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HomeMy WebLinkAbout1 LEGOLAND DR; BEGINNINGS; CB980158; PermitCity of ·Carlsbad 92008 03-17-2017 1635 Faraday Av Carlsbad, CA Building Pennit Permit No:CB980158 Job Address: Building Inspection Request Line (760) 602-2725 1 LEGO DR CBAD Permit Type: PLANCK Parcel No: Valuation: OccGroup: Sub Type: Lot#: $0.00 Const Type: Reference#: ,VN Project Title: LEGO i?ARK THE BEGINNING Applicant: ROSE, KIRK 1655 26TH STREET #200 SANTA MONICA, CA. 90404 310 453-0100 Total Fees: $0.00 Inspector: $0.00 Owner: Payments To Date: FINAL APPROVAL Date: Status: Applied: Entered By: Appr/Issued: Inspect Area: $0.00 Clearance: ISSUED 01/21/1998 MOP 12/01/1998 Balance Due: NOTICE: Please take NOTICE that approval of your project includes the "lmpositior]" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date. this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. . 1 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPL no water and sewer connection fees and capactiy changes, nor planning, zoning, grading or other similar application processing or service fees in-connection with this project. NOR DOES IT APPLY to any fees/exactions of which vou have oreviouslv been aiven a NOTICE similar to this· or as to which the statute of limitations has oreviouslv otherwise exoired. I \ ' \ PLEASE NOTE: THERE ARE MULTIPLE PERMITS FOR THE ORIGINAL LEGO p:RQJECT PLEASE USE CB972027 .QR CB9.71460 OR CB971465 AS THE PLAN C·HECK NUMBER WHEN SEARCHING IN HPRM SEE MORE MISC PERMITS SCANNED ,UNDER PERMIT NUMBER ' CB98-0158 . (PLAN CHECK NUMBER CB972027) FOR OFFICE us~ ONL y . PERMIT APPLICATIO"" PLAN CHECK No.19-/ .S-8 CITY OF CARLSBAD· BUILDING DEPARTMENT 2075 Las Palmas Dr., Carisbad · CA 92009 (760) 438-1161 EST. VAL. ---'---'-:...a----=-----'-- Address (include Bldg/Suite #) Business Name (at this address) Legal Description ·Lot No. Subdivision Name/Number Unit No. Ph~se No. Total # of units Existing Use Prc:iposed Use -# of Bedrooms # ·of ,Bathrooms· · Name Address-. City State/Zip· Telephone· #' ;-4[)pjfo'pER~OWj,iEJV': (,'·t, ~ .-: '"'': C ,.,/ ":T ' ~ '; ·-:::·M" - Telephone# (Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to. construct, alter, improve, demolish-or repair any structure, prior ,to its issuance, also requires the applfoant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law [Chapter 9, commending with Section 7000 of 'Division 3 of the Business and Professions Code) or that -he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant·for a permit subjects the applicant to.a civil penal.ty of-not more-than five,hundred dollars [$5001). Name Address City State/Zip Telephone# State License#--'---------License Class _________ _ City Business License # -------~ Address City State/Zip Telephone Designer Name State License # [6LY{ORJ{E=R=s,;;r,::;c;:;o;:;1M::;:::;;P,E::::N;::;~S.7:,,A::-:~::::T;:IO;;;N:::;;:· -=, =,.=_,:;;::· 7:~:·-;---~---.· . : '7:·. -:"';-: -:-;_·-c-c---;-----~c:· ".'7":7 '7'.".'""'.:::'7;::-";':';'7'.'*:-:.';.'c::':";~~7:.77'~:.,''.?'~::::_-.;:li';l);t,'.::} Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations: 0 I have and will maintain a certificate of consent.to self-insure for-workers' compensation as. provided .. by Section 3700 ,of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of·the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company __________________ ~_ Polley No.____________ Expiration Date_-'-------- {THIS SECTION NEED NOT BE COMPLETED IF. THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100] OR LESS) D CERTIFICATE OF EXEMPTION: I certify that in the performance of the work.for which this permifls. issued, I shall not employ any person in any manner so as to become subject to th·e Workers' Compensation Laws of California. WARNING: Failure to secure ·workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition-to the cost of compensation, damages as provided for in Section 3706·of tl)e Labor code, interest and attorn!ly's fees. SIGNATURE.______________________________ DATE--,------~-,--,--- [·pf;"~o:WNE.fi4ii:ii66aat1fEC£ARA-TION., '· .• :~ _ '·;·::::,; _:::_; .. :· ____ . -. ·' ... ·:::>·:;; · ... , . ,/41/.~ .·;: ::' ,! ·:,~~'1C'.. '::·>·: ·:'::'.'ei'j:f·?:~;:-,.~:,t?:) ··i3';_: i/>'·':"'.'"·". ;:_f',:'j}~:(·i,.:'_j I hereby affirm that I am exempt from the Contractor's License Law for the following reason: D I, as owner of the property or -my employees with wages as their sole compensation, will do th~ work and the structure is not intended or offered for, sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply:to an owner of property who builds or improves thereon,·and who does- such work himself or through his own employees, provided that such improvements are not intended or offered for sale, If, however, the building ,or improvement is sold within one year of completion, the o.wner-builder will-.have the burden-of proving that·he did not build or· improve for. the pµrpose of sale). · 0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law· does not appiy to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). D I am exempt under Section ______ Business and Professions Code for this reason: 1. I personally plan to provide the· major labor and materials for constructiqn of the proposed property improvement. 0 YES ONO 2. ·1 (have / have not) signed an application for a building permit for the proposed work. 3. I have contracted, with the following person (firm) to provide the proposed construction (include name / address / phone numl;>er /· contractor~ license number): 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide. the major work (include name / address / phone number/ contractors license number): _____ --+------------,-----------------~---,-'------~-~- 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address / phone number/ type of work):. __________ --'---'-----------'--------------,----~---~--------- PROPERTY OWNER SIGNATURE __ ~-------~--------~--DATE _ __,. ______ _ £QMy1:;'Bi'E'iTfllS SEC:TIOJr,FQR:NON;!JgSll5EN.J'IAli BUll;DLNGJPERri,RTS.ONl:Y.:, '~ :, .. ;,;·. '"'1·." C :;'~:.;... '. £ ::f; . (,:;;1:,:-::r; :J}[-:;;.;;J;,_·:'.'2,;-< ~s"'"'1i {:,:i: ,::0;.f',,\ :'.: '.:::] _ Is the applicant or future building occupant required to submit a business plan, acutely hazardous· materi<!IS registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? (] YES O NO Is the applicant or·future building oct:!upant required to obtain a permit'from the.air-pollution-control district-or airqualit','. management district_? 0 YES O NO Is the facility t9,,be copstructed. withln 1,000. f,eet of the outer boundary of a school site? 0 YES D NO IF ANY OF THE ANSWERS ARE YES,.A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLl;SS THE APPLICANT HAS !VIET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . ~-'7§6Jt~IBlI~l.lQfili;tNblij_,,H~9'EJ:J,~:·c.:, .. M ;:Ji:{,;,::'-' :.......:~ .. •e, • ::-:~':'.c.:::z:,,·:tJ?: ,T;;,._.{':::::_ ;~::~,: .•. ~ ';; ;··~,:~;: L:.0?:: ;';;'.J::;;~,y·,,_1;;;,;:'.::: 1~5~;;:·:.;;~: ... TI.il~:1i::d I hereby affirm that there is a construction lending. agency for the,performance of the work·for 11Yhich this.permit is issued (Sec. 3097(i) ,C1vi[ Code). LENDER'S ·NAME LENDER'S ADDRESS I certify that I have read the· application-and state that the above.information is correct and that the_ information on the-plans is accurate. I agree ·to comply with all . City ordinances and State ·1aws relating. to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND ·KEEP HARMLESS THE CITY OF CARJ..SBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITV' IN CON~EQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excavations over·5'0" deep and demolition or construction of structures over 3 stories in·height. EXPIRATION: Every permit issued by the Building Offici~I under the provisions of this Cod~ shall expire· by limitation and· become null and void if the building ·or work authorized by such permit is not commenced within 365 days from the date of .such permit or if the building or work authorized by such permit is suspended or abandoned at any-time after the rk is c·om ce for a period of 180 days.(Section 106.4.4 Uniform Building Code). APPLICANT'S SIGNATURE DATE-~--------~'--- WHITE: 'File YELLOW: Applicant PINK: Finance FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. ____ _ CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 EST. VAL. ________ _ Plan Ck. Deposit __________ _ Validated By ___________ _ Date ____________ _ 1. PROjECT INFORMATION Address !include Bldg/Suite II Busineu Nama Cat this addf ... l Legal Description LofNo. S~ivision Name/Number Unit No. Phase No. Total I of units Existing Usa PropoudUH. S~.FT. lof Stories II of Bedrooms . Nam, Adc:lrus · City State/Zip Telephone I f3; .. ·APPLICANT . Cl Contractor . 0 Agandar t:onincicir .• ·-:· Cl o~f!'!,'.'.C) Ai,iint.io;-owiiiF' ;:-7"·"::,.:-:~ -:-:--~:.--: e••'. ·~,,--~·· ..... Name PROPERTY'OWNER Addrais City State/Zip Telephone I Name Adcl!'ns City Stata/Zip Telepho!le II 1i. · CONTRACTOR ~ COMPANY' NAME·-·---····-, ....... -,.·-:•.·,s·-.. -·-~,-..... 7,":"'.'."::~-'.""'.·:'";°t".'.. '.0'~)-~.· ·,.:~ • •• '::.:_'::;:~s:_';;;;7~:~;:~~:77~·.::'.'.:·~·~•··-,-: . Designer Name State License # ________ _ 8. WORKERS' COMPENSATION -~--~~:-~ :---.~ ••. _., ....... 1.-:-:""":--·~~:: ~:~ ... -:-;,:: .. ~::1;2~ ... k· ... ·~·;·-:;:~TT·~·· .. t::~· =.~;..·l ·; ·: .. ~-·:·_. :-~ Workers' Compensation Declaration: I hereby affirm under penahy.of-perjury one of the foffowlng.declarations: Fax, 0 I have and will maintain a certificate of consent to 1elf•insure fM wMkers' co~ation. IS provided by Section 3700 o·~ the Labor Code, for. the performanca f the work for which this permit is issued. · ·' I have and will maintain workers' compen11tlon, as required by Section 3700 of the Labor Code, tor the. performance-of the work for which thi4rmlt is d. My worker's O 'l!nHtion. insuran~· v• ier I policy number are: · f -~ =A· . . . ! !: ,::::-J Insurance Company . _ :l:it . Polley No. W4J Qfl£2 Z..Z.tfit, Expiration Date,.f::_;~~;o._ ..... Q...,.__,__o ___ _ (THIS SECTION NEED NOT IE COM .... ETED IF T ·PERMIT IS FOR ONE HUNDRED DOLLARS lt100J OR LESS) . / 0 CERTIFICATE OF EXEMPTION: I certify that in the performanca of the wMk for which this permit il·i11ued, I ihlll not employ eny peraon In any menner 10 IS to become subject to the Workers' Compensation Laws of California. · WARNING: Fallure to 11cure wartien' cornpen1atlon c:overege II unlawful, and ehell aullject an employer to crtmlnll ...,.itJea. clvff fines up to one hundred thou11nd dollars 1$100,0 I, · Ion to the COit of · , claffllllll • provided for In Section 3708 of the LalllOf!,coclla, "1it1JtP-t-fllld attomey'a fNa. SiGNATURE. ___ _.::.,_.,,,_,,,~----,.;i~~-----'-------------DATE---~~;,.:.,'-l-~-- 7. . OWNER-IIUILDER DECLA . ' · ..• . .. ...:..,, ~. ,, .... ·:· ·• . .. • ·' ·--_-: ,: ,:.!.:>" ·~~:'itf?·r!!)'-;i:_c ~··: :-~,:~;-~· .-11~~·:"~i~:.•tf(J-,•,,tf"'.11'Jl'l'F.I: '/'? :i_.:7. :!i.:·. ' ctor'1 Ucense Law tor the following relion: 0 I, as owner of the pro y or my em yeas with .wages IS their 1ole compeneation, will do the work and the· etructura' II not Intended or otflfld for aale (Sec. 7044, Busin1n and Pr f111ION1 Code: The·Contractor'a Uc1n1a-Law doea-not apply to an owner C!f property who !K!ilda or Improves theraon, and who don such work him11lf or through l\is own employees, provided t!Wt auch lmprovementa are not Intended .or Offlfld for lale, If, however, the building· or·lmprovement II sold within ona year of completion, the owner•bullder will hive the burden of proving that he did not build or Improve for the purpoee of 11111. 0 I, 11 owner of the property, am exclusivaly contracting with licen1ed contract~ to construct the project (Sec. 7044, Bueineu and Profusions Code: ·The Contractor's License Lew does not apply to an O)IVl'lir of propeny who builds or improves thereon, and contract• for 1uch project• with contr1ctorlal licenaed · pursuant to the Contractor's Ucenae Law). · · 0 1 am exempt under Section _____ Buslneu end Profusions Code for ttlla ruaon: 1. · I personally plan to provide the major labor and materials for conitruction of .the propo1ed·property improvement.· C] YES C]NO 2. I (have / have notl signad an application for I building permit ·for the propoaed work, 3. I have contracted with the followlng.person lfirml to provide the propo1ed construction (Include name:/ addrNI / phone number/ contractors licenae number): 4. I plan.to provide portions of the work, but I tieva hired the following person to coordinllt1, aupervin·lncf provide the major work (Include name/ addrn1 / phone number/ contractors license number):. _________________________________________________ _ 6. I will provide aome of the work, but I hive contracted (hifadl'the followlngpenorll to provide the work lnctlcitad llnclude name/ addrns / phone number/ type of work): · · PROPERTY OWNER SIGNATURE _____________________ ...___ DATE ________ _ !COMPLETE THIS ·s_ECtioN FOR ND~iNIW.:iUfi.biNa·PlliMtri·DNi:f:r./:'1:~\1~~,;,:~:[t·_,~~F'f~~,t:~,r,~~~~~t~f:l';,'~"\!~:,:.r,t~;:,"' '7·'"'."''.'.~'!1'17~:t~··~'"' ~0·~::~ Is the !IPPlicant or future building occupant r~rad to IUbmlt a bulineu plan, acutaly hlurdoue "'atlrilll regiltra~ form or rilk management end prevention program under Sections 25505, 26533 or 25534 of the Presley-Tenner Hezerdoul Subltance ACCCU1t Act? C]· YES C] NO Is the applicant or future building occupant required to obtain I permit from the llr pollution control·cliltri_ct or air quaNty management district? 0 YES Cl NO Is the facility to be const~ui:t1d wjthin 1,000 fnt of the outer boundary of I school aite? CJ YES CJ NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY·NOT IE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE Of EME'RGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. fa. ..... cONsTRucnON i.ENDiNG 'AGENCY -·:;.i:"~VJTh":·,r:i:~7~:·;~1:·:=l;!"r·t}:'!;:ry.1r~~·r~~r-r-;-tq~i.r-:r-~N-r~~~l:,'~:I'"::>::~~:~ ~: ri-i-;;~ :t.1,· ... i:-~ •'':l~f'T'"·; ., ... I ·:·. . ,. ,. . ~ ' . I hereby affirm that thare is • construction lending agency for the. performanca of the work for which this perff'!it ii issued· ($1c. 3097(il Civil Code). LENDER'S NAME_____________ LENDER'S ADDRESS..__..,.,. ____________________ _ rs~·.·-APPi.1cANT ci:RTIF1cATior,L7'!' , ... , .. , ,., ..... ~-·· .~~-:--·_:-·· .. -:-·:::--:-,,-;,,-:;~'.1:-:--:-~""'"~~·,,..:=:;:i:,,:,~01,··1::r'?r1;---:::-1;::;:!~:Jlf,'.'":r.;-:1-r.r.'."'.'!:'."r'">"""''"''' ,\:;· ---. · . :;-,. ·.·· . . -.... , I certify that I have read the application and state that the above Information Is correct and that the Information on the plana 11 accurate. I agree to comply with all City ordinances and State laws .ralating to building conatnlc'tion. I hereby authorize repr11ent1J1tivas of the Citt of Cerlsbad to enter upon the above mentioned property for inspection purposes.· I ALSO AGREE TO SAVE,. INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND'EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for .excavations over 5•0• deep·and demolition-or conatNction,of 1tNctur11 over 3 storiea in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code·ahlll expire by-limitation· and become null and void if the building or work authorized by ~uch permit Is not commenced within 385 days from the·date of such permit or If the building or work euthorized by such permit is suspended or abandoned at any time efter t~e work Is commenced for a period of 1 BO .. days (Section 108,4.4 Uniform Building Code). APPLICANT'S SIGNATURE -------------,,----...,.,.;.,_________ DATE -------------- WHITE: File YELLOW: Applicant . PINK: Finance '$ E W E R P E R M I T 04107 /98 .08 ! 47 Page 1 of 1. Joh Address: 1 LEGO DR Suite;· Permit. No: S:E.980-055 Bl9g Planck#: 5773 04/07/98· 0001 · 01. {)2 Permit Type: SEWEn -· COMMERCIAL/INDUSTRIAL . Parcel No: 211-0·22-16-00 C...,f'RMT ·. 72851 .. 00 Description:· tEGOL& CRLBD B-EGINi'G; ·& RIDGE . : LEGOLAND CARLSBiD FAMILY PARK . Permi tee:.: LEGOLAND CARLSBAD, INC · 619-4-.3 8-5 5 7 0 Status: ISSUED ~pplled: 04/06/98 Ap:i:;-/I.ssue·: ·04;0·7 i98 Ex.piredt 5600 AVENIDA ENCINAS STE 130 Prepa_red By! BH .-. CARLS.BAD CA ·. ·92008 I FINAL APPROVA'7 . lNSP. ____ DATL:~-·~·--· ! CLEARAN-CE.--... _____ ., __ _ I _ _ . CITY OF· CARLSBAD .. . ';.075 Las Palmas Dr., Carlsbad, CA ~2009 (619) 43&~1161 -·~_j SEE MULTIPLE SPECIAL INSPECTIONS SCA-NNED SEPARATELY CB972027 IS THE PLAN CHECK NUMBER ,FOR MANY OTHER CB'S ALSOS,EE CB971460(OUTER PARK) CB97146S(ADMIN BLDG) l ·1 Envin>nmental I Geotechn~cal Page_1_of_ ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT L<:?100 Ll'l ,-.,,S'::> DATE S-S-'J ~ · Engineer M 41:Lrt N INSPECTION _OSHPD _OSA "><-Specialty __ Mechanical __ Electrical __ Roofing -<' Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPllNG __ Concrete Cylinders ___ Cement __ Mortar Samples ___ Grout Samples __ Masonry Prisms ___ Masonry Block __ Fireproofing _ _. _ Units (block or brick) __ Asphalt Concrete· __ Roofing __ Reinf. Steel __ Steel ___ H.S. Bolts . __ Tender\ (PT Strands) __ Other __ Other __ Other "$1><.;;:t l AL , NSP,n.n s0o2 . s :n-n:::w,... ]>1:f:l'.'.L: QTY -- -·- ----·- -- -- -- -- -·- --·- -- PROJECT (Name) I C:il::z o s d:N» (Address) ~"' e:c CA • REPORT NO. os n · ::z 02 <-:a -5(; 0 Bt1ilding Permit No. ___ "l...,__,,,f?'----'c:i=-9........,::z. .... 3..._ ________ _ Plan File No. _______________ _ Govt Contract No. ________________ _ OSA or OSHPD #-------------- Ot_her ,\\:t£ -~ tvN' ....,1 s..-<::D9:ST <?a,kl fF' <-3:y MATERIAL DESCRIPTION INSPECTION CHECKLIST _ ~ Rinf;: Reba~ A'11s -('-:z:a..J:.Q ~ Plan & Specs __ . Rinf.: W.W.F. ___:,. Clearances ._. __ Rinf.: Tendons ~Positions. ___ --Cone.: Mix #/psi -s;_sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: T,ype/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied · __ Steel __ H.S. Bolts ___ Metal Deckipg ___ Electrodes __ Fireproofing . __ Other _ Corrective action required __ .. _ Corrections completed AP s g'-1 L <::e'f ?kA-< ':"¥l4 <:bV:r '"'$ . LqJ bs--Q CERTIFICATION OF COMPLIANCE: To the best of our kn9wledge, all of the reported work, unless otherwise·noted, substantially complies with approved pl':ns, specifications and applicable sections of the building codes. This report covers the locations 9f the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME YefYL-b'.\4= ? \) I ..r::s:::t-7"K-!.S-,.J . CERT. NO. (::) es ca f:,' . £, -g (Print Clearly) · \ INSPECTORSIGNATURF=i2,~ J? ?~ PSI-B-900-170(2) DATE ~-t;-5 -5 ~ ~_ .. r; I Page_1_of_ -,,•;s~..,,._. INSPECTION REPORT CLIENT i-<fl::>O 41 ~ "7:> DATE ~-fo-1 B Architect-t+a=....,__\(.-. ____ .........,. __________ ,_ ... ,.,_. -"'_· __ _ Engineer Y'.Yl ,4a,..::s I N Contractor 3':, c,-.'""12 A iAf.-'t> c., INSPECTION MA. T'L SAMPLING QTY _OSHPD .-· _Concrete Cylinders . . _OSA ___ Cement --· ~Specialty __ Mortar Samples -·-- __ Mechanical __ Grout Samples --·-__ Electrical ___ Masonry Prisms __ Roofing __ Masonry Block . . ~Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -·-- __ Struct Steel ___ Asphalt Concrete --__ Prestress Cone __ Roofin_g -- __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel -- __ Waterproofing _. _ H.S, Bolts . , . __ Non-Destructive · __ Tendon (PT Strands) -·-- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other --·- REMARKS PROJECT (Name) l-<Ras2 c 14:rYb (Address) ~Ls ik:1£::. CA , REPORT NO .. osc, ·7 oc....01... Bt,Jilding Permit No. _q,_j;,..__--=o'--9 .... -z...,,_3....._ ________ _ Plan File N0,-----------,----- Govt. Contract No.--------------- OSA or OSHPD #--'------'------------ Other 'tl+sr ~ltr-,,"2N1Nb MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ R1nf.: Rebar 4<-,1'7 • C-,2..loO >-Plan & Specs _. -: _ Rink W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions ___ Cone.: Mix #/psi >-Sizes __ Cone.: Mix #/psi ~Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation ____ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ steel ·---H.S. Bolts . . ·--Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed C,U.:E:14-9· f:'\ N c 1£'$ O:Y <m"',1,,,,0 <, Sr: i"' LtA C Cti"k3<'1 <r)o t+=· A-C < 0 :G t> I 0:1:V, CERTIFICATION OF COMPLIANCE: :ro the best of.our knowledge, all of the reported work, unless otherwise noted, sub~tantially complies with approved plans,· specifications and applicable sections of the building codes .. Jhis report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME :-QI-DlM1f.-: °? Yt!Ttn~;e2> CERT. NO. oeQpei •i')\-B~ (Print Clearly) . t INSPECTOR SIGNATURE :u -I\1? J?J'>.o. PSl·B-900-170(2) DATE=-,,~5~-~-~.=;,_-~~wg-.... ____________ ____ Page_1_of-2.. INSPEcr,oN REPORT DATE 2:1 -q ~ Architect_-=H-Q'""""""""\L=-------"--'------'------,-'-- Engineer t'.Yl 14:{L.-n, µ INSPECTION MAT'L SAMPLING QTY _OSHPD .><-Concrete Cylinders JL __ OSA __ Cement -- ~ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical _. _ Masonry Prisms -- __ Roofing __ Masonry Block --..Z:. Concrete __ Fireproofing ----. __ Masonry -.-Units (block or brick) .. __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --· __ Pile Driving _._ Reinf. Steel --__ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts -·- __ Non-Destructive __ tendon (PT Strands) -- __ Soils Technician -.-. Other __ Batch Plant __ Other -- __ Bolt Pull-Out · __ Other --· ., REMARKS PROJECT (Name) Lt:;tec,? t..4:f'::!J> (Address) kt'1P::L':z~d: D l!A:-, . REPORT NO. as c:1 -cs:,'? c ~ Building Permit No. _5_._,,,e,"'"_ --=o__,5L..:-z...=-3_.. c...· _______ _ Plan File No,-..------.,.:-----,--------- Govt. Contract No.~----,------------- OSA ot·OSHPD #-------'-'----------- MATERIAL DE;SCRIPTION INSPECTION CHECKLIST 2!::.. Rinf:: Rebar A "21 ~ -~::iG::"21) · :;;,<' Plan & Specs _ Rinf.: W.W.F. "'><-" Clearances __ Rinf.: Tendons · >.::-Positions ~ Cone.: Mix #/psi-:5:2-"'L • 3 op o ~Sizes I _. _ Cone.: Mix #/psi >-Laps --. Coric.: Mix #/psi _ Future Continuity #/psi _._· _ Grout: Mix #/psi . ~ Consolidation __ . Mortar: Type/psi _ Mortar Batching I __ Units: Block . _ 'Electrode Storage i ___ . Units: Brick _ Torque Applied I __ Steel I I · __ H.S. Bolts ' __ Metal Decking l __ Elec.troc:les l __ Fireproofing i _Other _ Corrective action required __ ; _ Corrections completed I ,,, ~ Q 'D t,,.Jt_.c,) P L-0::"-''2 :S. H:$"b?"' -S l I D -. l>T1-· -7 , o "'i"H~ . '2-E I NC..-<ig...c_\ N <.;< "='t:HI::fL-: ZS CERTIFICATION OF COMPLIANCE: To the !)est of our knowledge, all of the reported work, unless otherwise· noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report-covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME 7:):;:..._~ ~ INSPECTOR SIGNATUR=.~=~ =~ PSl·B-900-170(2) ,,, .. DATE;_ 1'-7-jf · L• .. o•/ "Pro~eSSiQ~I ~~~~ Industries, Inc, ~__,,., American Engmeenng D1v1s1on . · . Page 2 ofl INSPECTION REPORT f i:t-W''i #-°' '8 -0 I:\. "l.. 3 Project Name (per plans} _._L""'GI"'"'""·'...,c'"'---"L"'"t4--N=~i">L..----''--.i.(c----,.111u;±G~---i'.F":>=-icffi=,;;,-'-'1 "-?-=-cb-l,,,,_,_1 !.::!f\..J:!..'\1,;;1,.,___...~...w::.i..,., ..... '.T_.___._c.,,,..JD""'Muu....t!......,.L..,.t:5"'"'~--,,,)'------ Inspection Date Inspector's Name_.___~,---J.----+--.,.,c-----=--,-.,;;:::---- PSI B-900-171 • 1 Page_1_of_ · INSPECTION REPORT CLIENT Lgt.;,o kdkYD DATE :S-~-'if, Architect __ ~....c...-\L-=------------------ Engineer _ ____,_VVl__,_A:~a....~n ........ N-""------------'------ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders __ OSA _._.Cement --·-· ..XSpecialty __ Mortar Samples ---- __ Mechanical __ Grout Samples --__ Electrical ___ Masonry Prisms --__ Roofing __ Masonry E31ock -- ~Concrete __ Fireproofing --__ Masonry __ Units ·(block or brick) -- __ Struct Steel ___ Asphalt Concrete , , __ Prestress Cone · ___ Roofing __ Pile Driving . __ Reinf. Steel -- __ Fireproofing __ . Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant ___ Other --- __ Bolt Pull-Out __ Other -- REMARKS '"" n:::H. €J:?LLot...:> .,. qt49.:_,~- PROJECT (Name) l,..{&c.:, '-..-,...........12 (Address) ~<:>J?.,A :s:, <¼4-, REPORT NO., aS9 ·::z Q'L1.,"3--~2~11:-, . Building Permit No. ___ .... , . ..;::i.___-o=-cr .... ~=3-----------~- Plan i=ne No. __________________ _ Govt. Contract N·o. -----------,------ CSA or OSHPD #-~------------ MATl;RIAL DESCRIPTION INSPECTION CHECKLIST ..z:. 'Rinf.: Rebar ~~15 ~ a. f.20 ~ Plan & Specs ·_ Rinf.: W.W.F. ).... _ Clearances ___ Rinf.: Tendons ~ Positions __ Cone.: Mix.#/psi ~ Sizes __ Cone.: Mix #/psi ....k"Laps __ Cone.: Mix #/psi _ Future Continuity #/psi -.. ---Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage _. _ Units: Brick . _ Torque Applied __ Steel ___ H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This repqrt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. Cf>S 09 'D\ -Qi ':i DAT!; ~ -5. 9 53 PSI-B-900-170(2) ' ~ -, Environmental ... o. . . . .,._.. Geotechn~cal •-~ Construcbon · Page_1_of l- Consulting • Engineering • Testing · INSPECTION REPORT CLIENT _ __.,L-=' -=(;.~6_0 _____ ----,--PROJECT (Name)---.J1-=_""-~__...·.,_l ...... ~ _____ d=---- DATE ___ s~--9 __ --5:--b' .... · -~ (Address) ________ =--_ C-eJsoAcu CA:. Architect __ ..._H_,___,o,c_·...,C-,;_ ___ ~------'-- REPORT NO. __ · .-.7.,.,.o~Z:~o-2-~---- Building Permit No. __ ____,.:1~8_;-_· .-Da....9......,.2.. .... 3 ____ _ Engineer_rYl,___-A~e..~1;'-'--~=.>'---c{..-'-. _,cQ-a......,,_._A-.... ~-d..,...1-=~"'---'--- Plan File No, _______________ _ Govt. Contract No.-------------- Contractor_· .:!::3:::::-~8 ... ·f""'1v!=-.IA-Rd=-...1..·_~-~g:c:· ~f:n~a.::.-·_;__-~'---- OSA or-Q_.SHPD # Other 6&:~i l\~l i.'\._j .. INSPECTION ~SAMPLING Jr_ MATERIAL DESCRIPTION ~SPECTION CHECKLIST _QSHPD _ Concrete Cylinders /Rinf.: Rebar·M~ l!l2t5:' _ Plan & Specs _OSA _Cement --_._.Rinf.: W.W.F. -=:;;,clearances _Specialty _ Mortar Samples .-Rinf.: Tendons --. _ Positions . . . _ Mechanical _· ___ Grout Samples --L Cone.: Mix #/psi I J'K(e, /':?Gt:::fZ /sizes _Electrical __ -. Masonry Prisms -·-_ Cone.: Mix #/psi . / _Laps _Roofing _ Masonry Block -·-_ Cone.: Mix #/psi 7cuture Continuity #/psi _Lconcrete -. -. Fireproofing --__ Grout: Mix #/psi Consolidation _Masonry _ Units (block or brick) --_ Mortar: Type/psi _. -. Mortar Batching _Struct Steel _. A~phalt Concrete --___ Units: Block. _ Electrode Storage _Prestress Cone _Roofing --_ Units: Brick _ Torque Applied _ Pile Driving _. _ Reinf. Steel _._Steel - _ Fireproofing _Steel _. _ H.S. Bolts ... _Waterproofing _.H.S. Botts _ Metal Deck'ing _ Non-Destructive _. Tendon (PT Strands) --_· _ Electrodes _Soils Technician _Other -·-_. Fireproofing _ Batch Plant _Other _ Other. _ Corrective action required __ .. _Bolt Pull-Out _Other _ Corrections completed REMARKS · · ~5re.cied. the ,>k-ero.e.cl ;tnd cccsol,d~ of --:n Le ,s-. s:, s:: ... . / CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of ~he building codes. This report covers ~he.locations of fhework inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF bA-r:,?~ :tt;~' INSPECTOR SIGNATUR ~ PSl·B-900-170(2) .. , ;:a· CERT. NO. 1~ :3539'$? DATE__,..,..,--__:5'~--=-,'_-_C(L...:~,,,.___ ____ _ 4 t Page_1_of 2- INSPECTION REPORT CLIENT LEGC> DATE 7/6j'9f' Architect~)-/----~{9=---"-/.---'~,.__-----,-_-'-----'---- Contractor: ~ C., INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA _Cement -- _Specialty __ Mortar Samples -- _ Mechanical __ Grout Samples -- _ Electrical __ Masonry Prisms -- _Roofing __ Masonry Block -- _Concrete ___ Fireproofing --- _Masonry __ Units (block or brick) --A Struct Steel __ Asphalt Concrete -- _ Prestress Cone -__ Roofing . -- _Pile Driving __ Reinf. Steel --- _ Fireproofing _Steel -- _Waterproofing __ H.S. Bolts ---A-Non-Destructive __ Tendon (PT Strands) _Soils Technician __ Other -- _ Batch Plant __ Other --- _ Bolt Pull-Out ·_-_Other - PROJECT (NarnP-K£GoLAIZll> (Address) _________ _ CAlt.sM.1:;, C4 , > REPORT NO. d>f:i9-7Dz...DZ.. ---7,s-:._, Building Permit No. '1Z-09 Z. 3 Plan File No. _____ ------,------------ Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST __ -_ -Rinf.: Rebar -K Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons Positions _ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi . _Laps _ Cone.: Mix #ipsi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Ele9trode Storage _ Units: Brick __ Torque Applied A Steel A-SY:Jtfj_<:;3 ]S_ t1~-mA5tW1c /49.:.Z:- _H.S. Bolts _ Metal Decking .!f._ Electrodes 4S,, t//J:.S.t 2..0 _ Fireproofing _ Other _ Corrective action required __ _ Corrections completed REMARKS 'ilE'GW/,/,1;,1/6-0/<57'"' &~/'4>< IJA'£/Jlc:7) 0V -.St7E: 7"C ~ (J471?.ASQiV£G .ZZ:=s71Alt7: 0~ ~ ~~ =: ~= OM~ZQ:::: ~$~AXJ ( J/~ . L ~~ &L.61 M . Wt,;-,..,. l;:) s; "ii . ~N &~ //4£/~ ~~::~m ~ ~M/1' Pa?!;;= a&-~~= :== UT~=~ Wov1/Jc?) ~;,/ t/L--7n.4SOAltc ~ t4p?--€C ~bt-7> /tS ~ z_ or-7*S ~o&C CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering-opin- ion or project control. - .:Z:--c,60 W713 urc.evc-z... 7Z CERT. No.Aws cwz:: 9'$090541 PSI-B-900-170(2) REPORT OF ULTRASONIC INSPECTION' PROJECT:U°GotAA!b DATE: ?: ~/9g-OUR REPORT NO.: rJ c; q _ 1D2-D2-;J~ 7,J.7 Client Order No. I Lab No. ;9 Le,j;,\/4 . Ultrasonic Unit J::f.Aor/<'/V/Pi6:7Z.. . ~ <95 /4'' "1/2.. I/ Serial No. U .SAi ... c; /1 . l'Y)'? Al/< I., Test Method Standard /9,JJ/.::S /)/;/ 1991P Tt<ickness Location ' Acceptance Standard ANs /)h/ 7'11.&.E u,z. ,_&.,D'' 5'i"Tc' Co/JJ/te7i= ?~ad Decibels*• WeL--1:>t:m a; C: C: a, 0 .Cl (J a, ~ § a; 0 C: -~ SPLICES -0 Q) C: Q) ~ ~ :, ~ 0 -0 (J (J (J 0 :, C: ,Q '-:, .!!! (J -a,-C: 0 -0 -0 -0 ·-., -Q) Q) -"' (J -., -0 > . a, > ::: (J a, C: cu .Cl "' a, E -=~ a:2:? <.!!! Weld Identification a5 !!2 (J Q) ~§ C: -C) ., ·;a £i ~-g,_ 0 ., ~ u. -= C: I-"'. u: ...J a b C ·r,s., !=IJ1~cr.:c-.o-r 1:>-l'o r z.., x I l."70 .c:L/. :"".-:-A,,,,,.,~, <:;-i,,u:-11:r-x../,.,./,, rx I '10 SI./ , I WELD LOCATION AND IDENTIFICATION SKETCH ~/t.b-X-' -;:8EG/Al,A//AI C--l=Jl-ST' C. //2 I . ~ ~,ce,~ L. 1,1 1'-'?£ ·f,ptf" . ............. 1J -I Cix,t.J/J1/V )) ,4;- /0 x-&d.P (Indicate X·Y Markings) Technician:~ J /l,?,1,.4-,-,,,, Ll.,/,-y£, Level ..ZZ: Interpreter: W, L 1/0 .4'.".c;; · Techn1c1an: ,· Level ,, PSI A-500·16 (1) Discontinuity Distance . C: 2 .Q E a, cii C) ca 0 (J , .S:? C: '-Q) a. -=~ ,!gg-g -o·= .c: .c: :i .s ~ Cl g,* g g-:U) From From C: ., d ...J -:: '5 .':!. o:O: X y - Couplant 60#1 ,',C,1 ,I/ 1/ ,-.<,c- Calibration Blocks ./"\<:::..,r I rr:-r,, I Frequency ' ZiZ5 /YJ1-tz_ Surface Conditions jfi/e. ,-;s. /lP,., l,r >-R_i . ..c.LJ 'Ac:.. r~ ., ...... . rl < t.J X-Y MARKERS ·use Leg I. II, or Ill Level-.:ZZ:::.. .. Gain ,n dB I .. Attenuation in dB a-b-c=d b-a-c=d Respectfully sub 1tted. ;;_s,ona/:;,:::::nes. Inc. Page_1_of _J.. INSPECTION REPORT CllENT_...,.£...___~_,7~o ____ _ DATE-~7--7:~-___,'J',,__f',.__ __ ---'- Architect_--1/2.......,..../_Q......._,_tC_· --------'---- Engineer __ /lt..___.'"""'lr-'-'-'/?_._i"'""'J-=-·-~-m~-A<,.._=~"-'_:;::~=· ----'--- Contractor ___ ._3=-..... J5~ ...... c""'-______ -- INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA __ Cement -- _specialty __ Mortar Samples -- _ Mechanical __ Grout Sampl~s -- _Electrical __ Masonry Prisms -- _Roofing __ Masonry Block --- _Concrete __ Fireproofing -- _Masonry __ Units (block or brick) -- .,..,Struct Steel __ Asphalt Concrete _ Prestress Cone · __ Roofing -- _ Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel _Waterproofing _H.S.Bolts -- _ Non-Destructive ___ Tendon (PT Strands) _Soils Technician __ Other -- _ Batch Plant __ Other _ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name)___,_b-=~""7'7-"'-·o-'-'fu--'---'-'-.-d"-. __ _ 6:'. 0q L r:.J --/ (Address) _ -G2/2B&1 7 REPORT No. Za 2 cJ 2,, - Building Permit No. ----''7__,?,=-·-'-=,:)'--f..._,2..,_,~,.,..1--_____ _ _Plan File NO,-------'-------------- Govt. Contract No. ______________ _ OSA or Q.§1:iPD # -..J. 4 • Other JS~fn~,:7-~L &w-;>h MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ 'Rinf.: Rebar _!!_ Plan & Specs _Rinf.: W.W.F. _ Clearances ___ Rinf.: Tendons _ Positions .. _ Cone.: Mix #/psi ~ Sizes _ Cone.: Mix #/psi _Laps ___ Conc.:·.Mix #/psi --Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block v Electrode Storage __ _ Units: Brick _ Torque Applied ..L Steel b.(>!1 ,(-$?di :a _H.S. Bolts _ Metal Deckin.,.!2. -L Electrodese '7o~ ~t! le!:, _ Fireproofing ]3 _L Other+,Ji1,1-1'1-<'.'J..-· _ Corrective action required __ _ Corrections completed , ;f ;v--. \\~, 1~5\)ec:t.l ±J. 1wc.l-1~ ,£ ::±/-$'. £1 lc,w,"J Cmv,,:;:t"-~< CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies With approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF ::O~t ~ 1NsPEcToR s1GNATURE ~G--sli.. PSI-B-900-170(2) . :ICEo CERT. No._5'.,_,<2..___,J.....,C).1--3.__,,.------S<C...l))=--:(t.-5=5__,_( __ _ DATE~--2-· _-...... 7_-_._9 ...... <l:..___ _____ _ Page·_1_of_ INSPECTION REPORT CLIENT LlileO Ld9&::S'> DATE I-I'"\· "i<f, PROJECT (Name) l.f-."'"t2 o , «4 ,,.,.,s, (Address) CA:0-:5---"> n A:-s:> t:-IA, Architect _________ ~---'-------- REPORT NO. '2S e,, ::z ,;n .. cY'I--77J- Building Permit No._N/4~'-'------------- Plan File No, ___________________ _ Engineer 't-i o '-TIZ Govt. Contract No. _______________ _ OSA or OSHPD #------------- Contractor ~ s:""-::N :A:,~~. Other £ , G::G: INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --__ Rinf.: Rebar ..k"Plan & Specs f'2'Lo~ tc> ":2 _QSA __ Cement --__ Rir)f.: W.W.F. __ Clearances ><'"Specialty ___ Mortar Samples --__ Ririf.: Tendons __ Positions __ Mechanical __ Grout Samples --__ Coric.: Mix #/psi Sizes __ Electrical __ Masonry Prisms ----__ Cone.: Mix #/psi __ Laps __ Roofing ___ Masonry Block --__ Conc.:,Mix #/psi __ Future ContintJity #/psi __ Concrete __ Fireproofing --___ Grout: Mix #/psi __ Consolidation - __ Masonry __ Un_its (block or brick) --___ Mortar: Type/psi __ Mortar Batching __ Struct Steel __ Asphalt Concrete --__ Units: Bloqk __ Electrode Storage __ Prestress Cone __ Roofing --__ Units: Brick __ Torque Applied __ Pile Driving ___ Reinf. Steel --___ Steel __ Fireproofing __ -_Steel ----__ H.S. Bolts __ Waterproofing -. _ H.S. Bolts __ Metal Decking __ Non-Destructive __ Tendon (PT Strands) --__ Electrodes __ Soils Technician __ Other --__ Fireproofing __ Batch Plant __ Other L0ther '.\:1-<na..ciS~J::1 C'.-__ Corrective action required __ __ Bolt Pull-Out · __ Other ---p~,.::ai.&~ ~l'.:: __ Corrections completed REMARKS p~\ c:. \ A:'- A:·:C TH cg- 1:©T .,,,._, l '.S:::H CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO.·;,.,,~.-.:::..--------------- DATE. _7-t ~,-CJ~ PSI-B-900-170(2) · /osil !iJFJi:,'f/ · Page_1_of ..L. Consulting • Engineering • Testing INSPECTION REPORT CLIENT Le70 DATE 7-Z0-'7'8 Architect.._ __ _.__t/J.---'Q'"""'-'C-.. ___ ----'-____ _ Engineer ___ ty/.~~14:....-Z~i~~--Y:___,l(/,.____.__.A-2.~±=· "' ..... ·)_.....,.......~_ Contractor. __ ----'-' i.3-=--=-73=--~=----'--'-----'--- INSPECTION . MATt SAMPLING QTY _QSHPD _ .. _Concrete·Cylii:iders -- _OSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms -- _Roofing __ Masonry Block . . __ concrete __ Fireproofing, --__ Masonry __ Units (block or brick) --~ Struct Steel __ Asphalt Concrete -- __ Prestress Cone _._.Roofing --__ Pile Driving __ Reinf. Steel --__ ~ireproofing __ Steel· --__ waterproofing __ H.$. Bolts --__ Non-Destructive __ Tendon (PT Strands) __ $oils Technician __ Other __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- PROJECT (Name) Lc7ol1t-:1t d (Address)_--=------------ Cl?-/sB*4, a . REPORT N0, __ ..... 7;....::0::;_.,..2-0'-'2. ____ _ Building Permit No. __ __,9;._,'8:::;_~ .... t5'-9L..:;Z:;.._=,(e ____ _ Plan File No, _______________ _ Govt. Contract No. ______________ _ OSAorOSHPD#------.--=-----:--- Other ne7;h0!1n7-LJ~ ,sf ~f>IG¥,-- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar / Plan & Specs _ Rinf.: W.W.F. _ Clearances _._ Rinf.: Tendons _ Positions _ ... _Cone.: Mix #/psi ....t:::.... Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _. Consolidation ___ Mortar: Type/psi _ Mortar Batching ·-· Units: Block ../ Electrode Storage _. _ Units: Brick _ Torque Applied t/ Steel t:1..$. r.m ll'5"'aQ ~ _H:S.Bolts _ Metal Decking LElectrodes ~7CJ(.'t s~g,,:es _ Fireproofing ./ Other li,r-1"r"' {:J 'Ji, _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME 1) l:tb :-?.~~ (Print Clearly) INSPECTOR SIGNATUR::b ~ Q PSI-B-900-170(2)y CERT. No._9~:8~J..1..C.:;°1 ____ S~j).s..t_*_3..........,;S::L.l{,------ h.-zO -CK/ DATE ____ ,:__/ ___ ..:.....,c/0 ________ _ Ii -, Enilironmelital ~ '9 c:::r:u~~i::' Page_1_of_ · Consulting • Engineering • Testing INSPECTION REPORT CLIENT '6-c:? 4*:-0 Architect---"":J,,..,ljl"'--------------------- Engineer 4t!tl/tC-cON Contractor. '51;f?"ZAtl.-O s '!kt.o retc£l!cS INSPECTION MAT'L SAMPLING QTY _OSHPD 2!:::.. Concrete Cylinders ::t_ _OSA __ Cement . . __ Specialty __ Mortar Samples -·- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block ·)("' Concrete __ Fireproofing --__ Masonry -.-Units (block or brick) --__ Struct Steel __ Asphc1lt Concrete __ Prestress Cone __ Roofing __ Pile Driving _._ Reinf. Steel -- __ Fireproofing ___ Steel --- __ Waterproofing --H.S. Bolts ---- __ Non-Destructive -_-_Tendon·(Pt Strands) -- __ Soils Technician __ Other --__ Batch Plant __ Other --__ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) U!?bq ~7.:> (Address) eAfusilPf::H CM, REPORT NO. <2Sc"t-7c2-w.:. -71/7 7 Building Permit No. _9._7'-'--.... 3=5_,_1 .... ~,___ _________ _ Plan File No. __________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #~· ------------- Other ~:n""''' ~c.flo,, c.. i?1d/4r 3'...P €1CX12 w....,; MATERIAL DESCRIPTION INSPECTION CHECKLIST k-. Ririf.: Rebar Af.,,('5 (£~. ,Q ~ Plan & Specs __ Rinf.: W.W.F . ~ Clearances __ Rinf.: Tendons ~ Positions ~ Cone.: Mix #/psi '.'$2.2,.,-:,.oe,o _Sizes ___ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout: Mix #/psi ~ ConsolidationVta,.,.en,..,~ __ Mortar: Type/psi _ Mortar Batching -. -.-Units: Block _ Electrode Storage · __ ·Units: Brick _ Torque Applied __ Steel __ H.S. Bolts __ Metal Decking __ Electrodel? __ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE-~=-:'--+---,~o6-"",:::;..;.--- ps1-s-soo-11o(~l CERT. NO. tl'~PlJ/-88 DATE_...c..7,_,z::......:...'-/-_-..:..9-=S'-------------- Page_1_of J. INSPECTION REPORT PROJECT-(Name) Le46Lcl--i CLIENT __ L_~-,-~--- DATE __ 7_.__--=2 ..... 3_-_5:.,__..._9 __ Architect ___ ._h-!--/_o=--=L=--------e---- Engineer ___ d~~lff.---------Z:~~·--~o/~~--~'1........,-~~=-------- Contractor __ _,_J3--_._/5..-,:;...~-=---------- INSPECTION MAT'LSAMPLING OTY _OSHPD __ Concrete Cylinders ---- _OSA __ Cement -- _Specialty __ Mortar Samples -- _ Mechanical __ Grout Sampl~s -- __ Electrical ___ Masonry Prisms --- _Roofing __ Masonry Block -- _Concrete __ Fireproofing -- _Masonry __ Units (block or brick) -- v'struct Steel __ Asphalt Concrete -- _ Prestress Cone __ Roofing -- _ Pile Driving __ Reinf. Steel --- __ Fireproofing __ Steel -- _Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon .(PT Strands) _Soils Technician __ Other -- __ Batch Plant __ Other _ Bolt Pull-Out __ Other REMARKS (Address) T7 Q,.z/2 7iev, U. REPORT NO. o/o Z-"Z< ·-79 ·7 Building Permit No. ___ f_(_-~t'J~?~z..=J ____ 7 __ Plan File No. _______________ _ Govt-. Contract No. _____________ _ OSAor~HPD# _ ~ ~ -/- Other fe11JA-bt.111j -E~ ~- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar L Plan & Specs _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons v"'Positions __ Cone.: Mix #/psi ~-_ 1zes _ Gone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi ___ Consolidation _ Mortar: Type/psi _ Mortar Batching ·__ Units: Block _ Electrode Storage __ Uriits: -Brick _ Torque Applied L Steel /M(!'H. 1./')Z)o 'B ___ H.S. Bolts ·_ Metal Deck? .......-Electrodes _ 70X'X' See. IR'> _ Fireproofing s..f__ Other /fStkn II-:::~ _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of _the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF 'J;>{'f-,-, ~":"79 (Printz JNSPECTORSIGNATURl'J:4-~ PSI-B-900-170(2) :7(i3~ ~ .g .CERT. NO. r/{'76 DATE 7-2..z-, g' Page_1_of _!_ · INSPECTION REPORT PROJECT (Name)~/4--=e-i7'"'"'C>"-'/4'-'14-,,,,'-"--<-=cl=-· __ (Address) = -r' CLIENT_/ ___ ~_,_tJ ____ _ / DATE_ ....... 7_-Z.~2_-_J'_y' _____ _ Architect_~n~I_O_/c_-,--_____ _ Engineer _ __,,;1t'----'"''Jl-i)......,..__i....,....l .).....l'-=·_o/..___..//1--,-_ ~-'---'-'r ~'--"'·:c.....t. /:_.,_.,.I~=·' __ Contractor. ____ }5--1-4.,.,_·3=_C==-"--'-. ------'---'------'-- INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement ----· __ Specialty ___ Mortar Samples --__ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms -- _Roofing ___ Masonry Block -- _Concrete _. _ Fireproofing --__ Masonry __ Units (block or brick) -- ~Struct Steel __ Asphalt Concrete -- __ Prestress Cone -,-Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ St~el -- __ Waterproofing __ H.S. Bolts· __ Non-Destructive __ Tendon (PT Strands) -- _Soils Technician __ Other -.-. __ Batch Plant __ Other --·- ailf_45 i?ttt> , c.:. h L,,;.:;/ REPORT NO·--~r_./J___,2_6~L:~---/_/_ -~ _ (.0_7 __ Building Permit No. ___ 5-------=7_--'(7_'7...__Z=(_,,..__ ___ _ Plan File No·-------"------------ Govt-. Contract No.-------------- OSA ~SHPD #-~-----;-1----~~---1-~ Other -~y/kA ,~, -~-; f r;;;s;; MATERIAL DESCRIPTION INSPECTION CHECKLIST _· __ Rinf.: Rebar / Plan & Specs _ Rinf.: W.W.F. _ Clearances -, _ Rini.: Tendcms ..,/ Positions _ Qonc.: Mix#/psi _L:Sizes _ Cone.: Mix #/psi _Laps -: Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ _ Mortar: Type/psi _ Mortar Batching __ __ Units: Block r Electrode Storage __ Units: Brick · V Steel /Mr" fr! fh 6 t:J /) _ Torque Applied _H.S.Bolts _. Metal Decki~ ·; .· ....-Elect,od'.s -:7&~ Z,;;, _ Firepr&g ___ Corrective action required __ ,/ Other i;1,,,,. 3 ~ __ Bolt Pull-Out ___ Other. ---_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work; unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work i!"1spected only 1;1nd does not constitute engineering opin- ion or project control. · INSPECTOR NAME ~/J--x ~7 . ~(em,~ INSPECTOR SIGNATURE~~ 4/ PSI-B-900-170(2) ..£CBo cp7a '? 97) .;,t 3-S-I CERT. NO._...,.~'-"----L....>0'--,,.)...2'--_ __,.__._..._ _ __, _ _. __ 1.,_ __ _ r DATE ___ '7_-~z--.z_~_,/,._,7..__ ____ _ Page_1_of _f_ _INSPECTION REPORT PROJECT (Name)._&=-=---,~--=C'--'-~-"-~_._~d_...,_· __ CLIENT __ L ___ e:._,..,,._() ___ _ DATE __ 7~~,z_z_-_, __ y __ (Address)_-,,-----r-----74~-1-C~ ;z_/s 6M: v LAL . Architect __ ___.t/.......___e;_J_e.._~---,---------- Engineer __ //J!,~l~tte...___,~7'~~-i:.__~--..,..~-=-·-=· .c-,t-=:..:.,J:,::;.._, _ REPORT·NO. _ ___.__7 __ 6----'2=--"'-6_2--_._7 __ Building Permit No .. __ ..... ff;__,,,__-_O_C/~z..;......c..3 ____ _ Plan File No, ________________ _ Govt. Contract No. -------,,_----:--1=------- Contractor. __ ---f")5_ . ..__.J~/3 __ C_-,--_____ _ 0SA or Other·..;.:_f_~~~~:i...:S-..:'.~~5:iL.Ut2!::i~~~ INSPECTION _OSHPD _OSA _Specialty __ Mechanical __ Electrical __ Roofing _Concrete _Masonry _L Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'LSAMPLING _ . _ Concrete Cylinders __ Cement __ _ Mortar Samples __ Grout Samples _._ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing ___ Reinf. Steel __ $tee! __ H.S. Bolts __ Tendon (PT Strands) __ Other __ Other~-----"""" ___ Other ____ _ QTY MATERIAL DE$CRIPTION INSPECTION CHECKLIST _. __ Rinf.: Rebar _______ Plan & Specs _____ _ __ . ___ Rinf.: W.W.F. _ Clearances _____ _ ___ Rinf.: Tendons _ Positions ______ _ ___ . _ Cone.: Mix #/psi. _ Sizes _______ _ ___ Cone.: Mix #/psi· _ Laps ________ _ -.-_._ Cone., Mix #/psi _ Future Continuity #/psi, __ _ ____ Grout: Mix #/psi _ Consolidation. _____ _ __ · ___ Mortar: Type/psi _ Mortar Batching ____ _ ____ Units: Block _______ Electrode Storage ____ _ _____ Units: Brick . 71 _ Torque Applied __ /steel ,tstm. ffS'Q1:) 73 ________ _ _._. _. _ H.S. Bolts ______ _ __ __ Metal Decking . · --.-· L Electrodes &.to.xx 5e12tc ___ ' __ . Fireproofing __ ....,,... __ _ _. ___ ~ Other U:Z/41 /1-3& _ Corrective action required __ _ ____________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledg!;l, ~!I of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codE!S, This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAME :ba::z:i '"2-~ iPr1nwearly) :~,S:,~t;;.~,R SIGNATURF'bClr'ULt.<J CERT. NO. q23 70 $ DATE-~7'--_-'. z~z;_-_5..,..<i&-------- l •'~•,Information ~~• ®To Build On Engineering • Consulting-• Testing REPORT OF . CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 02, 1998 REVISION #2 OUR REPORT NO.: 059-70202-649 FIELD DATA: LOCATION OF PLACEMENT THE BEGINNING EAST COPLEX EXTERIOR RADIUS FOOTINGS PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 22, 1998 12:00 pm 4 71 79 May 25, 1998 PSI\DEREK PEtERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT · WATER FINE AGGREGATE COARSE AGGREGATE -ADMIXTURE ~DS UNLESS OTHERWISE INDICAIED:SLU_MP· CU3-90a· AIB CONTENT· C2~MPERAI\IBE: c100Ua(93)· CAPPING· SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17033 A 7 17033 B 28 17033 C 28 17033 D 60 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (tBS.) (IN:) 05/29/98 69000 6.00 06/19/98 8500'0 6.00 06/19/98 88,000 . 6. 00 07/21/98 98000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2440 28.27 3010 28.27 3110 28.27 3470 . 3000 NELSON & SLOAN 522 TYPE OF BREAK Cone Cone Cone Cone REMARKS: .K_ Cylinders made by PSI represehlalive. Cylinders picked up by PSI .K_ representalive. Test results comply with applicable .K_ speclficalions. Cylinders made by Archilecl's or Conlraclo(s represenlalive. Cyl[nders delivered to PSI laboratory. Test resulls do not comply with applicable. specifications. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROl'ESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F CONfORI Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 s tries, Inc. · L ,,,..~•, Information ~..,. ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 16, 1998 REVISION #1 OUR REPORT NO.: 059-70202'-684 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE LINE: B-8. 5 PERMIT #98-0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 09, 1998 08: 00 am. 3 1/2 65 77 June 10, 1998 PSI\DEREK PETERSON NELSON & SLOAN· SUPPLiE:R DELIVERY TiCKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE APMIXTUR.E NELSON & SLOAN 522 NOTE· APPLICABLEASIMJllhl:IPARPS UNLE~RWlSE INDICATED· SLUMP· Cl43·90a· AIR CONTENT· C23H1Jb· TEMPERATURE· CJD64-116193l· C½PPING· CJ23J-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17174 A 3 17174 .B 28 17174 C 28 17174 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER. TEST (LBS.) (IN.) '. 06/12/98 49000 6.00 07/07/98 76000 6:oo 07/07/98 76000 6 .. 00 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representa)ive. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratoiy. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1730 Cone 28.27 2690 Cone 28.27 2690 Cone : 2500 Test results comply with applicable X specifications. Test results do not comply with , 0 .. "\,. applicable specifications. , f s c6i7-94. c; t\\ . Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O .. K., CITY OF CARLSBAD ~.t¾ THESE TEST RES UL TS APPL y ONL y TO THE SPECIFIC SAMPLES TESTJD AND MA y NOT. BE .INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l •,GiJ lnfo1"f!Ultion ~.,. $ToBu1ldOn Engineering • Consulting • Testing . REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE l.30 CARLSBAD, CA 92008 June 22, l.998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #l. OUR REPORT NO.: 059-70202-697 LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE #2 PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June l.2, l.998 l.0:30 am 6l. AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 70 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June l.5, l.998 PSI\DEREK PETERSON NELSON&; SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17233 A 7 06/19/98 l.7233 B 28 07/l.0/98 l. 7233 C 28 07/l.0/98 l. 7233 D SPECIFICATIONS 28 ASTMC:39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 80000 6.00 l.00000 6.00 95000 6.00 Cylinders picked up by PSI X representative. CYLINDER COMPRESSIVE . AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28 .:27 '2830 Cone 28.27 3540 Cone 28.27 3360 Cone X REMARKS: X Cylinders made by PSI representative.· Cylinders made by Architect's or Conlraclofs representative. Gylinders deliverelj to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6l.7-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVIC!a INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, ~;:;, Service Industries, Inc. DAVID J. ~r?P DISTRICT~~ Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l »11GiJ Information ~~• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 22, 1998 REVISION #1 OUR REPORT NO.: 059-70202-698 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON·-GRADE #1 PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, 1998 07:30 am 4 1/2 60 74 June 15, 19.98 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE tlQil;;.Mel.lCAB).E ASTM STANDARDS U)!ll.~ERl!lllSEJNrnD·SLUMP· cm-sqa· AIR CONTENT· C231-91b· TEMPERATURE· _C:1064-86193)· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE .DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) 17234 A 7 06/19/98 71000 6.00 17234 B 28 07/10/98 92000 6.00 17234 C 28 07 /10/98 100000 6.00 17234 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2510 28.27 3250 28.27 3540 X Test resuu~rfply ~ specifications. NELSON & SLOAN 522 TYPE OF BREAK Cone Cone Cone Cylinders made by Architect's or Contracto(s representative. Cyljnders delivered to PSI lab<_>ratory. :rest results do not comply with applicable specifications. ·ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. s TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully submitted, ©J,nal Service Industries, Inc. DAV~(~ ~ DISTRICT ~G~ THESE TEST RESUl. TS APPl. Y ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT.BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t ..,;;J Information ~.;,• $To Build On Engineering • Consulting • Testing REPORT OF CONCRETE -COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008. July 01, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA" OUR REPORTNO.: 059-70202-733 LOCATION OF PLACEMENT BEGINNING WEST COMPLEX SLAB-ON-GRADE #2 PERMIT# 98-0976 DATE PLACED June 19, 1998 11:00 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. TIME SLUMP, IN. 6 1/2 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % 64 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 15; 1998 PSI\DEREK PETERSON NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE; APPLICABLE ASTM STANDABll!>..llli.LllllrneBWI.WNQI.CAI!a~.P· AIR CONTENT· C23Mlb' TEMPERATURE· C1064,86(93)· GAPPING· C1231-~3 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY . IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN,) (SO.IN.) (PSI) TYPE OF BREAK 17287 A 7 06/26/98 50000 6.00 28.27 1770 Cone 17287 B 28 07/17/98 71000 . 6 .00 28.27 2_510 Cone 17287 C 28 07/17/98 nooo· 6.00 28.27 2510 Cone 17287 D 28 07 /17/98· 72000 6.00 28.27 2550 Cone SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. _ Cylinders made by Archilect's or Contractor's representative. Cylinders delivered lo PSI laboratory. Test results do not comply with applicable specifications. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY.PROFESSIONAL SERVICE INDUSTRIES, l~C. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. DAVID J. RYAN, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l •-..,i;iJinformation ~..:111• ~To Build On Engineering • Consulting • Testi1'g REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 July 01, 1998 PROJECT: LEGOLAND THEME PARK CARLSB11,D, CALIFORNIA REVISION #i OUR REPORT NO.: 059-70202-734 LOCATION OF PLACEMENT BEGINNING WEST COMPLEX SLAB-ON-GRADE #1 PERMIT# 98-0926 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 19, 1998 08:30 am 6 60 AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 22, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPP~IER NELSON & $LOAN DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDI\BQ.SJ.JNLESS OTHERWISE INDICATED· SLUMP· C143·90a· AIR gQNTENT· C23J-91b· TEt,lf'ERATURE· C,:106,1-86(113)· CAPPING· c1231.93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN:) 17288 A· 7 06/26/98 53500 6.00 17288 B 28 07/17/98 75000 . 6.00 17288 C 28 07/17/98 77000 6.00 17288 D 60 08/18/98 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representalive. Cylinders picked up by PSI X representalive. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. WILL HOLD 1.CYLINDER FOR 60-DAY BREAK TECHNICIAN: DEREK PETERSON CYLINDER COMPRESSIVE AREA STRENGTH (SO.IN.) "(PSI) TYPE OF BREAK 28.27 1890 Cone 28.27 2650 Cone 28.27 2720 Cone 2500 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. Respectfully submitted, ... Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F DAVID J. RYAN, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 9867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l.., ~•J lnfonnation ~-'• ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVI.D CATTLE LEGOLAND ESTATES JNC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 01, 1998 OUR REPORTNO.: 059-70202-737 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX ALONG G LINE ON J DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 24, 1998 10:50 am 4 1/2 74 79 June 25, 1998 PSI\ROLAND ROOT NELSON i SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 708461 522 NQIE· APPLICABLE ASTM STANDARD.SJJNLESS OTHERWISE INQICATED: SLUMP· CU3-90a· AIR CONTENT· C231-91b· TEMPERATURE· C1064-§srp3)· CAPPING· c1231.g3 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYUNDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER . ORSETNO. (DAYS) TEST (LBS.) (IN.) 17312 A 7 07/01/98 63000 6.00 17312 B 28 07/22/98 88000 6.00 17312 C 28 07/22/98 85000 6.00 17312 D 28 07/22/98 82000 6.00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X represenlative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN,) (PSI) TYPE OF BREAK 28.27 2230 Cone 28.27 3110 Cone 28.27 3010 Cone 28.27 2900 Cone X Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCO~DANCE WITH ASTM C617-94. TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE' CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSffilES, INC. PSI A-200-4 (4)F Respectfully submitted, cJ;;;/~nal Se~ice DAVID J Y , RCE DISTRIC MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ·.,~ •J Information ~..,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: July 01, 1998 OUR REPORT Nd.: 059:-70202-740 FIELD DATA: LOCATION OF PLACEMENT BEGINNING FIRST AID CURB BETWEEN LINES 2 & 3 ALONG A LINE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 24·, 1998 10:15 am 4 1/2 71 80 June 25, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE ~ICAa.L£;ASTM STANDARDS l/NLESS,QilJERW!S,EJNDJCATEP·SWMp· c143.9oa· AIR coNtENT-C231-Q1b· TEMPERATURE· c_1os,1.escy3)· CAPPING· c1231.93 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS) (IN.) 17311 A 7 o7/01i98 66000 6.00 17311 B 28 07/22/98 91000 6.00 17311 C 28 07/22/98 95000 6.00 17311 D 28 07/22/98 92000 6.oo· SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2330 ·28.27 3220 28.27 3360 28.27 3250 NELSON & SLOAN 708442 522 TYPE OF BREAK Cone Cone Cone Cone Cylinders made by Architect's or Contracto(s ·representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS -CAPPED IN ACCORDANCE WITH A$TM C617-94. AVERAGE 28-DAY CYLINDER IS 3090 PSI TECHNICIAN: ROLAND ROOT cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (4)F DISTRICT Professional Service Industries, Inc.• 68q7 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 dustries, Inc. l .. ,,,.., Envl~ ..,..,,. Geotechn1cal •-.. Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD·, CALIFORNIA CARLSBAD, CA 92008 DATE: June 10, 1998 REVISION #4 OUR REPORT NO.: 059-70202-673 FIELD DATA: LOCATION OF PLACEMENT BEGINNING FIRST AID OFFICE BUILDING FOOTINGS PERMIT #.98-0919 DATE PLACED Jurie 02, 1998 SUPPLIER TIME 07:30 q.ffi DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 67 WATER CONCRETE TEMPERATURE, °F 73 FINE AGGREGATE DATE RECEIVED IN LAB June. 03, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK P~TERSON ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN NOTE· APPLICAel.S ASTM STANPABDJ>..l.J.NI.EllS.QTHERWJSE INPICAiED· SLUMP· Cl43-90a· AIR CONTENT· C231-91b' TEMPERATURE· C1064-8Bf93l· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER · CYLINDER COMPRESSIVE· AREA STRENGTH NELSON 701897 522 & SLOAN NUMBER OR SET NO. (DAYS) TEST (L_BS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK : 17111 A 7 06/09/~8 · 70'000 6,00 28.27 2480 Cone 17111 B 28 06/30/98 96009 £5. 00 28.27 3400 Cone 17111 C 28 06/30/98 98000 6.00 · 28 .27 3470 Cone 17111 D 60 08/01/98 101000 6.00 ~8.27 3570 Cone SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI represenlative. Cylinders picked.up by PSI X. ·representative. Test results comply-with applicable X specifications. Cylinders made by Architect's or Contractofs representative. Cylinders delivered to·PSI laboratory. WILL HOLD 1 CYLINDER FOR 60-DAY BREAK TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROT~ERS, H,O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•200•4 (4)F Respectfully submitted, c::;:_ssional Servi e Industries, Inc. ~- DAVI: ~y , RCE DISTRIU'~AGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 L ... .ra•J ~ ·a,'6111• Geotechn~cal, •-. .. Construction Consulting • Engineering • Testing REPORT OF CONCRETE COMPRESSION, TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT, LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 REVI'SION #1 OUR REPORT NO.: 059-70202-663 FIELD DATA: LOCATION OF PLACEMENT BEGINNING WEST COMPLEX FOOTINGS LJ;NE L-8 PERMIT# 98-0~26 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 2$, 1998 08:00 am 3 1/2 70. 74 June 01, 1998 PSI\DEREK PETERSON NELSON & SLOAN $UPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE· ADMIXTURE NELSON & SLOAN 700775 522 NOTE· APPLICABLE ASTM STANDARDS UNLE.SSQ11:11:RW1SE INDICATED· SLUMP; CH3-90a· AIR.CONTENT· 0231-91 b· TEMPERATURE·_ c1oa4-~ac931· CAPPING· 01231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS)_ 17069 A 7 17069 B 7 17069 C 28 17069 D 60 SPECIFICATIONS 2·8 . . COMPRESSION TEST RESULTS ASTMC39-94 .. TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) - 06/04/98 6'1000 6.00 06/04/98 42000 6.00 06/25/98 78000 6.00 07/27/98 90000 6.00 .. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2160 Cone 28.27 1490 Cone 28.27 2760 Cone 28.27 3180 Cone 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by, PSI X repr!'sentative. X Test results comply with applicable specifications. Cylinders made by Architect's or _ Contractor's repres!)ntative. Cylinders delivered to·PSI iaboratory, TECHNICIAN: DEREK P~TERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F I RCE DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 OCT 23 '98 11:32 FR PSI CORONA CA . - 909 272 4271 TO SAN DIEGO P.05/12 REPORT OF DAILY BUlL T-UP-ROOFING IN'SPECTION OWNER: Lego Land Estates. Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: .Hayden Roofing Company DATE: October 5, 1998 Areas worked: The Beginnings (west building) ,,. -PROJECT: ugo Family Park USA Cannon Road, Car[sbad, CA REPORT NO: "0S9-70202, 219-77044 (63)-9 7 cl _____________ % Project Completed: __ _,..._-=-40:.,.,%.:...o ___________ _ Weather: sunn Temperature: 60 °F to 80 "F Roofing foreman: Bill Sellon: Crew Size:L_Timc Worked: 7:30 a.m. to --=3.:.:::3:.:.0...,p"".m==.'----------- Cant Size: 3" Type of Drain'-': Smi=·=th _______ _____,Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: _ yes Slope: 1/4" per foot Material :Protection: On pallets? yes Covered? _ye=s,____ Labeled'! yes Dry? _.y __ e.._s ____ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: 1" square head nails Spacing: 18" O.C., 9" O.C. at laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing _ Specification No: GMS-2-3-lll Modified Number of Piles: Three Application Method:_.,s=·o __ li=d __ h=o-=-t =m=o,..,p""--------- Surfacing: Type: rock _ Embedment:--=s=o=li=d..:.:h=o.a..t m=o,._p _______ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.=:MB=F __________ _ Attachment Method: solid hot mop Fastener: l'.' square head nails Spacing: 9" O.C. Bitumen: (EVT °F) Type: III . Bulle shipment or carton? __ ---"c=a=rt=o=n ________ _ Kettle Temp: 9:30 a.m. 275°F' ·11:30 a.m. 505 "F 1: 15 p.m. 510 °F Rooftop Temp.: __ a.m._'1F __n.m. ------'--°F __p.m. _°F · Edge Metal Type: n/a · Gauge: 24 Counter Flashing: Type: n/a Gauge: _____ _ Night Seal: ___ h=o=t=as"""p~h=al ___ t ___ --------------------------- Debris Removed: yes Penetrations Sealed:___.,y=es"--___ Test Cut: --=n=o ______ _ COMMENTS: ". ~-.... l . Laid 2 ply base at s.eismic straps. 2. Laid cam strip and nailed down with 3 each No. 8 nails per cant strip 3. Mastic at drains, laid base, let relax, nail down at 18" O.C. and 9" O.C. at laps. 4. Solid mopped one ply Type IV ply sheet. 5. Solid mopped one ply polybase at drains and pipe pcn~trat1ons; 6. Mastic drain leads and pipe jacks i11 place,prime on lop. ii I . . .. ' PSI INSPECTOR: Berl Mantik '' I• I ' I Prnfc!;sional s~rvice In~\!~a'ics. l°'<_., 350 S, Mnplc, Unit K. Corona, CA C)l720, (909} 272-4230 ·.·-:,· OCT 23 '98 11:32 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.06/12 REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road. Carlsbad, CA GENERAL CONTRACTOR: Bernards Brotl1ers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofmg Company DA TE: October 6, 1998 REPORT NO: 059-70202, 219-77044 (64) ..-q73 Areas worked: _ _,Th=e=.B=eg=inn=in=g._s,,._(w ... e=st:..::b=u=ild=in:.:.cg.,_) __________ __, _____________ _ _______________ ·_· __ % Project Completed:_.....,...,....... ________________ _ Weather: sunn Temperature: 60 "F to 80 np Roofing foreman: Bill Sellon Crew Size:L_Jimc Worked: 7:00 a.m. to __ 3 ___ :3-=-0..._p=.m=·------------- Cant Size: 3" Type of Drain: Smith Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: yes . · Slope: 1/4" per foot Material Protection: On pallets? yes Covered? ..-ye=s,__ Labeled? yes Dry'? _.y.:;es"'-· ____ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: l" square head nails Spacing: 18" O.C., 9" O.C. at laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-IlI Modified Number of Piles: Three Application Method: ____ s __ o=li=d=h=o ...... t m=·=o...,p ________ _ Surfacing: Type: rock Embedment:---=s-=-o=li __ d""'"h""'o ... t m ........ o .... o _______ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. """:MB=F,,__ _______ _ solid hot mop · Fastener: I" square head nails Spacing: 9" O.C. Attachment Method: Bitumen: (EVT "F) Type: Ill _ Bulk shipment or carton'? ____ ca=rt=·o=n'----------- Kettle Temp: 8:30 a.m. 500°F 11:30 a.m. 510 °P 12:30 p.m. 510 °P Rooftop Temp.:_ a.m._°F ~.m. °F ___p.rn. _.iF Edge Metal Type: n/a Gauge: ____ 24 __ Counter Flashing: Type: n/a Gciuge: _____ _ Night Seal: ---".h..,.o~r:..:a::::s/:::"ph==a=-lt:::..-----------------'------------- Debris Removed: yes Penetrations Sealed: needs.mastic COMl\.-IENTS: 1. Solid mopped moditjed cap into place. 2. Nailed base to walls with l" square head nails. 3. Solid mopped modified cap to walls and nail on top, 9" O.C. NOTE: Sales representative for G<..-nstar showed up. He was satisfied with the work. PSI INSPECTOR: Bert Mantik Test Cut: no -=------- ; I ,! Proti:s::ionnl Service lnd1m:rics, Inc., 3S0 S. Maple, Unit K, Corona, CA 91720, (9119) 272-4230 lL Ji i/ Information • ®To Build On Page_1_of _J Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)--=L;.::o,e=-,fi-7'-",/'-'/;yy\;=-1--"'-d"""""-· --CLIENT_~L~~-G .... -70~--- DATE __ /;;}~-_y ___ -___,5'-"'<g.___ Architect __ _.} ..... ±4---'00,C.......,_(_ ________ _ Engineer ___ ---'-Y'{)_..__c:s..."----'rv\.'-----='---------- Contractor. ___ E..._ ...... B""""'-..... C __ .-________ _ INSPECTION MAT'L SAMPLING ~ __ QSHPD .20._ Concrete Cylinders _OSA . __ Cement __ specialty __ Mortar Samples -- __ Mechanical __ Grout.Samples· __ Electrical __ Masonry Prisms --__ Roofing _· _ Masonry Block· -- 1concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving -. _ Reinf. Steel -- __ Fireproofing . __ Steel __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other --. __ Batch Plant __ Other -·- __ Bolt Pull-Out __ Other -- REMARKS -I (Address) _________ __ · C~t2-l s f)Y--1:i) (.;; \ REPORT N0. ___ 1.._6=--2_.Q .... · "'L--=-=_-__./2 __ cJ ___ g"-7_ Building Permit No. _____________ _ Plan File No, _______________ _ Govt. Contract No.·_-------------- . OSA-o.LQ.SHPD # ~ ,. _ '4- 0ther ~ 6 1 ~ n 1"' j -l:::.. A-ft) I Je sll MATERIAL DESCRIPTION INSPECTION CHECKLIST _fl Rinf.: Rebarlr,r;Itv1 A"-1. t~ -12-Plan & Specs _ Rinf.: W.W.F. · _i!! Clearances - _. Rinf.: Tendons iJ..-Positions _& Cone.: Mix.#/psi:>S""l. /J ~ ~Sizes _ Cone.: Mix #/psi -¥,;Laps _ Cone.: Mi~ #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _)/J_ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel. _H.S.Bolts _ Metal .Decking _ Electrodes _ Fireproofing _ . Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME D~ J2~&-s 9. INSPECTORSIGNATUR~"'~½-2 PSI-B-900-170(2) CERT. No._Cf-H&=---7.t.....::.0:....3L..-f-, ____ ).......,/).,..0---f-__,3.._5:._I __ DATE ___ /;)._~_l"'----J-_._°/?'-w--____ _ l ""tt!'>ail Information I.!!.~• ®To Build On· Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 14, 199.8 REVISION #2 OUR REPORTNO.: 059-70202-837 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST STARTER WALL DATE PLACED TIME August 06, 1998 07 :30 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS 522 AIR CONTENT, % AIR TEMPERATURE, °F 72 CONCRETETEMPERATURE, °F 87 DATE RECEIVED IN LAB August 07, 1998 FIELD DATA SUBMITTED BY PS I \DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS,uNLEQ./o.OTHERWJ&E INQICAIEQ:.SJ.l.!MP· C!43-90a--,MR..C~URE· C10BU6(9;!)· CAPPING· c1231.93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17559 A 7 17559 B 28 17559 C 28 17559 D 56 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 08/13/9'8 62000 6.00 09/03/98 82000 6.00 09/03/98 84000 6.00 10/01/98 87000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) 28.27 2190 28 .27 . 2900 28.27 2970 28.27 3080 3000 TYPE OF BREAK Cone Cone Cone Cone REMARKS: .K Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. 56-day break meets 28~day specification requirement TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BRO~HERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F C Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 ~ Phone 619/455-0544 • Fax 619/455-1170 l •1 Infonnation • .ToBuildOn Page_1_of -1... Engineering • Consulting • Testing INSPECTION REPORT CLIENT___.~-. .... tx,........,O _____ _ PROJECT (Name) /4ao ~ c:1· DATE __ g_-........ ,2_/_-_.__f_..fs''--_ Architect.__---tH-+-C)=-__.,.K:=---------- (Address) ~· ~ REPORTN~. ~~4!c' Building Permit No. . ... ~2..3 Engineer ___ W)_~-t--~fv\-~--------- Plan File NO,....;..·--------------- ~ovt. Contract No. ______________ _ Contractor: ____ ]3___..'---']3.____t-=-~-------'---OSAor OSHPD # ... ~ Other &11'n-111.1 b 7.S -tffes/ z;;;;;;/~ ·INSPECTION MAT'L SAMPLING otv MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD __ Concrete Cylinders --· _ Rinf.: Rebar -2!.. Plan & Specs _OSA __ Cement --_ Rinf.: W.W.F. _ Clearances _specialty __ Mortar Samples --·-_ Rinf.: Tendons ~ Positions . __ Mechanical __ Grout Samples --_ Cone.: Mix #/psi XJ Sizes __ Electrical __ Masonry Prisms · --·--: _ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete __ Fireproofing __ Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching _,o_ struct Steel __ Asphalt Concrete --___ Units: Block ~ Electrode Storage __ Prestress Cone ___ Roofing _ Units: Brick Aa:sa i3 _ Torque Applied __ Pile Driving __ Reinf. Steel _lL Steel ~1"~ __ Fireproofing __ Steel --_H.S.Bolts __ waterproofing __ H.~. Bolts -·--_ Metal Deck~ .. __ Non-Destructive _._Tendon (PT Strands) ---·-_;f__ Electrodes ~ _7..-,~y c;.:..d ,;.<. __ Soils Technician ___ Other ----_. _ Fireproofing __ Batch Plant __ Other ...K.. Other~L"""'-A-~/,0 _ Corrective action required __ __ Bolt Pull-Out __ Other ----_ Corrections completed CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building.codes. =t:hjs report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO.__,n ............. 7 ____ 0_J_~_])~4-·5'-=£'i.,.....·. / ___ _ . ,~,,_ DATE __ ..-f_,7z?,;._;/._-.-1-r'-4i·,,_-· ------- l •.,11!!!";/ Information ~.., ... To Build On . Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT---L=.::o. ~,::;...;:~---0.___ __ _ PROJECT (Name) Le,GQ/H-rld· DATE_~9__,-e8":~---1-'7-""L~--------,- (Address) ~ (k/sBIA}), L!;!_ • .REPORT NO. __ 7___..tJ ...... Z..,..Ll ___ ?_~ __ 7_'.5. _ _g_ Building Permit No. ___ q_:s?:.__-....,0 .......... 9~2..=---/ ___ _ Architect __ _._H-'----'(J::;.........c../C ___ --'--___ _ Engineer ___ yYl__..._ ..... •-.IYZ.___ _______ --"'_ Plan File NO,---------------- Govt. Contract No.--------------- OSAor OSHPD #-------c,-..----.----- Contractor. __ __,,7?_"-"'/5"'-''--c='------------_.;..-Other /f€6tbnM6, ,. 7:,~d 'ZircGZ.s INSPECTION _QSHPD _ QSA _Specialty _Mechanical _ Electrical _-_Roofing _ concrete _ Masonry Lstruct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _waterproofing _ Non-Destructive _ soils Technician _ Batch Plant _ Bolt Pull-Out MAT'L SAMPLING __ Concrete Cylinder~ __ Cement _-_Mortar Samples __ Grout Sampl~s _ Masonry Prisms ___ Masonry Block __ Fireproofing __ Units (block or brick) __ A~phalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other __ Other ____ _ __ Other--,-___ _ QTY MATERIAL DESCRIPTION \'JINSPECTION CHECKLIST ____ Rinf.: Rebar _______ -..,c::... Plan & Spe·cs _____ _ ____ -Rinf;:W.W.F.. _Clearances _______ 1 ____ Rinf.: Tendons _ Positions _______ : ____ Conc.:Mix#/psi _Sizes _______ _ ______ Conc.:Mix#/psi _Laps _______ _ _____ Cone.: Mix:#/psi _ Future Continuity #/ps._· __ _ ____ Grout: Mix #/psi _ _ Consolidation _____ _ ____ Mortar: Type/psi _ Mortar !3atching ____ _ ____ Units: Block _ Electrode Storage I' ___ . _ Units: Brick _ Torque Applied . __ ..L Steev'/$'(J?t 6 * ____ H.S. Bolts _ __,.---=--- --.J2_ Metal DeckingJn""m /l't'lh __ -2£. Electrodes t£ t,O lb ____ . Fireproofing ________ _ ____ . Other . _ Corrective aption required __ ; ____________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To' the best of our knowledge, all of the.reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NA";])/9,v ~&G,r:; w~ INSPECTOR SIGNATUR&-Pf ~ PSI-B-900-170(2) -- CERT. No._C/....µ8--..7i,_,,.C._.3',-, _$~"/2.,___-::P:.---'3=-=~-1/ __ _ DATE...,,._.~_9..__-_z::g~_-_55?::.__.._ ____ _ l ;/ Information • .ToBuildOn Page_1_of _l_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT(Name) LeGoLJ CLIENT_.,,...U .... ,£.t::z~Q,.__ __ _ DATE_~/_0_-~/_-~9~5{,___ Architect __ _,_b,_! __ a-.,c_.. ...... C ___ -,--__ _ (Address) p REPORTNO. =~-;{_, . Building Permit No. 7 f' 0:-/ 2c, Engineer ___ """d/--'-~--'+:£.-....:.1('/_,____ ______ _.;_. __ _ Plan File Nq, _______________ _ Govt. Contract No. ______________ _ Contractor ___ ....,;3~___,,11-.._.""e..e-_______ _ CSA-or OSHPD # ......_ J _ Other Li~ft:"',~:/ '61oL a;;, /4,;i, INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --·_ Rinf.: ,Rebar _l!2_ Plan & Specs _OSA __ Cement _ Rinf.: W;W.F. _ Clearances __ Specialty __ Mortar Samples ----_Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples _ Cone.: Mix #/psi -2!!..sizes __ Electrical __ Masonry Prisms ----·__ Cone.: Mix #/psi _Laps __ Roofing ___ Masonry Block ------Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing --__ Grout: Mix #/psi _ Consolidation __ Masonry ___ Units (block or brick) --____ Mortar: Type/psi _ Mortar Batching Lstruct Steel __ Asphalt Concrete --_ Units: Block ..1!!... Electrode Storage __ Prestress Cone __ Roofing ----_._ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel LSteel lt1S..'!l!Jo ~~QQ 'E. __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --_. Metal Deckina., . __ Non-Destructive __ Tendon (PT Strands) -12... Electrodes ~2Q.x.X. 5e~,~ 'S __ · Soils Technician __ Other --___ Fireproofing - __ Batch Plant __ Other ----A1 Other ltS 1"' ~ l/:.~-~-B _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge,.all of the reported work, unless otherwise noted, substantially complies with' approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. ·· · -· · ~~-f---l'"--""-z ___ a_'5.__1~S""'-"'-'l)~#~3 ..... s:; ___ -;J __ INSPECTOR SIGNATURE_,I---Jt..,l.tbl,¢...~-',,~..d.!!~...J.:._ DATE ___ .,_p.-6.__-..__/_-_~+-JJ------ PSl-8-900-170(2) l ;/ lriformatiott • .ToBuildOn Page_1_of J_ Engineering • Consulting • Testing INSPECTION REPORT cuENT_· _L_c_fz~O ___ _ DATE_-'t:f __ -_...,~ ........ Q..._~_·9_~=---- Architect._ __ ___.l/'--_C)_ .... t: ________ --'-- Engineer ___ _.J77_.........__Q _ _./Y/ ________ ---'------------ Contractor: ___ 3_,_-,,:;.....__,3.....,.__e""'""'-------------- INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _QSA __ Cement __ Specialty -. _ Mortar Samples --__ Mechanical __ Grout Samples ----__ Electrical . __ Masonry Prisms --·-__ Roofing __ Masonry Block --__ concrete __ Fireproofing ·--__ Masonry __ Units (block or brick) -- -lLstruct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. B9lts -- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other --__ Batch Plant __ Other . __ Bolt Pull-Out __ Other REMARKS PROJECT (Name). ktao .~ d (Address)_;:;-=-~---,,---· ____ 6~~"'--. REPORT N0. _ __, ....... ~-~---=2-0~_z.,_-....:...~---YP __ Building Permit No. _____________ _ Plan File No, _______________ _ Govt. Contract No. ______________ _ OSAor~Heo #= Other M_-r1 .... ~A r / MATERIAL DESCRIPTION __ Rinf.: Rebar __ Rinf.: W.W.F. _. _ Rinf.: Tendons __ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Grout: Mix #/psi _ Mortar: Type/psi _. _ Units: .Block __ Units: Brick _(}_ Steel 1«1),:!::J 14:<:t!,o 'B -. H.S. Bolts _ Metal Decking ..)2__ Electrodes 5.:::Zb;<X ·_ Fireproofing . . i~er. ~r"""'-. A'SJ ,>t'INSPECTION CHECKLIST _ Plan & Specs _ Clearances ~Positions Sizes _Laps _ Future Continuity #/psi _ Consolidation _ Mortar Batching ~ Electrode Storage _ Torque Applied _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all:of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · CERT. N0.----1.q-~'-IZ~<1"--:?~....:.S.:::...a:J>;___·#-=3.~St'-I""/:_ __ _ DATE __ --.9_-....:;J.=C_-~)T4--------- l ;/ Information • .ToBuildOn Engineering • Consulting • Testing cuENT __ L~e""""~~a'-· __ _ DATE _ __._/~0_-__,,Z.,=----9 ...... '[ __ Page_1_of _L· -· INSPECTION REPORT· PROJECT (Name)_.-U:C/1;..-,;.-......~___,4::n~ . .-d .... · __ (Address)---.----.-----r1-,,,,.~ Architect __ ---"-f{_ ....... o---"A=C"-----,-----'----"--- REPORT NO. __ l_-~~1:: ........ -"""'t""""'-~~J?ii"--2""'_ Building Permit No. ____ ..... 2_8'~0._9 ..... Z--...3~--- Engineer __ __,,.n1__._+-'S, .... -"""'01--'-__ . _______ _ Plan File No. _______________ _ Govt. Contract No. ______________ _ Contractor. ___ i3~_B~C~--"------,-----'--OSAor OSHPD # -j-- Other M91twa,s.S -,.. J;.;i ~ /)~ T // INSPECTION _ OSHPD _OSA _ Specialty _Mechanical _Electrical _ Roofing _ Concrete _ Masonry L Struct Steel _ Prestress Cone _Pile Driving _ Fireproofing _. _Waterproofing _ Non-Destructive _Soils Technician _Batch Plant _ Bolt Pull-Out MAT'LSAMPLING __ Concrete Cylinders __ Cement _ Mortar Sa1T1pies _ Grout Samples _ Masonry Prisms _ Masonry Block __ Fireproofing __ Units (block or brick) _ Asphalt Concrete ___ Roofing __ Reinf.. Steel. __ Steel __ H;S. Bolts __ Tendon (PT Strands) __ Other __ Other_·--'---- . ___ Other ____ _ Qty MATERIAL DESCRIPTION INSPECTION CHECKLIST _____ Rinf,: Rebar_-'------tL Plan & Specs _____ _ _. ___ Ainf.: W.W.F. -_!_ Clearances _____ _ ____ Rinf.: Tendons _ Positions ______ _ ____ Cone.: Mix #/psi ~ Sizes_......, _____ _ _____ Cone.: Mix #/psi_-____ Laps _______ _ _____ Cone.: Mix #/psi _____ ·_ Future Continuity #/psi,_--'-_ ____ Grout: Mix #/psi ______ Consolidatio ._ ____ _ ____ Mortar: Type/psi _______ Mortar Batching. ____ _ ____ Units: Block_________ ~ Electrode Storage ___ _ ____ Units: Brick Z _ Torque Applied _ LSteel lt,1"1'7 7/$2:)0 -~ -------- -· __ H.S. Bolts ______ _ ____ M-Doo~~~-----~ __ -L Electrodes A?dkl:S ~~~ ____ Firepr~ _ _ _ -· -.d.... Other~ i/?.r. H ..x.. Corrective action required __ - ----------,-·_Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME j) fttv ~ '1 ""rt:G G ':Z INSPEGTORSIGNATUR-;z:a,_'{2.~. 0 PSI-B-900-170(2) . ~y CERT. NO._gg.µw..J]u..i0._,,_3_5~:V..c..4_· .....::3..i.-iS::~/ ___ _ DATE_....i-;"---_._/0=--_,,2,.,__-_jL-~-..------ Professional Service Industries, Inc. American Engineering Division · Page..2.of? INSPECTION REPORT Project Name (per plans) ___ L_e_6, ___ o_fi_~__.:,_· ...;._cl=.·'----·._·__.~~ .. ::.::=~==.;~"":..::. .. ..!,..;~;:;<-~::._:~:..=.c;,~-· _B,s=--'-_-~l--~~~ ...... kt~~ Inspection Date ... Inspector's Name+-4.J--::+--f.._~~~~-X--"----__:__:__~_ PSI B-900-171 Page_1_of_ INSPECTION REPORT DATE b-1-'16 Architect_.......,.'""L=----------'--------''-------'.,... Engineer m ~'14-TI µ INSPECTION MAT'L SAMPLING QTY· __ OSHPD __ Concrete Cylinders --_OSA : __ Cement --- ~Specialty __ Mortar Samples --__ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block ..2::._Concrete __ Fireproofing ----- __ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete __ Prestress Cone _._Roofing __ Pile Driving ___ Reinf. Steel -- __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) ---- __ Soils Technician __ Other --__ Batch Plant __ Other -- __ Bolt Pull-Out ___ Other -- REMARKS PROJECT (Name) J.47PO UIJVi). (Address) 41&-:. 13,qp &!, REPORTNO. o5C"r~7o2DZ ~SCJ 13 Building Permit No. -2-'8_-~Q_ct_L_'-" _________ _ Plan File No, ______________________ _ Govt. Contract No. ______________ _ OSA or OSHPD #-------------- Other i30~i ry,1.1 It'? c., u.:i (:J"5·r ~r1-1. PUO". MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar "71,;,,s ~12..!,i.O _::::. Plan & Specs _ Rinf.: W.W.F. ~ Clearances _ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi _ 2:_ Sizes -__ --Cone.: Mix #/psi _!5:._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 t...'\ N L"":;, - A-l 1.- 52.&$0 . 5 l\ Q "' 5 rlSC..,s-1 c...A-n orvs. .- CERTIFICATION ol=-c· PLIANCE: To the best of our knowledge, an of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building cocle~. This report covers the tocations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _:t)_.__"""'ID:k...-... \f\..,L--=--~--'----~-'-""lffi ....... -ro.,...,_..~ .. 2~0~•_,.wc...- lNSPECTOR SIGNATURE_y_..... ___ .... (P-rin4tC-le,-art-y)_-:)4\ __.,_.)\"-,-_ _,. A'? .. 'P PSI-B-900-170(2) DATE tr\-':) to CLIENT /.-@a Y&'D DATE ~ -2--9 8 INSPECTION REPORT Page_1_of_ PROJECT (Name) L-eho LAtVi) (Address) 64(LL.5o-to cw. R!:PORT NO. os,, ·70201-. -~51 Architect_.:...,.;./=o-"'K:..=------------------- Engineer MfU-VN Building Permit No. --;:__ ..... f-.... 2_-.:._ .... '?""".~""'-z.;...:~=------------ Plan File No,-~--'---'--,------------- Govt. Contract No.------------'------- OSA or OSHPO #-------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION ·INSPECTION CHECK.LIST __ OSHPD __ Concrete Cylinders '>,,__ Rinf.: Rebar ~!i:!~:S: -6'-:i.. t.o ..:::__ Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F. >--Clearances ...2:.... Specialty __ Mortar Samples --__ Rinf.: Tendons >,;-Positions __ Mechanical __ Grout Samples . -!::i._ Cone.: Mix #/psi S '2. 7.../~e-0 o _Sizes __ Electrical __ Masonry Prisms ---___ Cone.: Mix #/psi ___ Laps ! __ Roofing __ Masonry Block --.--Cone.: Mix #/psi . _ Future Continuity #/psi ..K_concrete __ Fireproofing --__ Grout: Mix #/psi X Consolidation V(!?bf n2 ,'7... __ Masonry __ ·Units (block or brick) --___ Mortar: Type/psi __ Mortar Batching __ Struct Steel __ Asphalt Concrete --__ Units: Block _ Electrode Storage : __ Prestress Cone _-_Roofing --' ___ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --__ Steel __ Fireproofing __ Steel -, -H.S. Bolts I -·-' __ waterproofing __ H.S. Bolts --__ Metal becking : __ Non-Destructive __ -_Tendon (PT Strands) --__ Electrodes· . __ Soils Technician __ Other ___ Fireproofing . __ Batch Plant __ Other --__ Other _ Corrective action required __ 1 __ Bolt Pull-Out __ Other -.--' _ Corrections completed REMARKS AT ::X\llT. :s=: o o TI t\.:>C·, S 6 ~' Q :vV>..::n:, \:\ ) r\. - \ :ro 7 J _ \ -P IP N j . N TO W"' -G:, rn l ; .d <;. ,S: -7 :ro s . ~ T1;-:SU£U \.L} \'CH; 3:>g.,,N1V1N6 C:,~::C A1;Q B\.'S:>-C::.,t;;.>S, otoo1"l-l'C-l?<:f&-PLd!VS 'fil: $"Tl'\i!-T AT -e,.c,o..;.,__, t5,U"l> ..;, '\'~\SI'\.-,..._, <S i>e:."-L 1(...1(.A 770N$ t' CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all-of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does r:iot constitute engineering opin- ion or project control. CERT. NO. Oe1¾2<t 9.r -0-!I DATE. b--::Z.-5g PSI-B-900-170(2) ' Page_1_of_ INSPECTION REPORT DATE _ _.,6~-_z_-~2~$..__ ____ _ Architect ____ //--'0 ___ 1c..=--------------'-----'---- INSPECTION MA T'L SAMPLING otv _OSHPD ~ Concrete Cylinders _l:L_ _OSA __ Cement -- ~ Specialty ___ Mortar $amples __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms __ Roofing __ Masonry Block _k Concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing ----- __ Pile Driving ___ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive ____ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ .Other -- __ Bolt Pull-Out __ Other -- REMARKS 5 '-L.,{ m ?s ..... Cg tu s P < ---t a ft 7Zw N " a PROJECT (Name) ~(/ (...rl.tVu (Address) 6-t·a , e. a"ffi Cy , REPORT NO. os 1-z..:,,un r.u$ f9" Building Permit No. --"--2,c, .... ,,'--...;;:di:..:..:..t_,_"1 _________ _ Plan File NO,----,--------------,. Govt. Contract No.--------------- OSA or OSHPD#------------- Other p1:,~1_1'-11V111:;c,,'E':11t.;-r l'l--1i::> MATERIAL DESCRIPTION INSPECTION CHECKLIST 2::::. Rinf.: Rebar &'21S: -~,c,, bo .x-Plan & Specs __ Rinf.: W.W.F. ..z::... Clearances ___ Rinf.: Tendons _b... Positions ~ c,,mc.: 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 t-oua CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME V®JD'-J> Yt-r:UD:½bv rY CER="f. NO. oe,e, 010 1-S3% (Print Clearly) INSPECTORSIGNATUREYY> ",,j '? :?_.&_. DATE-~~~--'2--=---e.~t~~=---------------- PSI-B-900-170(2) Page_1_of_ INSPECTION· REPORT CLIENT l-6"bc, l.A&P DATE t:,-a-n, Architect__,_........,=---------------- Engineer MA,t.,nN INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- -2:....Specialty __ Mortar Samples __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- ~Concrete __ Fireproofing -·--__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reirif. Steel -·-·- __ Fireproofing _,._Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) la:L? 41rYi> (Address) CA«s MO CA. REPORT NO. OS9·i"Q2..Ql,.. Building Permit No. _0 .... -;-e"""-----=cBz .......... 3'-----,----------- Plan File NO,---------------- Govt. Contract No._.-------------- OSA orOSHPD #-------------- Other mer &i,,.,,,.hvtc&, irl'fs, "~ f'Ll;[)c -MATERIAL DESCRIPTION INSPECTION CHECKLIST 2:s;_ Rinf.: Rebar A<=1":> a&~Oti~~ ~ Plan & Specs __ Rinf.: W.W:F. ~ Clearances _ Rinf.: Tendons _:_ Positions . __ ._ Cone.: Mix #/psi 'c--Sizes. __ Cone.: Mix #/psi ~Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage I I __ Units: Brick _ Torque Applied i __ Steel I I ___ H.S. Bolts I _ Metal Decking I __ Electrodes f __ Fireproofing _Other _ Corrective action required __ _ Corrections completed : CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Y<;nz..WK-Y Vi:'f'TI:.-yt...~p;Q ""''"""'' ~ INSPECTORSIGNATUR;-:ye A.? \/ CJ PSl·B-900·170(2) CERT. NO. ofYBc;;<-) r,1-ss Page_1_of_ INSPECTION REPORT CLIENT Lef70 Y&l> DATE t.,-2-fS Architect__.#:...,..:Oca/::--. ______ '--______ _ Engineer n?d¢:n,µ INSPECTION MAT'L SAMPLING QTY _OSHPD ¼.. Concrete Cylinders IZ. -.-. _OSA __ Cement --__ Specialty __ Mortar Samp.les --__ Mechanical __ Grout Samples -·- __ Electrical __ Masonry Prisms --__ Roofing ___ Masonry Block -- ><"concrete __ Fireproofing __ Masonry ___ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --. __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --__ Soils Technician __ Other -- __ Batch Plant __ Qther -- __ Bolt Pull-Out ___ Other --·- REMARKS ttr so{,, Na T1i"P. PROJECT (Name) . ...,L!ll:,"'"""'-"""o-Y=µ'""'t,"----- (Address) 4'#:U-J.$2:5AO U, REPORT NO .. Q:5 c>: -zqz.o '.& Building Permit No .... z .... ·, .. r_-~¢'-'----z.'--"'3~---------- Plan File No._-,-_____________ _ Govt Contract No. _____________ _ OSAorOSHPD#-------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST ! . .>-Rinf.: Rebar~~~6Qljl'fp l ..!:£.. Plan & Specs I __ Rinf.: W.W.F. 2::.-Clearances ' __ Rinf,: Tendons ~ Positions . x Cone.: Mix #/psi ~,:2--~ t.,c,o Sizes ; __ Cone.: Mix #/psi _Laps ! ___ Cone.: Mix #/psi _ Future Continuity #/psi f __ Grout: Mix #/psi :>< Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage ___ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts j ____ Metal Decking __ Electrodes __ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engin~ering opin- ion or project control. ~ INSPECTOR NAME= Ju t?::tDL-. ;:, CERT. NO. Ot?f'.P<i e t-e~ ){rins~. INSPECTOR SIGNATURE:V_,,_ ..... ._ ... _"--::f::-1--+-+-""~-.,,....-=:;;,,..---'- PSI-B-900-170(2) DATE l, .. c; • 'i~ Page_1_of_ · INSPECTION REPORT CLIENT i.ereo l.a1&'t> DATE G-ti-fS PROJECT (Name) u~o (:-rl!'.Y1> (Address) &?'-SMC> CA REPORT NO. OS9· 7qzp'"2.. Architect__,=-------------------Building Permit No._._2.S--..-=o_,_9=2_.3...._ ________ _ Engineer M,411-71,u INSPECTION MAT'L$AMPLING _OSHPD --. Concrete Cylinders _OSA __ Cement YSpecialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block ~Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone _._Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive -: _. _Tendon (PT Strands) __ Soils Technician ___ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS ·-"'"l"P'>..,,, . .J o. 10 A-. 'D r-, -. a , TC -TP • > I 8 ,, OC-, t.;;z.,..2. ,· QTY -- -- -- -- -·- -- -- ---- --·- -- Plan File NO,-----'-------------- Govt. Contract No ..... -----,------------- OSA or OSHPD #-------------- Other '8tn:, tNtV 1 (y6 c717T CQrtA f U!')<: · MATERIAL DESCRIPTION INSPEC1ION CHECKLIST 2i:_ Rinf.: Rebar d.f.t.~-{~~ti "Yo ~ Plan & Specs _._ Rinf.: W.W.F. >,.--Clearances __ Rinf., Tendons ~ Positions __ . C9nc.: Mix #/psi ~Sizes __ Cone,: Mix #/psi -2:::..Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ ~rout: Mix #/psi _ Consolidation .--Mortar: Type/psi _ Mortar Batching -. _ Units: Ellock _. _ Electrode Storage __ l,Jnits: Brick _ Torque Applied __ Steel __ H.S. Bolts . . ' --__ . Metal Decking --.--Electrodes . --·-. _ Fireproofing __ Other _ Corrective action required __ --Corrections completed 22rz....s 2 , > CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME Ylfl:t.H14 '? Ye-nrn...>o,0 (Print Clearly) ~ INSPECTOR SIGNATURF"'.32 __ .l.'? xA s CERT. NO. c:>Gf>Q<fBl-13':3 DATE f,;,-If-9;5 PSI-B-900· 170(2) · l,..11:!-•J Information I:!..:,• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 19, 1998 REVISION #1 OUR REPORT NO.: 059-70202-583 FIELD DATA: LOCATION OF PLACEMENT THE BEGINNING EAST COMPLEX FOOTINGS #2 DATE PLACED May 07, 1998 SUPPLIER TIME 04:00 pm DELIVERY TICKET NO.ffRUCK NO. SLUMP, IN. 4 MIX NUMBER AND PROPORTIONS AIR CONTENT, % CEMENT AIR TEMPERATURE, °F 67 WATER CONCRETE TEMPERATURE, °F 79 FINE AGGREGATE DATE RECEIVED IN LAB May 08, 1998 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI\DEREK PETERSON ADMIXTURE MIX DATA SUBMITTED BY NELSON & SLOAN NQlE:.AeelJCABLE ASTM STANOA8D_S.U.NLE$$.QiliEBWlSEJNOlCAIE12;.SL_~..Q.a:.AIRJ;ONTENT: C231-91b· TEMPERATURE· CJ064-B6(~3);J;.AEfl.N! · SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS · ASTM C39-94 TOTAL CYLINDER LOAD. DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH NELSON 696457 522 & SLOAN NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SO. IN.) (PSI) TYPE OF BREAK 16904 A 7 05/14/98 91000 6.00 28.27 3220 Cone 16904 B 28 06/04/98 94000 6.00 28.27 3330 Cone 16904 C 28 06/04/98 102000 6.00 28.27 .3610 Cone 16904 D SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI represenlalive. Cylinders picked up by PSI X representative. Test results comply-with applicable X specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. • Cylinders made by Architect's or Test results do not comply with Contractofs representative. Cylinders delivered to PSI laboratory. ~ applicable specifications. s ALL CYLINDERS CAPPED IN ACCORDANCE WI'!']l ASTM ~ro~ TECHNICIAN: DEREK PETERSON co Respectfully submitted, ~:;1q:·~·· DISTRI~~AGER PSI A-200-<I (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of_ · INSPECTION REPORT CLIENT t..£0 '-rl,~D DATE G-I "Z.-f f2 Architect_~J.1.-o~-------------------- Engineer MAtt.-n,,_, INSPECTION MAT'L $AMPLING QTY __ QSHPD ..l!!C.. Concrete Cylinders _JL _QSA . __ Cement >c-Specialty -. _ Mortar Samples -·,-- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -- ?< Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Strud Steel ___ Asphalt Concrete --__ Prestress Cone .--Roofing --__ Pile Driving __ Reinf. Steel -·--__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant _ ._Other -- __ Bolt Pull-Out __ Other -·- REMARKS PROJECT (Name) ~tn:D l.,•ftf-tz:i (Address) &&<-5;ee1;z:;, tt.-,,, REPORT NO. c>:s2-7 oz.o.;,.,, Building Permit No ..... 2 .... e...__-_o_"' __ tz;--=3 ____________ _ Plan File No, ________________ _ Govt. Contract No. _____________ _ OSA or_OSHPD #------------- Other ,&j;..,.ic;.,N/JVi;, !fl15T ~;zc.,.~x MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar d~1:2~G~ !P~ ~o f ~ Plan & Specs __ Rinf.: W.W.F. ...),. Clearances ! -.-Rinf.: Tendons ~ Positions ~ Cone.: Mix #/psi .sz-z~]ooo _Sizes _. _ Cone.: Mix #/psi _Laps · __ Cone.: Mix #/psi _ Future Continuity #/psi __ Grout: Mix #/psi ~ Consolidation __ Mo~ar: Type/psi _ Mortar Batching . __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ H.S. Bolts . __ Metal Decking __ Electrodes __ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ~ ~l>N= ? X "S5,ti:M,..s,,o ·1"--' (Print Clearly) INSPECTOR SIGNATURE Y _J Y ?.,~ c:::s PSl·B-900-170(2) CERT. NO. o~ee-.o~; fi\. f?f', DATE _ _..c~,~-_,_t~"L~~_,4_~~~)..,_ ____________ _ · t •.,I:!";/ Information ~.:,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-581 LOCATION OF PLACEMENT THE BEGINNING EAST COMPLEX FOOTINGS #1 PERM:i:T # 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 07, 1998 01:50 pm 4 67 76 May 08, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./fRUCKNO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 696411 522 COMPRESSION TEST RESULTS ASTMC39,94 LABORATORY NUMBER 16905 16905 16905 16905 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 05/14/98 B 28 06/04/98 C 28 06/04/98 D 28 X Cylinders made by PSI representative. - t . Cylinders made by Architect's or Contracto~s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) .. 85000 6.00 100000 6.00 97000 6.00 Cylinders picked up by PSI X representative. · Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN:) (PSI) TYPE OF BREAK 28.27 3010 Cone 28.27 3540 Cone 28.27 3430 Cone 3000 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM cf()"RMS · TECHNICIAN: DEREK PETERSON CON Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~tt?-THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROfESSIONAL SERVICE INDUSTRIES, INC. PSI A•200-4 (4)F DISTRIC~AGE~ciJ' Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t .,..~•J Information ~..,,. ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 28, 1998 LOCATION OF PLACEMENT DATEPLACED May 19, 1998 TIME SLUMP, IN .. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATERECEIVEDINLAB May 20, 1998 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059--70202-630 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APP).ICAl!LfhSTM STANDARDS.~.$ OTHERWISE INDICAIEl2:.$l.l.lM~4li0.i:.AIB..C.ONTElf[· C231-91b· j:EMPERATURE· C1064-~6(93)· CAPPING· cm · LABORATORY NUMBER 17054 17054 17054 17054 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST IDENTIFICAT!ON AGE DATE OF OR SET NO. (DAYS) TEST A 7 05/26/98 B .... ,,,.-28 06/16/98 C 28 06/16/98 .D -· .t ........ • ·~ : ... ,. ' =-·" -,. Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) -79000 6.00 95000 6 .. 0-0 93000 6,00 Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2790 Cone 28.21· 3360 Cone . 28 .27 3290 Cone --- Test results comply with applicable specifications. Test-results do not comply with applicable:specificalions. ,. Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE· CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F ~a:?rvic~ln~ DAVID J. ~~RC: /~ DISTRICT ~GER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . l n~ ., Jriformation ~.:11• .To Build'.On Engineering • Consulting • Testing REPORT OF GROUT COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008. May 26, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA· REVISION #1 OUR REPORT NO.: 059-70202-624 LOCATION OF PLACEMENT 2ND LIFT -BEGINNING EAST COMPLEX PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUTTEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16978 A 16978 B 16978 C SPECIFICATIONS May 19, 1998 01:20 pm 9 1/2 70 66 May 21, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C109-93 TEST TOTAL CUBE CUBE AGE DATE OF LOAD SIZE AREA (DAYS) TEST (LBS.) (IN:) (SQ.IN.) 7 05/26/98 21200 3,00 X 3.00 9.00 28 06/16/98 23300 3.10 X 3.00 9.30 28 06/16/98 26200 3.20 X 3.10 9.92 28 - PALOMAR TRANSIT MIX COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2360 Cone 2510 Cone 2640 Cone 2000 REMARKS: .K_ Cubes made by PSI representative. .K_ Cubes picked up by PSI represent~tive. T<1st results comply with applicable .X specifications . Cubes made by Archilect's or Contractor's representative. TECHNICIAN: DAN RAMAGE Cubes delivered to PSI laboratory, Test results do not comply with applicable specifications. CONFORMS cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF-CARLSBAD Respectfully Submitted, n;.::;,. Service Industries, Inc. DAVID ({;,,,T THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-31 F DISTRI~~AGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ft ti:!' •1 Informotion ~..,, •. To Build On Engineering • Consi,lting • Testing REPORT OF GROUT COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 26, 1998. REVISION #1 OUR REPORT NO.: 059-70202-623 FIELD DATA: LOCATION OF PLACEMENT 1ST LIFT BEGINNING EAST COMPLEX PERMIT# 98-0923 DATE PLACED TIME May 18, 1998 01:00 pm SUPPLIER PROPORTIONS CEMENT WATER PALOMAR READY MIX SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUTTEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16979 'A 16979 B 16979 C SPECIFICATIONS 9 70 68 May 20, 1998 PSI\DAN ·RAMAGE' PALOMAR READY MIX FINE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C109-93 TEST TOTAL CUBE CUBE AGE DATE OF LOAD SIZE AREA (DAYS) TEST (LBS.) (IN;) (SQ. IN.) 7 05/25/98 20100 3.00 X 3.00 9.00 28 06/15/98 24000 3. oo. X 3.00 9.00 28 06/15/98 22600 3.00 X 3.00 9.00 28 COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2230 Cone 2670 Cone 2510 Cone 2000 REMARKS: ~ Cubes made by PSI representative. ~ Cubes picked up by PSI representative. Test results comply with applicable X specifications. Cubes made by Architect's or Contracto(s representative. TECHNICIAN: DAN RAMAGE Cubes delivered to PSI laboratory. Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE.OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200.31 F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l • .. ~ •, Inforl;Ultion ~.;,• $To Build On E_ngineering • Consulting • Testing REPORT OF GROUT COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: May 26, 1998 REVISION #1 Ol:JR REPORT NO.: 059-70202-622 FIELD DATA: LOCATION OF PLACEMENT 1ST LIFT BEGINNING EAST COMPLEX PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16977 A 16977 B 16977 C SPECIFICATIONS May 15, 1998 01:30 pm 10 69 65 May 18, 1998 PSI\DAM RAMAGE PALOMAR READY MIX SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C109-93 TEST TOTAL CUBE CUBE AGE DATE OF LOAD SIZE AREA (DAYS) TEST (lBS.) (IN.) (SQ. IN.) 7 05/22/98 25100 3.00 X 3.00 9.00 28 06/12/98 45200 3.00 x 3.00 9.00 28 06/12/98 41600 3.00 X 3.00 9.00 28 PALOMAR READY MIX COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2790 Cone 5020 Cone 4620 Cone 2000 REMARKS: X Cubes made by PSI representative. X Cubes _picked up by PSI representative. X Test results comply with applicable specifications. Cubes made by Architect's or Contractor's representative. TECHNICIAN: DAM RAMAGE Cubes delivered io PSI la_boratory. Test results do not comply with applicable specifications. CONFO MS Respectfully Submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF.CARLSBAD &-~"ona/s~;cz::c. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A-200-31 F DAVID . YAN,~~# DIS TRI MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · L•'~;, Information ~.,.,• .To Build On Engineering • Consulting • Testing REPORT OF MORTAR COMPRESSION TEST TESTED FOR: . Legoland Estates, Inc. DATE: 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle 16-Jun-98 PROJECT: Legoland Theme Park Carlsbad, California REPORT NO.: 059-70202-621 LOCATION OF POUR: FIELD DATA LINE A.1 @ 7.5, 1 ST LIFT -BEGINNING EAST COMPLEX PERMIT# 98-0923 DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 14-May-98 1:30 PM 18-May-98 PSI/DAN RAMAGE SUPPLIER COMPRESSION TEST RESULTS LAB CYLINDER TEST DATE OF TOTAL SAMPLE No. NO.: AGE TEST LOAD DIMENSION (DAYS) (LBS) (IN.) 16987 A 7 21-May-98 8020 2X4 16987 B 28 11-Jun-98 12000 2X4 16987 C 28 11-Jun-98 9800 2X4 SPECIFICATIONS 28 REMARKS: cc: 1 -City of Carlsbad / Pat Kelley 1 -Bernards Brothers Construction / Alex Young 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SQ.IN.) 3.14 3.14 3.14 SUPPLIER DELIVERY TICKET NO. MIX# & PROPORTIONS CEMENT WATER JOB-SITE MIXED TYPE •s• TYPE I & II FINE AGGREGATE SAND COARSE AGGREGATE ADMIXTURE CHEMSTARE •s• LIME COMPRESSIVE STRENGTH (PSQ 2550 3820 3120 1800 OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONFORMS Respectfully submitted, &~~u~ Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of _l: · INSPECTION REPORT · Architect 1--1 JtC. Engineer ___ . M'-'--'-~~.,_~=~~,v'--------'-----'----..,,....-- INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders --_OSA __ Cement -- ~Specialty __ Mortar Samples --__ Mechanical __ Grou\ Samples --·- __ Electrical ·-. -. Masonry Prisms --__ Roofing __ Masonry Block -- ....2c:..Concrete __ Fireproofing --__ Masonry ·_. _ Units (block or brick) --· __ Struct Steel __ Asphalt Concrete --__ Prestress Cone ___ Roofing --__ Pile Driving __ Reinf. Steel --· __ Fireproofing ·_. _Steel __ Waterproofing __ . H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Otber --__ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS PROJECT(Name) Lat;,o y.-v~ (Address) Mtz-L-">1\.'9t> CA, REPORT NO. .os -t· 701,r./4 Building Permit No. _'=t-'--"''3---~"""e$-___ i...,--Z..=<o--________ _ Plan File No.---'---------------- Govt. Contract No. ______________ _ OSAorOSHPD#------------- Other 3@:z .... fAwu.,c, k"ff<:,:r f.oM ru.s,c. MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar ti~l~-f.,.:.. ~ C! ~ Plan & Specs __ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tenc:!ons .:?:!_ Positions __ Cone.: Mix #/psi ~Sizes _· __ ·Cone.: Mix #/psi .zs:_ Laps __ Cone.: Mix #/psi _ Future Continuity #/psi __ Gro1,1t: Mix #/psi _ Consolidation __ Mortar: Type/psi . _ Mortar B~tching __ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel ·• --H.S. Bolts __ Metal-Decking __ Electrodes ___ Fireproofing _ ._Other _ Com!ctive action required __ _ Corrections completed ,. P-1:rnJ..J >Y:S:OW\-\:ro"?..1 ~-Pn:i\:I, N~:z,..:n;:;'1J Jn;itt -::Z.:mb J '-1-t-?:ro"J; L.--1e1-c."')'; .:T,.. ~ so \ 'Q 1 \'a 1\bHJ,5, f 001'\ hf'\~· (ct L ·n, (1., -1 ~ \ \ J -, ~-f.:. ·,D '_'J'>:. J ~ -0, l:G t,._) 1 A~ P -" 'CQ -Cl.c,yt_(~ - CERTIFICATION OF COMPLIANCE: To the.best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections ofthe building codes. This report·covers the locations of the workinspected only and does not constitute engineering opin- ion or project control. CERT. NO. aeeoe;e,-e:e INSPECTOR SIGNATURE_J~:o_4.::r:.,..__,_~-;t::_=:s;;;:z " « --• .a. DATE _ ~ ~,. 1··9 ·= PSl-8-900-170(2) Inspection Date ~., ·~ Professional Service Industries., Inc. Ame_rican Engineering Division INSPECTION ·REPORT Inspector's Name-;-:C--r-=-\-_.:Jr __ t-____ ~......,=::=::::::::s;;..._ PSI B-900-171 Page ~ of-l.-. CLIENT L.c~o Lt""l(ko""> Page_1_oLL INSPECTION REPORT PROJECT (Name) Lw""?:zQ LdtYt) ~Address) . &1'2-LsP.,S.o &, REPORT NO. os4-:,o:zo-z. · Architect_..a...::::0c,:J!..__ ___ _____,,...;--,-------------- Engineer M ttrz. ru.; Building Permit No. __.'l.._F;.,__-::::O:-"r...,2-=<-=----'---------- Plan File No,----------'---------- Govt Contract No. ---e-------------- OSA or OSHPD #------.,..------- Contractor. 731;:zµ,.,,-q,2. i>s Other .23"l{w r(YIV I IV<, INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD . .!?S._ Concrete Cylinders _l::!._ _::s: Rinf.: Rebar A!'!2t:S · Cb.i.. <.:,o ~ Plan & Specs _OSA __ Cement --__ Rint: W.W.F. ><. Clearances ~Specialty __ Mortar $amples --· __ Rinf.: Tendons ~ Positions __ Mechanical --. Grout Samples .2!::.. Cone.: Mix #ipsi 5'2.-J.-2 000 _Sizes i --__ Electrical __ Masonry Prisms -.-Cone.: Mix #/psi __ Laps l ' __ Roofing __ . Masonry Block __ . Cone.: Mix #/psi . _. Future Continuity #/psi ! ..2'.:..Concrete _._Fireproofing. --. Grout: Mix #/psi .25._ Consolidation __ Masonry --. Units (block or brick) --__ Mortar: Type/psi -__ Mortar Batching · __ Struct Steel __ Asphalt Concrete -·----. Units: Block __ Electrode Storage __ Prestress Cone __ Roofing __ Units: Brick _ Torque Applied • I -- __ Pile Driving __ Reirif. Steel __ Steel __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon (PT Strands} --·--.-Electrodes . __ Soils Technician __ Other --___ FireP,roofing __ Batch Plant __ Other --·-_._ Other __ Corrective action required __ __ Bolt Pull-Out --. Other. ·-·--· __ Corrections completed REMARKS AT L. -b ::tQ l \ y I-6)'"1:> \ Q ) i7-i4l>!U$ F9PTI 1':'SP G)... l-TQ & -7::m \\ ) (h-n:, .J ,S ·-I J G TI) ii-b ,, Aµb ~-s J c...--7,9 11,<.)cJ SITTS C><r fou ('.Z. . C4?i'V\P.'2.Lo/, v'6 ST)2,t)VC;;ii1rl ,e~::c s?.1;;-r.11-11'.)l?)'l,'5 'J:>s-..1. {2.., t'4 b ?U"\ C(;[)1'1 G'l-v : <.s:>o-a..lt-l>(5YL ~u'\jl..lS4 ~~i.;c1~1Cl'fi'1c CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, uniess otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE--=:;..;::c...::...--.:..__,__,.......-=__,.-.,:;;.._.;:=---=:c PSl-8-900-170(2) CERT. NO. ~ 81 -'6 5 l Page_1_of_ INSPECTION, REPORT CLIENT l.Bz;,o LJ/A/t;, PROJECT (Name) L-s-:Go LAtv{'>. (Address) &lt'.¼s i'3dt.'.:> CA, REPORT NO. os2 • 701. o ::z,. Architect_'-'M-.__,o=..__ ______ '---__ .___---' ____ _ Bqilding Permit No.-'-'"'-------------- Engineer rn 14r2=rzµ Contractor. i3(5'}ttufh?:l"::>$ Br1..orn <;f>L.S . INSPECTION MAT'LSAMPLING _OSHPD __ Concrete Cylinders _OSA __ cement 2S...Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing _._Masonry Block x' Concrete · __ Fireproofing __ Masonry __ Units (block or brfck) · __ Struct Steel __ Asphalt Concrete __ Prestress Cone -. _Roofing __ Pile Driving _,_ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive _. _tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out . __ Other REMARKS QTY -- ---- -- -- -- -- -·-·- -- --· -·-- -- ---- -- Plan File No._."'"". __________________ _ Govt. Contract No.--------------'--- . OSA or OSHPD #---------------- Other o&pou,v, N eq h a-:71 If, 'b B µ, 1.. p, /\, '2 . MATE.RIAL DESCRIPTION INSPECTION CHECKLIST ...¥.. R1nf.: Rebar 8 fa! !2·-Coit-/co ~ Plan & Specs _._ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons . .. ~ Positions -. ___ Cone.: Mix #/psi ~Sizes __ Cone;: Mix #/psj ~Laps __ Cone,: Mix #/psi _ Future Continuity #/psi _. _ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _ Mortar Batching -. _ Units: Block _ Electrode Storage __ Units: Bri9k _ Torque Applied __ Steel - __ H.S. Bolts __ Metal Decking __ . Electrodes _. _ Fireproofing __ Other __ Corrsctive action required_. _ _ Correctioris completed '5 vls;,Z-) l'r:L ' l\;l ""' "' c:;-c_-rr o r-J X ,'2..QV \ () G°"),c) . r:Q),2-T:li cs:: p L-d::LC:wl <;,......vr o<:-(2. (5J N s::0,-2.. (_ I "=' l ST1;fHL-t4:-T n--t (f B t:~ 11\..:l(U 1r-J t.o S:: 'i2-$T '9 ,I:-, ?.u., q::,1r,., G 8;:;>0 'N µ6$ GPD L..lf\-J(;iS -A-:w !", -\ IQ 3 . ~t!"JN'r:12'2---C, rY:ta S:n:n--::x ( y d4, . Gt+c.fC.:-1', C--::0 ro,-z.. yj2.p{?ff[2.. ~;t\rL SQ...c:. i ~(L:l"'J Off:,. L-14? "'it5?\. ,, e:s;) C.4-~\A,NLt£5 J A-iv"S> av rfYt:-: d: '-~ i> ._....,., c:, '"'VY! (;;,~ '.[ A-CA ... "'(l..D I "-' t,e TI? :CJ±:G'" x !'.LO 1"63,..t ?u::lC::-!S-:s H 1,"J5" :rs -5"2.)D -A 121\ o Q;::r:?) l ~,l.5 - 9 ) l\ ) SSi 0 -->:D::?-"Z. •'. 2. A } 3 ; 5511 -t)TLS ~ 5 § J ~ (}OLU, VV\'l'IJ PA'\:> ·S'--Q o TI N (, 5' QI, ~, (U '= -'3 ~L: b-:w'I <) Bf:\ ~-2 ~w Bs::-( \.C•"'-'i--C~' QS· T~Q 0 La t)\'2-~ ? !:.'ill: '.i2!.cd~ i(\. ,~ -s2~-u~,c:~1not,..~ I CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work, unless otherwise noted. SLJbstantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME DE0LG¥... t> VE'5'T1-,,-"'!!:,;~1-..J CERT. NO. l:2f28Q~,;G.i\-~~ (PrimCOarly) & INSPECTOR SIGNATURE =o eJ\ 7:::> 7% DAT~ .. S -"l.. "'I • c, 9. PSl·B-900· 170(2) Page_1_of J_ INSPECTION Rl;PORT cuENT_L_. e;;._?-,,,......;:;..o ____ _ DATE_--=-5'_._A_·7_~_Cf't....___. _ __,... PROJECT (Name) kt/!) f lJ::Y)d_ (Address>--------------- Architect __ +-f/...._-'0=.,---.,/2'-r'.: __ ---,--'---'-____ _ REPORT.NO. _W~7~--=-i~...,__-0A______..____2- BL1ilding Permit No. __ ___,_q"""t_,__ ..... Q..,__._Cf.-2.__3..__ ___ _ Engineer___.//lZIC.-L-.L-'-'A-P'---'t ..... ~.;..u-..__:(-->---1'---IJZ.;-. L..IA-f'<..r.~t-9n"-':---'-- Plan File No·---'--------------- Govt. Contract No.--------------- Contractor._JSP__~--?:..,.Jt ...... M. ...... _ =· _J_--=[5""'". __,·Eer$=::;_· ------'---'--- OSA or OSHE.Q # .. . 7-~ 1 O~her . _J1e,'}fhl)lt7. i;_ 1-:ttSr Ll7Mp/e-; INSPECTION _QSHPD __ OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ Concrete / Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'LSAMPLING __ Concrete Cylinders __ Cement· __ Mortar Samples L. Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete . __ Roofing. __ Reinf. Steel __ Steel __ . H.S. Bolts __ tendon (PT Strands} ·_. _Other _. _Other ____ _ __ _ Oth·er ____ ~ QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ ~ Rinf.: Rebar~. _,_...LL-2.t.....=.:.=......., / Plan & Specs _____ _ ___ Rinf.: W.W:F. _LClearances _____ _ ___ Rinf.: Tendons ./ Positions. ______ _ ~ _Conc.:Mix#/psi ~Sizes _______ _ __ . _ Cone.: Mix #/psi _ Laps _______ _ ___ Cone.: Mix #/psi . _ Future Continuity #/psi __ _ __ _L Grout: Mix #/psi _ Consolidation _____ _ _· _· _ / Mortar: Type/psi . _ Mortar Batching. ____ _ --. ..L. Units: Block M _· Electrode Storage ____ _ -. ____ Units: Brick _ Torque Applied ____ _ ____ Steel __ -____ _ ___ H.S. Bolts. ______ _ ___ Metal-Decking _____ _ ____ Electrodes_-,--____ _ __ · __ Fireproofing ________ _ _ __ Other _ Corrective action required __ -'-----------_ Corrections completed _____ _ CERTIFICATION OF COMPLIANCE: To the-best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved.plans, specifications and applicable sections of the building codes. Tbis report covers the locations.of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTORNAMF~~~ · . 'J:i1;~ INSPECTOR SIGNATURE~J._ PSl-8-900-170(2) . _ $86 CERT. NO. "3770 I ' DATE __ 5..::::5::......-..!:::2:.L.Z--....... ~Uo!------~- Page_1_of _j_ INSPECTION REPORT CLIENT /<=5JO DATE 5-Z& -jZ Architect __ ~H.--+-o~· -!;::_'-----'------'----'--- Engineer_J~viJ----a-AiJ-;---"--'-·~, vt_· _c(___...J/\_!J~,q.e~_ J-f, __ .._r\._ .. _____ _ Contractor. __ ~_..._"'e ...... 1..,,·;'t ..... t'-"2'""'"AfL-L>0-30d.......,._,r-""'. :=tS=---r;_· ~=-=""'::...;...' -.a..-- INSPECTION MAT'L SAMPLING QTY _OSHPD _-_ Concrete Cylinders -- _OSA __ .Cement -·-__ Specialty __ . Mortar Samples -- __ Mechanical _._Grout Samples --- __ Electrical __ ·Masonry Prisms --__ Roofing ___ Masonry Block --__ Concrete __ Fireproofin~ ....!'.:'.:Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete --- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts --- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other ----- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other -----. PROJECT (Name) k-10/Jtn d REPOR;::ress) .. -t.t.1#~ ft Building Permit No. ----=1----i""'"'"" __ ....,~_, _ _.t=....,~--'------ Plan File No.____.-'--------'----------------'- Govt. Contr~ct No.------'----------- CSA or OSl::IEP # . · Other . 15e,7 ,;,., rt/ ,~ <j MATERIAL DESCRIPTION INSPECTION CHECKLIST ..L Rinf.: Rebar H:5Z.iJ. At,,15 .,,, Plan & Specs _ Rinf.: W.W.F. / C.learances _ Rinf.: Tendons ..,; Positions _ Cone.: Mix #/psi / Sizes __ Cone.: Mix #/psi . ..!I!!:. Laps ___ Cone.: Mix #/psi _ Future Continuity #/psi ___ ·Grout: Mix #/psi _ Consolidation _L Mortar: Type/psi S 1/.~t!)t:J _ Mortar Batching ~ Units: Bloc~ l=~ L--1 _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S.£:?olts _ Metal Decking _ Electro.des - _. _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does nof constitute engineering opin- ion or project control. · INSPECTOR NAt,AE V ~ ~~ INSPECTORSIGNATUR::I) (J:id'~ PSl-8-900-170(2) 'JC$O -Jt. CERT. No.~3-=-7i_O----.!.-/ _s.,,.r,,.:01£._-rt-____:3::.....::~:..J-/ __ _ DATE,_,_ ____ {?___,1.y:._.--=z_::...(o=---j)(-1-W-___ _ l •1 Information • ~To Build On Page_1_oL..t Engineering • Consultit?g • Testing INSPECTION REPORT PROJECT (Name)_L_~~6--....0 ...... ~~J9:::1:1.~-'--d __ _ cuENT ___ L""""'e"""-"-G ...... 0""'1----- oATE __ A_~---~_-_,_<e __ _ (Address) /T ~Is crlff) , U4-. Architect ___ ~rf--D---,..t'--~------'------,-- REPORT NO. 7o ZtJ 7< -93cJ 6uilding Permit No. 9 f O 9 2 3 Plan File No, ________________ _ Engineer ___ ~m~~<:J..~,_ft7-'---/-~-_____ _ Govt. Contract No.--------------- Contractor. ___ )3-f',o __ --.:a_~{! _________ _ OSA-o~HPO 4t ~ Other ~~ f' '1-..... t --; INSPECTION _OSHPD __ QSA __ Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry _j{_Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'LSAMPLING __ Concrete Cylinders, __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block __ Fireproofing __ Units (block or-brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts ___ Tendon-(PT Strands) __ Other . __ Other ____ _ __ Other ___ ..,....._ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ____ Rinf.: Rebar _______ _A! Plan & Specs ______ , ____ Rinf.: W.W.F. _______ Clearances ______ _ _____ Rinf.: Tendons _ Positions _______ _ ___ __ Cone.: Mix #/psi _)!!. Sizes ________ _ _____ Cone.: Mix #/psi _ Laps ________ _ _____ Cone.: Mix #/psi _ Future Continuity #/ps~· __ _ ___ _ __ Grout: Mix #/psi _ Consolidation. _____ _ ________ Mortar: Type/psi _ Mortar Batching _____ _ ______ Units: Block _ Electrode Storage ____ _ __ _ __ Units: Brick -C) _ Torque Applied __ _)o_ Steel \<\'.$1.M fK:"S _n _________ , ____ H.S. Bolts ______ _ __ ___ Metal Deckin~= __ -P. Electrodes 8 '.70)df ____ Fireproofing __ ......,.,.....--...., __ _& Other _ Corrective action required __ .,......,,-----------__ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowiedge, a:11 of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. CERT. No._'5_,_,Zo<-7L..::D~3""--_S:.....,b,:;;._=ft_~---=5"'-/,___ __ DATE_--'1"""",oe,_--r,_~s-"t---------- l •J Jrifonnation • ,,To Build On Page_1_of _f_ Engineering • Consulti,:,g • Testing INSPECTION REPORT cuENT___,Lr,.c=c-~e_G ___ o~---PROJECT (Name) oATE _ _,_/~o_-~g_-_,.._? ___ _ Architect ___ b/--¥-~C)~C---'-------'---'---- (Address) . r {:lffc./28m\7 ~ . REPORT NO·-~-:Z~O_Z::~0~2,_-_f~_Z_ Building Permit No. _____ _,_9_~ __ 0~1~l:'.-=--~~-___ _ Engineer ___ fVJ~_a,~_/Y] ___ ---~-- Plan File No. _______________ _ Govt. Contract No. ______________ _ Contractor. ___ }3~""--_,Jj,__'--C.-.._ _______ ~_ OSA-o~HPD # . Other )2<!!.•:p--~t7 INSPECTION MATL SAMPLING QTY MATERIAL o·ESCRIPTION jNSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --__ Rinf.: Rebar Plan & Specs __ QSA · __ Cement --__ Rinf.: W.W.F. _ Clearances __ Specialty __ Mortar Samples --· __ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples _-_. Cone.: Mix #/psi -¥izes __ Electrical __ Masonry Prisms --__ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --___ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ __ Fireproofing --__ Grout: Mix #/psi _ Consolidation __ Masonry ___ Units (block or brick) __ Mortar: Type/psi _ Mortar Batching __257_ struct Steel __ Asphalt Concrete --__ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --___ Units: Brick _ Torque Applied __ Pile Driving __ Reinf. Steel --_)!_ Steel lfi<t~ 1!1.'53. 8 __ Fireproofing __ Steel --__ H.S. Bolts __ Waterproofing __ . H.S. Bolts --__ Metal Decking __ Non-Destructive __ Tendon (PT Strands) ----Y Electrodes G,_co~v. __ Soils Technician __ Other --__ Fireproofing __ Batch Plant __ Other i<J Other "ltk-,r,"v"¼-\4<:"M'\ Y< Corrective action required __ __ Bolt Pull-Out __ Other _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. NO.-t9....!Jl!.Z-L7=.03..,L____:S:__b=---:P.___::3::-,;,~:::;...+--- DATE __ ~/-=-8_''_,.<?..___r-_._7_'? ___ _ PSl-8-900-170(2) l •J Information • ®To Build On Page_1_of _J_ Engineering • Consulting • Testing INSPECTION REPORT cuENT_--4L~e~G .......... o,_· __ _ DATE--+/-o<---/---<,Z ...... _--iCJ'---'$?...__ __ Architect __ __,,f-t:/__,__o ......... C_~-----.,----- Engineer __ ~J/Yl ........... '---'-o,__,_fr?_,__ ___ -,--___ '--_ Contractor __ _,7i_'---'23._·.L.-.... e-'--------'------ INSPECTION MAT'L SAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ Cement --·- __ Specialty ___ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms -- __ Roofing _. _ Masonry Block -·-.- __ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --XI Struct Steel __ Asphalt Concrete. -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -·-- __ Waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant ___ Other __ Bolt Pull-Out __ Other --· REMARKS PROJECT (Name) /cc;_CJ ~d (Address) q REPORT NO. 0%~:~ -gffq Building Permit No. CJ f 6 5' l 3 Plan File No,-~-----------,-------- Govt. Contract No. ______________ _ OSA-orOSHPD#----------.------ Other 'R:,7in a 1~ j S -~ II sf ~ PLl=--Y. MATERIAL DESCRIPTION INSPECTION CHECKLIST ___ Rinf.: Rebar _,}{2_ Plan & Specs __ Rinf;; W.W.F. _ Clearances ____ Rinf.: Tendons _ Positions -__ Cone.: Mix #/psi &sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _._._ Grout: Mix #/psi -_ Consolidation _. _ Mortar: Type/psi _ Mortar Batchina __ Units: Block ~ Electrode Storage __ Units: Brick _&., Steel /Js,m JSs l:in ~ _ Torque Applied __ H.S. '3olts . __ Metal Decking . _jg_ Electrodes ,::: 76'XK"I C ..,_,. -· - __ Fireproofing ~ Other A5T1!:b A Z:: 3 :B _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations ofthe work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME _--rJ)--1-=.,c.....:;..'4-b....:-=...,._~__.___._~="'=~_._.~fl=--,-_ ~ /lPrtntClearty)O · INSPECTORSIGNATURE~Jo.1~ ~ PSI-B-900-170(2) ,I) CERT. No.__,'J~£>__._7 ....... D....c.3 ___ 51) ___ =fl----.::S:rc:S-:i>--...__/ --- DATE_-'--'}"-"O~-...... t .... z.'-~-5_,_~,.___ ______ _ [_ l ;/ Information • .. ToBuildOn Page_1_of .J_ .,Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) Lc:Ca~d CLIENT __ l~e_~G,~0 ___ _ DATE_............_./Q_,__,-/--={p"-'--5'_)'.'.' ____ . -(Address) · = &/4:&£=9-CM,· REPORT NO. ___ /j-3'0 ..... 2o--._._7 __ ""'_9,_~_~-'-- Building Permit No. ___ 5__,·~42-~0-S .... ~~3 ____ _ Architect ___ #~, ~~()~Jc~-· --'---------- Plan File No.--~----------~-- Engineer __ ~J12__,____9'::_.__/)1'---..,__ _______ _ Govt. Contract No.---------'-------- Contractor. __ __.~""""'--3;i3~_.C..._..,.., _____________ _ OSA·o;:;qsHPD # . Other J.5c=cj, i,, 0 ;!".\S -€°'AST ~oli \.J ·/ INSPECTION MAT'LSAMPLING OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD __ Concrete Cylinders --_. _ Rinf.: Rebar _}!__ Plan & Specs __ OSA __ Cement _ Rinf.: W.W.F. _ Clearances __ Specialty -. _. _ Mortar Samples _. Rinf.: 1°endons _ Positions __ Mechanical __ Grout Samples ---. Cone.: Mix #/psi 1sizes __ Electrical __ Masonry Prisms --_ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing _. Grout: Mix #/psi _ Consolidation __ Masonry __ Units (block or brick) --_ Mortar: Type/psi _ Mortar Batching .:A._ struct Steel __ Asphalt Concrete --_. _ Units: Block _ Electrode Storage __ Prestress Cone __ Roofing --_ Units: Brick · _ Torque Applied __ Pile Driving __ Reinf. ·steel J Steel ~~ d:$"Z?Q /3 __ Fireproofing __ Steel ---. _ H.S. Bolts. __ Waterproofing __ H.S. Bolts -·-· _ Metal Deckina __ Non-Destructive __ Tendon (PT Strands) L Electrodes f.J7t¥Lx 5,.,.,,jl'I __ Soils Technician __ Other -.-~ Fireproofing __ Batch Plant __ Other . Other 1%1"1'>1 --,f-s'J-~ _ Corrective action required __ __ Bolt Pull-Out __ Other --·-_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans. specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR SIGNATUR!!:E:.l-~~~":f-+:~~~::l.L..-,J~ PSI-B-900-170(2) CERT. NO __ °t.'--8-'--7_o_· _'°3 __ ~__,,])""--*-"J--=:S:: ...... / __ DATE----'-~1D=----'~---~s--:R.._ ____ _ /j,;SilfJlll!/!l Page_1_of --L Consulting • Engineering • ·Te$ting INSPECTION REPORT CLIENT LG-c--,a DATE 7-LJ -9~ Architect H O K,.. Engineer_-+ty1-'--'-"-:A: ..... '.i2..,,,..$~~=--__,~__._«]-'-l-'A::'--'--""ffio.1--1. =~--__ Contractor. ___ ]5..-.:;._,j3 __ ....;:L,___ ______ _ INSPECTION MAT'L SAMPLING QTY _QSHPD _ Concrete Cylinders _QSA _Cement -- _Specialty _ Mortar Samples --- _ Mechanical _. _ Grout Samples -- _ Electrical -.-M~sonry·.Prisms -- _Roofing _ Masonry Block -- _Concrete __ Fireproofing -- _Masonry _. Units (block or brick} -- /struct Steel _. _Asphalt Concrete -- _ Prestress Cone __ Roofing --- _ Pile Driving _ Reinf. Steel _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -- _Non-Destructive _Tendon (PT Strands} -·-· _Soils Technician _Other -- _ Batch Plant _Other .. _ Bolt Pull-Out _Other -- PROJECT (Name) . LeGO/¥t-nI) (Address>---~-------,.....-- . Cfu'(_kBttJ:); 04·. J REPORT NO. 702=02 -~()Cj ,'/3 Building Permit No.-------------- Plan File No. ________________ _ Govt. Contract No. __ .,...,... ___________ _ OSA or OSHPD #---'-------+------- Other }3cir.vu~J.)C-..., -,Mzsf /bi'} MATERIAL DESCRIPTION INSPECTION CHECKLIST v Rinf:: Rebar _A<Tifl. /1,a(p ,;"" Plan & Specs _. _ Rinf.: W.W.F, _ Clearances _ Rinf.: Tendons . v"' Positions I _ Cone.: Mix #/psi V"""Sizes _ pone.: 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 -l1!fz. "fr"' A-ria 7? . __ H.S. Bolts _ Metal Deckina I ...£'.'.'.'.'.' Electrodes h -,,..,.,y i-S ~"' ,,.,.,, I I _ Fireproofing ! ' __ Other _ Corrective action required __ / _ Corrections completed I ! REMARKS , , \It<;; Ll,._~ ln5(JB::._"0-"1i ±le 4 u >4-,-, d .,q,,. 7:Uf'. fff=Vl::z. GJ'«> 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of-the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME =u J4::n'}?ft-mt4:&, b (P~rty) INSPECTOR SJGNATUR"~ ~ PSl-8·900-170(2) ..c C.EC:i CERT. NO. 9 '& 7C 3 DATE ___ 7.!..--=2'-#-2---cri~------------ Page_1_of--l- INSPECTION REPORT CLIENT____.L __ €<=---G--0 ______ _ DATE __ 7~--Z""-"?:_-_.:/:....,.,'<il'--_ Architect __ __.H__,__-.... fJ..__ ..... /G_--,--__ ~----- Engineer_£-<m_.__._.__,c2 __ t,......D=,-'--· _+--ifiZ....__,_,-~'-'-''-=. '-=-l-0-=;'----- Contractor. ____ 73 .... · -....... __,_73'-"'----'e~----------'-------- INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -·-- _OSA . __ Cement ·--__ Specialty __ Mortar Samples -- __ Mechanical _. _. _ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- _concrete __ Fireproofing --__ Masonry __ Units (block or brick) -- /struct Steel __ Asphalt Concrete -- _ Prestress Cone __ Roofing -- __ Pile Driving ___ Reinf. Steel -- __ fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts -·- __ Non-Destructive __ Tendon (PT Strands) __ $oils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS PROJl;:CT (Name)~~---· · ...... 6?:---...cD ...... /4--'-~--------£)~--- (Address) 7i _ / {Rt?. k811:--o r Le:-.. REPoRr No. ~ 02c 2,~g;o B Building.Permit No. 281 -(j9 l., 3 Plan File No·---------'--------- Govt. Contract No.---,---------"---------- OSA or OSHPD # · • . r-_,- Other E,~6(@1.06'., €kif (.J:rntp{<d? . . . r . MATERIAL DESCRIPTION INSPECTION CHECKLIST _._ Rinf.: Rebar ,..,.....--Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _. Cone.: Mix #/psi _L"Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi" _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Un.its: Block _ Electrode Storage _ Units: Brick ~6 _ Torque Applied ~ Steel VrfcfY'\ _H.S.Bolts _ Metal Deck~ e: ~ Electrodes -15"6X: $-ea 01;, _Firepro~ V Other · Y:\:3l-EI ,/ Corrective action required __ _ Corrections completed '~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the.locations of the work i11speqted only and does not constit_ute engineering opin- ion or project control. INSPECTOR NAME n)4 .VJ<?~ ,qG, 6 $l)~3'5) :w;-~, INSPECTOR SIGNATUR"~~ PSl-8·900· 170(2) _ DATE_-,----74---~2~.°2--.-_· 18---+'· ~------ · · ~.t -~" '~.: ·--i_).-~,;Eflvir6iinieiita1 ------,,------------·--_-··...;··---'-----------------.iusil c::1t1~Ti=t Page_1_of .i Consulting'•" Engineering •. Tesl:ing INSPECTION REPORT CLIENT--=~~~~()...._ __ _ PROJECT (Name)_ac;.U]_ ___ "-"'. ZS,..._ '-""o'-b-d-S...~ ..... '--'· ..... d __ . _· ·_ DATE_--'-7_-z~?-~~7~1 __ (Address)----,.,.--------...,,..._ Gtz./4:aftb 1 G Architect ___ --'";-/ __ CJ'"---. K.__·-------- REPORT NO. ___ .t-t:J->a<C>'-'2._,('_..,_._2_-..c..-.,g,')-..,_.e.....,9~ Building Permit No. _____ _,_9_..9'-----0~'1 ...... Z ......... '3'------- Engineer_--"'-M ............. 14:f> ...... ...,.t ...... ..:..·.JU=-· ----'q,,'----'-/7hJ?---'"'-.,_,,,__,/i_j~~· ---'-,- Plan File NO,-----,-----------,---- Govt. Contract No. _____________ _ Contractor. ___ ~.........__,.B,.c _ _,(:~---------- OSA or PD #-------------:,A---+-.- Other'---..i.:,:::~::µ.LU~=-1---=-~..p~.1---lo~..!,__:~= INSPECTION _ OSHPD _OSA. __ Specialty __ Mechanical __ Electrical __ Roofing _Concrete __ Masonry v'struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING ___ Concrete Cylinders __ Cement . __ Mortar $amples __ Gro!J.t,~mples · __ Masonry Prisms ___ Masonry Block __ Fireproofing· __ Units (block or brick) __ Asphalt Concrete ___ Roofing __ Reinf. Steel _-_Steel __ H.S. Bolts __ Tendon-(PT Strands) __ Other · __ Other_--''----- __ Othei'---'---- QTY ~SPECTION CHECKLIST ______ Rinf.: Rebar ________ Plan & Specs--'-. ____ _ ________ Rinf.: W.W.F.-_. Clearances ______ _ --: --Rinf.: Tendons _ Positions ______ _ ___ Cone;: Mix #/psi ./sizes _______ _ -:-·--_ Cone.: Mix #/psi . ·-Laps ________ _ ___ Cone.: Mix #/psi _ Future Continuity #/psi, __ _ ______ Grout: Mix #/psi _ Consolidation_· ____ _ ___ Mortar: Type/psi __ Mortar Batching ____ _ ____ Units: Block _ Electrode Storage ____ _ ____ ;?'Units: Brick .-Torque Applied ____ Steel__,_t-..e.-1,-1<--'-"'--..L..l_....__,,.._,_.,J. ---~------- --_ H.S. Bolts. ______ ~ ___ Metal Deckin,1;1..---~..__-J __ _ -.,,.,, Electrodes~-C::.....JG~~JJ::'£JJ.~ . ___ Fireproofing ___ -=--- --.-../ Other m.rm A-:ffl.p V Corrective action required ___ · ----------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless,otherwise noted, substantially complies with approved pla!1S, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ])A::h$A::m A-G,E Ic..no CERT. NO. :['i' 70 3 , (Print Clearly) INSPECTOR SIGNATUR~?~~ PSI-B-900-170(2) . DATE,,,__ --.E..7_-.=Z'--L7_--l-7~?.___ _____ _ l-...... ~~~1~:~-~--.. · . ..:·-:'i:t..,,l-..t.-.;if' .-.-~-:: '·}· :;..• .-.!,.,-·-.}"'" ~;; .•. l ' -,~ ---_,......---,.-'------,.---------·· ·---" ...;_;··'·...;;_-;·__;_ _______ _ . .,..~. ;Ge6teclinlca1 . KQ• .·Construction Page_1_of_f_ Consulting • ·Engineering • Testing INSPECTION REPORT PROJECT (Name)_t"""""~-i--0_.,/2 ___ 1+?1_..__._J._· __ CLIENT_...:::;[_;_.. -~__,,-.;;...0_..,.._-...a_ DATE __ 7.._-__.3~0_-_7~3' __ Architect __ __._H...__=O'----'-t;;=-------,--------------- Engineer_..__>1Z__,_.111--£--..,__..,,,.=7:-'-'1 ~=-=----7.:;.__,,,-('(/;--.:...1.'J+-.C.L....,.,£.aL../;L..:.u""", <-,'_ ·'------,-- Contractor. ___ r=...;./~=---"'73=-'-. .3'-L __ ·_--,. __ --'-__ _ INSPECTION MAT'L SAMPLING QTY _QSHPD v'Concrete Cylinders _!f_ _OSA ___ .cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples. -·- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block /concrete __ Fireproofing -- __ Masonry __ Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving ___ Reint: Steel __ Fireproofing __ Steel -- __ Waterproofing -. _ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ soils Technician __ .Other -- __ Batch Plant __ Other. -·-- __ Bolt Pull-Out _._. Other -- · (Address)_--=----,-----~- Cl+L/S BErf;) r Q; REPORT NO. .70262..-Z I& Building Permit No. _wf,....$_· -=0_,'7...:2,._,5......._ . .,-,------- Plan File No: _______ __, _________ _ Govt Contract No.-'------,------------ OSA or OSHPD # ~ ·other J3:~~1nn,~8 ct;;; r MATERIAL DESCRIPTION. /Rihf.: Rebar ~1rr/ Abt<"t. INSPECTION CHECKLIST ~ /plan & Specs _, _· Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons ~Positions JL. Cone.: Mix #/psi Qi/~~ ~ Sizes _ Cone;: Mix #/psi . 7 · ___ Laps _ Cone., Mix #/psi _. Future Continuity #/psi _ Grout: Mix #/psi. V Consolidation _ Mortar: Type/psi . _ Mortar·Batching _ Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied ___ Steel _r.l.S.Bolts _ Metal Decking _ Electrodes : ___ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To-the best of our knowledge, all ofthe reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ::i) f'l::n 7s /9::rV)·~ · (Print Clearly) INSPECTOR SIGNATUR::J::>CJ..,¥~ PSl·B-900-170(2) :CCI? CERT. Ng _'7<?7 0 J DATE ___ 'o/~~-·,L50=----'...L.3t.<.('" ______ _ , .... ''1/lill J!i:!!!!!! ,f·-. ___..__~--.---"---~. ---·· --,---_,;-;-..·=·---"""'",,;,:..;.:;;;<:;..;._:: =----____;,_,--~,. -Pa-ge~-1 -of=--~-- Engineering • Consulting • ·Testing INSPECTION REPORT CLIENT t<f'C?o t....AIV;::;, PROJECT (Name) ?tfko £A,vb (Address) ~#/4>1>9P 6't, REPORT NO. QSY:7o2c:,z. Architect_#o~="~---------------Building .Permit No ...... A/4::.-..'-'------------ Engineer No? rEC ; •'-'!'. INSPECTION MAT'L SAMPLING QTY- _OSHPD __ . Concrete Cylinders -- _OSA ___ Cement -- ~Specialty -:-Mortar Samples -- , __ Mechanical _._ Grout Samples __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- __ Concrete __ Fireproofing --__ Masonry · ·--Units (block or brick) -·-- _. _ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing _._Steel -- __ Waterproofing __ H.S. Bolts -.-- __ Non-Destructive __ Tendon (PTStrarids) -- __ Soils Technician _·_._Other -·-- __ Batch Plant __ .Other --·- __ Bolt Pull-Out . __ Other --·- REMARKS Plan File No. _____ ....;... _________ _ Govt. Contract No.--~------------- OSA-or OSHPD #-------------- Other DMt Stf!UflC.f/5 MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar K"Plan & Specs 1,:,2-6-.65 __ Rinf.: W.W.F. _ Clearances : __ Rinf.: Tendons _ Positions __ Cone:: Mix.#/psi Sizes __ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi . ___ Future Continuity #/psi ___ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi ___ Mortar Batching __ Units: Block _ Electrode Storage _._ Units: Brick _ Torque Applied ___ Steel _____ H.S. Bolts __ Metal Decking . __ Electrodes __ Fireproofing ..2C:.. Other ~:5'l:?J:.CZ.L . ><'corrective action required __ ~c,~U~f,f° ~.,-_ Corrections completed A-Z: ZOOPsl CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATURE~::--=!!...-f.-.:::L,..-it,;:;,=~::z._-- \ PSI-B-900-170(2) CERT. NO. ___ --'---------'------ DATE ~'f-H .Page_1_of _J_ INSPECTION REPORT CLIENT-L-·=t!-J __ o ____ _ DATE __ '7_-_?~l/_-__ j17 ___ ·,--~ Architect __ ~H--..... Q_..__=C---~----- Engineer_'"-'/M~1':£--;j;~~~-Cf'~rn'--...... Jt;~d;.--'--"'--".~ ..... ---~ Contractor. ____ :-0 ___ _,]3=·=--C,...,'---------- INSPECTION MAT'L SAMPLING iy _OSHPD _ /concrete Cylinders _OSA _____ Cement -- _Specialty _ Mortar·Samples -- _ Mechanical _ Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block v" Concrete _ Fireproofing --· _Masonry ___ . Units (block or brick) -- _ struct Steel __ Asph$1t Concrete. ., _ Prestress Cone ___ Roofing -- _ Pile Driving __ Reinf. Steel -- _ Fireproofing __ Steel _Waterproofing _H.S.Bolts -- _ Non-Destructive ___ Tendon (PT Strands) -- _Soils Technician _Other _Batch Plant _._Other -- _ Bolt Pull-Out __ Other -- PROJECT (Name) Lryolwd (Address) _________ _ d;J,sA % G . REPORT NO. --'------7..........,o__.2.,.o-.-'2-----_B_/...._/_· _ Building Permit No. ___ 7'8......___,,_0'--'"j_.2-"'"'/.__ ____ _ Plan File No,----------,------- Govt. Contract No.----'------------- ~!:,or:°&:7 ~-.,,, '',, j ---Y:,.r a ~AL MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar J!l_~r~ tl...fLJi'"'I .-/ Plan & Specs _._ Rinf.: W.W.F. v' Clearances _. _-Rinf.: Tendons VPositions· ....JC Cone.: Mix #/psi~ZZ l?oN'"' ,-/Sizes _ Cone.: Mix #/psi , ~Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _L 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, unl~ss otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspect~d only and does not constitute engineering opin- ion or project control. ]<Be.> . CERT. NO. )S:.3 5<g DATE_....a.. __ 7,!_--'-· -==2..:....,L{,__------45":'.E:_w... ________ _ . '1jilll!t!J!!!l __ . ··.;_· -·-'-·_:.,, ___ •--_,,· .-'--,_ .. ·------··_·,.-._··-··---'· , __ .. --'--------,-----Pa....,g~e=1=-of~-1- Consulting • Engineering •· Testing . INSPECTION REPORT cuENT_-=L"--.t:!!-_j_o ___ _ DATE __ 7..._----"'2.=--¥._-___._9 __ Z __ _ Architect __ ---'-t/.....__,,Q_1...og;;=-------·-', .. _,.*_· · __ _ Engineer _ _,//ItF-~-"A:£-..___""j;C-L..:::~~-'~-'--_,_IY/4-:...· "-""'lf.....,i? ... d;..,__._·~~=---~-- Contractor. ___ ~---'--]3......,,_·_(}_-=----'----~-..,,,. .. ,"-. __ INSPECTION MAT'L SAMPLING .. QTY __ QSHPD __ Concrete Cylinders -- _OSA __ Cement --__ Specialty __ Mortar'Samples --· __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --·, __ Roofing __ Masonry Block __ concrete __ Flreptoofing --__ Masonry __ Units {block or brick) V Struct Steel ___ Asphalt Concrete -- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts __ Non-Destructive __ tendon {PT Strands) -- __ soils Technician . __ Other --__ Batch Plant ''{ __ Other __ Bolt Pull-Out __ Other --·- PROJECT (Name)--#,/ .... ?""'"f;;,:.,·O~~=c;.u....d..__ _ __ (Address) _ __,.,.._--,---........,.--=--- G-ds:a>+b a REPORT N0. __ ._7,4-..Jo"-Z..~0..-2..'--_6_!_1_/?_ Building Permit No. _____________ _ Plan File No,----------------- Govt. ContraqtNo. -~------------ OSA or OSHPD # · · ~ · Other ?~~"'A ,:._s -b~f ~.p/~i-. ~ I ~ I MATERIAL OESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar / Plan & Specs _ Rinf.: W.W.F. _ Clearances __ Rinf.: Tendons _ Positions _. _ Cone.: Mix #/psi ~Sizes _. Cone.: Mix #/psi . _Laps _ Cone,: Mill #/psi .-Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick lt.SlJ.QA __ · Torque Applied ~ Steel ¢$.'/J.'I'? _·H.S:Bolts _ Metal Deckil![ ._.,.........Electrodes~ .,ArX'. <:,. ... ,~( _ Fireproofing L Other A-t;.TIYT. f}~I.&, ~orrective action required __ · _ Corrections completed REMARKS . J~~1,1el(o ,~qpcci?-d :ii~ hlup th,d .Cr{ r~ncfx.N,1,~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the-reported work, unless otheiwise noted, substantially complies with approved plans, . specifications-and applicable sections of the building co<;les. This report covers the locations of the wqrk fnspected only and does not ccmstitute engineering opin- ion or project control. ~o. 12 203 ~ s72:n::,,; J DATE_"--,-7._-__.;c_Z....,_L/_-_,_1-=8 _______ _ .-: . --: ,,. Page_1_of _l INSPECTION REPORT PROJECT (Name) /4'}.e, 1/+-nd CLIENT-L~~'--,?,_..O&------ DATE-----'?"------/-=-Z--~_._c=, ....... r __ _ Architect._ ______ H~· ---"O'---=-f_~--....,._----,----,,----------,- Engineer__,__tyZ~l-fE..~-/;;_;;_. __ ,:_/i2~ .. ~A....__: ~d.'--'-'-:"-'"'~~~ Contractor. __ 3--==--_73~_· ~,._-__ · -----~-"---- INSPECTION MAT'LSAMPLING E _QSHPD ~ Concrete Cylinders _OSA ---_Cement --__ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples __ Electrical ___ Masonry ):>risms ----, __ Roofing __ Masonry Block -- LConcrete __ Fireproofing --__ Masonry ___ Units (block or brick) --__ struct Steel __ Asphalt Concrete -- __ Prestress Cone _·_Hoofing ---- __ Pile Driving __ Reinf. Steel -- __ Fireproofing ___ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other . (Address)= c-'L REPORT NO. :z;:;~~6'4JBJ3 Building Permit No. ___ g~'f'---~ ..... 6'_9"""'2=---a(,'""--___ _ Plan File NO,---~~----------- Govt. Contract No. __ -_-------------- MATERIAL ~CRIPTION ,--INSPECTION CHECKLIST 1 Rinf.: Rebar_tJ??~~/S J5L Plan & Specs __ Rinf.:. W.W.F. _)!J_ Clearances _ Rinf.: Tendons -.J1. Positions. 4-Cone.: Mix #/psi /Jf~<rt!O -;s!Sizes _._ Cone.: Mix #/psi . -)(_Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ___ Grout; Mix #/psi .lfl Consolidation __ _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units:, Brick _ Torque Applied _Steel __ H.S. Bolts _ Metal Decking _ Electrodes _ Fireproofing __ Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections ·of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTORNAME~~b ~~ 3:L-35:8' , 'SD'* 5£/ INSPECTORSIGNATURba·~, Cy-DATE ?-f:2 -n PSl·B-900-170(2) . Page_1_of _r_ INSPECTION REPORT CLIENT_Lc~7 ...... a ___ _ DATE __ 5=---'-'/y:;;__-__,_7_..,._<l __ Architect_~b~~---0=---/L __________ __,__ ________ ~ Engineer __ ;/Jt~~__,_.-~-------1.__.__~-d."+-----ta.....1,,J,,,,_·. '---,-- Contractor._E ..... /_e __ Z"-11 ...... ~-----=-_,Z,___.2=-~--.s=---. .....,-,.a---- INSPECTION MAT'L SAMPLING QTY __ QSHPD __ Concrete Cylinders _OSA __ . Cen:ient -- __ Specialty ___ Mortar Samples --__ Mechanical /'Grout S~mples _L __ Electrical v"'" Masonry Prisms . .3- __ Roofing __ . Masonry Block --·- ~oncrete , ___ Fireproofing __ Masonry ___ .Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician _._Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS T PROJECT (Name)---,,,?-~=-,'7/:...:0a..s..k~...;;..· d=--__ _ REPORT N0. ____ 7,......._Q_Z0~.Z-~-:-"""':5zl ...... 7 __ _(Address)_~-.----,--------.....,,...,---- {'~kttf) 1 ~ Buildir:,~ Permit No. ----'--.'f ..... ~ ..... ----=C)=----Cj._c_?..___ ___ _ Plan File Nd,------------'------- Govt .. Contract No. _____________ _ OSAorOS~#: Other . J5et;J~>1A,/,iT . MATERIAL OESCRIAJON v'Rinf.: Rebar /kt:m ~;.< ,,)N$PECTION CHECKLIST _ Plan & Specs _ Rinf.: W.W.F. _,, Clearances _ Rinf.: Tendons _....Positions _. _ Cone.: Mix #/psi -,L'Sizes . __ Cone.: Mix ltfpsi -L Laps _ Cone.: Mix #/psi .. _ Future Continuity #/psi . ~rout:-Mix #/p~ ~~: _ Consolidation _ Mortar'Batching ! ,/ Mortar: Type/psi /('ot) _ ./ Units; Block~ ,;,,,, • r°"91'1 /V' L Electrode Storage _ Units: Brick _ Torque Applied _. Steel _H.S.Bolts __ ._ Metal Decking _ Electrodes . ' , __ Fireproofing . ·_other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the b0Idi.n~·codes. This rep~rt covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · ' INSPECTORNAM~ ~w INSPECTORSIGNATU~~ PSl·B-900-170(2) . .:£C[JO #'37701 S'?' #3t:f"'I CERT. NO.-=::..::...!::.!::;___.:::::_:._~~---L4,.U.C--___:;....:;..._.___ DATE __ ---,::y~-..L/--=y:...---4-7'--11f''-------- Page_1_of_ INSPECTION -REPORT CLIENT_~L ...... ~:::;..;C:>~0----'-_____ DATE _ __..5_-_,../ __ f':'---_._7 __ g:.___ Architect ___ t(_· ~0__.._.(( ____ --'-----'-- Engineer_~lllt~-K--i~»-' _€t-_,.,~~"""'~'-"d;=--<-:.u--=··c....,_-----'--- Contractor._~--==-...;,.,=--._;~~"'-"-''--=--S ......... -;>,_.,,.¢ ... $...__ ___ .._-'--_ INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders --- _OSA Cement _Specialty =:-£: Mortar Samples -- _Mechanical _ Grout Samples --- _Electrical _ Masonry Prisms -.-- _Roofing __ Masonry Block --- _concrete _ Fireproofing -- -LMasonry _ Units (block or brick} _ struct Steel _ Asp_halt Concrete _ Prestress Cone _Roofing -- _ Pile Driving _ Reinf. Steel -- _ Fireproofing _Steel --- _Waterproofing __ H.S. Bol!s -- _ Non-Destructive · _____ Tend9n (PT Strands} -- _Soils Technician _Other -- _ Batch Plant __ Other --- _ Bolt Pull-Out _Other --- REMARKS PROJECT (Name) k-€::16 /1r-µ f:> - (Address)--,,.-----......,...----,..--- C~ { c; e3 ~ _f {1c. REPORT NO. --'------c--,!,7,....,,o::::;....;::;..z.....;o_'2.-_---_·5Y=--'--,. ,,_7_ Building Permit No. ___ _.q___,g~---O"'-':i~Z-=-3-=1-----1.- Plan File No,---'----------------- Govt. Contract No. _____________ _ OSAor~HPD# - Other J5~t;;t/l.JN i l'JG-, MATERiAL DESCRIPTiON INSPECTION CHECKLIST LRint: Rebar J/iz:,11 /l&l.~ _ Plan & Specs __ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons -_ Positions __ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps __ Cone.: Mix #/psi _ Future Continuity·#/psi · - _ Grout: Mix #/psi . _ Consolidation ~Mortar: Type/psi ';s n //f{oQ _ Mortar Batching Vunits: Bldck ,Jk,,1/ f''JD · ~ t. Electrode Storage _ Units: ·Brick _ Torque Applied -: _Steel _H.S.Solts _ Metal Decking_ _ Electrodes _ Fireproofing ____ Other _ Corrective action required __ _ Corrections completed ln5f!~c1«£ tie /wt71~j e;f lt~Th1 -~70 A),t_ ;,,~.J;~m ,.;c:~3/' f • b/ec-tt:. 11t-f -fie /iJ/f>ajl~ j. /f;)c/4 t-~ s / --. 'K__ ~ hLac~ e A--f I In~~ J4 4 l A-Y'\d J_ 'j l ~, LFT tCY.J. rr1°~<~pt~.s ~{~ a l;o.e i1. l e 7,5:: I 51 Lr t (.,.,s~ /}g,1~ f6H,:.~ ski=.l. ~ ... ~ 12.,(,+ cla. 7 li<f ~· s,~~7 lee~ - < • ~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAMF ~~'1c:-:£t~{;; --CERT. NO. 'IC'Bo.:tl 37'?0 l <'.f):lt--35£ J:il;a~, DATE -S--/t/-57" INSPECTOR SIGNATUR• ~ ~C-y. PSl·B-900-170(2) · ' I I I i Page_1_of _/ INSPECTION REPORT CLIENT Lr Go DATE 5-(1.. .. °I cg Architect __ ____._rt........,0_,.___(C_,-=-----------,........,,.--- Engineer __ 1(V1_"""'J4P. ..... ~-~~=~· _: __,_Y\A ____ ...... tr-? ...... ffi..._,,,...,_ :_,_=-· --~ Contractor._:-8_......,.aw...-=-=A-e~==-d~ .. '-.JS.......,...c~==-..e.D-e...-._, --'-----'--- INSPECTION MA T'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA -. _. Cement -- _Specialty _ Mortar Samples _Mechanical _Grout Samples --- _ Electrical ___ Masonry-Prisms _Roofing __ _ Masonry Block -- _Concrete ___ Fireproofing -- ~Masonry _._ Units (block or brick) _ Struct Steel ·_ Asphalt Concrete --- _Prestress Cone _Roofing -- _Pile Driving __ Reinf. Steel -- _Fireproofing :_steel --- _Waterproofing ___ . H.S. Bolts _ Non-Destructive _Tendon (PT Strands} --· _Soils Technician · __ Other -- _ Batch Plant _-_. Other -.- _ Bolt Pull-Out _._Other -- REMARKS . PROJECT (Name)~~-----=---=-/~._.__,_. ·_cl ____ _ (Address)_..,._ _____ ...,..... __ c~1St$~D. c; , \ REPORT NO. __ '?-=----=C'-"'Z..._d=--'Z_,_" -'---: ..... ~"----·- Building Pe.rmit No.--'-__ q~g~~ _0~:T__.2._3 ___ _ Plan File No,.-------------------- Govt. Contract No.----,-'--------------'---'--- OSA or~PD # Other J::>£io1t11'n 7 .,.. MATERIAL. DESCRIPTION INSPECTION CHECKLIST V Rinf.: Rebar _,t!,Tt?'I J41L.1~ L Plan & Specs -. .Ririf.: W.W.F. -~ Clearances _ Rinf.: Tendons -AL. Positions _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi ~Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi . _ Consolidation .,., .. / ?,' ~Mortar Batching / Mortar: Type/psi :$/ tJt::> V Units: Blocki/S7m 1C'"7Q ·,-J· _ Electrode Storage _·Units: Bri<;:k . _·_. Torque Applied ·-. Steel _H.S.Bolts _ Metal Decking _ Electrodes _ .Fireproofing _ Other _ Corrective.action required ___ _ Corrections completed TMj>~ +k 1>+~-tff ,d' JlrS1m ~1C, , ... ' Lt, IS ?EC[l;;,i:> -rn o:?.-TA-&-Fog_ f 72.Cf> tt vn, o.t AJ(k A-N'h CERTIFICATION OF COMPLIANCE: To the best bf our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work-inspected only and does not constitute engineering opin· ion or project control. · INSPECTOR NAME ~2H::,:vi. ft:::$ g ·. 7_.,, 6 INSPECTORSIGNATUR~ a, ,L.. sz· PSl-8-900-170(2) . so Q CERT. NO, 7cJ?D ~377D/ DATE~,-,.--..!>5"'.L....J-Yl,.;,-~-:JI....J<gU--------- Page_1_· of '- INSPECTION REPORT CLIENT LG\po l ,AN'> DATE 5-\ 5-S i:i Architect ttO ¥- Engineer YVl lW-TnV Contractor. ~&t=>s ~ O::sOD::\c.;rn...c;. INSPECTION MAT'LSAMPLING _QSHPD ~ Concrete Cylinders __ OSA __ Cement ~Specialty ·--Mortar-Sarnples __ Mechanical ___ Grout Samples __ Electrical · ___ Masonry Prisms __ Roofing __ Masonry Block ~Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone . __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing --. H.S. 1;3olts __ Non-Destructive -. _Tendon (PT Strands) __ Soils Technician . __ Other __ Batch Plant __ Other __ Bolt Pull-Out _._._Other REMARKS A:t ALSO QTY -=L -.-.-. -- -- -- -- -- -- -·- -- -- -- --· -·- -- -- PROJECT (Name) L.e1::>o L-,g.Ni) (Addre~s)· CJ,\ 4-,LS?, A·S> REPORT NO; 0$9 ·70:U,::,)... -:-6°8 Building Permit No ..... S .... f) .... -.... o ......... 9 .... 2-...,3 _________ _ Plan File NO,-----'--------------- Govt. Contract No. ______________ _ OSAorOSHPD#'-----------------,.-----,----. ' - MATERIAL DESCRIPTION INSPECTION CHECKLIST 21:.. Rinf.: Rebar A<p\ C::. ~'°~ !,:iC >< Plan & Specs _ Rinf.: W.W.F. ~ Clearances __ . Rinf.: Tendons ~ Positions 2!._ Cone.: Mix #/psi ?'-k: -1>000 ~Sizes _._ Cone.: Mix ~/psi ~Laps __ Cone.: Mix #/psi __ Future Coniiiidlt'r'-4t/psi __ Grout: Mix #/psi '><" Consolidation -. -.-Mortan Type/psi _ Mortar Batchinn __ :Units: Block _ Electrode Storage __ Units: Brick __ Torque Applied ._._Steel __ H.S. Bolts -. _ Metal Decking _._ Electrodes _. -. _ Fireproofing --. Oiher __ Corrective action required __ __ Corrections c_ompleted CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, -unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the bµilding codes. This report covers the locations of the·work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTOR NAME 3),?ll,,.g'\£-1> 1>i:TTJ:flL.?Ot--i> CERT. NO. c;:,eeos e \. e,f, (Print CleMy) INSPECTOR SIGNATUR~-J X :=2 ts: J PSl·B-900-170(2) l •1 · Professional Service Industries, Inc. . • American Engineering Division · Page~ofj,,,_ INSPECTION REPORT Inspection Date 0 0 Inspector's Name~~=-::~~===1,;z=:=7=-~~~f====-_::;;~::::::. PSI 8-900-171 Page_1_of_ INSPECTION REPORT CLIENT L®s? l A....,l> DATE :":i-:t-D-9 -e, PROJECT (Name) L.lf"&o ut<Yi:> (Address) ~a.~::.» :Ac ~, Architect_~4~-----------'-----,---- REPORT NO. o-;.ei-:Zcn.C"L. ... &07 B Building Permit No. _9,_,s~-Q~'Z-:Z..~3~---,--------- Engineer """ A4-:n t-> INSPECTION MAT'L SAMPLING _OSHPD __ Concrete Cylinders _OSA __ Cement ~Specialty __ Mortar Sample~ __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block x Concrete __ Fireproofing __ Masonry _ .. _Units (block or brick) __ Struct Steel _._ Asphalt Concr1:1te __ 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 .. J>a..cS?ei--17,l+G., '$'.)7 ,..-t\;i•'.2--A:C>l::L 01,1'<£0-Al .c, Pk\A:c C5YV]tg...,t" #4_< ( oa TD OTY -- -- -·- -- ---- --·- -- -- -·-.- -- -- -.-- -- -- -- -.- Plan FileNo. _______ -"----.C.------- Govt. Contract No.--,------------- OSA or OSHPD #--'-----------'----- Other TUt;: i?,e:,,A.N,N<.;, <-:t1J"::lt: C&tt11Pt ;,y MATERIAL DESCRIPTION INSPECTION CHECKLIST :.<' Rinf.: Rebar ,4~1 -s -<o12-1i2-o ...2!:.. Plan &.Specs· _ Rinf.: W.W.F. ~ Clearances _. _ Rinf..: Tendons ~ Positions __ Cone.: Mix #/psi _2:.Sizes _ Cone.: Mi)( #/psi --2!..Laps __ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ .Mortar: Type/psi _ Mortar Batching _. Units: Block _ Electrode Storage __ Units: 'Brick. _ Torque Appiied _Steel· _. __ H.S. Bolts . __ Metal Decking ___ Electrodes __ ·Fireproofing . / :_·Other ~ Corrective action required_::::_ _ Corrections completed rs:;, 0,- Lt4P s. t?, '' bt!,, S';))lr",zl(?' 'CQ ,::t+:s,;- CERTIFICATION OF COMPLIANCE: To the b~st of our knowledge, all of the reported work, unle.ss otherwise noted, substantially complies with approved pla.ns, specifications and applicable sections of.the building codes. This report covers the locations of the work inspected only ahd does not constitute engineering opin- ion or project control. INSPECTOR NAMF =:QtM..EM.-J? J?~ (Print Clearly) . INSPECTORSIGNATURF-=17-&-;v ~ PSl·B-900-170(2) \ CERT. NO. Q12f> 04 ~' -£2 ti DATE..,...,..~-S+ __ -_,_1:>-_~~~-=------------- .fiJsi/!:~ Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT· CLIENT Ll;:"bo c....r4yyl) DATE 5--z.. ,_ 'i 'rl Architect--'~ ....... ---------'--'-----------'-- Engineer t'VI frf2.--TI N INSPECTION MAT'L SAMPLING otv __ OSHPD ___ Concrete Cylinders -- _OSA __ Cement ~Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms ---- __ Roofing __ Masonry Block -- ..x.... Concrete __ Firepr~ofing_ __ Masonry __ Units (block or brick) --- __ $true! Steel __ Asphalt Concr~te --- __ Prestress Cone __ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing ___ Steel -- __ Waterproofing ___ H.S. Bolts -- __ Non-Destructive __ Tendon .(PT Strands) --- __ Soils Technician _. _Other -- __ Batch Plant __ -_Other __ Bolt Pull-Out __ Other -- REMARKS A-::r: ST§§-Pt. d:C <::FY'Yl <:v:¥T Lr9:f _ $?L-,L1~ ,4-:(,....L--Q ·<UD IN t:> PROJECT (Name) l GI--,o Lt':\ &u (Address) C!.t4:-a.,l c-12:eaA-C> cA, REPORT NO. oc;c,-701, cJ-. -t lo f3 Builaing Permit No: _9..L.>oS"-· -==O"\'--'-"-z...="'----------- Plan File No,-------'-------------- Govt. Contract No.---''--'--------------. -OSA or OSHPD #--------~---- Other~cr MATERIAL DESCRIPTiON INSPECTION CHECKLIST ><--Rinf.: Rebar ~~1-;~<:.:o.2.-~r-.1 ~ Plan & Specs ___ Rinf.: W.W.F. ~ Clearances __ Rinf.: Tendons ~ Positions __ Cone.: Mix #/psi .>< Sizes ___ Cone.: Mix #/psi >< Laps __ Cone.:_ Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi __ Consolidatio _ Mortar: Type/psi __ Mortar Batching ___ Units: Block _ Electrode Storage __ Units: Brick _ Torque Applied __ Steel __ -H.S. Bolts __ Metal Decking __ Electrodes __ Fireproofin_g _ . ___ Other _ Corrective action required __ _ Corrections completed !",QT ::f l:O:: Cl C t'.Y\;? l H I -1:S D _?:>-. CERTIFICATION OF COMPLIANCE: To the best of ourknowiedge, all of. the reported work; unless otherwis~th__approved plans, specifications and applicable sections of the building codes. This report covers the locations of the-work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. c:>1,?S oc:, fl I -f-1:$ INSPECTOR SIGNATURE---~.o....4-~--1µ:::::__...:::::::::.::::::~ PSI-B-900-170(2} Page_1_of_ INSPECTION REPORT CLIENT Ls:t-c '--tf:IV't> DATE -5'.<l.<-~6 Architect AA\L- Engineer r'Vl AJ'.1-:TI:N INSPECTION __ OSHPD _OSA ->:::---Specialty __ Mechanical __ Electrical __ Roofing ~Concrete __ Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant Bolt Pull-Out REMARKS ~\ N \.;;, MAT'LSAMPLING QTY __ Concrete Cylinders --__ ._Cement __ Mortar Samples -- __ Grout Samples -- __ Masonry Prisms --__ . Masonry Block __ Fireproofing ---- __ Units (block or brick) __ Asphalt.Concrete -- __ Roofing -.- __ Reinf. Steel --__ Steel --___ H.S. Bolts -- __ Tendon (PT Strands) --__ Other __ Other -- Other PROJECT (Name) ¼!PO L,flTV'b (Address) CA-a.:\St:.&£\ C-'4, Building Permit No. _c;+-' 6._._--Q-5~..,.-"!z __________ _ Plan File No, ________________ _ Govt. Contract No .. a....· ---,-------------- 0$A or OSHPD #------------- . Other ,H:C:,: "Bs,-;t..,,-.iN 1 ,._, b <iD':Y§ MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar l:1~!~-~.LbO .)< Plan & Specs ___ Rinf.: W.W.F. .2:5:.. Clearances ___ Rinf.: Tendons _'><--Positions __ Cone:: Mix #/psi . >-Sizes __ Cone.: Mix #/psi >< Laps _._ Cone.: Mix #/psi _ Future Continuity #/psi .--· Grout: Mix #/psi _ Consolidation _. _ Mortar: Type/psi _. Mortar Batching __ Units: Block _ Electrode Storage __ . Units: Brick _ Torque Applied ___ Steel ____ H.S. 13olts _. _ Metal Decking .. · __ Electrodes ____ Fireproofing __ Other _ Corrective action required __ ~Corrections completed--..X -- 3? LA< t-::::::rvJ <::!"?"wT Stt:eJ5:( 5 -5:z_. "LO_ £I ·. S°S10 "RTL-5-7 l S ~ 1 A g I~ •' C <2H'72el5" CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, \Jnless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the loc~tions ofthe work· inspected only and does not constitute engineering opin- ion or project control. (Print Clearly) INSPECTOR SIGNATURE_.._IIQ;..,._~;:__~,.,,.,,::;;-,----==--'---- PsI-s-soo-110(2> CERT. NO. Qf;~Oi ca I -~s DATE,,.....,..,~~;:...-_"2.._l_---=~~~==------------ Page_1_of_ INSPECTION REPORT CLIENT t...STeo c...-":) t:::'D Architect_-="""-"---------------'----- Engineer MGa-"D t...J INSPECTION MAT'L SAMPLING QTY __ OSHPD x Concrete-Cylinders ..;L _OSA __ Cement -- ~Specialty __ Mortar Samples --__ Mechanical _._ Grout Samples --__ Electrical ___ Masonry Prisms __ Roofing ·_. _ Masonry Block --.k... Concrete __ Fireproofing __ Masonry __ Units (block or brick) -- __ Struct Steel __ Asphalt Concrete. __ Prestress Cone . __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ fireproofing __ Steel ·-.·--· __ Waterproofing __ H.S. Bolts -·-.- __ Non-Destructive __ tendon (PT Strands) --·-- __ Soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS ~-~\NCsJNl:, )IV\ ')c. PROJECT (Name) U;gpo ½t::?)) (Address) Cdg~Mj) CA, REPORT NO. o'&~·"lo'l..o"L-:-&/IC'« Buildinij Permit No. _9 ....... 6 ... -... o..,.s ..... ::z.:..,.;!;2 .. ..._ ________ _ Plan File No,--'------------------ Govt. Contract No.---------------- OSA or OSHPD #------------------ Other TI\(£ )bm.~q,JN\N b cf)l\:':;,,T C!..C MS?l et MATERIAL DESCRIPTION INSPECTION CHECKLIST .>.--. Rinf.: Rebar. ~~,~ .~..,(U,--o · ~ Plan & Specs ___ Rinf.: W.W.F. . .>.. Clearances __ Rinf.: Tendons :::,,..:. Positions . ~ Conc.:c Mix #/psi '°S-Z.'?.--~CQQ~~ ~ 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 ___ R.S. Bolts .--. Metal Decking ___ Electrodes ____ Fireproofing __ Other _ Corrective action required __ _ Corrections completed y\....0-\C <¢Y1<::D'\.IT, () j , l,..:) :P •?---\s- CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME =v©'.LC-DL. V p §:"71.-M--c.,,» c--J (Print Clearly) ~ INSPECTOR SIGNATURE=----:V .J. 1? ?~ DATE ? : 2, "l..-C, !S- PSl·B-900-170(2) Page_1_of-z.......-· INSPECTION REPORT CLIENT __ l_e.,_9.....,,. Ci ______ _ DATE _ _,'5:~-~:...=e;..._-_5..__.zs'"..__ __ Architect _ ___.fc......-/i.......;::o:;_·· ....c.;L=--·----,,-a.--,..-"------ Engineer-+-/d~A-{)_<I..U..0""--'-=t v:;._~ --L9_· "-ffl"-&-l~::i...c:t...L.S,-v~_' --~-- Contractor. ~4nkl2Ci -~@S . .. INSPECTION MA T'L SAMPLING C!T'i __ OSHPD __ Concrete Cylinders -- _OSA __ Cement ·-- __ Specialty ___ Mortar Samples --· __ Mechanical LGrout Samples --3-- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block --__ Concrete __ Fireproofing _LMasonry _._ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -:- __ Fireproofing __ Steel -- __ Waterproofing __ · H.S. Bolts --·- __ Non-Destructive · ___ .. Tendon (PT Strands) -- __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other -- REMARKS PROJECT (Name) 1~70/~ (Address) ____________ .......... _ REPORT NO. _ ..... ~ ........ 7::-f_"'-~! ...... ~~ ...... ·-~_..t;..._c_;__,;' sa.....~- Building Permit No. ___ q,.......&'--"-0....._._9 .... ?_5 _____ _ Plan File No·---------------~ G·ovt. Contract No. _____________ _ ·osA or O~PD #, ~ 1 Other ·11z:~p'no1~J .. t;;.f (~p/erw, MATERIAL DESCRIPTION INSPECTION CHECKLIST /Rinf.: Rebar 4:iTA1 tf..t,,1:£:._ ~ Plan & Specs _ Rinf.: W.W.F. ~ Clearances _. Rinf.: Tendons ¥"Positions _. Cone.: Mix #/psi ~Sizes _ Cone., Mix #/psi _J,,LL~ps __ _ Cone.: Mix #/psi _ Future Continuity #/psi ~ Grout: Mix #/psi J'({;~o,:c V Consolidation / Mortar: Type/psi 5 LI ?QC> ~ Mortar Batching i/' Units: Block.Hf'ZAt, t'rt_a,Al'-L _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _H.S,Bolts · __ Metal Decking _ Electrodes _ Fireproofing -. _Other _ Corrective action required __ _ Corrections completed :[1v~Pc£'1T@ TH&_ ltJ:71/4 oP B5Tm l:9'.0 IJ-J meiuum w;,511,L A,· CERTIFICATION OF COMPLIANCE: To the best of our-knowledge, all of the reported work, unless otherwise.noted, substantially complieswith approved-plans, specifications and applicable sections of'the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin• ion or project control. · INSPECTOR NAME 'L>A-n~frl..::r,AS ~ ~/'J(Pri~ Y INSPECTORSIGNATUR~ ~ PSl·B-900-170(2) · =tt-ao ::ii CERT. NO._J,.,__,,7_i.;._D___._/_1..--~5P~_ ...... 3 ..... 5J.-,/ .. /.___ __ _ OAT!;.,..., -----=S:..,__-_,_J_,_Z...___-_:J,,_,<2w...· --'--~--- JP--~--.•1 Professional Service Industries, Inc. -American Engineering Division Page4of _.:z.. INSPECTION REPORT Project Name (per plans) _---,l,..J,=:.,,E:t~:.D __ -__ l ,A--h-==__,_-..i..-0~-_----'-' -__,:\3___..E,_-...::G,:µ..;.1 n__._; .,_().,_,/'---<, 1 1"-'-,-,-C0-I--' ~-_<.:..,=-=e,_-.,_,,$ ...... t...L..' -,--_ -------'--- Inspection Date Inspector's Name--i-4.,,,e:.-::+-1-~.(....'~::::'...!:~~----,-----'-- Ps1 8-900-171 P1;1ge_1_of Z-· INSPECTION REPORT CLIENT l,.ery:o DATE 5 -J 5' ... C,"5? PROJECT (Name)_L ..... ' e"'--9..,..o""'-"/---rt:r'.'l~-=dc;__ __ (Address)___,,_,.... _____ ,_,_. __ C~Iss fth Gr Architect tlD (__. :::::~1',. REPORT NO. __ ___.'7_o~z_o-z.::_-___ ~ ___ '.>?......._lr ___ Building Permit No. ____ <;;_,_~ .... -"'"': _-_o=-5_,_·-==2-~3.,1-__ _ Engineer l(Yl~l .. Q d-m &lilto Contractor -~'°r-J:!d· 7-s~s ... Plan Fi!e No,-....--------------- Govt. Contract No.--.,.------------ OSA or ~PD,.# -. . ·+ r- Other. '.Jse;1no1~~cr Ees'J" ~p{~X, INSPECTION __ OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ concrete /Masonry __ struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS .. MAT'LSAMPLING __ Concrete Cylif')ders QTY . MATE:RIAL DESCRIPTION INSPECTION CHECKLIST __ ./Rinf.: Rebar l't17rn X/et':,,-./ Plan & Specs _____ _ __ Cement ______ Rinf.: W.W.F._---'....a,.---~ _.,,,, Clearances _______ 1 __ Mortar Samples ·---Positions ______ _ L..Grout Samples :::::,Sizes ________ , __ Masonry Prisms _ Laps _ __, _____ _ __ Masonry Block _ Future Continuity #fps·~-- ___ Fireproofing _::::::. Consolidation ______ , __ Units (block or brick) ../ Mortar Batching ____ _ __ Asphalt Concrete Electrode Storage ____ _ ____ Roofing· _____ Units: !;!rick _________ Torque Applied ____ _ __ Reinf. Steel ______ Steel~-------~- __ Steel ________ H.S. Bolts_~----- ---1-1-S. B_olts ___ Metal-Decking _____ _ __ tendon (PT Strands) ___ __ _ __ Electrodes_-_____ _ __ Other ______ Fireproofing _______ _ -·--_Other _____ .. __ -_ Other _____ --,-''------_ Corrective action required __ ___ Other _ Corrections-completed __ _ .. , ' CERTIFICATION OF COMPLIANCE: To th!;! best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections-of the building codes. This report covers the locations of the. work inspected only and does not constitute engineering opin- ion or project control. INSPECTORNAM::D~ ~ ~ . INSPECTORSIGNATIJ~~ PSl-8-900-170(2) J:<..~c.. CERT. NO. '3'"1,0 I SD'* 351 DATE _____ 'y=---'-}4.....__-_~.,_,~~----- z••aii] 'Professional Sen/Ice Industries, Inc. ~.a• · American Engineering Division . .-. Page-2.ofL INSPECTION REPORT Project Name (per plans)--...,..._.,..( =€-=c-<-f+. --=6=,,._.._{ ;;_~,....,_'-=d=-. · -~---'------'------'------"-----'----------- Inspection Date Inspector's Name_'-----::a~~-,_~...,:=:.-.a...i:~~!,,__-~~-~- Ps1 B-900-171 Page_1_of _L INSPECTION· REPORT CLIENT_}_,,. ___ c::_ry.,...o_-----,-- DATE __ <-;_-__ 2~6'-----+~-'g,___ __ Architect_----1-p_.(...._;· CJ=-· ---'-"'~;;...._------,--""'----"-- Engineer_-+yY1__,...:..A...:..¥ .... ~ ............ t -'-;,.,___::,,._' __._{Vl__,_-"-'A-,....,,?_ifiL--'. _,_V""\_,' '--. ,-:-.- Contractor._}$e.........,_"""'x.=· ._fl"--"i4--'-=(2_c_J""',_· _k_-=--b ..... ~">..__ ___ _ INSPECTION MA T'L SAMPLING QTY _OSHPD __ . Concrete Cylinders _OSA ___ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block -.-, __ concrete __ Fireproofing -·- ~Masonry __ .Units {block or brick) -·- __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing ·-- __ Pile Driving _._ Reinf. Steel -- __ Fireproofing . __ Steel -- __ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out _. _Other --. - REMARKS PROJECT (Nan:ie) U'JO /11-:od (Address)--,==---------.---G-12 Is i3n-'A-(~, REPORT N0,-,--_2...........,,0 ..... z_o-.....2_:4~· z; ___ ":;7~_ Building Permit No. __ . ---,---9~f',---,6......_«7: ..... 2_'.3,__--'-/ __ _ Plan File No, _________________ ___ Govt. Contract No, ______________ _ OSA or OSHPD #----;.._ ____ -/-_,_,_ ___ _,__ Other ~'7l~nrn~ --b>fST~K MATERIAL DESCRIPTION INSPECTION CHECKLIST / Rinf.: Rebar~ Thi At,,,,.~ .......--Plan & Specs ___ Rinf.: W.W.F. _....... Clearances __ Rihf.: Tendons ..,.........Positions _ Cone.: Mix #ipsi ~·Sizes ·_ Cone.: Mix #/psi _-c'aps _ Cone.: Mix #/psi _ Future Continuity·#/psi _ Grout: Mix #/psi ~onsolidation L Mortar: Type/psr 5.,. /t f;'oo Mortar Batching ...:L. Units: Block -*ST"h> l":~.Af, Electrode Storage _ Units: Brick _ Torque Applied _Steel _ H.S. !;3olts -. _ Metal Dacking _ Electrodes _ Fi.reproofing _Other _ Corrective action required __ _ Corrections completed .. CERTIFICATION OF COMf>LIANCE: Tq.the best of our knowledge, all of the-reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of'the work inspected only and does not constitute engineering opin- ion or project control. ~e CERT. NO. 5 776 f . 5 b =# 3.s-L DATE---,,-,-,,----==5';__--=2=.;(5=-~--_72?~------ PSl·B-900-170(2) Page_1_of _j_ · INSPECTION REPORT CLIENT k, 1J DATE 5-l.( -'"j'g PROJECT(Name)-1 ... c ..... p_....· ~L-4----J=--- (Addres$) ______________ _ c~~JsB &-0 (: REPORT NQ-, ___ .,.._0 __ 2~0~~-~-~-c.- Architect +t O \c· Building Permit No. ___ ___,q'"""'<g....._~ ..... O ..... 9--f-':Z:-.3 ____ _ Engineer_-ttA/l,___._~.-~=~=~~°'~'--~-_q-_ _,_t(l_....,A---'--'-'i2...=~'--'--.,_I~;....;_---------'- Contractor._}5,~L.-'~ .... ~="'-.L.\t\..><.;-Pc-'--"-'td"""""""'--:B_;. ~· .,l.~=-~i...-..;z_ __ --'-,___ Plan 'File No, _____________________ _ Govt. Contract No.-----------'---- OSA or 9,.5.t:!PD # . :t:_ ~ Other . ~-e it n )"\/A tl\'5 -~ Coi2 r;'& INSPECTION _OSHPD _ OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ Concrete ~Masonry __ Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING __ Concrete-Cylinders __ Cemerit __ Mortar Samples -.,,r Grout Samples -. -. Masonry Prisms -.-Masonry Block __ Fireproofing --. Units (block or brick) -. _ Asphalt Concrete _._Roofing __ Reinf. Steel __ Steel --. H.S. Bolts. __ Tendon (PT Strands) . __ Other __ Other'"". ____ _ __ Other __ ~-- OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _· _ . / Rinf:: Rebar /;ffm /fu,t,;: / Plan & Specs _____ _ --.-__ Rinf.: W.W.F. · .,;" Clearances ______ _ -. __ ._ -. -.. Rinf:: Tendons . ~ Positions, ______ _ ~ _ Cone;.: Mix #/psi __ --''----_,,, Sizes _______ _ __ . _ Cone .. : Mix #/psi _____ ~ Laps ___ ~----- _. _ __ Cone.: Mix #/psi ___ ,......... __ Future Continuity #/psi __ _ __ . . ./' Gro!Jt: Mix #/psi «J _ Consolidation'"". _____ _ __ JL Mortar: Type/psi / Mortar Batching ____ _ __ .,,, Units: Block ~ _ Electrode Storage ____ _ ___ ,_ Units: Brick _ Torque Applied ______ : _. _____ Stee~--~--~-- --_. H.S. Bolts. ______ _ __ -. Metal Decking-____ _ ___ . _ Electrodes_.,......a..----- ---. Fireproofing ____ --'--_ i ___ · _ Other _ Corrective action required __ I -----~----_ Corrections completed ___ ! CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported wO"rk, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the-building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR SIGNATU ll;..L-L.~:::::::µ.:::::::::~~'::iJ:.::s-;,..~- PsI-s-soo-110<2l 3770 / / 5,))-:ti.?~7 CERT. NO. ___ ..IIC-....:.......:;._:;;:._'--l-1'--.... -c;._=-------- DATE _ _,__;'2)=,..-_-_L{_;_-_:)-£.....=<g:__ _____ _ Page_1_of j_ INSPECTION REPORT CLIENT l .rGO ·~·~s DATE __ '::\:_-_'1-L--__ :=rg--'-'.=---- PROJECT (Name)_-=l_e=-'J+-'6::;;.i..&..JA::n-..... · ~J._ __ (Address) _______ .---__ dr~lsMt>, G. · Architect __ __,_\::\_,___"a=-l=C~-.,---------- Engineer __ (Yl __ ~_~~:~~~-c-~-r{)_....,.p..!"-~"'-'~-" ..... ·~""""--~-- Contractor_~--4L-e ... ~..,,:::e...,"'"~-"-"'""""'-]s""'_ .""' . .,::t?;==n.,,,_ ,__~~----~__,..,:_;;;:;~;;i.~-;,.,-• ·---- REPORT N0. ____ 7-=o ..... z"""',.O.......,'L~·-.,,-_t,_;:;i,_,,_,Z'--a- Building Permit No.--~--,----------- Plan Fi.le No.'"". __________________ _ Govt. Contract No. _____________ _ OSA orPS!"IPD,# .. Other ~'l:!, '"'~(~5 - INSPECTION __ QSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ concrete .,,..-Masonry __ struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS MAT'LSAMPLING _._Concrete Cylinders __ Cement ___ . __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry !;Hock __ . Fireproofing _._ Units (block or brick) -. _ Asphalt Concrete , __ Roofing __ Reinf. Steel ___ Steel . ___ H.S. Bolts ___ Tendon (PT Strands) ____ Other __ Other~'-,--~-~ __ Other ____ --'- QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST I __ ~ Rinf.: Rebar ffiftvl ,4 '2tS:: .,/ Plan & Specs ______ ! ___ Rint: W.W.F.______ ./ Clearances ! _ Rinf.: Tendons_________ V Positions _______ • ___ .. -Cone.: Mix #/psi ..Lsizes ___________ i ___ . Cone.: Mix #/psi L Laps ! ! ______ Cone.: Mix #/psi __ ~--_. _ Future Continuity #/psi, ___ , ___ Grout: Mix #/psi----'--~--_ Consolidation ______ ! ~Mortar: Type/psi 5 ZtffO O ./'Mortar Batching _____ ' __ ._ ./. Units: Block}l;S[M Cfo Al~/_ Electrode Storage ____ _ I ___ Units: Brick _ __,___,_ ______ torque Applied ____ _ -~~ I _. __ ·-H.S. Bolts __ ..;.... ___ _ ___ Metal Decking _____ _ __ _ . Electrodes ______ ~--- --_ Fireproofing-------- --__ __ Other _____________ Corrective action required __ --------,-----._ Corrections completed __ _ Lspectd :-±1: 1~·"0, at ASTM C-9n tih m,-d;u,._ ,;:,;,?u CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all,of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable ·sections of the·building codes. This report covers the locations-of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAM•~A-,. P,~_5) INSPECTORSIGNATU~~ PSl·B-900-170(2) , _ c~o. 3,,ot r sb~ ::is-,. DATE____,_..-5:~-_.2...,2..._r-4crz _________ _ l •/ lnfonnation • .To Build On . -Page_1_of _/... Engineering • Consulting • Testing INSPECTiON REPORT. CUENT_-=~-=---el-=---{) ___ _ PROJECT (Name)_L~-eGl ..... ~· o"-!..C4a=-· ~d..,.· ----- DATE_, __ 'f:_·----&.9_-_7.._~---(Address) -_ lW$aA:b a . Architect __ ---t.d:rl· 1--"-0___._fi..,..t::""--_· -~· _--_· __ Engineer _ _,_t1-'2~'1f€-~,J,-'-'-/_;_-_____ [ll1-+_---'-~~-/.;__J,'1--'--_ .. _· __ REPORT NO._=--___ '?j_O-).e;__,2,__._-_B'f? __ _ Building Permit No._-_CJ.,-_y.Y_ .... O.-L...£9--'Z=---3"'-----· _ Plan File No. ________________ _ Contractor. __ • _ ___._~.,,.___,L .... ~ .... --'~=--------- ~ovt. Contract No.-------------~ OSAor . Other·_.Jt::-t.~':µ.!~~!a!C~~~E.!~~~~1.Et"4L INSPECTION MArLSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD __ Concrete Cylinders ___ Rinf.: Rebar _______ Plan & Specs _____ _ _ QSA __ Cement ___ Rinf.: W.W.F. _ Clearances ______ _ __ Specialty __ Mortar Samples _______ Rinf.: Tendons _ Positions. ______ _ __ Mechanical __ Grout Samples. _______ Cone.: Mix #/psi _ Sizes _______ _ __ Electrical __ Masonry Prisms ___ _ ___ Cone.: Mix #/psi_ _ Laps ________ _ __ Roofing __ Masonry Block --. ___ Cone.: Mix #/psi _ Future Continuity #/ps·._ __ __ Concrete __ Fireprooflng ___ Grout: Mix #/psi _ Consolidation _____ _ __ Masonry __ Units (block or brick) -Kl-struct Steel --. Asphalt Concrete __ -_ Mortar: Type/psi _ .Mortar Batching ____ _ ___ Units: Block _ Electrode Storage ____ _ __ Prestress Cone __ Roofing ___ Units: Brick _ Torque Applied ____ _ __ Pile Driving __ Reinf. Steel ___ _ Stee_· ________ , __ Fireproofing __ Steel ___ H.S. Bolts. ______ _ __ Waterproofing __ H.S. Bolts ___ _ __ Metal becking _____ _ __ Non-Destructive ____ Tendon (PT Strands) ___ Electrodes ______ _ __ Soils Technician __ Other ___ Fireproofing _____ -"- __ Batch Plant ___ Other --_ Other..,.._. __________ Corrective action require.d __ __ Bolt Pull-Out __ Other ----'--------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locatioris of the work inspected only and does not constitute engineering opin- ion or project control. · · INSPECTORNAM~v 14-v--...:e~~Q CERT.NO.-~1>703 s]) ::pf~S:I (Prl~ -Q ·· INSPECTORSIGNATUFI·~~ fl DATE 7':--j--Cj~ PSl·B-900-170(2) . K l ;/ Infonnation • .ToBuildOn · Page_1_of J_ Engineering • Consulting • testing INSPECTiON REPORT CLIENT __ L--=t!!'--~-=------ DATE __ f_-_./'--'=0'---~9--'B,a___ Architect._ __ --,,f/__.'---~a~-""'"c_-__ · _____ -_-_:_· ________ _ Engineer_---+-~~'/Q_~=rt-t--~-: __ r_· _f)i..,...._ ~~~---i,-,,,,==:c-,. ---'--,- Contractor. __ _,_F='5=-~6.....,__C-=-'-· _____ ....__ PROJECT (Name)·-~e::i..~~~a ..... /4r.....;:..J,,-;_-_"'-,;:..;d=·-:::;._ __ REPORT No._---=__.,~l'J .... _.Z."""'O_"L---"--___ , Building Permit No. ___ __,":1%._~----=c,:;.....;.9_Z--=;S' ____ _ Plan File No, _______________ _ _ Govt. Contract No.--------------- OSA·or OSHPD # ~ , -t ~ : _Other _b~Jl>t-1-.tVL?. ,G-s:,-. ~/; INSPECTION MAT'L SAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD __ Concrete Cylinders --_._-Rinf.: Rebar L Plan & Specs _OSA __ Cement -----Rinf.: w.W.F. _ Clearances __ specialty __ Mortar Samples -·-_. Rinf.: Tendons , >'Positions __ Mechanical ___ -_Grout Samples --_ Cone.: Mix #/psi __!!_ Sizes __ Electrical __ Masonry Prisms ---__ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block --: __ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete __ Fireproofing --__ Grout: Mix #(psi _ Consolidation __ Masonry __ Units (block or brick)_ -·-___ Mortar:· Type/psi . _ Mortar Batching ..Lstruct Steel __ Asphalt Concrete --_ Units: Block 1 Electrode Storage __ Prestress Cone __ Roofing ----._ Units: Brick Torque Applied __ Pile Driving __ Reinf. Steel .JL Steel A-s 7h-i ;:: .,; , ~c-; fa --__ Fireproofing __ Steel_ --_H.S.Bolts __ Waterproofing __ H.S. l;lolts --__ Metal Deckii . __ Non-Destructive __ ._Tendon (PT Strands) ----.JL Electrodes -7ax~ $_~ es __ Soils Technician __ Other -·-_ Fireproofing __ Batch Plant __ Other L Other .,l;t7;'2 /f E42-_ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the.reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. · INSPECTOR NAMF ~ fl-vi ~ ~ :t:Gf2'. INSPECTOR SIGNATUr>~Q,, ~ PSI-B-900-170(2) -CERT. NO. 9 f ?0 '] DATE __ ---..J9.__-~L~0=---~7?'--S-_____ _ l ;J Infonnation ~ • .To Build On · Page...LotL Engineering • Consulting • Testing INSPECTION RE;PORl" PROJECT(Name).--t::l~,(?--=(b:;....;c"--'t-<-"9::1,.,J.;.o...w:,..,,,J"'--_· __ CLIENT_L~· t:,.._;G~Ol,L.__ __ _ DATE_9_, ....... {f'---_,5i......,2,__ __ (Address) ?:: Architect __ H--=o___.__L~·-· -~-·' - Engineer _ _,l(Vl'---~d.~~w=·--~-· _ _,_wkzt__· ~-:..:,a,,c:;:,r.· =·=' '---- . Gds1»t1> 7 GA: REPORT N0. _ __.7 __ P--=-Z,._o-=z..::;;.._ ____ _ Building Permit No. __ ____,TY'c....:-_-__..,,Q__,.'7....,~~---- Plan File No. _______________ _ Govt. Contract No,------------------ Contractor: ____ J3_.,,_,_·"""73c-.-1-b----·_._. -----=----- OSAor~HPD # Other ~€6tn ~-01 7 ~ INSPECTION _OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry --1:1 Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out REMARKS • MAT'L SAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms- __ Masonry Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel __ H.S. Bolts __ Tendon (PT Strands) __ Other. __ ·Other __ Other MATERIAL DESCRIPTION INSPECTION CHECKLIST __ ·-Rinf.: Rebar--"------_ Plan & Specs _____ _ ___ . Rinf.: W.W.F. . _ Clearances ______ _ ___ Rinf.: Tendons _ Positions ______ _ ____ Cone.: Mix #/psi _ Sizes _______ _ __ . _ Cone.: Mix #/psi _ Laps ________ _ __ _ Cone.: Mix #/psi _ Future Continuity #/ps._· __ _ ___ . _ Grout: Mix #/psi _ Consolidation. _____ _ __ .--Mortar: Type/psi _ Mortar Batching, ____ _ _. __ Units: Block _____ ~---_ Electrode Storage ____ _ ____ Units: Brick 9 _ Torque Applied --· .)fi._steel ~rm~ (;>. -------- -.--___ H.S. Bolts_~_..;._ __ _ __ _ Metal beckin!::1..-..-----=-----, __ ...JL.-Electrodes•~L~~~~~lS __ . ___ Fireproofing _____ _ ___ Other ___ ...:... _____ Corrective action required __ ___________ Corrections completed __ _ V ,~ual lff m'sp~ i/...c.. -£·(kl wdJ, ;._3 o-f-T5 CERTIFICATION OF COMPLIANCE: :To the bestof our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, · specifications and applicable sections of the building codes. This report covers ·the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTORNAME ~~A-1:? ~ CERT.NO. S~l>~ ~i) -#3.s-1 ~nt~r) 2( INSPECTORSIGNATUAE'~j,.1.,J,. ~ DATE g -lf -'1~ PSl·B-900-170(2) . l •..,rll:!!!-•J l,iformation 14..z,• .. To Build On Engineering • Consu#ting • Testing. CLIENT---~--=--ez __ · ()__. ---,--- DATE __ 7_~ /_1/,_/_.,· ,._..'3'.__:,__ Page_1_of _{ INSPECTION REPORT · PROJECT (Name),-l...e:~==-=:.:..;::·a;..i./4..:::::Ll~==·~· _· __ (Address) ___ .,__.......,.. ____ ___ Ck&~, 2l Architect._ __ +.A_,_/__;;o~L"-'"""'--· ------=--- . REPORT N0,-~4--=~~2-~~:c...=:;,,...··-~-',,,-.;::;.."t) __ , ...:::?;____ Building Permit No. ___ =3__i.....1,8°L.-..::0:::..'9....!· .... tb_~----- Engineer __ -rY/ ____ q,_~m_· ---'-:-------'------ Plan Fil.e No, _______________ _ Govt .. Contract No:---'-------~----- Contractor. __ 73-H, ___ ZE,~.,,,,__..::::~=---------~- OSA-or OSHPD,.# . ~ Other ~fluu~,-7ic&d/~ INSPECTION __ QSHPD _QSA __ Specialty __ Mechanical __ Electrical __ Roofing __ concrete __ Masonry -1 Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MATiL SAMPLING __ Coricrete Cy_linders __ Cement ·_._Mortar Samples __ Grout Samples _._Masonry Prisnis . __ Masonry Block _. _ Fireproofing __ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Steel __ Steel ____ H.S. Boits · ___ Tendon (PT Strands) __ Other _-_Other ____ _ __ Other ___ """"-_ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST --. .-· __ Rinf.: Rebar. _& Plan & Specs _____ _ __ ._ Rinf.: W.W:F, _______ .....;... __ . _ Clearances ______ _ __ . ___ . Rinf.: Tendons, ________ Positions ______ _ ___ Conc.:Mix#/psi --PSizes_-'--------~ -.-_._ Cone.: Mix #/psi · _ Laps, ________ _ ____ Cone.: Mix #/psi · _ Future Continuity #/ps._· __ _ __ . _._Grout: Mix #/psi _ Consolidation, _____ _ _. __ Mortar: Type/psi Mortar Batching ____ _ __ . _ Units: Block V Electrode Storage ____ _ ___ Units: Brick _ Torque Applied ____ _ _ i Ste~I -M7rll A$72J D --. _ H.S. Botts._--'------ --_ Metal Deckin!l:L------~ __ · _ ___/!!_ Electrodes.&._,~~~..d.a~"! _. __ Fireproofing~·----- --L Othertf>Tm If& _ Corrective action required __ -------------_ Corrections completed __ _ CERT. NO. ff'.7l) 3 DATE_--J9L----L/-LY_-_1~?:..___ _______ _ · t rtut!•!;/Information ~., •. ToBuild On: Page_1_of _J_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) Le/ tikd CLIENT _ __.L....:::;_=~c..=..~----,-_..,;.. DATE __ Cj'.-+--,--'-~/-=-~---'-~-'----(Address) ~·t REPORTNO. ~~~ Building Permit _No. e;<i O CJ/'I:, Architect __ ~t/ __ O_K __ .-_---'--------- Engineer _ _.._lY/ _ __._ ___ q----'fr1.___._ __________ _ Plan File No·-.---------------- ,Govt. Contract No.--------------- OSA-SHPQ #-----:----=------r--==------,-.,,_ Contractor._-1-2J.-""-'l~S,,; ~<-,;~----,------------- INSPECTION __ OSHPD _OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry _Jt_ Struct Steel __ Prestress Cone __ Pile Driving __ fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant · __ Bolt Pull-Out REMARKS . MAT'L SAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ ._Gr<;>ut Samples __ Masonry Prisms __ Masonry Block __ Fireproofing · __ Units (block or brick) · __ Asphalt Concrete __ Roofing . __ Reinf. Steel ___ Steel __ H.S. Bolts ___ Tendon (PT Strands) _-_Other __ Other ____ _ _._Other ____ _ QTY MAtERIAL DESCRIPTION INSPECTION. CHECKLIST ___ Rinf.: Rebar ______ ....L57. Plan & Specs _____ _ ___ Rinf.: W.W.F. _ Clearances ______ _ _____ Rinf.: Tendons _ Positions ______ _ ___ · _ Cone;: Mix #/psi Y Sizes _______ _ ____ Cone.: Mix #/psi _ Laps ___ -'------ --. ___ Cone.: Mix #/psi _ Future Continuity #/psi, __ _ __ _ Grout: Mix #/psi _ Consoiidation _____ _ ______ Mortar:.Type/psi. . _ Mortar Batching ____ _ __ ._ Units: Block )fl_ Electrode Storage ____ _ ___ Units, Brick .7 _ Torque Applied __ ·_ --l!-Steel IHJm ,4-Szta j:, _______ _ ___ H.S. Bolts_-'------ --,_ Metal Decki'!!J.= -e-, ___ i.. Electrodes t.:3ikiat:.ili ___ Fireproofing . _ Othe7'S7'-n,ll,-{, _ Corrective action required __ -----'---------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the-locations of the work inspected only and does not constitute engineering opin- ion or project control. · CERT. N0._9~!-LZCJ-......tll!::3-----.......-:S::~t2~-#......;~~S-a........L-I __ DATE ______ --iz;'--_,_/.c;..'.5-_~_'.5:?r-»-------'- l ;/ Information • .. ToBuildOn Engineering • C~nsulting • Testing cueNT _ _a::::;;L=c::...;:o,Gzc....;;;;.o __ ....:....,.._ DATE __ t'f~'/ ___ C,_-_5.._<.?_-=-·---· -,-. Page_1_of ..L . INSPECTION REPORT / . PROJECT (Name)_·"""L.-e:~d,.a=·~;;~r,,._;,,._ .. -=d~·---- (Address)_.,,....... ______ ft-,!Ct---~ ·c.:. Architect, ____ ,4£-i''----Joo"""-'L"""""''----------- REPORT NO·---=:,---,_d_'Z,C>--=· ,--c..._-+-5'2~V,~U_. __,,: Building Permit No. ___ ..... T_~__,Q __ p"'-i'_G, __ • __ _ Engineer ____ M ______ a,_.._/Yl____,.___ ______ _ Plan File No, _______________ _ Govt. Contract No.------------------ Contractor. ___ ~""""-"'"'"---·"'"73=-----'{: __________ -"-__ _ OSA·or Other_· -,c...;;;,...,+-L.:-..:c..::..o::..;;..::~'-'--41<.4...u..-,,.___,=-""'"'-~~--- INSPECTION _OSHPD __ OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry $struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ soils Technician __ Batch Plant __ Bolt Pull-Out .• : • ,.i:.,,.. MAT'LSAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples __ Masonry Prisms __ Masonry Block . _._ Fireproofing · _ _,_ Units (block or brick) __ Asphalt Concrete __ Roofing __ Reinf. Ste~I __ Steel __ H.S. Bolts _. _Tendon (PT Strands) __ Other _ ·_Other ____ _ __ Other ___ -'--_ QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _. -. ___ Rinf.: Rebar_--'-----)!!_ Plan & Specs _____ _ ___ Rinf.: W.W.F. _ Clearances ______ _ __ . -.-Rinf.: Tendons . _ Positions ______ _ __ _ Conc.:Mix#/psi y Sizes _______ _ __ -. Cone.: Mix #/psi _ Laps ________ _ · . ___ Cone.: Mix #/psi _ Future Continuity #/ps._· __ _ __ -. Qrout: Mix #/psi _Consolidation,_· ____ _ _ . ____ Mortar: Type/psi _ Mortar Batching ____ _ . ___ Units: Block _t)Electrode Storage ____ _ ~:;:-A.:;;;:~~~--Torque Applied ____ _ ___ . · Fireproofing ____ -__ ._· _ J(/_Other//<.7in-d5« __ Corrective action required __ ______________ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, $Ubstantially complies with approved plans, specifications and applicable sections of the. building codes. This report covers the locations of thework inspected only and does not constitute engineering opin-. ion or project control. · PSI-B-900-170(2) CERT. N0._9..L.f:~7....._(1_'3~--s..._2..__#___,;;::.3-=s-;:c...c../ __ ___,.. DATE _ ____.P,._--+-/....._l,t.---·--7+-Zv--8':'----- l ;/Info~ofi . • .ToBuzldOn Page_1_of _J_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name)~~=----=t)E..<.-£~~· ..... J=-· __ (Address)_-=--....------~ CLIENT __ L=--~"'-"'<06~;.....· __ DATE--2~-_/_4?_-__ 7 ___ 9"_·_ Architect __ y_· ...... C)__,__--'-r;,-=-. --------'-------'----Building Permit N _ • · Engineer_..,,,.//):2_::.....j~_,+._____./11,r__a....,f-. __, _____ ___._ ___ PIE,m File No. _______________ _ ~ovt: contract No.-~------------- Contractor._-73---=-a'--'£ ..... 3,c__e_,_,,__ --------...a--OSA or ~PD#, . , Other l:?tf 4Jt~~""" 3 INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --_· Rinf.: Rebar _ Plan & Specs __ OSA __ Cement ___ Rinf.: W.W.F. _ Clearances __ Specialty __ Mortar Samples _ Rinf.: Tendons _. _ Positions __ Mechanical __ Grout Samples --_ Cone.: Mix #/psi _Sizes __ Electrical __ Masonry Prisms ·--: __ _ Cone.: Mix #/psi _Laps __ Roofing __ Masonry Block _ Cone.: Mix #/psi _ Future Continuity #/psi __ concrete __ Fireproofing _ Grout: Mix #/psi _ Consolidation .. ---"'Masonry __ Units (block or brick) --_ .. Mortar: Type/psi _ Mortar Batching __ struct Steel · __ Asphalt Concrete --_. _ Units: Block .. _ Electrode Storage __ Prestress Cone __ Roofing --_ Units, Brick _ Torque Applieq __ Pile Driving __ Reinf. Steel --___ Steel __ Fireproofing __ Steel ---_ H.S .. Bolts - __ waterproofing __ H.S. Bolts _ Metal Decking __ Non-Destructive . ___ Tendon (PT Strands) --__ __ Electrodes __ Soils Technician __ other --__ Fireproofing _ __ Batch Plant __ .Other ' --_ Other _ Corrective action required __ __ Bolt Pull-Out .. __ Other ----_ Corrections completed CERTIFICATION OF COMPLIANCE: -To the bes~ of our knowledge, all of.the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work-inspected only and does not constitute engineering opin- ion or project control. · CERT. NO.----Jq4-~~2,,£..l,CJ_,_., .. ~,.L.: __ $D ___ --#""""'3=--=>.~/ __ _ INSPECTOR SIGNATURE-r~~""""-'T--f.fc:.:::;:::a,,~~c:.1..c::::;;,~_: DATE-~-19"----,.:;.../...L.7_-_-JY+-"------ PSl·B-900-170(2) SEP 17 '98 13:52 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.07/09 REPORT OF DAILY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estat~, Inc. PROJECT: Lego Family Park USA . Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 14, 1998 , Areas worked: TI1e Beginning East Building REPORT NO, 059-70202, 219-77044 (55) -9 17 ---------------------,--'-----% Project Completed:_-"90-=-=% ...... _____ _ Weather: partly cloudy morning/sunny afternoon Temperature: 60 "F to 80 "F Roofing foreman: Bill Sellon · . Crew Size: 5 Time Worked: 7:00 a.rn. to ___ 4_:oo _______ ·p __ .m=·---------- Cant Size: 3" Type of-Drain: Smith. cast iron Cricket size/slope: 1/2" per foot Deck Type: plywood . Clean: yes Dry: yes Slope:~1/ .... 4_" _pe=r-fi_o __ ot _________ _ Material Protection: On pallets? yes Covered? _ yes . Labeled? yes Dry? _y._.e=s _____ _ Base Ply: GS Glasbase Base Sheet. #25 Attacbmen~: 1" round head nails Spacing: 18" O.C. two rolls center of sheet 9" O.C. on laps Roof Ply Type: Plintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-ill Modified Number of Piles: Three · Application Method:---=s=ol=id _____ ho=t ___ m=o=p.,__ _______ _ Surfacing: Type; rock Embedinent:----=-h=o;::..t =as.p=ha=l=t ________ _ Flashing Type: Plintlastic GMS/fl Modified Asphalt Spec.#.=:MB=F _________ _ Attachment Method: solid hot mop Fastener: I" round nails Spacing: _.:c..9_" _____ _ Bitumen: Type: ill Bulk shipment or carton?--'-----'c=ar=t=o=n'---------- (EVT °F) Kettle Temp: .8:00 a.m. 485°P 10:30 a.m. 500 °P 1 :30 p.m. 500 up Rooftop Temp.: __ a.m._°F __J!.m. 0P __p.m. _°F Edge Metal Type: n/a Gauge: _____ _ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: ___,h=o=t-=a=.isp""'h=al=t----------------,-----------'--- Debris Removed: yes Penetrations Sealed: needs mastic Test Cut: -=no-"------------ COMMENTS: 1. Solid mopped modified cap onto wall flashings and nailed down at 9" 0. C. 2. Set pipe jacks in mastic and applied primer on tops. 3. Finished solid mopping modified cap to roof. 4. Finished solid mopping modified cap to wall flashings and nailed at 9" O.C. 5. Screw drairi rings into place. PSI INSPECTOR: Bert Mantilc Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 SEP 17 '98 13:52 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO P.06/09 REPORT OF DAll,Y BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTBNDENT'.S NAME: Chuc}( Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 13, 1998 , Areas worked: The Beginning East Building REPORT NO: 059-70202, 219-77044 (54) -Cj I ~ ----------'---_,..;. _____________ % ProjectCompleted: 60%. Weather: cloudy morning Temperature: 60 °F to 80 °P Roofing foreman: Bill Sellon Crew Size:l__Time Worked: 7:00 a.m. . to _,..;.4=:00..:.....P·=m=·---- Cant Size: 3 11 Type of Drain: Smith, cast iron Cricket size/slope: 1/2 11 per foot Deck Type: plywood Clean: yes Dry:. yes Slope: 1/411 per foot Material Protection: On pallets? yes Covered? yes Labeled? yes Dry? _,y-=e=-s __ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: 1" round head nails Spacing: 1811 0.C. two rolls center of.sheet 911 O.C. on laps . Roof Ply Type: Flintglas Type N and GMS Roll Roofing Specification No: GMS-2-3-111 Modified Number of Piles: . Three · Application Method:~s=o=lid~ho=t~m=o=-p ______ _ Surfacing: Type; rock Embedment:_h=o __ t __ as""p __ h __ a=lt _______ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#. ==M=B=F ______ _ Attachment Method: solid hot mop Fastener: I" round nails Spacing: --9 .... " _____ _ Bitumen: Type: . ill Bulk shipment or carton? carton (EVT °F) Kettle Temp: 8:30 a.m. 470°F 10:00 a.m. 500 .°F 1:00 p.m. 500 °F Rooftop Temp.: __ a.m._°F __n.m. °F __p.m. _°F Edge Metal Type: n/a · · Gauge: _____ _ Counter Flashing: Type: n/ Gauge: _____ _ Night Seal: __,h=o=t-=a"'-lsp~h=a=lt _________ -'------------------ Debris Removed: yes Penetrations Sealed: needs mastic Test Cut: -=n=o ______ _ COMMENTS: 1. Set drain leads and pie jacks in place with mastic. 2. Applied primer on tips ofleads. 3. Solid mopped Modified cap in place. 4. Screwed drain rings onto drains. 5. Nailed base unto walls using round head nails. NOTE: Some areas have a light application of hot asphalt caused by pulling felt machine being too quick. PSI INSPECTOR: Bert Mantik Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 SEP 17 '98 13:52 FR PSI CORONA CA· 909 272 4271 TO SAN DIEGO P.05/09 REPORT OF DAll,Y BUILT~UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: Sept. 12, 1998, Areas worked: The Beginning East Building ~PORT NQ: 059-70202, 219-77044 (53) -CJ 15 -----------------"---'------% Project Complete~: 30%. Weather: cloudy morning. sunny afternoon Temperature: 60 °F to 80 °F Roofing foreman: Bill Sellon Crew Size:_S __ Timc Worked: 8:00 a.m. .. to __.,6..,..:00......_p=.m=··;_.. __ _ Cant Size: 3" Type of Drain: Smith. cast iron Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: _ yes Slope: 1/4" per foot . Material Protection: On pallets? yes Covered? yes Labeled? yes Dry? _y-e=s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: 1 ;, round head nails Spacing: 18" O.C. two rolls center of sheet 9" O.C. -on laps Roof Ply Type: Flintglas Type iV and GMS Roll Roofing Specification No: GMS-2-3-ID Modified Number of Piles: Three Application Method:---"s=ol=id~h=o=t_m __ o .. p'-------- Surfacing: Type: rock Embedment:--=h=o""'"t =as,.p=ha;;:al=t _______ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt . · Spec.#.=: MB=·-F ________ _ Attachment Method: solid hot mop Fastener: l" round nails Spacing: ___ 9_" _____ _ Bitumen: Type: ill Bulk shipment or carton? carton (EVT °F) Kettle Temp: 8:30 a.m. 470°F 10:00 a.m. 500 °F 1 :00 p.m. 500 °F Rooftop Temp.: __ a.m._0P ~.m. 0P __p.m. _0p Edge Metal Type: n/a Gauge: ____ _ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: --'h=o~t~a-sp=h=a=lt'---------------------------------- Debris Removed: yes Penetrations Sealed: _ needs mastic Test Cut: -=no~------ COMMENTS: I. Laid out cant strip and nailed with No. 8 nails, 12" O.C. 2. Laid inverted cap at seismic straps and in valleys of crickets. 3. Mastic drains, rolled out base, let relax, nailed with l" round head nails. 4. Solid mopped one ply Type IV Flintglas. 5. Solid mopped one ply poly base around drains and all penetrations. PSI INSPECTOR: Bert Mantik Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 SEP 17 '98 13:52 FR PSI CORONA CA 909 272 4271 TO SAN DIEGO-P.04/09 REPORT OF DAil,Y BUILT~UP ROOFING INSPECTION OWNER: Lego Land Estates, tnc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers· Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden RQofing Company DATE: Sept. 11, 1998, REPORT NO: 059-70202 I 219-77044 (52)-9 /1 Areas worked:_..,.F __ ir'"'"st .... A __ i __ d __ B ___ u1 __ ·td __ in ... g.._: ___ Th--=-e .... B .... eg=inn=in_g""B .... ti1 __ ·1ru=·n=g..,., ~ea .... st _____________ _ --------------------~--=--% Project Completed: ______ _ Weather: cloudy morning. sunny afternoon Temperature: _ 60 ~F to 80 "F Roofing foreman: Bill Sellon Crew Size:_5 __ Time Worked: 6:30 a.m. to-=3=:3=0-p,.,,,.m=·---- Cant Size: 3" Type of Drain: Smith. cast iron Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: _ yes Dry: yes Slope: 1/4 11 per foot Material Protection: On pallets? yes Covered? yes Labeled'? yes Dry? .... -Y-e-s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: 1" round head nails Spacing: 1811 O.C._ two rolls center of sheet 911 O.C. on laps Roof Ply Type: Flintglas Type IV and.GM$ Roll Roofing_ Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:.~s~o=li=d~h=o~t =m=o.,.p ______ _ Surfacing: Type: rock _ Embedment:---"'h=o=t a=s:.c:-ph=al=t"--------- Flashing Type: Flintlastic GMS/fl Modified Asphalt . Spec.#. ==MB=F'-------- Attachment Method: solid hot mop Fastener: I'' round nails Spacing: _-ac,9_"---,----- Bitumen: Type: III .Bulk shipment or carton? carton (EVT 11P) Kettle Temp: 8:20 a.m. 490°F 11 :00 a.m. 500 °F 1 :30 p.m. 500 °F Rooftop Temp-.: __ a.m.-'-°F ---11.m. °F ___p.m. _°F Edge Metal Type: n/a Gauge: __ -__ Counter Flashing: Type: n/a Gauge: ____ _ Night Seal: ____ h=o __ t __ as..,.p=h=al=-t----------'----------------- Debris Removed: yes Penetrations Sealed: needs mastic Test Cut: --=n=o ______ _ COMMENTS: 1. Laid out cant strip and nailed with No. 8 nails, 12" O.C. 2. Laid inverted cap at seismic straps and in valleys of crickets. 3. Mastic drains, rolled out base, let relax, nailed with l" round head nails. 4. Solid mopped one ply Type IV Flintglas. 5. Solid mopped one ply poly base aroµnd drains-and all penetrations. 6. Mastic drain leads in place and also the pipe jacks, applied primer on top. 7. Solid mop Modified cap to roof. 8. Nail base to walls with l" round head nails. 9. Solid mop modified cap to wall flashings and nail ori top, 9" o.c. PSI INSPECTOR: Bert Mantik Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 I I i I I I REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LE~OLJµID ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARL_SBAD, CALIFORNIA CARLSBAD, CA 92008 DA]_"_§~--~:-=---:::.-:.: :::_ay 19_'::..:.-~-~-~:::-;·-_ .. -_-_-__ -_-__ .:._::::-:~--=·-::_-·::-_-:. ==O=U=R=R=E=P=O=R=T=N=0=.:=0=5=9'.::-=7~0=2=0=2=-=5=8=3==.:..::.:.::=:.::··-.::.:::::...-_·-::::.::: .. --::.::·: _ FIELD DATA: LOCATION OF PLACEMENT THE BEG::CNNING EAST COMPLEX FOOTINGS #2 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 07, 1998 04:00 pm 4 67 79 May 08, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS GEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE · NELSON & SLOAN 696457 522 N°£F:l'leE.LICABLLI.SIM_SII\NDl'l8D_S.V.NLE.S.S--9Il:IEB\/!lll3E.JNDlCAIE.D;_SJ.~.Me.:..c.li3~Qa;_,;13c¢_ON.IEfil:.Q2~.l!l:.IEMei;BllI.UBE:J;J.ll.G.4&6(Q.3J;J;AfPJNl3;_CJ23J.el1~--------------- CQMPRESSIQN T_EST RESULTS ASTMC39-94 ---· j SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION! AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. ! (DAYS) TEST (LBS.) (INJ (SQ.IN.) (PSI) TYPE OF BREAK ---------i 16904 I A i 7 05/14/98 91000 6.00 28.:p 3220 Cone 16904 ! B I 28 06/04/98 16904 I C i 28 06/04/98 / l 16904 i D ! i j ! i I I ! ! l I ' i l i ; I l t I ' i L ____ -----__ J _______ --------·-·--· l, ___________ ------_J_ --------J .• --H-,_ ··-·· -·--·-. ·-·-----··-_, __ 1 SP I --' ; I I ECIFICATIONS .1 28 1 3000 ----------'--·-__ [. REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. · Test results comply with applicable specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to _PSI laborato_ry. Test results do not comply with p applicable specifications. ALL CYLINDERS CAPPED IN ACCO~DANCE WIT~ ASTM C617-94. TECHNICIAN: DEREK PET~RSO~ Respectfully submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~J/t!E~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE'INDICATIVE OF THE ENTIRE. CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESS!ONAL SERVICE INDUSTRIES, INC. PSI A•200·4 (4)F DISTRICT MAN:~ Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 i I REPORT. OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: May 19, 1998 OUR REPORT NO.: 059-:-70202-581 .:·=-==---=·=-=-·-·-.-.::....---::.:::::::,-.-_-··..::=:·..:::·· -:-:::;.:::::~.-=---=·====--===================== ---·----·-------------· -···-. ·- FIELD DATA: LOCATION OF PLACEMENT THE BEGINNING EAST. COMPLEX FOOTINGS #:I. DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F PERMIT# 98.,-0923 May 01, 1.99$ 01:50 pm 4 67 CONCRETE TEMPERATURE, °F 76 DATE RECEIVED IN LAB May 08, 1998 FIELD DATA SUBMITTED BY PSI\DEREK PETERSON MIX DATA SUBMITTED BY NELSON .& SLOAN ···----------------------------------- SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRE.SSION TEST RESULTS ASTM,C39·94 NELSON & SLOAN 696411 522 SPECI~;~· -r ;~ST "'7----·-··------,--T-O-TA_L ____ C_Y_LI_ND_E_R-~C-Y_[_IN-D-ER~-C-O_M_P_RE_S_S_IV-E~-· -.. ----~ IDENTIFICATION! AGE I DATE OF LOAD DIAMETER AREA STRENGTH LABORATORY NUMBER TYPE OF BREAK OR SET NO. (DAYS). TEST (LBS.) {IN.) {SQ. IN.) {PSI) ----------11---1------------+------+---------+----------1 ! 7 , 28 16905 16905 16905 A B C 16905 D j 2·8 05/1.4/98 06/04/98 06/04/98 I i ' I i I I / I , . I 85000 6.00 28.27 3010 Cone I SPECIFICATIONS 3000 + i------'------~---~--'---~-1--------·------------1 I 28 .1 I REMARKS: X Cylinders made by PSI-representative. Cyl[liders picked up by PSI . X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI l,tboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN AGCORDANCE WITH ASTM C617-94 •. TECHNICIAN: DEREK PETERSON Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~,;;dustri~, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F DAVID~Y~,~ DISTRICT MANAGER Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPOltT OF DAILY BUILT-lJP ROOFING JNSPECTlON OWNER: Lego Land Estates. loc. GENERAL CONTRACTOR:-Bernards Brothers Construction SUPERINTENDENT'S NAM.E: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Parle USA Cannon Road, Carlsbad, CA DATE: July 30, 1998, Thursday -REPORT NO: 059-?0202. 219-77044 (42) -S.51 Areas worked: South complex ___________________ -_-._, .... _. _________ · % Project Completed: 90 Weather: overcast. panly swmy after 10:30 a.m: Temperature: 60 °F to 75 np Roofing foreman: Bill Scllon Crew Size: _ 5 Time Worked:_ 6:30 a,m. to_-...::6_:00=--p_.m ___ • -------'"---'- Cant Size: 3" Type of Drain: Smith, cast iron_ Cricket size/slope: 112" per foot Deck Type: plywood Ciean: yes _ Dry: yes Slope: 1/4" .per foot Material Protection: On pallets? yes Covered? yes Labeled'? yes Dry? _,y._e~s __ _ Base Ply: GS Glas base Base Sheet. -#25 Attachment: Senco Staples & tape or l" sq. head nails Spacing: 1811 O.C .. two rolls center of,sheet 9" O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-ill Modified Number of Piles: Three AppHcation Method:__.s:.=:o~lid=-· .:.:h~ot:..:m=op--------- Surfacing: Type~ rock Embedtnent:---::h=o:.::.t..:.::a~sp.._.ha=lt,__-_____ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.~:M::.::,B=F~------- Attachment Method: solid hot mop Fastener:· 1., round nails Spacing: ___ 9_" _____ _ Bitumen: Type: III . Bulle shipment or carton? carton {EVT °F) Kettle Temp: 8:30 a.rn. 480°F 11 :30 a.m. 470°F 2:00 p.m. 500 °F Rooftop Temp.: 8:30 a.m. 450"F ll:30a.m. 450°F .ll!Qp.ni. 480°F Edge Metal Type: n/a · · Gauge: ______ _ Counter Flashing: Type: galvanized Gauge:-=2=6 ___ _ Night Seal: _h!!:o~t:..!a~s:.i,::o:.::ha:::..:l.::..t -------------'------------------------- Debris Removed: s.es Penetrations Sealed: yes Test Cut: -~n:.:.o ______ _ COMMENTS: l. Solid hot mop balan~ of Flintglas Type IV felts over completed base sheet from July 29, using felt machine and hand mops. 2. Solid hot mop one ply of Poly Modified base sheet around ail drains, overflows and pipe penetrations, one pitch pan. and two galvaniZed roof vents. 3. Prime all lead, pitch pan and roof vents with asphalt pnmcr. 4. Set all lead, pitch pan, and roof vents in bed ofmastic over poly modified base sbeet. 5. Solid hot mop one ply of GS A~tlastic GMS modified over completed GS Flintgla.s Type rv felt using felt machine and hand mops. 6. Nailed one ply of GS Glasbase #25 base sheet on wood: wall and air conditioning platforms, except whre base flashing is only 3" to 4" at top of wood cricket. 7. Solid hot mop one ply of OS Flintlastic GMS modified cap sheet over nailed 25 lb. base sheet on walls, air conditioning platform, roof hatch, and vem curb. Fastened at top of s)leet with l" round h~ad nails, 8" O.C. PSI INSPECTOR: Bill Davis Pmfc:~ional Service Industries, Inc., 350 S. Maple, Unit K, Cori.>na. CA 91720, (909) 272-4230 l0/90"d O~3IG N~S Ol tlGP G~G 606 l ,,,.,~;, Informatwn . ~.:,• ~ToBuildOn .· Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID.CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: FIELD DATA: CARLSBAD, CA 92008 July 01, 1998 REVISION #2 OUR REPORT NQ.: 059-70.202-734 LOCATION OF PLACEMENT BEGINNING WEST COMPLEX SLAB-ON-GRADE #1 PERMIT# 98-0926 DATE PLACED June 19, 1998 08:~0 am SUPPLIER NELSON & SLOAN 'DELIVj:RY TICKET NO.frRUCK NO. TIME SLUMP, IN. AIR CONTENT, % 6 MIX NUMBER.AND PROPORTIONS 522 CEMENT AIR TEMPERATURE, °F 6 0 CONCRETETEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 22, 1998 PSI\DEREK PETERSON NELSON & SLOAN WATER FINE AGGREGATE <;;OARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS V~LES.s.QIHERW!SEJNDlCATED· SLUMP· C143-9Da· AIR CONipNT· C23MW TEMPERATURE· C1D6H61113);J;APPlliG· COMPRESSION TEST RESULTS ASTM.C39-~4 . SPECIMEN TEST-TOTAL CYLINDER . GY_k~1';._ER COMPRESSIVE, LABORATORY IDENTIFICATION AGE DATE·OF LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) . (IN.) 17288 A 7 06/26/98 '53500 6.00 17288 B 28 07 /17 /98-75000 6.00 17288 C 28 07/17/98 77000 6.00 17288 D 60 08/18/98 76000 6.00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Contracto(s representative. Cylinders delivered to PSI laboratory. WILL HOLD 1 CYLINDER FOR 60-DAY BREAK TECHNICIAN: DEREK PETERSON (SQ.IN.) 28.27 28.27 28.27 · 28 .2'7 cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WtTHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, ll'!C, STRENGTH (PSI) TYPE OF BREAK 1890 Cone 2650 Cone 2720 Cone 2690 Cone 2500 MS Respectfully submitted, ?iii~,lnc. DISTRICT MANAGER PSI A-200-4 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 , · l .,..1£!,;1 Irifo~n ~_,• *To Build On Engineering • Consulting •. Test.itig REPORT OF GROUT COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, ·cA 92008 May 21, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202.,.841 LOCATION OF PLACEMENT BEGINNING EAST COMPLEX 3RD LIFT DATE PLACED TIME May 21, 1998 9 l/2 SUPPLIER PROPORTIONS CEMENT WATER PALOMAR TRANSIT MIX SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUT TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 17085 A 17085 B 17085 C SPECIFICATIONS 70 70 May 23, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX FINE AGGREGATE ADMIXTURE 'COMPRESSION Tl::ST .RESULTS ASTM C109-93 TEST TOTAL CUBE CUBE AGE DATE OF LOAD SIZE AREA (DAYS) TEST (L:BS:) (IN.) (SQ. IN.) 7 05/28/98 23200 3.00 X 3.00 9.00 28 06/18/98 25000 3.00 X 3.00 9.00 28 06/18/98 ~2000 3.00 X 3·. 00 9.00 28 COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2580 Cone 2780 Cone 2440 Cone 2000 REMARKS: X. Cubes made by PSI representative. X Cubes picked up by PSI representative. Test results comply with applicable X .specifications. Cubes made by Architect's or Contractor's representative. Cubes delivered to PSI laboratory. Test results do not comply with ~pplicable specifications. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-31 F C DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ~· -~ ~) u~es, Inc. l •-i.;;;'iJ. lnfonnation ~.;,• ~To Build On Engineering • Consutting • Testin'g REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 14, 1998 OUR REPORT NO.: 059-70202-837 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST STARTER WALL DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F . CONCRETE TEMPERATURE, °F · DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY August 06 ,· 19·99 07 :30 am 4 72 87 August 07, 1998 PSI\DAN RAMAGE NELSON & SLOAN .SUPPLIER Dl;LIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 522 NOTE· APPLICABLE ASTM STANDARD~i.E§U1IIJE~QlQAIEl2:,sJ.liMP; C143.go~· AIR CONTENT· C231'91 b· TEMPERATURE· c10§4,86C93)· CA~PINQ· C1231,93· COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER ·COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK - 17559 A 7 08/13/98 62000 6.00 28.27 2190 Cone 17559 B 28 09/03/98 17559 C 28 09/03/98 17559 D ,. SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI· ,K representative. Test results comply with applicable specifications. Cylinders made by Architect's or · Contracto(s representative. Cylind~rs delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ~STM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, ".'/ITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F .Respectfully submitted, lf:;;kc. DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ftil!!!';l Information ~..,,. ®To Build On . Engineering • Consulting • TestifJg REPORT OF -CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES lNC 5600 AVENIDA ENc~rAs SUITE J.30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 26, J.998 OUR REPORT NO,: 059-70202-856 · FIELD DATA: LOCATION OF PLACEMENT B.EGINNING WEST SECREEN WALL FOOTING PERMIT# 98-0926 DATE PLACED •TIME SLUMP, IN. '. AIR CONTENT, % : AIRTEMPERATURE, °F ·coNCRETE TEMPERATURE, °F ·;_DATE ~ECEIVED IN LAB "FIELD DATA SUBMITTED BY · MIX DATA SUBMITTED BY August 12, 1998 J.0:45 am 3 80 90 August J.9, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER. DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WAT-ER FINE AGGREGATE COARSE AGGREGATE A0MIXTURE NELSON & SLOAN 721385 J.3~6 NOTE· APPLICABLE ASTM SJANQA!lQ.SJlNLESS.QlliEBl'i/,[S.EJNDlCAIEO;.fil.UMe:.c.143.goa· AIR qoNJENT: C231-91b' TEMPERATURE· 01064-86(93)· CAPPING· 01231-93" SPECIMEN TEST LABORATORY .IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) J.7593 A 7 17593 B t 28 :1 17593 C 28 17593 D SPECIFICATIONS 28 . COMPRESSION TEST RESULTS ASTM'C39-94 TOTAL CYLINDER D~J~,9F, [QAD DIAMETER (LBS.) (IN.) 08/J.9/98 65000 6.00 09/09/98 09/09/98 ... CYLINDER COMPRESSIVE AREA STRENGTH (l>O.IN.) (PSI) TYPE OF BREAK 28-.27 2300 Cone .. 3000 REMARKS: X Cylinders made by PSI representative. Cylinders·picked up by PSI ?{ representative. Test results comply with applicable specificalions. Cylinders made by Architect's or Test results do not comply with Contractots representative. Cylinders delivered to PSI laboratory. applicable specifications. MP• !t . ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C6l 7-·94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY.PROFESSIONAL SERVICE INDUSTRIES. INC. PSI A•200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. Z)~ 1112 ---· DAVID z ;YT, RCE DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·l .-.,~;, /reformation ~..,,. *To Build On Engineering • Consulting • Testing · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIQA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 09, 1998 OUR REPORT NO.: 059-70202-873 FIELD DATA: LOCATION OF PLACEMENT BEGINNING TICKET TAKER SLAB-ON-GRADE PERMIT# 98-0921 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 25, 1998 08:45 am 3 AIR TEMPERATURE, °F 6 9 CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB August 26, 1998 FIELD DATA SUBMITTED BY PSI\DAN. RAMAGE MIX DATA SUBMITTED BY NELSON & ·SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE .ADMIXTURE NELSON & SLOAN 724662 1386 NOTE· APPLfC~lll.EASIM..luANllAB~.ll.NLE~~NtUCATED· SLUMP· CHHP•· AIR CONTENT· Q231-91b· TEMPERATURE· C1Q64•00Ci3)· C,APPING· c1231-93 . SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 17635 A 17635 B 17635 C 17635 D SPECIFICATIONS TEST AGE (DAYS) 7 28 28 28 COMPRESSION TEST RESULTS ASTMC39·94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 09/01/98 75000 6.00 09/22/98 09/22/98 REMARKS: X Cylinders made by PSI representative. Cylinders ·picked up by PSI X representative. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI.laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPEP ~N ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.Q.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·200-4 (4)F Respectfully submitted, l~Es~es, In~ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · t"'~ iil lriformation ~.,,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 14, 1998 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST STARTER WALL REVISION #1 OUR REPORT NO.: 059-70202-837 DATE PLACED TIME August 06, 1998 07:30 am SUPPLIER NELSON & SLOAN SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE, °F 72 CONCRETE TEMPERATURE, °F 8 7 DATE RECEIVED IN LAB August 07, 1998 FIELDDATASUBMITTEDBY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN · OELIVERY TICKET NO.rfRUCKNO. MIX NUMBER AND-PROPORTIONS 522 CEMENT WATER --- FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASIM STANDARDS UNLESS OTHERWJSE JNDICATEP· SLUMP·. CU3-90a· AIR CONTENT· Q231-91b· IEMPERAiuRE· Q1Q84·11B{93)' CAPPING• c1231.p3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION tEST RESULTS ASTMC39-94 TOTAL ·CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK .. 17559 A 7 08/13/98 62000 6.00 28.27 2190 Cone 17559 B 28 09/03/98 82000 6.00 28.27 2900 Cone 17559 C 28 ·09/03/98 94·000 6.00 28.27 2970 Cone 17559 D 56 10/0i/98 SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up liy PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. 28-DAY BREAK DOES NOT MEET SPECIFICATION REQUIREMENl WILL HOLD 1 CYLINDER FOR 56-DAY BREAK TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•200-4 (4)F NOT C 0 Respectfully submitted, q;;;•IS=iv DAVI)) J. t, RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l •.,.It:!!' ;J, Information ~.:111• .To Build On Engineering • Consulting • Testing ' ' REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLANI) THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: August 26, ·1998 REVISION #1 OUR REPORT NO.: 059-'70202-856 FIELD DATA: LOCATION OF PLACEMENT BEGINNING WEST SECREEN WALL FOOTING PERMIT# 98-0926 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 12, 1998 10:45 j;lffi 3 AIR TEMPERATURE, °F 80 CONCRETETEMPERATURE, °F 90 DATERECEIVEDINLAB August 19, 1998 FIELDDATASUBMITTEDBY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 721385 1386 --- NOTE· APPLICABLE ASTM STANDARDS UNLESS QTHERWJSE)NPICATED· SLUMP· CU3-90a· AIR CONTENT· C23J·ilb" TEMPERATURE· C1Q8HOCR3J· CAPPING• CJ23M3 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17593 A 7 17593 B 28 17593 C .28 17593 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST ~LBS.) (IN.) 08/19/98 65000 6.00 09/09/98 85000 6.00 09/09/98 88000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2300 Cone 28.27 3010 Cone 28.27 3110 Cone 3000 REMARKS: X Cylinders made by PSI represenlative. .Cylinders picked up by PSI X representative. . Test results comply wilh applicable .X specifications. Cylinders made by Architect's or Contractofs representative. Cylinders delivered to PSI laboralory. Test results do not comply wilh appli<:able specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-eo TECHNICIAN: DAN RAMA<:;E cc: LEGOLAND { 4) , BERNARD BROTHERS, H. 0. K. , CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT, REPORTS MAY NOT BE REPRODUCEO, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A•200-i (4)F f0 Respectfully submitted, Professional Servi Industries, Inc. ~EAN RCE DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/45500544 • Fax 619/455-1170 l ;J Infonnation • .ToBuildOn. Page_1_ot_.L.. Engineering • Consulting • Te'sting INSPECTION REPORT CLIENT___,£--.. e':--.6.._0.-.· ___ _ DATE_O____..-2=-.,S-:.._-__._5 ....... 'f __ PROJECT (Name)_....,[ __ £< ..... ,-""!6"""'c,._· ...... / Pt-,,.._· _j=· '---- Architect._ _ ____._r/ ..... ·_t')..__._,C.-,._ _______ _ (Address) _______ ___, __ · Gtzf ~Bl+C> , c; REPORT NO. -7 6 2L) 2, !. f6 78 If Building Permit No; 98' 0 -=, 2 / . Engineer_d, ______ ~~~2h ...... /._V_• _'"V~· __,,,-~~ ..... 2-f-.~~~'-'-'·'---~ Plan File No,__,;._..a..... ____ ..a...;... ______ _ Govt. Contract No.-------------- Contractor. ___ [2,__.,__,7J _ __,,{!__=------~---- INSPECTION MAT'LSAMPLING QTY MATERIAL DESCRIPTION . INSPECTION CHECKLIST · _OSHPD .::i1_ Concrete Cylinders _!;:/_ _K Rinf.: Rebar JH71!:!. 11-(,;,f{" ._x Plan & Specs _OSA __ Cement -·-_ Rinf.:W.W.F. --X--Clearances _Specialty __ Mortar Samples --_. Rinf.: Tendons . ~Positions _Mechanical · __ Grout Samples ..2!.... Cone.: Mix #/psi/3f~~ _}Csizes _Electrical __ Masonry Prisms -. Cone.: Mix #/psi ..d:Laps _Roofing __ Masonry !31ock --__ Cone.: Mix #/psi _ Future Continuity #/psi ..::;(_concrete __ .Fireproofing --_ Grout: Mix #/psi ~ Consolidation _Masonry _ Units (block or brick) --_ .. _ Mortar: Type/psi _ Mortar Batchina _ struct Steel _Asphalt Concrete --_ Units: Block _ Electrod~ Storage _ Prestress Cone _Roofing --_. Units: Brick _ Torque Applied _Pile Driving __ Reinf. Steel --_Steel _ Fireproofing __ Steel --_H.S.Bolts _Waterproofing __ H.S. Bolts -··-_ Metal Decking _Non-Destructive --• Tendon (PT Strands) --_ Electrodes _Soils Technician __ Other --__ --Fireproofing _ Batch Plant _. _Other --_Other _. Corrective action required __ _. _Bolt Pull-Out __ Other --_ Corrections completed Cf C&+tS'o,{~ c£__ do Cui/le ~ al Cm-ictU ~ mLX:. 't:t-t.3~1., e ±&. ±,cr<L+ 4:J+ug: . SL.~ . cAJ . bv-tde CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all·of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · te~l~o._:i~,~~-=J...L'ri~-->~bL..:f/---=-3...:;;..s--L,.1_---c" DATE __ ~<g=---=2~':["_,_c.-rr;.:.-=--_-----"---__ l ;l Information · • .To Build On . Page_1_ot_.L Engineering • Consulting • Testing INSPECTION REPORT cuENT___.L-===ea--~_,_.Q....,.__ __ _ DATE._ _ _,,_"'g,_-_3:....,..l_-__.9'--'-2_.___ PRO~ECT (Name) Lc.1el ~d . (Address) - .. -C~f5B~b c; . REPORT NO. __ ,_0_'"2,.0=--'--=----- Building Permit No. __ __.9-z..__..._-_,6_,:...__b ..... l ____ _ Architect ___ ._H...L-_,Q.....,.__._k=-------- Plan File NO.----------------.,--. Engineer_\/Y]+--' ......... A::...,_.,~=]j.......:.~~9:_.__ ..... rfl...._-'-pca;;;..:...,~=-c:..f 11..-'~'-'· _..__ __ Govt. Contract No. ______________ _ Contractor. __ 13_.._ ____ 13~_c~---'-------OSAo~HPD # _ Other J:1e91'vi nt vi j INSPECTION MAT'L SAMPLING-OTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD __ Concrete Cylinders --_ Rinf.: Rebar .lL Plan & Specs _OSA __ Cement --____ Rinf.: W.W:F. _ Clearances __ Specialty __ Mortar Samples _ Rinf.: Tendons _ Positions __ Mechanical __ Grout Samples --_ Cone.: Mix #/psi -)IL Sizes __ Electrical _-_Masonry Prisms --_ Cone.: Mix #/psi _Lap~ __ Roofing ___ Masc;mry Block --___ Cone.: Mix #/psi _ Future Continuity #/psi __ Concrete __ Fireproofing _ Grout: Mix#/psi _ Consolidation Masonry __ Units (block or brick) _ Mortar: Type/psi _ Mortar Batching ~Struct Steel __ Asphalt Concrete ----_ Units: Block _ Electrode Storage __ Prestress Cone _-_Roofing _ Units: Brick _-Torque Applied __ Pile Driving __ Reinf. Steel --4 Steel Ji's< t...-v\. ~ '3. fD __ Fireproofing __ Steel ..x:.... H.S. Bolts tr,i"rn A 3ZS- __ Waterproofing _}{ H.S. Bolts _Ze_ _ Metal Decking __ Non-Destructive ___ Tendon (PT Strands) --·_ Electrodes __ Soils Technician __ Other --_ F'ireproofing -~ ~r., 1-< __ Batch Plant _ -_Other ~Other -• .-n Corrective action required __ __ Bolt Pull·Out __ Other Corrections completed \ - k)b7 - CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported-work; unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. Tbis report covers the locations of the work inspected only and does not constitute engineering opin~ ion or project control. -· INSPECTOR NAME :t> &:n:219:::= ~ Q ~ Ifl.-8 INSPECTOR SIGNATU ~~ A ~ PSl-8-900-170(2) _ . CERT. N0.--1S'..::'8~7L!:::6:.-3L-__.5~J)~'*-3--=S-_J'--_ DATE____,.---~-=--..-3~l_-_")_,_2..u.----- Page_1_of_ INSPECTION REPORT DATE-~~=--~'~e.l~·~f'-'"'G'------- Architect_.._.#-=o"-'=· -----,.------------ Engineer JMA;L....rt A-) INSPECTION MAT'L SAMPLING QTY _OSHPD ~ Concrete-Cylinders ~ _QSA ._._Cement -- __¼ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms __ Roofing __ . Masonry Block -- Y Concrete __ -Fireproofing --__ Masonry __ . Units (block or.brick) --__ Struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ waterproofing __ H.S. Bolts __ Non-Destructive ___ Tendon (PT Strands) --·- __ $oils Technician __ Other -- __ Batch Plant __ Other --·- __ Bolt Pull-Out __ Other -- REMARKS et-z=· Ml K # ~-ZZ.. -5"ooo -1'">$ 1 PROJECT (Name) UfZ-70 ~-&/VD (Address) ~GSB,t.2?_ e.A, REPORT NO. .os2:-:ZQ'Z..o:L. ·Building Permit No.~?~~c---' 0_9,__z'"'"'~------------- Plan File No·---'--------------- Govt. C~>ntractNo .. --------------- OSA or OSHPD #-'-------------..;.._--,----- Other B'§>;n .. 11v,,vt..:, ,...,Cf'2r c'..D~"-f P:.c:.S):<: . MATERIAL QESCRIPTiON INSPECTION CHECKLIST . -Rinf.: Elebar d~l'.S -t:»t..bDll'l,o ..:::!:-Plan & Specs -. _ Rinf.: W.WF ~ Clearances __ Rinf.: Tendons .>.-Positions: _}.::_ Cone.: Mix #/psi ? z:z .. :~ ({)OiJ __ 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 D Sl>tt&rF-cc;&n:o.,..._,s:: 0 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported'work, unless otherwise noted, substantially complies With approved plans, specifications and applicable sections of the building codes. This repo_rt covers the IOCE!tions of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR SIGNATURE--"C......,;L..-.J-_+-,~=:s2..,_ PSI-B-900-170(2) CERT. NO. c;t:zf?ofst-B~ DATE {P,~/f .. 2,; Page_1_of_ INSPECTION REPORT- CLIENT Loo LAr../D DATE frl e~ 9S Architect~'-'-'-'==--------'--'--,-,---------- Engineer mALJ7A.,/ INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders _OSA __ Cement --__ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical , __ Masonry Prisms __ Roofing __ Masonry Block -- 2!:...Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --- __ struct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving __ Rein!. Steel --__ Fireproofing __ Steel -- __ Waterproofing ___ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician ____ Other -- __ Batch Plant ___ Other __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) k&bo ltt&i> .(Address) 6(,µ,sMn C4 REPORT NO. 9S"'i'.-70:?-<?~ Building Permit Nb. -~-""~~·r-"'O'-Li-"'"?."""''--------,------- Plan File NO,--------,----,------'-----,, Govt. Contract No.-~-.,.----'--'-------- OSA or OSHPD #"---~-----~------ Other ~{(LI(... 4zcl?T (;QY/?CS>e · MATERIAL DESCRIPTION INSPECTION CHEQKLIST .k. Rinf.: RebarA-bl:2: (!_-e: 'f'C:,~@ .!:5C.. Plan & Specs _-__ Rinf.: W.W.F. ~ Cleara'nces - __ Rinf.: Tendons -_ > Positions __ Cone.: Mix #/psi ..d!...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 k_ Other lh.."P ~i.J.&t!. ~ z~~ _ Corrective action required ___ /.HIJ.7'1 t{y l'•,t..0 , _ ·corrections completed '! Zlflii Buz-.111.,1,u,Nb w r-fST -<!a1:-M Pt BX -<b:!11) <uv r:._'44-/JIT a.tt:-.1,e '-"4«"-f"S -am?-i m" I. 011:r _ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially. complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not consti!ute engineering-opin- ion or project control. - CERT. NO. e,Beo7J!JI'· Be INSPECTOR SIGNATURE ..k~L..L~-L.J==:::::::._ _ _,,__ DATE 1::,-IB--q.:; PSl·B-900-170(2) . Page_1_of_ INSPECTION Rl;PORT CLIENT L.4aeo lAA::::Z> (Address) 4-ktsMiJ t!.d., DATE b-17-f,? REPORT NO. o,s2-2'22.:'2"2.... Architect l:J:.01c Building Permit No. f£!.-Oi:Z.~ Plan File No. Engineer hf#t2-T1& Govt. Contract No. OSA or OSHPD # Contractor. ~61£.NA.L-1>~ "'B ~am ci~S. Other il.~&z.lJ.,!.1 A,/'2 tJ~r. 6-7 ad.~<-c-!2! INSPECTION MAT'L SAMPLING QTY MATERIAL DESCR.IPTI0N INSPECTION CHECKLIST __ OSHPD _, _ Concrete Cylinders --~ Rinf.: Rebar~t.'fi.-(;l&,od_Ya ~ Plan & Specs _OSA __ Cement --__ Rinf.: W.W.F. ~ Cl~aranqes '><' Specialty ___ Mortar Samples __ Rinf.: Tendons "" Positions ' -·-! __ Mechanical __ Grout Samples -·-Cone.: Mix #/psi >._ . --__ Sizes .. __ Electrical __ Masonry Prisms ----. Cone.: Mix #/psi ·.k_Laps __ Roofing __ Masonry Block --__ Cone.: Mix #/psi _ Fu_ture Continuity #/psi __ Concrete __ . Fireproofing __ . Grout: Mix #/psi -. _ Consolidation l --l ' __ Masonry __ Units (block or brick) --__ Mortar: Type/psi _ Mortar Batching ' __ Struct Steel : __ Asphalt Concrete -·-__ Units: Block -. Electrode Storage I I __ Prestress Cone --. Roofing --__ Units: Brick -.. _ Torque Applied __ Pile Driving __ Re inf. Steel -·--__ Steel j __ Fireproofing __ Steel _H.$. Bolts I -·-i __ Waterproofing . __ H.S. Bolts --. Metal Decking ' __ Non-Destructive __ Tendon (PT Strands) __ Electrodes ' -·- __ Soils Technician __ Other ----. Fireproofing __ .Batch Plant __ Other _·_Other __ 'Corrective action required __ . _ __ Bolt Pull-Out __ Other _ Corrections·completed ' -- REMARKS 1.us;:>1;;7,.?7oµ P /f!..O ,n l>f;CD -Fo& 'i?;q: cc rl¾<Dn<'rna: 0~ ;€.,~'"7,,YFQY.U.-NV6 s: WJ'z'3.-. 14{ Z?tS: tlffZ-;,ntNt.,, I& 6 W§!S, 4acMeL4Dc :i'-_d4 ??& <2,,e..d-4 (£: AA/D s~ w d<--L-$ (l,.¢-1 2> L ,,c.,(;(S -(; rz:, //-: L. TO ~ . ii!.67A./rQ~;'-'"" . ST?f1fi3.., Wd$ (!,# &tK...cS"}C> @,t.. Pa-a,>:::,f;l?'L Bt'ft:2-: :St'l6 . {;;£-MA<;:,. i .,g/> S:i?s-1 C· <£5;1 tLt( S"fl'14,,A;n,,,c <-.5 .,, rl:,.,v z:, c)i,/<;{):2,.. "4-µ..... Pt,.,,HC<C·OU ,P<rl-'2< < Olt-J>c~(... -rO zr.tcC paq,.!(./'bC . I> S--ri &::S s-ff ,-:l7;;,-7'" s .s Z...:SQ --¾.r SQ~ t.v/.:d3 (£. IB "'c,<.c... c"2 I SS(Q -~n,..-.<4 .cf 5"id-Z>_z:z,.-I. oe.von..1..:.... :e~ ;; ZLA~ """"' )>1 =--=~~==-==-=-=-=~ . CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, ·specifications and applicable sections of the building codes. This report covers. the locations of th~ work inspected 9nly and does not constitute engineering opin- ion or project control. · INSPECTOR NAME= :::Vffi'.l..1:51,L . ? ~:n.nt...c..a.-') CERT. NO. e,z.e,oq s,-22g (Prln! Clearly) INSPECTOR SIGNATURE v.-Ax~~ ... DATE f?-17-~ 5 PSl·B-900-170(2) .. . " ~ ·1 Enwronmenim I Geotechn{cal Pagelof~ • Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT----'/_:;...__;e;.....1-r--o __ __,__ DATE-& __ -_/q~--9~?---,--- Architect _ __,fic....+-___,,Q __ L-=---a.---,-------- Engineer--.L.f(},_,__._,~:..:..:..::::, L..!.t~~'-,, .,,_9..._-=-~--<-J~=,=d"f-,<....::~-=---,--- Contractor. __ J:$.....,_ __ }3----c::;;.,..,......,,C ______ ~--'--,-- INSPECTION MA T'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA ___ Cement. __ Specialty __ Mortar Samples _,_ __ Mechanical __ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block __ concrete _. _ Fireproofing --__ Masonry __ Units (block orbrick) ,,,,,. Struct Steel __ Asphalt·Concrete -- __ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel --__ waterproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --- __ $oils Technician . __ Other --__ Batch Plant . __ Other __ Bolt Pull-Out __ Other, PROJEC:f (Name) __ ,. ...... L;...;..,.=~7+-'a __ · ~/4-n~d~' . ___ ·,.;...;_· _ (Address)_.,..........,.... ___ .;..._--'-::..---L~ B tt'2) a: REPORT N0. ____ · ...... 2.__· tt).;;....•-=2..--=o ..... z-. ____ ,. _7/1}"-"' ...... , _ Building Permit No·-------.--------- Plan File No·--------------------- Govt. Contract No .. ---,----------------,---,----.---- OSA or~HPD 4t_ ' , n--~ Other J58:,tJJ 6J I ;G... -fu.il_ {¢W<?£; MATERIAL DESCRIPTION · ~SP~CTION CHECKLIST _. _ Rinf.: Rebar _ Plan & Specs , . _ Rinf.: W.W.F. -_ Clearances -, _ Rinf.: Tendons _ Positions- _ Cone.: Mix #/psi ~Sizes _ Cone.: Mix #/psi -•_Laps _ Cone.: Mix #/psi _,_ Future Continuity #/psi _ Grout: Mix #/psi _. Consolidation _ Mortar; Type/psi __ Mortar Batching _ Units: 131ock _, _ Electrode Storage _ Units: Brick _ Torque Applied -' Steel l'/:('['A1 /4g;jtJ-7]. ,_ H.S. ·Bolts _ Metal Decki6 ...L. Electrodes : i.P.l!;t:. £.ii~> _ Fireproofing · .wC... Other *im '!/:..14z _ Corrective action required __ _ Corrections completed REMARKS · , J /\ f £. If 1/:su.rtt.fla !"Sf>..,;:-ld -tic. -d/,."'t wcld1~ ,,-£ tl.e __ ll~ CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INS~ECTOR NAMF :i)-~~ 2"' INSPECTORSIGNATUR;J)°=f_..G, #~ PSI-B-900-170(2) , ~ CERT. NO. _'1'.~,c'3 DATE __ ~{o:!IC,.,_ ... ..:..1 q_.:....:-~~...:..-=....__.___ ____ _ Page_1_of_ INSPECTION REPORT CLIENT L--Qbo <-Atvi'> Architect---'-tfo~.c.J<:...=----~---------- Contractor. 61;-'1-i-,-vA a i> 5 -INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement --:>< Specialty __ Mortar Samples --__ Mechanical ___ Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block ~ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete --- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. Steel --__ Fireproofing __ Steel --__ Waterproofing __ H,S. Bolts --__ Non-Destructive , ___ Tendon (PT Strands) --__ Soils Technician __ Other ---- --. Batch Plant ___ Other __ Bolt Pull-Out __ Other -- REMARKS .PROJECT (Name) LVC;;,o Yc--i:>. (Address) /!;fusMt''> (}I. REPORT NO. _ QS'i·2P?-,c27.... Building Permit No. _9L-e=-=-~-"-o_,_ci'-'--.1<J_.___ ____________ _ Plan File No.--,----'------------,-------------- Govt. Contract No. -------------,----,---\-'--------'--- OSA or OSHPD #--:---'------'-------- Other 3¢l7kM.Nvuv0 MATERIAL DESCRIPTION INSPECTION CHECKLIST x--Rinf.: Rebar Lit-,.:;-t:.2.. t...al~ ~">< Plan & Specs _ __ Rinf._: W.W.F. -. ~ Clearances __ RJnf.: Tendons · ~ Position~ ' - __ Cone.: Mix #/psi ~ Sizes - ___ Cone.: Mix #/psi -_Laps __ . Cone.: Mix #/psi _ Future Continuity #/ps; __ Grout: Mix #/psi _ Consolidation __ Mortar: Type/psi _. Mortar Batching __ Units: Block __ Electrode Storage ___ Units: Brick _ Torque Applied ___ Steel _ H.S. Bolts __ Metal Decking __ Electrodes --l ___ Fireproofing ! __ at.her __ Corrective action req4ired __ i _ Corrections completed ! -t " 5UI t,.p,,.,_, fu 70 g Lt-2 0 0 "= ------------------CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work. unless otherwise notecl, substantially=compJies with approved plans, . specifications and applicable sections of the .building codes. This report covers the-locations of the workinspected only and-does not constitute engineering opin- ion or project control. INSPECTOR NAMF ~ --p V €IJ-O'.l-20:>:J CERT. NO. _ 0§3?;09 fi\-$'5 (Print Clearly) \ INSPECTORSIGNATUR~ ... A :? .V, )>s=,. PSl·B-900-170(2) ~ ·1 Environmental a, I .Geotechntcal •-• Construct,on · Page_1_of_ Consulting • Engineering • Testing INSPECTION REPORT CLIENT Leho L-A ,vp PROJECT (Name) Lo"'"l::>o '-""I"\..,,''~ (Address) fM.u...c-, t!,.A::Y c..4, REPORT NO. QS"'I •-, O""-C~ Architect---""-"'=------------------Building Permit No. _.5,...e,...-_o"'-'~-'-1_C\,__,. _______ ___,. ___ Engineer n, /'912--D µ Contractor. n ;;m..../'YA4 ~ ";;> INSPECTION MAT'L SAMPLING _.QSHPD __ Concrete Cylinders _OSA _-_Cement ~Specialty _._. Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms __ Roofing __ Masonry Block _?!:_Concrete ____ Fireproofing __ Masonry __ Units (block or brick) __ Struct Steel __ Asphalt Concrete __ Prestress Cone ___ Roofing __ Pile Driving __ Reinf. Steel __ Fireproofing __ Steel __ Waterproofing __ H.S. Bolts __ Non-Destructive · ___ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other . __ Bolt Pull-Out ____ Other REMARKS S?Cfi"C.d AL QTY --· -- -- -- -- -- ---- -- -- --· -- -- -- -- Plan File No.-------'--,.----'"---------- Govt. Contract No."'".--------"--------- OSA or OSHPD #----,-----------,-- MATERIAL, DESGRIPTION INSPECTiON CHECKLIST ·--Rinf.: Rebar · _l5.... Plan & Specs -. _ Rinf.: W.W.F. _ Clearances ___ .Rinf.: Tendons _ Positions __ Cone.: Mix #/psi. _Sizes __ Cone.: Mix #/psi ___ Laps __ Cone.: Mix #/psi . Future Continuity #/psi __ Grout: Mix #/psi _ Consolidation __ Mort~r: Type/psi _ Mortar Batching __ Units: Block _ Electrode Storage __ Units: Brick __ .. _Torque Applied __ Steel __ H.S. Bolts __ Metal Decking ___ Electrodes ___ Fireproofing ~ Other t:l~b ~ot&.:H.!". ti.i>CJ!.' Corrective action required __ . l::! l\-T\ lil'. )~Q _. _ Corrections completed Y';,_ fil.::, 1 N JV 1 ,u l,;, 7/. ,, ,,. ~: r~ 1::>, A . , . ~le ,.; NC.ttoB;-B-01-rs • 0 c> CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of'the reported work, unless otherwise noted, substantially complies with approved plans, .specifications and applicable sections of the building codes. This report covers the locations-of the-work inspected only and does not con~titute engineering opin- ion or project control. INSPECTOR NAME"J:)~e,c:_ ? 1:>.c:fTl:rn-.-c:..;:, rY Wrt•~ INSPECTOR SIGNATURE ?J.::?s:: ) - PSI-B-900-170(2) , /osi/4nJ;:::Z:t:: Page_1_of_._ Engineering • Consulting • Testim, INSPECTION REPQRT CLIENTS?:>C:.-<t..~~~S> 9-,1R..,0:> DATE b-;J..L\-~ 'c) Architect _____________ -'----,-------------- Engineer--------,--------'-------'------ Contractor. ____ ____,.------,--------'-------- INSPECTION MAT'LSAMPLING QTY __ OSHPD -2{__ concrete Cylinders ~ _OSA · ___ Cement -- _specialty _ Mortar Samples --· _Mechanical _ Grout Samples -- _Electrical __ Masonry Prisms _Roofing __ Masonry Block --...2(.. Concrete · __ . Fireproofing _Masonry .-Units (block or brick) _struct Steel _Asphalt Concrete -- _Prestress Cone _Roofing -- _Pile Driving _ Reinf. Steel -- _ Fireproofing __ · _Steel -- _waterproofing __ H;S. Bolts -- _ Non-Destructive , ___ Tendon (PT Strands) -- _Soils Technician _-_Other -- _ Batch Plant __ Other -, -- _ Bolt Pull-Out __ . Other -- REMARKS ~0 C='iLbd. ctn::.C..\!--!rft:. PROJECT (Name.)L(;,90Ls---~d,3'bs"'"-?~t: (Address) C.~f"~ .. Ls½~ C-,... . , . ) REPORT NO. _b$ 9 • "] D'd.,<~Y~- Building Permit-No. D\ _____ B...__~ """'e>_9.._1,_~.....,_ __________ _ Plan File No,-'-------------,,--------,.'----- Govt. Contract No.--,---------------'--------- CSA or OSHPD #------,-----,-------'----'- Other __ ---' _________________ _ MATERIAL DESCRIPTION ·INSPECTION CHECKLIST _ Rinf.: Rebar · _ Plan & Specs _ Rinf.: W.W.F .. _ Clearances _ Binf.: Tendons _ Positions --2$.. Cone.: Mix ~ b';:).";), _Sizes ~ Conc.:~#/ps(~4o o __ Laps ·_ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix· #/psi _ Consolidation _ Mortar: Type/psi ·_ Mortar B~tchinn ___ Units: Block ._ _ Electrode Storage _ Units: Brick . _. __ Torque Applied _Steel .. , _H.S.Bolts _. Metal becking _ Electrodes . . I _ Fireproofing I _Other _ CorrectivE! action required __ . _, _ Corrections completed , I ON -912..,~. QL~,;t.~~w 'by ";)._?, vv-.4,'T{;.a.. fv-~ JC.0)..l$l>L,~f\'} 6"'-J b'j hl~r-:.1& ~c .\.)\\.:,-e-,.,Q_@-'D<1-~ ~~~~x. \5 c,;-v...,,J.s "'-'C;;!Lb-\?LKt;~-; l'i\~dt DNE f>~l e f Feil.-\ll.... CERTIFICATION OF COMPLIANCE: To-the best of-our knqwledge, all of the reported-work, unless otherwise noted; $Ubstantially-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 c;onstitute engineering opin- ion or project control. · INSPECTOR NAME~ L-s,, .. ;,:.,)J 'f.., ~ "'S~ (Print Clearly) INSPECTOR SIGNATURE~~i' ~ PSI-B-900-170(2) CERT.NO.~·------,------'-------'------'-- t;,:;silf:t;::::/f: Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT~Gaii_N~~ S:>~ .. DATE Ca-d-.y -0\ €, Architect ________ __,,~-------'---------'- "~ .·--;;•·. Engineer __________________________ "-,-__ ....,..._ Contractor. ____________________ _ INSPECTION MA T'L SAMPLING QTY _QSHPD x_ Concrete Cylinders $.- _OSA __ Cement --__ Specialty __ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical ___ Masonry Prisms --__ Roofing -__ Masonry Block --~ Concrete __ Fireproofing --__ Masonry __ Units (block or brick) --__ Struct Steel __ Asphalt Concrete --·-__ Prestress Cone __ Roofing -- __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands} -- __ Soils Technician , __ Other --·- __ Batch Plant __ _ Other -- __ Bolt Pull~Out __ Other REMARKS PROJECT (Name hf:.'?\ cLr;-.w d \~ ~ b _ ~~IL (Address);:..1-st,.L5bc;,:l. C~ . J REPORT No.05-i. J O~t)~ Building Permit No5..1.. •.:::i~_-.=O:.._".\~'d.3:::,,---------- Plan File No. _______________ _ Govt. Contract No.----------'--'-------'- OSAor OSHPD #------------- Other ______ -e---------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ _ Rinf.: Rebar _ Plan & Specs _.. Rinf.: W.W.F. _ Clearances. _ Ri11f.: Tendons _ Positions ~ Cone.: Mix~ 5 #-"). _Sizes i Cone.: ~#fp!!i ?:-002) _._ Laps _ Cone.: Mix #/psi _ Future ContintJity #/psi _ Grout: Mix #/psi ___ Consolidatio _ Mortar: Type/psi _. Mortar Batching --Units: Block _ Electrode Storage . _ Uni.ts: Brick _ Torque Applied ___ Steel . _ H.S. Bolts . _ Metal Decking _ Electrodes · __ Fireproofing _Other _ Corrective action required ___ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best·of our knowledge, all of the reported·work, unless otherwise noted, substantially complies-with approved plans, · specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAMe: ~~ ~ t \L.obl :$"rt._. CERT. NO. _____________________ _ (Print Clearly) INSPECTOR SIGNATURi=~ S-~ DATE (o-":l., '--\ -°\_ ~ PSl-8-900-170(2) Page_1_oL.L INSPECTION REPORT cuENr_L:;...;;._.t::_7 ___ 0 __ ~_ DATE ____ {g_'~·.2--'~=---5 ..... <2_· __ PROJECT (Name)_..c:L=~::;__7~0~-""""/1r ..... -.c...n ..... d __ . __ (Address) _________ _ Oltf>ls-av=,-o, C, Architect __ ...,;d,_-...c--...... O.--'-'C=-------'---- REPORT N0. __ '7~6 ..... :Z..o:.:::C:::..,,2.--=---&-''Z.J,~/- Building Permit No. -'-----9..:......:'tS=·--..... e'--9~.Z.,__3JL-----'"--- Engineer_..._(}1~M~-Ji~,~-·-_f:....__,__ ...,_fYL_......h-K...~t~/~0ec..__ __ _ ·p1an File No . ..;..----------------,-- Govt. Contract No. ___ ---'--,---------'-----,--- Contractor. ___ }3_,,...'-}3_.....'-'--.;::C,_::::·:;.._ _________ _ OSA or OSHPD #-----'---,---Jt----,7""1----,--1----- Other_--1,~"'T~!..LLLL..:T-__._...a-...;,....:J'--~o.L.L.J.~.....,,-=-- INSPECTION _OSHPD _OSA __ Specialty __ Mechanical · __ Electrical __ Roofing __ Concrete __ Masonry /struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING __ Concrete Cylinders __ Cement __ Mortar Samples __ Grout Samples ___ Masonry Prisms __ Masonry-Block __ Fireproofing __ Units (block or brick) __ Asphalt Concrete -:-Roofing __ Reinf. Steel __ Steel __ H.S. Bolts . ___ Tendon (PT Strands) · __ Other __ Other ____ _ __ Other __ ---'--'----'--- QTY . MATERIAL DESCRIPTION INSPECTION CHECKLIST _. ____ Rinf.: Rebar _____ ~· ,./ Plan & Specs _______ _ ___ Rinf.: W.W.F. __ -Clearances .... _ __,...-'---~ ___ Rinf.: Tendons . _ Positions-------- --. _ Cone.: Mix #/psi ~Sizes'---~ ....... ---- --~-__ Cone.: Mix #/psi _ Laps-_______ _ ___ Cone.: Mix #/psi _ Future Continuity #/psi __ _ _.____ __ Grout: Mix #/psi _ Consolidation _____ _ ___ . Mortar: Type/psi' _ Mortar Batching ____ _ · _______ Units: Block ___0Iectrode Storage ____ _ ___ Units: Brick ______ -=-__ Torque Applied ____ _ __ ~Steel Mrm A S"OD 13 ___ ·_ H.S. Bolts ... ·....c...c......----- -·--___ Metal Decking=!.-=--'------.----'""7-T __ ~Electrodes-""'"....u~..Q._-.!e~r-gi ______ Fireproofing . - __ . .¥ Other fi5z,;,,:, J4s;:3 ,.. B _ Corrective action required __ _ --~-------_ Corrections completed __ _ CERTIFICATION OF COMPLIANCE: To the best of our t<nowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the.building codes. This report covers the locations of the work inspected only and does not constitute engineering opin· ion or project control. INSPECTOR NAMF b ~~ (Print Clearly)· INSPECTOR SIGNATUR~$ 41/- psI-s-soo-170(2> _ :-l?No._S<i..L:!L,7--«..,:;0...,.3L--,,.,-$__,,,,,_D....._:#-__,E=S=-...,./ ___ _ . 7 . . DATE_~l,6'.-'--· =z_~5"_---ij!--3'ft--~-------------~ t Page_1_of_l_ INSPECTION REPORT PROJECT (Name)_, -,,./4-=c:::;,,=-· ~· F'--"0""'"'&.....,. fl-tA..'"'""-__ --· ______ d=-· _·---.-CLIENT __ L~~-,-0_· --- DATE-· _&=---._).'"'-'{p ___ -__.C,'-1'18,. __ (Address) ?7? . . , ~ ~p ~[) a . Architect __ fi_,__O-=-..... J(__-=-----__.,...------- Engineer__,_d/-"-"-1+-1......,'.:".>r.=-;J;:......,· ..0c-..·e...-_ __._.f:__.J11/L....L..+· ..c...HiJ;.-=..&..:::.;J::_~ __ Contractor. __ =3_,,_.'. "---'-'73=· :;.......;,,c~· ,.____-'-------'----~ REPORT No. __ --=7,;.....;·0aa.....=~"""'"o_Zc_-____ .7._'3_2_"""---- Building Permit No.----'---· ..... $=· ........,O=· -f...f--=2,c....3',._.· ___ · _______ _ Plan File NO,--'------~-----~---- Govt. Contract No.-----'--------------------- OSA or OSHPD # . · Other $~71na,1~, ~-£1'tSf ('~pk.; INSPECTION _OSHPD _OSA _specialty _Mechanical _ Electrical _Roofing __ Concrete -}'lasonry __;iL'struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _Waterproofing _Non-Destructive _$oils Technician _ Batch Plant __ Bolt Pull-Out MAT'L SAMPLING __ _ Concrete Cylinders _Cement _ Mortar Samples ___ Grout Samples _ Masonry Prisms __ Masonry Block _ Fireproofing _ Units (block or brick) _ Asphalt Concrete _Roofing _ Reinf. Steel _Steel . _ H.S. Bolts __ Tender\ (PT Strands) -. Other _ Other ____ _ _._.Other ___ ~ _ MATERIAL DESCRiPTION INSPECTION CHECKUST _ · 1 ___ . _ Rinf.: Rebar------'-,------'plan & Specs . . /1 . ;?--i ___ . _Rinf.:W.W.F.~-----~ _Clearances ________ _ QTY __ __ _ __ Rinf.: Tendons ______ V"" Positions _________ -'-_ ____ Cone.: Mix #/psi .,,/ Sizes.· ! ____ Cone:: Mix #/psi _ Laps j ____ Cone.: Mix #/psi..,. ________ 'Future Continuity #/psi._· __ _ -t ____ . Grout: Mix #/psi _ Consolidation. ______ 1 ____ Mortar: Type/psi . _ Mortar Batching ____ _ ____ Units: Block . ,,/ Electrode Storage ___ ---'- ! ____ Units: Brick _ Torque Applied _______ _ --· v"steel l'f:,T~ B:$Z!Z> a I ____ H.S. Bolts_________ -------------' ____ Metal Decking . - ...01ectrodes F101<~-&ar --'----------; j ---------- ____ Fireproofing..,....----,--,----.. ___ ..,,,,, Other M'.TM l4S:3 -• Corrective action required_. _ ------------_ Corrections completed ' ---------'-----------------''-------------------~-------,-,-----,,½',, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building-codes. This report covers the1 locations of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ~~~~~ 2 wd'" D INSPi::CTOR SIGNATUR~--~ PSl·B-900-170(2) . . DATE.,...._.,,...,._.__s.ot,~--=z_=t,---....,,n-.f-SJ-.,....·----,--- · t "";;;;1 IrifoTf;Ultion ~~• ®To Build On Engineering • Consulting • Testing ~ REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES-INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 Jun_e 16, 1998 PROJECT: LEGOLAND THEME PARK CAR;LSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-683 " . ' . LOCATIONOFPLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE LINE G-5.5 PERMIT #'98-0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY · June 09, 1998 10:00 am 4 68 74 June 10, 1998 PSI\DEREK PETERSON NELSON & S;LOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE .ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER . CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE .DATE-OF NUMBER OR SET NO. (DAYS) TEST 17175 A 3 06/12/98 17175 B 28 07/07/98 17175 C 28 07/07/98 17175 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs represenlative. LOAD DIAMETER (LBS.)· 61000 90000 . 88000 Cylinders picked up by PSI X representative. (IN.) 6.QO 6.00 6.00 Cylinders delivered.to PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2160 Cone 28.27 3180 Cone ·28.27 3110 Cone 2500 Test results comply with applicable X specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASrM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND ( 4) , BERNARD BROTHERS, iI. 0. K. , CITY OF CARLSBAD fl¾ ~ii THESE TEST RESULTS APPL V ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF tHE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY·PROFESSIONAL SE~VICE IN_DUSTRIES, INC. PSI A-200-<I (4)F DAVID DISTRI Professional Service Industries, Inc. • 6867 Nancy Ridge -Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l .,..;-;/ Information I!!..:,• ®ToBuild-On Engineering • Ccmsulting • Testing . "' REPORT OF "CONCRETE COMPRESSION TEST TESTED FOR: MR. DAV~D CATTLE LEGOLAND ESTATES. INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT; -LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 16, 1998 REVISION #1 OUR REPORT NO.: 0.59-70202-682 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE LINE K-5 PERMI'.J:' # 98-0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 09, 1998 11:30 am 3 1/2 69 72 June 10, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 522 NOTE· APPLICABLE ASTM STANDAB.0.S.UNL~RIM.S.EJND~.l.llMP· CU3-9Da· AIR CONTENT· C231'91b· IEMPEMRE· C!0S§:86(931· CAPPING· C1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17176 A 3 17176 B 28 17176 C 28 17176 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 06/12/98 48000 6.00 07/07/98 79000 6.00 07/07/98 80000 -6. 00' CYLINDER COMPRESSIVE. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 1700 Cone 28.27 2790 Cone 28.27 2830 Cone 2500 REMARKS; X Cylinders made by PSI representative. Cylinders picked·up by'PSI X represenlative. Test results comply with applicable X specifications. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI labofi!tory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPL V ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200--4 (~)F Respectfully submitted, 5;::;/0:· '·~~ DAVID J. ~: RCE 1 DISTRICT MANAGER Professional Service Industries, Inc. • 6867 ·Nancy Ridge -Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ~-, •1 Environmental · · o• Geotechnical .,., .. •-.. Construction Page_1_of ..2:. · Consulting • Engineeri11g • Testing INSPECTION REPORT CLIENT __ &--=-.....,7f-'C)...__ ___ _ DATE _____ G:,;;.,_--=Lc+-9--....... W~.------- Architect ___ //_..,.Q"--'?:=------~--'----- Engineer_~rrz--~....,..--t-t___,_.~-r-...,_(}1,"---'--"_,,_Jf£__..__--t ........ · )._· __ _ Contractor. __ ---=b"-"'-.... 6'""'--"C_..:;;. _________ _ INSPECTION MAT'L SAMPLING QTY _OSHPD _. Concrete Cylinders --_OSA _Cement -- _Specialty __ Mortar Samples -- _Mechanical _ Grout Samples -- _Electrical -. _. Masonry Prisms _Roofing ___ Masonry Block -- _Concrete -. _ Fireproofing -- _Masonry _ Units (block or brick) -- __jCStruct Steel _ Asphalt Concrete _-Prestress Cone _Roofing -- _Pile Driving _Reinf. Steer -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts --· _ Non-Destructive _Tendon (Pt Strands) _Soils Technician _Other -- _ Batch Plant _ -Other __ Bolt Pull-Out _Other -·- PROJECT (Name) L~7of1t11d · (Address>----,------- C~ *,~ ~ REPORTNO. . L~ o;_ -0 Building Permit No. 1 $' 0 qz_ 3 Plan File NO,-----,,----~-------~ Govt. Contract No:--,-------------- OSA or OSHPD # .-. -· · ~ Other iJc:.71'1&1;,_7 ti/11, / ~fk..>4 MATERIAL DESCRIPTION INSPECTION CHECKLIST -. Rinf.: Rebar . /p1an &. Specs -. __ Rinf.:W.W.F. _ Clearances ·_ Rinf.: Tendons _ Positions -.. _ Cone.: Mix #/psi . ~Sizes. _. Cone:: Mix #/psi . ·_Laps _ _ Cone.: Mix #/psi _ .Future Continuity #/psi _. Grout: Mix #/psi _ Consolidation -: Mortar: Type/psi . __ Mortar Batching _ Units: !3lock _ Electrode Storage _ Units: Brick _ Toique Applied V Steel /'tfl.1:1!1.. ,4:5?@ "E. _ H.S. Bolts .. _ Metal Decking . . I. v Electrodes i7''Jo)t'J?-<:.,.,_,, _ Fireproofing . . ;o:;~t~ __ Corrective action required_. __ _ Corrections completed REMARKS . J;5~ab.J m'ij~e£d .tie Wck/~J of: fi~ 4/h.1,,~5 a clutmdz/L colum,z 5'lllree.. 5e.chm /1 ~ z in · 1en1tl--. Ue. 5JJ>itee sc::J;,,., ~{;; Wed lo· & ~ 6-1 &i!wru1 · CERTIFICATION OF COMPLIANCE: To the best of our knowledge, ail of the reported work, unless qtherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This r~po_rt covers the locations ofthe work inspected only and does.not constitute engineering opin- ion or project control. INSPECTOR NAME }) ~ "i?~~ ~ taearly)/ INSPECTORSIGNATUR~~~ Q PSI-B-900·170(2) 0 ::ta.e . ~ -=I . CERT. NO. ~ S' 70 3 J 2P -3$7 . DATE__.---'---_G,_-~Z.,---q,_-_7-=-~=---~-----'-- .. , l •J _Professional Service Industries, Inc. • . American Engineering Division INSPECTION REPORT Project Name (per plans)---=Lc~-t~0'--'~-",4-_._..c.../l_.__d__,_·-----'-----''----------'---'---'---------,----,,---~-- Inspector's Name____JL-:.,~~"1-l-.Jo..-"~..>C:~-----~-- Ps1 B-900-171 -~ ·1 Environmental @Sf Geotechn~cal Page..LofJ_. ~ Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT __ J.-~t':-j.,...D---~--'---'- DATE _ __..k~,-~~Q....._-_/-=~'-------,- Architect _ __,_H _____ Q'---C'-=----------'---- Engineer _ _,,"'""/&/4-<-+--rl-C....__.__J;..__,-v=· '_..q,_;r;i"""-+-..... ~----'-'-"",<1..,.·, __ _.__ Contractor. ___ 23.:..:_...e.c..· 3 ... -=--'c"""""-------,---""'--,--.....,..- INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete-Cylinders. -- _OSA ___ Cement -- __ specialty __ Mortar Samples -- __ Mechanical __ : Grout Samples --__ Electrical __ Masonry Prisms --__ Roofing ___ Masonry Block --__ concrete ___ FirElproofing ---- __ Masonry __ Units (block or brick) -- ./ Struct Steel __ _ Asphalt Concrete -- __ Prestress Cone __ Roofing -- _. _Pile Driving ___ Reinf. Ste.el --- __ Fireproofing ___ Steel -- __ Waterproofing __ H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) -- __ soils Technician __ Other -- __ Batch Plant __ Other __ Bolt Pull-Out ___ Other -- PROJECT ~Name)_--+_k..c;;:;.,+1=(!)..J..·b~~L.!..:lo-=----- (Address)_------,,..._.-- (;kl½Bffl-) 71. REPORT NO. _ ___.___7,<-='6~2-0;..;..>,L--___ _ Building, Permit No. ______ ,.......,._</""'" .. -'O~j__.2_3'---..,__ __ _ Plan File NO,-------------'----- Govt. Contract No.-~---...,,....,,--~-------~~:,0' 0~;~MM~ / -Fw<.J c;lex · . MATERIAL DESCRIPTION , _JNSPECTION CHECKLIST _ Rinf:: Rebar Plan & Speqs · -.. _ ___ Rinf.: W.W.F. . _ Clearances l _ Rinf.: Tendons -. i/' Positions _ Cone.: Mix #/psi LSizes ___ Cone.:_ Mix #/psi _!,.aps ' _ Cone.: Mix #/psi _ Future Continuity #/psi __ _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi -_ Mortar Batching _ Units: Block ./ Electrode Storage-_ __ _ Uhits: Brick _ Torque Applied ...L.. Steel d<Twi ,,(Sbo ~ __ _ H.S. Bolts ~ _ Metal Decking - ./ Electrodes C .. ,,., .& I~' j.f _ Firepro9fing _ I #~s.-13 ../other &rm _. Corrective action required __ _ Corrections completed :BEJ:h:n d-o ?l<;::tro A-9-::B (3vi dcA:M.cJ;,i? coc,u-mn.~ e. f ;~e,s LTo 1-1:J I t.ac fd. c ~J , a-,r-ec7 i?c: $$ • CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does riot constitute engineering-opin- ion or project control. - INSPECTOR NAME ~Po-:--2~ Q r INSPECTOR SIGNATUR~Q .C---< 0 PSI-B-900-170(2) 25 DATE ___ ____.(e~-:-_3~0;;;.._-....c.7......,,?.___ _____ --'- .i Page_1_of_ INSPECTION R~PORT CLIENT l.m20 LA,vi:;> DATE __ J~--'1.._-_~~·~S~---'----,- Architect_=->......,---------------------'----- Engineer . <Y\ A;(2....n.t;i INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- __ OSA __ Cement -- ~Specialty ___ Mortar Samples --__ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms --__ Roofing __ Masonry Block -- _'.)(_concrete __ Fireproofing __ Masonry _._. Units (block or brick) -- __ struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing -·-·-· __ Pile Driving __ Reinf. Steel -- __ Fireproofing __ Steel -- __ Waterproofing _·_ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other -- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other REMARKS PROJECT (Name) . ~<:f.1:2 c. l ~ (Addres$) (!,,A 0,,.l ~AC CA. REPORT NO. C.2'hi-:t ·:Z cu:ri., Buildin9 Permit No. _5..1.· .e .... -........ a .... s .... :i. .... 3_._,· ,----------- Plan File No,--,---------------,------ Govt. Contract No. _______________ _ OSA or OSHPD #--------------'-------- Other '13~ 1 hlN , CY<,.;, M"")Q,c._;:r: c,.p..-.A.§> L cy MATERIAL DESCRIPTION INSPECTION CHECKLIST _. ___ Rinf.: Rebar .-2L Plan & Specs ~, .,ll. I~ n·? \ __ Rinf,: W.W.F. -.. _ Clearances __ Rinf.: Tendons _ Positions __ Cone.: Mix #/psi . _Sizes __ Cone.: Mix #/psi _. _ Laps __ .. Cone.: Mix #/psi _ Future Continuity #/psi · __ Grout: Mix #/psi _. , Consolidation __ Mortar: Type/psi _ Mortar Batching __ Units: Block . _ Electrode Storage _._ Units: Brick _ Torque.Applied .. __ Steel __ . H.S. Bolts ., __ Metal Decking .--Electrodes __ Fireproofing . ..:JC. Other 8~!:!:.01'2-. 7=,C.:,\.,"'\ _· _ Oorrective .action required __ \.111...::r\ lt'l'\~Q_ ~Q:?5~ ___ Corrections compieted og..., L l l r:,,, t;;, . A I'::' 3> <,-,-:'? IQ'!,-'I'. f N I:, CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the buiiding codes. Tt)is repo_rt covers the locations of the work.inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME :v,~ ? Xt3"J:B1l.-<z0'9 CERT. NO. o€{cdt$\-$~ (Print Clearly)~ INSPECTOR s1GNATUR~rS:;;) PSI-B-900-170(2) . . ,) l .,,..~"iJ Information ~.,. .To Build On Engineering • Consulting ~ Testing REPORT OF GROUT COMPRE:SSION· TEST . TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 May 26, 1998 RROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059--70202-623 LOCATION OF PLACEMENT 1ST LIFT BEGINNING EAST COMPLEX PERMIT#· 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUTTEMPERATURE,"F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 16979 A 16979 B 16979 C SPECIFICATIONS May 18, 1998 01:00 pm 9 70 68 May 20, 1998 PSI\DAN RAMAGE PALOMAR READY MIX SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE COMPRESSION TEST RESUl,. TS ASTM C109-93 TEST TOTAL CUBE CUBE AGE DATE OF LOAD SIZE AREA (DAYS) TEST (LBS.) (IN.) (SQ.·IN_.) 7 05/25/98 20:100 3.00 X 3.00 9.00 28 06/15/98 24000 3. 0.0 X 3.00 9.00 28 06/15/98 22600 3.00 X 3.bo 9.00 28 PALOMAR READY MIX COMPRESSIVE STRENGTH (PSI) TYPE OF BREAK 2230 Cone 2670 Cone 2510 Cone 2000 REMARKS: X Cubes made by PSI representative. X Cubes picked up by PSI representative. Test results comply with applicable X ,specifications. Cubes made by Architect's or Contracto~s representative. TECHNICIAN: DAN RAMAGE Cubes delivered to PSI laboratory. Test results do not comply with applicable specifications. C NFOR S Respectfully Submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~tk THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT, REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-31 F DISTRICf~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l.., ~·•1 Information ~.:11• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK C,ARLSBAI?, CALIFORNIA CARLSBAD, CA 92008 DATE: June 02, 1998 OUR RE:PORT NO.: 059-70202-649 FIELD DATA: LOCATION OF PLACEMENT THE BEGINNING EAST COPLEX EXTERIOR RADIUS .FOOTINGS PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 22, 1998 12:00 pm 4 71 79 May 25, 1998 PSI\bEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.frRl:,ICK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS.UNL~E8'11(1SE INDICATED· SLUMP· c1_43-90a· AIR CONJ:!lNT· C23J-91 b· TEM~ERATURE· C1064,86(~3)· CAPPING· c1231.93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS} 17033 A 7 17033 B 28 17033 C 28 17033 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.} (IN.} 05/29/98 69000 6.00 06/19/98 85·ooo 6.00 06/19/98 88000 6.00· .. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN-) (PSI) -28.27 2440 28.27 3010 28.27 3110 3-000 NELSON & SLOAN 522 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders.picked up by-PSI X representative. Te~t results comply with ·applicable X specifications. .- Cylinders made by Architect's or Contracto(s representative. _ Cylinders delivered to PSI laboratory. -~-~-- Test·resulls-do not comply with applicable specifications. · TECHNICIAN: ~ -0 ->:~I'<>'''C '"'"i\llo MS DEREK PETERSON .. , .: . ·Respectfully submitted, . cc: LEGOLAND (4), BERNARD BROTHERS, H.O.k., CITY OF CARLSBAD iii};~ p;;;••, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRiTTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DISTRii MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ,..;.'i/ Information tt.~• ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 09, 1998 QUR REPORT NO.: 05·9-70202-663 FIELD DATA: LOCATION OF PLACEMENT BEGINNING WEST COMPLEX FOOTINGS LINE L-8 PERMIT# 98-0926 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 28, 1998 08:00 am 3 1/2 70 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 01, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX.NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 700775 522 NOTE· APPLICABLE ASTM STANDARDS UNLESJLQil:!IIBWJS.E.llitm:ATI:o:.st.!.JMP· C143-9Qa· AIR CONTENT· C231-9jb· TEMPERATURE: C10Bt-86(93)· CAPPING· Cj231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17069 A 7 17069 B 7 17069 C 28 17069 D 60 SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAt CYLINDER DATE OF LOAD DIAMETER TEST (LBS:) . (IN.) 06/04/98 61000 6.00 06/04/98 42000 6.00 06/25/98 78000 6.00 07/27/98 .. . ' CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2160 Cone 28.27 1490 Cone 28.27 2760 Cone 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X represe_ritalive. Test results comply with applicable specifications. Cylinders made by Architect's or Test results do not comply with Contracto(s representative. Cylinders delivered to PSI laboratory. n ,,cab.19.:11pecifJR,ationsN OT' 28-DAY BREAK DOES NOT MEET SPECIFICATION REQU,.~REMENTtS WILL HOLD 1 CYLINDER FOR 60-DAY BREAK CO N F O B 1/j TECHNICIAN: DEREK PETERSON · ' Respect uWy\ubmitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD s::~i Service~/ndustries, Inc. THESE TEST RESULTS APPL y ONL y TO TH'E SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT·WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F DAVID J Y~, RC DIS TRI MANAGER Professional Service Industries, Inc.• 6867 NancyRidge Drive, Suite E • ~an Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ..,~;, Information ~-'• .To Build On Engineering • Consulting • Testing · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: 'June 09, 1998 OUR REPORT NO.: 059-70202-662 . . FIELD DATA: LOCATIONOFPLACEMENT BEGINNING WEST COMPLEX FOOTINGS LINE 2-H DATE Pl.ACED TIME May 28, 1998 01:00 pm SUPPLIER DELIVERY TICKET NO.fTRUCK NO. NELSON & SLOAN 700853 SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN I.AB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 4 75 77 June 01, 1998 PSI\DEREK PETERSON NELSON & SLOAN. . MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE ~!CABLE ASTM STANDARD"'1N!,.ESS OTHERWJSE INPICATED:SLUMP· C1,13-90Jt.!,18 CONTENT· C231-91b· TEMPE~T\JRE··c1oeue1931, CAPPING· C::1231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER CYLINDER COMPRESSIVE AREA STRENGTH 522 NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) (PSI) TYPE OF BREAK 17070 A 7 06/04/98 57000 6.00 28.27 2020 Cone 17070 B 28 06/25/98 70000 6.00 28.27 2480 Cone 17070 C 28 06/25/98 67000 6.00 28.27 2370 Cone 17070 D 60 07/27/98 SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. . Cylinders picked up by PSI X representative. Test results comply with applicable specifications. Cylinders made by Architect's or Test results do not comply with Contracto(s representative. Cylinders delivered to PSI laboratory. r~ ,9,a~e~tions. , • 28-DAY BREAK DOES NOT MEET SPECIFICATION REQU~R'EME~.C..:, NOT WILL HOLD 1 CYLINDER FOR 60-DAY BREAK CON F TECHNICIAN: DEREK PETERSON . ' QJi:ui,imitted, Professional Service Industries, Inc. cc: LEGOLAND ( 4) , BERNARD BROTHERS, .H .·O. K. , CITY OF CARLSBAD 3-U1,. /~. ~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION .BY PROFESSIONAL SERVICE IN.DUSTRIES, INC. PSI A•200-4 (4)F DAVID~f} .,.:R AN, RCE DISTRIC AGER . . Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •.San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l.., ~ •J Information ~.;,,• ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 10, 1998 PROJECT: · LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-673 LOCATION OF PLACEMENT BEGINNING FIRST AID OFFICE BUILDING FOOTINGS PERMIT# 98-0919 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F June 02, J,.998 07:30 am 4 67 CONCRETE TEMPERATURE, °F 73 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 03, 1998 PSI\DEREK PETERSON NELSON & · SLOAN SUPPLIER DELIVERY TICKET NOJrRl.iCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE.AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 701897 522 NOTE· APPLICABLE ASTM STANDARD~..l.lNLESS OTHEB\M.~PICAIED·SLUMP· GHHQ•· AIR coNTENT· C231-91b· TEMPERATURE· c1os~-OB(i3J· CAPPING· C1231-93 . . COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17111 A 7 06/09/98 17111 B 28 06/30/98 17111 C 28 06/30/98 17111 D SPECIFICATIONS 28 REMARKS: _K Cylinders m·ade by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTMC39-94 JOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 70000 6 .. oo Cylinders picked up by PSI _K representativl!I. . Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 2480 Cone 3000 Test results comply with applicable specifications. Test results do not comply with applicable ~pecifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAP THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES-TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE'INDUSTRIES, INC. PSIA-200-4(4)F Respectfully submitted, Professional o/5:J DAVID J:. DISTRI Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •' 11:!-iiJ /reformation ~..,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 16, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA Ol.J_R REPORT NO.: 059-70202-683 LOCATIONOFPLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE LINE G-5.5 PERMIT #98-0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % June 09,. 1998 10:00 am 4 68 AIR TEMPERATURE, °F CONCRETETEMPERATURE, °F 74 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 10, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 522 CEMENT WATER FINE AGGREGATE. COARSE AGGREGATE ADMIXTURE NOTE• APPLICABLEASTM STANDARDS UNLE~$E-lf;IDICATED· SLUMP· C14H0a· AIR CONTENT· C231-9Jb· TEMPERATURE· ¢1064-86l93l· CAPPING· C1231-93 COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17175 A 3 06/12/98 17175 B 28 07/07/98 17175 C 28 07/07/98 17175 D SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 61000 6.00 . ' Cylinders picked up by PSI -~ representative: Cyfinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2160 Cone 2500 Test results comply with applicable specifications. fest results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSSAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERl,llSSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200-4 (4)F Respectfully submitted, fE!ilE~., ... DISTRICT MANAGER Professional Service Industries, Inc. •·6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ,,,.e,;1 Information ~..,. ®To Build On Engineering • Consulting • Testt11~··, •.: · . . ' ' REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES -INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA ·92 0 0 8 DATE: June 16, 1998 OUR REPORT NO.: 059-70202-682 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE LINE K-5 PERMIT# 98-0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 09, 1998 11:30 am 3 1/2 69 72 June 10, 1998 PSI\PEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMJXTURE NELSON & SLOAN 522 NOTE· APPLICABLE ASTM STANDARDS \i.NLE.llS.Qil:IEBWJl;EJNlllCATED· SLUMP· C143-9Qa·_AIR CONTENT· C231-111b· TEMPERATURE· C1084-B8/93l' CAPPING· C1231-93 SPECIMEN LABORATORY IDENTIFICATION NUMBER OR SET NO. 17176 A 17176 B 17176 C 17176 D SPECIFICATIONS TEST AGE (DAYS) 3 28 28 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYtlNDER DATE OF LOAD. DIAMETER TEST (LBS.) (IN.) 06/12/98 48000 6.00 07/07/98 07/07/98 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Conlracto(s representative. Cylinders delivered to PSI laboratol)'. CYLINDER. COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 1700 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESJED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. t!J1 y!f;- DISTRIC,MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge .Drive, Suite E • San Diego,. CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •..,~•1 Information ~.:,• *To Build On Engineering • Consulting • Testi1'g · REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES .INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 16, 1998 OUR Rl;PORT NO.: 059-70202-684 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB'-ON-GRADE LINE B-8. 5 PERMIT #98-0 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 09, 1998 08:00 am 3 1/2 65 77 June 10, 1998 PSI\DEREK PETERSON NELSON & SµOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANOABQS.lllil.~Ef<WJSE INDICATED· SL\JMP· C143-90a· AIR CONTENT· 0231-91 b· TEMPERATURE· CJ 064-86(93}· CAPPING· CJ 2 COMPRESSION TEST RESULTS ASTMC~9-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17174 A 3 06/12/98 17174 B 28 07/07/98 17174 C 28 07/07/98 17174 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. LOAD DIJ;METER (LBS.) (IN.) 49000 6.0Q Cylinders picked up by PSI · · X representative. Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) 1YPE OF BREAK 28.27 1730 Cone 2500 Test-results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, P fe3 Sey, Inc. AVID J.i, RCB DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ,.~;/Info"!7'1tion ~-'• .To Build On · Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 1.30 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 22, l.998 OUR REPORT NO.: 059-70202-698 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRAPE #:1. PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, l.998 07:30 am . 4 l./2 60 74 June 1.5, l.998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.fTRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STAND6BQSJJNLESS.Qil:!ERWJSE INDICATED· SLUMP· C143-90a· AIR CONTENT· C:231-91 b· TEMPERATURE· C1064-86193)· CAPPING· c123J-93 COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER CYLiNDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST l. 7234 A 7 06/19/98 17234 B 28 07/10/98 17234 C 28 07/10/98 17234 D SPECIFICATIONS 28 REMARKS; X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. LOAD DIAMETER (LBS.) 71.000 , Cylinders picl\ed up by PSI K repr!lsentative. · (IN.) 6.00 Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 2·8.27 2510 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617~94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.Q.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY.NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ..,.~ ;I lriformation ~.;,• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATT~E LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: L~GOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: June 22, 1998 OUR REPORT NO.: 059-70202..;,697 FIELD DATA: LOCATION OF PLACEMENT BEGINNING EAST COMPLEX SLAB-ON-GRADE #2 PERMIT# 98-0923 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June 12, 1998 10:30 am 61 70 June 15, 1998 PSI\DEREK PETERSON NELSON & SLOAN SUPPLIER DELIVERY TICKET Nb./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATI; COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDAf!l2S.l/_NLE_S_~Bl'l'l$_E INDICATED· SLU_MP· CH3-90a· AIR CONTENT· 0231-91 b· TEMPERATURE· Cl 064-86/93)· CAPPING· 91231-9 COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17233 A 7 06/19/98 17233 B 28 07/10/98 17233 <;:: 28 07/10/98 17233" D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representatjve. Cylinders made by Architect's ot Contracto(s representative. LOAD DIAMETER (LBS.) 80000 Cylinders picked up by PSI ~ representative. (IN.) 6;00 Cylinders delivered to PSI laboratory. AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2830 Cone 2500 Test results comply with applicable specifications. Test results do not comply with applicable specificalions. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DEREK PETERSON cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., C~TY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·20o-4 (4)F Respectfully submitted, ~onal Service Industries, Inc. DAVID DISTR Professional Service Industries, Inc.• 6867 Nancy·Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. · l-·;;;;;1 Information ~..,. ®To Build On Engineering • Consulting • Testing · REPORT OF GROUT COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES ·INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 June 25, 1998 LOCATION OF PLACEMENT BEGINNING EAST COMPLES DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F GROUTTEMPERATURE, °F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 21, 1998 01:00 pm 10 71 66 May 29, 1980 PSI\DAN RAMAGE PALOMAR TRANSIT MIX PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-712 SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMIXTURE PALOMAR TRANSIT MIX COMPRESSION TEST RESULTS ASTM C109-93 SPECIMEN TEST TOTAL CUBE CUBE COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD SIZE AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK .. 17085 A 7 05/28/98 23200 3.00 X 3.00 9.00 2580 Cone 17085 B 28 06/18/98 25000 3.00 X 3.00 9.00 2780 Cone 17085 C 28 06/18/98 22000 3.00 X 3.00 9.00 2440 Cone SPECIFICATIONS 28 2000 REMARKS; X Cubes made by PSI representative. X Cubes picked up by.PSI representative'. Test results comply with applicable specifications. Cubes made by Architect's or Contractor's representative. TECHNICIAN: DAN RAMAGE Cubes delivered to PSI laboratory . Test resulls do not comply with applicable specifications. . CONFORMS Respectfully Submitted, Professional Service Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~'!JAN THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE MA TE RIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-31 F .DISTRICT MAN GER Professional Service Industries, Inc. • 6867 Nancy .Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l-l ""~•/ lriformation ~.,. .To Build On Engineering • Consulting • Testing · REPORT OF PRISM COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92.0 0 8 DATE: June 25_, 1998 OUR REPORT NO.: 059,..70202-711 FIELD DATA: LOCATION OF PLACEMENT 1ST LIFT BEGINING E.AST COMPLEX PERMIT #98-0923 DATE PLACED TIME May 15, 1998 01:30 pm SUPPLIER PALOMAR TRANSIT MIX SLUMP, IN. AIR CONTENT, % 10 69 65 DELIVERY TICKET NO./TRUCK NO: MIX NUMBER AND PROPORTIONS 386201 CEMENT WATER AIR TEMPERATURE, °F MIX TEMPERATURE, ° F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY May 07, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX FINE AGGREGATE COARSE AGt;3REGATE ADMIXTURE SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 16984 A 7 05/22/98 16984 B 28 06/12/98 16984 C 28 06/12/98 SPECIFICATIONS 28 REMARKS: X Specimens made by PSI representative. Specimens made by Architect's or Contractor's representative. COMPRESSION TEST RES UL TS ASTME447 TOTAL SPECIMEN LOAD DIMENSIONS (LBS.) : (IN.) 109000 7.70 X 7 .60· 142000 7.60 X 7.60 136000 7.60 X 7.60 Specimens picked up by PSI X representative. . . X X X SPECIMEN COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) 16.00 58.52 1860 16.00 57.76 2460 16.00 57.76 23-50 1500 Test results comply with applicabie X specifications. TYPE OF BREAK Cone Cone Cone TECHNICIAN; DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND W.Y NOT BE INDICATIVE OF THE ENTIRE MATERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-29 F cjf ;f ~~es, In~ DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Dieg9, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 'l-~•, lnfonnation ~~• ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 December 01, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OURREPORf N0.:959-70202-1034 LOCATION OF PLACEMENT BEGINNING EAST & WEST TOWER FOOTING EAST DATE PLACED TIME SLUMP. IN. AIR CONTENT, % AIR TEMPERATURE,°F December 01, 1998 01:40 pm 4 66 CONCRETE TEMPERATURE,°F 65 DATE RECEIVED IN LAB December 02, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERY TICKET NO. /TRUCK NO. 7 4 8 4 8 4 MIXNUMBERAND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMDITU~ COMPRESSION TEST RESULTS LABORATORY NUMBER 18327 18327 18327 18327 SPECIFICATIONS REMARKS: SPECIMEN TEST IDENTWICATIO ~ AGE DATE OF OR SET NO. (DAYS) TEST A 7 12/08/98 B 28 12/29/98 C 28 12/29/98 D 28 X Cylinders made by PSI represen~tlve. Cylinders made by Architect's or Contractor's representative. ASTM·C39-94 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 75000 6.00 108000 6.00 119000 6.00 , Cylinders plcl<cd up by PSI 1f. representative. Cylinders delivered to PSJ.Iaboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28 .. 27 2650 Cone 28.27 3820 Cone 28.27 4210 Cone 3000 X Test results comply wlU1 applicable speclflcatlons. Test results do not comply wltll applicable speclflcatlons. ALL CYLINDERS CAPPED IN ACCORJ;JANCE WITH ASTM C617~94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, THESE TEST RESULTS APPLY ONLY TO THE SPE:CIFIC SAMPLl'l!ESTED AND MAY NOT BE INDICATIVE Of THE ENTIIIDNCRETE PLACEMENT. , REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHO~'RITIEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIB&C. PSI A-200-4 (41f Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ,, ·, l .,..11:!!-;J Infomiation ~..-,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92.008 DATE: September 09, 1998 REVISION #1 OUR REPORT NO.: 059-70202-873 FIELD DATA: LOCATION OF PLACEMENT BEGINNING TICKET TAKER SLAB-ON""GRADE PERMIT# 98-0921 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % August 25, 1998 08:45 am 3 AIR TEMPERATURE, °F 6 9 CONCRETETEMPERATURE, °F 86 DATE RECEIVED IN LAB August 26, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER ANPPROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTUR'E NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143-9Da· AIR CONTENT· C231,91b· TEMPERATURE• C1064-8B193l· CAPPING· Qj231,93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17635 A 7 17635 B 28 17635 C 28 17635 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 ' TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 09/01/98 75000 6.00 09/22/98 99000 6.00 09/22/98 95000 6.00 CYLINDER , COMPRESSIVE AREA. STRENGTH (SQ.IN.) (PSI) 28.27 2650 · 28.27 3500 28.27 3360 3000 NELSON & SLOAN 724662 1386 TYPE OF BREAK Cone Cone Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. X Test results comply with applicable specifications. Cylinders made by Architect's or Contractots representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE Test results do not comply with applicable specifix C617-94. Cu cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200-4 (4)F FO Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 s l •J Information • ®ToBuild·On Page_1_of __ Engin~ering • Consulting • Testing INSPECTION REPORT \ PROJECT (Name)--=-u-~_O_C,.4-r/. __ ~ ___ _ CLIENT ________ _ DATE ___ {!)__,_(_-_o_s_-_7----'-7 __ Architect __________ -,--------'--- Engineer_U...:.,Vre:/7~_· -~'--+f-----'-/?_U_J/_tJ-=----------'---- Contractor._/3_f::t2r.1.__...·:--_____,,'-'-Vt--eP __ J __ &_~-----"'j;.,___-'--__ INSPECTION _OSHPD _OSA _Specialty _Mechanical _ Electrical _Roofing _concrete ~asonry Struct Steel _ Prestress Cone _ Pile Driving _ Fireproofing _Waterproofing _ Non-Destructive _Soils Technician _ Batch Plant _ Bolt Pull-Out REMARKS T(Jf-.Jt)lt'y -tJ.eJ~GP ,fr MAT'LSAMPLING QTY _ Concrete Cylinders -- _Cement _ Mortar Samples --· -. Grout Samples -- _ Masonry Prisms· -- _ Masonry Bloc,k -- __ Fireproofing --__ Units (block or brick) -- _Asphalt Concrete -·- -. _Roofing __ Reinf. Steel -- _Steel -- _H.S.Bolts _Tendon (PT Strands) --· _Other -- _Other. -- _Other -- 01--os-'l "I I, / L;20 L)_€. (Address) _ _, _____ ~-------"------ ~ t'A-P &t REPORT NO,__,..; __ C)....:..Lr_..;7"_-__ 7;-=u....,1Z:;..,;;o;._?..._"""-< _ Building Permit No. ____ o/~«-l~S:~:P~----- Plan File NO,---------------- Govt. Contract No.--------------- OSA or OSHPD #-------------- Other ______________________ _ MATERIAL DESCRiPT-ION . ~PECTION CHECKLIST _. _ Rinf.: Rebar _ Plan & Specs _ Rinf.: WW.F. _ Clearances _ Rinf.: Tendons _ Positions ._ Cone.: Mix #/psi _Sizes _ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi ·_. _ Grout: Mix #/psi . _ Consolidation _ Mortar:. Type/psi _ Mortar Batchina _ Units: Block _ Electrode Storage _. _ Units: Brick _ Torque Applied I _. Steer -H.S. Bolts . _ Metal Decking ! _ Electrodes ( _. Fireproofing _Other _ Corrective action required __ 1 _ Corrections completed TJ.~J . 7 CERTIFICATION OF COMPLIANCE: To the best of our knowledge, .air of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. f!M /laur 4<f2 CERT. NO. ____ ..:.,_, _ ___:c ________ _ DATE __ CJ_l_.,,,_O_'..f_-_J?...:..t _______ _ l ;/ InformatiOn • ®To Build On · Page_1_of_ Engin.eering • Consulting • Testing INSPECTION REPORT CLIENT---------- DATE _ ___,{J'"'--/ '_0_6_--_f_r __ Architect _________ ___,-,--------- Engineer ______________ ,__ __ ___,_ __ Contractor. ieeo /4uq I C/.,J!U.,.t)/ 1(/() INSPECTION MAT'LSAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement __ specialty __ Mortar Samples -- __ Mechanical __ Grout Samples -- __ Electrical __ Masonry Prisms ---- __ Roofing __ Masonry Block -- __ concrete __ Fireproofing -- __ Masonry __ Units (block or brick) ~truct Steel __ Asphalt Concrete -- __ Prestress Cone _·_Roofing -- __ Pile Driving __ Reinf. Steel __ Fireproofing ___ Steel -- __ Waterproofing ____ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) --- __ Soils Technician _-_Other --- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other --. REMARKS W/EPN€::,/ P;t-y -{JI'( J Ire rD PROJECT (Name) __ ~;;;....._;;_=---=UWt_==V,-,:; ___ _ (Address)_/_CEe_-=-0---'-~-'-'t?-~ __ _ ~6M 1 C//'J. , REPORT N0. __ ....,0;_.Ji_q __ ....,,,_ ____ _ Building Permit No. ____ 9L......!-7_.3_'3_:S~-...;._(o ___ _ Plan File No, ________________ _ Govt. Contract No. ______________ _ OSAorOSHPD #------------- Other __________________ _ . - MATERIAL DESCRIPTION INSPECTION CHECKLIST __ Rinf.: Rebar _ Plan & Specs __ . ---Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _. Cone.: Mix #/psi _Sizes ·_ Cone.: Mix #/psi -.-Laps ___ Cone.: Mix #/psi . _ Future Continuity #/psi _ Grout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _·_ Units: Block _ Electrode Storage r _ Units: Brick _ Torque Applied I I _Steel I I _H.S. Bolts I _ Metal Decking ! _. Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes, This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · C/V ,PC@ r=--1Jz_ CERT. NO·---,-------------- INSPECTOR SIGNATURE _t.Lf::::::!:::!e~~u..:::=:::~:.:::.::.=::..;L.:i;-;;E1 DATE ___ CJ_f,-_O_t:,_--9_,_J _____ _ PSI-B-900-170(2) l ;J Infonnation ~ • ®To Build On Page_1_of _L_ Engineering • Consulting • Testing . INSPECTION REPORT CLIENT _________ _ DATE _ __.{)""'""'· /;_-_O-=0::;._-__.9''---,L...7 __ Architect __________ ---'---------- Engineer NAerlH / !)tf}IA.) Contractor g~-~/2(>j INSPECTION MAT'LSAMPLING _OSHPD __ . Concrete Cylinders _OSA __ Cement _Specialty _. __ Mortar Samples _ Mechanical __ Grout Samples· _Electrical __ Masonry Prisms 7coofing __ Masonry Block · Concrete __ Fireproofing _Masonry __ Units (block or brick) _ Struct Steel __ Asphalt Concrete _ Prestress Cone --. Roofing _Pile Driving _ Reinf. Steel __ Fireproofing __ Steel _Waterproofing __ H.S. Bolts _ Non-Destructive __ Tendon (PT Strands) _Soils Technician __ Other _ Batch Plant __ Other _Bolt Pull-Out _._Other REMARKS v,-.E:,tJr!EI ;;:>~ 01-0,-99 -0t'J£;f3,Uw op /3f'oxt 6U. QTY ------ -- -- -- -- -- -- .. 0/-07--??~ PROJECT (Name)_~_-....;._O=-Cfo--1.,_W ___ _ (Address)_._/_lffc_·_o--=---./P..._~--=-· __ _ /!At&V[tJAo, VJ. REPORT NO. -~{).a._Lfc,._o/_-,_-,,..IZ.=..'02-A"-'- 7 --=i-;._7 --___ A_d__,~,4-t Building Permit No. ____ _.1'--"cr=--· _-_I_U....;..· __ ..... 7 ____ 7_ Plan File No. _______________ _ Govt. Contract No.-------------- OSA or OSHPD #-~------------ Other-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf;: Reb$r VR1an & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions _._Cone.: Mix-#/psi. _Sizes -. Cone.: Mix #/psi . _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _. _ Grout Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching -. Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _Steel _. H.S. Bolts _ Metal Decking . .-. _ Electrodes. _ Fireproofing _Other _ Corrective action required __ _ Corrections completed !fl-ISO CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building coqes. This report covers the iocatiohs of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAME ~J . ~ ~~z {:/,f ~Ct(/;= ~f 2 CERT. NO._..;.:::.......::.....__,;:~:...:......---------- PSI-B-900-170(2) 42~.c~.,,; -_:_~. ,/k}' ~N INSPECTOR SIGNATURE__,_~==-=~.c....:~'-"--"'==~=--~<r-.,...~"r+,,r DATE __ CJ_/_-tJ_t_---'-9'...L..;,' ______ '---_ EsGil Corporation 'l.n Partnersliip witli (jovernment for '13uiUing Safet!} DATE: March 30, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-158 PROJECT ADDRESS: 1 Lego Dr. PROJECT NAME: The Beginning SET: II D C NT - LAN EVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. (8::1 The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. D The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [2:1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: appt. Date contacted: 3/27)9~ (by: kc) Fax #: Mail Telephont:,~ In Person [2:1 REMARKS: 1/Please see the corrected floor areas on sheet A 103. plans have not been signed. By: Kurt Culver Esgil Corporation 0 GA O CM O EJ O PC Enclosures: 3/27/98 The mechanical trnsrntl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 " r' '~ EsGil Corporati.on Professiona[ Pum !Jteview 'En,gine.ers DATE: February 3, 1998 JURISDICTION: Carlsbad PLAN CHECK NO.: 98-158 PROJECTADDRESS: LEGOLAND PROJECT NAME: The Beginning SET:I 0 APPLICANT ~JURIS. 0 PLAN REVIEWER 0 FILE D The plans transmitted herewith have been corrected where hecessary and substantially comply with the jurisdiction's building codes. D The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ~ The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. · ~ The applicant's copy of the check list has been sent to: Faxed to HOK Architecture · D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [:8:1 Esgil Corporation staff did advise the applicant that the plan check has been completed. Person cont~cted: Kirk Rose Telephone#: (31_0) 453-0100 Date contacted: ~~ (byD ) Fax #:·-2052 Mail Telephone -Fax--:In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D CM tJ EJ O PC E;nclosures: 1/22/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 9212'.3 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 98-158 February 3, 1998 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 98-158 OCCUPANCY: M/B TYPE OF CONSTRUCTIO.N: V-N ALLOWABLE FLOOR AREA: 24000 SPRINKLERS?: Yes REMARKS: DATE PLANS RECEIVED BY JURISDICTION: 1/21/98 DATE INITIAL PLAN RE:VIEW COMPLETED: Febrµary 3, 1998 FOREWORD {PLEASE READ)~ JURISDICTION: Carlsbad USE: Retail/ Office ACTUAL AREA: varies STORIES: 1 HEIGHT: varies OCCUPANT LOAD: varies DATE PLANS RECEIVED BY ESGIL CORPORATION: 1/22/98 PLAN REVIEWER: Kurt Culver This plan review is limited to the technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based . on regulations enforced by the auilding Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. ··· Code sections cited are based on the 1994 l)BC. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3, 1994 Uniform Building Code, the approval of the plans does. not p~rmit the violation of any state, county or city law. to speed up the recheck process, please note on this list (or a copy} where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list wh_en you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994UBC) comforw.dot Carlsbad 98-158 February 3, 1998 • GENERAL 1. Please make all corrections on the original tracings and submit two new set$ of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (619) 560-1468. • PLANS 2. All sheets of the plans are required to be signed by the California licensed architect or engineer responsible for'the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Profes$ions Code. THIS INCLUDES ALL SHEETS OF THE DETAIL BOOK, TOO. 3. Show on the Title Sheet all buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified ~s "not included" on the site plan or Title Sheet. INCLUDE THE TICKET TAKERS' COVER IN THE SUMMARY. Per Bill Pridgen, the seasonal exhibit is not to be a part of this permit. · • OCCUPANCY SEP.ARATION 4. A 1-hour occupancy separation is required between the "garage: occupancy and the surrounding areas. Table 3-8, Section 302.2. PLEASE DETAIL THE REQUIRED FULL-HEIGHT WALLS. 5. Openings in a one-hour fire-resistive se·paration shall be protected ~y .a one-hour assembly. Section 302.2 .. • STRUCTURAL 6. The rebar specified in Note .e of sheet S220 will provide less than the allowable given in the Code. Please investigate. · 7. The r:oof framing shown on sheet S320 is different than that shown in the calculations. Please submit revised calculations. 8. Sheet S320 shows steel beams Where the calculations designed wood members. Please revise the design. · . '-.. ' Carlsbad 98-158 February 3, 1998 · • ADDITIONAL 9. Please fill in au the empty reference bubbles on the plans. 1 0. Please see the following sheets for PME corrections. 11. To speed up the review process, note on this-list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 12. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans. not resultihg from this correction list? Please indicate: CJ Yes CJ No · 13. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Oiego, California 92123; telephone number of 619/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Kurt Cul~er at Esgil Corporation. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + LEGOLAND, Beginning + PLAN REVIEWER: Glen Adamek • PLUMBING (1994 UNIFORM PLUMBING CODE) • Beginnings Ticket Booths 14. "No indirect waste receptor shall be installed in any toilet room, closet, cupboard, or storeroom, nor in any other portion of a building not in general use by the occupants thereof." UPC, Section 804. Correct the condensate waste receptor in the wall. 15. The "open drain" does not have a basin designed to prevent splashing from air conditioning condensate drain lines indirected to the "open drain" . Use a funnel drain or floor sink. UPC, Section 804 .. 1. ' \ .. Carlsbad 98-158 February 3,. 1998 16. The minimum Horizontal Rainwater piping is a 3 inch as per UPC, Table D-2. Please correct the roof drainage piping. • MECHANICAL (1994 UNIFORM MECHANICAL CODE) • Beginnings Ticket Booths 17. Show access to the ·attic containing equipment to be minimum 30 inches by 30 inches. The opening may be 22 inches by 30 inches if .the equipment can be removed through such opening. UMC, Section 319.3 • ENERGY CONSERVATION {MODEL ENERGY CODE) • Beginnings Ticket Booths 18. Provide plans, calculations and worksheets to show compliance with current envelope and mechanical energy standards. Provide the ENV-1, ENV-2, ENV-3, MECH-1, MECH-2, MECH-3, and MECH-4 forms. 19. The completed and signed ENV-1, and MECH-1 forms must be imprinted on the plans. • PLUMBING (1994 UNIFORM PLUMBING CODE) • Beginnings East Complex 20. In the S-3 garage .(Garage #124) floors shall drain to an approved oil separator or trap discharging to sewers in accordance with the Plumbing code. UBC Section 311.2.3.1. · • MECHANICAL. (1994 UNIFORM MECHANICAL CODE) • Beginnings East Complex 21. Provide exhaust ventilation in the S-3 parking garage (Garage #124) capable of exhausting a minimum of 1.5 CFM per square foot of gross floor area. UBC Section 1202.2.7 22. Detail disposal sites of main condensate drainage from air conditioning t,inits as per UMC Section 310 The mechanical plans states the air condition • condensate waste to floor .sinks, but the plumbing plans show no condensate drain lines to the floor sink. Please correct. • ENERGY CONSERVATION {MODEL .ENERGY CODE) • Beginnings East Complex 23. The completed and signed ENV--1', and MECH-1 forms must be imprinted on the plans. · -----------·----------·------------. ---------~----------~-~-------··- Carlsbad 98-158 February 3, 1998 • PLUMBING (1994 UNIFORM PLUMBING CODE) • Beginnings West Complex 24. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed l,ocations. UMC Section 310.1.1 25. The minimum Horizontal Rainwater piping is a 3 inch as per UPC, Table D-2. Please correct the roof c:Jrainage piping. 26. The wall louvers shown on the plumbing plans are not shown on the Architects plans. Provide combustion air for fuel· burning water heaters in accordance with the Uniform Plumbing Code, Section 507.0 · · 27. Detail the water heater flue (vent) termination's as per UPC, Section 517.0. Minimum 8 feet from the wall or above the wall. 28. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. • MECHANICAL (1994 UNIFORM MECHANICAL CODE) • Beginnings West Complex 29. Detail ladder access to roof mounted HVAC equipment. UMC, Section 321..8 30. City of Carlsbad to review evidence of Health Department approval (for food service equipment). • ENERGY CONSERVATION (MODEL ENERGY CODE) • aeginnings West Complex 31. Provide plans, calculations and worksheets to show compliance with current envelope and mechanical energy standards·. Provide the ENV-1, ENV-2, ENV-3, MECH-1, M6CH:-2, MECH-3, and MECH-4 forms. 32. The completed and signed ENV-1, and MECH-1 forms must be imprinted on the plans. • MECHANICAL (1994 UNIFORM MEC~ANICAL CODE) • Beginnings First Aid/Lost Children 33. Detail· ladder access to roof mounted HVAC equipment. UMC, Section 321.8 \.. Carlsbad 98-158 February 3, 1998 ·• ENERGY CONSERVATION {MODEL ENERGY CODE) • . Beginnings.First Aid/Lost Children 34. Provide plans, calculations and worksheets to show compliance with current envelope and mechanict:1I energy standards. Provide the ENV-1, ENV-2, ENV-3, MECH-1, MECH-2, MECH-3, and MECH-4 forms. 35. The completed and signed ENV-1, and MECH-1 forms must be imprinted on the plans. · Note: If yoll have any questions regarding this plan review list please contact Glen Adamek at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. + ELECTRICAL Pl.AN REVIEW + 1993 NEC + PLAN REVIEWER: Eric Jen$en 36. The "Parkwide Loop" substation layout does not match the ".Beginnings" substation layout. Submit revised substation plans if "Parkwide Loop" is no longer current. 37. Panelboard "EPBW" is required to be grounded to the buil'ding grounding system. Include the grounding electrode conductor sizes on the single line diagram. 38. The electrode coriquctor for panel "LPBFA" is undersized. 39. If ACS is 15KV A, the feeder conductor is undersized. 40. Show the following details for the two air conditioners supplied by the substation low voltage system: Grouped disconnecting means with the other building disconnecting means and a connection to a common electrode (AC3 is missing this connection.) $how the connection to a common electrode on both the single line and the grounding-plan sheet E70t. 41. Detail which panels shall be iqentified With the following signage "Building Disconnecting Means_ .. _ of_". For example, East Complex: AC3, DPBE, and EPBE. 42. The west complex has isolated lighting circuits (Sheet 8218 E202 & Sheet E201) shown to it. Building disconnecting means, signage, grounding. 43. Include the cold water bond ·for the Kiosks with the grmmding detail description. \. Carlsbad 98-158 February 3, 1998 44. The Kiosks panelboar:d placement does not show the required NEC 110-16 clearances. · 45. Include a disconnect and grounding connection for the isolated (Not supplied by the Kiosk panel) electrical circuits also supplied to the Kiosks. 46. Building disconnecting means, grounding electrode, disconnect signage: Sheet B219 E201. Note: If you have ariy question$ regarding this electrical plan review list please cbntact the plan reviewer listed above at (619) 560-1468. To speed the review process, note on this list ( or a copy) where the corrected items have been addressed on the plans. . Carlsbad 98-158 February 3, 1998 VALUAilON AND PLAN CHECK FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-158 PREPARED BY: Kurt dulver DATE: February 3, 1998 BUILDING ADDRESS: LEGOLAND West Complex BUILDING OCCUPANCY: B TYPE Of CONSTRUCTION: V-N BUILDING PORTION. BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) Restrooms/Lockers 8408 .. 900,000 .. . ' Air Conditioning Fire Sprinklers TOTAL VALUE 900,000 ~ 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordinance: $ 3239.50 ~ 1991 UBC Plan Check Fee .D ·Plan Check Fee by ordinance: $ 2105.68 Type of Review: · ~ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable· 0 Other: Esgil Plan Review Fee: $ 1684.54 Comments: Values provided by designer. Sheet 1 of 5 macvalue.doc 5196 Carlsbad 98-158 February 3, 1998 · VALUATION AND PLAN CHECK:FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-158 PREPARED BY: Kurt Culver DATE: February 3, 1998 BUILDING ADDRESS: LEGOLAND East CQmplex BUILDING OCCUPANCY: M/B . iYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDiNG AREA VALUATION VALUE (ft. 2) MULTIPLIER ($) Retai I/Offices 16635 1,715.000 .. Air ConditioninQ Fire Sprinklers TOTAL VALUE 1,715,000 ~ 1991 UBC Building Permit Fee D Bldg. Permit Fee by ordjnance: $ 4969.50 ~ 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 3230.18 Type of Review: [gj Complete Review D Structural Only D Hourly D Repetitive Fee Appl_icable D Other: Esgil Plan Review Fee: $ 2584.14 Comments: Values provided by designer. ·sheet 2 of 5 macvalue.doc 5196 .. Carlsbad 98-158 February 3, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Ca~lsbad -PLAN CHE;CK NO.: 98-158 PREPARED BY: Kurt Culver DATE: February 3, i ?98 BUILDING ADDRESS: LEGOLAND First Aid BUILDING OCCUPANCY: ~ TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING VALUATION VALUE (ft.2) MULTIPLIER ($) . Office 1446 160,000 Air ConditioninQ Fire Sprinklers TOTAL VALUE 1"60,000 .. IXl 1991 UBC Building_ Permit Fee D Bldg. Permit Fee by ordinance: $ 849.50 IX1 ·1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 552.18 Type of Review: IX1 _ Complete Review D Structural Only D Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee: _$ 441.74 Comments: Values provided by designer. Sheet 3 of 5 rnacvalue.doc 5196 ---····-·-----------· Carlsbad 98-158 February 3, 1998 VAl-UATION AND PLAN CHECK.FEE JURISDICTION: Carlsbad PLAN ·CHECK NO.': 98-158 PREPARED BY: Kurt Culv~r. DATE: Febi:-uary 3, 1998. · ' . ~ . BUILDING ADDRESS: LEGOL~ND Kiosks BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N BUILDING PORTION -13UILDING AREA VALUATION' VALUE (ft?) ·, MUL TIPLI.ER ($) Ticket Booths 110 '• 58,333 3l-f 't l('tl ... . . . '\ I -. I .. Air Condition.ina .. Fire Sprinklers : .. TOTAL VALUE 58,333 '. .. EACH . . [8] 1991 UBC Building Permit fee O Bldg. Permit Fee by ordinance:$ 455.00 (each) [8] 1991 UBC Plan Check fee D Plan Check Fee.by ordinance: $ 295.75 (each) Type of Review: 1:8:] Complete Review O ·Structural Only O Hourly D Repetitive Fee Applicable ·o Other: l:sgil Plan Review Fee: · $ 532.35 Comments: Values provided by designer. Note: Six identical buildings. Use the EsgiJ repetitive fee for five .(i.e., 1 @·236.60 plus 5 @ 59.15). Sheet 4 of 5 macvalue.doc 5196 ,. ..; ' Carlsbad 98-158 February 3, 1998 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad · PLAN CHECK NO.: 98-158 PREPARED BY: Kurt Culver DATE: February 3, 1998 BUILDING ADDRESS: LEGOiAND Ticket Taker Cover BUILDING OCCUPANCY: A-3 TYPE OF CONSTRUCTION: V-N BUILDING PORTION BUILDING AREA . VALUATION VALUE (ft. 2) M.UL TIPLIER ($) Ticket Taker 2200 157,500 · Air Conditioning Fire Sprinklers TOTAL VALUE '' 157,500 [g] 1991 UBC Building Permit Fee O Bldg·. Permit Fee by ordinance:$ 842.50 [g] 1991 UBC Plan Check Fee D Plan Check Fee by ordinance: $ 547.63 Type of Review: [g] Complete Review D Structural Only D Hourly D Repetitive Fee Applicable· D Other: Esgil Plan Review Fee: $ 438.10 Comments: Values provided by designer. Sheet 5 of 5 macvaiue.doc 5196 ENGINEERING DEPARTMENT . FEE CALCULATION WORKSHEET O Estimate based on unconfirmed information from ·applicant. 0 Cal5ulation. pased on building plancheck plan submittal. £-J!?..!?t:>/P.-,,e::£-, // /• Address: 1h-~~~7.f~.~e 81~g. Permit No, cg r 7-ZL>Z? Prepared by: .~ Date: 4 /~ Checked by:_,__ __ Date: ____ _ EDU CALCULATIONS: List types and square footages for all uses. Types of Use: b ~ Sq. Ft./Uriits: o EDU's: Zfl, 7-?-- ADT CALCULATIONS: List types and square footages for all us~s. Types of Use:~ Sq. Ft./Units: . ADT's: 684 FEES REQUIRED: WITHIN CFO: 0 YES (no bridge & .thoroughfare fee, reduced traffic Impact Fee) 0 1. PARK-IN-LIEU FEE PARK AREA: ------- FEE/UNIT:. __ .,..._ ___ . {)( 2. TRAFFIC IMPACT FEE ADT's/UNITS: 68 'o/ A/'3· BRIDGE ANt> THOROUGHFARE FEE ADT's/UNITS:. __ __,, __ X NO. UNITS: __ _ X FEE/ADT4,z_. - X FEE/ADT:. ______ _ ~ 4. FACILITIES MANAGEMENT FEE 15 ZONE:....,. ____ _ UNIT/SQ.FT.: ___ . ___ _ I)(_ 5. SEWER FEE PERMIT No. 5f!" ?~ t>tJ§ EDU's: 3 o/, 'f 'r X FEE/S0.FT./UNIT: 0 ~ X BENEFIT AREA: ___ _ DRAINAGE BASIN: ____ _ EDU's: ____ _ X FEE/EDU: ____ _ /ills. DRAINAGE FEES PLOA. ___ _ HIGH ___ /LOW .... __ ACRES: ------X FEE/AG: ___ _ 4" 7. SEWER LATERAL ($2,500) . ONO =$ ____ _ /45$25 =$ _____ _ =$ ____ _ =$ _____ _ =$ _____ _ =$ _____ _ TOTAL OF ABOVE FEES*:$ --------- * NOTE: This. calculation sheet is NOT a complete 1,st of all fees which may be due. Dedications and Improvements may also be required with Building Permits. P:IOOCS\MISFORMS\FEE CALCULATION WORKSHEET REV 01/28/97 >, >, .c .c ~ O') =Ila -"' "" "" (.) u u Q) Q) Q) .s::: .c .c (.) (.) (.) C: C: C: "' .!l! "' a: c.. ii: Woo cg)oo ~DO PLANNING DEPARTMENT BUILDING PLAN CHECK .REVIEW CHEC'KL:IST Plan Check No. CB 98-: l,S:8 Planner /Jon Neu Address One La;;o .tlcive Phone (619) 438-1161, extension 'l'it/C APN: __ =.t-1-~~_,..,;;:::=..-,.=--~l"""'""'....,....~-.....,....----,,------------- Type of Project and U$e, c ~,;~· Project Density: A,//t4 Zoning: C-T-q General Plan: T-~. Facilities Management Zone: i3 CFD @nut\ # / Date of participation:· 12/4-1/q?? Remaining net dev actes: 26-. 'et?cie One · · • (For non-residential development: Type of land used created by this permit: Ail other" eommecci<a t uses nef:io/e,,-,1z·nec1) . 01")_ +fie-che>rr+ Legend: .~ Item Complete (QJ, ·1t~m--l~co~plete -Needs your action Environmental Review Required: YES --· NO _){_ TYPE ___ _ DATE OF COMPLETiON: S:-20-97 Compliance with· conditions of approval? If not, state conditions yvhich require action. J Conditions of.Approval: ______________________ . __ j Discretionary Action Required: YES NO .2(_ TYPE c.c::1tc,1--G70 -s-20-'17 --- APPROVAL/RESO. NO. P.c,::IF 'b&3 ftto&9'DATE q-TG ~ 9'7 PROJECT NO. &)/> Cfb--lc/ _· OTHER RELATED CASES: _C.,....,_L>-;;-: ~f)_9_t;_--_A __ G __ ........_ __ --,...-____________ _ Compliance wrth conditions or approval? If not, state conditions which require action. Conditions of Approval: Pc. &o. ¥983 co,..,di:ti::os 7, 8:, 9J /~ 1¼ 7j Coastal Zo_ne Assessment/Compliance Project site located in Coastal Zone? . YES X NO CA Coastal Commission Authority? YES--NO l( If California Coastal Commission Authority: Contact them at -3111 Camino Del Rio North, Suite 200, San Diego CA 921.08-1725; (619) 52·1-.8036 Determine status (Coastal Permit .Required or Exempt): . ~eceived CtJ/J r6-/b Coastal Permit Determination Form already completed? Al.,/2YES__ NO If NO I complete Coastal Permit Determination Form now. 7-J, Coastal Permit Determination Log #: Follow-Up Actions: 1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans).,. ... --· ' . ' 1 ·, 2) Complete.:Coasta!-~f.l~rmit Determination Log-as needed. ~DD 1,1.00 ~DD lnclusionary Housing Fee required: YES NO ::i._ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Data Entry Completed? YES NO ----(Enter CB#,; UACT; NEXT12; Construct housing Y/N; Enter Fee Amount (See fee schedule for amount); Return) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arro\l\' property lines, easements, existing and proposed structures, streets, street improvements, right-of-way width, dimensional setbacks and topographical lines. 2. Provide legal description of property and assessor's parcel number. Zoning: See si:)/J qG -1 L/ 1 . Setbacks: Front: Required Shown Interior Side: Required Shown Street Side: Required Shown Rear: Required Shown D 2. Accessory structure setbacks: Front: Required ______ _ Interior Side: Required ---------Street Side: Required ______ _ Rear: Required -'-------- Structure separation: Required ------- '¢ D D 3. Lot Coverage: ~ D D 4. Height: Required ______ _ Required ------- 5. Parking: Spaces Required ------- Guest Spaces Required ------- Shown -------Shown -------Shown -------Shown -------Shown ------- Shown ------- Shown ------- Shown ------- Shown ------- ~DD 'ts(DD Additional Comments. ______ __,.. _________________ _ OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE 4--7~ see >AO&e STRUCTURAL AND DETAIL/DESIGN CALCS SCANNED SEPARATLEY SEE ENTRIES UNDER CB972027 • c@) t-t,o,sa I I I I I I I I I I I I I I I I I 1· I STRUCTURAL CALCULATIONS FOR Legola:n.d Ca-rl-sbad (M&D PROJECT NO. 960240.00) Beg:in.nlng Cluster (FGMP Package) Volume 3 Sections :G-H. Architect of Record: Hellmuth, Obata & Kassabaum For Final Submittal December 3-, 1997 I I ·I I I I I I I I I 1· I I I .. ·1 I ·1 I INDEX SUBJECT GENERAL PARKWIDE STRUCTURES WEST COMPLEX EAST COMPLEX FIRST AID/LOST CHILDREN BUILDING TICKET TAKERS FACILITY TICKET BOOTH BUILDING SEASONAL EXHIBIT PARK ENTRY SIGN BEGINNING SECTION A B C 0 E F G H I I I I I I I I I I I I I I I I I I I SUBJECT Roof Framing i=loor Framing Lateral Design Foundation Design SECTION G SEASONAL EXHIBIT INDEX SHEET NO. G1 G2 G3 G4 i I 11 C 11 I -I 1, " 11 11 I I ,i)J I : I I - MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB q~ZA!J /~~~Hl~ SHEETNO. &I OF_4 ___ . __ _ CALCULATED BY &A---DATE -'-Jl?f.__.t?7.._.___ __ CHE~KEDBY ______ DATE ___ _ SCALE ~-~ ~tt\ftr .-~ug ~ ~b •~Pl~Cc,\-UH.tJ{"bc?)~ ·~ 01,.-······---·- .. CH!ri, ~»G HkrL--~b,rrj · 1 'lt-11 -it> bA-. :..rrwt--r H~At.., ~ ~UN~ HY7v-·· ~~O ·£,.~ ~CJ 1. I IU'Df&" IA..--Wf ~f tJ. '1 eoz>F-r,1-1: 10.0 fiJF 1 I -km:f/fk ~ ~Jf]aJ ! a •••• •• 1=; 4--t,, ~ • • ............ ····· ············ . • 1 I . Dl/ -f-1/Lt~JO + ~ ~ ::-~IJ:>f~F ~e JY~"'ftfg'° ... ·~?7-"¾' ~~' ~ ~~ 5--· - 11 I I '. ~~···.······· J, 9':;!_" ~ 4':-q,;vi /4¥.,<f 1-1~ --fo/ ~ F, e"f, k; .. · ·········· ~· · . • . · ... _ ~w -a. (Jo,ttO)("r·'-t:?u)~ l4~p,*:, w;' .½.t,.<Jl=-~4-f, . : ·c~ l' -,; o t-"'1:1Wl /n~/ 1tJ1.e.,if:·~-~,~-z,~" · -'."'1~·· ,1 ti t..,· ··., . .... ... .. . . ',/. 7 t f-?VI// t ~ o,1~1'7(lf?)(f._11'·) ;:-6J.<JJ,·1~#. · : w;,. . 'k_'W qWftJ =--eig, OiL ~: o,o+ l ~,, ~, · ~, ., r--· · .· ·_ : 'fr it~ :t1/1~ , ~<P(~) .. tAl?6 T~ 4-X: 4-XY+-. ~ ,. 11 : ...... • ...,_ ! 1 'r_ I PROD JCT ffi, 1 /~ Int; Grotor:, M~ 01471 io Orct1 PHONE ra .. L FREE H300 .. 225-6380 I ._. I I I I I ,\~ I 1· I I I I I I I I I ' 1:-;; • Jv ~" ;,t MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619, 497-2118 Fax (619) 497-0429 JOB q vtti40/2&&t)lA14 ~~, t4 rt 11\~ SHEET NO. Ci OF __ ,;...._: --- CALCULATED BY f?'A: DATE 11 /17 1 \ CHECKED BY----r-----DATE--,.---- SCALE ~LWt>ikfk ~tt1m --tJvrf -~ s-»1qf~'.. ff-?' C)L., ,< ti>~;" ~1~ ~ .\ . -C?4'.X 4-Y Y4--FetA-1" vt.-,-::--· t 1i& ~f= . L--t bih"" "?·f o ~€ ' . -r ~e, WlOftf .. '?'~7 ~!/2. z-4-,71' 11r,._ .. Yt4P .:. 41!J;,z_"' o. ZA-~ tun.. .. 10<?,:,,-ie:-c4,7q •) • &,4'7 ~- A~~-:. 41~':f" O,!l,~ M "~ "'. 0"Pp1J,f 4.'7'1)Z. . ~ -,e, 6~J(~7~,24x11i~ ~· 18~i· tt?-rP.f-~.'t,. ~4-(~t11v,«Do/(p, fc,,>) -0.11<' Fy _--~b{~ 1<::'5.i) . ~~ ld,6 1VJ4-b(UXl•Q.__;;;:-7;,_;:~-;;.,.-· ! r:.:., .. ) ··~ ,/ I / ; / ~ '~; ·-., ~ .,. ]-·:~ }7-\). ;< ·.. ~ ' ~ . '' t..-·' ', • ,, . . ,rJ t,,,t:n::>. p ~ i ~ o~-d/1 q ,· ,11 ~--. --,--------------:,· -· ---. t.V \ ,, ,. '.·. . '""'"--.... =· 8 . 7 ! . ... ----·~-::--~·-·---·-~7~ :,;:.t~tf-~~--:. --~ e . ~ ' --------------------·--~ --- • • M • m • ~ • • • M ~ • • • • ~ • n • • • • • -,~ n. •_c. • • • -• ••••••.••ft•••~••••• m • -• • • R l f r . . i i: F L ,. !; 1'. ~----~~~---.:·,..,, • ..,._,\._. •' ·,;,,_.·: __ ,~_,-~ ____ • ___ ··-·~·_.·,-,.-•• ·._.:.,., ·-----~·..f,, ·.····~-----"'· ·--~-· . ..:, ___ , ·-·-·''•.a--·· ·,,._, -;.. ~ -".,_.·_.·-:_,_ -· - I I . :.::.-1 ·~ .. ·.· I - I I - I I I I - I I . I JOB CJ ~OkM lt&ht>L/5::N O / ~~61 N N tN6 MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. G~ OF----'----- CALCULATED BY -1-'&A::;...:.......:. ____ DATE ~/3/7 Phone (619) 497-2118 CHECKED BY ______ DATE---- Fax (619) 497-0429 L,AfFflAL-: DWG:N u//Nt2 RW?zkilVf ~"'~~ 1@2ibN \ P~u~~:i:\V Ce {e;'X'~C.) z.. Lot., ~ (M~1HVV z,)-z: I,'? q,~ (?t>t11)?\1) ·-~ lZ,6-~ ~w(~~a) .e-1,0 pr=-I.Ob x 1,-i, x !'2-,~~ ~ 1, . .0 ::: 17, 4'~ I t· l?. kf~{J-1 ,w ~t,.r[Abh WtJ\lQ JDtl? ... -- P~JU1"'W Ma-.?-It>' x lZitfl1~ J"Z-1?~ . I ~ I W-:. 1"7,4 f?~F (1 t7~F) ~ zz,ow · · ~ ~ e&>LUH~ ~ _i,zto1/4-~65'Z-'° - CUN4~vm-i~ /e?P.-µG 4--~µ$ ~J @kUMN · 1'2~6+-1 . . . -............ M-.. -.. -. -,Ill} '. I el/di \ tJ1 ::: eriz;--t, (ii.. '11!:1) $ ~ + I !?-Pr-· ~l'Z1--#-J:1-. -z. '2k29 11?-k.\-)( '~ 7-:J' q4-U'I~ g01,f ···················!J.t,ry· .· ~-~{'?bCiol>~) .. . ..... . ----b*~,117' A ctllow; :_ t>._V?" . . .,.1b11 Aall6VJ.~ Pi?-z • {~1-t:i) . --¥-r ... .. . be;:x; ; . . .................. ,.................. ... ..... ............ . 8 ' I " :t"r-~~ .. Pl&: (7J-b):. gez.1'(7~'/2:[~(i~Z!?-1b'9 . : _____ ._ t;e A~fl&W. .. GP (-Zq'll~~)(t>.'VS"J, ~t1.6~ri+- I : -. u~. ~or.ef~-WPIPS (~ludi,12:4"'> . ~ IT:. ~c. fJ..,r5l> lVl.,. ----t,:s;,tseaJ. 4 :t=-z. ,z,t3-' ,.,.+ .. ~~ . 3 A W8bC :. CJ, P.tf', ivt U~~ l~ ¢' : I ~--N-M-.-~-e-,-=---NM-,.-~-.-,-c---N-r.-~·--~~-,-c---N-M-.-~-"-,-=--N-M-.-~-~-,-=---N-M-.-~~-,-=---N-M-•-~-~~--=--N~.M~ PROOUCT201-1, -~/inc,. Groton, Mass-0147;~ Too~,~~ON~ 't~J. F~~ i:~~ ----;---_---- I I I I I I I I I I I I I I I I I ", ' I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 DESIGN OF EMBEDDED POLE FOOTINGS SEASONAL EXHIBIT TYPICAL COLUMN FOOTING PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING SEASONAL EXHIBIT FSA ---------DESIGN DATA --------- i i \ Allow Passive Max Passive Load Duration Factor Point Load Load Height Dist. Load Start Height End Height --1 -- 350.0 psf 3500.0 psf 1.330 550.0 # 14.00 ft O.Oplf 0.00 ft 0.00 ft Circular 24.0 in Pole Type Width/Diameter Surface Restraint ? Restrained ----------SUMMARY---------- Moments@ Surface .•• Point Load Uniform Load . . • Tota L Moment Total Lateral Load -NON-RESTRAINED RESULTS - Min. Req'd Embedment A(1+(1+4.36h /A)A.5)/2 A=2.34P/(S 1 b) Press@ 1/3 Embed Actual AL Lowable -RESTRAINED RESULTS - Min. Req'd Embedment (4.25*P*h/S3*b)A.5 Pressure@ Bottom Actual Allowable Surface Restraint Force --1 -- 7700.0 ft-# 0.0 ft-# 7700.0 ft-# 550.0 # 3.28 ft 1524.9 psf -- 1524.9 psf 3733.1 # -------------------~------------------------------------- Page: V4.40 Cc) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I ii I I I I I I 11 I 11 ! I 11 I I I I L__ __ _ SUBJECT Sizing Calculations Post at Letter "N" SECTION H PARK ENTRY SIGN INDEX Steel Tube Support Beam Sign Post Foundation Design §HEET NO. H1 H2-H3 H4-H9 H10-H11 H12 I I I I t·:· ·-: , ... :;. I , I 'I C I I I ~;:_.-_:· ·---:._. , I - I I I I SHEET NO. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 CALCULATED BY -I-~--'--"'-'------DATE_..;..___,_ __ Phone (619) 497-2118 Fax (619) 497-0429 CHECKED BY _________ DATE ___ _ SCALE PA1t1e itilrey ~6N \ I !21'ZH'{ b Clhc @.>LA:I loN-2 ', ~-::- i)Afu' ~&-rl:-t Of" Clntelt:~/?l6N ~'-1. ct:: fD ~ Or'll~~ 1 ·. B-:. rr'r' .fL r::. ,Z. +-??l--o'" C~Jirc-h) iB-0° --e---6l 1-~t;,z,"' -r ~'---ot1 . ~ gt-,_ {i 1/i, 11-=? ~ _ t'5 4.5': A"~ z,~.3/7 O &« Btz,n} ~~ <Tj-J(&f.~, f~~-::0) = ~c,,q' f;J Met+ · ~ on-! of C-M.ti t ~/ ~t bt--l ~~-. ~ 1 o ~~ a F -11 C!tt;;1' ~o~ Vv~ "· " a.''=' ;. ,. 1, (C:l'/t,) .,, ~t. q' -~ 1 -z-1-,q. 1' -::> io' · . , 0 WA-1 L,.At;; ~ ~ t\tc1 rr rori ?UW t5it r ~rt'14.fo o ~ ~1 G tJ '!' 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' . • .. , . .G?(4-bavVp?): ' ~~·~;.iWf~) --4~}t~:,~£~~~~ei.bu.J',; t?ze ......... --· + (~,ft,~)-z,[3ClDt76}.;~;1;z,5 xliU -----·--·------------... --&;l.C-Zd/x ID") ( 0, -v3 -t"" tttr~.158)~r:~cta1s)-.3~] )C l72-d . . <-,, --' -; -(p (.:2/1 ~CJ/,,,) ( o. '1-:?) . I : ........... . 1,(:!{ . ::=. •. 1b,flf.f ~:4-r +cP.~-; ~ o/1;~ in+ I'. :Ce:t :C~lg"]l.(#. 'J/8 ... ~-::· ('?),q WI J, .z;_ • jv,4-' I I I I I I I I I I ·-··4· ·. ~=.:· I . I C I I .. I I I ~ .::•:: I· .. :· . MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 CHEckEo BY -----r-----,---DATE---- SCALE PM~ ts,:i}re( "?tbd-. ~ ~N1~i '?)b}-J = -~ij~~ON? - \Le.:'f"1~ ~ te1:11d:~7lON -ro @fft>}Z:G . rlA::I t.--- . . ~U\Lf ~ ~y'l.(,.)I ~~JI . 2ti-C1l Dbl H412 u LlJ& o F LAN~ ~ 9-J b~ +~ ~ ;•r,'? ~r1~-:: _,10,,;r.1,1tr1 W61!r2 ?&l~~t1Y/';?1Vri:~'2 -f' • ~ ,, sm-J,~,if,l t-> 13 I I ~/f 11 , , . ( ~UM(a; ~fl ~ ...... HIN,_ ; .-!1 · . · ~ o.-,~, C ~;){ ZI 1~0 -=-Z1M ~fwa/ : 11~; . . . > ('7flalj'lY1 . . , ... Lt?~ :T7.j,X ~ .• ~ ,,/ts v( fitr 11 . A~~- ·. ~~1-11?. . ........ . ............... ... --~--fl~&: .. ·.. . O~'TAl L ,~: 1tt-1;~ f{>JZ PAtii ®~G,N ~~~:::::Z:::::Z:::;r::;t} ___,;_____,:q=.,·~vt~~ VU Wt>ti'T l21H L . . . _ _, -, -, .-., ---. - I I I I I I I I I I I - I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB 1~t>t40/(,6&(> L/t:N P /4(?bl NNI 1~6' SHEET NO. -I+ Jf' OF-~' --- CALCULATED BY &A,--DATE . H \°'.1 CHEdKED BY----.----DATE---- SCALE ~ tz~~-< ?16-tl. : ? J t. 5 6 7 t ~ 2 :3 4 5 € 7 S: 2 3 t. £ 6 7 E 1 2:;. 4 5 t' 7 8 • ~ 3 .~ 5 ~ 7 !! • 2 3 ~-f € 7 B' 2 J t;. $ f 7 E '. 2 3 f?Af?k: '6~X ?l&Ll qitt"~t..--1ti~C 7UWt>rZf tpf:.,~M ; \ . r-------. ---7 L ... __ . L&Gol/f7V.o __ 6JGN____ 1 ,_ ____________ _J I I I I I I I I I I I I ? MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 ,~STEEL BEAM DESIGN SUPPORT RAIL VERTICAL LOAD (ENTRYVER.SBM) BEAM DATA Center Span Length = 29.17 ft AISC Section Left Cantilever = o.oo ft Section Depth Right Cantilever = 0.00 ft Web Thickness Unbraced Length = 29. 17 ft Section Width Live Load Not Acting with Shor~ Term Fy = 46 ksi Flange Thickness Section Area Section Weight Load Duration Factor = 1.00 rT, y Beam End Fixity Pin:Pin PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING FSA PARK ENTRY SIGN Date: 11/21/97 STEEL SECTION DATA : ts12x6x1 /2 = 12.00 in Ixx = 0.500 in lyy = 6.00 in Sxx = 0.500 in syy = 16.40 in2 r:xx = 55.68 # r:yy = 0.00 in APPLIED LOADS Concentrated Loads Live Load = 1.00 k Distance To Load = 14.59 ft Uniform Loads Dead Load = 0.33 k/ft Distance To Start = 0.00 ft Distance To End = 28.67 ft SUMMARY USING ts12x6x1/2, Max Stress Ratio= 38.51¾, Min Defl. Ratio= 465.00 TABULAR SUMMARY OF LOAD COMBINATIONS Page: = 287.00 in4 = 96.00 in4 = 47.83 in3 = 32.00 in3 = 4.183 in = 2.419 in Maximums ••• Actual Allowable Dead Load+ Loads Placed as follows Moment = 42.4 110.0 k-ft Placed DL LL LL+ST LL LL+ST .•••. Stress= 10.63 27.60 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 5.31 110.40 k ..•.• Stress= 0.44 18.40 ksi Moments .. M+@ Center = 42.4 35.1 42.4 0.0 0.0 0.0 k-ft Deflection = -0.753 M-@ Center = 0.0 0.0 0.0 0.0 0.0 k-ft fb / Fb : r. max 0.385 @ Left = 0.0 0.0 0.0 o.o 0.0 k-ft fv / Fv : ¾ max 0.024 @ Right = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio= 542.34 Shears ..• iii Left = 5.31 4.81 5.31 0.00 0.00 0.00 k Min. TL Defl Ratio= 465.00 iii Right = 5.15 4.65 5.15 0.00 0.00 0.OOk Deflection .• iii Center = -0.753 -0.645 -0.753 -0.645 0.000 0.000 in iii Left ~ = 0.000 0.000 0.000 0.000 0.000 0.000 in iii Right = 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft = 0.000 0.000 0.000 0.000 0.000 in Reactions iii Left ---= 5.31 4.81 5.31 4.81 0.00 0.00 k Reactions iii Right = 5.15 4.65 5.15 4.65 0.00 0.00 k V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 1. f) ·•.,~,. I I I I I I I l fff!J' ~ I I I I 'I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 SUPPORT RAIL_ LATERAL LOAD (ENTRYLAT.SBM) -----BEAM DATA ----- PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING FSA PARK ENTRY SIGN Date: 11/21/97 STEEL SECTION DATA Center Span Length = 29.17 ft AISC Section : ts12x6x'l/2 Left Cantilever = 0.00 ft Section Depth = 12.00 in Ixx = 287.00 in4 Right Cantilever = 0.00 ft Web Thickness = 0.500 in Iyy = 96.00 in4 Unb~,~~/e~~t\ l:c;''t}:_: ''\-~9. 1_7 ft. Live L~d Not Acting with Short \_Term Fy = . 46 ksi Section Width = 6.00 in sxx ., Flange Thickness = 0.500 in syy Section Area = 16.40 in2 r:xx Section Weight = 55.68 # r:yy = 47 .83 in3 =fJ,;, 32'.00 in3J - == · 4.183 in = 2.419 in Load Duration Factor = 1.33 rT, y = 0.00 in Note: MINOR AXIS BENDING! Beam End Fixity : Pin:Pin --------------------APPLIED LOADS -------------------- ----------------~--Concentrated Loads------------------- Short Term Load Distance To Load = 0. 70 k = 25.04 ft --------------------Uniform Loads -----------------------,-.,...,..----,--,-- Short Term Load Distance To Start Distance To End = 0.13 k/ft = 0.00 ft = 29.17 ft ----------------------SUMMARY-------------------,---- USING ts12x6x1/2, Max Stress Ratio= 14.22¾, Min Defl. Ratio= 410.01 --------TABULAR SUMMARY OF LOAD COMBINATIONS--------- Dead Load+ Loads Placed as follows Maximums... Actual Moment = 15.3 .•... Stress= 5.74 Shear = 2. SQ, Allowable 107.7 k-ft 40.38 ksi 110.40 k _ .•... Stress=· 0.42' · Deflection = -0.854 18.40 ksi Moments.. M+ iil Center fb / Fb : ¾ max 0.142 fv / Fv : ¾ max 0.023 Min. DL Defl Ra19R999999999999.00 Min. TL Defl Ratio= 410.01 V4,40 (c) 1983-96 ENERCALC M-ii) Center ii) Left Shears ..• iil Right iil Left lil Right Deflection.. lil Center iil Left = = = = = = at = lil Right 0.00 ft = Reactions Reactions iil Left iil Right = = Placed for Max 15.3 2.00 2.50 -0.854 0.000 0.000 2.00 2.50 DL LL LL+ST LL LL+ST Only @Cntr iilCntr iilCants iilCants 0.0 0.0 15.3' 0.0 0.0 k.;.ft 0.0 0.0 -o.o 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.0 0.0 0.0 0.0 0.0 k-ft 0.00 0.00 2.00 0.00 0.00 k 0.00 0.00 2.50 0.00 0.00 k 0.000 -0.000 -0.854 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.00 0.00 2.00;,. . 0.00; 0.00 k;, 0.00 0.00 2.50.'.· 0.00 0.00 k GEORGE R, SAUNDERS ASSOCIATES, _KW060361 I I ii , I -1, I I - I I I I ii I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 PAe~ fil[e'< 7lbkl. ?1"!%1 .. :::fiJ ez~ zvtfPot1" !A:1~ l JOB o/bOt~ /t,,,}26t>~t? /~61~ N 11\lb SHEET NO. +r:7 OF---------,-- CALCULATED BY_.._~-'-'-~-"--------DATE----"-\.\...._\ __ ~,___- CHECkED BY N DATE SCALE P/\t1L wt t( 216 ~ "(oi-?tol--1 Ha-1P-rf e CN 0? t7F ?,A-1 t- x Z- ?~ Zr~1ri1 (I¾,). ';;! ,2{t»,S~~n ~ (1f1:;:b) ("'::: 81-,5' . A":::. l ~ .[1. ..,_ [80 {Z~ rJ Y ~ / 1, -rt~ -t;r'r 1['-'(e,q,5') ?--z.-/.1J5' O~U--Mai: 'Poi.-e, wl ~ ~'70 f}-( V?, n ') ~ q (/Ut;~ · Pvl,,e, 1# _________ f)-rt,. $. _ I O(p Z tpl,-- . -f. _ -;;· qvwMt1~1n·) + ioVO'f-{i.i~)) ~(1--l8'?? + t2@~1b , Dt..-t-1,A...,; · · · . , : • • • • ' • ,i. ~r ,. .._., \ . -----------,----------I . -roulA-"' 'rr.0!>..j; Ty;i? ... ~~ +r 12@_ 1!:CH? + bl6 '"" ~ I .f4-; : ekf\Vl@~r&;H~ft;W-,~ :i~~D ~vF-(i<J~•)-z g7o/2 ~ :~~ .. : '. I ------------~-----Dt,r~..-ro 1,1;'N,1F .. H1D,.f't. 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I v ~ 1ii~' ( I I I ' ~ ,~ __ ,dj ------::---·---,--~y_,. _____ --~- 2 ·.:' '':': ,l. 8 - I I :: ~ : .. it,,~ I I I I I I I I ::::~~ >:;,, I I I I I f I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 ;:-,,,~~~tN J1N6 CALCULATED BY ~ DATE l~\ ~1 CHECkED ~ DATE SCALE ~le iibtY ?)flJ ' ~ : . ' t euf Port~ lUt ~ 11>. kl@ PlHf 0-l~&l'TIL>N \ / Glbr--1 ~t,tffc::?t'T fZAtL- 1"-,t -.. / --(.S, \ZX ~xy'z..-· ---_.,---- 1 I ,F=--==-~ -=-==--=-.,:;::::-:;:;;.JI L< I - - - --- 1 . I l - \ .. i ' ' ?tha¼ \AJS-e %1' f1J.<l.&.,· _____ -~-- JYJ¼W i-o,1o?C'/,t'XV 10i·) ,-1.%-7. A-t-,uMf. ~ · ~ -41,?-, ,#--/tt1 ) OL-t \A./1t--.1t? . f y~·t~: ~;~li;;;t~I ~1 ) 3 '~ttt~ ,tV ;~w11-11!7"" 17 L'i.-a> r~ ; c. +i f f-4 ~ i. -,4qn ~i · ·· · · .· ' .. ~t..<IHJO .. {{VOL,~-=--~-+~ ·-z.····4:'~4:hxvz_ + s-~-L · --· -· do,0i)fth,iE) (LV')(l/zl)x~ •---- z. · lU01 -+ ~D ~ \740' p.$1 <C??7l~f~1 . . ~2 ~,,-~ • " 8 I 11 I I I I I II I II I ii I ,I I I I I I - 1C I ~ ------~--------~ MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 :EET~tt!O/~kt.11£& ~M,1WN1 Nb CALCULATED BY ~ · DATE \\) ~1 Phone (619) 497-2118 Fax (619) 497-0429 CHEC~ED BY-----,----DATE SCALE Ftftiv ~~i0bil --- ~btJ ft!~.: ·AffUHGI'37e><6x ¼ /J. -=-0,!'2-11 -\ -· T ~11k~ ~PAN 2loN/ at:-h:rlfTT ot:J. aF:: ('=?ldk. • ••.••• .<, L'J._-z-/:L Ll, -r~ r;,6 x10-1P (zq, 1,1 x 1zir.f~'(f::l>~ ::.. t7, IZ 11 /4.~~ . i ~ F;_:;. LJ~0 .:.(01ll/)!3;cz9@)~s0(16;;1Vl4] -~,--l_,,.1' -(!l, s ~ 2-, X /7 Z--B ~A -::-0,5l& koP t-aitP rv x-x T" Ol~"'TION ~ a/.-f~.-~PU1""'--C-s8~8><Vt--~ ~c.o~~TI6N -A~ wit.Jy;>-r ,O.l"> "'l..:ix.:-;+ AV-y .._, , .. · ' j 11,5 t . ·_J@_~~BJ)"-+{"~:~Jil - - -_:,__; --"t,:--~-t,JJtl-&-0-., '=1,0j lf ___ 01::=- Am®<~ o,_O"DS h --o, ®.SCt, .6')(1~---=---; ' .;: ' -/~ ~ --i;)t?;,q,, /-~-; ' ' . - Hi~ 1113'(tZF.J0+-l~5i~ 46,W~--W; . ,-' I \ f ' I J I I I I I I I I I I I I I II. f'.?="\_: ~ MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN DESIGN PARK ENTRY SIGN FILE: B215COL.SCL PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING PARK ENTRY SIGN FSA Date: 11/21/97 Page: H-11 ----. COLUMN DATA ------------------APPLIED LOADS -------------- AISC Section Column Height Fixity al Top fixity al Bottom Unbraced Lengths ... ts8x8x1/2 = 11.50 ft Free Fixed For Y-Y Buckling = 11.50 ft ForX-XBuckling = 11.5Qft ----DESIGN DATA ---- Axial Dead Load Live Load Short Term X-X Axis Moments: Fy = 46 ksi Y-Y Axis Moments Load Duration Factor = 1.330 Live & Short Loads Don't Combine Sidesway ..• X-X Axis : Free Point Loads Y-Y Axis : free Effective Length Factors... Uniform Loads X-X Axis = 2.00 Y-Y Axis = 2.00 = = = Top Bottom Btwn Ends Top Bottom Btwn Ends X-X Axis Y-Y Axis x-x Y-Y 4.80 k "Y" Eccentricity 0.00 k "X" Eccentricity 0.0 k = = 0.00 in 0.00 in -Dead - -Live --Short --X:Start - -X:End - = 0.0 0.00 16.50 k-ft = --None-- = --None-- --None- = --None-- = --None-- = 0.0 0.00 0.50 11.50 ft = 0.0 0.00 2.50 k 11.50 ft = -None- = --None-- ----SECTION DATA -------------------SUMMARY--------------- Depth = 8.00 in Width = 8.00 in Top Thickness = o.soo in Web Thickness = 0.500 in Area = 14.400 in2 Weight = 48.892 plf rT = 0.000 in Ixx = 131.0in4 Sxx = 32.8 in3 Rxx = 3.02 in Iyy = 131.0 in4 syy = 32.8 in3 Ryy = 3.02 in Combined Stress Ratios ..• Formula H1-1 Formula H1-2 Formula H1-3 Actual & Allowable Stresses ... Fa : Allowable fa: Actual Fb:xx: Allow CF1-6J II II CF1-7 & F1-8J fb:xx Actual Fb:yy: Allow CF1-6J II II tF1-7 & F1-8J fb:yy Actual Max X-X Axis Deflection = = = = = = = = = = = = -Dead - -Live - · DL + LL· -DL + ST - 0.021 16.02 0.33 30.36 30.36 0.00 30.36 30.36 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.381 in at 0.021 0.374 16.02 21.31 ksi 0.33 0.33 ksi 30.36 40.38 ksi 30.36 40.38 ksi 0.00 6.05 ksi 30.36 40.38 ksi 30.36 40.38 ksi 0.00 10.53 ksi Max Y-Y Axis Deflection = -0.576· in at 11.50 ft from column base 11.50 ft from column base -----------------Intermediate Stress Calculation Values----------------- F 'ex CDL+LL) F'ey CDL+LL) F' ex CDL+LL+ST) F' ey CDL+LL+ST) = = = = V4.4D (c) 1983-96 ENERCALC 17834 psi Cm:x (DL+LL) = 0.85 Cb:x (DL+LL) 17834 psi Cm:y (DL+LL) = 0.85 Cb:y (DL+LL) 23719 psi Cm:x (DL+LL+ST) = 0.85 Cb:x (DL+LL+ST) 23719 psi Cm:y (DL+LL+ST) = 0.85 Cb:y (DL+LL+ST) = = = = 1.75 1.75 1.00 1.00 GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I ·I I I I I I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 DESIGN OF EMBEDDED POLE FOOTINGS PARK ENTRY SIGN FOOTING PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING PARK ENTRY SIGN FSA ---------DESIGN DATA --------- \ \ \ Al low Passive Max Passive Load Duration Factor Point Load Load Height Dist. Load Start Height End Height --1 -- 350.0 psf 3500.0 psf 1.330 4000.0 # 13.00 ft O.Oplf 0.00 ft 0.00 ft Circular 36.0 in Pole Type Width/Diameter Surface Restraint ? Restrained ----------SUMMARY---------- Moments@ Surface •.• Point Load Uniform Load . .. Total Moment Total Lateral Load -NON-RESTRAINED RESULTS - Min. Req'd Embedment A(1+(1+4.36h /A)A.5)/2 A=2.34P/(S 1 b) Press@ 1/3 Embed Actual Allowable -RESTRAINED RESULTS - Min. Req'd Embedment (4.25*P*h/S3*b)A.5 Pressure@ Bottom Actual Allowable Surface Restraint Force --1 -- 52000.0 ft-# 0.0 ft-# 52000. 0 ft-# 4000.0 # 5.41 ft 2517.9 psf 2517.9 psf 15883.5 # Page: \..\1'2-. V4.4D Ce) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I 'I I I I I I I I I I I I I I I I I I BEG.INNING INDEX SUBJECT GENERAL PARKWIDE STRUCTURES WEST COMPLEX · EAST COMPLEX FIRST AID/LOST CHILDREN BUILDING TICKET TAKERS FACILITY TICKET BOOTH BUILDING SECTION A B ¢ D E F rt I I I I I I I I I I I I I I I I I 1· z I- a: <( ~ d z z Z MARTIN & DUNN, INC. ::J StructuraJ & Civil Engineers 0 7801 Mission Center Ct., #400 San Diego, CA 92108 Phone [619] 497-2118 Fax [619) 497-0429 STRUCTURAL CALCULATIONS FOR Legola-nd Carl·sbad (M&D PROJECT NO. 960240.00) Begin.nin-g Cluster (F·GMP Package) Volume 2 Sections C - F Architect of Record: Hellmuth, Obata & Kassabaum For Building Department Plan Check Submittal October 17, 1997 ·1 I I I I I I I I I I I I I I I I I I SUBJECT Gravity and Lateral Loads Roof Framing Columns CMU Walls and Footings Lateral Analysis Roof Diaphragms ShearWalls Foundation Designs Computer Output SECTION C EAST COMPLEX INDEX SHEET NO. 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Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 4·97.0429 :~:-J-~ SHEET NO.--------OF------ ;/ . ...-,...ii.-....---.-t ·::/..,-; 1 CALCULATED BY~}-·· '..::....f.;.._t' _____ DATE --. ' CHECKED BY---"------DATE ____ _ e~fA:I k A:\t.t>.;A eoo-P-~~--t--4'7 /?@v-Uts-1-.,1 Jt I l.A..... )1--~0vi COO TO \ l-!?,::=-F,:.. ·;1v;1 -·1~::-1,;z.7-cr:::.("70'-'"',1'1-::.: hj;.?:,\/?/ r _ _,,. v._... -"Vt ~ _ .. ,\.,,. / -· ..,rF r .....,.-t-- 1 I • 1 ~ ,ar..-' /;~ft:',... I) ~c.> ,i-..-,, 1""1 r,-... 1../ L.-v:: 1 &-r '7r-"L</'-'''-;::, /_-::. ;:.,··rt "....,1.:..--- V)TL-~ gt;s r7L-fZ- t l 1--,-:2_;1 L~ "?~ 1 -r.A-·.::. -ZB,i::sl (·-771 )2. c-J,· 4c) ,c; ;;1=-·10 · I;;. ~ 1.241'1 .J1.-ir; ct(/1-t±. L--·L--wt::o~~ ct.v --ro )' --z-p"".?-12 \~ACL,-, \!\Jr····. :J)CL.-::.S 1~}1/l_,-~ c~R--v1.,e·c~~Z-. 17,-i. wT. i4Mt0T. ~,.) L,-L-:-"74 Z fl.,~ ?P/4 I?-L,L, & C.AiJ-[ u..J 'fl..-::. £? ~ P1.,,rz: ~7-e; e--ftA I/ L, l.tL I I l . · I I I I : ~· I L,,l~t& 8 71/4--y l '11/2--Gi.,,·~ C z I 1/4 11 1 v~1 -r'A---Av'(t1.e),;, 120"' 7~ ~v )%Y?LA ~~ --ft? It-f 7P llJ 17L-~ I~ f'~~ (Z1.'3') -;. M,? Pl,f-- 1,{) w'-!"2-f?F-('21l5'): _'-~~t>. f'L.f. W(t,,~ t1I3 f!.f- I I I I I I I I I I ... . . ·. -~ .. ::-'~ .. - 1 I I I I I I -I I \) MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 94108 - Phone (619) 497-2118 Fax (619) 497-0429 t '1l,' 1 t,-1 tJ1z.;.t :t-1 A-11, E- INC t. INtL--. IP'v1.V![ !?'N . vff. W¥1~~--¥~ I I VJ~-t'.' I I [ . I I I ~?'I t f1)3'}6Ji \Ntl. ~tt wr. i?~r ~0AB~(t? 1 I 1/Jrf,oop I I I I \rAtl ·,.,.. ~ VJ(. 1 1 t o/l}g~ '~ff~Jr. JOB /&#::?L-~v --1?10,r+---ltJnJb SHEET NO. C,, c; OF --------,.. ~yA---1~/4,~-'7 CALCULATED BY l /~ DATE _ ___.,-,-,' --'-' __ _ CHECKED BY---'-----------DATE ____ ____ t;")t.,. 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L-,l./-/l,of~¥ vJt?L.,::-!8p9r-( t.o,:51)-c teq p~y L,t)!).,< ZoV1tz= (!DL~? ~ ??lo f!.,,r '3'7/'l fi;f' ~~'?.f' II\,~ l/t,{Yz,,){1q,)('Ztf') ~ Y?~ -7p fAi,;. \Oi':7'{94-')-~ ~?1 7p= £fA~ .tf107P w ~v1av To lbpi~i:; VJ1:,t,r = Lt~ (7-f1/tJ ~ Z.~2 ~ vJi,.1,.,, ~. J(df17~ {2/J'/i):: Zt4 fW·· -~t1b ft;f" lU-~i ~ lif~ (lO~'?'} z. 1e1 PW ~u .. z ::. lbf<f~(10,q/) $. lv~ ¥-i-:f ~7"} f?l..1~ I I I I I I I I I I:··?) I I I I I I I · .... ~ - ···-.':)· ,·· I .·. I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 VJp ....... ' r j --I 1 .1 )1-,-C--=· 1 , t 1i:i 1,~ \Na,. f;,M vJT. ---. / J 1 ( /,1,. i--r") \.¼'-l !• SHEET NO. C: 1. OF ____ _ CALCULATED BY ..... ~..;,..;~A--'-, ~----'-----'--DATE -. ~' 6_,_) ___ q-; __ _ CHECKED-BY~------DATE ____ _ ia,/1 / I -,..-: 1.\·z,-,-r /~M ~--v SCALE V? ~ U'.:1/_. ,_,,::,..,-! -~ tA7 e;·k : l,,L. e,. 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I TJl®/60C Joist Allowable Uniform Load (PLF) s:;::)ed Roof Only· Parallel TJI® Joist· Performance Plus® Web Material Simple Span c,,q I Depth 11'18 14 16 ·,s 20 22 24 26 28 30 Span I i ,a 232 255 n .. 3i0 331 I 331 352 ! 358 358 19 220 242 2:3 ... 283 3~ 3 313 333 340 340 --20 208 230 251 ... 2i8 298 I 298 3i7 ! :;22 222 21 194 2,8 238 :.;: 265 283 283 302 I 307 307 22 '70 208 22S ... 253 271 2i1 288 293 293 23 '.51 200 2"8 -242 258 i 258 276 281 281 ... 24 1$4 191 2:s :·: 232 2.(8 248 263 ' 268 266 25 --c 172 2C1 222 238 238 253 i 258 258 I, .. .. 26 106 154 ·,93 ::-: 213 230 i 230 243 i 248 248 27 96 139 186 206 221 i 221 235 I 238 238 I i 28 86 125 ·,59 . :: 198 212 212 226 I 230 230 29 iS 113 153 192 206 I 206 218 I 222 222 ' .. ; ·1 ' 30 i1 103 i39 186 i98 I ·,es 211 i 215 215 31 64 94 127 ·:..: 180 192 I 192 205 i 208 208 32 59 86 116 -:· I 173 185 ' 186 196 i 201 201 ' I 33 54 78' 106 . ;: ! i67 181 ! 181 192 I 196 196 34 49 72 97 . 157 ii5 175 186 I 190 190 35 45 S6 90 .. -147 166 170 i61 785 ·,as .,., '" C 0~ ~ i36 157 166 i76 178 178 37 38 56 76 ... 126 148 158 171 -,;5 175 .. 38 36 52 i1 .. '117 741 150 165 ~70 1,0 .. 39 33 48 66 .. I 108 133 ·,r 142 '.56 165 165 ··-.. .. -, .• 40 45 61 .. 101 i25 136 148 · . 161 161 41 42 57 .. 94 116 /'1.~: 141 l 153 . 157 .. ; 42 39 53 .. ; 68 108 135 ., 146 153 43 36 49 .. 82 101 117 128 jc;· 140 ''l 150 44 34 46 .. I 77 95 112 122 ,:_;·:r·· 133 · . \,c ,·c· ;~}~. . , 45 43 I 72 89 107 127 i •' ! ~ .. ~.,-·---·-,-~ It 46 41 =~ i 67 84 I 102 112>· ,22 <--131 Multiple Span Depth 11718 14 16 i8 20 22 24 26 28 30 Span 18 191 200 208 L..;O 247 300 318 322 322 322 19 181 190 198 225 235 285 301 305 305 305 20 172 180 188 2·5 223 270 286 290 290 290 21 163 171 178 2:5 212 257 272 276 276 276 22 156 163 171 ·,s 202 246 260 2€3 263 263 23 150 156 163 "Si 193 235 248 252 252 252 24 143 150 156 . ·s 186 225 238 241 241 241 25 137 143 150 ·, 178 216 228 232 232 232 26 132 138 145 "£5 171 207 220 222 222 222 27 127 133 140 150 165 200 212 215 215 215 28 114 128 135 '.53 160 193 205 207 207 207 29 104 123 130 ·~5 ·,53 ·,86 197 200 200 200 30. 94 120 125 ~ .!.3 148 i80 191 193 i93 193 31 85 116 121 ~ 38 i43 ,75 185 187 187 187 32 i8 112 117 '.35 140 168 178 181 181 181 33 72 104 113 •3:i 135 1€3 173 176 176 176 34 65 96 111 -:2s 131 i58 168 170 170 170 35 60 88 i 107 "<2 127 155 163 166 166 166 36 56 81 ! 105 '.2:1 123 150 161 161 161 37 50 74 101 ~ ~6 i56 i56 158 38 48 69 /· 94 in . I 152 152 152 39 44 64 88 t~ ~:-:~;;1 148 148 148 40 41 60 81 145 145 145 41 38 56 76 ;s I 141 141 42 36 52 70 Si I 137 137 43 33 48 65 86 135 135 44 45 61 80 131 131 45 42 57 76 127 128 '• 46 ..... 40 54 70 122 126 1. Values shown are maximum allowable load capacities of the joists in pounds per lineal foot (PLF) based on uniformly loaded conditions with web stiffener and bearing leng1h criteria shown on page 3.2 (lower or higher load capacities may be possible with different criteria, use the TJ-SpecT" software program or contact your Trus Joist MacMillan representative), and assume provisions for positive drainage (¼" per foot slope minimum). 2. Multiple span table can be used for two or more span conditions. Use the longest span for sizing. Where ratio of short span to long span is less than 0.4, use the TJ-Spec™ software program or contact your Trus Joist MacMillan representative. 3. Values in gray fimii3iif areas may be increased 4% for repetitive member usage if the criteria on page 9.2 are met. 4. Camber (2250' radius) is available for simple span applications only. Contact your Trus Joist MacMillan representative for availability. 5. For loading conditions not covered by these tables {eg.: concentrated loads), use the TJ-SpecrM software program or contact your Trus Joist MacMillan representative for assistance. -- REV. 7/96W 5.5 I I !? 'I I 'I I 'I I TJl®/55C Joist Load Tables/Non-Snow (125%) Performance Plus°' Web Material • Parallel TJl'E Joist· S :ped Roof Only Allowable Uniform Load (PLF) Simple Span Depth 11¼ Span 18 232 19 220 20 223 21 .--1i/ 22 ·155 23 ":27 24 122 25 ,CS 26 97 27 67 28 iB 29 7i 30 64 31 58 32 53 33 49 34 45 35 41 36 38 37 35 38 39 40 41 42 43 44 45 46 Multiple Span Depth Span ,s 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 .. 43 44 45 · ... 46 --- 117/a 191 181 172 163 ·,ss 150 143 m 129 116 104 ~ 85 n iO 65 60 54 50 46 42 40 37 34 14 255 2~2 23J 2·,s 2:2 1S8· "176 "157 i4G 126 ·,·,, iC3 93 es 76 71 €5 60 55 51 47 44 41 38 35 14 200 190 180 171 163 156 150 143 123 ·120 113 104 94 86 80 i3 68 62 58 54 50 46 44 41 38 36· ' i I i i i i i ! r 16 2;s m 251 23S 228 2~E 2:s 2G-: 788 ·,69 153 138 i26 'i'14 1C·5 '95 88 81 i5 €9 64 59 55 51 48 45 42 39 37 16 208 ~98 188 178 171 163 156 150 145 140 135 ',30 125 121 117 113 111 105 98 S2 85 78 73 68 64 60 56 52 ... 49 -, 18 2&7 2-2 258 246 2'< 225 2·5 ,.-_.;/ '.98 '.81 , E1 168 ~57 ~4i 135 i25 ·,·,4 -105 97 90 63 77 72 67 62 58 54 51 48 18 238 226 215 205 196 157 1i8 172 165 160 153 ·,48 :43 i38 135 130 122 ,.c:' .116 t ·,,. 110 i'::;·,· ,03 i i 20 ;·o ::; 2-5 ::5 ::3 --:: ---~;2 2· 3 ..:.::- · ;.e . ;J 1ii :56 :55 i47 '38 · 21 · 23 ··4 ·:s ;s ;i :5 -9 ·4 :9 :5 :1 20 223 212 m ·93 '66 ~~8 1i1 '.65 '.60 22 331 3~3 298 283 2i1 258 248 22-8 230 221 2,2 206 197 185 173 163 153 145 137 130 123 117 111 105 98 91 86 80 75 22 300 2S5 270 257 246 235 225 216 20i 200 ,93 186 24 26 331 352 3;3 333 258 ... 011 283 302 27~ 288 258 276 :.ca ... <O, 238 253 230 243 ! 221 235 ! 2-:2 226 206 218 198 211 192 205 j 183 198 173 188 163 m 1 153 167 145 158 -· 137 150 131 142 123 135 117 128 112 ::.:, 122 -107 116 102 111 97 106 . 93 .. ,, >101 88 . -97 24 26 318 322 301 305 286 290 272 276 260 263 248 252 238 241 228 232 220 222 212 215 205 207 i97 200 191 193 185 187 178 181 173 176 163 170 153 166 . '¥/·.:~:;:~~~r\:::.w~~~:c••-J 28 358 340 322 307 293 2E1 268 258 248 238 230 222 2,s 208 201 196 190 181 171· 162 153, 146 OJ 138 132 126 120. 115. 110 105 28 222 305 290 276 263 252 241 232 222 215 207 200 193 i87 181 176 170 166 161 ' . / \ ,..., ---:- 30 358 :40 322 307 293 2E1 268 258 248 238 230 222 215 208 201 196 '.90 i 85 178 i73 i65 157 14ir ' 142 135 128 123. 117 112 30 322 305 290 276 263 252 241 232 222 215 207 200 193 187 181 176 170 166 161 i56 152 i48 145 1. Values shown are maximum allowable load capacities of the joists in pounds per lineal foot (PLF) based on uniformly loaded conditions with web stiffener and bearing leng1h criteria shown on page 3.2 (lower or higher load capacities may be possible with different criteria, use the TJ-Spec"' software program or contact your Trus Joist MacMillan representative), and assume provisions for positive drainage(¼* per foot slope minimum). 2. Multiple span table can be used for two or more span conditions. Use the longest span for sizing. Where ratio of short span to long span is less ., -.. than 0.4, use the T J-SpecT" software program or contact your Trus Joist MacMillan representative. <JValues in gray ~ areas may be increased 4% for repetitive member usage if the criteria on page 9.2 are met. I ... Camber (2250' radius) is avail.able for simple span applications only. Contact your Trus Joist MacMiflan representative for availability. 5. For loading conditions not covered by these tables (eg.: concentrated loads), use the TJ-Spec™ software program or contact your Trus Joist MacMillan representative for assistance. I 5.4 REV. 7/96 W ·/ _;_;-., ----------- I TJl®/35C Joist Load Tables/Non-Snow (125%) Performance Plus® Web Material· Parallel TJi£ Joist· S':;)ed Roof Only Allowable Uniform Load (PLF) I , , Simple Span v:1 epth 11'/4 14 16 18 20 22 24 26 28 30 Span I 12 338 350 362 ~cs · ,30 ,,o ,37 437 43i 13 3i2 323 335 ;-3 ... 295 406 405 ,cs i:s 14 290 300 311 :~i ---358 377 m 3i5 375 15 256 280 290 Z32 ---31:3 352 350 350 250 16 225 252 271 :,:3 . -322 330 328 328 328 ! '\ 17 200 2.:3 255 255 -·. 3:3 3, 1 308 3,•S 18 177 217 .,. ::~0 m 2S3 2S2 222 L• I --19 160 195. 228 2S3 2·· 278 276 t'.'6 -.. ii 20 143 & 206 228 2:~ 257 263 262 2€2 I 21 124 160 187 207 ~.;~ 2~5 251 250 250 I 22 109 146 171 iSS 2"\3 233 240 238 238 23 96 133 1_56. 173 '.~5 217 230 228 228 24 85 :22 143 158 18-~ 200 211 218 218 25 i5 ,,o 132 i'-6 ~ss 183 195 210 210 I 26 67 9S 122 135 :52 170 180 -202 27 60 68 113 126 ;.!J 157 -166 28 54 i9 105 116 '.32 146 155' 29 49 72 98 i08 i22 136 145 30 44 €5 89 101 :15 127 135_ I 31 i:o 59 81 95 120 126 32 37 54 74 90 1 112 ,1s , 33 33 49 67 83 105 111 34 45 62 i8 100 105 '. _ 35 41 57 i5 l 93 · sa-~:-:c -- I 36 38 52 E9 88 : ,93_,· 37 35 48 54 83 _: 88 38 45 59 f-so : 83 __ .,_ .. , __ 39 41 55 £.7 . 75,' 80,:;. - I 40 38 51 :5 71 7{'·: Multiple Span De th 11¾ 14 16 18 20 22 24 26 28 30 I _,) Span ., .. J 12 250 270 277 342 ::52 363 373 435 437 437 : ... 13 231 250 256 3i6 225 335 345 402 405 405 14 2i3 231 237 293 3:2 311 320 373 375 375 I 15 200 216 222 273 2S2 291 298 348 350 350 16 187 202 207 257 ::es 272 280 326 328 328 17 176 191 196 242 ,~s 256 263 307 308 308 18 166 180 185 228 ;:35 242 248 290 292 292 19 157 171 175 216 ZZ2 230 236 275 276 276 I 20 162 166 206 2i1 217 223 261 262 262 21 155 158 ,95 201 207 213 248 250 250 22 146 151 ~&7 ,s2 198 203 237 238 238 23 :tt;t:S:~iiJ;}~~-i~----·e3 190 195 227 228 228 24 '.76 181 186 217 218 218 I I 25 '.65 175 i '.80 208 210 210 26 85 152,i:,; \': 167 i 172 196 I 202 202 27 78 141;',;_.·,_-~ 15~~ 166 tj~~F{:1:f£] 195 '.",,"' ,;-:,. 28 72 132'4 ·, "!".""'-146 -'· -167 ~:. ;· •... ,t':'7.·"~ .:,:;··:'" . 29 65 ~~-t[:t\;~t ~~·\;;:; 181 I 30 58 31 53 32 49 33 44 I I 34 41 35 37 36 34 37 38 I 39 40 40 37 ,. Values shown are maximum allowable load capacities of the joists in pounds per lineal foot (PLF) based on uniformly loaded conditions with web stiffener and bearing length criteria shown on page 3.2 (lower or higher load capacities may be possible with different criteria, use the TJ-Spec"' I 1-software program or contact your Trus Joist MacMillan representative), and assume provisions for positive drainage(¼" per foot slope minimum}. 2 . Multiple span table can be used for two or more span conditions. Use the longest span for sizing. Where ratio of short span to long span is less .-than 0.4, use the TJ-Spec™ software program or contact your Trus Joist MacMillan representative. :_: .-:Values in gray i1mirel areas may be increased 4% for repetitive member usage if the criteria on page 9.2 are met. .. •. ~ I K Camber (2250' radius} is available for simple span applications only. Contact your Trus Joist MacMillan representative for availability. : : _-, ~ ... ~ 5. For loading conditions not covered by these tables (eg.: concentrated loads}, use the TJ-Spec™ software program or contact your Trus Joist MacMillan representative for assistance. I 5.2 REV. 7/96W I I I I I I I I I I I I I I I I I I I TJI® Joist Design Properties/Performance Plus® Web Material ct?- I Reaction ·Properties 1•> 1•H•> Basic Properties End Reaction (11:!s.) Intermediate Reaction-(lbs.) (/) El at . Efl3l 3¼" 5¼" ·'l! T JI® Joist with · 1%" 3¼'' -·-5¼''. /7)_ .. --~-7r,m--;;__ (ii TJI® Joist with Glue-Nailed • r.r, Joist Nailed Plywood Plywood Floor Bearing Lenoth Bearing Length Bearing Length Bearing Length Joist Resistive Vertical Depth Weight Moment <1> Shear 12> El X 106 Floor Sheathing She13thing · Web Stitleners·"l Web Stltleners <&J Web Stltteners 1" Web Stiffeners "' (in.) (plf) (ft.-lbs.) (lbs.) (lbs.in.2) 10• lbs. in.: 106 lbs. in.2 No I Yes· No I Yes No Yes No I Yes 11% 2.8 I 5765 ' 1925 4i9. 4"" c::.-511 · 1255 ! 1505 ! i685 I 1925 i 2625 l 3000 I 3245 l 3615 I:>, 14 I 3.0 I 7050 2125 .. 622 s~~. I . 743 J255 . 1505 : 1685 I 2125 '. 2625 ! 3245 i 3245 i 3865 -I 16 3.2 ' 8265 : 2330 ! 857 925 1003 1255 1.1505 ! 1685 I 2330: 2625 I 3330 I 3245: 3990 u 18 3.5 : 9160 2535 1137 1 ---~.:--. 1306 .. i255 . 1505 , 1.685 l 2535 : 2625 : 3330 ! 3245 · 4115 LI') 20 3.7 i 10340 2i40 .. 1464 15,~ I 1656 NA I 1505 l NA I 2680 I NA i 3330 I NA. i 4235 M ' .. i: 22 3.9 ! 11495 2935 : i841. 1c:::-2052 NA ' 1505 i NA i 2805 ! NA l 3330 i NA i 4360 ~~, ~ 24 4.2 12165. I 3060 i 2270 23f.! 2493. NA i. 1505 ! .NA .I 2925 I NA I 3330 ! NA ! 4485 ' 26 4.4 ! 13240 '. 2900 : 2i54 · 26S.2 2985 NA . 1505 : NA ·1 2900 . NA,., .4610 NA 1·5225 28 4.6 I 14310 ! 2900 ! 3297. ~25 3528 .NA /.1505 i .NA I 2900 '.NA: · 4735··:. NA· l 5350 30 4.9 .I 15385 ' 2900. ' 3899 ·. 402: 4124 NA ! 1505 i NA t 2900 NA· · 4840 · · NA-. l" 5475 117/a 3.2 i 6430 i 1925 ~-! 460 5i5 559 1255 I 1505 r 1685 I 1925 i 2860 I 3230 l 3475 I 3850 14 3.5 I 7915 2125 ·, ·; 666 7~c 816 1255 i 1505 i 1685 I 2125 : 2860 I 3330 I 3475 i 4095 16 3.7 9320 l 2330 r 9.15 1025 1106 1255 ! 1505 i 685 7 2330 I 2860 ! 3330 I 3475 I 4220 u 18 4.0 I 10365 ; 2535 ' i255 1se2 1447. 1255 i 1505 : 1685 I 2535 ! 2860 3330 I 3475 ! 4345 0 20 4,3 I 11725 I 2740 I . 1616 1735 1833 NA l 1505 i NA I 2680 i NA i 3330 I NA ! 4470 "=" I. @" 22 4.5 I 13095 I 2935 2030 216-! _ 2272 NA i 1505 1 NA I 2805 ! NA I 3330 i NA 1 4595 ~ 24 4.8 13950 I 3060 -! 2501 26-'7 . 2765, NA ! 1505 ! NA I 2925 I NA I 3330 I NA I 4715 26 5.1 15270 i 2900 ' 3031 3;55 L 3310 . NA i 1505 ·1 NA I 2900 · NA:-;;: 4840 ,;"f; Nk-J' .5460., . ' 28 5.3 16555 j 2900 I . 3624 . 37E3 3912 NA I 1505 I NA I 2900 f:. Nk:/}:: 4840,.:Jf.;' NA · .I 5585 · I 30 5.6 I 17800 ' 2900 ! 4281 4~~ 4570 NA I 1505 .I NA I 2900 · Nk"·Y-4840,1,:·· NA, :1-·57~, 11¼ 3.6 I 8925 I 1925 I 6.19 661 731 1255 I 1570 I 1685 L 1925 I 3130 I 3450 I 3675 i 3990 I 14 3.9 I 10920 ! 2125 ' 912 . 9EE 1063 1255 ! 1725 I 1685 I 2125 ! 3130 I 3605 I 3675 i 4150 :;..15 4.1 I 12810 2330 i 1245 1346 1431 . 1255 I 1885 1685 I 2320 I 3130 I 3765 3675 I 4305 u 18 4.3 14200. ' 2535 ! 1638 . 1i62 1861 1255 l 1885 I 1685 I 2320 I 3130 ! 3765 3675 : 4305 ! LI') 20 4.6 16030 I mo ' 2093 223€ 2351 NA i 2045 I .NA I 2475 I NA I 3920 NA I 4465 LI') I I i" 22 4.8 I 17825 I 2935 ! . 2612 2ii-' 2903 NA 12200 I NA i 2635 I NA ! 4870 NA ! 5410 ~ 24 5.0, 18870. I 3050· I 3198 3376 3519 NA I 2200 ! NA l 2635 I NA I 5185 NA ! 5730 26 5.3 20535 I 2900 i 3854 40-'5 4~97 NA ! 2345 ! NA I 2795 t; NM-lif.5800.i IX'.NA,,:J ·:5800.~ .. 28 5.5 22205 i 2900 ! 4583 . 4i6! 4945. ,NA I 2345 i NA .l-2900 Tir.NAt'I, .. 5800, ;;.\NA,;'~ -5800 . -_. :·:i 30 5.8 23870 l 2900 I 5386 559:. 5761 NA I 2345 i NA I 2900 :; .NA'{:ffo:5800,'-tK'l'JA't .1~-ssoo .. 111/s 4.1 9995 · I 1925 ! 686 752 805 1255 ! 1570 I 1685. I 1925 I 3130 I 3450 . 3675 I 3990 14 4.3 12310 ! 2125 . r 1015 1-104 1175 1255 I 1725 I 1685 I 2125 i 3130 I 3605 3675 I 4150 16 4.6 14500 I 2330 I 1389 1500 1589 1255 I 1885 I 1685123201 3130 I 3765 I 36i5 I 4305 ~ .:..18 4.8 16130. ! 2535 .I . 1829 10·, .. 2070 1255 I' 1885 I 1685 1·2320 i 3130 I 3765 3675 I 4305 ~o- t0 20 5.1 18260 I 2740 i 2338 2.!.95 2620· NA I 2045 I NA I 2475 I NA T 3920 NA I 4465 @' 22 5.3 20395 I 2935 i 2918 3096 324'1 .. NA I 2200 i NA I 2635 i NA I 4870 NA i 5410 ~ I 24 5.6 21735 I 3060 I . 3572 3770 3931 . NA I 2200 I NA l 2635 I NA 1.5185 NA I 5730 26 5.8 '23800'. I 2900 . I 4302 4519 4694 NA. I 2345 I NA i 2795 W NA?:,t 5800'!; t~:NA'r'J: 5800;:,' 28 6.1 25805 I 2900 I 511-1 53.!.3 5531. NA T. 2345 I NA 1 2900 T?rNA'#A'i:'58011ll ;§i!NA~i!5800, 30 6.3 I 27750 I 2900 I 6002 62,q I 6442 NA I 2345 ! NA I 2900 lf·.NA'~ili.5800.s'i~.:.NA*'3t5800:-! The stated allowable design properties are for loads of normal duration. Adjust;;;ents to the allowable design values shall be in accordance with the applicable code. 1. Maximum Resistive Moment values may be increased 4% for Repetitive II.ember Usage. See below for criteria. 2. For possible increases in shear capability see below. . 3. For deflection calculation only. Assumes ~i" plywood or other wood-based structural use panels. 4. Interpolation between l:)earing lengths and joist depths is.permitted for aliowable design reactions. 5. The minimum bearing length is permitted to be reduced for joists supported by hangers if supplemental nail attachment is provided to the web stiffener. 6. Allowable bearing lengths have been determined based-on Trus JoistMacMillan products. Allowable bearing on supporting· members shall be checked. 7. [§Hacleo'areas indicate 5¼" and 7" bearing lengths at intermediate reactions. 8. Refer to page 9.2a or 9.2b for web stiffener details. T JI® Joist Shear Design When joists are used as simple-span members, the design shear is equal to the shear at the face of the support. When joists are used as multiple-span members, the design shear is the calculated shec!r at the interior support reduced by the following: ~"".here: ·.-:_) 9.2 R = [K1 + K2(W -100)] S 18% R is the percent reduction W in PLF is uniform load K1 = 1 O,OOON12 K2 = K1/100 V,2 is the allowable shear for an 11¾" joist Repetitive Member Design Structural wood products µsed repetitively· can be shown to share loads between adjacent memt;,ers, increasing the total load carryil')g capacity of the-system. The criteria for increases in-flexural stresses for repetitive memoer usage is as follows:· 1) 3 .or more members are adjacent. 2) Member spacing is ?4"-on-cer:iter or less. ;3) The l"(lembers are joined by transverse load-distributing elements (decking) adequate to support the design load.· Products with greater consistency, such as Microllamf-Jaminated veneer lumber (LVL), logically are given less credit for repetitive member increases; therefore, it has been determined that the increase in flexure shall be 7% for products utilizing machine stress rated grades of solid-sawn lumber and 4% for products utilizing Microllam(! LVI..,. Increases, where appropriate, are so indicated in the load tables. REV. 7/96W ... ·.·.·.·:.·· I I I I I I I I I I •• -:: .. 1 :·::.,·:;! I I I I I I I ·J ... . . I I < --~---·-· MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 . GENERAL TIMBER BEAM DESIGN RETAIL AREA ROOF BEAM #1 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING pate: 10/07/97 • I,... Page: c.,..:::, -------------'-BEAM DATA -----------------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 8. 75x18.0 End Fixity = 8. 750 in Elastic Modulus = = 18.00 i.n Beam Density -- = 1.50 in Load Duration Factor = Pin:Pin 1800000 psi 35.0 pcf 1.25 = 2400 psi B~am Wt. is Added to Loads = 165 psi End Shear Calc'd at Support Center Span Left Cantilever = = Right Cantilever = 27.00 ft 6.00 ft 0.00 ft ----UNBRACED LENGTHS---- Le: Center Span = Le: Left Cant. = Le: Rig~t Cant. = 0.00 ft 0.00 ft 0.00 ft = 65.0 psi --------------------APPLIED LOADS -~~--------------...--- Uniform Load@ Center Span: DL =,513.0 ·plf LL= 342.0 plf· -----------------------SUMMARY--,----,------------------- USING 8.750 X 18.000 B~am, Max. Pos Mom @ 13.50 ft=. Max. Neg Mom @ 27.00 ft= Max @ Left = Max @ Right = Max. AL Low Moment = fb Max. Actual = Fb : AL lowable = Ck= .811(E/Fb)A.5 = Rb= (LeD/BA2)A.5 = Cv per UBC 2312.4.5 = Center Camber = V4.4D (c) 1983-96 ENERCALC Bending = 77.63%, Shear= 55.69% 81.40 k-f·t Shear: Max. @ Left = 12.06 k 0. 00 k-ft .... used for dsgn = 1.8.09 k 0.00 k-ft .... Area Req'd · ·= 87. 70 in2 0. 00 k-ft Max. @ Right = 12.06 k 104. 85 k-ft •.•• used for dsgn = 18.09 k 2067.3 psi .... Area Req'd = 87. 70 in2 2663.0 psi fv : Max. Actual = 114.85 psi Fv : Allowable ~ 206.3 psi 19.87 0.00 Bearing Req'd@ Left = 2.12 in 0.89 Bearing Req'd@ Right= 2.12 in -1.29 in Reactions ..• DL Maximum Left. = 7.44 k 12.06 k Right = 7.44 k 12.06 k Def Lections ••. Center = -0.86 in -1.40 in ••.• Dist = 13.50 ft 13.500 ft ... L/Def L = 376 232 Left = 0.00 in 0.000 in ••. L/Defl = 0 0 Right = o:oo in 0.000 in •.. L/Defl = 0 0 GEORGE R. SAUNDERS ASSOCIATES, KW060361. I I I I I I I I I I I I I I I I I I ·._ ._:_-i •, ... -·--·"' MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CEN1ER C1 SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN RETAIL AREA ROOF BEAM #2 -CASE A: LL al CENT-ER SPAN PROJECT# 960240 bEGOLAND CARLSBAD BEGINNING Date: 10/08/97 C./ d-, Page: ---------------,.-BEAM DATA ----,.-~--,---~--------SPAN DATA ------ Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 8. 75x19.5 End Fixity = 8.750 in Elastic Modulus = = 19,50. in Beam Density -. 'Pin:Pin 1800000 psi 35.0 pcf 1.25 = 1.50 in Load Duration Factor = , = 2400 psi Beam Wt. ·is Added to Loads = 165 psi End Shear Calc'd at Support = 650 psi Center Span = Left Cant.i lever = Right CantHever = 30.00 ft 0.00 ft 3.00 ft ----UNBRACED LENGTHS---- Le; CenTer Span = Le: Left Cant. = Le: Right Cant. = 0.00 ft '0.00 ft 0.00 ft --------,--------'-'--------APPLIED LOADS --------------------- Uniform Load al Center Span: DL = 513.0 plf LL= 342.0 plf Uniform Load@ Right Cantilever: DL = ·513.0 plf Point Load: DL = 6925.2 # at 33.00 ft SUMMARY USING 8.750 x 19.500 Beam, Bending= 74.13%, ~hear = 60.62% Max. Pos Mom al 14.14 ft= 89.55 k-ft Shear: Max. al Left = Max. Neg Mom @ 30.00 ft= -23.27 k-,.ft .... us·ed for dsgn = Max@ Left = 0.00 k-ft ...• Area Req-'d = Max@ Right = -23.27 k-ft Max.@ Right = Max. Allow Moment = 120.8Q k-ft ..••• used for dsgn = fb Max. Actual = 1937. 9 psi .•.• Area· Req 'd = Fb: Allowable = 2614.1 psi fv Max. Actual = Fv : Allowable = Ck= .811(E/Fb)A.5 = 19.87 Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = Cv per USC 2312.4.5 = 0.87 Bearing Req'd@ Right= Center Camber = -1.21 in Right Cant. Camber = 0.28 in V4.4D (c) 1983-96 ENERCALC 12.67 k Reactions ... DL Maximum 19.01 k Left = 7.54 k . 12.67 k 92.16 in2 Right = 17.68 k 22.81 k 14.22 k 21.33 k Deflect ions ... 103.44 in2 Center = -0.81 in -1.45 in 125.04 psi •••.• Dist = 14.41 ft 14.670 ft 206.3 psi ••• L/Defl = 446 249 Left = 0.00 in 0.000 in ·2.23 in ••• L/Defl = 0 0 4.01 in Right = 0.19 in 0.384 in ••. L/Def l = 382 187 GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I ·:}) I I I I I I I •'i) .. I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER -CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN RETAIL AREA ROOF BEAM #2 -CASE B: LL@ CANTILEVER BEAM DATA Timber Section 8. 75x~9.5 End Fixity Beam Width = 8. 750 in Elastic Modu.lus Beam Depth = 1.9.50 in Beam Density = = Pin:Pin PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Center Span SPAN DATA 1800000psi Left Cantilever 35.0 pcf Right Cantilever = = = Lamination Thickness = 1. 50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb -Bending = 2400 psi Beam Wt. is Added to Loads Fv -Shear = 1q5 psi End Shear Calc'd at Suppor-t Fe -Bearing = 65{) psi I APPLIED l:.OADS Uniform Load@ Center Span: DL = 513 .. 0 plf Uniform Load@ Right Cantilever: DL = 513.0 plf LL= 342.6 plf Point Load: DL = 6925.2 # LL= 4616.8 # at 33.00 f. SUMMARY USING 8.750 X 19.500 Beam, Bending= 42.46%, Shear = 60.16% Max. Pos Mom @ 13.61 ft: 51.29 k-ft Shear: Max.@ Left ... Max. Neg Mom @ 30.00 ft: -23.27 k-ft .... used for dsgn = Max @ Left = 0.00 k-ft .••• Area Req'd = Max@ Right = --38.66 k-ft Max.@ Right Max. AL Low Moment = 120.80 k-ft .. ,.used for ds$n·= fb Max. Actual = 1109.8 psi •... Area Req-'d = Fb: Allowable = 2614.1 psi fv Max. Actual = F.v : AL Lolilable· = Ck= .811(E/Fb)A.5 = 19.87 Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = Cv per UBC 2312.4.5 = 0.87 Bearing Req''d @ Right= Center Camber = -1.21 in Right Cant. Camber = 0.28 in 7.54 k 11-.31 k 54.85 in2 14.11 k 21.17 k 102.65 in2 124. 08 psi 206.3 psi 1.33 in 4.19 in Le Center Span = Le Left ~ant. = Le R i grit cant. = Reactions ... DL Left = 7.54 k Right = 17.68 k Deflections ... Center = -0.81 in .... Dist = 14.41 ft ••• -L/Def L = 446 Left = 0.00 .in ... L/Defl = 0 Right = 0.19 in ... L/Defl = 382 .. -Page: -::,,,1,'-::;:; 30.00 ft 0.00 ft 3.00 ft 0.00 ft 0.00 ft 0.00 ft Maximum 7.54 k 23.84 k -0.81 in 14.405 ft 446 0.000 in 0 0.189 in 382 V4.40 (c) 1983-96 ENERCALC GEORGE R. SAUNi>ERS ASSOCIATES, KW060361 I I I I I I I I I I .:::-:::-~\ . ·: ' ·-:.:_: .. I I I I I I I ·9 :::=.:·· I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 9210$ GENERAL TIMBER BEAM DESIGN RETAIL AREA ROOF BEAM #2 -CASE C: FULL LL PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Page: C./ (,:;.;, -----------~ BEAM DATA-----'--------'----------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 8.75x19.5 End Fixi~y = 8.750 in Elastic Modulus = = 19.50 in Beam Density = = 1. 50 in Load' Duration Factor = .Pin: Pin 1800000 psi 35.0 pcf 1.25 = 2400 psi Beam Wt. is Added tq Loads = 165 psi End ·shear Calc'd at Support = 650 psi Center Span Left Cantilever = = Right Cantilever = 30.00 ft 0.00 ft 3.00 ft ----',-UNBRACED LENGTHS~--- Le: Center Span = Le ·: Left Cant. = Le: Right Cant. = 0.00 ft 0.00 ft 0.00 ft -------------'~------APPLIED LOADS -------------------'---- Uniform Load@ center Span: DL ~ 513.0 plf LL= 342.0_plf Uniform Load@ Right Cantilever: DL = 513.0 plf LL= 342.0 plf Point Load: DL = 6925.? # LL= 4616.8 # at 33.00 ft --------"-----"-------------------SUMMARY-"'------------------'----- USING 8.750 x 19.500 Beam, Bending= 74.13%, Shear= 62.81% Max. Pos Mom @ 14.14 ft= 89.55 k-ft Shear: Max.@ -Left = 12.67 k Reactions ••. DL Maximum Max. Neg Mom @ 30.00 ft= -23.27 k-ft ...•. used for dsgn = 19.01 k Left = 7.54 k . 12.67 k Max @ Left = 0.00 k-ft •••• Area Req'd = 92.16 in2 Right = 17.68 k 28.97 k Max@ Right = -38.66 k-ft Max.@ Right = 14. 74 k Max. Allow Moment = 120.80 k-ft · ••.. used for dsgn = 22.1'0 k Def Leet ions ••• fb Max. Actual = 1937.9 psi ••.. Area Req1·d = 101:11 in2 Center = -0.81 in -1.45 in Fb: Allowable = 2614.1 psi fv Max. Actual = 129.54 psi •••• Dist = 14.41 'ft 14.670 ft Fv·: Allowable = 206.3 psi •.. L/Defl = 446 249 Ck= .811(E/Fb)A.5 = 19.87 Left = 0.00 in 0.000 in Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ l,.eft' ·= 2.23 in ..• L/Defl = 0 0 CV per USC 2312.4.5, = 0.87 Bearing Req'd @ Right= 5.09 in Right = 0.19 in 0.384 in •.. L/Defl = '352 187 Center Camber = -1.21 in. Right Cant. Camber = 0.28 :in V4.4D Cc) 1983•96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I .· ---~"\ •• •l' ._::.t I I I I I I I I "J -: . :- I MARTIN & DUNN, INC. STRUCTURAL &·CIVIL ENGINEERING· 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN RETAIL AREA ROOF BEAM #3 Timber Section Beam Width Beam Depth BEAM DATA 8.75x28.5 End Fixity = 8.750 in Hastie Modulus = 2~. 50 in Beam Density = Pin:Pin PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Center Span SPAN DATA 1800000 psi Left Cantilever 35.0 pcf Right Cantilever = = = Lamination Thickness = 1.50 in Load Duration Factor 1.25_ UNBRACED LENGTHS Fb -Bending = 2400 psi Beam Wt. is Added to Loads Le: Center Span = Fv -Shear = 165 psi' End Shear. Calc'd at Support l:.e Left Cant. = Fe -Bearing = 65p psi Le: Right cant. = APP.LIED LOADS Uniform Load@ Center Span: DL = 495.0 p~f l:.L = 330.0 plf · SUMMARY USING 8.750 x 28.500 Beam, Bending= 98.41¾, Shear = 59 .. 40¾ Max. Pos Mom @ 23.00 ft= 234.24 k-ft Shear: Max.@ Left = 20.37 k Reactions ••• DL Max. Neg Mom @ 46.00 ft= 0.00 k-ft •.•• used fo,r dsgn = 30.55 k Left = 12. 78 k Max@ Left = 0.00 k-ft •••• Area Req'd -148.14 in2 Right = 12. 78 k Max@ Right = o.oo k-ft Max.@ Right = 20.37 k Max. Allow Moment = 238.03 k-ft • •.• . used for dsgn = 30.55 .k Deflections ••. fb Max. Actual = 2373.0 psi .•.. Area Req'd = 148.14 in2 Center = -1.84 in Fb : Allowable = 2411.4 psi fv: Max. Actual = 122.52 psi .... Dist , = 23.00 ft Fv : AL.lowable = 206.3 psi .•• L/Defl = 300 Ck= .811(E/Fb)A.5 = 19.87 Left = 0.00 in Rb= (LeD/BA2)A.5 = 0.00 Bearing ~eq'd@ Left = 3.58 in ••• L/Def l = 0 CV per UBC 2312.4.5 ·-0.80 Bearing Req'd @ Right= 3.58 in Right = 0.00 in ••. J;./Def l = 0 Center Camber --2. 76 in Page: .,::. ;7 46.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft Maximum 20.37 k 20.37 k -2.94 in 23.000 ft 188 0.000 in 0 0.000 in 0 V4.4D Cc) 1983-96 ENERCALC GEORGE R, SAUNDERS ASSOCIATES, KW060361_ I I I I I I I I I I •,' ·· .. ... ·.1 ·. ::.) I I I I I I I -'{j 1 ·.:·-:: I MARTIN & DUNN·, INC .. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CEN~ER CT $UiTt 400 SAN DIEGO, CA 92108 - GENERAL TI~BER BEAM DESIGN RETAIL AREA ROOF BEAM #4 Timber Section Beam Width Beam Depth BEAM DATA 8.75x28.5 End Fix:ity = 8. 750 in Elastic Modulus = 28.50 in Beam Density = Pin:Pin PROJECT# 960240 LEGOLAND C-ARLSBAD BEGINNING Date: 10/08/97 Center Span SPAN DATA 1800000 psi Left cantilever 35.-0 pct Right Cantilever = = = Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb -Bending = 2400 psi Beam Wt. is Added to Loads Le Center Span ·- Fv -Shear = 165 psi End Shear Calc'd at Support Le Left Cant. = Fe -Bearing = 650 psi Le Right Cant. = Page: c.-/ B 42.00 ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft 0.60 ft -------"'----'--------.--.,... APPLIED LOADS ------------------------ Uniform Load@ Center Span: DL = 576.0 p.lf LL= 384.0 plf --------'-------------------SUMMARY--------------------- USING 8.750 x 28.500 13eam, !3!!nding = 93.69¼, Shear= 62.51¼ Max. Pos Mom @ 21. 00 f'll= 225. 04 k-ft Shear: Max. @ Left Max. Neg Mom @ 0.00 f'll= -0.00 k-ft •... used for dsgn = Max @ Left = 0.00 k-ft ..•.. Area Req 19 = Max @ Right = 0.00 k:-ft Max. @ .R,ght = Max. Al low Moment = 240. 21 k-ft •••• used for dsgn = fb : Max. Actual = 2279.8 psi .... Area Req'd = Fb : Allowable = 2433.4 psi fv : Max. Actual = Fv: Allowable = Ck= .811(E/Fb)A.5 = 19.87 Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = Cv per UBC 2312.4.5 0.81 Bearing Req'd@ Right= Center Camber = -2.20 in V4.4D (c) 1983-96 ENERCALC 21,.43 k 32.15 k . 155.88 in2 21.43 k 32.15 k 155.88 in2 128.92 psi 206.3 psi 3. 77 in 3.77 in Reactions ..• DL Maximum Left = 13.37 k 21.43 k Right = 13.37 k 21.43 k .Deflections .•• Center = -1.47 in -2.35 in •••• Dist = 21.00 ft 21.000 ft ... L/Defl = 344 214 Left = 0.00 in 0.000 in ••. L/l>ef l = 0 0 Right = 0.00 in 0.000 in •.. L/Defl = 0 0 GEORGE R, SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I .-·:-:':) :~.::~· I I I I I I I ... ··;J 1 ·._:·. I MARTIN & DUNN, INC .. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DE.SIGN RETAIL AREA ROOF BEAM #5 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING ' Date: 10/08/97 Page: ------------BEAM DATA --------------,-------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 8. 75x19. 5 End Fixity Pin: Pin 1800000 psi 35.0 pcf 1.25 = 8.750 in = 19.50 in = 1.50 in = 2400 psi = 165 psi =· 650 psi Elastic Modulus = Beam -Density = Load Duration Factor = Beam Wt. is Added to Loads End Shear Calc'd at Support Center Span = Left cantilever = Right cantilever = 35.00 ft 0.00 ft 0.00 ft ----UNBRACED LENGTHS---- Le: Center Span = :Le : Left Cant. = Le: Right Cant. = 0.00 ft -0.00 ft 0.00 ft ----------------'---''-----APPLIED LOADS ---------------,--------,----- Uniform Load@ Center Span: DL = 405.0 plf LL= 270.0 plf --------------------~-SUMMARY------------------------ USING 8.750 x 19.500 Beam, Bending= 92.23¾, Shear = 53.44¾ Max. Pos Mom @ 17.50 fi= 109. 71 k-ft Shear: ·Max. @ Left = 12.54 k Reactions ... DL Maximum Max. Neg Mom @ 0.00 fi= 0.00 k-ft •.•• used for dsgn = 18.81 ,k Left = 7.81 k 12.54k Max@ Left = 0.00 k-ft ..•.. Area Req'd = 91.19 in2 Right = 7.81 k 12.54 k Max@ Right = 0.00 k-ft Max.@ Right = 12,54 k Max. Allow Moment = 118. 95 k-ft .... used for dsgn =· 18.81 k Deflections .•• fb: Max. Actual = 2374.1 psi ..••• Area Req'd = 91.19 in2 Center = -1.55 in -2.49 in Fb : Allowable = 2574.1 psi fv: Max. Actual = 110.23 psi .••. Dist = 17.50 ft 17.500 ft Fv : Allowable = 206.3 psi ... L/Defl ·= 271 169 Ck= .811(E/Fb)A,5 = 19.87 Left = 0.00 in 0.000 in Rb= CLeD/BA2)A.5 = 0.00 Bearing Req'd@ Left ·= 2,20 in ... L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.86 Beadr\g Reqid @ Right= 2.20 in Right = 0.00 in 0.000 in ••• L/Defl = 0 0 Center Camber = -2.32 in V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I --:-:::1 ·:· .-; ,.,. .. I I I I I I I '·::"') I -:::~ I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 - GENERAL TIMBER BEAM DESIGN RETAIL AREA ROOF BEAM #6 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Page: c; ;)..o -------'------BEAM DATA --------'--------~-SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 8. 75x19.5 End Fixity Pfo:Pin 1800000 ps-i 35.0 pcf 1.2~ = = = = = = 8. 750 in 19.50 in 1. 50 in 2400 psi 165 psi 65,0 psi Elastic Modulus = Beam Density = Load Duration Factor = Beam·Wt. is Added to Loads End Shear Calc'd at Support ·Center Span = Left Cantilever = Right Cantilever = 35.00 ft 0.00 ft 0.00 ft ----UNBRACED LENGTHS---- Le ·: Center Span = Le : 'Left Cant. = Le Right Cant. = 0.00 ft o.oo ft 0.00 ft ----------,-----~--"---------APPLIED LOADS -----'-....._ ____ ..._ ________ _ Uniform Load@ Center Span: DL = 81.0 plf LL= 90.0 plf ----------------,----------,---,--SUMMARY------------------------- USING 8. 750 x 19 •. 500 Beam, Bending= 27.35%, Shear:= 15.85% Max. Pos Mom lil 17.50 ft== 32.53 k-ft Shear: Max.@ Left = 3.72 k Reactions •.. DL Maximum Max. Neg Mom @ o. 00 ft= 0.00 k-ft ...• used for dsgn = 5.58 k Left = 2.14 k 3.72 k Max lil Left = 0.00 k-ft ...• Area Req'd = 27 .04 in2 Right = 2.14 k 3.72 k Max@ Right 0.00 k-ft Max. lil ,Right = 3.72 k Max. Allow Moment = 118.95 k-ft •• -.. used for dsgn = 5.58 k Deflections .•• fb: Max. Actual = 704.0 psi •.•. Area Req'd = 27.04 in2 Center = -0.42 in -0. 74 in Fb: Allowable = 2574.1 psi fv Max. Actual = 32.69 psi •.•. Dist = 17.50 ft 17.500 ft Fv : Allowable = 206.3 psi •.. L/Def l = 988 570 Ck= .811(E/Fb)A.5 = 19.87 Left = 0.00 in 0.000 in Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = 0.65 in •.• L/Defl = 0 0 Cv per USC 2312.4.5 = 0.86 Bearing Req'd lil Right= 0.65 in Right = 0.00 in 0.000 in ••. L/Defl = 0 0 Center Camber = -0.64 in V4.4D Cc) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES,'KW060361 I I l I I I I I I I I .-:.-.. .-:-'.J I I I I I I I ·o · . ._-_ : I I MARTIN & DUNN, I~C. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION C~~TER CT SbITi 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN NON-RETAIL AREA ROOF BEAM #7 Timber Section Beam Width Beam Depth Lamination Thickness BEAM DATA 5;125x12.0 End Fixity ::: 5.125 in Elastic Modulus = 12.00 in Beam Density = 1.50 in Load Duration Factor = = = PROJECT#' 960240 ·LEGOLAND CARLSBAD BEGINNING Date: i0/08/97 Page: C ~/ ---'---'---.,...=-SPAN DATA----- Pin:Pin 1800000 psi 35.0 pcf 1.25 Center Span = Left Cantilever = Right Cantilever = 18.00 ft 0.00 ft 0.00 ft -----'--UNBRACED LENGTHS---- Fb -Bending = 2400 psi Beam Wt. is Added to-Loads Le Center Span Le Left Cant. Le Right ·Cant. = 0.00 ft 0.00 ft 0.00 ft Fv -Shear = 165 psi End ~hear Calc'd at Support = Fe -Bearing = 650 psi = -----------------------,-APPLIED LOADS----'-----~------------ Uniform Load@ Center Span: DL = 189.0 plf LL= 210.0 plf --------~------------SUMMARY--------------------------- USING 5.125 X 12.000 Beam, Bending= 54.52¾, Shear = 44.06¾ Max. Pos Mom @ 9.06 ft: 16. 76 k-ft Shear: Max.@ Left = 3.73 k R~actions •.•. DL Maximum Max. Neg Mom @ 0.00 ft: 0.00 k-ft .•..• used for dsgn = 5.59 k Left = 1.84 k 3.73 k Max@ Left = 0.00 k-ft .••• Area Req'd = 27.09 in2 ·Right = 1.84 k 3. 73 k Max@ Right = 0.00 k-ft Max.@ Right = 3.73 k Max. Allow Moment = 30. 75 k-ft .••• used for dsgn = 5.59 k Def Leet ions ... fb: Max. Actual = 1635.6 psi .... Area Req'd = 27.09 in2 Center = -0.36 in -0. 74 in Fb: Allowable = 3000.0 psi fv Max. Actual = 90.87 psi •.•• Dist = 9.00 ft 9.000 ft Fv : Allowable = 206.3 psi •.. L/D'ef l = 596 293 Ck= .811(E/Fb)A.5 = 19.87 Left = 0.00 in b.ooo in Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = 1.12 in ... L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Reqid@ Right= 1.12 in Right = 0.00 in 0.000 in ... L/Defl = 0 0 Center Camber = -0.54 in V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I (?) I I I I I I I ·-_:.-':'.:) I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM.DE-SIGN NON-RETAIL AREA ROOF BEAM #8 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Page: C-';-~ ----------------BEAM DATA -----------------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 6. 75x2?. 5 End Fixity = 6.750in .Elastic Modulus = = 22.50 in Beam Density = = 1.50 in Loatj Duration Factor = Pin::Pin 1800000 psi 35.0 pcf 1.25 = 2400 psi Beam Wt. is Add~d-to Loads 165 psi End Shear Calc'd at Support = 650 psi Center Span = Left Cantilever = Right Cantilever = 34.00 ft 0.00 ft 0.00 ft ----UNBRACED LENGTHS ---- Le: Center Span l,.e: Left Cant. Le: Right Cant. = = = 0.00 ft 0.00ft 0.00 ft -----------------'------,--APPLIED LOADS --------------------------- Uniform Load@ Center Span: DL = 189.0 plf LL= 168.0 plf Trapezoidal Load: DL:. O.Oplf @ lft, 252.0plf @ rt LL: 0.0plf '@ lft, 224.0plf@ rt from 0.00 ft to 34.00 ft -------------,--------------SUMMARY----,-----------------.--- USING 6.750 x 22.500 Beam, Bending= 73.95%, Shear-= 57.90% Max. Pos Mom @ 18.09 ft= 91.67 k-ft Shear: Max. @ Left = Max. Neg Mom @ 34.00 ft= -0.00 k-ft .... used for dsgn = Max @ Left = O. 00 k-ft ...... Area Req Id -- Max @ Right = 0.00 k-ft Max. @ Right - Max.. Al low Moment = 123. 96 k-ft ...... used for dsgn = fb : Max. Actual = 1931 .. 4 psi ..•. Area Reci'd = Fb : Allowable = 2611.8 psi fv Max. Actual = Fv : Allowable = Ck= .811(E/Fb)A.5 = 19.87 Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = CV per UBC 2312.4.5 = 0.87 Bearing Req·'d.@ Right= Center Camber = -1.38 in V4.4D Cc) 1983-96 .ENERCALC ·' 9.39 k 14.09 k 68.32 in2 12.69 k 18.14 k 87.94 fo2 119.42 psi 206.3 psi 2.14 'in 2.76 in React.ions •.• DL Maximum Left = 5.27 k 9.39 k Right = 6.70 k . 12.09 k Denections ..• Center = -0 •. 92 in -1.65 in .••. Dist = 17.27 ft 17.272 ft -••. L/Defl = 445 248 Left = 0.00 in 0.000 in ..• L/Defl = 0 0 Right = 0.00 in 0.000 in ••• L/Defl = 0 0 GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I : . ~· : : 1 : ------) I I I I I I I I ·.\.:) I / MARTIN & DUNN, !NC._ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN NON-RETAIL AREA ROOF BEAM #9 -CASE A: LL@ CENTER PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Page: C 2. 3 -------------.BEAM DATA --------------------SPAN DATA------ Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 6. 75x22.5 End Fixity Pin:Pin 1800000 psi 35.0 pct 1.25 = 6.750 in Elastic Modulus = = = = = = 22.50 in 1.50 in 2400 psi 165 psi 650 psi Beam Density = Load Duratioh Factor = Beam Wt. is Added to Loads End Shear Calc'd-at Support Center Span = Left ¢anfilever = Right Cantilever = 12.00 ft 0.00 ft 3.00 ft ----UNBRACED LENGTHS---- Le: Center Spa~ = Le Left Cant. = Le: Right Cant. = 0.00 ft 0.00 ft 0.00 ft ---------------'"'----'-----,--AP.PLIED LOADS --------------------- Uniform Load@ Center Span: DL = 189.0 plf LL =·168.0 plf Uniform Load@ Right Cantilever: Dt =-189.b plf Trapezoidal Load: DL: 252.0plf @ Lft, 360.0plf @ .rt from 0.00 ft to 15.00 ft Trapezoidal Load: LL: 224.0plf@ lft, 256.0plf@ rt from 0.00 ft to 12.00 ft Point Load: .DL = 6697.0 # a:t 15.00 ft SUMMARY USING 6.750 x 22.500 Beam, Bending= 16.50Y., Shear = 40.17¾ Max. Pos Mom @ 4.02 ft= 7 .20 k-ft Shear: Max. @ Left = 3 •. 57 k Max. Neg Mom @ 12.00 ft= -22.70 k-ft ...• used for dsgn· = 5.35 k Max@ Left = 0.00 k-ft •••• Area Req'' d = 25.93 in2 Max@ Right = -22. 76 k"-ft Max.@ Right = 8.39 k Max. Allow Moment = 137.56 k-ft •... used for dsgn = 12.58 k fb Max. Actual = 478.2 psi . . ••• Area Req'd = 61.01 in2 Fb : Allowable = 2898.4 psi fv Max. Actual = 82.85 psi i=v : Allowable = 206.3 psi Ck= .811(E/Fb)A.5 = 19.87 Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd .@ Left = 0.81 in Cv per UBC 2312.4.5 = 0.97 Bearing Req' d @ Right = 3.65 in Center camber = 0.02 in Right Cant. Camber = -0.05 in V4.4D Cc) 1983-96 ENERCALC Reactions .•• DL Maximum Left = 1.15 k 3.57 k Right = 13.53 k 16.01 k Def Leet ions ••• Center = Cl. 01 in -0.01 in •••• Dist = 8.40 ft 4.320 ft ••• L/Defl = 12057 17006 Left = 0.00 in 0.000 in ••• L/Def L = 0 0 Right = -0.03 in -0.033 in ... L/Defl = 2186 21f,l6 GEORGE R. SAUNDERS ASSOCIATES, KW060361 .. ----~--·------ I I I I I I I I I I .:_.\) I I I I I I I MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER Ct S0ITE 4-00 SAN DIEGO, CA 92108 .. GENERAL TIMBER BEAM DESIGN NON-RETAIL AREA ROOF BEAM #9 -CASE B: LL@ CANT. PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Page: C :;..7 ------------BEAM DATA -----------------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 6. 75x?2.5 End Fixity = 6.750 in Elastic Modulus = = 22.50 in Beam Density = = 1.50 in Load Duration Factor -- Pin:Pin 1800000 psi 35.0 pcf 1.25 = 2400 psi Beam .Wt. is Added to Loads = 165 psi End Shear Calc'd at Suppoft = 65p psi Center Span Left Cantilever = = Right Cantilever = 12.00 ft 0.00 ft 3.00 ft ----UNBRACED LENGTHS---- Le: Center Span = Le : Left. Cant. = Le: Right Cant. = 0.00 ft 0.00 ft , 0.00 ft ------------~~-,--------APPLIED LOADS --'--------------------- Uniform Load@ Center Span: DL = 189.0 plf Uniform Load @ Right Canti Lever: DL = 189.0 plf LL = 1.68.0 plf Trapezoidal Load: DL: 252.0pLf@ lft, 360.0pLf@ rt from 0.00 ft to 15.00 ft Trapezoidal Load: LL: 256.0pLf@ Lft, 320.0plf@ rt from 12.00.ft to 15.00 ft Point Load: DL = 6697.0# LL= 5394.0 # at 15.00 ft SUMMARY USING 6.750 x 22.500 Beam, Bending·= 29.79¾, Shear= 72.43¾ Max. Pos Mom @ 2.34 f1;: 1.36 k-ft Shear:·Max.@ Left = 1.15 k Max. Neg Mom @ 12.00 f'I:'= -22.70 k-ft .... used for -dsgn = 1.72 k Max@ Left = 0.00 k-ft .... Area Req'd = 8.36 in2 Max@ Right = -:40. 98 k-ft Max. @ Right = 15 .12 k Max. Allow Moment = 137.56 k-ft ...• used for dsgn = 22.69 k fb Max. Actual = 863.4 p~i .... Area Req'd = 110.00 in2 Fb: Allowable = 2898.4 psi fv : Max. Actual ·= 149.38 psi Fv : AL Lowable = 206.3 psi Ck= .811(E/Fb)A.5 = 19.87 Rb= (LeD/BA2)A,5 = O.Ob Bearing Req'd@ Left = 0.26 in CV per UBC 2312.4.5 = 0.97 Bearing Req'd @ Right= 4.97 in Center Camber = 0.02 in Right Cant. Camber = -0.05 in V4.4D (c) 1983-96 ENcRCALC Reacti.ons ... DL Maximum Left = 1.15 k 1.15 k Right = 13.53 k 21.81 k Deflections ... .Center = 0.01 in 0.01 in .... Dist = 8.40 ft 8.400 ft ... L/Defl = 12057 12057 Left = 0.00 in 0.000 in ••• L/Def l = 0 0 Right = -0.03 in -0.073 in ... L/Defl = 2186 990 GEORGE R, SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I -.: -:::·) I I I I I I I I .:_::) I MARTIN & DUNN, ~NC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL TIMBER EEAM DESIGN NON-RETAIL AREA ROOF BEAM #9 -CASE C: FULL LL · BEAM DATA Timber Section 6.75x22.5 End Fix:ity Beam Width = 6.750 in E las tic Modu·lus Beam Depth = 22.50 in Beam-D.ensi'ty = = Pin:Pin PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Center Span SPAN DATA 1800000 psi Left Cantilever :35.0 pcf Right Cantilever = = = Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb -Bending = 2400 psi Beam Wt. is-Added to Loads Le : Center Span = Fv -Shear = 165 psi End Shear Calc'd at .Support Le: Left Cant. = Fe -Bearing = 65,0 psi Le : -Right Cant. = Page: C., Z '5 1_2.00 ft 0.00 ft 3.00 ft 0.00 ft 0.00 ft 0.00 ft --------------~~----APPLIED LOADS ----,----------------- Uniform Load@ Center Span: DL = 189.0 plf LL= 168.0 plf Uniform Load@ Right Cantilever: DL = 189.0 plf LL= 168.0 plf Trapezoidal Load: DL: 252.0plf@ Lft1 360.0plf@ rt .LL: 224.0plf@ lft, 320.0plf@ rt from 0.00 ft to 15.00 ft Point Load: DL = 6697.0 ft LL= 5394.0 # at 15.00 ft SUMMARY USING 6.750 x 22.500 Beam, Bending= 29.84¾, Shear = 72. 74¾ Max. Pos Mom @ 4.08 ft= 7 .52 k-ft Shear: Max.@ Left = 3.65 k Reactions •.. DL Maximum Max. Neg Mom @ 12.00 ft= -22. 70 k-ft .... used for dsgn = 5.48 k Left = 1.15 k 3.65 k Max@ Left = 0.00 k-ft .•.. Area Req'd = 26.58 in2 Right = 13.53 k 24.54 k Max@ Right ---41-. 04 k-ft Max.@ Right = 15.19 k Max. Allow Moment = 137 .56 k-ft ...• used for dsgn = 22. 78 k Deflections ... fb Max. Actual = 864.8 psi ...• Area Req'-d = 110.47 in2 Center = 0.01 in -0.01 in Fb: Allowable 2898.4 psi fv: Max. Actual = 150.02 psi .... Dist = 8.40 ft 4.380 ft Fv : Allowable = 206.3 psi ... L/Defl = 12057 15533 Ck= .811(E/Fb)A.5 = 19.87 Left = 0.00 in 0.000 in Rb= (LeD/BA2)A.5 = 0.00 Bearing Req'd@ Left = 0.83 in ... L/Defl = 0 ·o CV per UBC 2312.4.5 = 0.97. Bearing Req'd@ Right= 5.59 in Right = -0.03 in -0.073 in ••. L/Defl = 2186 988 Center Camber = 0.02 in Right Cant. Camber = -0.05 in V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I -.. ::: ·") · .. ~::. I I I I I I I I :{J I MARTIN & DUNN, INC •. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 .. . . GENERAL TIMBER BEAM. DESIGN NON-RETAIL AREA ROOF BEAM #10 PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING Date: 10/08/97 Page: C.. 2-"-' ------------B~AM DATA--------------------SPAN DATA ----- Timber Section Beam Width 3~ 125x12.0 End Fixity = 3.125 in Elastic 1'1odulu~ = Beam Depth = 12. 00 inr. Beam ·oensity = Center Span Left Cantilever = = Right Cantilever = '19.00 ft 0.00 ft 0.00 ft Lamination Thickness . = 1.50 ·in. Load Duration Factor = Pin:Pin 1800000 .psi 35.0 pcf 1.25 ---.,-, UNBRACED LENGTHS--'---- Fb -Bending = 2400 psi Beam Wt. is Added to Loads le : Center Span Fv -Shear = 165 psi End Shear Ca Le' d at. Support Le : Left Cant. = = = I 0,00 ft 0.00 ft 0.00 ft Fe -Bearing = 650 psi Le : Right Cant. ---------'-----'------~. APPLIED LOADS -------------------- Uniform Load@ Center Span: PL= 36.0 plf LL= 40.0 plf Trapezoidal Load: DL: O.Oplf@ lft, 144.0plf@ rt LL: O.Oplf@ lft, 160.0plf @ rt from 0.00 ft to 19.00 ft ------------------------SUMMARY--------------------- USING 3.125 x 12.000 ·Beam, Bending= 57.70%, Shear= 53.02% Max. Pos Mom @ 10.49 ft: 10.82 k-ft Shear: Max.@ Left = 1.77 k Reactions ..• DL Maximum Max. Neg Mom @ 19.00 ft: -0.00 k-ft •.•• used for ·dsgn = 2.66 k Left = 0.88 k 1.77 k Max@ Left = 0.00 k-ft .. , .Area Req'd = 12.88 in2 Ri_ght = 1.34 k 2.73 k Max@ Right = 0.00 k-ft Max.@ Right = 2.73 k Max. Allow Moment = 18. 75 k-ft •.•.. used for dsgn = 4.10 k Def l ect ions ••. fb : Max •. Actual = 1731.1 psi ••.. Area Req"d = 19.88 in2 Center = -0.42 in -0.86 in Fb: Allowable = 3000.0 psi fv: Max. Actual = 109.36 psi •.•. Dist = 9. 73 ft 9. 728 ft Fv : Allowable = 206.3 psi ••• L/Defl = 537 265 Ck= .811(E/Fb)A,5 = 19.87 Left = 0.00 in 0.000 in Rb= CLeD/BA2)A,5 = 0.00 Bearing Req'd @ Left = 0.87 in ••. L/Defl = 0 0 CV per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right= 1.35 in Right = 0.00 in 0.000 in • .. L/Defl = 0 0 Center Camber = -0,64 in V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KWO6O361 I I I I I I I I I I ..,, (_~.) I I I I I I I u .:.--.. I . ·. I MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 9Zl08 GENERAL TIMBER BEAM DESIGN NON-RETAIL AREA ROOF BEAM #11 PROJECT# 960240 CEGOLAND CARLSBAD BEGINNING Date: 10/08/97 / ..-:ri Page: ,;.,. :.. i ------------BEAM DATA -------------'------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 8. 75x19.5 End Fixity = 8,750 in Elasttc Modulus-= = 19.50 in Beam Density = = 1.50 in Load Duration Factor = Pin:Pin 1800000 psi 35.0 pcf 1.25 = 2400 psi Beam Wt. is Added to Loads = 165 psi Erid Shear Ca Le' d at Support Center Span = Left Canti-Lever = R~ght Cantilever = 26.50 ft 0.00 ft 0.00 ft ----UNBRACED LENGTHS---- Le: Center Span Le: Left Cant. Le: Right Cant. = = 0.00 ft 0.00 ft 0.00 ft = 6~0 psi ----------------------APPLIED LOADS --------------------- Uniform Load@ Center Span: DL = 36.0 plf LL= 40.0 plf --------------------'----SUMMARY----------'-------------- USING 8.750 x 19.500 Beam, Max. Pos Mom @ 13.25 ft= Max. Neg Mom @ 26.50 ft= Max @ Left = Max @ Right = Max. Allow Moment = fb Max. Actual = Fb : Allowable = Bend{ng = 8.43¾, Shear= 6.63¾ 10.31 k-ft Shear: Max. @ Left = 0. 00 k-ft .... used for dsgn = 0.00 k-ft .... Area Req'd 0 .. 00 k-ft Max. @ Right. = 122. 31 k-ft · ..•. used for dsgn = 223 .. 1 psi .... Area Req Id = 2646.7,psi fv: Max. Actual = Ck= .811(E/Fb)A;5 Rb= (LeD/BA2)A.5 Cv per UBC 2312.4.5 = 19.'87 Fv : Allowable = Bearing Req'd @ Left = Bearing Req'd@ ·Right= = 0.00 = 0.88 Center Camber = -0.13 in V4.4D (c) 1983-96 ENERCALC 1.56 k 2.33 k 11.32 in2 1,56 k 2.33 k 11.32 in2 13.68 psi 206.3 psi 0.27 in 0.27 in Reactions ... DL Maximum Left = 1.03 k 1.56 k Right = 1.03 k 1.56 k Deflect ions ... ~er;iter = -0.09 in -0.13 in .... Dist = 13.25 ft 13.250 ft ... .LfDefl = 3600 2374 Left = 0.00 in 0.000 in ..• L/Defl = 0 0 Right = 0;00 in 0.060 in ... L/Defl = 0 0 GEORGE R. SAUNDERS ASSOCIATES, KWO6O361 I I I I I I I I I I 4"7". : ' ·. •. ~ . ··• : :_#:_ .. / I I I I I I I I {_::.) I MARTIN & DUNN, INC. _ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT.SUITt 400 SAN DIEGO, CA 92108 GENERAL TIMBER BEAM DESIGN NON-RETAIL AREA ROOF BEAM #12 .PROJECT# 9602/;0 LEGOLAND CARLSBAD BEGINNING Date: 10/09/97 ("; ,., 'A Page: '""" ->' ----------~-------BEAM DATA -------------'-----------SPAN DATA ----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv -Shear Fe -Bearing 5: 125x12.0 End Fixity = 5.125 in Elasti.c Modulus = = 12.00 in Beam Density = = 1.50 .in Load Duration Factor -- Pin:Pin 18QOOOO psi 35.0 pcf 1.25 ... 2400 psi Beam Wt. is Added to· Loads = 1~5 psi End Shear Calc'd at Support = 650 psi _ Center Span = Left Cantilever = Right Cantilever = 14.00 ft 0.00 ft 0.00 ft ----UNBRACED LENGTHS ---- Le: Center Span = Le· : Left Cant. = Le: Right Cant. = 0.00 ft 0.00 ft o.oo ft -------------------,-------APPLIED LOADS ------,--------------- Uniform Load@ Center Span: DL = 234.0-plf LL= 208.0 plf Point Load: DL = 7.8 # LL= 4.7 # at 7.00 ft .SUMMARY USING 5.125 x 12.QOO Beam, Bending= 36;55¾, Shear = 37. 90¾ Max. Pos Mom @ 7.00 f"t;: 11.24 k-ft Shear: Max.@ Left = 3.20 k Reactions •.• DL Maximum Max.· Neg Mom @ 14.00 ff: 0.00 k-ft •..• used for dsgn = 4.81 k Left = , • 75 k 3.20 k Max @ L~ft = 0.00 k-ft . , . ,Area .Req·• d = 23.31 in2 Right = 1.75 k 3.20 k Max@ Right = 0.00 k-ft Max.@. Right = 3.20 k Max. Allow Moment -· 30, 75 k-ft •... used for dsgn = 4.81 k Deflections ••• fb Max. Actual = 1096.5 psi ..•• Area Req~d = 23,31 in? Center = -0.16 in -0.30 in Fb : Allowable = 3000.0 psi· fv Max. Actual = 78.17 psi •••• Dist = 7.00 ft 7.000 ft Fv : Allowable = 206.3 psi ••• L/Defl = 1033 563 Ck= .811(E/Fb)A.5 -19.87 Left = 0.00 in 0.000 in Rb= (LeD/BA2)A,5 = 0.00 Bearing Req'd@ Left = 0.96 in ••• L/Defl = 0 0 CV per UBC 2312.4.5 = 1.00 Bearing Req.'d al Right= 0.96 in Right. = o.oo in 0.000 in ••. L/Defl = 0 0 Center Camber = -0,24 in V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOClATES, KW060361 I I I I I I I I I I .. -__ ; I I I I I I I .-. I ·-:-.:0 I MARTIN & DUNN, IN.C. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN Dl~GO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 SHEET NO. _______ C._'J._Cl,-1 _ OF ______ _ Y/2.1----!-:::,1i?7 CALCULATED BY_;-_--/ /._, _, ______ DATE---'--'---'---- CHEC~ED BY------'-----DATE _____ _ " }.~,?, l ' A-;;..-•"it,-:, ... .,.f;".-/ ,,,. },....,.~, •..-:'."' " . .., v' ~->'1,:.--.. -i v · . .,,, I,. t ., ;_,;; -..... , SCALE V,/ /f ~ ;,.:__ •/ ' {,, l I / ~ , I I I I I I I I I I c~ ::._:·\) ··-·- I I I I I I I .:D I .. I MARTIN & DUNN, INC. STRUCTURAL & CIV~L ENGINEER~NG 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 STEEL COLUMN DESIGN RETAIL AREA COLUMN #1 -MAIN INTERIOR COLUMN PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 10/09/97 Page: G '3 0 ----COLUMN DATA---------'----------APPLIED LOADS -------------- AISC Section Column Height Fixity@ Top Fixity@ Bottom Unbraced Lengths .• , For Y-Y Buckling For X-X Buckling :t:s4x4x1/4 = '14.00 ft Pinned Pinned· = 14.00 ft = '14.00 ft ----DESIGN DATA ---- Fy = 46 ksi Load Duration Factor = ·1 .330 Live & Short Loads .Don't Combine Si desway •.. X-X Axis :Restrained Y-Y Axis :Restrained Effective Length Factors ••• X-X Axis = 1.00 Y-Y Axis = 1.00 ----SECTION DATA ---- Depth = 4.00 in Width = 4.00 in Top Thickness = 0.250 in Web Thickness = 0.250 in Area = 3.590 in2 Weight = '12.'189plf rT = 0.000 in Ixx = 8.2 in4 sxx = 4.'I in3 Rxx = 1.51 in Iyy = 8.2 in4 Syy = 4.1 in3 Ryy = 1.5~ in Axial Dead Load Live Load Short Term X-X Axis MomeQts: Y-Y Axis.Moments :point Loads Uniform Loads = = = Top Bottom Btwn Ends Top .Bottom Btwn.End~ X-X Axis Y-Y Axis x-x Y-Y 17. 70 k "Y" Eccentricity 11.30 k "X" Eccentricity 0.0.k = = 0.00 in 0.00 in -Dead - -'Live - -Short --X:Star~ - -X:End - -None-- = -None-- = --None--- --None-- = --None-- = --None-- = --None-- = --None-- = --:None- = --None-- -----'-----------SUMMARY--------------- Combined Stress Ratios ... Formula H'l-'1 Formula. H1-2 -Dead --Live - = 0.40,7 0.260 = ,0.179 0.114 Formula H1-3 = Actual & Allowable Stresses •.• Fa : AL Lowable fa: Actual Fb:xx: Allow CF1-6J 11 11 [F1-7 & F'l-8J fb:xx Actual Fb:yy: Allow CF1-6J ·11 11 cF1·-1 & i:1-8J fb: yy Actua L Max X-X Axis Deflection Max Y-Y Axis Deflection = = = = = = = = = = 12.1'1 12. '11 4.93 3.15 30.36 30.36 30.36 30.36 O.Od 0.00 30.36 30.36 30.36 30.36 0.00 0.00 0.000 in at 0.000 in at · DL + LL · -DL ;I" ST - 0.667 · 0.306 0.293 0.134 12.1'1 -8.08 30.36 30.36 0.00 30.36 30.36 0.00 16.11 ksi 4.93 ksi 40.38 ksi 40.38 ksi 0.00 ksi 40.38 ksi 40.38 ksi 0.00 ksi 0.00 ft from column base 0.00 ft from column base --------------------Intermediate Stress Calculation Valu~s ----------------- CDL+Li.) = 12115 psi Cm:x (DL+LL) = 0.60 Cb:x (DL+LL) F'ex F'ey F'ex F'ey (DL+LL) = 12115 psi Cm:y (DL+LL) = 0.60 Cb:y (DL+LL) (DL+LL:.+ST) = 16112 psi Cm:x (DL+LL+ST) = 0.60 Cb:x (DL+LL+ST) (DL+LL+ST) = 16112 psi Cm:y (DL+LL+ST) = 0.60 Cb:y (D).+LL+ST) = 1.75 = '1.75 = 1.75 = 1.75 V4.4D Cc) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I • .. ·. I .:·_ ... I I I I I I I ·- : :-·.-.j I,. I ----------------~ MARTIN & DUNN, INC. ·structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 r,,... I SHEET NO.-----~-:;.._,---'-"I_ OF-~--- CALCULATED BY -~ DATE L l/41 CHECl<EC>'BY · DATE ____ _ SCALE @lt/&: ~Mi' @rux HAX -ni I~ w'l rrn+ 6«-VI, 17? <~ 612 iv (j) 1tll t? WI v11f ~ t--b, ~2} + 19:6 ~-::: u, I -?- Poi.>~))i?I;, '? 1.s r1~~ < it>~ -:-"?t/o pt,f>" pl/4---,,Lc.JLA,-z. rJ;o f1v c'Zo') -i-4vZ> pvr:- G~ PDvWWli-J 6 ~t)lc/il-b 5 pyz,~'?rf?D.2-L7 · vt '7~ 811 6,V/ l{ 1 ~tiLA O ~ td;'20J; -ria? \,V/ ~6 e413 11 o ,c.,,, !;:, V{. -Z,l.£>11 Wll?r:; x l'--b11 \?~ pfb vv/~..l;j-? M1 H--~ r11 !A3/f a.-w ~ z. Y? 1 -b ~ 1, &m5 11 ~ UJINO L6itl? oN Pl L:10:1:kdk Wt -t· r?.-4-PL,P / 1011 Wli91lt 6V: wA1A- \A/l:HO Witt? PJ?tJJJl t¾!Al'UP Ov-ZYi ~, 7wt,N.b Qoi/t.- --rfZ,t l7. Wt t:rnt~ lD1/t f ~ 1/z -:-~-o 1 to' ,µ~~ t?·412"'t~,v.t51 ~ 4i,+PW/ 1i1t Wlt?"f~ o'Fv;~. U?t ~l'ltt\M, -o/ovirt? 6lt6vt--r9.? · w/ ~ f3 o',.,(hC. {V) 1 l!:-~$11a.t.(tf) ' -· ' - I I ' I I I I I I I I ({) I I I I I I I I \j :.·.·: I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUIT~ 400 SAN DIEGO, CA 92108 MASONRY WALL DESIGN EXTERIOR MASONRY WALL PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPl:.EX FSA Date: 10/10/97 Page: ----DESIGN DATA --------------------------WALL DATA ------------- f'm Fs = 1500 psi = 40000 psi 750 Clear Span Ht. Parapet He-ight Uniform Deag Load = = = 14.83 ft Wall Thickness ·(nominal) = 2.0b ft Rebar Size # 360.00 plf Rebar Spacing = 8.00 in 5 48.00 in For calc of Em= f'm * Em= Mult. & f'm = 1125000 psi Uniform Live Load = 400.00 plf Place ·Rebar@ Center of Wall n: Es/Em = 25. 78 Uniform Load Ecc. = 0.00 in Use Normal Weight Block Special Inspection Required Wall Must Be Solid· Grouted ---» Roof Load Wall Wt. Multiplier = 1.000 0.078 in2 84.00 psf Axial DL @ Top of Wall= 0.00 ptf Rebar Area = Seismic Factor Wind Load 0.300 17.40 psf 1.330 Axial LL @ Top of Wall= 0.00 plf Wall Weight = = ---» Roof 'Load Equiv Sol id Thickness 7.60 in Load Duration Factor = Ba·r Depth 'd' = 3.81 in SUMMARY· Bending. Stresses Top of Wall: Moment Ax:ial Steel Masonry Dead+ Live = 0 in-# 760.0 # 0 psi 0.0 psi ·oead+L ive+Wind = 418 in-# 360.0 # 1546 ps.i 20.5 psi Dead+Live+Eq. = 605 in-# 360.o # 2239 psi 29. 7 psi Btwn. Base & Top of Wall: Dead + Live = 0 in-# 1550.9 # 0 psi 0.0 psi Dead+Live+Wind = 5533 in-# 1150.9 # 20481' psi 272.1 psi Dead+Live+Eq. = 8013 in-# 1150. 9 # 29662 psi ;94.1 psi CNote! ... Floor LL only included w/Earthguake/Wind -------------ALLOWABLE STRESSES -------------- Al low Axial = .25*f'm*C1-Ch/140r)A2J*(0.5 if w/o Specia~ Insp.~ Allow Bending: Masonry : .333*f'm*C.S if w/o insp) <=2,900 = Steel = Maximum Allowable Moment w/o Axial Load -· Maximum Allowable Axial Load w/o Moment = np = 0.0437 j = k: Cnp2+2np)".5-np = 0.2551 2 / k j = V4.4D (c) 1983-96 ENERCALC 249.94 psi 495.0 psi 24000 psi 6484 in-# 22794 # 0.9150 8.568 Axial fb/Fb + Stress fa/Fa 8.3 psi 0.033 <= 1.00 OK 3. 9 psi 0.064 <= 1.33 OK 3.9psi 0.093 <= 1.33 OK 17.0psi 0.068 <= 1.00 OK 12.6 psi 0.853 <= 1.33 OK 12.6 psi 1.236 <= 1.33 OK -----LOADS & MOMENTS ----- Axial + Uniform D.L. = 360.0 #@ mid-ht Axial + Uniform L.L. = 400.0 # @ mid-ht Wall Weight = 790.86 # @ mid-ht Ecc. D.L. Moments = 0.00 in-# a) top = 0.00 in-# @ midi Ecc. L.L. Moments = 0.00 in-#@ top = 0.00 in'."'# @ midi Wind Mom. @ Mid-Ht = 5533.2 in-# Seismic Mom. @ Mid-Ht= 8013. 7 in-# GEORGE R. S_AUNDERS .ASSOCIATES, KW060361 I I I I I I I I I I :.: :.] .-. 1· 1-- I I I I I ·>:-:, .· ·.-; ,"J I I MARTIN & DUNN, ;[NC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 MASONRY WALL DESIGN INTERIOR MASONRY WALL PROJECT# 960?40 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 10/10/97 Page: C '3 3 ----DESIGN DATA-----------------WALL DATA-'------------- f'm = 1500 psi Clear Span Ht. = 14.83 ft Wall Thickness (nominal) = 8.00 in 5 48.00 in Fs = 40000 psi Parapet Height = 0. 00 ft Rebar Size # For calc of Em= f'm * 750 Uniform Dead Load = 360.00 plf Rebar Spacing = Em = Mult. & f'm = 1125000 psi Uniform Live Load = 400.00 plf Place Rebar@ Center of Wall n : Es/Em = 25. 78 Uniform Load Ecc. = 0.00 in Use Normal Weight Block Special Inspection Required -.,--» Roof Lo.ad Wall Wt. Multiplier = 1.000 0.078 in2 84.00 psf Wall Must Be Solid Grouted Axial DL cl Top of Wall= 0.00 plf Rebar Area = Seismic Factor = 0.300 Axial LL cl Top of WaU= O'.OOplf Wall Weight = Wind Load = 0. DO psf --->> Roof Load · Equiv Solid Thickness = 7.60 in Load Duration Factor = 1.330 Bar Depth 'd' · = 3.81 in SUMMARY Bending $tresses Top of Wall: = Dead+ Live Dead+L ive+Wind = Dead+Live+Eq. = Btwn. Base & Top of Wall: Moment o in-# 0 in-# Din-# Axial 760.0 # 360.0 # 360.0 # Dead+ Live = Oin-# 1382.9# Dead+Live+Wind = 0 in-# 982.9 # Dead+Live+Eq. = 8313 in-# 982.9 # (Note! ... Floor LL only included w/Earthg_uake/Wind Steel Masonry 0 psi 0.0 psi O psi 0.0 psi O psi O.Opsi 0 psi O.Opsi 0 psi 0.0 psi 30771 psi 408.9 psi -------. ----ALlOWABLE STRESSES ----,-------,---- Allow Axial = .25*f'm*C1-(h/140r)"'2J*(0.5, if w/o Special Insp.~ Allow Bending: Masonry : .333*f'm*(.5 if w/o insp)· <=2,000 = Steel = Maximum Allowable Moment w/o Axial Load = Maximum Allowable Axial Load w/o Moment -- np = 0.0437 j = k: (np2+2np)".5-np = 0.2551 2 I k j = V4.4D Cc) 1983-96 ENERCALC 249.94 psi 495.0 psi 24000 psi 6484 in-# 22794 # 0.9~50 8.568 Axial fb/Fb + Stress fa/Fa 8.3 psi 0.033 <= 1.00 OK 3.9 psj 0.016 <= 1.33 0!< 3.9psi 0.016 <= 1.33 OK 15.2 psi' 0.061 <= 1.00 OK 10. 8 psi 0.043 <= 1.33 OK'· 10.8 psi 1.282 <= 1.33 OK ---,---LOADS & MOMENTS----- Axial + Uniform D.L. = 360.0 # cl mid-ht Axial + Uniform L.L. = 400.0 # cl mid-ht Wall Weight = 622.86 # @ mid-ht Ecc. D.L. Moments = 0.00 in-# cl top = 0.00 in-# cl midi Ecc. L.L. Moments = 0.00 in-# cl top = o.oo in-# cl midi Wind Mom. cl Mid-Ht = 0.0 in-# Seismic Mom. al Mid-Ht= 8313.3 in-# GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I _;. \ ... ··) ' :~.,,·· ' I I I I I I I I ~~ I MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 RESTRAINED RETAINING WALL DESIGN EXTERIOR WALL@ ROLL-UP DOOR WAL:L DATA FOOTING DATA Retained Soil Ht. = 0.83 ft Footing Thickness = Toe Width = Ht. Above Top Support = _2.00 ft Heel Width = Dist: Ftg. To Top su~poi=t 14.00ft Total Footing Width = Total Wall Height = 16.00 ft Passive -Lateral = Fixity@ Base of Wall = \0 % Key Depth = VERTICAL LOADS Key Width = Axial DL on Stem = 36,0plf Key Dist. to Toe = Axial LL on Stem = 40.0 plf .... Eccentri cfty = 4.00 in Pressure@ Toe = Surcharge over Toe = 0.0 psf Pressure@ Heel = Surcharge over Heel = 0.0 psf AL L·owab le Press. =· Date: 10110/97 SOIL DATA 16.00 in Allow. Soil Bearing 0.67 ft Active Fluid Press 1.33 ft Design Fluid Press ' 2.00 ft Backfill Slope 300.0 psf 0.00 in Soil Density 0.0() in Soil Ht over Toe 0 .• 00 ft SUMMARY 1789.3 psf Ecc. of Resultant 150.4 psf Kern Distance 2500 •. 0 psf Footing One-Way Shear: = = = = = = = = .,. ~4-Page: '-' .,, 1 2500 psf 55 pcf 55.00 pcf 0.00 :1 120.0 pcf . 10.00 in 3.38 in 4.00 in LATERAL LOADS Sliding F.O.S. = No .SL iding @ Toe = 0.00 psi Lateral Load Acting on Stem above soil = 17.4 psf Add'l Lateral Load = 42.4plf .... Top Ftg to load staFt 0.00 ft .•.. Top Ftg to load staf!t 16.00 ft ---SLIDING CHECK@ BASE -- Slab Resists Wall Slding! Ftg/Soil Fri ct ion = 0.300 Soil to Neglect -0.00 in Factor of Safety = 999.00 :1 Lateral Pressure ... 0.0 # -Passive Pressure = 0.0 II -Friction Pressure = 0.0 # Addn'l Force Req'd = 0.0# STEM DESIGNeeDATA Stem Material ,Masonry·· Em= f'·m * 750 n: Modular Ratio = 25.78 Allowable Fa --262.5 Nominal Wall Thi.ck. = 8.00·in f'm = 1500 psi Fs = 24000 psi Load Duration Factor · 1.00 Special Inspection Required Grout All Cells Use Normal Weight Block V4.4D (c) 1983-96 ENERCALC @ Heel = 0.00 psi Restraint Force Req_' d Allowable Shear = 93.1 psi at Top of Wall = 1141.7# Footing overturning Additional Restraint Stability Ratio = 3.65 :1 Req'd at Bottom = 0.0 # FOOTING DESIGN Soil Press. Mult. Toe Heel f'c = 3000 psi by ACi 9-1 = .2516 212 psf Fy = 60000 psi Mu -Upward = 507 103 ft-# Min. Asteel ¾ = 0.0014 ¾ Mu -Downward --94 92 ft-# Mu -Design = {+13 10 ft-# Rebar Choices one-Way Shear: Toe Heel Actual ... 0.0 0.0 psi #4@ 10.99 10.99 in Allow*.85 = 93.1 93.1 psi #5 @ 17.03 17.03 in Cover.over Rebar = 3.00 3.00 in #6@ 24.18 24.18 in Ru= Mu/bd2 = 3 0 psi #7 al 32.97 32.97 in As Req'd = 0.22 0.22 in2 #8 al 43.41 43.41 in 119@ 48.00 48.00 in STEM SECTION DESIGNS NOTE !! Maximum Moment Occurs at 6.84 ft above Top of Footing Top. .8 Ht 9K OK Dist. above Ftg 16.00 12.80 Bar S.ize 5.00 5,00 Rebar Spacing 8.0 8.0 Rebar Location Cent!;!r ,Center Rebar 'd' Dist. 3.81 3.81 Tension. Face Earth Front Moments: Actual -0 331_ Allowable 1516 1516 ·shear~:; Actual · 0 .. 0 309, Allowable 38.7 38.7 Wall Weight 84.00 84:oo Masonry Stem Data ••.•. Interaction Value 0.003 0.233 Actual fa 0.8 3.8 Actual fb 0.8 108.2 .6 Ht OK 9.60 5.00 8.0 Center 3.81 Front 1163 1516 1.8 38.7 84.00 Q.793 6.7 379.9 .4 Ht OK 6.40 5.00 8.0 Center 3.81 Front 1385 1516 0.3 38.7 84.00 0.950 9.7 452.1 .2 Ht= OK 3.20 5.00 8.0 Center 3·.81 Front 995 1516 2.4 38.7 84.00 Bottom OK 0.00 ft 5.00 8.0 in Center 3.81 in Front 0 ft-# 1516 ft-# 4.3 II 3~. 7 fl 84.00 psf 0.704 0.059 12.6 15.6 psi 324.8 0.0 psi (continued on next page •••• ) GEORGE R. SAUNDERS A$SOC1AiES, KW060361 I I I I I I I I I I :::·/:} I I I I I I I .·.·. '. ·:-: ..:..:.:,, I I MARTIN & DUNN, ~NC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 RESTRAINED RETAINING WALL DESIGN EXTERIOR WALL@ ROLL-UP DOOR (. .... continued) Date: 10/10/97 r:. '7:._· 5 Page: - --------MOMENTS@ BASE OF WALL ........ Used-to find resultants & eccentricities-------- (About Toe @ Bottom of Footing) Force # Distance Moment (About Toe@ Bottom of Footing) Shear @ top of footing (tof) '. Moment @ T..O.F. from stem fixity Active pressure@ heel side Active pressure@ toe side Soil weight over heel Surcharge Load over heel Footing weight Stem weight Applied axial load on stem Soil weight over toe Surcharge load over toe Totals V4.4D (c) 1983-96 ENERCALC Verti ca L Lateral ft ft-# -66.07 0.00 -386.67 -1344.oo -76.00 -67.00 0.00 1939.73 394.09 109.76 -110.00 1.333 525.45 0.00 0.568 62.31 0.568 -62.47 1.668 -110.22 0.000 0.00 1,000 -386.67 1.003 -1348.48 0.670 -50.92 0.335 -22.44 0.000 0.00 -1393.45 GEORGE R. SAUNDERS ASSOCIATES, KW060361 .-.--.-. • • ••• -••• -.. .. ; ---.. -.,. --,..,._ ..... ----• .,., _______ .... --.......... -4"" ... ·-." _,__ ·-....... ,,. • --••• ,,, ........ -• ·--.~ • ----· -----·-·-·--•• ·--·-------··-· ·-·---···----•• _,_ I I I I I I I I I I ... '-\.'<·} I I I I I I I :__;;) --· I I MARTIN & DUNN, JNC. . _ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL FOOTING DESIGN TYPICAL MASO~RY WALL FOOTING ----DESIGN DATA ---------AXIAL LOADS ---- Allow. Soil Pressure = 2500.0 psf Dead Load = 1.15 k .•• Short Term Increase = 1.33 Live Load = 0.4 k Base Pedistal Height = 10.00 in Short Te·rm Load = 0.0 k PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX . FSA Date: 10/10/97 DIMENSIONS Width Along X-X Axis Length Along Y-Y Axis Thickness Page: C-;;,(? = 2.00 ft = 1.00 ft = 16.00 in Seismic Zone = . 4 •.. Ecc. Along X-X Axis -0.00 in Column Dim. Along X-X Axis= 8.00 in Overburden Weight = 110.00 psf ••• Ecc. Along Y-Y Axis = 0.00 in Column Dim. Along Y-Y Axis= 12.00 in Live & Short Term Loads Don't Act Together Concrete Weight = 145.? pcf Biaxial Analysis Being Performed --Y-Y AXIS ROTATION FORCES -------X-X" AXIS ROTATION FORCES -- •••. Pressures@ Left/Right •••• Pressures ii) Top/Bot Moment: DL = 0.0 k-ft Moment: DL -0.0 k-ft LL = 0.0 k-ft LL = 0.0 k-ft Short Term = 0.0 k-ft Short Term= 0.0 k-ft Shear: DL = 0.00 k Shear: DL = 0.00 k LL = 0.00 k -LL = 0.00 k Short Term = 0.00 k Short Term= 0.00 k SUMMARY ------Soil Pressure ------------Moments & Shears ------ 'D+L Max. Allowable Max Pressure = 1078.8 psf Mu/Phi = 0.3 k-ft Allowable Pressure = 2500.0 psf 'X' Ecc. of Resultant = 0.0 in 'Y' Ecc. of Resultant = 0.0 in D+l..+ST 878.8 psf 3325.0 psf 0.0 in 0.0 in Vu:1 Way = Vu:2· Way = Overturning· Ratio= 0.0 psi 0.2 psi 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load Pressures •••• DL + LL Dead+live+Short Term Factored Load Pressures •••. ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 = = = = Bottom-Right 1078.8 psf 878.8 psf Bottom-Right 1570.4 psf 1230.4 psf 790.9 psf Top-Right 1078.8 psf 878.8 psf Top-Right 1570.4 psf 1230.4 psf 790. 9 psf -=-----------FOOTING DESIGN ------------------------- f'c Fy = = Rebar CL Clear to Soil = 3000 psi 'm'= Fy. /C.85f'c) = 23.53 60000 psi Vn:1 .•• 2(f' c)-".5 = 109.54 p_si 3.5 in Vn:2 •.• 4(f'c)-".5 = 219.1 psi Min. Steel ¾ = 0.0014 ----------FACTORED SHEAR FORCES-------------- Two-Way Shear = One-Way: Vu@ Left One-Way: Vu@ Right One-Way: Vu@ Top One-Way: Vu@ Bottom = = = = ACI 9-1 ACI 9-2 0.00 psi 0.20 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi O.OO_psi O.OO·psi ACI 9-3 0.13 psi 0.00 psi 0.00 psi 0.00 psi 0.00 psi Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi ----------,----FACTORED MOMENTS --,------------ AC! 9-1 ACI 9-2 ACI 9-3 Ru As Req'd Bottom-Left 1078.8 psf 878.8 psf Bottom-Left 1570 .. 4 psf 1230.4 psf 790.9 psf Mu/Phi@ Left Mu/Phi@ Right Mu/Phi ii) Top Mu/Phi@ Bottom = 0.3 k-ft 0-.2 k-ft 0.1 k-ft = 0.3 k-ft :0,2 k-ft Q.1 k-ft = 0.0 k~ft 0.0 k~ft _____ .0.0 'k-ft ~--· = 0.0 k--ft 0.0 k-ft 0.0 k-ft 1.8 psi 1.8 psi 0.-0 psi 0.0 psi 0.210 in2/ft 0.210 in2/ft 0.018 in2/ft 0.018 in2/ft -------.,,. SERVICE LOAD -OVERTURNING STABILITY--,--------- Factor of Safety: Y - Y AXIS Factor of Safety: X -X AXIS = = Static .... --None- --None-• . SbQrt Term· --None- --None- Top-Left 1078.8 psf 878'.8 psf Top-Left 1570.4 psf 1230.4 psf 790. 9 psf V4.4D Cc) 1983-96 ENE.RCALC GEORGE R. SAUNDERS ASSOCIA~ES, K\.1060361 I I I I I I I I I I :>}J I I I I I I I ------3 I \ ~--_ I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. ______ Q_,,___ __ -t-7 -OF------ CALCULATED ~y _:-:-'-\..e_·y ______ DATE t c~' .,,r ··: Phone (619) 497-~118 Fax (619) 497-0429 CHECKEp BY-------,-----'--DATE----- .... 4 t. SCALE ~ ~~ ~·· ..,.., . -)(-:__ -________ !..L..!::'.;__ _______ -7'f-1'7C>l . 'f' . Q:~1;vv6:?f QI IZ·BC-11DK1 W!f-tl? p~ l1, 4-f7F r ~ 1'7.-t.%F[t8Z';(~'~-z-1) --. .;,,--_ r - -::: '? 1 ?.c,e ~ --& ?? t ,1 ic- tG·~~H lt-z. 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Str.uctural & Civil Engif'!eers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone '(619) 497-2118 Fax (619) 497-0429 e . . i ·, V :t--_ .{ •' / /-;>;, ~ ~; ; ' ,•,. ! :'-,1,...-., /,__c.;::;; ... ~ ~_./ SHEET NO. ------'-----C.,-'4'"""''-OF ______ _ ,-,..-.!-I> l,,,--7 CALCULATED BY _"_·..:;.··'r,_,·.;... '· ______ DATE ,: )"-~· ' I CHECKED BY __________ DATE ______ _ \, ·.., ® I I -.. I I I I I I I I <(:J I I I I I I I :3 .:··.·. I - I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone {619) 497-2118 Fax (619) 497-0429 .!?oz r 1:?1Art11z1·i1::1 . ?W~l'"f?' I ' trv ; [6ve>1?/1u 1 ..:. 1/q PW 1(7 ~ 1{) I f)j 1 (pt ::: z. f't fL-f JOB L--~&et11;l-lP -e,w1iJ1--J 1 !'J b SHEET NO. C4v OF ______ _ . . U:,;;t..,..," l._D· ,/,,;,· .--1/. CALCULATED BY !. J'f> DATE --""-'--;,;---'-'---- CHECKED BY---,--------,-----DATE _____ _ n .r7 i I . 1,>~--1 .<l ''./: V. ,,i i (X SCALE rJ_t, V~. V,/\1/ t, 0' i w t/t'.--t 'V tJ c l ~, 11/&?01 ::. z-c:;Z> p L,.,t::, ~ vl'l'.\A/X -z ·z c.5!) \'.?!...-F-<::::? f:)g, PL "F r-:v..,-61.,.). I I I I I I I I I I:_:./:) I I I I I I I·. :.-.·: : .. I I MARTIN & DUN.N, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. C &--, OF----- ·~) 1 CALCULATED BY ____ r ____ :7r_-_____ DATE k?/4; ' . Phone (619) 497-2118 Fax (619) 497-0429 CHECKED BY~-______ DATE ____ _ '~~10---1)/i~ · t1-iz_t1\0N / C~i ~! l/t-/\1/L-, Mt· /li . ·/21:!3 -ro ¼IZP Nff1~: i; ?p 1NC::ii·~W ~62,.;, €.f---tlt7l?Ue: ~ of'.,· Dllr}?M1Zl'\GM~ · i) fp > t1Cml 1.A..1/t~o r~urL6 cvv1HJ0 A?J1s1/--<?l';? r~ -CHh1 vvl1U, ~1~1J) ~--r~101i vM-tA..-·ANc1tv1t.kbG" ti~.,~Jo·~~--ru-~ Grtt11 (j,) i rj) rf ~ -c:t-pCp Vi}p ~ O,kc.>{l,oJ(0,75/Wf n9~0,-~DWp ~A 14<r5f ff".:.. 0at: LA:: ot:£ tPAih:, Wf~ 04f'* x (i-t,¼ ~v"0 ~ -J~ rf7; ol"bwp 2-o.-~<-Z'6b~J:z -:i-z"7~ ~::~:115 Wpi-o.4t?('7~) ~ ?4't'~ I -~ ,#~H~ ~£,iW·e. 4z,'1t.().C-. 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Short Term Increase = 1.33 Base Pedistal Height = 24.00 ·in Seismic Zone = 4 overburden Weight = 1.10.00 psf Dead Load = Live Load = Short Term Load = •.. Ecc. Along X-X Axis = ..• Ecc. Along y~y Axis = 17. 70 k 7.6 k 0.0 k o:oo in 0.00 in Width Along X-X Axis = Length,Along Y-Y Axis = Thickness_ = Column Dim. Along X-X Axis= Column Dim. Along Y-Y Axis= Live & Short Term Loads Don't Act Together Concrete Weight = 145.Q pcf --Y-Y AXIS ROTATION FORCES ----- ...• Pressures@ Left/Right Moment: DL = ,o.o k-ft LL = 0.0 k-ft Short Term :::: 82.0 k-ft Shear: DL = 0.00 k. LL = 0.00 k Short Term = 0.00 k Biaxial Analysis Being Performed --x~x AXIS ROTATION FORCES -- •••. Pressures@ Top/Bot Moment: DL = o.-o k-ft LL = 0.0 k-ft Short Term= 0.0 k-ft Shear: DL = 0.00 k LL = 0 •. 00 k Short Term= 0.00 k SUMMARY ------Soil Pressure ---------------Moments & Shears ------ D+L Max Pressure = 681.1 psf Allowable Pressure = 2500.0 psf 'X' Ecc. of Resultant = Q.O in 'Y' Ecc. of Resultant = 0.0 in D+L+ST 2044.1 psf 3325.0 psf 18.3 in 0.0 in Mu/Phi = , Vu:1 Way = Vu:2 Way = Overturning -~atia= Max. Allowable 14. 9 k-ft 11.3 psi 8.1 psi '1.6 :1 93.1 psi 186.2 psi 1.5 :1 5.00 ft 18.00 ft 24.00 in 24.00 in 24.00 in Service Load Pressures ..•. DL + LL Dead+live+Short Term Factored Load Pressures •••• ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 = = = = = Bottom-Right 681.1 psf 2044.1 psf Bottom-Right 978.9 psf 2861. 7 psf 1839·. 7 psf Top-Rigbt 681 .. 1 psf 2044.1 psf Top-Right 978.9 psf 2861. 7 p~f -1839.7 psf Bottom-Left 681.1 psf 0.0 psf Bottom-Left 978.9 psf 0.0 psf 0.0 psf Top-Left 681.1 psf 0.0 psf Top-Left 978.9 psf 0.0 psf 0.0 psf ------------,-FOOTING DESIGN·---------,--------------'-- f' c = 3000 psi 'm'= l'y /(.85f'c) Fy -60000 psi Vn:1 ... 2(f'c)".5 Rebar CL clear to Soil = 3.5 in Vn:2 ••• 4(,f'-c)".5 Min. Steel ¾ = O. 0014 = = = 23.53 109.54 psi 219.1 psi ----------FACTORED SHEAR FORCES--------------- Two-Way Shear One-Way: Vu@ Left One-Way: Vu@ Right One-Way: Vu@ Top One-Way: Vu@ Bottom AC! 9-1 ACI 9-2 = 8.12ps.i 7.50psi = 0.00 psi 0.00 psi = 0.00 psi 0.00 psi = 11.26p$i 7.88psi = 11.26psi 7.88psi ACI 9-3 4.82 psi 0.00 p~i 0.00 ps.i 5.01 psi 5.07 psi Vn * Phi 186.23 psi 93.11 psi 93.11 psi 93·.11 psi 93.11 ,psi -----------FACTORED MOMENTS -------------- ACI 9-1 ACI 9..:2 Mu/Phi @ Left = 0.5. k-ft -0. 7 k-ft Mu/Phi @ Right = 0.5 k-ft _ 2.3 k-ft Mu/Phi @ Top ___ ... .:: __ 1~_.9 k-ft 10.3 k-ft Mu/Phi @ Bottom = 14. 9 k-ft 10.3 k-ft ACI 9-3 -0.4 k-ft 1.5 k-ft 6.6 k-ft 6.6 k-ft Ru 1. 7 psi 5.5 psi 35.4 psi 35.4 psi --------SERVICE LOAD OVERTURNING STABILITY -------- Factor of Safety : . -Y -:_ Y -AXIS Factor of Safety: X - X AXIS V4.4D (c) 1983-96 ENERCALC = = Static -None:- -,-None-,- Short' Term 1.64 :1 --None- As Req'd -0,344 in2/ft 0:344 in2/ft o·.344 in2/ft 0.344 in2/ft GEORGE R. SAUNDERS ASSOCIATES, KW060361. I I I I I I I I I I ·.\):) ··t..:·· I I I I I I I \J) I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL FOOTING.DESIGN I RETAIL AREA COLUMN #1 FOOTING ----DESIGN DATA-----,------'-'---AXIAL LOADS ---~ Allow. Soil Pressure = 2500.0 psf Dead Loa.d = 17. 70 k •.. Short Term Increase = 1.33 Live Load = 11.3 k Base Pedistal Height = 10.00 in Short Term Load = o.o k PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 10/13/97 DIMENSIONS Width Along X-X Axis Length Along Y-Y Axis Thickness = = = Seismic Zone = 4 ••.. Ecc. Along X-X Axis = 0.00 in Column Dim. Along X-X Axis= Column Di"m. Overburden Weight = 110.00 psf ... Ecc. Along Y-Y Axis = 0.00 in Live & Short Term Loads Don't Act Together Concrete Weight = 145.\0 pcf --Y-Y AXIS ROTATION FORCES -- ..•. Pressures@ Left/Right Moment: DL = LL = Short Term = Shear: DL = LL = Short Term = 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k o.oo k Biaxial Analysis Being Performed -. --X-X AXIS ROTATION FORCES--· ...• P ressu_res @ Top/Bot Moment: DL = LL = Short Term =_ Shear: DL = LL = -Short Term = 0.0 k-ft 0.0 k-"ft o.o k-ft a.op k 0.00 k 0.00 k Along Y-Y Axis= 4.00 ft 4.00 ft 18.00 in 0.00 in . 0.00 in ----------------__._ ___ ....,..SUMMARY--"-...._ ________ --'--------'------- ------Soil Pressure---------------Moments & Shears ------ D+L Max. Allowable Max Pressure = 2140.0 psf Mu/Phi = Allowable Pressure = ?500.0 psf 'X' Ecc. of Resultant = 0.0 in. 'Y' Ecc. of Resultant - 0 .. 0 in D+L+ST 1433. 7 psf 3325.0 psf 0.0 in 0.0 in V~u:1 Way = Vu:2 Way = overturning Ratio= 6.1 k-ft 12.0 psi 36.1 psi 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load Pressures •••• DL + LL Dead+live+Short Term = = Bottom-Right Top-Right 2140.0 psf 2140.0 psf 1433. 7 ps:f 1433. 7 psf Factored Load Pressures ••. , Bottom-Right Top-Right ACI Eq 9-1 = 3207. 9 psf 3207. 9 psf ACI Eq 9-2 = 2007.2 psf 2007.2 psf AC! Eq 9-3 = 1290.4 psf 1290.4 psf --'---------,--FOOTING DESIGN -----"----------- f'c = Fy = Rebar CL C1ear to Soil = Min. Steel¾ = Two-Way Shear = One-Way: Vu@ Left = One-Way: Vu@ Right = One-Way: Vu al Top = One-Way: Vu lil Bottom = 3000 psi 'm'= Fy /(,.85f'c)· 600QO psi Vn-:1 .... 2(f' c)". 5 3.5 in Vn:2 ••• 4(f.' c)".5 0.0014 = = = 23.53 109.54 psi 219.1 psi FACTORED SHEAR FORCES------------- ACI 9-1 ACI 9-2 36.15 psi 26.86 psi 11.96psi 6.70psi 11.96 psi 6.70 psi 11.. 96 psi 6. 70 psi 11. 96 psi 6. 70 psi ACI 9-3 17.27 psi 4.31 psi 4.31 psi 4 .• 31 psi 4.31 psi Vn * Phi ,186.23 psi 93.11 psi 93.11.psi 93.11 psi 93.11 psi -----------FACTORED MOMENTS _....__...,... _______ __,. __ ACI 9-1 AC! 9.:.2 AC! 9-3 · Ru As Req'd Bottom-Left 2140.0 psf 1433. 7 psf Bottom-Left 3207.9 psf 2007.2 psf 1290.4 psf Mu/Phi@ Left = 6.1 k-ft 3.4 k-ft 2.2 k-ft 2-? k-ft 2.2· k-ft 2.2 k-ft 29.1 psi 0.244 in2/ft Mu/Phi al Right = 6.1 k7ft 3.4 k-ft 29.1 psi 0.244 in2/ft 6.1 k-ft 3.4 k-ft 6.1 k-ft 3.4 k-ft Mu/Phi@ Top = Mu/Phi al Bottom = 29.1 psi 0.244 in2/ft 29. f psi--·-·-o.244 in2/ft -----------SERVICE LOAD OVERTURNING STABILITY-------- Factor of Safety: Y -Y AX!S Factor of Safety: X -X AXIS = = Static --None- --None-- Sbort Term --None-- --None-- Top-Left 2140.0 psf 1433. 7 psf Top-Left 3207.9 psf 2007.2 psf 1290.4 psf V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 •"•¼'.7\ .............. •,--..-~ ~=--·· .. • ... '7~' .,,,-.-. ,'-, _,.-.--.sz; ... ,7~..J, .,· .. ~-....... ~.""!.• ,~,, .•. ,.~.-••••••• -.• ~, .. ····•'··"''··"'······.· ·.-..... ~ ••• --,.~--. --~.-.-.-.. I I I I I I I I I I ......... .. --~ :.· =:::1 ._, ... I I I I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL FOOTING DESIGN RETAIL AREA COLUMN #2 FOOTING, PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 10/13/97 Page: CS~ ----DESIGN DATA--'----,---------~-AXIAL LOADS -· ---------DIMENSIONS----- Allow. Soil Pressure = 2500.0 psf Dead Load = .•. Short Term Increase = 1 . 33 Live Load = Base Pedistal Height = 10.00 in Short Term Load = Seismic Zone = 4 ... Ecc. Along X-X Axis = Overburden Weight = 110.00 psf ... Ecc. Along Y-Y Axis = Live & Short Term Loads ·Don.it Act Together Concrete Weight = 145.'~ pcf 12.80 k 7.6 k 0.0 k 0.00 in 0.00 in 1 Biaxial Analysis Being Performed -.-Y-Y AXIS ROTATION FORCES ----·-X-X AXIS ROTATION FORCES -- ••.• Pressures@ Left/Right Moment: l?L = LL = Short Ter111 = Shear: DL = LL = Short Term = 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.00 k ..... Pressures @ Top/Bot Moment: D!-= LL = Short Term= Shear: DL = LL = Short Term.= 0.0 k·dt 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.00 k Width Along X-X Axis = Length Along Y-Y Axis = Thickness = Column Dim. Along X-X Axis= Column Dim. Along Y-Y Axis= 3.50 ft 3.50 ft 18. OD in 0.00 in 0.00 in ---------------------------SUMMARY------------------------ ------Soi L Pressure --------------Moments & Shears ------ D+L Max.. AL Lowable Max Pressure = 1992.8 psf Mu/Phi = 4.3 k-ft AL Lowable Pressure = 2500. O psf 'X' Ecc. of Resultant = 0.0 in 'Y' Ecc. of Resultant = 0.0 in D+L+ST 1372.4 psf 3325.0 psf 0.0 in 0.0 in Vu:1 Way = vu:.2 ·Way = Overturning Ratio= 8.5 psi ,23.6 psi 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load Pressures .••• DL + LL Dead+live+Short Term Factored Load Pressures •.••• ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 = = = = = Bottom-Right. 1992.8 psf 1372.4 psf Bottom-Right 2976.1 psf 1921.4 psf .1235.2 psf Top-Right 1992.8 psf 1372.4 psf Top-Right 2976.1 psf 1921.4 psf 1235.2 psf ----------~ !'OOTING DESIGN ------~----- f'c Fy I = -300D psi 'm'= Fy /C.85f'c) = 23.53 = 600Cl0psi Vn:1 ••• 2(f'c~A.5 = 109.S-4 psi Rebar CL Clear to Soil = · 3.5 7n Vn:2 .•• 4(f,'c)A.5 -· 219.1 psi Min. Steel ¾ = 0.0014 ----------FACTORED SHEAR FORCES -'------'------,-- ACI 9-1 ACI 9-2 Two-Way Shear = 23.59 psi 18.77 psf One-Way: Vu@ Left One-Way: Vu@ Right One-Way: Vu@ Top One-Way: Vu@ Bottom = = = = 8.55 psi 5.01 psi 8.55 psi 5.01 psf 8.55 psi 5.01 psi 8.55 psi 5.01 psi ACI 9-3 12.07 psi 3.22 psi 3.22 psi 3 .. 22 psi 3.22 psi Vn * Phi 186.23 psi · 93.11ps:i 93.11' psi 93.11 psi 93.11 psi ------------F;A.CTORED MOMENTS --,---,,--,,------- ACI 9-1 ACI 9~2 ACI 9-3 Mu/Phi @ Left = 4. 3 k-ft 2. 5 k-ft Mu/Phi @ Right = 4.3 k-ft 2.5 k-ft As Req'd Bottom-Left 1992.8 psf 1372.4 psf ·Bottom-Left 2976.1 psf 1921.4 psf 1235.2 psf Top-Left 1992.8 psf 1372.4 psf Top-Left 2976.1 psf 1921.4 psf 1235.2 psf ,, ----------Mu/Phi.@ Bottom = 4.3 k-ft 2.5 k-ft 1.6 k-ft 1.6 k-'ft 1.6 k-ft 1.6 k-ft Ru 20.4 psi "20.4 psi 20.4 psi 20.4 psi I Mu/Phi @ Top = 4. 3 k-ft · 2. 5 k-ft --------SERVICE 'LOAD OVERTURNING STABILITY --------"- 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 1· I --· Factor of Safety : Factor of Safety: Y - Y AX!S X -X AXIS V4.4D (c) 1983-96 ENERCALC = = Stati.c --None-- -None- Short Term ---None-- --None-- GEORGE R. SAUNDERS ASSOCIATES, KW060361 -------~-~----,....,.__,,-....__,_ ·--------......... -----..... --1"--~------...... , -~ -.,--.---.~---,-----......._-----.-- I Im_-. I I I I I I I I ,:::-:_:-l ". -·.r :--· I I I I I I I .·_:·:_. ·:.·:.) ~,. I I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION GENTER CT SUITE 400 SAN DIEGO, CA_ 92108 GENERAL FOOTING DESIGN RETAIL AREA COLUMN #3 FOOTING ----DESIGN DATA ---· -------'------AXIAL LOADS-,------- AL Low. Soil Pressure = 2500.0 psf Dead Load = 13.50 k •.. Short Term Increase = 1.33 Live 'Load = 1"1.0 k Base Pedistal Height = 10.00 in, Short Term 'Load = 0.0 k PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 10/13/97 DIMENSIONS Width Along X-X Axis Length Along Y-Y Axis Thickness Page: {~7 = 3.50 ft = 3.50 ft = 18.00 in Seismic Zone = 4 ••• Ecc. Along X'-X Axis = 0. 00 in Column Dim. Along X-X Axis= 0.00 in Overburden Weight = 110.00 psf ••• Ecc. Along Y-Y Axis = 0.00 in Column Dim. Along Y-Y Axis= 0.00 in Live & Short Term Loads Don't Act Together Concrete Weight = 145.0 pcf Biaxial" Analysis Being P'erformed --Y-Y AXIS ROTATION -FORCES ------X-X AXIS ROTATION FORCES -- .••. Pressures@ Left/Right •..•. Pressures @ Top/Bot Moment: DL = 0.0 k-ft .Moment: DL = o.o k-ft LL = 0.0 k-ft LL = o.o k-ft Short Term = 0.0 k-ft Short Term= 0.0 k-f-t Shear: DL = 0.00 k Shear: DL = 0.00 k LL = 0.00 k LL = 0.00 k Short Term = 0.00 k Shc;>rt Term =; 0.00 k SUMMARY ------Soil Pressure --------"---------Moments & Shears ------ D+L Max. Allowable Max Pressure '" 2327. 5 psf Mu/Phi = 5.2, k-ft AL Lowable Pressure = 2500. 0 psf 'X' Ecc. of Resultant = 0.0 in 'Y' Ecc. of Resultant = Q.O in D+L+ST 1429.5 psf 3325.0 psf 0.0 in 0.0 ih Vu:1 Way = Vu:2 Way = overturning Ratio= 10.4 psi 28.8psi 999.0 :1 93.1 psi 186.2 psi 1.5 :1 Service Load Pressures •.•• DL + LL Dead+live+Short Term Factored Load Pressures •.•• AC! Eq 9-1 AC! Eq 9-2 AC! Eq 9-3 = = = = = Bottom-Right 2327.5 psf, 1429.5 psf Bottom-Right 3527.9psf 2001 .4 psf 1286.6 psf Top-Right 2327.5 psf 1429.5 psf Top-Right 3527.9 psf 2001.4 psf 1286.6 psf ---------,---FOOTING DESIGN ---------,--- f'c Fy = = 3000 psi 'm'= Fy /C.85f'c) 60000 psi Vn:1 ••• 2(f'c)".5 = 23.53 = 109.54 psi Rebar CL Clear to Soil -3.5 in Vn:2 .•• 4(f' c)".5 = 21.9.1 psi Min. Steel¾ --0.0014 ----------'-FACTORED SHEAR FORCES_....._ _______ ____ Two-Way Shear One-Way: vu@ Left One-Way: Vu@ Right One-Way: Vu@ Top One-Way: Vu@ Bottom ACI 9-1 ACI 9-2 = 28. 77 psi 19.80 psi -10.40 psi 5.28 psi -10.40 psi 5.28 psi = 10.40. psi 5.28 psi = 10.40 psi 5.28 psi ACI 9-3 · Vn * Phi 12. 73 psi 186.23 psi 3.40 psi 93.11 psi 3.40·psi 93.11 psi 3.40 psi 93.11 psi 3.40 ps:i 93.11 psi -----------FACTOREP MOMENTS ---------------e- ACI 9-1 AC! _9.:2 ACI 9-3 As Req'd Bottom-Left 2327.5 psf · 1429.5 psf Bottom-Left 3527.9 psf 2001.4 psf 1286.6 psf Mu/Phi@ Left Mu/Phi lil Right Mu/Phi@ Top Mu/Phi@ Bottom = 5.2 k-ft 2.6 k-ft 1. 7 k-ft = 5.2k-ft 2.6k-ft 1.7k-ft = 5 . 2 k-ft 2. 6 K~ft 1 . 7 k-ft = 5 .2 k-ft 2.6 k-ft 1. 7 k-f,: Ru 24.8 psi 24.8 psi 24.8 psi 24.·8 psi 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft -----,----SERVICE LOAD OVERTURNING STABILITY ---,..------,---- Factor of Safety: Y -Y AXIS = Factor of Safety: X -X AXIS = Static --Norie...;. --None- Short Term --None-- .,--None-- Top-Left 2327.5 psf 1429.~ psf Top-Left 3527.9 psf 2001.4 psf 1286.6 psf V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS. ASSOCIATES, KW060361 I I I I I I I I I I \) I I I I I 1- I . : :::·. I ·:s/ I MARTIN & DUNN, INC. STRUCTURAL·& CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 GENERAL FOOTING DESIGN RETAIL AREA COLUMN #4 FOOTING ----DESIGN DATA ----'------AXIAL LOADS ---- Allow. Soil Pressure = 2500.0 psf Dead Load = 4.80 k ... Short Term Increase -1.33 Live Load = 3.6 k Base Pedistal Height = 10.QO ·in Short Term Load = 0.0 k PROJECT# 960240 LEGOLAND CARLSBAD BEGINNING ;AST COMPLEX FSA Date: 10/13/97 DIMENSIONS Width Along X-X Ax~s Length Along Y-Y Axis Thickness = = = Seismic Zone = 4 ... Ecc. Along X-X Axis = 0.00 in Column Dim. Along X-X Axis= Overburden Weight = 110.00 psf .•. Ecc. Along Y-Y Axis = o.oo in Live & Short Term Loads Don't Act Together Concrete Weight = 145 .'o pcf \ --Y-Y AXIS ROTATION FORCES -- ..•• Pressures iii Left/Right Moment: DL = 0.0 k-ft LL = 0.0 k~ft Short Ter:m = 0.0 k-,ft Shear: DL = 0.00 k LL = o.oo·k Short Term = 0.00 k Biaxial Analysis Being Performed -.-X-X AXIS ROTATION FORGES -- .•..• Pressures @ Top/Bot Moment: DL = LL = Short Term= Shear: DL ~ LL = Short· Term = 0.0 k-ft 0.0 k-ft O.Ci k-ft 0.00 k 0.00 k 0.00 k Column !)im. Along Y-Y Axis= ,,,, t::: .:a. Page: C-,..~·:.,., 3.00 ft 2.50 ft 18.00 in 0.00 in 0.00 in ----------,----,-----------SUMMARY~-----,---------------------- Soil Pressure D+L Max Pressure = 1447.5 psf Allowable Pressure = 2500.0 psf 'X' Ecc. of Resultant = 'Y' Ecc. of Resultant = Service Load Pressures •.•• DL + LL Dead+live+Short Term Factored Load Pressures ••.• ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 0.0 in 0.0 in D+L+ST 967 .5 psf 3325.0 psf 0.0 in 6.o in = = = = = Moments & Shears Max. AL Lowable Mu/.Phi = 2.1 k-ft Vu:1 Way = 2.8 psi 93.1 psi Vu:2 Way = 7.6psi 186.2 psi overturning Ratio= 999.0 :1 1.5 :1 Bottom-Right 1447.5 psf 967 .5 psf Bottom-Rfght 2170.5 psf 1354.5 psf 870.8 psf Top-Right 1447.5 psf 967.5 psf Top-Right 2170.5 psf 1354.5 psf 870.8 psf Bottom-Left 1447.5 psf 967.5 psf Bottom-Left 2170.5 psf 1354.5 psf 870.8 psf Top-Left 1447.5 psf 967.5 psf Top-Left 2170.5 psf 1354.5 psf 870.8 psf ------------,-FOOTING DESIGN ---------------- = = f'c Fy Rebar CL clear to Soil = 3000 psi 60000 psi 3.5 in = 0.0014 Min. Steel ¾ 'm'= Fy /(.85f'c) Vn:1 ••• 2(f'c)".5 Vn:2 ••• 4(f' c)". 5 = 2~.53 = 109.54 psi = 219.1psi 'FACTORED SHEAR FORCES ACI 9-1 AC! 9-2 ACI 9-3 Vn * Phi Two-Way Shear = 7.64psi 6.47 psi 4.16 psi 186.23 psi One-Way: Vu iii Left = 2.80 psi 1.46 psi 0 •. 94 psi 93.11 psi One-Way: Vu al Right = 2.80 psi 1.46 psi 0.94 psi 93.11 psi One-Way: Vu iii Top -0.63 psi 0.35 psi 0·.23 psi 9~.11 psi One-Way: Vu al Bottom = 0.63 psi 0.35 psi 0.23 psi 93.11 psi FACTORED MOMENT$ ACI 9-1 AC! 9-2 AC! 9-3 Ru Mu/Phi al Left = 2.1 k-ft 1..1 k-ft 0. 7 k-ft 10.2 psi Mu/Phi al Right = 2.1 k-ft 1.1 k-ft 0 .. 7 k-ft 10.2 psi Mu/Phi al Top = 1.5 k-ft 0.8 k-ft 0.5 k-ft 7. 1' ps.i Mu/Phi al Bottom = 1.5 k-ft 0.8 k-ft 0.5 k-ft 7.1 psi. SERVICE LOAD OVERTURNING STABILITY Factor of Safety: Y -Y AXIS Factor of Safety : X -X AXIS V4.4D Cc) 1983-96 ENERCALC = = Stati.c --None- --None--, Short Term --None-- --None- As Req'd 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 0.244 in2/ft GEORGE R, SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I ·.":"-.·1 ...... I I I I I I I _ •• • ·1 .-·-:·.I <:.;;.' I I ~ .. -r·.,.- MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 PROJECT# 960240 LEGOLANO CARLSBAD BEGINNING EAST COMPLEX FSA Dc1te: 10/10/97 ·"' ,-. 0. Pag11: :::.,-;::, I COMBINED 'FOOTING DESIGN E-W SHEAR WALL ON GRID LINE 10 ----DESIGN DATA ---- Allowable Soil Pressure= 2500.0 psf Short Term Factor = 1.33 Seismic Zone = 4. Live Does Not Combine With Short Term f' c : Concrete = 3000 psi Fy: Reinforcing = 60000 psi concrete Weight = 145 pcf Overburden Dead Wt. = 110,0 psf Min. As ¾ = O. 0014 Column Size ... #1= 6.0in #2= ·6.0in ... Base Height #1= O.Oin #2= O.Oin Rebar CL to Soi L Dist. = 3.50 in ----APPLIED LOADS ---- At Col #1: Axial Shear Dead = 0.00 k 0.0 k Live = 0.00 k 0.0 k Shrt Trm=· 4.30 k 1. 7 k At Col #2: Axial Shear Dead = 0.0 k 0.0 k Live = 0.0 k 0.0 k Shrt Trm= -4.30 k 1. 7 k Moment 0.0 k-ft 0.0 k-ft 0.0 k-ft Moment 0.0 k-ft · 0.0 k-ft 0.0 k-ft -----DIMENSIONS--,----,- Ftg Dist Left of Col #1 = Distance Between Columns= Ftg Dist right of Col #2= Total Footing Length = Footing Width Footing Thickness = V4.4D Cc) 1983-96,ENERCALC 2.00 ft 9.00 ft 2.00 ft 13.00 ft 2.50 ft 18.00 in SUMMARY Service Allow ACI Factored Left S.P. :, Static D+L = 327.5 psf 2500.0 psf 9-1 = 458.5 psf Short D+L+S= 852.6 psf 3325.0 psf 9-2 = 1193.6 psf 9-3 = 767 .3 psf Right S.P •. : Stati C D+L = 327. 5 psf 2500 .·O psf 9-1 = 458.5 psf Short D+.L+S= 0.0 psf 3325.0 psf 9-2 = 0.0 psf 9-3 = 0.0 psf Resultant Ecc.: Static = 0.00 ft StabiL-ity Short Term -;3.17 ft Ratio = 1.74 :1 .••••• Col #1 ...•.•. , . Between... • .•••. Col #2 ••••••• Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 -0.0 psi -0.30 in2/ft 0.0 psi -0.30 in2/ft 0.0 psi 0.30 in2/ft ACI 9-2 = 5.4 psi 0.30 in2/ft10.3 psi -0.30 in2/ft 3.7 psi -0.30 in2/ft ACI 9-3 = 3.5 psi 0.;30 in2/ft8.1 psi -0.30 in2/ft 2.4 psi -0.30 in2/ft As(in2/ft/ft of width), negative--> As@ top of footing ---------------MOMENT & SHEAR FORCE SUMMARY ---------- ACI 9-1 ACI 9-2 ACI 9-3 ------- Mu@ c9lumn # 1 = -0.00 k-ft 1.02 k-ft 0.65 k-ft Mu bt),'n columns = -0.00 k-ft -1.95 k-ft -1.53 k-ft Mu@ column # 2 = 0.00 k-ft -0.70 k-ft -0.45 k-ft One-Way Shears •••• Allow.: Vn=2(f'cA.5) = 109.54 psi 109.54 psi 109.54 psi Actual : Vu / • 85-.•• Left of Column #1 = 0.00 psi 2.57 psi 1.65 psi Between Columns = 0.00 psi O. 95 psi 0.56 psi Right of Column #2 = Two-Way Shears ...• o.oo psi 1.68 psi 1.08 psi Allow-.: Vn=4(f'cA.5) = 219.09 psi 219.09 psi 219.09 psi A~tual@ Column #1 =· 0.04 psi 4.49 psi 5.01 psi Actual @.Column #2 = 0.04 psi 4.67 psi 5.13 psi GEORGE R, SAUNDERS ASSOCIATES, KW060361 ,,.----. -.... -~ .... --.·.-.: ..... -'"-,. .·-~ -. -~ ···---~~-...-_ • .,....__,,.....,,_ "%~ ------~ .... ~-.. ........... -,.,. ....... ~ .. -, --.. ,. ",., ....... ---·-~-,.-•• --.-. --~-.... ····---.~----~-------~-' I I I I I I I I I I .-·:·_.\ ...... J .•. I I I I I I I MARTIN & DUNN, INC. PROJECT# 960240 STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 -LEGOLAND CARLSBAD BEGINNING EAST COMPLEX FSA Date: 10/10/97 ,,.. -· 0 Page: ;--~ ~ COMBINED FOOTING DESIGN N-S SHEAR WALL ON GRID LINE G -----DESIGN DATA ---- Allowable Soil Pressure= 2500.0 psf Short Term Factor = 1.33 Seismic Zone = 4 Live Does Not Combine With Short Term f' c : Concrete = 3000 psi Fy: Reinforcing = 60000 psi Concrete Weight = 145 pct Overburden Dead Wt. = 110.0 psf Min .. As ¾ = 0.0014 Column Size ... #1= 6.0in #2= 6.0in .•. Base Height #1= O.Oin #2= O.Oin Rebar CL to Soil Dist. = -3.50 in ----APPLIED LOADS----',-- At Col #1: Axial Shear Dead = 0 .. 00 k 0.0 k Live = 0.00 k 0.0 k Shrt Trm= 6.30 k 4. 6 k Moment o.o k-ft O.O·k-ft 0.0 k-ft At Col #2: Axial Shear Moment Dead = O.Ok O.Ok. O.Ok--ft Live 0.0 k 0.0 k 0.0 k,-ft Shrt Trm= -6.30 k 4.6 k 0.0 k-ft -----DIMENSIONS------'- Ftg Dist left of Col #1 = , Distance Between Columns= Ftg Dist right of Col #'If. Total Footing Length = Footing Width = Footing Thickness = V4.4D (c) 1983-96 ENERCALC 1.00 ft 22.00 ft 1.00 ft 24.00 ft 2.50 ft 18.00 in . SUMMARY Service Allow ACI Factored Left S.P.: Static D+L= 327. 5 psf 2500. 0 psf 9-1 = 458.5 psf Short D+L+S= 927. 6 psf 3325. 0 psf 9-2 = 1298. 7 psf 9-3 = 834.9 psf Right S.P.: Static D+L= 327.5 psf 2500.0 psf 9-1 = 458.5 psf Short D+L+S= -0.0 psf 3325.0 psf 9-2 = 0.0 psf 9-3 = 0.0 psf Resultant Ecc.: Static = -0.00 ft Stability Short Term = -6.35 ft . Ratio = 1. 76 :1 ..•.•• Col #1 .....•.•. Between... • ••••• CoL #2 ••••••• Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 0.0 psi -0.30 in2/ft 0.0 psi -0.30 in2/ft 0.0 psi -0.30 in2/ft ACI 9-2 = 1.2 psi 0.30 in2/ffi'8.2 psi -0.31 in2/ft 0. 7 psi -0.30 in2/ft ACI 9-3 = 0.8 psi 0.30 in2/f153.3 psi -0.30 in2/ft 0.4 psi -0.30 in2/ft As(in2/ft/ft of width), negative--> As@ top of footing ----'-----'--------,,-· MOMENT & SHEAR FORCE SUMMARY--------- ACI 9-1 ACI 9-2 ACI 9-3 ------- Mu @ co:lumn # 1 --o.oo k-ft 0.23 k-ft 0.15 k-ft Mu btwn columns = -0.00 k-ft -14. 79 k-ft -10.08 k-ft Mu@ column # 2 = -o.oo k-ft -0.13 k-ft -0.08 k-ft One-Way Shears •.••• Allow.: Vn=2(f 1c".5) '"-109.54 psi 109.54 psi 109.54 psi Actu~l : Vu / .85 ••• . Left of Co~umn #1 0.00 psi 0.00 psi 0.00 psi Between Columns = 0.00.psi 8.93 psi 5.51 psi Right of Column #2 = 0.00 psi 0.00 psi 0.00 psi Two-Way Shears .••• Allow.: Vn=4(f'c".5) = 219.09 psi 219.09 psi 219.09 psi Actual@ Column #1 ... 0.04 psi 6.48 psi 7.29 psi Actual@ C9lumn #2 = 6.04 psi 7.44 psi 7.90 psi GEORGE R, SAU~DERS ASSOCIATES, KW060361 I I- I I I I I I I .-. 1·::i(·: I I I I I I l;_:j I I RISA-3P {R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 921.08 LEGOLAND CARLSBAD -'.BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: c.. CPI Date: File: RETCOL03 ============= ==================== ======================================== . --) Units ............................... US Standa,rd Steel Code ........................ AISC 9th Edition ASD Allowable Stress Increase Facto~ .. 1.~33 Include Shear Deformation ......... Yes Include Warping .... ·l· ............. Yes No. of Sections for ~ember Cales .. 5 Do Redesign ......... : . . . . . . . . . . . . . Yes P-Delta Analysis Tolerance ........ 0.50% Vertical Axis. . . . . . . . . . . . . . • . . . . . . Y ==================-·-'===-==· =< Joint Coordinates >-=-=========================== Joint X Y z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft------------ft-----------ft---·----------°F------------ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15· 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 60.330 5-6. 311 45,330 15. 330 . 4.349 60.330 56.311 45.330 15.330 4.349 60 .33·0 56.311 45.330 1,5.330 4.349 60.330 60.325 60.312 60.289 60.257 60.216 60.166 60.106 60.038 59.961 ... 59.874 59.779 59.674 59.561 59.439 59!308 59.168 59. 0·19 58.862 .o. 000 15,000· 25.981 25.981 15.000 -0. 000 15.000 25.981 25.981 15.000 0-. 000 15. 00-0 25. 9-81 25 .. 981 15.000 0.000 0.524 1.047 1. 570 2.093 2-. 615 3.i36 3.656 4.175 4.693 5. 2·09 5~724 6.237 6.'749 7.258 7. 765. 8.269 8.771 9.271 0.000 0.000 0.000 0.000 0.000 8.000 8.000 8.000 8.000 8.000 16.000 :t,.6. 000 16.000 16.000 16. o.oo 1.4. 000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14. 00·0 14.000 14.000 14.000 14.000 14.000 J,.4.000 14.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.OQ 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o. o_o 0.00 0.00 0.00 0.00 I I I I I I· I I I I :~:_:::1 . :_. :.· I I I I I I I I I : : ·-~ · .. Q:_j_) R:tSA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960'240 Page : C. C..?- Date: File: RETGOL03 ================·===. =======<· Joint Coordinat.es >------· -·-------------------- Joint X Y ~ Joint No Coordinate Coordinate Coordinate Temperature -----------------ft-----------ft------------ft--------------°F------------ 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61· 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 58.696 58.521 5~3.337 58.146 57.945 57.736 57.519 57.294 57.060 56.818 56.569 56.311 56.04.5 55.771 55-. 490 55. 2.0.1 54.905 54.601 54.289 53. 97_0 53.644 53.311 52.971 52 .624, 52.271 51. 91-0 51.543 51.170 50.790 50.404 50.012 49.614 49.210 48.800 48.384 47.964 47.537 47.106 46.669 46.228 45'. 781 45.330 44,874 44.414 43.950 43.481 9.767 10.261 10.751 11.238 11.722 12. 2,02 12.679 13.151 13'. 620 14.084 14.544 15.000 15.451 15.898 16.339 16.776 17.207 ·17.634 18:. 054 18.470' 18.880 19.284 19.682 20.074 20.460 . 20. 840 21.213 21.580 21.941 22. 294. 22.641 22.981 23·. 314 23.640' 23.959 24.271 24.575 24.871 25.160 25.441 2-S. 715 25.981 26.239 26.488 26. 7JO 2-6. 964 14.000 14.000 14.000 14.000 14.000 14.0QO 14:.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14. o·oo 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14,.000 14.000 14.000 14.000 0.00 0.00 0.00 0. o.o 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 .'00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I I I I I I I I I 1·--.. ·~~-·-.: I I I I I I 1.-:·.··. (i_) I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego,,CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX ~ETAIL AREA Job: 960240 Page: c::;:.&3 Date: File: RETCOL03 ===========================~ Joint Coordinates>---------------------------- Joint X Y Z Joint No Coord.inate Coordinate Coordinate Temperature ------------------ft------------ft---. --------ft--------------° F------------ 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107· 108 109 110 111 112 113 114 115 116 117 . 118 119 120 121 122 123 124 125 126 43.009 42.532 4·~. 05-2 4:l,.568 41.081 40.591 40.097 39.601 39.lOi. 38.599 38. 0:95 37 . .588 37.079 36.567 36. 054 35.539 35.023 34.505 33.986 33.466 32.945 32.423· 31.900 31.377 30.854 30·.330 29.806 29.283 28. 760. 28.237 . 27. 715 27.194 26.674 26.155 25.637 25.121 24.606 24.093 23.581 23.072 22.565 22.061 21,559 21.059 20.563 20. 0'69 27.189 27.406 27. 6.15 27.816 28.007 28.191 28.366 28.532. 28. 689 28.83.8 28.978 29.109 29:. 231 29.344 29.449 29.544 29.63-1 29.708 29. 77·6 29.836 29. 8'86 29. 9.27 29.959 29.982 29.995 30.000 29. 9·95 29.982 29.959 29.927 29.886 29.836 29·. 776 29.708 29,631 29.544 29.449 29.344 29.231 29.109 28.978 28.838 28.689 28.532 28.366 28.191 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14 ."000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14. 00:0 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 . 14.0()0 14.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.oo 0.00 o. oo· 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -r-w--~ •---·•1..-'----·---.. ---~-·-----.... • ---·--•..,.,....., . .._.•.,.,. .... , • .,.,~·•-'"'·•r•••·--•, ,~, ,,.,.,.-,,.,,_,. ___ ,.. • • ,,-~"':,-"' o,._.., .• -•.,· .,_··~· .. ---· ,,.,...,,,.,_,._.,_,, ,....-~.,• •:t-·o•• I 1.-,_ I I I I I I I 1 ··.·:·_:·:-. I I I I I I I----·-::/v I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: c..~ Date: File: RETCOL03 ============== · ==== .= -.====<: Jo·iht Coordinates >----------------------------- Joint X Y Z Joint No Coordinate Coordinate Coordinate Temperature ------------------ft-----------ft-----~------ft--~---·-------°F------------ 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 19.579 19.092 1-$.608 1$.128 17.651 17.179 16.710 16.246 15.786 15.330 14.879 14.432 13.991 13.554 13.123 12.696 12.276 11.860 11.45,0 11.046 10.648 10.256 9.870 9.490 9.117 8.750 8.389 8.036 1.689 7. 34.9 7.016 6.690 6.371 6.059 5.755 $ .459 · 5.170 4.889 4.615 4.349 28.007 27.816 27.615 27.406 27.189 26.964 26.730 26,488 26.239 25.981 25.715 25.441 25.160 24:, 871 24.575 24.271 23,959 23.640 23.314 22.981 22.641 22,294 21. 941 21.580 21.213 20.840 20. 46,0 20.074 19.682 19.284 18.880 18. 4'70 18·. 054 17.634 17. 207 16.776 16~339 15.89'8 __ · '15.451 1s.·ooo 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.Q00 14.Q00 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14. oo.o 14.000 14.Q00 14.000 14 . .000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 14.000 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o·. oo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 __ .,..., __ , __ _....,.,. __ .. ---· .. - -,~ --'<"-~ --r---· ... -... --_. I I. I I I I I I I 1::</:: I I I I I I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 9.60240 Page: {;..b-6 Date: File: RETCOL03 ----------------------------< Boundary Conditions>--------------------------- Joint +---------Translation--------+ +----------Rotation----------+ No X Y Z. Mx My Mz -----------K/in-------K/in-------K/in---~--K-ft/rad---K-ft/rad---K-ft/rad--- 1 Reaction Reaction Reaction Reaction Reaction Reaction 2 Reaction Reaction Reaction Reactibn Reaction Reaction 3 Reaction Reaction Reaction Reaction Reaction Reaction 4 Reaction Reaction Reaction Reaction Reaction Reaction 5 Reaction R~action Reaction Reaction Reaction Reaction 16 STORY 1 STORY 1 46 STORY 1 STORY 1 76 STORY 1 STORY 1 136 STORY 1 STORY 1 166 STORY 1 STORY 1 -----------~~-------------< Materials (General) >--------------------------- Material Young's· Shear Poisson's Thermai Weight Yield Label Modulus Modulus Ratio Coef. Density Stress -------------Ksi-~--------Ksi--~-~----------~10A5°F----K/ft3-------Ksi------ A36 29000.00 11154.00 0.3-000 0.6500~ 0.490 36.00 A35 290.00. 00 11154. 00 0. 30-00 0. 65000 0. 490 35. 00 AS00 29000.00 11154.00 · 0.3000 0.65000 0.490 46.00 ===================:===========<Sections>=============================== Section Database Material As As I I Torsion T Label Shape .Label Area yy zz yy zz J C -------------~----------------inA2-------~------inA4------inA4------inA4---- COL PI12XS A35 19.24 1.2 1.2 361.54 361.54 723.09 BMl TU12X6X6 A500 12. 60 l. 2 1. 2 71 .. 20 228. 00 190. 00 ======= -=========·. ========· ===-==< Members > -========================== _ ===== Member Joirits x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Label i Length - - - --------- -----'------·--- - - - - --- --xyzxyz-xyzxyz---in-----in--- - --- - - - - --ft--- 1 1 6 COL -8.00 2 6 1,6 COL 6. 00 3 16 11 COL 2. 00 4 2 7 COL 8. 00 5 7 16 COL 6. 00 6 46 12 . COL 2. 00 7 3 8 COL 8. 00 8 8 76 COL 6. 00 9 7 6 13 COL 2 • 00 10 4 9 coi. a. oo 11 9 136 COL 6.00 12 136 14 COL 2.00 13 5 10 COL 8 . 0 0 14 10 166 COL 6. 00 15 166 15 COL 2. 00 16 16 1 7 9 0 . 0 BMl 0 . 5 2 I I I I I I I I I .. 1·<-:'! I I I I I I 1:::-:·.:. \:_::,:: I I RISA-3D (R) Version.3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 960240 Page: c (..,?(.,· Date: File: RETCOL03 ======================= =======<Members>================================ Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Label i Length ----------------------~-~--------xyzxy~-xyzxyz-,-in-----in-------------ft---0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52· 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49· 50 51 52 53 54 55 56 57 58 59 60 61 62 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 '56 57 58 59 60 61 62 63 90.0 BMl · 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMi 90.0 BMl 90.0 BMl 90.0 BMl .90. 0 BMl 90.0 BMl 90. o· BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 :13Ml 90.0 BMl 90.0 l3Ml 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl -- 90. 0 ;BM1 90. 0 BMl 90.0 BMl 90.0 BMl ~o.o BM1 90.0 BMl 90.0 BMl 90. 0 EMl I I I I I I I I I I .. '.:\:-' I I I I I I I_._-·_ ... _ :;=.i) I I RISA-3D (R) Version 3,0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -~EGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: C e::,7 Date: File: RETCOL03 ======· ======== -==============·==·< Members >==-=============================== Member Jo-ints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set I: MMM J: MMM I-End J-End Label f Length ------- ---------.. ------,-.-----""---xyzxyz·-xyzxyz---in-----_in-------------ft--- 63 63 64 90~0 BM1 0.52 64 64 65 90. 0 BMl O. 52 65 65 66 90.0 BMl 0.52 66 66 67 90.0 BMl 0.52 67 67 68 90.0 BMl 0.52 68 68 69 90.0 BMl 0.52 69 69 70 90.0 BMl 0.52 70 70 71 90.0 BMl 0.52 71 71 72 90.0 BMl 0.52 72 72 73 90.0 BMl 0.52 73 73 74 90.0 BMl 0.52 7 4 7 4 7 5 9 0 , 0 BMi O • 5 2 7 5 7 5 7 6 9 0 . 0 BMl O • 5 2 76 76 77 90.0 BMl 0.52 7 7 7 7 7 8 9 0 .. 0 BMl O . 5 ~ 78 78 79· 90.0 BMl 0.52 7 9 7 9 8 0 9 0 . 0 BMl O • 5 2 , 80 80 81 90.0 BMl 0.52 81 81 82 90.0 BMl 0.52 82 82 83 90. 0 BMl O; 52 83 83 84 90.0-BMl 0.52 84 84 85 90. 0 BMl O. 52 85 85 86 90.0 BMl 0.52 8 6 8 6 8 7 9 0 • 0 BMl 0 • 5 2 8 7 8 7 8 8 9 0 . 0 .BMl O • 5 2 88 88 89 90.0 BMl 0.52 89 89 90 90. 0 BMl O. 52 9 0 9 0 91 9 0 . 0 I3Ml O • -S 2 91 91 92 90.0 BMl 0.52 9 2 9 2 9 3 9 0 . 0 BMl O • 5 2 93 93 94 90.0 BMl 0.52 94 94 95 90. 0 BMl O. 52 95 95 96 90.0 BMl 0.52 9 6 9 6 9 7 9 0 . 0 BMl O • 5 2 97 97 98 90.0 BMl ·0.52 98 98 99 90.0 BMl o.5i 99 99 1-00 90. 0 BMl O. 52 100 100 ;1..01 90 ~ 0 BM1 0. 52 101 101 102 90.0 BM1 0.52 10 2 10 2 10 3 9 0 . 0 BMl O • 5 2 103 103 104 90.0 BMl 0.52 104 104 105 90. 0 BMl O. 52 105 105 106 ~0.0 BMl 0.52 10 6 i O 6 10 7 9 0 . 0 BMl O • 5 2 107 107 108 90:0 BMl 0.52 108 108 109 9.0. 0 BMl O. 52 I 1_ I I I I I I I l>:::-_;-1 I I I I I I I-.:----__ ,"-.:_·-_;/ I I RISA-3D ("R) Vers-ion 3 . 0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page : c.,. e:.. 8 Date: File: RETCOL03 ===============================<Members>================================ Member Joints x Axis section End Releases Offsets Inactive? No I J K Rota-te Set I: MMM. J: MMM I-~nd J:End Label ,!, Length_ ----------------------~---~~-----xyzxyz-xyzxyz--~1n-----1n-------------ft--- 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143- '144 145 146 147 148 149 150 151 152 153 154 110 111 112 113 114 115 - 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147- 148 149 150 151 152 153 154 155 -90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90 .0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90. 0 BM:I. 90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 BMl 90.0 BMl 9-0 .0 BM1 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90.0 BMl 90. 0 BMl 90.0 BMJ., 90~0 BMl ______ 90. 0--BMl- 90. 0 .BMl 90. 0 BMl -90. 0 BMl - 90.0 BMl ~o.o BM1 90.0 BMl 90.0 BMl 90 .0 BMl 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 -0.52 0.52 0.5-2 0.52 0.52 0.52 0.52 0.52 0.52 0. 52_ 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 -·---,. -----~-. ~ . ..-. ,.,. ______ ......... , .. -.......--, ........ -~·-. -.--· .. ~ ............... ~ I I I I I I I I I 1-.-:.\? I I I I I I I ... , (/) I I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 · LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 9-60240 Page: c&-C'f Date: File: RETCOL03 ===============================<Members>================================ Member Joints x Axis Section End Releases Offsets Inactive? No I J K Rotate Set;. I: MMM J.: MMM I-End J-End Label ,1, Length ----------------------------------xyzxyz-xyzxyz---in-----in-------------ft--- 155 155 156 90.0 BMl 0.52 156 156 157 90.0 BMl 0.52 15 7 15 7 15 8 \ 9 0 . 0 BMl O • 5 2 15 8 15 8 15 9 \ 9 0 . 0 BMl O • 5 2 159 159 160 90. 0 BMl O. 52 160 160 161 90. 0 BMl O. 52 161 161 162 90.0 BMl 0.52 162 162 163 90.0 BMl 0.52 163 163 164. 90.0 BMl 0.52 164 164 165 90.0 BMl 0.52 165 165· 166 90.0 BMl 0.52 ------------------~-------< AISC,NDS Parameters>========================== Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set ie2 lel le~bend yy zz CH y z ---------------ft-----ft------ft------ft----------------------------------- 1 COL 8.00 . 2 COL 6.00 3 COL 2.00 4 COL 8.00 5 COL 6.00 6 COL 2.00 7 COL 8.00 8 COL 6.00. 9 COL 2.00 10 COL 8.00 11 COL 6.00 12 COL 2.00 13 COL 8.00 14 COL 6.-00 15 COL 2. 00 \ 16 BMl 0.52 17 BMl 0.52 18 BMl 0.52 19 BMl O ._52 20 BMl 0.52 21 BMl 0.52 22 BMl 0.52 23 BMl 0.52 24 BMl 0.52 25 BMl 0.52 26 BMl O. 52 27 BMl 0.52 28 BMl 0.52 29 BMl Q.52 30 BMl 0.52 I I-·-_. I I I I I I I 1·::-::> I I I I I I I ...... (i) I I RISk-3D (R) Version 3 . 0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 960-24Q Page: C ;C' Date: File: RETCOL03 ==============. =========·==< AlSC, NDS Parameters >--------------------------- Section Length Lb-yy Lb-zz Lcotnp K K Cmyy Cmzz Cb,B Sway Member Set le2 ie1 le-bend yy zz CH y z ---------------ft------ft-----ft------ft---------------------------------- 31 BMl 0.52 32 BMl 0.52 33 BMl 0.52 34 BMl 0.52 35 BMl 0.5~ 36 BMl 0.52 37 BMl 0.52 38 BMl 0.52 39 BMl 0.52 40 BMl 0.52 41 BMl 0.52 42 BMl 0.52 43 BMl 0.52 44 BMl 0.52 45 BMl 0.52 46 BMl 0.52 47 BMl Q.52 48 BMl 0.52 49 BMl 0.52 50 BMl 0.52 51 BMl 0.52 52 BMl ·o. 52 53 BMl 0.52 54 BMl 0.52 55 BMl. 0.52 56 BMl 0.52 57 B~l 0.52 58 BMl 0.52 59 BMl 0~52 60 BMl 0.52 61 BMl 0.52 62 BMl 0.52 63 BMl 0.52 64 BMl 0.52 65 BMl 0.52 66 BMl 0.52 67 BMl 0.52 68 BMl _______ .. -0.52 69 BMl 0.52 70 BMl 0,52 71 BM1 o·.52 72 BMl 0.52 73 BMl 0.52 74 BMl 0.52 75 BMl 0.52 76 BMl 0.52 I 1. I I I I I I I -.·.· 1>:-::.\ I I I I I I I .· <J I I RISA-3D (R) Ver~ion 3,0 Martin & Dunn 7801 Mission center ct., #400 San Diego, CA 92108. LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: c..7 / Date: File: RETCOL03 ==============· ===========< AISC, NDS Parameters >----~--------·-------------- Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set . le2 lel le-bend yy zz CH y z ---------------ft-----ft---: -ft.-----ft---------J ------------------------ 77 BMl 78 BMl 79 BMl 80 BMl 81 BMl 82 BMl 83 BMl 84 BMl 85 BMl 86 BMl 87 BMl 88 BMl 89 BMl 90 BMl 91 BMJ., 92 BMl 93 BMl 94 BMl 95 BMl 96 BMl 97 BMl 98 BMl 99 BMl 100 BMl 101 BMl 102 BMl 103 BMl 104 BMl 105 BMl 106 BMl 107 BMl 108 BMl 109 BMl 110 BMl 111 BMl 112 BMl 113 BMl 114 BMl 115 BMl 116 BMl 117 BMl 118 BMl 119 BMl 120 BMl 121 BMl 122 BMl O·. 52 0.52 0. 52\ o.5i, 0.52 0.52 0.52 0.52 0.52 0.52 .0.52 0 .52 ·, 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 ·0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0:52 0.52 0.52 0.52 0.52 0.52 I I I I I I I I I I .. ·· .. ·:· .. I I I I I I 1 .... :.--: :~.' I I RISA-3D (R) Version 3.0 Mart in & Dunn 7801 Mission ·center -Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL A,REA Job : 960240 Page: C..71.- Date: File: RETCOL03 ==========================< AISC,NDS Parameters>===============·=========== Section Length Lb-yy Lb-zz Lcomp K K Cmyy Cmzz Cb,B Sway Member Set le2 lel le-bend yy zz CH y z ---------------ft------ft------ft-----ft-----·--------------------------- 123 BMl 124 BMl 125 BMl 126 BMl 127 BMl 128 BMl 129 BMl 130 BMl 131 BMl 132 BMl 133 BMl 134 BMl 135 BMl 136 BMl 137 BMl 138 BMl 139 BMl 140 BMl 141 BMl 142 BMl 143 BMl 144 BMl 145 BMl 146 BMl 147 BMl 148 BMl 149 BMl 150 BMl 151 BMl 152 BMl 153 BMl 154 BMl 155 BMl 156 BMl 157 BMl 158 BMl 159 BMl .160 .. BMl 161 BMl 162 BMl 163 BMl 164 BMl .165 BMl 0.52 0.52 0.52 0 .52', 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 D.52 0.52 0.52 b.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 . 0. 52 I I I I I I I I I 1 . .-.:=:: I I I I I I I .. :2) 1····· .. I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: c 13 Date: File: RETCOL03 -----------------------< Envelope AISC Unity Che,eks >---------------------- Unity Shear Fb Fb Cm Cm ASD Memb Chk Loe le Chk Loe le F~ 'I'.( z~ Cb yy zz Eqn -----------------------------------Ks1----Ks1----Ks1------------------------ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 0.192 1 0.084 5 0 .. 000 1 0.443 1 0.300 5 0.000 1 0.420 1 0.257 5 0.000 1 0.670 1 0.244 5 .0.000 1 0.688 1 0.324 5 0.000 1 0.164 1 0.159 1 0.154 1 0.148 1 0.142 1 0.135 1 0.128 1 0.121 1 0.113 1 0.105 1 0.099 5 0.102 5 0.103 5 0.103 3 0.102 1 0.099 1 0.094 1 0.088 1 0.079 1 0.069 1 0.056 1 0.049 5 0.063 5 0.077 5 0.091 5 0.106 5 0.121 5 0.136 5 0.152 5 0.176 5 0.252 1 2 2 i 2 2 1 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 1 2 0.038 1 2 0.038 1 2 0. 000 .1 1 Q.052 1 2 0.052 1 2 0.000 1 1 0.104 1 2 0.104 1 2 0.000 1 1 0.043 1 2 0.043 1 2 0.000 1 1 0.054 1 2 0.054 1 2 0.000 1 1 0.040 1 y 1 0.039 1 y 1 0.037 1 y 1 0.035 1 y 1 0.032 1 y 1 0.029 1 y 1 0.'026 1 y 1 0.022 + y 1 0.020 1 z 2 0.022 1 z 2 0.023 1 z 2 0.02"5 5 y 2 0.027 5 y 2 0.029 5 y 2 0.031 5 y 2 0.033 5 y 2 0.035 5 y 2 0.037 5 y 2 0.038 5 y 2 0. 03.9 5 y 2 0.040 5 y 2 0.041 5 y 2 0.041 'Sy 2 0.041 5 y 1 0.043 5 y 1 0.045 5 y 1 0.046 5 y 1 0,046 5 y 1 0.046 5 y 1 0.045 5 y 1 0.071 1 z 2 26.55 26.97 20.78 26.55 26.97 20.78 26.55 20.23 20.78 26.55 26.97 20.78 26 . .55 26.97 20.78 36 .59 . 36.59 36.59 36.59 36.59 36.59 36.59 36.59 36.59 36,.59 27.45 27.45 27.45 27.45 27.45 27.45 27.45 27.45 27.45 27.45 27.45 36.59 -36. 5·9- 36. 59 36.59 · 36 ~ 59 36. 5·9 36.59 36.59 27 .4.5 36.59 30.79 30.79 30.79 30.79 23.10 23.10 30.79 30.79 30.79 30.79 23.10 23.10 30.79 30.79 23'.10 23.10 23.10 23.10 30.79 30.79 30.79 30.79 2).10 23.10 30.79 30.79 30.79 30.79 23.10 23.10 36.79 40.47 36.79 40.47 3 6 . 7·9 4 0 . 4 7 36.,79 40.47 36.79 40.47 36.79 40.47 36.79 40.47 36.79 40.47 36. 79 40 _47· 36.79 40.47 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 27.60 30.36 36.79 40.47 36.79 40.47 36:79 40.47 36.79 40.47 36.79 40.47 36.79 40.47 36.79 40.47 36.79 40.47 27.60 30.36 36.79 40.47 1.00 1.00 1.00 1.00 1. o.o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 . 1. 00 .. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1. o.o 1.00 1.00 1.00 0.76 0.56 0.60 0.67 0.44 0.60 0.67 0.77 0.60 0.44 0.80 0.60 0.24 0.76 0.60 0.96 0.95 0.95 0.94 0.93 0.93 0.91 0.90 0.87 0.82 0.98 0.98 0.97 0.97 0.96 0.95 0.93 0.91 .0.88 0.82 0.64 0.99 0.99 1.00 1.00 0.99 0.99 0.98 0.98 0.95 0.83 0.65 Hl-2 0.50 Hl-2 0.60 Hl-1 0.48 Hl-2 0.70 Hl-2 0.60 Hl-1 0.65 Hl-2 0.82 Hl-2 0.60 Hl-1 0.71 Hl-2 0.21 Hl-2 0.60 Hl-1 0.69 H2-1 0.37 H2-1 0.60 Hl-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-:1 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0.85 Hl-2 0 ;85 Hl-2 0.85 Hl-2 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 H2-1 0.85 Hl-2 0.85 H2-1 I RISA-3b (R) Version 3.0 I Martin & Dunn Job : 960240 7801 Mission Center Ct., #400. Page: C. 7 f- San Diego, CA 921.08 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I =======================< Envelope AISC Unity Checks >======================= Unity Shear J;b Fb Cm Cm ASD Memb Chk Loe le Chk Loe le Fa yy zz Cb yy zz Eqn I -------------·--------------------KSi----Ksi---Ksi----------------------- 47 0.227 1 2 0.065 1 z 2 36.59 36.79 40.47 1.00 0.72 0.85 H2-1 48 0.202 1 2 0.060 1 z 2 36.59 3(5.79 40.47 1.00. 0.26 0.85 H2-1 49 0.199 5 2 ·.o. 055 1 z 2 36.59 36.79 40.47 1.00 0.75 0.85 H2-1 I 50 . 0.201 5 2 Q.050 :J.. z 2 36.59 3-6. 79 40.47 1.00 0.85 0.85 H2-1 51 0.202 5 2 .0.045 1 z 2 36_.59 .36;79 40.47 1.00 0.90 0.85 H2-1 52 0.202 1 2 0.040 1 z 2 36.59 36.79 40.47 1.00 0.93 0.85 H2-1 I 53 0.200 1 2 0.038 5 y 2 36.59 36.79 40.47 1.00 0.94 0.85 H2-1 54 0 .l-97 1 2 0.037 5 y 2 36.59 36. 7'9 40'. 47 1.00 0.96 0.85 H2-1 55 0.192 1 2 0 .. 036 5 y 2 36.59 36.79 40.47 1.00 0.96 0.85 H2-1 56 0.185 1 2 0.036 5 y 2 36.59 36.79 40.47 1.00 0.97 0.85 H2-1 I 57 0.177 1 2 0.036 5 y 2 36.59 36.79 40 .47 1.00 0.98 0.85 H2-1 58 0.166 1 2 0.036 5 y 2 36.59 36. 7·9 40.47 1.00 0.98 0.85 H2-1 59 0.154 1 2 0.037 5 y 2 36.59 36.79 40.47 1.00 0.99 0.85 H2-1 I 60 0.140 1 2 0.038 5 y 2 36 .59 36.79 40.47 1.00 0.99 0.85 H2-1 61 0.14;5 5 2 0. 0-39 5 y 2 36.59 36 .79 40.47 1.00 1.00 0.85 H2-1 62 0.164 5 2 0.041 5 y 2 36.59 36.79 40.4:7 1.00 1.00 0.85 H2-1 It\) 63 0.182 5 2 0.043 5 y 2 36 .1:59 36.79 40.4:7 1.00 0.99 0.85 H2-1 64 0.200 5 2 0.046 5 y 2 36.59 36.79 40.47 1.00 0.99 0.85 H2-1 65 0.217 5 2 0.049 5 y 2 36.59 36.79 40.47 1.00 0.98 0.85 H2-1 66 0.234 5 2 0.053 5 y 2 36.59 36.79 40.47 1.00 0.98 0.85 H2-1 I 67 0.250 5 2 ·O. 057 5 y 2 36.59 36.79 40 .47 1.00 0.97 0.85 H2-1 68 0.266 5 2 0.062 5 y 2 36.59 36.79 40.47 1.00 0.97 0.85 H2-1 69 0.281 5 ~ 0.066 5 y 2 36.59 36.79 4.0. 47 1.00 0.96 0.85 H2-1 I 70 0.296 5 2 ·o. 073 5 y 2 36.59 36.79 40.47 1.00 0.94 0.85 H2-1 71 0.310 5 2 0.079 5 y 2 36.59 36.79 40.47 1.00 0.93 0.85 H2-1 72 0.324 5 2 0.086 5 y 2 36.59 36-. 79 40.47 1.00 0.90 0.85 H2-1 I 73 0. 3.38 5 2 0.093 5 y 2 36.59 36.79 40.47 1.00 0.86 0.85 H2-1 74 0 .3SO 5 2 0 .10:1 5 y 2 36.59 36.79 40.47 1.00 0.77 0.85 H2-1 75 0.371 5 2 0.110 5 y 2 36.59 36.79 . 40 .47 1.00 0.44 0.85 H2-l 76 0.609 1 1 0.086 1 y 1 27.45 '2.7.60 30.36 1.00 0.96 0.85 Hl-2 I 77 0.548 1 1 0.072 1 y 1 27.45 27.60 30.36 1.00 0.95 0.85 Hl-2 78 0.490 1 1 0.080 1 y :J, 27.45 27.60 30.36 1.00 0.95 0.85 Hl-2 79 0.433 1 1 0.087 1 y 1 27.45 27.60 30.36 1.00 0~94 0.85 Hl-2 I 80 0.378 1 1 0.093 1 y 1 27.45 27.60 30.36 1.00 0.93 0.85 Hl-2 81 0.3-26 1 1 0. 0.98 ly 1 27 .. 45 27.60 30.36 1.00 0.92 0.85 Hl-2 82 0.275 1 .1 0.102 1 y 1 ·27.45 27.60 30.36 1.00 0.90 0.85 Hl-2 83 0.226 1 1 0.105 J,. y :l. 27.45 27.60 30.36 1.00 0.88 0.85 Hl-2 I 84 0.179 1 1 0.107 :J, y 1 27.45 27.60 30.36 1.00 0.83 0. 8·5 Hl-2 85 0.134 i 1 0.198 1 y 1 27.4;5 27.60 30.36 1.00 0.73 0.85 Hl-2 86 0.091 1 1 0 .10'8, 1 y 1 27.45 21.60 30.36 1.00 0.22 0.85 Hl-2 I 87 0.083 5 2 0.108 1 y 1 36.59 36.79 40.47 1.00 0.85 0.85 H2-l 88 0.105 5 2 ·o .101 1 y 1 36.59 36.79 40.47 1.00 0.85 0.85 H2-l .. -·: .. 89 0.126 5 2 0.105 1 y 1 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I\'.:_:.,) 90 0.145 5 2 0.102 1 y 1 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 91 0.163 5 2 0.098 1 y 1 3-6. 59 36. 79 40 .. 47 1.00 0.85 0.85 H2-1 92 0.180 5 2 0.094; 1 y 1 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I I RISA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., ·#400 Page: c.. 75 San Diego, CA 92108 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I -=============~= ======< Envelope AISC Unity Checks >======================= Unity Spear. Fb Fb cm Cm ASD Memb Chk Loe le Chk .Loe le Fa yy z.z Cb yy zz Eqn ---------------·-·--------------Ksi----Ksi----Ksi----------------------- I 93 0.195 5 2 0.090 1 y 1 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 94 0.211 5 1 0.085 1 y 1 27.45 27.60 30 .36 1.00 0;96 0.85 Hl-2 95 0.234 5 1 :O. 079 1 y 1 27.45 27.60 30.36 1.00 0.97 0.85 Hl-2 I 96 0.254 5 1 0 .. 073 1 y 1 27.45 27.60 30.36 1.00 0.97 0.85 Hl-2 97 0.272 5 1 0.067 1 y 1 27.45 27.60 30.36 1.00 0 .9·8 0.85 Hl-2 98 0.288 5 1 0.060 1 y 1 27.45 27.60 30.36 1.00 0.98 0.85 Hl-2 I 99 0.302 5 1 0.053 1 y 1 27.45 27.60 30.36 1.00 0.98 0.85 Hl-2 100 0.314 5 1 0.045 1 y 1 27.45 27.60 30.36 1.00 0.99 0.85 Hl-2 101 0.323 5 l· 0.038 1 y 1 27.45 27.60 30.36 1.00 0.99 0.85 Hl-2 102 0.331 5 1 0.034 1 z 2 27.45 27.60 30.36 1.00 0.99 0.85 Hl-2 I 103 0.336 5 1 0 .031, 1 z 2 27.45 27.60 30.36 1.00 0.99 0.85 Hl-2 104 0.339 5 1 0.028 1 z 2 27.45 21.60 30.36 1.00 1.00 0.85 Hl-2 105 0.340 5 1 0.026 5 y 2 27.45 27.60 30.36 1.00 1.00 0.85 Hl-2 I 106 0.340 1 1 0.025 5 y 2 27.45 27. 60 30.36 1.00 1.00 0.85 Hl-2 107 0.339 1 1 0.024 5 y 2 27.45 27.60 30.36 1.00 1.00 0.85 Hl-2 108 0 .,336 1 1 0.024 5 y 2 27.45 27.60 3-0 .36 1.00 1.00 0.85 Hl-2 109 · 0 .331 1 1 0.029 5 y 1 27.45 27. 6.0 30.36 1.00 0.99 0.85 Hl-2 1 ... ·.;,, 110 0.323 1 1 0.0~7 5 y 1 27.45 27. 60 30 ~-36 1.00 0.99 0.85 Hl-2 · .• ·1 •• ·,i 111 0.313 1 l 0. 045. 5 Y· 1 27.45 27.60 30.36 1.00 0.99 0.85 Hl-2 112 0.302 1 1 0.052 5 y 1 27 .. 45 27.60 30.36 1.00 0.99 0.85 Hl-2 I 113 0.288 1 1 0.059 5 y 1 27.45 27.60 3-0. 3 6 1.00 0.98 0.85 Hl-2 114 0.272 1 1 0.066 5 y 1 27.45 27.60 30.36 1.00 0.98 0.85 Hl-2 115 0.253 1 1 0.072 5 y 1 27.45 27.60 30.36 1.00 0.98 0.85 Hl-2 I 116 0.233 1 1 0.078 5 y 1 _2 7. 45 2.7.60 30.36 1.00 0.97 0.85 Hl-2 117 0.211 1 1 '0.084 5 y 1 27 .. 45 27.60 30.36 1.00 0.97 0.85 Hl-2 118 0.186 1 1 0.089 5 y 1' 27 _-45 27.60 30.36 1.00 0.96 0.85 Hl-2 119 0.159 1 1 0.093 5 y 1 27.45 27.60 30.36 1.00 0.95 0.85 Hl-2 I 120 0.131 1 1 0.097 5 y 1 27.45 27.60 ,30. 36 1.00 0.94 0.85 Hl-2 121 0.100 1 1 0.101 5 y 1 2.7.45 27.60 30.36 1.00 0.93 0.85 Hl-2 122 0.094 5 2 0.103 5 y 1 36.59 ~6.79 40.47 1.00 0.85 0.85 H2-1 I 123 0.096 5 2 Q.105 5 y 1 36.59 36. 7·9 40.47 1.00 0.85 0.85 H2-1 124 0.098 5 2 0 .10·7 5 y 1 36.59 36.79 40.47 1.00 0 .-85 0.85 H2-1 125 0.110 .5 2 0.107 5 y 1 36 .. 59 ·36. 79 40.47 1.00 ,0. 85 0.85 H2-1 I 126 0.140 5 2 0.107 5 y 1 36.59 36. 79· 40.47 1.00 0.85 0.85 H2-1 127 0.180 5 1 0.106 5 y 1 27.45 27.60 30.36 1.00 0.81 0.85 Hl-2 128 0.227 5 1 0.104 5 y' 1 27.45 27.60 30.36 1.00 0.87 0.85 Hl-2 129 0.276 5 1 0.100.5 y 1 27.45 27.60 30.36 1.00 0.90 0.85 Hl-2 I 130 0.327 S--=!---· .0.097 5 y 1 27.45 27 .. 60 30.36 1.00 0.92 0.85 Hl-2 131 0.380 5 :J_ 0.092 5 y 1 27:15 27,60 30.36 1.00 0.93 0.85 Hl-2 132 0.435 5 1 0.085 5 y 1 27.45 27.60 30.36 1.00 0.94 0.85 Hl-2 I 133 0.491 5 1 ·:o.Q'18 5 y 1 27.45 27. 60 30.36 1.00 0.94 0.85 Hl-2 134 0.550 5 1 0. 0-84 5 z 2 27.45 27.60 30.36 1.00 0.95 0.85 Hl-2 .. ·.· 135 0.610 5 l 0,091 5 z 2 27 .45 27.60 30.36 1.00 0.95 0.85 Hl-2 8 136 0.650 1 2 0.122 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 ,··.·:.· 137 0.590 1 4 0.111 1 y 2 36.59 36. 79 40.47 1.00 0.85 0.85 H2-1 138 0.532 1 2 O.l,00 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I I RISA-3D (R) version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: c7~ San Diego, CA 92108 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I =======================< EnveLope AISC Unity Checks >======================= Unity Shear Fb Fb Cm Cm ASD Memb Chk Loe le Chk Loe le Fa yy zz Cb yy zz Eqn ---------.-------------------------Ksi---~Ksi----Ksi------------------------ I 139 0.476 1 2 0.090 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 140 0.422 1 2 0.081.1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 141 0.369 1 2 0. 073 1. y 2 36.;59 36 _·79 40.47 1.00 0.85 0.85 H2-1 I 142 0.319 1 2 Q.065 1 y 2 36.5:9 36.79 40 .47 1.00 0.85 0.85 H2-1 143 0.271 1 2 0.059 1 y 2 36.-59 36.79 40.47 1.00 0.85 0.85 H2-1 144 0.224 1 2 0.053 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I 145 0.199 1 2 0.047 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 146 0.178 1 2 0.043 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 147 0.156 1 2 0.042 1 y 2 36 .59 · 36.79 40.47 1.00 0.85 0.85 H2-1 148 0.133 1 2 0.044 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I 149 0.110 1 2 0.044 1 y 2 36 .59 36.79 40.47 1.00 0.85 0.85 H2-1 150 0.086 5 2 0.044 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 151 0.117 5 2 0.044 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I 152 0.145 5 2 0.042 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 153 0.172 5 2 0.040 l y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 154 0.196 5 2 0.038 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 155 0.219 5 2 0.034 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 1 ·':. ·.·: --i 156 0.239 5 2 0.034 1 y 2 36 .59 .36.79 40.47 1.00 0.85 0.85 H2-1 -:;-::.:· 157 0.258 5 2 0.037 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 158 0.274 5 2 0.040 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I 159 0.288 5 ? 0.043 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 160 0. 30.1 5 2 0.047 1 y 2 36.59 36.79 40.47 1.00 0. 8.5 0.85 H2-1 161 0.311 5 2 0.052 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I 162 0.3.25 5 2 0.057 1 y 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 163 0.357 5 2 0.062 1 y 2 36.59 36.79 4-0-.47 1.00 0.85 0.85 H2-1 164 0.391 5 2 0.069 5 z 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 165 0.425 5 2 0.078 5 z 2 36.59 36.79 40.47 1.00 0.85 0.85 H2-1 I I I I I ... ·. Q I .. I I I I I I I I I I I I I--:-.::-~) I I I I I I I ID I RISA-3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: ~77 Date: File: RETCOL03 =========== ·==:============<Envelope Reactions>=========================== +------------Forces----------+-------------Moments-------------+ Joint X le Y le Z le Mx le My le Mz le ---------K----------K----------K---------K-ft--------K-ft--------K-ft---·--- 1 U 1.12 2 0.50 1 4.72 1 23.15 2 15.21 2 0.07 3 L -0.32 3 -2.51 2 0.80 2 0.15 1 -4.90 3 -5.12 2 2 u 5.98 2 rl.10 1 9.19 1 26.51 2 57.96 2 -1.15 1 L 0.33 3 ;4.35 2 2.47 2 6.43 1 0.98 3 -4.80 2 3 U 4.80 2 0.60 1 16.81 1 34.25 2 46.90 2 14.83 2 L -2.11 1 -3.69 2 8.46 3 -0.61 1 -7.15 1 1.19 3 4 U 1.82 1 0.30 1 17.44 1 93.41 2 5.54 1 -0.71 3 L -1.52 2 -8.45 2 9.20 3 1.86 1 -3.48 2 -2.47 2 5 U -0.43 1 -0.30 1 3.05 1 98.39 2 -4.00 3 0.41 1 L -2.70 2 -9.69 2 -~.27 2 3.60 1 -10.28 2 -3.68 2 Tot: U 7.69 2 · 0.-00 1 51.21 1 L -1.05 3 -28.69 2 25.53 2 ============ ===========<Envelope Displacements>========================= +---------~ranslation --------+-----------Rotation-------------+ Joint X le Y le z le Rx le Ry le Rz le ----------in------~--in---------in---------rad---------rad---------rad------ 1 U 0.000 3 L 0.000 2 2 U 0.000 3 L 0.000 2 3 U 0.000 1 L 0.000 2 4 U O. 00,0 2 L 0.000 1 5 U 0.000 2 L 0.000 1 6 U 0.022 3 L -0.065 2 7 U -0.001 3 L -0.225 2 8 U O. 009 .1 L -0.182 2- 9 U O. 007 -3 L -o·. 005 1 10 U 0.02"2 1 L 0.014 3 11. U -----0 . 0 6 8 3 L -0.196 2 12 U 0.015 3 L .:..o.565 2 13 U -0.030 3 L -·o .459 2 14 U 0.079 1 L -0.090 2 0.000 2 0.000 1 0.000 2 0.000 1 Q.000 2 0.000 1 0.000 2 0.000 1 0.000 2 0.000 1 0.088 2 0.007 1 0.081 ;2 0.019 1 0.130 2 0.005 1 0.378 2 0.014 1· 0.388 2 0.015 1 0 .• 213 2 0.056 1 0.086 2 0.016. 1 0.316 2- 0.051 1 .1: 031 2 0.071 1 0. 00-0 2 0.000 1 0.000 2 0.000 1 o. oo·o 3 0.000 1 0.000 3 0.000 1 0.000 2 0.000 1 0.000 2 -0.001 1 o.o.oo 2 -0.002 1 -0.001 3 -0.003 1 -0.002 3 -0.003 1 0.001 2 -0.001 1 0.00000 1 0.00000 2 0. 0.0000 1 0.00000 2 0.00000 1 0.00000 2 0.00000 J, 0.00000 2 0.00000 1 0.00000 2 -0.00023 1 -0.00144 2 -0.00022 1 -0.00100 2 -0.00020 1 -0:. 00213 2 -0.Q0034 1 -0.00652 2 -0.00026 1 -b.00656 2 -_o. 00.069 1 0.000 2 -0.001 1' -0. 00107 2 2 0.00076 2 1 -0.00017 3 3 · -0.00057 3 -0. 00.:1, -0.003 -0.003 -,-0.005.1 -0.00160 2 -0.003 3 -0.00076 1 -0.005 1 -0.00650 2 0.00000 3 0.00000 2 0.00000 3 0.00000 2 0.00000 1 0.00000 2 0.00000 2 0.00000 1 0.00000 2 0.00000 3 0.00040 3 -0.00118 2 0.00004 3 -0.00374 2 -0.00003 3 -0.00303 2 0.00021-3 -0.00029 2 0.00040 1 -0.00006 2 0.00052 3 -0.00141 2 0.00026 3 -0.00309 2 -0.00064 3 -0.00252 2 0.00139 1 -0.00138 2 0.00000 2 0.00000 3 0.00000 2 0.00000 1 0.00000 3 0.00000 2 0.00000 2 0. 00000 3. 0.00000 2 0.00000 1 0.00073 2 -0.00001 3 0.00069 2 0.00016 1 -0.00017 3 -0.00212 2 0.00035 2 0.00010 3 0.00053 2 -0.00006 1 0.00128 2 -0.00002 3 0.00120 2 0.00029 1 -0.00030 3 -0.00371 2 0.00062 2 0.00018 3 I RIS.A-3:b (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct.~ #400 Page: c7B · San Diego, CA 9·2108 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ============ ============< Envelope Displae.ements >=====================-=== +----------Translation ---------+-----------Rotation -------------+ Joint X le Y 1~ z ~e Rx le Ry le Rz le ----------in---------in----~----in-----~---rad---------rad---------rad------ I 15 u 0.065 1 1. 011 2 0.001 2 -0.00029 1 0.00045 1 0.00092 2 L -0.075 2 0.043 1 -0~001 1 -0.00591 2 -0.00166 2 -0.00010 1 16 u 0.056 3 \ 0 .187 2 0.000 2 -o .. 00069 1 0.00052 3 0.00128 2 I L -0.162 2 \0.039 1 -0.001 :i --0.00107 2 -0.00141 2 -0.00002 3 17 u 0.056 3 0.187 2 -0.005 3 -0:00071 3 0.00053 3 0.00144 2 L -0.171 2 0.039 1 -0.007 2 -0.00093 2 -0.00139 2 -0.00002 3 18 u 0.056 3 0.187 2 -0.010 3 -0.00069 3 0.00055 3 0.00159 2 I L -0.180 2 0.039 1 -0.012 2 -0,00080 1 -0.00138 2 -0.00001 3 19 u 0.056 3 0.186 2 -0.014 3 -0.00065 2 0.00057 3 0.00171 2 L -0.191 ~ 0.039 1 -0. 0.17 2 -0.00082 1 -0.00137 2 0.00000 3 I 20 u 0.056 3 0.186 2 -0.018 3 -0.00050 2 0.00058 3 0~00182 2 L -0.202 2 0.039 1 -o. 022 1 .-0.00082 1 -0.00137 2 0.00001 3 I 21 u 0.056 3 0.185 2 -0.021 3 -0.00036 2 0.00060 3 0.00191 2 I I L -0.214 2 0.039 1 -0.028 1 -0.00080 1 -0.00138 2 0.00003 3 22 u 0.056 3 0.184 2 -0.025 3 -0.00021 2 0.00061 3 0.00199 2 L -0.226 2 0.039 1 ..:.0.033 1 -0.00077 1 -0.00138 2 0.00005 3 23 u 0.055 3 0.182 2 -0.027 3 -0.00007 2 0.00062 3 0.00205 2 1 ·-=· =:_':/) L -0.239 2 0.039 1 -0.037 1 -0.00071 1 -0.00140 2 0.00008 3 .. 24 u 0. 055 3 0.181 2 . -0.030 3 0.00007 2 0.00063 3 0.00209 2 L -0.252 2 0.038 1 -0 .. 041 1 -0.0006.5 1 -0.00142 2 0. 0001.0 3 I 25 u 0.054 3 0.179 2 -0. 031. 2 0.00021 2 0.00064 3 0.00213 2 L -0.265 2 0.038 1 -0.045 1 -0.00057 1 -0.00144 2 0.00013 3 26 u 0 .053 3 0.176 2 -0.0$0 2 0.00035 2 0.00065 3 0.00215 2 I L -0.278 2 0. 038 .1 -0.048 1 -0.00049 1 -0.00147 2 0.00016 3 27 u 0.052 3 0.174 2 -•· -0.030 2 0.00048 2 0.00065 3 0.00216 2 L -0.292 2 0.038 1· ·-0.050 1 -0.00039 1 -0.00151 2 0.00019 3 28 u 0.051 3 0.171 2 -0.028 2 0.00060 2 0.00066 3 0.00215 2 I L -0.305 2 0.037 1 -0.0~2 .i -0.00029 1 -0.00154 2 0.00022 3 29 u 0.049 3 0.168 2 -0.02.6 2 :0. 00072 2 0.00066 3 0.00214 2 L -0.319 2 0.037 1 -0 .. 053 1 -0.00019 1 -0.00159 2 0.00025 3 I 30 u . 0. 048 3 0.165 2 -0.024 2 0.00083 2 0.00066 3 0.00212 2 L -0.332 2 0.036 1 -0.053 1 -0.00009 1 -0.00164 2 0.00029 3 31 u 0.046 3 0.162 2 -0.021 2 0.00093 2 0.00066 3 0.00209 2 I L -0.344 2 0. 036 1 -0.053 1 0.00000 3 -0.00169 2 0.00032 3 32 u 0.044 3 0 .159' 2· -0.017 2 0.00103 2 0.00065 3 0.00205 2 L -0.357 2 0.035 1 ,-0.052 1 0.00005 3 -0.00175 2 0.00034 3 33 u 0.042 3 0.155 2 -0. 0=!-4 2 b.00111 2 0.00064 3 0.00201 2 I L -0.369 2 · 0 .. 034 1 -0.0~Q 1 0.00010 3 -0.00182 2 0.00037 3 34 u 0.039 3 0.151 2 -0.011 2 0.00118 2 0.00063 3 0.00196 2 L -0.381 2 0.034'1 -0.047 ;I. 0.00015 3 -0.00189 2 0.00039 1 1 .... 35 u 0.0~7 3 0.147 2 -"0.007 2 0:00124 2 0.00062 3 0.00190 2 L -0.393 2 0.033 i -0.044 1 0.00018 3 -0.00196 2 0.00039 1 36 u 0.034 3 Q.144 2 -0.003 2 0. 0·0128 2 0.00060 3 0.00184 2 \D L. -0.404 2 Q.032 1 -0.041 1 0.00021 3 -0. 002·04 2 0.00040 1 I 37 u 0.032 3 0.140 2 0.000 2 0. 00.132 2 0.00059 3 0.00178 2 L -0.415 2· 0.031 1 -0.037 1 0.00023 3 -0. 002·12 2 0.00040 1 I ;.,- ....,,._.. ... --.--.------~------·-----------_____ .,,._. ----. __ -~. ~ ---· ---. I I I I I I I I I .·_:·-_. ... ! 1 ···; I I I 1. I I I ...... I 0::j I RISA--3D (R) Version 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job: 960240 Page: c.. '7 "I Date: File: RETCOL03 =========·===========·=====< Envelope Displacements >========================= +------~---Translation--------~-+----~-------Rotation---------·----+ Joint X le Y l.c Z · le Rx le Ry le Rz le ----------in---------in---------in-------~-rad--------~rad---------rad------ 38 U 0.029 3 0.1~6 2 0.003 2 0.00133 2 0.00056 3 0.00171 2 L -0.425 2 0.030 1 -0.0.33 1 0.00024 3 -0.00221 2 0.00040 1 39 U O. 026 3 I, 0 .13;2 2 0. 005 2 0. 00133 2 0. 00054 3 0. 00165 2 L -0.435 2 \0.029 1 -0.028 1 0.00024 3 -0.00230 2 0.00039 1 40 U 0.023 3 0.128 2 0.007 2 0.00131 2 0.00051 3 0.00158 2 L -0.444 2 0.028 1 -0.02~ 1 0.00022 3 -0.00240 2 0.00039 1 41 U 0.021 3 0.124 2 0.009 2 0.00127 2 0.00048 3 0.00151 2 L -0.453 2 Q.027 1 -0.019 1 0.00020 3 -0.00250 2 0.00038 1 42 U 0.018 3 0.120 2 0.009 2 0.00122 2 0.00044 3 0.00144 2 L -0.461 2 . 0.026 1 -0.015 1 Q.00016 3 -0.00261 2 0.00037 1 43 U 0.016 3 0.116 2 0.008 2 0.00114 2 0.00040 3 0.00138 2 L -0.469 2 0.025 1 -0.Qll 1 0.00010 3 -0.00272 2 0.00035 1 44 U 0.013 3 0.112 2 0.007 2 0.00103 2 0.00036 3 0.00131 2 L -ci.477 2 0.024 1 -0,007 1 0.00003 3 -0.00284 2 0.00033 1 45 U 0.011 3 0.108 2 0.004 2 0.00091 2 0.00031 3 0.00125 2 L -0.484 2 0.023 1 -0.005 1 -0.00006 3 -0.00296 2 0.00031 1 46 U 0.009 3 0.104 2 -0.001 2 0.00076 2 0.00026 3 0.00120 2 L -0.491 2 0.022 1 -0.003 1 -0.00017 3 -0.00309 2 0.00029 1 47 U 0.007 3 0.100 2 -0.002 3 0.00092 2 0.00023 3 0.00128 2 L -0.498 2 0.021 1 -0.005 1 ~0.00017 3 -0.00282 2 0.00030 1 48 U 0.005 3 . 0.096 2 -0.002 3 0.001D7 2 0.00020 3 0.00132 2 L -0.505 2 0.020 1 -0.009 2 -0.00017 3 -0.00256 2 0.00030 1 49 U 0.004 3 0.092 2 ~0.002 1 0.00121 2 0.00018 3 0.00132 2 L -0.512 2 0.019 1 -0.011 2 -0.-00016 3 -0.00233 2 0.00030 1 50 U 0.002 3 0.087 2 -0.002 1 0.00134 2 0.00016 3 0.00128 2 L -0.520 2 ·· 0-.018 1 -0.012 2 -0.00014 3 -0.00210 2 0.00030 1 51 U 0.000 3 0.083 2 -0.002 1 0.00147 2 0.00015 3 0.00121 2 L -0.526 2 0.017 1 -0.-011 2 -0.00012 3 -0.00190 2 0.00029 1 52 U -0.002·3 0.078 2 -0.002 1 0.00158 2 0.00014 3 0.00110 2 L -0.533 2 0.016 1 -0.dlO 2 -0.00009 3 ~0.00170 2 0.00027 1 5 3 u -o . o o 3 3 o . o 7 4 2 -o . o o 2 1 o . o·o 16 8 2 o . o o o 13 3 o . o o o 9 6 2 L -0.538 2 0.015 1 -0.007 2 -0.00007 3 -0.00153 2 0.00025 1 54 U -0.005 3 0.071 2 -0.002 1 0.00177 2 0.00013 3 0.00079 2 L -0.543 2 0.014 1 ~0.004 2 -0.00004 3 -0.00137 2 0.00023 1 55 U -0.006 3 0.068 2 0.000 2 0.00184 2 0.00013 3 0.00060 2 L -0.546 2 0.013 1 -0.002 3 -0.00001 3 -0.00122 2 0.00021 1 56 u -0.008 3 0.066 2 0.005 2 ·0.00190 2 0.00013 3 0.00039 2 _ L -0.549 2 0.012 1 -0.002~3 0.00002 3 -0.00109 2 0.00018 1 57 U -0.009 3 0.065 2 _0.010 2 0.00195 2 0.00013 3 0.00027 3 L --o.551 2 o.oi2 1 -o.oo~ 3 0.00005 3 -0.00098 2 0.00015 1 58 U -0.010 3 0.065 2 0.016 2 0.00198 2 0.00013 3 0:0002E 3 L -0.551 2 0.0111 0.000 3 0.00008 3 -0.00089 2 -0.00009 2 59 u -0.012 3 0.066 2 0.021 2 0.00199 2 0.60013 3 0.00024 3 L -0.550 2· 0.011 1 0.001 3 0.00011 3. -0.00081. 2 -0.00035 2 60 u -0.013 3 0.068 ~ o.627 2 0.00198 2 0.00013 3 0.00032 3 L -0.548 2 0.011 1 0.002 3 0.00013 3 -0.00075 2 -0.00062 2 I I I I I I I I I I ._:.;_--\) •'. I I I I I I I e,:_:/) ,~v I RISA-3D (R) Ve;rsion 3.0 Martin & Dunn 7801 Mission Center Ct., #400 San Diego, CA 92108 LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA Job : 960240 Page: C a.o · Date: File: RETCOL03 =========================<. Envelope Displacements >===-=====:================== +~---------Translation---------+------------Rotation-------------+ Joint _x lo. _Y le .z le _ Rx le Ry le Rz le ----------in~--------in---------in----~--~-rad---------rad---------rad------ 61 U -0.014 3 0.072 2 0.033 2 0.00196 2 0.00012 3 0.00020 3 L -0.545 2 0.010 1 0.003 3 0.00016 3 -0.00071 2 -0.00089 2 62 U -0.015 3 \ 0.077 2 0,039 2 0.00191 2 0.00011 3 0.00018 3 L -0.540 2 \D.011 1 0~-004 3 0.00017 3· -0.0006S 2 -0.00117 2 63 U -0.015 3 0.083 2 0.045 2 0.00184 2 0.00010 3 0.00016 3 L -0.535 2 0.011 1 0.006 3 0.00018 3 -0.00067 2 -0.00144 2 64 U -0.016 3 0.090 2 0.049 2 0.00175 2 0.00009 3 0.00013 3 L -Q.528 2 0.011 1 0.007 3 0.00019 3 -0.00069 2 -0.00172 2 65 u -0.017 3 0.099 2 o.~53 2 0.00163 2 0.00001 3 0.00011 3 L -0.521 2 0.012 1 0.008 3 0.00018 3 -0.00072 2 -0.00199 2 66 U -0.017 3 0.109 2 0,057 2 0.00149 2 0.00005 3 -0:00008 3 L -0.512 2 0.013 1 0.010 3 0.00017 3 -0.00077 2 -0.00225 2 67 U -0.017 3 0~121 2 0.059 2 0.00133 2 0.00002 3 0.00005 3 L -0.503 2 0.014 1 0.011 3 0.00015 3 -0.00084 2 -0.00249 2 68 U -0.017 3 0.134 2 0.060 2 0.00113 2 -0.00002 3 0.00002 3 L -0.493 2 0.015 1 0.011 3 0.00012 3 -0.00093 2 -0.00273 2 69 U -0.017 3 0.148 2 0.059 2 0~00091 2 -0.00006 3 -0.00001 3 L -0.482 2 0.017 1 0.012 3 0.00008 3 -0.00105 2 -0.00294 2 70 U -0.017 3 0.164 2· 0.057 2 0.00065 2 -0.00011 3 -0.00005 3 L -0.470 2 0.019 1 0.0:;I.2 3 0,.00003 3 -0.00119 2 -0.00314 2 71 U -0.017 3 0.181 2 0.053 2 0;00037 2 -0.00017 3 -0.00009 3 L -0.459 2 0.021 1 0.011 3 -0.00003 3 -0.00135 2 -0.00331 2 72 u -0.011 3 0.199 2 o.04S 2 0.00013 1 -0.00024 3 -0.00012 3 L -0.447 2 0.023 1 0.010 3 -0.00011 3 -0.00153 2 -0.00345 2 73 U ~0.016 3 0.217 2 0.038 ~--0.00003 1 -0.00033 3 -0.00016 3 L -0.434 2 0.026 1 0.008 3 -0.000·31 2 -0.0-0174 2 -0.00357 2 74 U -0.016 3 0.237 2 0.027 2 -0.00022 1 -0.00042 3 -0.00021 3 L -0.422 2 0.028 1 0.005 3 ~0.00070 2 -0.00197 2 -0.00365 2 75 U -0.015 3 0.257 2 0.013 2 -0.00043 3 -0.00052 3 -0.00025 3 L -o.410 2 o.oa1 1 0.002 3 -0.00113 2 -0.00223 2 -0.00310 2 7 6 u -o . o 14 3 o . 2 7 7 2 --o . o o 3 3 -o . o·o o.s 7 3 -o . o o o 6 4 3 -o . o o o 3 o 3 L -0.39~ 2 0.035 1 -0.005 1 -0.00160 2 -0.00252 2 -0.00371 2 77 U -0.013 3 0.299 2 -0.009 3 -0.00067 3 -0.00091 3 -0.00038 3 L -0.386 2 0.038 1 -0.02j 2 -0.00178 2 -0.00263 2 -0.00417 2 78 U -0.012 3 0.324 2· -0.017 3. -0.00077 3 -0.00114 3 -0.00045 3 L -0.373 2 0.042 1 -0.044 2 -0.00195 2 -0.00272 2 -0.00458 2 79 U -0.011 3 0.351 2 ~0.027 3 -b.00086 3 -0.00135 3 -0.00052 3 L -0.359 2 0.047 1 -0.065 2 -0.00213 2---0.00-282 1 -0.004·93 2 80 U -0.009 3 0.380 2 -0.038 3 -0.00095 3 -0.00153 3 -0.00057 3 L -0.345 2 0.052 1 --0.088 2 -0.00230 2 -0.00316 1 -0.00524 2 81 u -o.ooi 3 o.4i1 2 -o.056 i -0.00104 3 -0.00168 3 -0.00062 3 L -0.331 2 -0.058 1 -0.110 2 -0.00246 2 -0.00344 1 -0.00550 2 82 U -0.006 3 0.444 2 -0.063 3 -0.00112 3 -0.00180 3 -0.00067 3 L -0.316-2 0.064 1 -0.134 2 -0,00262 2 -0.00367 1 -0.00571 2 83 U -0.004 ~ 0.477 2 -0.077 3 ~0.00120 3 -0.00190 3 -0.00070 3 L -0.302 2 0.070 1 -0.157 2 -0.00278 2 -0.00385 1 -0.00588 2 ----> --·-· -- I Rl:SA-3D (R) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: · c.,e, I San Diego, CA 92108 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ================ = =·====< Envelope D:isplacements >========================= +----------Trap.slat ion --------+------------Rotation -------------+ Joint X le y le z le Rx le Ry le Rz le ----------in---------in--~-~----i:p.---------rad---------rad---------rad------ I 84 u -0.002 3 0.512 ~ -0.091 3 -0.00127 3 -0.00197 3 -0.00073 3 L -0.287 2 0.076 1 -0.182 1 -0.00294 2 -0.00399 1 -0.00600 2 85 u -0.001 3 \ 0. 548 2 -0.106 3 -0. 00135 3 -0.00203 3 -0.00075 3 I L -0.274 2 ·, 0. 083 1 -'O .212 1 -0.00309 2 -0.00409 1 -0.00609 2 86 u 0.001 3 0.585 2 -0.122 3 --0.00142 3 -0.00206 3 -0.00076 3 L -0.260 2 0.087 3 -0.243 1 -0.00324 2 -0.00414 1 -0.00613 2 I 87 u 0.003 3 0.621 2 -0.137 3 -0.00149 3 -0. 002.07 3 -0.00077 3 L .a.0 .248 2 0.092 3 -0.274 1 -0.00338 2 -0.00416 1 -0.00614 2 88 u 0.004 3 0.658 2 -0.153 3 -0.00155 3 -0.00207 3 -0.00077 3 L -0.235 2 0.097 3 -0.306 1 -0.00353 2 -0.00414 1 -0.00612 2 I 89 u 0.006 3 0.695 2 -0.169 3 -0.00161 3 -0.00205 3 -0~00077 3 L -0.224 2 0.101 3 -0. 33.7 1 -0.00366 2 -0.00409 1 -0.00606 2 90 u 0.007 3 0.732 2 -0.184 3 -0.00167 3 -0. 0.0201 3 -0.00076 3 I L -0.214 2 0.106 3 -0 . .368 1 -Q.00380 2 -0.00400 1 -0.00597 2 91 u 0.008 3 0.768 2 -0, 19-9 3 -0.00173 3 -0.00195 3 -0.00074 3 L -0.204 2 0.110 3 -0.398 1 -0. 003.93 2 -0.00389 1 -0.00585 2 92 u 0.009 3 0.803 2 -0.214 3 -0.00178 3 -0.00189 3 -0.00072 3 1--· ... -·, L -0.195 2 0.115 3 -0.428 1 -0.00406 2 -0.00375.1 -0.00570 2 ~ : -.. ,, 93 u 0.011 3 0.838 2 -0.228 3 -0.00183 3 -0.00181 3 -0.00070 3 L -0.187 2 0.119 3--0.456 1 -0.004;18 2 -0.00358 1 -0.00552 2 I 94 u 0.011 3 0.871 2 -0.241 3--0.00188 3 -0.00171 3 -0.00067 3 L -0.180 2 0.124 3 -0.483 1 -0. 0.0430 2 -0.00339 1 -0.00533 2 95 u 0.012 3 0.904 2 -0.254 3 -0.00192 3 -0.00158 2 -,0.00064 3 I L -0.173 2 0.128 3 -0.509 1· -0.00442 2 -0.00318 1 -Q.00510 2 96 u 0.013 3 0.935 2 -0.266 3. -0.00196 3 -0. 0014-2 2 -0.00061 3 L -0.168 2 0 .. 132-3 -0.533 1 -0.00454 2 -0.00295 1 -0.00486 2 97 u 0.014 3 0.964 2 -0.277 3 -0.00200 3 -0.00126 2 -0.00057 3 I L -0.163 2 0.135 3 · -0.555 1 -0.00465 2 -0.00270 1 -0.00460 2 98 u 0.014 3 0.992 2 -0.287 .3 -0.00203 3 -0.00109 2 -0.00053 3 L -0.159 2 0.139 3 -0 .575 1 -0.00475 2 -0.00244 1 -0.00432 2 I 99 u 0.014 3 1.018 2 -0.296 3 -0.00206 3 -0.00092 2 -0.00049 3 L -0.156 2 0.142 3 -0.593 1 -0. 0048-6 2 -0.00216 1 -0.00403 2 100 u 0.015 3 1.043 2 -o·.304 3 -'0.00209 3 -0.00075 2 -0.00044 3 I L -0.154 2 0.145 3 -0.609 1 -0.00496 2 -0.00188 1 -0.00373 2 101 u 0.015 3 1.06:S 2 -0.311 3 -0.00211 3 -0.00058 2 -0.00039 3 L -0.152 2 0.147 3 -0.623 1 -0.00506 2 -0.00158 1 -0.00341 2 102 u 0.015 3 1.085 2 ~0.317 3 --·o. 0.0213 3 -0.00041 2 -0.00034 3 I L -0.150 2 0.150 3 ' -0.634 1 -0.00515 2 -0. 001.27 1 -0.00308 2 103 u 0. 01.5 3 1.104 2 -0.321 3 -0.00215 3 -0.00024 2 -0.00029 3· L -0.149 ·2 0.152 3 -0.643. i -0.00524 2 -0.00096 1 -0.00275 2 I 104 tJ 0.015 3 1.120 2 .a.0. 32-S :a -0.00216 3 -0.00008 2 -0.00022 1· L -0.149 2 0.153 3 -0.649 1 -0.00532.2 -0.0006~ 1 -0.00241 2 .. 105 u 0.015 3 1.134 2 -0.3.27 3 -0.00217 3 0.00009 2 -0.00014 1 la L -0.149 2 0.155 3 -0.653 1 -0.00541 2 -0.00032 1· -0.00206 ·2 106 u 0.015 3 1.146 2 -0.328 3 -0.00217 3 0.00025 2 -0.00006 1 L -0 .. 149 2 0.156 3 -0.655 1 -0.00549 2 -0.00002 3 -0.00172 2 I r--;•---. ------~---... -------------~ ------------- I RISA-3D (R) Version 3.0 Martin & Dunn Job .. 960240 I 7801 Mission ·Center Ct., #400 Page: C 9'>2 San Diego, CA 92108 Date: File: :RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ==========·===-·-===. ==== ·==< Envelope Displacements >============= =========== +----------Translation . --------+------------Rotation -------------+ Joint X le y ;Le z Le Rx le Ry le Rz le - - - - - - - - --in-- - - - - - -..,. in-- -.,. -..; - --in----·-- - - --rad-- - - - - - --rad-- - - - - - --rad-- - - - -· I 107 u 0.015 3 1.156 2 -0.327 3 -0. 00217 3 0.00040 2 0.00002 1 L -0.149 2 0.156 3 -0.653 1 -0.00556 2 0.00014 3 -0.00137 2 108 u 0.015 3. \ 1.163 2 -0.325 3 -0.00217 3 0.00065 1 0.00011 1 I L -0.150 2 \0.157 3 -0.649 1 -0.00563 2 0.00030 3 -0.00102 2 109 u 0.015 3 1.168 2 -0. 32-2 3 --0. 00217 3 0.00097 1 0.00019 i L -0.150 2 0.157 3 -0.643 1 -0.00570 2 0.00046 3 -0.00068 2 110 u 0.015 3 1.172 2 -0 .3.18 3 -0.00216 3 0.00128 1 0.00027 1 I L -0.151 2 0.156 3 -0.634 1 -0.00577 2 0.00061 3 -0.00034 2 111 u 0.015 3 1.173 2 -0.313 3 -0.00215 3 0.00159 1 0.00·035 1 L -0.151 2 0.156 3 -0.623 1 -0.00583 2 0. 0.0077 3 -0.00001 2 I 112 u 0.015 3 1.172 2 -0.306 3 -0.00213 3 0.00188 1 0:00042 1 L -0 .. 151 2 0.155 3 -0. 6-09 1 -0.00589 2 0.00092 3 0.00018 3 113 u 0.015 3 1.168 2 -0.298 3 -0.00211 3 0.00217 1 0.00062 2 I L -0 .15.1 2 0.154 3 -0.593 1 -0.00595 2 0.00106 3 0.00023 3 114 u 0.016 3 1.164· 2 -0.289 3 -0.00209 3 0.00245 1 0.00092 2 L -0.151 2 0.152 3 -0.575 1 --·O. 00600 2 0.00120 3 0.00027 3 115 u 0.016 3 1.1'57 2 -0.280 3 --0. 00206 3 0.00271 1 0.00120 2 1 ··.·., L -0.150 2 0.150 3 -0.554 1 -0.00605 2 0.00133 3 Q.00032 3 ·: ·.-:·i . ·.-.-. 116 u 0.016 3 1.148 2 -0 .2'69 3 --0.00203 3 0.00295 1 0.00147 2 L -0.149 2 0.148 3 -0.532 1 -0.00610 2 0.00145 3 0.00036 3 I 117 u 0.017 3 1.J,38 2 -0.257 3 -0.00200 3 0.00318 1 0.00172 2 L -0.147 2 0.146 3 -0.508 1 -0.00614 .2 0.00152 2 0.00040 3 118 u 0.017 3 1.127 2 -0.244 3 -0 .-00197 3 0.00339 1 0.00195 2 I L -0.145 2 0.143 3 -0.482 1 -0.00618 2 0.00156 2 0.00043 3 119 u 0.018 3 1.114 2 -0.231 3 -0.001'93 3 0. 00358-1 0.00216 2 L -0.143 2 0.140 3 -0.455 1 -0.00622 2 0.00160 2 0.00046 3 120 u 0.018 3 1. J.-00 2 -0.217 3 -0.00188 3 0.00374 1 0.00234 2 I L -0.139 2 0.137 3 -0.427 1 -0.00626 2 0.00161 2 0.00049 3 121 u 0.019 3 1.085 2 -0.202 3 -0.00184 3 0.00388 1 0.00250 2 L -0.136 2 0.133 1 -0.397 1 -0.00629 2 0.00161 2 0.00051 3 I 122 u 0.020 3 1. 069 2 -0.187 3 -0.00179 3 0.00399 1 0.00264 2 L -0.132 2 0.127 1 -0.367 1 -0.00632 2 0.00159 2 0.00053 3 123 u 0.021 3 1.052 2· -0.172 3 -0.00174 3 0.00407 1 0.00274 2 L -0.127 2 0.121 1 ·-o.336 1 -0.00635 2 0.00155 2 0.00055 3 I 124 u 0.022 3 1.035 2· -0.157 3 -0.00168 3 0.00412 1 0.00281 2 L -0.122 2 · 0 .115 1 -0.305 1 -0;0.0638 2 0.00148 2 0.00056 3 125 u 0.023 3 1.018 2 -0.141 3 -"0.00162 3 0.00414 1 0.00285 2 I L -0.116 2 0.109 1 -0. 2·73 :i ... -0.00640 2 0.00140 2 0.00056 3 126 u 0. 02.4 3 1.001 2 -0.125 3 -0.00156 3 0.00412 1 0. 0,0286 2 L .,.o .. 111. 2 o.:i,o~ 1 -0.242. 1 -0.00643 2 0. 0·0129 2 0.00056 3 I --127 u 0.026 3 . 0. 984 2 -0.110 3 -0.00150 3 0.00406 1 0.00283 2 L -0.105 2 0.097 i. -0.211 1 -0.00644 2 0.00116 2 0.00055 3 :·g 128 u 0.028 1 Q.967 2 -0.095 3 -0.00143 3 0.00396 1 0.00276 2 \. · . .:·. L -0.098 2 0. 0-91 1 -0.181 1 -0.00646 2 0. 0010:0 2 0.00054 3 I 129 u 0.030 1 0.95l 2 -0.080 3 -0.00136 3 0.00382 1 0.00265 2 L -0.092 i· 0.085 1 -0.152 1 -0.!)0648 2 0. 0008·1 2 0.00052 3 I ---··-· ...... ··---., -.------·-·---··-,~--.---.... ..,,_.<_ ---·-----·-..... ,, ... -----~---·-·--· •,.• ................. ~.~.,-•. ,,. •,• ,, ...... -.---'#°" ..... ..._. ,_,,. ........ ,---•• -• ---~-----... --• " --·-. -·-· ----·-------·-~-----·--·--·-----. I RISA-3D CR) Version 3.0 Martin & Dunn Job : 960240 I 7801 Mission Center Ct., #400 Page: C83 San Diego, CA 92108 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AR:EA I =========================< Envelope Displacements >=======================:= +-----------'l'ransl?ition --------+------------Rotation -------------+ .Joint X le y_ le Z· le Rx le Ry le Rz le ----------in---------in---------in----.,.----rad---------rad---------rad------ I 130 u 0.033 1 0.936 2 -0.066 3 -0.00129 3 0.00363 1 0.00250 2 L -0.085 2 0.079 1 -0.125 1 -0.00649 2 0.00060 2 0.00049 3 131 u 0.035 1 0.921 2 -0.052 3 -0.00121 3 0.00339 1 0.00230 2 I L -0.079 2 0.074 1 -0. 0'98 1 -0.00650 2 0.00035 2 0.00046 3 132 u 0.038 1 0.908 2 -0.040 3 -0.00113 3 0.00310 1 0.00207 2 L -0.073 4 0.069 1 -0.074 1 -0.00650 2 o. 000·08 2 0. 00-042. 3 133 u 0.040 1 0.897 2 '"'0.029 3 -0.00105 3 0. 002'76 1 0.00178 2 I L -0.068 2 0.064 1 -0.053 1 -0.00651 2 -0.00023 2 0.00037 3 134 u 0.042 1 0.888 2 -0.019 3 -0.00096 3 0.00236 1 0.00144 2 L· -0.063 2 0.060 1 -0. 034 2 a.0.00651 2 -0. 00058 2 0.00031 3 I 135 u 0.044 1 0.880 2 -0.010 3 -0.00087 3 0.00191 1 0:00106 2 L -0.060 2 0.056 1 '"'O. 019 2 -0.00650 2 -0.00096 2 0.00025 3 136 u 0.046 1 0.875 2 .,.Q. 003 3 -0.00076 1 0.00139 1 0.00062 .2 I L -0.057 2 0.0~2 1 -0.005 1 -0.00650 2 -0.00138 2 0.00018 3 137 u 0.048 1 0.873 2 0.006 2 -0.00049 1 0.00113 1 0.00050 1 L -0.056 2 0.050 1 0.002 3 -0.00593 2 -0.00184 2 O.OOOi3 3 I-... 138 u 0.049 1 0.873 2 0.013 2 -0.00026 1 0.00090 1 0.00047 1 : _._·-: :-) L -0.056, 2 0.047 1 0.006 3 -0.00542 2 -0.00226 2 -0.00003 2 ••• f 139 u 0.051 1 0. 874 2 0 .0.17 2 -0.00006 1 0.00071 1 0.00043 1 L -0.057 2 0.045 1 0.008 3 -0. 0-0496 2 -0.00264 2 -0.00027 2 I 140 u 0.052 1 0. 876 2 0.018 2 0.00011 1 0.00053 1 0.00040 1 L -0.059 2 0.042 1 0.009 3 -0.00455 2 -0.00299 2 -0.00046 2 141 u 0.054 1 0.879 2 0.017 1 0.00026 1 0.00038 1 0.00036 1 I L -0.061 2 0.041 1 0.010 3 -0.00419 2 -0.00331 2 -0.00060 2 142 u 0.055 1 0.883 2 0.018 1 0.00037 1 0.00026 1 0.00033 1 L -0.064 2 0.039 1 0.010 3 -0.00387 2 -0.00360 2 -0.00070 2 143 u 0.056 1 0.886 2 0.017 1 0. 0004.6 1 0.00015 1 0.00029 1 I L -0.067 2 0 .037 1 0.007 2 -0.00359 2 -0.00385 2 -0.00076 2 144 u 0.057 1 0. 8·90 2 0.015 1 . 0. 00053 1 0 .. 00007 1 0 .·00026 1 L -0.070 4 0.036 1 0.000 2 -0.00336 2 -0.00407 2 -0.00078 2 I 145 u 0.058 1 0.894 2 0.013 1 0.00058 1 0.00000 1 0.00022 1 L -0.073 2 0.0.35 1 --0. 008 2 ...:o. 00316 2 -0.00426 2 -0.00077 2 146 u 0.059 1 0.898 2 0. 0·10 1 0.00061 1 -0.00005 1 0.00019 1 I L -0.077 2 0.034 1 -0.018 2 -Q.00301 2 -0.00443 2 -0.00073 2 147 u 0.060 1 0.902 2 0.007 1 0 .-00062 1 -0.00009 1 0.00016 1 L -0 .·080 4 0. 033 1 -0. 028, 2 -0.00289 2 -0.00456 .2 -0.00067 2 148 u 0 .060" 1 0.905 2 0.003 1 ·o. 000·52 1 -0.00011 1 0.00013 1 I L -0.083 2 0.032 1 .;0.038 2 -0 >00281 2 -0.00466 2 -0.00058 2 149 u 0.061 1 0.907 2 0.000 1 0.00060 1 -0.00012 1 0.00010 1 L -0.085 2 0.032 1 -0.049 2 -0. 0027-6 2 -0.00474 2 -0.00047 2 I 150 u 0.061 1 0.909 2 -0.003 1 0.00057 1 -0.00012 1 0.00007 1 L -b.087 2 0.031 1 .,.o. 059 2 -0.00274 2 -0.00478 2 -0.00034 2 .. 151 u 0.061 1 0.910 2 .-0.006 1 0.00053 1 -0.00011 1 0.00004 1 . ·.-"i lu L -0.088 2 0.031 1 a.0.069 2 -0.00276 2 -0.00480 2 -0.00020 2 152 u · 0. 061 1 0.910 2 -0.009 1 0.00048 1 -0. 000.09 1 0.00001 1 L -0.089 2 0.031 1 -0.078 2 -0.00280 2 --0.00479 2 -0.00011 3 I . -------1 -----..... ----... -.... ~-.,... -----t'"A"'-. ··--• -·-----..---~ .. -~ . -----~ ,..,.,_ -·· . -·-. , .. . -~ --,., -·-~----·-· -.... , ......... ,-. ••••a ... --. -.. I I RISA-3D (R) Version 3.0 Martin & Dunn Job : 9602~ I 7801 Mission Center Ct., #400 Page: G8 1 San Diego, CA 92108 Date: File: RETCOL03 I LEGOLAND CARLSBAD -BEGINNING EAST COMPLEX RETAIL AREA I ---------------:-----------< Envelope Displacements >========================= +--------. -Translation ---------+· ---·--------Rotation ---. ---------+ Joint X le y la. z le Rx le Ry le Rz le ----------in---------in-------~-in---------rad---------rad--~------rad------ I 153 u 0.061 1 0.910 2 -0.012 1 0.00042 1 -0.00006 1 0.00009 2 L -0.089 2 0.031 1 -0.086 2 -0.00287 2 -0.00475 2 -0.00010 3 154 u 0.061 1 \ 0. 909 2 -0.014 1 0.00035 1 -0.00003 1 0.00024 2 I L -0.089 2 \0.031 1 -0.093 2 -0.00297 2' -0.00468 2 -0.00009 3 155 u 0.061 1 0.908 2 -0.016 1 0.00029 1 o·. 00001 1 0.00039 2 L -0.087 2 0.031 1 -0.099 2 -0.00310 2 -0.00459 2 -0.00008 3 I 156 u 0.061 1 0.906 2 -0.017 1 0.00022 1 0.00005 1 0.00054 2 L -0.085 2 0.031 1 -0.102 2 -0.00325 2 -0.00446 2 -0.00008 3 157 u 0.060 1 0.903 2 -0. 0'17 1 0.00014 1 0.00010 1 0.00068 2 L -0.082 2 0.032 1 -0.104 2 -0.00342 2 -0.00431 2 -0.00009 1 I 158 u 0.060 1 0.900 2 -0.017 1 O. 000-01 1 0.00015 1 0.00080 2 L -0.078 2 0.032 1 -'-0.104 2 -0.00362 2 -0.00413 2· -0.00010 1 159 u 0.059 1 0.897 2 -0.017 1 ·O. 00001 1 0.00020 1 0.00091 2 I L -0.074 2 0.033 1 -o. ro1 2 -0. 003-84 2 -0.00392 2 -0.00011 1 160 u 0.058 1 0.893 2 -0.016 1 -0.00006 1 0.00025 1 0.00100 2 L -0.069 2 0.033 1 -0.096 2 -0.00408 2 -0.00369 2 -0.00012 1 1-·-::::,, 161 u 0.058 1 0.889 2 -0.014 1 -0.00012 1 0.00029 1 0.00106 2 ·· . .":.:··~/ L -0.064 2 0.034 1 -0.088 2 -0.00434 2 -0.00342 2 -0.00013 1 162 u 0.057 1 0.885 2 -0.012 1 -0.00017 1 0.00033 1 0.00110 2 L -0.058 2 0 .-034 1 -0.076 2 -0.00462 2 -0. 0-0313 2 -0.00013 1 I 163 u 0.056 1 0.881 2 -0. 0'10 J,. -0.00022 1 0.00037 1 0.00111 2 L -0.052 2 0 .. 034 1 -0.062 2 -0.00491 2 -0.00280 2 -0.00013 1 164 u 0.056 1 0.877 2 -0.007 1 -0.0-0025 1 0.00041 1 0.00108 2 I L -0.046 2 0.035 1 -0.045 2 -0.00523 2 -0.00245 2 -0.00012 1 165 u 0.055 1 0.873 2 -0.004 1 -0.00028 1 0.00043 1 0.00102 2 L -0.040 2 0.035 1 -0. 023 2 -0.00556 2 -0.00207 2 -0.00012 1 166 u 0.054 1 0.869 2 0.001 2 -0. 00029 1 0.00045 1 0.00092 2 I L -0.035 2 0.036 1 -0.001 1 -0. 00591' 2 -0.00166 2 -0.00010 1 I I I -·--------------------···· I .. ···) f I -.--,·· -···--··----·----------· ·. ------. ---~~-?. -~-------.-....... ,. ___ ,, ............ -------.. --.... ----·--·····' --·-·· -.... ··-------·· -------· .. 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Structural & Civil Engine~rs 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB --"-,--------'----=/_,R'c...,<<..cQ""'-"'0'-'(.../'""--CL-(-'-'=0"-'-Q~-------- SHEETNO. __,.. _______ /)_? __ OF ______ _ ~._b ~ a7 CALCULATED BY ---------=-=-·-DATE __ -'-!1_'2_,Z~, -'-'-'--- CHECKED BY----'-----~--DATE ______ _ SCALE . n ,t; s r ,-4-i o = P:,2-1 &./eq "El l> L---+ L--A-7 ~/-d.-1 -·····-' -. --i __ , i I !;J;nl.._,, ~ C,-::,f2..-1 0 _...:z.;· -/: /1_;;.."' // "\ -/ I -,--,_, v l C::, } ..,_ .... !/J f/~'tr-Y._ vJF-,c;.. )lcf:f:;r;o ..... 3q-"?;o _ 0, q~ 1 7 I q,3-;, / /, :f'?? o /' I /,G(~\ .. I 3 / .:,.s I I I I I I I I I I _. ... · .. :·· ~._ ·. _.-._. I I I I I I I ,,• ·. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 \ \ '2vlP:{4- i ~ Wv'i,½(__ \ i ! ' i IV) ; -.....1 l ! : -~--I I I ~4 t; I i -I wi"":-r r;;:, .,.. I I . I . // ____ .. .,-·-··-· 1.r:· 'J-.v7t?( 1?:?) = '=?47 /v·ll· I JOB --"-----'--(""-'_E---.,:;...b..:,:..O_;;;.G/'ri.;....'·;.:..;J"--'D"'--______ _ SHEET NO. ----~----'-P---'"1_ OF------- CALCULATED BY --'-----~+,_b~-DATE _ _,_CJ_,,2,"'-,-'-? ,_c:;'--', 7'--_ CHECkED BY--,-----'------DATE--------'- SCALE ~0...,.· 1~,(_;;_,_T_,_ro~o~._., _E_>_:;;.._;,_, _ _. _;=_e_· ·~1 _______ _ I t &&>o(&,s)+ 54-oo(f>) = e:./lCJc>-#- 'I d'~ 1) -4 ... 4,'? I e -.:-3 .1 / 7 ::2 • (.p 7 I •T I ,___ -,-M-. -_ -~-¢-,_ -~---'----,-.-. -,, -,-~----.-e.-.-, -~-~---:--_ --~----:--_ -".-.-. -, -.-.-~ -,.---, -c-,-.-. -. -,.-~--_:_e_, -. -. -.-,-. -, -,-.-. -. -•. -.-. ---' F=!.O~u:: w:.; .fefijt_. ,~: \J•c:cr, ,.~w o~.:: ~ Tc c,,~I;'· ?t,:i~i:: -ro~. -r;.:.E ·-sx--:::-i;_.:, I I I I I I I I I I I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497~2U8 Fax (619) 497-0429 ~¢> 0 :..../'-'-/,.) C) JOB------~---------,----- 0/:) SHEET NO. -,-,--,--------=-'-'---OF ______ _ CALCULATED BY -----~(:..c'. b'--_ DATE _a_. _?_.,_S_, ·_'J..;...7 __ CHECKED BY-----~---DATE _____ _ SCALE _,::=:--,_t,.s_;:,,_;T_,~ __ ;:;:J_•, _f.:':;_/;:._, /_f.::,--/~::,~3 ...... ~----'---- IE, AT s.p, I~ 1~ p.i~/?yr I ~~--·1.,1hr ! I j I· ,, b, CP ~3.~ I,. ?j' . ? I P' V 1.,,,(1... i;p f' d r rz:.-c t;..;y.,_ 1 7 H.,,, -= I, -1-[o, 3 .f.{11.7) l+ I ? ~ )I \;,I /; _,.,.. It s;;, ~, (). ?.bf 0,)) -(), 57. . s l ;;,a. 0) II . '-r-r::-- ': ?:,$,7};:, As-=-_4-J,o(/.~~) 1-.-;;i(7~s) ... :::-N e-r~e,, o,m c;7€.:et., 0,8& . ,., I r1 ~ • ? ,::_,...-i,q-3,.,,,-f-/1 . I., , f"./ Hv += /,4--f;c;,ss+-v,s~{1.5){4-)~ t:?,;1,;,t{+)z7=-g,";;fa-.1< t/!,oJ:.-' l(.. . . . .2 / "2--z_ J ' . , '. T~"f' ST~ @#>lY--1..)S I I I I I I I I I I I I I I I I.:._ MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . Phone (619) 497-2118 Fax (619) 497-0429 /,,.,..,, ;..::\ I. :_,,.;;;,'-'I J \,. - H-pyt.. t:========ir,l--;.;f'-C?~P o/ ----- !l-';,J,l<iA-- 1 J, jl/-lf"T(; ~~~ .,-;:---l ,· . ..J.-.. I I r-·:~./ I ) 1 I l Al ·,. 1-v;i_· -~-_._0 __ l.__·~-, 'l 1 t tf-'i;,.o( 10) =-? 14 So-#- ., JOB c-. ·'--------=W'-'--_;(;?_;(;?c_~'-'-. .:..:;;...:;;i? _______ _ D II SHEET NO.--'---"----'-'--OF _____ _ -./ /,,, ?17, '2-J ,a, 7 CALCULATED BY. ______ ..,_;--L/=---DATE-'---'----'--- CHECKED BY _________ DATE--'-·----- M rJ-.:f;:,T A-7 0 0"' t{.,.,:, I a a SCALE-"--'-'---'---'----'--:...::;;... __ ...,._.,...,,_. __,/c._•c.::c·)-1 1 /c..._ ____ _ f/Jw1r.1.- V _; ,~ CP /13(//-;_7)(°1)= C/50 -f ?-0(1-0)('1)= ~'?>4o-4f-F . Js-c;(./,s)Z {!1--):::. 47~~::J:r- Vvi.-, -/I!/-, -(qs otZ1:>fo) { ,s ,6) f-4-130(1) -1-s 39(10)-:; 5t;,'5/ c,+' ~ -=-/.'b 7 /, s .! Ir VI.,;\. Pff, P 1rl!R,,Tlw) -4i:1 MA '= 3 ?.40 ( f:;J 1$) + 4'7 bo(? )-t S~oC 4) ~:(oo~ci c:i 1 -= IP'?'-oo -~!'180 -:: 3.7' e = 3, 0 ' , 2, 3a. 1 &550 161?/{.,,,,-= '?. (.B, SSD) = ) DoP ez ~ pg_ 3(1,S)(:;;.-=J) . 1 .. .. . ~,nee. l/f(.AFT •· •r I .___ --.------. -. -.. -.------c.-,-_.-.---.. -~---.-. ----, -.-~---~ -_-... ---. --,, -.-.. -Q....;....._ -~-... -.------.. ..,.._-~---, -~---.-~---. -.-.-.---_ -,-,-.-_ -. -•• ----.~ ?flC:th.1~2Ui-1 _Ni::B~>.:.. ~!C!C" f.'~!.! l':.;;~ ic :ir:~, ?r:~·\~ -.:, __ ;-;:r::·-:x-,,s-t.~: .'I ·' ·, :I I I.- I I I I I I I I {/:\ ":. ·. --~ I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax. (619) 497-0429 -57· • --'A ' I c;;_P ____ t:'" ic '-, (i;,O-V~tZ-1-.JS l-E-b:?~f ... }t) JOB-----'-----'~---'---=-=-..;:._---,------- -10 SHEET NO. ------~p_i_.-_ OF _____ _ CALCULATED BY ______ ../J, __ DATE_.-:::!,_! ,-'-'J....:..?-_, q_7...,___ CHECKED BY _________ DATE _____ _ 1.1-r (),'?7{;,1)?-+-o,-;..?t/--Ci/,.1)2-.,{ r;;.,5~(7, ')-o .. r37(1.s)(s,e)2f L -z-~ . -z; ...J --~1 I U / ll ~7,4-b-::./£3, Ci-:;::;. /-£?>-3,5 -=-/4-tS . I I ~ 108""' ~~· I -I 1\}) I I (),b,.,· ff I I . I/. J . .. . ., / . I _!,,.~ft? -' --. . -"· r. -'-" o ,.. c:;" -:. r. -._. t: ,._ c:l -t' :-;--'-.:. .._ :.; -:. ~ -•" ,: ,.. c:---v r. -=-,r. ~ ,... =. -r., ('". -.r. ~ •· ,;,:. -r~ -...-.•. .:: ,.. ::: -•• r- I I. I I I I I I I I -:_: .·; . . --- I I I I I I I · ... : ·.:. ~ I \~"/ I MARTIN & DUNN, INC. Structural & Civil .Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 4~7-2118 Fax (619) 497-0429 ' i I Wf7 c,, I -..v I ~--.._l ---+1-----j---- r , ~o-l I i;; ' 4-' I 1 l ., 1 t==O I ?,}!$ /C-v --Ii Cf I s.~ -· -+ • • ~ JOB------"-----{,.€''-' -_b'-=· __ :;--'~,4-1_-"-_-'-_J-=D;__ __ ;__ ___ _ 1-/'), \3 j.-; I .,, SHEET NO,-"----------OF _ __,,,.,._ ___ _ +-b ~?,. · Z ;)1 A,, 7 CALCULATED BY----~------·-DATE--'---'-'---- CHECKED BY------,,-----DATE ------ • I SCALE Pl P..,'?T /><7 i,:;J ; o ?-I 1,;, ! /]:7 /°'(. . \ / \ :;.;' IJ 1, ? ) (' q) .:: 2-,/ ,,, I = '2,o~ -¾--%,<a,(J.7?"?2_ ~ 4, 7;e, C /4-;S) 0,1$ ,~ 2. ~ 0,'1?1'~ .?- vse: I I I I I I I I I I I I I I I I I I I SUBJECT SECTION E TICKET TAKER FACILITY INDEX Gravity Loads/Metal Deck Roof Framing Columns Foundation Desi~n SHEET NO. E1-E2 E3-E11 E12-E19 E20-E24 I I .~. I I I I I I I 11..--~, ., ~::-.::::·,; I I I I I I MARTIN & DUNN, INC. Structural & Civil Engine~rs 7801 Mission Center Court Suite 400 SAN DIEGO, CA 9~108 Phone (619) 497-2118 Fax (619) 497-0429 \ \ JOB ----'----,---~t,,E.;.::~;....::-P:....=0..:::l,f171;..:....:.., .c..Vi..:c..O _______ _ iG: I ..-7 d--1 SHEET NO.---------~-OF--'----'----- CALCULATED BY --,--~--...:f-.<:.a·c:;.../ __ DATE __,_(_;_/l_,-'q'--,-'-o/7-'---- CHECkED BY-~------,----DATE------- T/ v1::.-e_ 7 T t~"-rf~ ', i3 z 17 SCALE...:..-__;_ _________ __;___;_..;._ _______ _ ((}etA't-De:>:,,iG. + ort1 s eu==-wT . ; ., ; ,, PRO~UCT 2uM1 A'eifs /1ric .. Groto,-: Mass-01471 io 0:der r.iONE 101.l FREE ;-eoo-~S-e":a:) I Type HSB-36 I . . .. High Shear B Deck-36" Wide .. "\ Verco's New Standard B Deck Higher lateral IO"ad capacity I I I I Standard button punch' side lap \ ' \ Overlapping side lap available 24'.' or 30" wide -special order Acoustical4 Vertical Webs Perforated With %2" Diameter Holes Staggered ¼s" C/C Insulation. Strips in Low Flutes Field Installed Absorption. Coefficients Noise Reduction 125 ·1 250 I 500 i 1000 I 2000 I 4000 ! Coefficient .60 I .99 I .92 ! .79 I .43 ! .23 i .80 NRG Determined By Tests In Accordance With ASTM Designation C423 Conducted By Riverbank Acoustical Laboratories. Perforations do not significantly affect Properties or Shear Values. FACTORY MUTUAL APPROVED: STEEL ROOF DECKS, Class I Fire and 1-60 or 1-90 Windstorm Rated (Minimum) Factory Mutual Approved Spans for HSB Roof Deck I I I I I Weight (Lbs./Sq. Fi.) l I ' I +S I -S Gage Span• 22 20 18 1-);)~j '~ I I I I I 1-· I Gage I Prime I I Galvanized Painted ! 22 1.8 I 1.9 20 2.2 I 2.3 I 18 2.8 I 2.9 I 16 3.4 I 3.5 ' l i (ln4) J (ln3) j I 1175 .187. .216 .235 .302 .322 i .3T/ .411 (Jn3) .198 .248 .335 .417 6'-1" 6'-7" 7'-9'' • Factory Mutual will allow these calculated spans to be extended by a maximum of 6 inches (152 mm), but only to satisfy valid column spac- ing requirements that could not otherwise be met. Whenever this exten- sion is allowed, side lap fastening must occur at a maximum of 18 inch (457 mm) intervals instead of the normally required 3 feet (0.9 m). VERTICAL LOADS (Lbs./Sq. Ft.) HSB-36 and HSB-36 WITH SHEARTRANZ®. PRIME PAINTED OR GALVANIZED . Gage 5'-0" 5'-6" I 114 94 I 22 s I A 92 69 ! s 143 118 I .:..lQ.. A 113 85 I Simple I I Span 18 s 196 162 159 119 A. I I I 250 I 207 I 16 s A 198 . I 149 I s i 120 99 I 22 I j I A I --I I 20 s 151 125 Two A ~ - Spans 18 s 204 168 A - -,. -16--s--254 · · 210 · ' A -I - _22 ___ s 150 124 ·-----·-a· --· ---- .. 20 s 18& 156: Three or A -More s 255 210 Spans 18 A -- 16 s 317 262. A - -. , . Span 6'-0" ! 6'-6" 7'·0" . ! 7'-6" 79 I 67 58 51 53 I 42 34 27 I 99 85 73 64 I 66 52 41 34 136 116 100 87 92 72 58 47 174 I 148 127 111 1.15 9.0 72 59 I 84 71 61 54 ----- 105 89 77 67 1:00 - -- 141 121 104 91 --'----· - 176 150 129 11'3 I - --- 105 89 77 67 100 79 63 51 131 112 96 84 124 97 78 63 177 151 130 113 173 136 109 89. 220 188 162 141 216 170 136 111 See page 14, item 1 on how to use this table. VERCO MANUFACTURING GO. ·\:~ :~r~ 8'-0" 8'-6" 9'·0" 9"·6" I 10'-0" 44 39 22 19 56 49 44 28 ...... ,:,J 19 I I 76 68 ! 60 54 I 49 3$ 32 27 23 I 20 I I ' 98 86 I 77 69 I 62 I I i 48 40 34 29 I 25 ! . ' 47 42 37 -- - 59 52 47 42 38 --47 40 34 80 70 63 56 51 ---56 48 99 88 78 70 63 - - -70 60 59 52 46 42 35 30 74 65 58 52 47 52 44 37 31 27 99 88 79 71 64 73 61 51 44 37 124 110 98 88 79 91 76 64 54 47- 3- I I I I I I I I I I(}) I I I I I I I I DJ I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 JoB -----'------"'IE"'--"-CP-'~t.A-1,""-'-'-_u-'---0-_____ _ SHEET NO. · ~? . ,,,... OF _____ _ ..J-f_ /0,12 ,17 CALCULATED BY-----~(,,.;:!:.)~-DATE~--~--- Phone (61~) 497-2118 Fax .(619) 497-0429 CHECKED BY ________ DATE ____ _ SCALE Tl c;,;m rik iC-el<. .. ,e, 'J-17 rs w,. PL-'3 f~F ( lli ) +-;i C? f <.F : cf! f u- 1,,L "2o(f.B~5)='1Bfif -rs ;z.v4-y:t/f- r-1--c~ ~ 1 + __ c, ~o 'f; i;;-)2·-== 1. 1,, e ~c 0, :..,s1)(i4;aj4'(r;z.s) -o. 01 1' ? 0 f (_ (1-7) ( '1-1 c;ov - a.. I . 3 '-')L--:. .,_ 'I ,11 J:x =-/Z-7 ,;, 4 L/ /'100 USG: Ts 12.~ 4-Y. 1! 1- ~A)'f:;, 1/.JeJ!-. 165 /'2-'14--'7'-I/ f- t·Q=,i=~j;~P===='~'?-.&fLF T <),1? I T . st C) t~~~ 4o7 0 * G~?f :/:_'-) l~I D ~ +--lo ~ bm·.-(:t~ J · f' = 1.,,s'-tpt.N, ,z, -= ,sJ.2-p # ./ ·37z..o ef:t PL \ ·t f ,o -:ff f..1- .H= 4-cno(?-,;,,<;);; 'J,zl'-1 • H,-== s,~'· ;;5_ ~;:: ~~8~ ~ • •• ., • • ,u, ," ': .......... , .. ' .................. , .... : ...... '" •• '. • • • •• ' ••• ' -i • • • VSG :_ . 1S. l7'Y:4--.J--1(f; ... 6 I I-~ I I I I I I I l\{J I I I I I I I-. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . Phone (619) 497-2118 Fax (619) 497-0429 (,E(:? {)~JjJ JOB---,.-----~--'-------- SH~ET NO. ---'--'--'---~-q-~/1.-OF--,------ CALCULATED BY ~--~ __ t-.b __ DATE /() I 8 ,17 CHECKED BY--~-----DATE ____ _ SCALE 17 C-,{?f3:_! T rrf?Gq'2... : . t:;?--17 Pl-~ ( 1 :i,s': ~ 'Bfd' -J-bm u.JT. ~/ LL -;.. {:) ( ~J§')"" :::. Z:3:> f tF ;z.. t...Arnrr De-F'-l-e:-c...710/J ,D 1/:2,.,# . ( t)ve;TO S~.,J/2-177'( -Dr::;of!-) v~: c.ornPcJTet<.. otYTP ... ,r fJ/:::. ?:>·f,, ~Je.-' V= t.1e,,.. +-b= 1c:n ;c.,.,-r ~ -z :;, f3 ~.,_ ~ h-==-(),71 ;~· L-;ftq--~· p~ u.se; vJI e;, x 2-~ ~ t?"O~e foMr'n { rv "Cl1l.-Tlf) 1 l(p-Z-0 :ff" ( ttr o ~ P0 ~ ~ C,o(l"l ~Jf ,:;-t.. o?JTl-'vT _ D~ ?(~) ~ l':b fJ+ b«JtAYT, t<-1'-o ( ')) = ~ =>f i-F- H ~-Ji~ t.,i) 4-::: ~~ 1 ~· ~1,~ .. B~~' 1-v·~--j,t.,,,V" h-=-oJp'J,/C~,-i' t. 141~1Cttrn· dJ3. --~,__-= · 0, '77 11 _ ~}(l::>oo tt>.f:- -~ ·.;.·:·l;);ci1~--~·{f·=". o;· f8·" _ ... L;!i";o :. -"i,J£-...... --- -V~ :. _ WJ '"l.-)C/t:, . .~ ·r/ I .___ -N -M -. -~-.,-~-0---N .... M -. -"-~-~-~---N-.• -, -. -., -~ -~-0---~-~-. --., -~ --,, --,,-_-N-..,-.-,-. -., -~ -" -_-N_M ___ '"_"'__,_~ -" -__ N_M_e_w_e_• ~-" -_ -~ --'c. PliOOUCT 2Di· lt 1\/Ciis {Inc .. G!OlOri. f!a!.S Oi,.:il 10 Otoe! Pri01~E TOtt. FREE 1·60-J-22~ I I .. I I I I I I I I (.-.-::.i .... _:·,: I I I I I I I I I .. .. .. .... MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 \ ?-J/2 ¼i~ ~ : CJ, (4-?;; ( 'Sc; {) :--0, fa_ II ~ /C?bJ JOB -----~W~-b,~C;,_l.A:t,...JQ~~·"---------- SHEET NO. ------~&_G __ OF---,---- CAtCULATED BY ------~i.b~. _ DATE.-~/ 0_• '1.,_1_,_1-'7 __ CHECKED-BY _________ DATE _____ _ SCALE ~-· -'-Ti.,_,/ a.:;.,-=~=--'-T---'T'-'-h_-.,_,C.-'· €::-'TZ;c....:_;c..,_:__oa,:[3'-"2-!-'-· _1'-------- S-=-/7,11h-:, I= lo3 ,ft'+ I II I I f.t1 -c), ()$ -::: I ~'$ l./e.10 • 7 PRODUCT 2G7·1~1nc, Groton. II.as~ 0llil ToO;CE:' i'tiO"JE iO:..L F!iEE i-8~3-225-1'.JS0 I I ------.. \ I I I I I I I I--~-, :,• .. .:_) \:,:_.·.·-~ ._,_, I I I I I I I @ . I I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 ·LEG OLAND BEGINNING 960240 TICKET TAKER TMB (619) 497-2118 (619) 497-0429 fax STEEL BEAM DESIGN FRONT EDGE BEAM BEAM DATA---- Center Span Length Left Cantilever 28.50 ft 0.00 ft Right Cantilever · 0;00 ft Unbraced Length = 0.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting witl) Short Terr\:i Fy = 36,ksi Load Duration Factor = 1.00 Beam End Fixity Dead Load Live Load Distance To Load Dead Load Live Load Distance To Start Distance To End = = = Pin:Pih 2.99 k 1.09 k 14.25 ft 0.00 k/ft 0.02 k/ft 0.00 ft 28.50 ft Date: 10/08/97 STEEL SECTION DATA AISC Section w16x26 .Section Depth = 15.69 in lxx Web Thickness 0.250 in ly.y Section Width = 5.50 in Sxx Flange Thickness 0.345 in sw Section Area 7.68 in2 r:,qc Section WeiQht = 26.08 # r:yy rT, y 1.36 in = = = = ,.,..., Page: C:-1? 301.00 in4 9.59 in4 38.37 in3 3.49 in3 6.260 in 1.117 in APPLIED LOADS-------------------- Concentrated Loads-------------------- Uniform "Loads--------,--------------- SUMMARY------------------- . USING w16x26, Max Stress Ratio = 45.13%, Min Defl. Ratio = 7l6.80 TABULAR SUMMARY OF LOAD COMBINATIONS------ Maximums ... Actuai Allowable Dead Load + Loads Placed as follows Moment = 34.3 76.0 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 10.72 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 2:78 56.48 k ..... Stress 0.71 14.40 ksi Moments .. M + @ Center 34.3 24.2 34.3 0.0 0.0 0.0 k-ft Deflection = -0.477 M-@ Center ~ 0.0 0.0 0.0 0.0 0.0 k-ft fb/Fb: %max= 0.451 @Left = 0.0 0.0 0.0 0.0 0.0 k-ft fv / Fv : % max = 0.049 @ Right 0.0 0.0 0.0 0.0 0.0 k-ft Min; DL Defl Ratio = 1022.66 Shears ... @ Left = 2.78 1.91 • 2.78 0.00 0.00 0.00 k Min. TL Defl Ratio = 716.80 @ Right = 2.78 1.91 . 2~78 ·o.oo 0.00 0.00 k Deflection .• @Center ---0.477 -0.334 -0.477 -0.334 0.000 0.000 in @Left 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right = 0.000 0 .. 000 0.000. 0.000 0.000 0.000 in at 0.00 ft = 0.000 0.000 0.000 0.000 0.000 in Reactions @ Left -2.78 1.91 2.78 1.91 0.00 0.00 k Reactions @ Right = 2.78 1 .91 2.78 1 .91 0.00 0.00 k V4.4D (c) 1983-96 ENEf\CALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I ·'· I- I I I I ~ ..... ._. I·.··'• l ~: -.:_, J I~ I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax STEEL BEAM DESIGN REAR EDGE BEAM BEAM DATA-.---- Center Span Length Left Cantilever -28.50 ft 0.00 ft Right Cantilever 0.00 ft Unbraceq Length 0.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Terril Fy = 3~ ksi Load Duration Factor 1 .00 Beam End Fixity Pin:Pin AISC Section Section Depth Web Thickness · Section Width Flange Thicl<ness Section Area Section Weight rT, y LEGOLAND BEGINNING 960240 TIC KETT AKER TMB Date: 10/08/97 STEEL SECTION DATA W12x16 11.99 in lxx 0.220 in lyy 3.99 in Sxx 0.265 in Syy 4.71 in2 r:xx 15.99 # r:yy, 0.96 in = Page: G1 103.00 in4 2.82 in4 17.18 in3 1.41 in3 4.676 in 0.774 in APPLIED LOADS-------------------- Uniform Loads-----'------------------ Dead Load Live Load Distance To Start Distance To End = 0.0, k/ft = 0.09 k/ft = .0.00 ft 28.50 ft -------~-------------SUMMARY~-----~---------------- USING w12x16, Max Stress Ratio.= 34.62%, Min Defl. Ratio = 603.72 TABl)LAR SUMMARY OF LOAD COMBINATIONS------ Maximums... Actual Moment 11.6 ..... Stress 8.08 Shear = 1.62 ..... Stress 0.62 Deflection = -0.566- fb I Fb : % max = fv / Fv : % max = Min. DL Defl· Ratio = Min. TL Defl Ratio = Allowable 34.0 k-ft 23.76 ksi 37.98 K 14.40 ksi 0.340 0.043 2373.75 603.72 V4.4D (c) 1983-96 ENERCALC Moments .. M+ @ Center M-@ Center. @ Left @ Right Shears... @ Left @ Right Deflection.. @ Center @ Left @ Right at 0.00 ft Reactions @ Left Reactions. @ Right Placed for Max 11.6 l.62 1.62 -0.566 0.000 0.000 1.62 1.62 Dea9 Load + Loads Placed as follows DL LL LL+ST LL LL+ST Only @Cntr @Cntr @Cants @Cants 2.9 11.6 0.0 0.0 0.0 k-ft 0.0 -0.0 0.0 0.0 0.0 k-ft o.o 0.0 0.0 0.0 0.0 k-ft 0.0 o.o 0.0 o.o 0.0 k-ft 0.41 · 1.62 0.00 0.00 0.00 k 0.41 1.62 0.0Q 0.00 0.00 k -0.144 -0.566 -0.144 0.000 0.000 in 0.000 0.000 0.000 0.0Q0 0.000 in 0;000 '0.000 0.000 0.000 0.000 in 0.000 0.000 0.000 0.000 0.000 in 0.41 1.62 0.41 0.00 0.00 k 0.41 1.62 0.41 0.00 0.00 k ~EORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I 1, .. :--::., ~~.:i) I I I I I I I ·(f· I /-.. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN Dl~GO, CA 92108 · .Phon.e (619) 497-2118 Fax {619) 497-0429 Jos -~---'------"-l,E?;=-,__(;;,..;;;.o_· !..At---'-, u-=~'--------- sHeeT NO. ______ 6=,~.;;...8 __ OF------ CALCULATED BY _____ -"""'~b.::::___ DATE _/_0_,~_,.:;:;;_7~7~. _ CHECKED BY--'---------DATE _____ _ SCALE __,_.-'-n-'-1c:._,· a=-~~T_T-.:..:l"l1....:i-"'-'l:--=='#-::;.c__-_. -"&=--;:;..;-'-7,__ _____ _ -o( q.)--= ~~ ft-P--t bm ~, I b ( 3-s) =-/'8 b f U: M= {, '<>I( :2-J.t) f-~. 17f; ~ 2. B,sf = t7,tf, !:-' .fb:.: z7:Ji!:-)-_ /q, .2. t,.e,,., < c:i,t.ev-(?>c.,,) S, /'1 1'-A;-. S,1a;1t-~ /, 2./ /pn' 9,) .. 7.(ri) ~ ~ /,½'' A I,{.. --t?,;7 11 . . ., .. . . . .. . . .... , ~ .... ~, ... " ..... ' " ' ' ' l-/ ,z,,7 0 L-/ tf:tf O . cf:.. ofi. ~ = .0, fe>11 /1, I -= ,;;5,8 pl'itif.. ,· ' . PRODUCT 207-11 tvei!is !jnc. Groton_ Mass 01411. To Order PHONE 101.L FPEE l·8©-225-S3BO .• ,• _1.£ .. , .. 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I MARTIN & DUNN, I.NC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 LEGOLAND BEGINNING 960240 TICKET TAKER TMB (619) 497-2118 (619) 497-0429 fax STEEL BEAM DESIGN CENTER BEAM BEAM DATA---- Center Span Length Left Cantilever 28.50 ft 6.00 ft Right Cantilever 0.00 ft Unbraced Length = 0 .. 00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Terb, Fy 3'i:i ksi Load Duration Factor = 1 .00 Beam End Fixity Dead Load Live Load Distance To Load Dead Load Live Load Distance To Start Distance To End = = Pin:Pin 0.99 k 0.33 k · 1-4.25 ft 0.03 k/ft 0.14 k/ft 0.00 ft 28.50 ft Date: 10/08/97 Page: G., '1 ·STEEL SECTION DATA AISC Section w12x16 Section Depth 11.99 in lxx = 103.00 in4 Web Thickness = 0.220 in lyy = 2.82 in4 Section Width = 3.99 in Sxx 17.18 in3 Fla_nge Thickness 0.265 in Syy 1.41 in3 Section Area 4.71 in2 r:xx = 4.676 in Section Weight ~ 15.99 II r:yy = 0.774 in rT, y = 0.96 in APPLIED LOADS----------------~-- Concentrated· Loads------------------- Uniform Load's-'-------------------- SUMMARY_.;... __________________ _ USING w12x16, Max Stress Ratio-= 80.56%, Min Defl. Ratio = 273.60 TABULAR SUMMARY OF LOAD COMBINATIONS------ Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment = 27.4 34.0 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 19.14 ,23.76 ksi for Max . Only @Cntr @Cntr @Cants @Cants Shear = 3.19 37.98 k ..... Stress 1.21 14.40 ksi Moments .. M + @ Center -27.4 1i .3 27.4 0.0 0.0 0.0 k-ft Deflection = -1.250 M-@ Center 0.0 o.o 0.0 0.0 0.0 k-ft fb / Fb : %max= 0:806 @ Left = 0.0 0.0 o.o 0.0 0.0 k-ft fv / Fv : %max= 0.084 @ Right 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 707.36 Shears .. _. @ Left = 3.19 1.09 3.19 0.00 0.00 0.00 k Min. TL Defl Ratio = 273.60 .@ Right 3.19 1.09 3.19 0.00 0.00 0.00 k· Deflection:. @ Center = _, .250 -0.483 -1.250 -0.483 0.000 0.000 in @ Left 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right = 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft = 0.000 0.000 0.000 0.000 0.000 in Reactions @ Left = 3.19 1.09 3.19 1.09 0.00 0.00 k Reactions @ Right 3.19 1.09 3.19 1.09 0.00 0.00 k . --------------------- V4.4D (c) 1 ~83-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I .. -~- I I I I I I I lfJ\ I I I I I I I .. /._;(: 1··t I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Coµrt Suite 400 JoB___,------""lE~ta=o'""'cAf..J""-'-'-=P:;__ _______ --'- G !CJ SHEETNO. ___________ OF _____ _ . 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MARTIN & DUNN, INC, 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax STEEL BEAM DESIGN BEAM AT GRIDS B,C~b BEAM DATA----,-- Center Span Length = 1'9.50 ft Left Cantilever 0.00 ft Right Cantilever = 0.00 ft Unbraced Length . -0.00 ft Beam Wt. is ADDED To !'IPPlied loads Live Load Not Acting with Short Terin Fy = 3~ ksi Load Duration Factor 1 .00 Beam End Fixity Pin:Pin AISC Section Section Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y = = = = = = tEGOLAND BEGINNING 960240 TICKET TAKER TMB Date: 10/08/97 STEEL SECTION DATA w1.2x19 12.16 in l?(X 0.235 in lyy 4.01 in Sxx 0.350 in Syy 5.57 in2 r:xx 18.91 # r:yy 1.00 in Page: 6 /1 130.00 in4 = 3.76 in4 = 21.38 in3 1.88 in3 = 4.831 in 0.822 in APPLIED LOADS'-------------------- Concentrated Loads------------"---------- Dead Load 3.52 k 3. 72 k 2.18 k Q.82 k Live Load 1.74 k 1.40 k 4.20 k 2.42 k Distance To Load = 0.00 ft 2.25 ft 10.88 ft 19.50 ft SUMMARY-"----'-,---~--------------- USING w12x19, Max Stress Ratio = 86.45%, Min Defl. Ratio = 401.63 TABULAR SUMMARY OF .. LOAD COMBINATIONS------- Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment 36.6 42.3 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress = 20.54 23.76 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear = 7.54 41.15k ..... Stress = 2.64 14.40 ksi Moments .. M + @ Center = 36.6 15. 1 36.6 O;O 0.0 O.Q k-ft Deflection = -0.583 M-@ Center = -0.0 -0.0 0.0 0.0 0.0 k-ft fb / Fb : % max = 0.864 @ Left 0.0 0.0 0.0 0.0 0.0 k-ft fv/Fv: %max= Q.183 @Right = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 909,04 Shears .•. @ Left = 7.54 4.44 7.54 0.00 0.00 0.00 k Min. TL Defl Ratio = 401.63 @ Right = 4.33 1.83 4.33 0.00 0.00 0.00 k Deflection .. @ Center = -0.583 -0.257 -0.583 -0.257 0.000 0.000 in @ Left = 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right 0.0.00 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft = 0.000 0.000 0.000 0.000" 0.000 in Reactions @ Left = 7.54 4.44 7.54 4.44 0.00 0.00 k Reactions @ Right 4.33 1.83 4.33 1.83 0.00 0.00 k . ----~---- V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I-~ I I I I I I I I I I I , I I. I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA S2108 JOB """'------,.---(E'-~_b_O_~ ..... __ -0 ______ _ ~rr ! ' ! ! ' --l! J! i r -T /3HJ""-j I, I. I' ·] 1/ I I· !: I I ' I_ -_I .Q fi l t' \ ~ ~ V ~t)/,:\ ----- VfPrc:p_ c-ri, SHEET.NO. _________ OF __ ....;._ __ _ CALCULATED BY------''""-'./~_ DATE _!_O_, a~Z)_' 0~, 7~_ Phone (619) 497-2118 CHECKED BY _________ DATE _____ _ Fax (619) 497-0429 , \ ~ E t -<:i, 1! '-i ~, '? 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For Y-Y Buckling For X-X Buckling ts10x10x1/2 -11.00 ft Free Fixed 11.0Q ft 11.00, ft DESIGN DATA~--- Axial Dead Load Live Load Short Term X-X .Axis Moments: =- TICKET TAKER TMB Date: 10/09/97 APPLIED LOADS 8.26 k "Y" Eccentricity 4.84 k "X~ Eccentricity b.O k Dead 0.0 Live 0.00 --None-- = --None-- Short 19.60 k-ft X:Start Page: G /S 4.00 in 0.00 in X:End- Fy Load Duration Factor 46 ksi Y-Y Axis Moments 1.330 Top Bottom Btwn Ends Top Bottom --None-- --None-- Live & Short Loads Don't Combine Sidesway ... X-X Axis : Restrained Y-Y Axis : Restrained Effective Length Factors ... X--X Axis = 2.00 Y-Y Axis 2.00 SECTION DATA Depth Width Top Thickness Web Thickness Area Weight rT lxx Sxx Rxx lyy Syy Ryy F'ex (DL+LL) F'ey (DL+LL) F'ex (DL+LL+STJ F'ey (DL+LL+ST) io.oo in --_,o.oo in 0:500 in = 0,500 in -1'8.400 in2 = 62.474 plf 0.000 in -271.0 in4 54.2 in3 3.84 in = 271.0 in4 54.2 in3 = 3.84 in 31557 psi = 31557 psi = 41971 psi = 41971 psi ------------· . -... V 4.40 (c) 1 983-96 ENERCALC Btwn Ends --None-- Point Loads X-X Axis = 0.0 0.00 -3.03 11.00 ft Y-Y Axis --None-- Uniform Loads X-X 0.00 0.00 -0.02 k/ft 0.00 ft 11.00 ft Y-Y --None-- SUMMARY---~----------- Combined Stress Ratios ... Dead Live DL + LL DL + ST- Formula H1-1 = Formula Hl-2 - Formula H 1-3 0.043 0.025 0.068 0.327 Aclual & Allowable Stresses ... Fa : Allowable 19.94 19.94 19.94 26.52 ksi fa: Actual 0.45 0.26 0.71 0.45 ksi Fb:xx : Allow [F1-6] = 30.36 30.36 30.36 40.38 ksi [F1-7 & F1-8] 30.36 30.36 30.36 40.38 ksi fb:xx Actual = 0.61 0.36 0.97 12.54 ksi Fb:yy : Allow [F1-6] 30.36 30.36 30.36 40.38 ksi " " IF1-7 & F1-8J 30.36 30.36 30.36 40.38 ksi fb:yy Actual 0.00 0.00 0.00 0.00 ksi Max X-X Axis Deflection = 0.599 in at 11 .00 ft from column base Max Y-Y Axis Oeflection = 0.000 in at 0.00 ft from column base Intermediate Stress Calculation Values----------------- Gm:x (DL +LL) 1 .00 Cb:x (DL + LL) Cm~y (DL+LL) = 0.60 Cb:y (DL+LL) Cm:x (DL+LL+STJ = 1.00 Cb:x (DL+LL+STJ Cm:y (DL+LL+ST) = 0.60 Cb:y (DL+LL+ST) 1.00 1.75 1.00 1 .75 GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I;:/~~) I I I I I - I I : (.·.:-;-.• I-~- MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 4.00 . SAN DIEGO, CA 9Zl08 Phone (619) 497-2118 Fax (619) 497-0429 I'// I "* :2-1'! l~~" z.. ,.,I.) ,/ T c,, IJ) :D L + 1/J I A.YO !!f.) OL7S8Sm IC P=-/?,ti' M-o P-a.. ....,,_It. I -,:,,,,........-- M --=-s z I ,z)t. I p --8. 2,J.,-;)'- /YI ,..._ "2-0, ffi' I r..e.: wmPtJTe)e crvr-PuT tb'15-::: P.s CPl~r::.r L;, os ·t:::-"- lt. :th,,..c/l. --I. Jct11 =='1 ~~ l 'f.f' JOB ----,--''------=W""'--"-C?--=:;0...::l.A--1;..:...:-' lli:..:tJ=--------- e/& SHEET NO. --'---------'---'--OF---~-- CAlCUt.ATED BY --~---..).,.-'-"',k-'---DATE~-~/ ()_,_"J_.Cs_t7 __ CHECKED BY---~----DATE _____ _ SCALE_-_,_/-u_,~-~-~'~~-~-q~z..._:_o_'J..!_/1~------ , ' ~.---r JI ---~ -4--I -~ J3dTS --------GA,,$ JOe, , f . ,,, ,; -----....... _______ . ·---. . . . . . . . . .... . . . ...... . . ~ : l . I -____ --_--__ . -----------~' -~ ~ ~ r C ' ~ -~ ~ ~ ~ ¢ ~ ~ -h M • ~ ~ ~ ~ -~ ~ • n ~ h ~ ~ ~ n ~ ~ ~ ~ e -~ ~ ~ ~ ~ ~ = -N ft ~ ~ ~ ~ ~ -~ ~ ?RODUCT2vi-~ ~mc..-Gro:or,, Mass.Oi,Gl io O:oer Pr!ONE iO~L FREE 1-EOC'-22!-€3~0 ~. I I I I I I I I I 1 ... -.-::.:.:~ r->·::'/ .- 1 I I I I I I MARTIN & 'DUNN~ INC. Structural & Civil ~hgineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 .--It--:--· -// (I '\M I ..v I \ II I I U?Ai:J Crc=:>ES -.X,) .P L+l,,l. { Wr;tz.Si\ ~~J v.e : t-~ m PUT fi)2... ow fl e,,rr f b~ =-C?ff-C.,. J:r-ii ~ l,e>S- vse· l,,6°boc..A-LJ);:7 JOB------'----------'------------- SHEET NO. (:;3'/ B OF ------ CALCULATED BY -th DATE_/_()_,:;;_, _. '1_7 __ CHEC~ED BY ----'--........a..-----DATE _____ _ SCALE J/ ?fU 1 t/41tkJZ : "{3;,.J..-/7 D () Cl P-::: 1.s1i' t-1--0 P=-f-1 13L .._/I t-1 ,,=-'2-oi 1 r~~q -.::. 1,1ie. < 6, sl!. {)Se '5/fi-l fe •f' L ..... .. · . ... -~ I "'-_ -N-~-,-~ -.,-~-~---N -n-,-~-. .,-~ -.,-_-N....,._ ~---, -<,-.,-~---., ---N-~---_ -., -.,-~-c---~-n-.-,-., -.,, --~-.,---,-~ -,,-,-~-"'-~ -~---N-~-, -.,-.,,-~-.,-_-~-~....I PMOD~Cl i,;3,.1 ~,S'-•lnt~ Gro:on. Mass 01.:il io Order ?HONE iOLL FREE i-c:V-225--536~ I I . ....,_ I I I I I I I I_;~~ :;;;)- I I I I I I I 1® I MARTIN ~ DUNN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax STEEL COLUMN BASEPLATE DESIGN COLUMNS W/0 FLAGPOLE LOAD DATA Axial Load X-X Axis Moment LEGOLAND Bl:GINNING 96240 TICKET TA KER TMB Date: 10/09/97 None None 1 2-- 7.60 k 4.13 k 0.00 k-ft 20.40 k-ft ,.,... AISC Section Name TS 1 Ox1 OxJ /2 TS 1 Ox·1 Ox1 /2 --BOLT DATA--·, Bolt Tension Capacity 8.52 k 8.52 k Bolt Count Per Side 2 2 Anchor Bolt Area 0.785 in 0.785 in Bolt Dist. from PL Edge 1.50 in 1.50 in PLATE & SUPPORT DATA- Baseplate Depth 18.00 in 18.00 in Width 18.00 in 18.00 in Support Area Depth 72.00 in 72.00 in Support Area Width 72.00 in 72.00 in MATERIAL DATA-· - f'c 3000 psi 3000 psi Fy -36 ksi 36 ksi Load Duration Factor 1.00 1.33 .AISC Section Depth 10.00 in 10.00 in Flange Width 10.00 in 10.00 in Flange Thickness o.500 in 0.500 in Web· Thickness 0.500 in 0.500 in PLATE DESIGN- Min. Required Thickness 0.255 in 0.663 in Plate Analysis Method 3 1 Tension Force per Bolt 0.00 k 7.69 k Bearing Stress 23.46 psi 456.59 psi Allow Bearing .•. Per ACI 10.15 3570.0.0 k 3570.00 k Per AISC J9 2100.00 psi 2793.00 psi Max. Plate Capacity for Allowable Bearing ••• 680.40 psi 904.93 psi PLATE ANALYSIS - Actu~I Plate Thickness M,;1x Allow Plate Fb Actual fb .. -------------------- ,/ Page: €:--/CJ V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW06036-i · I I --, I I I I I I I lt~J '-· I I I I I I I -- :-·:·-.::-:- li;"_.:=.-- 1 MARTIN & DUNN, I.NC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 JOB ------'----l{;;-.__;;{;:;>;.__C:,..;:::~.c..':.e.=.=---'---"---- SHEET NO. ______ C:,'---2,_o_ OF ________ _ CALCULATED BY..,.. ______ ch_;;' '--DATE /0• 9 1 17 Phone (619) 497-2118 Fax (619) 497-0429 CHECKED BY------· _______ DATE ____ _ SCALE __ -~/(_~_. ---T~11~f!>1.-~~·,;:;:;_1/_!~f.5.-..,,~(2.-!~7,__ _____ ~ -AT ~pc,% /?C7C7171J 0. . /IJ irJO r 8, i~1t-PL k~+i,. ll- I ~sm1c. .? -$., V.;lr-PL 1-;81-r-tA..-,-h\ , J,.-¥ H . \ ~ _, __ __,--v_· _ _,/ J .J :::. :::::.:.-, '2. /t.. /\/\ _ _,/(.,• ;--,,l > w I 4-J .. ) (,VI tvt;J 6:>N~ s X.->'-P//2-, kpfl.>/ t!5£?')6M!C-!Iv 'i-'i 01/Z., :J-) p Lfl,{. _. 4 11-:::. #of,F t::. 'VSt?O /~'7P-og.. fw,-L,, ~ l'?tfo f~F t:.. VS'f;>o{/,?;/~c 5'31~/li:;f=-. o.!f As, v j 1 -=-I, ~ 1 I, ~ '4-f..l $:) P l-r ::; ~G m1 c, I' -r~ot~ = ~oo f7r' t-~?15 fS?t?/-c,.. PvptA,1=,·1 -:.-. )2., cP ( It'~) ( /,oCP) = r,. cr p7r- != t1p~-r-T :::. I I / __ 05,~ :-· -q':...,;¥. ·v.L tr,( l~ FTc.e t;u/ =ltse· l'2I1clc. e:vJ t:>TfYI , " . -~ ·-.. ..... -.. . .. .. . : .. ' -5 PROOt.lCi 207-i: Jvi:aS[lttc-. Grc,:Gc. Mass 01~71 1c, Ordi:: PHONE TOLL FREE 1·BOM2,:,-6380 ~ -i I I I .-:--.. I I I I I I I 1~:, t-:/J ..__ I I I I I I I C) .. =:-: .. ~- ... 1. c.:::=: I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax GENERAL FOOTING DESIGN FLAGPOLE FOOTING DESIGN DATA Allow. Soil Pressure ... Short Term Increase 2500.0 psf Dead Load 1 .33 Live Load AXIAL LOADS Base Pedistal Height 0.00 in Short Term Load Seismic Zone 6 ... Ecc. Along X-X Axis Overburden Weight 0,00 psf ... Ecc. Along Y-Y Axis Live & Short Term Loads Don't Act Together Concrete Weight 145A pcf 8.26 k 4.8 k o.o k 0.00 in 0.00 in LEGOLAND BEGINNING 96240 TICKET TAKER TMB Date: 10/09/97 Pa_ge: &'2-} DIMENSIONS----- Width Along X-X Axis Length AlongY-Y Axis Thi.ckness . = Column Dim. Along X-X Axis Column Dim. Along Y-Y Axis 9.00 ft 6.00 ft 18.00 in 18.00 in 18.00 in -Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES - .... Pressures @ Left/Right Moment: DL = LL Short Term = Shear: DL = LL Short Term 0 .. 0 k-ft Q.O k-ft 52.2 k-ft 0.00 k 0.00 k 3.Q3 k .... Pressures @ Top/Bot Moment: DL Shear: LL Short Term DL LL Short Term 0.0 k-ft o.o k-ft 0.0 k-ft 0.00 k . 0.00 k 0.00 k --------~-~----------SUMMARY--------------------- Soil Pressure Moments & Shears------ D+·L ·o+.L+s·t Max. Allowable Max Pressure = 460.-1 psf 1336.2 psf Allowable Presswe = 2500.0 psf 3325.0 psf 'X' Ecc. of Resultant 0.0 in 34,0 in •y• Ecc. of Resultant Service Load Pressures .... DL + LL Dead +live +Short Term Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 0.0 in 0.0 in Mu/Phl · Vu:1 Way Vu:2 Wc_ly Overturning Ratio - Left 460.1 psf . 0.0 psf Left 671.0 psf 0.0 psf 0.0 psf Right 460.1 psf 1-336.2 psf Right 671.0psf 1403.1 psf 1202.6 psf -----------FOOTING DESIGN----------- fc Fy Rebar CL Clear to Soil Min. Steel% = 3000 psi ··m· = Fy /(.85fcJ = 60000psi Vn:1 ..... 2(f'c) ... 5 = 3._5 in Vn:2 ... 4(f'c)'" .5 = 0.0000 = 23.53 109.54 psi 219.1 psi FACTORED SHEAR FORCES--------- Two-Way Shear One-Way: Vu @ Left = One-Way: Vu @ Right One-Way: Vu @ Top = One-Way: Vu @ Bottom = ACI 9-1 ACI 9-2 ACI 9-3 9.14 psi 4.76 psi 5.47 psi -3.34 psi 5.47 psi 12.38 psi 2.03 psi 0.87 psi 2.03 psi ·. 0.87 psi 4.08 psi -2.86 psi 10.61 psi 0:74 p~i 0.74 psi Vn * Phi 186,.23 psi 93.11 psi 93.11 psi 93.11 psi 93.11 psi FACTORED MOMENTS---'------------' 6.6 k-ft 12.4 psi 9.1 psi 1 .6 :1 Top 460.1 psf 370.5 psf Top 671.0 psf 389.0 psf 333.4 psf ACI 9-1 ACJ,9-2 ACI 9-3 Ru As Req'd Mu/Phi @ Left = 2.9 k-ft -1.8 k-ft -1 .5· k-ft 13.6 psi Mu/Phi @ Right = 2.9 k-ft 6.6 k-ft 5.7 k-ft 31.4 psi Mu/Phi@ Top· = 1.Q k-ft ·--0.5 k-ft 0.4 k-ft 4.9 psi Mu/Phi @ Bottom = 1.0 k-ft 0.5 k-ft 0.4 k-ft 4.9 psi SE.RVICE LOAD OVERTURNING ST ABILITY ... --.. ----·---~--- . Factor of Safety : Y -Y AXIS Factor of Safety : X -X AXIS = Static -None- ··"None- Short Term 1.59 :1 •-None- 0.053 in2/ft 0. 122 in2/ft 0.019 in2/ft 0.019 in2/ft 93.1 psi 186.2 psi 1.5 :1 Bottom 460.1 psf 370.5 psf Bottom 671.0 psf 389.0 psf 333.4 psf V4.4D (c) 1983-96 ENERCALC' GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I ,.-: ·.:') -:·~:· I I I I I I I - r·: ·.·.\ v MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO; CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 5 c!Sr() Jc,, t-1-=-/]..[),~ I >--------l \I'=--!. Bssft.. W-o /) L.,/-AJJ:J JOB _________________ _ SHEET NO. -'-------'-~-·-Z.,_3_ OF _____ _ CALCULATED BY _____ -t-b ___ DATE ____ Io_, 1~·-7_7 __ CHECKED-BY..,.,._ -----------DATE _____ _ scALE~-_7i_a_~_c_T __ 77~A1-'--~--:_5_'2-1-_·1_-_____ _ j/.J li....Jr.? r,z:,6CtA /?'?c> # ::-(p&S '#--:;z: Col-I '5, G-:> f<-F t-1 = IS.&>{ 11)2. + &&s(CJ, 75) 2, -::::: --7 /L J::-t , ,-- V-:.. o.B<f~ s t:n '5 r,1 l c.. G6 V 6-t2..-1J $ ~ 0/Ur.J@ f(~-~) P e,.~,o~-,e. c.~~ a.oc. U})Pc:-C) ~ 2 C e-orvse,v.p.. TtvG) e,. G{2A"O ,.··6.) !\!_~ P:;,[., e ,u _ 4-.-,o~ ~ - 't.....Bf--"2 I q..~ll ;z. i.b,6Sk:- r~: Co(Y)fVT~ 0rrrr:ur e. (p tu O(E;) Ef Ip) "Z) PL-0.,c °kot(.,.-=-19of-f>P. .t~~ ~ use_. ••• 1, • ··-• • ••• • •• • -•• ~- i ' . i f P.'z>, ,:;,fr c /, s -s, ;,s ~.&5K.. 4-,q '2, /1.- '2. 7, '57~ (!)GfU-tJ.,§.-'>, 'P· (J) · .I) P.Lti<,... ~ = r.$7+7/33 -~.~.-7 ~f~ ?~ -:::: %" ft::;'r ,c;k. (@) GHbVJS.) C • ~ •• -· _. ,.. •r I ,____ -N -~-,-.-, -~ _"_e ___ N -~ ---.,-~-, -Q -_.,-. ,.-,-, -, ..... ,-~-"-e ---N-,.---. .,..:, -~-"-., ........ _ -,. --~-.-.--. -~ -,. -Q-_-N-~ -, -~-~-, -= ---"'-~-. -. -~-=-"-=---~-,-' F?.ODUCi 20i•l 1Nif:Eis 1lr:c .. GrotO.'l, lla!.S.01t7t ioOr~er PrlONE iOU. FF.EE i-~~.::~!°-~---,, I I -- I I I I I I I 1.-9 ~ .#::.:-:. I I .I I I I I ·a·_::.-:' .... I ,.·.·::·:':· . I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax GENERAL FOOTING DESIGN END FOOTING DESIGN DATA Allow. Soil Pressure 2500.0 psf Dead Load ... Short Term Increase 1.33 Live Load AXIAL LOADS Base Pedistal Height = 0.00 in Short Term Load Seismic Zone = 4 ... Ecc. Along X-X Axis Overburden Weight 0.00 psf ... Ecc. AlongY-Y Axis Live & Short Term Loads Don't Act T\ogether Concrete Weight 145.d1pcf 4.13 k 2.4 k 0.0 k 0.00 in O.OOin LEGOLAND BEGINNING 96240 TICKET TAKER TMB Date: 10/09/97 DIMENSIONS Width Along X-X Axis Length Along Y-Y Axis Thickness Column Dim. Along X-X Axis Column Dim. Along Y-Y Axis -Y-Y AXIS ROTATION FORCES X-X AXIS ROTATION FORCES- .... Pressures·@ Left/Right Moment: DL Shear: LL Short Term DL 0.0 k-ft 0.0 k-ft 20.4 k-ft 0.00 k LL = 0.00 k Short Term 1.86 k · .... Pressures @ T~p/Bot Moment: DL Shear: LL Short Term PL LL Short Term 0-.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.00 k Page: G?-j- 6.00 ft 6.00 ft 18.00 in = 18.00 in = 18.00 in ------------------,-----SUMMARY--------------------- Soil Pressure D+L Moments & Shears------ D+L+ST 1251.7 psf 3325.0 psf 23.3 in 0.0 in Max. Allowable Max Pressure Allowable Pressure 'X' Ecc. of Resultant •y• Ecc. of Resultant Service Load Pressures .... = 399A psf =. 2500.0 psf 0.0 in 0.0 in Left 'Mu/Phi Vu:1 Way Vu:2 Way Overturning Ratio = 3.0 k-ft 6.9 psi 4.2 psi 1.6 :1 Top 93.1 psi 186.2 psi 1.5 :1 DL + LL Dead+ live+ Short Term 399.4 psf 0.0 psf Left Right 399.4 psf 1251.7 psf Right 579.4 psf 17!?2.4 psf 1T26.5 psf 399.4 psf 332.2 psf Bottom 399.4 psf 332.2 psf Factored Load Pressures .... ACI Eq 9-1 ACI Eq 9-2 ACI Eq 9-3 579.4 psf 0.0 p!lf 0.0 psf ---------~-FOOTING DESIGN-~--+--.,----'----- f'c Fy Rebar CL Clear to Soil Min. Steel% = 3000 psi 60000 psi 3.5 in .. = 0.0000 'm' = Fy /(.85f'c) Vn:1 ... 2(f'c)" .5 Vn:2 .. .4(f'c)· .5 23.53· = 109.54 psi = 219.1 psi FACTORED SHEAR FORCES--'--------;--...,,...-- ACI 9-1 ACI 9-2 = 4.23 psi 3.39 psi Two-Way Shear One-Way: Vu @ Left One-Way: Vu @ Right = One-Way: Vu @· Top = One-Way: Vu @ Bottom. = 1.51 psi -1.82 psi 1 .51 psi 6:86 piii 1,5a1 psi 0.85 psi 1.51 psi 0.85psi ACI 9-3 2.18 psi -1 .17 psi 4.~1 -psi 0.55 psi 0.55 psi Vn *.Phi 186.23 psi 93. 11 psi 93.11 psi 93.11 psi 93. 11 psi FACTORED MOMENTS---------- ACI 9-1 ACI 9-2 ACI 9-3 Mu/Phi @ Left = 0.$ k-ft -0.9 k-ft -0.6 k-ft Mu/Phi @ Right = 0.8 k-ft 3.0 k-ft 1.9 k-ft · Mu/Pfif @-Top-----=---:oc-.:s·-1c-ti: ·o.5 Ht o.3 k-it Mu/Phi@ Bottom = 0.8 k-ft 0.5 k-ft 0.3 k-ft Ru . · 4.1 psi 14.2 psi 3.7 psi 3.7 psi SERVICE LOAD OVERTl,!Rf,JING ST ABILITY--,-...-,----------- Factor of Safety : Y _:: Y AXIS Factor of Safety : · X -X AXIS . V4.4D (cl 1983-96 ENEBCALC Static -None- -None- Short Term 1 .55 :1 --None- .As Req'd Top 579.4 psf 465.1 psf 299.0 psf . -0.016 in2/ft 0.055 in2/ft 0.014 in2/ft 6.014 in2/ft Bottom 579.4 psf 465.1 psf 299.0 psf GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I· I I I I I I I I I I I I SECTION F TICKET BOOTH BUILDING INDEX SUBJECT Gravity and Lateral Loads Roof Framing Stud Design Lateral Analysis Shear Walls Fouhdatic;m Design SHEET NO. F1 F2-F4 F5-F8 F9-F14 F15-F16 F17-F20 I I I I I I I I I I::/.:".) ,~:_,., I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108. Phone ·(619) 497-2118 Fax (619) 497-0429 \ v~. ~-0~ \ 5/ v P-cx::p io/ C;;>ieA-V G{~ ~lq.!1 Pt,,,'-/wooO R"tt.-Atn-U·.../&, ef-//..JSVl-A7io/...) r'fif"'6 . L. I v f;:-l-~ __ w1r00 r: ~ Ce c1 P s. T 1:a /, o(;(J,?;; )( /2,&,) ( /,,o) :. I 71 'r p~ \/=-~~ _µ). f2v..,; -... = O,f-(l,v )(rz,7s) vJ· - .8 : --0, I ?::i 8 :vJ_ 'l . -.. l,G cf;()~ JOB-----'-----_..;_ _______ _ SH.EET NO. ---~-----''-_-'-, _ OF &0 · +;,,., . I ,::;/7 CALCl.JLATED BY ----'--------=-"'"='-'-DATE -'--CJ_,• /"'--0 _1 .--'-1 __ CHECKED BY DATE _____ _ SCALE VCA:.::.-G., oo:7(;./ : 6'2-IS 0, o f'?P ;;, s /i 5 :::z I 0 ·Q._. h ::-j'f;O j!?'f>F IS?( 0,$]?) ::: S,c;; fi::-::,F -.::3;) IJSE: 12 fSF /:2,. / -t s-rvo ~ t-~"1/P, w<-fe-f'., ~ ~ /.3 0s == /2-,Lo f'~P :r'r/,o I-=---/,o - --G-~~-0:-,-:)-~------··-{ n,:;,~ Pw~ B •rl I ""'-:"_ -::",. -::_-:_:-~:-:""~ "':"", -:=-:_-:N~.., -:--, -::"~ -:~""".','"""'.=:--"-"':""N -::"., -:.-:~:""", "'~--= ---~-,.,".'"", -, -~ -= ----=---u -.., -,-~-w-,-= ---N-.,-.-c, -~ ---"'=---N-, -. -~-w-,-= -_ -~ -..,..J FRODUCT 20M~~ lr.c .• Gr~on.Mm 0147i loGtder ?HO"JE iCY_:.fREi: !·!Xl-22s-6:20 •. . ~· .. ~ :- ... I I I -- 1 I I I I I I ,-:::":_ 1: :-_-. ~ '-., .... , I I I I I I I •(", I JOB (£ b OLA-tJ};) MARTIN & DUNN, INC. f-'), Structural & Civil Engineers SHEET NO. OF 7801 Mission Center Court Suite 400 th j().l,,,"f7 SAN DIEGO, CA 92108 CALCULATED BY DATE Phone (619) 497-2118 CHl;:C~EDB_Y DATE Fax (619) 497-0429 SCALE· "Tlgc...c:t 0P01i{ : &"-2-/5 J o;s,<; bC-IA_ 11-(~= -f:?--ft.r ;20 (s)::; f#.°IJ= ()1~../d, tJ,-v iT I I 1'1:::.: 1s11# ~ 7U>t,, ft pg.. A -t?. 11P 11 l.-!';,;..,,_ ,:;,.ll 1C° I i ,.,..,.-.,,, - I !7/a>'' N I /8 ':., C,, e 4-1 () .C,... J,) I S1mPooA) JTT 351/1 $8 I n-'..;;e, ---· t--------:. • • • .. •• ? ,. ..... ' ,.., ,_,. •••• , ••••••• __ ,,. , .. , ... ······-• ,, ,. -.. : • ...... .. s -• n • • • • • -N n • • • ~ • -• n ~ • • • • -•'• • • ~ • • -• R • • • • • -N n • ~ • • m -N n • • • • • -w n "j PRODUCT 207-1 .'Nifij§ lint, Grntor., Ma~. 01~71, To Oroer PriON~ i~~L :~==~·_&:r.-_22s-tss_· 0---r-~j I !~mf:!s~~~~~ · TJBEAMD 1001 10/6/97 2:14·10'PM Roof Joists 11.875" TJl®/35C JOIST@ 12.0" o/c f3 Page 1 of 1 Build Code: 041 I THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I I I I I I Member Slope: 0 Ro.of Slope: Cl I * * ~ [11 .. @ I I -11' Alt dimenl?ions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for JOiST MEMBER Supporting ROOF Application. Loads(psf): 60 Live at 125% duration, 42 Dead; and: TYPE CLASS LIVE DEAD LOCATION APPUCATION COMMENT Point(lbs.) Roof (1.25) O ,50 4' 6" Adds to Point(lbs.) Roof (1.25) b 50 \ 6' 6" Adds to I \ SUPPORTS: 1 Glulam, HT 2 Glulam, HT INPUT WIDTH 3.50" 3.50" BEARING, LENGTH Hanger Hanger JUSTIFICATION Left Face Right.Face REACTIONS(lbs.) LIVE/ DEAD/ TOTAL 330 / 281 / 611· 330 / 281 / 611 HANGERS: SIMPSON STRONG-TIE CONNECTORS® REVERSE T.F. T:F. MODEL SLOPE SKEW FLANGES OFFSET SLOPE Left Top ITT3511:88 Q No N/A No 6 Right , Top ITT3511.88 0 No NIA -No 0 DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 581 581 2406 Passed(24%) Reaction(lb) · 581 581 1569 Passed(37%) Moment(ft-lb) 1594 ~594 7206 Passed(42%) DETAIL OTHER NAILING FAGE TOP 2-N10 4-N10 2-N10 4-N1Ci MEMBER 2-N10 2-N10 I Live Defl.(in) 0.050 0.347 Passed(U999+) -/~) Total Defl.(in) 0.098 0.521 Passed(U999+) \j_) -Deflection Criteria: STANDARD(LL:U360, TL:L/240). LT. end Span 1 under Roof loa"ding Bearing 1 under Roof loading MID-Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading I I I I I I I ADDITIONAL NOTES: -IMPORTANT! The analysis presented 'is output from software developed by Trus Joist MacMillan(!' J M). T JM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific productapplication, input design loads, and stated dimensions have beeri provided by the software user. This output has not been reviewed.by.a TJM Associate. -Not all products are readily available. Check with your supplier or T JM technical representative for pr9diJct· availability. -THIS ANALYSIS FORTRUS JOISTMacMILLAl'-f PRODUCTS ONLY! PRODUCTSUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design, methodology was used for Building Code U BC analyzing the T JM ·Custom· product llsted above. -Bracing(Lu): Allcorripressjon edges (top and bottom).must'be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PROJECT INFORMATION Legoland __ :.___ __ _ 960240 OPERATOR INFORMATION: ---Martin & Dunn,Jnc. - Tracie Bockhorst Beginning West Complex 7801 Mission CeriterCourt, Suite 400 _____________________ --·-SanOiego,C!\92108 619-497-2118 619-497-0429 ,.: -;; :.:;ightQ 1997 by Trus Joist MacMillan, a limlted partnership, Boise, Idaho, USA. 10.SON STRONG-TIE CONNECTORS®_ls a register~-tradema_rk of:SIM.PSON STRONG-TIE COMPANY: IN<;:. T J-Beam™ is a trademark of Trus Joist MacMillan. TJI® Is a registered trademark cifTrus Joist MacMillan. I I ~~m1::?.~~~I. Supplemental Report for 1-1.875" TJl®/35C JOIST@ 12.0" o/c I I I I I I I I TJBEAMD 1001 10/6/97 2:14·10 PM Page 1 of 1 Membe.r IT!formation: Roof Jcists -Jject Information: ":>land .,:,2,0 ;eginning ·west Complex !~ax. Reaction Total(lb) Live(lb) Max. Unbraced Length(in) Roof loading on all members, Shear(lb) Rsaction(lb) Moment(fi:-lb} Live Dsfl. (in) Total Defl. (in) Dead load, LDF = 0.90 Shear(lb) Reaction(lb) Moment(ft-lb) 10'-5.00" 611 330 32 LDF = 1.25 581 611 1594 0.050 0.098 \ -:581 I 269 -269 611 330 611 281 281 780 Oce=~tor Infoi,nation: M~;::i:-z ~ Dunn, Inc. Tr.,:~e Bockhor~t 7'6C: ).!ission Center Court, Suite 400 Sac :ifgo, CA 92108 ns-~~21-2118 61~-; n-0429 l .· .. ·::1 • •• • .,! . ·.•. ·! I I I I I I I :.: ... Copyright© 1997 by Trus Joist MacMillan, a limit~d partnership, B9ise, ~daho, USA. TJI® is a registered trademark of Trus Joist MacMillan. TJ-Beam~ is a trademark of Tius Joist MacMillan. SIMPSON STRONG-TIE CONNECTORS® is a registered trademark of SIMPSON STRONG-TIE COMPANY; INC. I I I I I I I I I I r.?J I I I I I I I "-•::._: MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (61:9). 497-2118 Fax (619.) 497-0429 JOB ________ ___,LE"'-=-'('-,p-"--()-'-'l,,,A1--'A""-'".)_P ______ _ SHEET NO. -------'-P_·-'-6 __ OF------ CALCULATED BY -------'-'rJ:)=-/ _ DATE ____ / CJ_! _, (p_,_q_7 __ CHECKED BY--------DATE------ SCALE _1:....:.f_C-f.;_;,c_..;;;..G_,_T---"'b_tl7-=Ci'--'17"---'-,'"--.1 _:-=f3;..;:;.2-_/-;::,.:c..."'------- P:::.. /. t:J(p(l,,,.)(12., ""') t 1,c) \-=-!&,o /7>? I :G,71,J 0 pf..Oee@= Tf r:E:S '1f? m:JS ~-i;' _.-,., ,.., . 1 ?,>' -== C), ,;:,&7 /fl;; ' ,, 0--fC, (;,? ~) -: --2/; 3 f c..F U _ /, 0(10)( 1z.,)== 7B ry.. J.5'?1. ~ -::. Z> ?:> /::-'lJ'i' ~ FA,:::, -= ;:2-I, 'P ;q, i tr 1 ) ~I J, . Iy. :;; 0,7~7 ;,.; f (2.y. ::/,S5/ /;,,. P..-y-??, -ts f-h. .: f=a.. 5 -r ~ (1~0 _· a o~)3 __ , r <-y. = I 2.7r1-( z.100(;;,) '2~(78) ~ = 'Z. tr, s-/l--'-r? 7 ~ C/3?.-) 8(.r:;~-:, -:::a: J/17 }?'n' A. PL..+u_ p =-.Jo '.=I. ft -:: t.dP = 30==:, v#y e =-4-+ '::,, S = '=>, 5, II ~ · ,::2. /4rvP :2-- f-1e.. = 3o$(0 = /'fD #1 /¼_ = t).~oS e:.-0, ~7/c-s,7 12 o,;1s -f'h -= P. I 4o ( 1z.-) -c 4. 7 Jc+i ·p,.?;b1 -----,-·-------- . -. :0/77 __ r--·--c--4<) . .::;.. .... ?), ~() ,/.pf:; t,I(.. -........ : ... Jl·.J ............. ~.L:~-----·-· ... ........... ....... . ........... _ .. •f' I ----~-M-.-"---~-,--~---N_M_<_~-~-,~~------.N-c.---~--'~.....,...,.,~-d--~N-~---.-~~d-,~~---N-M-<-~-d-,-=---~----<-"-,-d-,-:---N-C,-<-~-~---:---N-~~ PROOUCi2vi•t1 /\~Jlr;:, Groton.!his~ Oi.:71 icCroer PHONEiOLL FREE t-S3:~22!·€3Ul I I I I I I I I I 1,:-~- :~· .. :~~:·: I I I I I I I . : .... I (."_:";:_, I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO,· CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 I-. uL.. .. t.? \. ,--:::, • ...ct.--=::...;•c_' _..:..::....,__!11"='0:...0,;-_ -- \ f '= ?-.~0 I fc, :/I> / '=>T()O -;;-= - JOB _____ _...;I.R"::...::::....=.{;;,..::.O..=l-,A./,!......!...!...:::::l.JO:'..!,::;... ______ ___, SHEET NO. _ _...:..;.__ ___ ____;;:/-=-G:>::::.....__ OF _____ _ CALCULATED BY ______ ..J_v_b_ DATE-'-/ 0._,_&_r-'-1-'--7 __ Cl-(ECl<ED BY _________ DATE _____ _ --1·1,,. 1/,,{;-...,... :t....s."'r1;;J. •. r.. ., I,...... SCALE ~----'--._...-',,,_-'---'-I_'_-'_.....:.._':....' _:....e,1?:::...-::.._· !...-''::,:::::._ _____ _ l-I z,:;_:,,.;, -= IO < f'--)/ ~ bo --&, 3~" (rt'tAJ,L .1. k.,M"),O) e..: 5, -5-fo,:;,-= s( B 11 u~:. n•• • ••••· ••••iF•.,., ••••-•• • ,,. -<• •• -,, :· P~ODUCJ ~7=i, ~/Inc Gro:~r. Mass 01471 lo Order PHO~E WL-fREt. 1·SO".i-225-63SO ---- ·1 ·-,. ,· .• .. :;.._.;. ~:; .. ~-...}~.:-;;4:iD§:•13,..,.-:~:n? ,.z,,,;,!i;'rf..3A;,,_t,\,;..,;;:t;;;:.;~~.,,·1-~.,..,.,: ... ~.--::"'.,,,:;.::.,~$i"·.:~.~1;_;;.::..~---:..::.W..;I,,~...._.\...:i...;.'.,..;..on~~~ .. i.".z..,: .. ,.-:...:..~-__..~::-.~~.;a.~:;;:;..;.~~ .. -:--~~-;..:......_...;c-.,~~-:..-..r..:~.<t.;;.;;~,:..;w.:,..,,;,.;,.;.~~.;~~-~-.;.....tl!.-•·· ::....:..---i:--c~ I - p,,Lc;,iri A7-)ep ~ tlJc-"Tlr{-~ ys7er,1 S / / C-{b,,::; --if 17 It:, -F I r.....-f' p!-A, L-, I CJ 15 I TABLE 1: STRUctURALPROPERTIES OF STUDS, JOISTS, AND TRACK (CONTINUED) ,c;-1 I I I I MEMBER MINIMUM DESIGNATION DESIGN I TiiJOO-.'ESS (inches) I 20HDS15S 0.03~ 20HDS"..50 0.03~ 20HDS350 0.03~ I -~·:JI'.._ 20HDS35S , 0.0346 '.:: \"-);OHDS400 0.0346 .... ~;_;·;/ :WHDS.550 0.03~ I 20HDS600 0.0346 lSHDS250 0.0451 l6HDS3SO 0.0451 l8HDS358 0.0451 l8HDS400 0.0451 l8HDS.550 • 0.0451 I l8HDS600 · ,., · ,. "·-·· 0.0451 lSHDSSOO 0.0451 l6HDSlSO 0.0566 I 16HDS350 0.0566 16HDS358 0.0566, 16HDS400 0.0566 I 16HDS550 0.0566 16HDS600.,,,.-s--~~-"-' 0.0566 16HDS&OO 0.0566 I --16HDSJOOO-· ··-0.0566' 14HDS:s0 0.0713 I .. _l4HDS350 --· . ----0.0713 14HDS355 0.0713 14HDS400 0.0713 :()>4HDS550 0.0713 14HDS600-.,, w.r.a,,.. 0.0713. 14HDS800 0.0713 14HDS1000 0.0713 -----~,~ 20, 18, 16, and 14 "HDS" Punched C-Stud .325" for 20 GAUGE -J· 1--.433" for 18 & 16 GAUGE I .461'' for l4 GAUGE 1.250" .093" inside radius Pun·cbed hole: 3/1," for 1-5/8" and 2-1/2" 'l<eb depth and 1-112· for 3-1 /2" and larger web deplh. WEIGHT (lbo/f1) 0.523 0.625 0.743 0.758 0.802 0.976 1.037 O.MQ' -0.994 1.013 ,1.070• 1.300, ...•. , p76 1,663 1.044 1.236 1.260 1.332 1.621 ,,;,.,,,. 1.717 :2.101 .. -:uM 1.311 1.554· 1.564 l,6iS 2,03S ,.,,;,,-,::,:2.159 2.643 3,127 \ 'Web Depth O.D.---, :1 \ GROSS SECTl01' PROPERTIES nu Ixx Rx I~ I (in ... 2\' '1in ... 4\ (in\ rm ... 4) 0.154 0.059· 0.671 0.033 0.1&1 O.lU 1.004 0.039 0.219 0.406 1.362 0-~ 0-123 0.Ul 1.405 o.~ 0.236 o.s~ 1.534 0.045 ·0.288 1.191, 2.034 0.049 0.305 l.472 2.196 .0,050 0.247 0.245 0.994 0.055 0.293 0.538, i.351 O.C'62 --6.298 0.555 1.401 o._063 . ·--~ 0:,15 0.739 l'.531 0.005 0.383 1.587 2.036 0.071 ·-· 0.405 -.,,._U,62 .. , •. 2.200 0.073 ·El'FECTIVE SECTION PROPERTIES Ry Ixx Sx nea (in\ (in "4) (ui ... 3\, (in ... 2\ 0.465 0.059 0.063 0.151 0.460 0,IU 0,144 0.181 0.446 0.406 0.225 0.215 0.4-14 0,441 0.236 0.220 0.438 0.556 9.270 0.233 0,414 1,191 0.,21 0.26~ 0.406 . l.472 QA7S 0.302 0.473 o.:45 0.196 0.247 6.461 0.538 0.308 0.293 0.459 0.585 0.323 0.298 0.454 0.73,9 0.369 0.315 0.43! 1.587 0.577 0.383 0.423· •. 1.~2 ,,., ~-654 .. 0,405 b 0.496 3;996 2.640 0.076 , 0.396 3.99:6 0-~-0.496 •' ·0.307 0.301 0.989, 0.067 0.468 :0.301 0.240. 0.307 0.364-0.664· 1.350 0.076 0.456 0.664 0.379 0.364 0.371 0.721 1.394 0.076 0,454. 0,721 0.395 0.371 0.392 0.912 · 1.525 0.079 0.44! 0.912 0.456 0.392 _0.477 1.965 2.029 0.066 0.425 1.965 0.714 0.477 =· Q~(!6 :,-,,,2,~30 :,.c,c2.l92 .,. o.oss . ., 0,418 ,,,.. 2.430 ., ... 0~10 ,,._0.506, 0,619, 4,959: 2.S31 0.09-1 0.390 , 4,959 1.240' 0.619 0.732 -8.726 3.453 0.098 0.366 6.726 1,400 0,667 0.386 0.371 0.9!0 0.053 0.465 0.371 0.297 0.386 0.4$7 0.S24 1.342 0.094 ·,0,45j-0.824 0.471 0.457 0.466 0.S96 I.3M 0.095 0.451 0.896 o.,94 0.466 0.493 1.134· 1.517 0.09S o;,46 1,134 0.567 0.493 0.6QO 2,452 ·2.022 0,107 0.423 2,452 0.S92 0.600 ""'-"' 0.636 ,w.3~0 m-::-2,lM. l">' 0.110 -~7. 0.41~ _,,, 3.0~6 i;..-):;.~P •,t,:c~.636 o.77a. 6:ZOS 2.S24 0.117 0.36a 6.20S 1.552 0.775 0.921 10,936 3.4"6. C/,123 • Q.365 10,936 2,168 0.921 1715-P TORSIONAL SECTION MOMEl\'T PROPERTIES CAPACITY Ma Xo J Cw (in-Ibo) /in) /in ... 4) (in ... 6) 16-40 --1.1&4 6.l4CE-05 0.0:3 U,46 -1.022 7.349E-OS O.Q54 4442 -0.902 S.729E-05 0.109 4658 -0.&89 8.90:lE-05 0.118 5327 -O.S53 9A2CE-05 0,147 8326 -0.?:;6 l.l49E-04 0.301 9440 -0.704 l,21SE-04 0.367 3866 -1.091 l.67SE-04 0.085 6079 -0.963 l.9&1E-04 0.167 6377 -0.950 2.0!:lE-04 :.o.1so 7298 -0.912 2.137E-04 0.22_1_ ll405 -0.768 2.595E-04 0.444 12923 -0.754 2.748E-04 0.539 197.o:J -0.646 ,3.36'E-04 1,030 7200 -l.079 3.283E-04 0.102 ll357 -0.952 3.SS7E-04 0.201 ll917 -0.938 3.963E-04 0.217 13651 -0.900 4.lSIIE-04 0.267 21319 -0.777 5.096E-04 0.536 24252 -0.744 S.398E-04 0.653 3712) -0.637 6.607E-04 l.251 41930 -0.558 7.SllSE-04 2.076 688-4 -1.0&4 6.S44E-Q.I 0.130 . l-'OS9 -0.956 7.7521::-04 0.253 14Sa2 -0.942 7.903E-Q.I 0.272 16979 -0.903 5.356£-04 0.336 266!15 -0.779 1.0l7E-03 0.673 302!1S -0.746 1.077£-03 · 0.818 "6471 -0.63& 1.319£-03 1.565 65-'91 -0.559 1.561.E-03 2.596 Ro /in) 1.422 1.50S 1.693 1.721 1.809 2.202 2.342 1.550 1.726 1.753 '1.8~_!)_ 2.226 2.364 2.939 1.536 1.714 1.741 l.!26 2.214 2.353 2.928 3.517 1.534 J.709 1.736 U21 2.205 2.3"6 2.921 3.510 B 0.330 0.539 Q.716 0.733 0.778 o.sss o:910· 0.505 0.669 0.707' 0.754 0.875 0.898 0.952 0.507 0.691 0.709 0.757 O.S77 0.900· 0,953 0.975 0.500 0.6S7 . 0.105 0;154 0.S75 OJ599· 0.952 -.D.975 I I I I I I I I I l ;:_; .. :i \.-. .:,::r I I I I I I I ,c I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO; QA 92108 JOB---'----=/,,G=-=b:....:O::....::;l-A-ti-...>...:..eo:::::..:0=--------- SHEET NO. -------'-F_B>-'-. --OF------ CALCULATED BY ~------'----=;_,.c....b-'--. _ DATE __._/,-"--0_,(.?_, a.;_I 7=---- Phone (619) 497-2118 Fax (619) 497-0429 CHECkED BY-----------'--DATE _____ _ -fl_~GA2-(! · ~v v7..Lf t,,~.,,(_ ;. , + r..JC>I:>,. fl..c'A".Jfi(:),0 .· ~\::;=It J. .J; 1----C-.o 10 $ t-0 e72-;j.,:.:, A:-:t.,?'5 ; ,.,..~> P i-$T/Zt.6v7ETCJ .· ,,,., '> I T :, i e,..,..;r...;~ ~...,. (C,~G:J { l>~Sib,.J pP---fL-W:?1t..s.T -~~) HJc,1.,;.·t(dir?) ·-= S"o( 4/;;:) ... ~s-7/-1 /4,o;::.7 fo~. C,..OtJVY--1 To (l.)JpvF wtJ V b-{Z,j" /C' f'?F ,ii,s -= /~,{?.. ,"l, l ,,_,,_ ... ,,_, ______ ,_ __ --• • ·•-••--~-" • --·-M -• • • ! . J • A .JJ..I n-=-~ 70...,.... .., !P/o 'P!ST ~A-Ct {;rt'Jt;--µJ .s . . . -·. I I I I I I I I I 1/.C:'.,1 \: !;_:-· .. 1+ I I I I I I .. · .. I~-\;~ I W/UO MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 ·Phone {619) 497-2118 Fax {619) 497-0429 --,.... JOB -----'----::....:.~~·:..:::t?:...:l-A-;~f.:.::::U:.J::.rJ~------ SHEET NO. ----'-------!.l__.:.q _____ OF----'---- CALCULATED BY...,... ______ ./-...::..L,h_ DATE /0 • l:? '1 7 CHECKED BY--------DATE ----- SCALE _7}'--!, C,/:_.,__~=f~P'-, _V_:rr~fl--'-1 : _._' ::...8.:._J-.!_/ S=:__ ____ ;..___ '-----"----..a,-------'·--,~) P ~ n, 1/?F 17,-4-( ~ + 0 (~. &,) = ~?-0 *' 17,+ ( S,<$)( //, t,,):::: J II o # I • 1 •• ' ' . :. . -· .. ·! . ' f:.oop /4-( B, (p )(I/. ri) = I 1-vo # !E'/1,,,)t-JAu ~ /.2. (G, 5)( z)(B, b)= II 1t;+ f-Jj,s,wAv ... c.::. f;..(~.s)(µ)(/1, b) : /sBo# Vt0/5 = tJ.fo!P(/4-oo -t IL4o) =-352:,+ V~JJ O Ott~l_t~ t-/::S~= foo 1F PRODUCT 207-1, ~;·inc. Gro!::i, Mass 01471. To Ordf1 ?liONE. TOi..!. FF.EE i·SD:i-:225-6jS0 ' .• i'. I, t\ t , .. .I I I I I I I I I I -, .::--:_-.._:_ ·:_:~? I I , I I - I .. I - I : ....... -- 1 :.\:·., ~ ' I MARTIN & DUNN, INC. Structural & Civil Engin~ers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 C /Uo_,,,j~_B_.~_i __ J_ .! JOB~---------=l,e.-"'_,"""w __ o'--c:.._A_.-'-'tv~C> ______ _ SHEET NO. i=-/0 OF _____ _ CALCULATED BY +h DATE___.I--O_,_C:?_,?; ...... r'-7 __ CHECKED BY-. ------'-------DATE-~---- J I c;,P-X IA7A-O .. I! n; :ft < !Yi s#-m ,:;,7 A u · (, P hf Pi.,,,! e-s) c:;pr...-tce #1fJ f.,,f?r.;?~ t.,,J I · -61 (YI fi.st,,u I fY2 4,. t A '2-/ I sf~ +~-;.. ~ . -::-if-ft:i>J. JJT{.Gf!-.!1Jc.A'L 3.'5(1, is) ' I I W(.)b~ ~I,(.,. /!lo# 8, c,' _ _IZ&j p r.;F ~ 1,./5 fLF-{ C-r;Sc ~ 3(4,)1 Ttf Ce-f '-'-/_1r,J/.)1 t;;. 7rtt,7-:,l, I r VAJ!bUC-0 1 I vd <f c'P1t>C-- HJ-,~ ~ II I ~_{.)t, tR) _ I 2· Ft;-;: j. 7si,-tF- D / ftPH-12-~rn D~T!o;,J 4 : ~~,./ ~l-r:.P/. ~h Sh~ rl-e...fl -, , rw:,.,.,.l s l-? z.;-_ 'i _ LT 6-= 1ol?CO /71 (5T/Vq-, L) "i : ( Pt-12-M /-p-,.,'' "Pv-f ,,,.>D) -vs --r -i ' ., I I -~ I J I I I I I I I~~, ·.· \ -,' ·.,, • • • • "; I ,_:;:· . .:·' I I I I I I I :Ji) 1·:-:-:·:·: I I A--11 /\ r,,,-, rll STRUC'iit!.!l~AL DBSSDGN SXAff>-l'!fP!.5 P /A. Jtil E .il. D D A Fi> H IR A G Iii S 3 ---0 P 15 N fE NI D !B U fl E. D II N G S \ i _.,... STi.=UJCTU-Rti.ll. WOOD f?ffiH'•./lfl:i' .. rt:UA~~:lrr:?AGM DlESIGN !EXAh1.l?l!.li: -OIPEN Ef.'>H~ BUB.fl:HNG w (psf) I ! t PANEL ROOF DIAPHRAGM r b l SHEAR WALLS OPEN END {v = 0) Note: See 1991 UBC Sec. 2513(0) for I. . . L d L 1m1totions on on b . I~ t T h i ......,.-..-,--,---,--.-.....--.---.---.--.--..--, ........ -I (OPEN) I 777 7 777 777777 w (psf) t I I + I.I It I I I l _____ .+.a,-_ _.__ Vmo T X t t ~ Vmox v=O t xt -l Vmo T --+---......,+'-----~_...~ . wL(h/2) Vmax = b lb/ft (plO Notes: . -·---· -------·--·-----~ a) Vmax is constant along end shear wall. b) Along sidewalls, shear varies linearly from 0 at open end to Vmax at end shear ~all. c) Diaphragm chords are not restrained from bending, so chord forces are 0. Therefore, chord does not:have to ·be .continuous (spliced); however, a continuous member along the wall- roof intersection is recommended as good engineering practice. A drag strut (chord) is necessary lf there are any opening in the side walls. · I I . "':--... I w (psf) i I I l ...Li.. I T m,' ·I b I 1 \ -I _.,,.-v OPEN : \ f-x -i END (v = 0) I I I I ..... -, ./\) -·.· I I I I I I I -··· -----··---,---- @ I m I ~ Proof of Note c: :Em= 0 Assume clockwise moments are positive. .--:Vavg---, [ wx (h/2) · ] .(h)(x) . +o mx == (w)(x) 2 2 -'· --b ___ _ 2 therefore, Fe = ft = 0 Fl?- (x)(b) = 0 d) Panel diaphragm nailing to chords, and chord (top plate) connection to panel shear wall, must be adequate to transfer ·diaphragm shear loads calculated above. a) A (bending deflection) = 0 (see Note c above). b) Ac (chord splice slip) = 0 (see Note c above). c) A5 (shear deflecti9n 1 panel diaphragm): A Il1 LJ.5 = --(max at end-shear wa11) Gbt . l mmax = (w) (L) (E.) (1-)-= w L 2 h 2 2 4 (w) (L) (h/2) · wLh (vmax) (2b) Vmax = -----= ---, and w = ---- b ~ Lh d) An (shear.deflection -naHslip) e' n == total elongation of (~ming (due to nail slip), measured along panel diagonal = 2.68 en Note: See Table'i5-9-K in 1991 UBC Standard 25-9, and Paragraph 11.B ofICBO Research Repon No. 1952 for en values. eg = . elonga\ion of panel (due to shear stress in panel), measured . 0.8v1 t1 0.4v1 L1 along panel cjiagonal = ---= --.- 2G G U- - ,#7 I I ,..,_ "\ .. ·J I _I I I I \ \ I I I l~J?:t, ,.·: .-) ~~ ... I I I I I I I 1CD ~:: I ,, Cvmax) (b) Vmax '°l (p1mel shear stress when shear/ft = v) = ----= -- 12bt 12t L1 (panel diagonal length)= 107.33" for 48" x 96" panel. combining_terms, wLh (2·./58 en) ( 2b · )EL) (l 2t) (G) An= · = 0.375 Len C2Gt) (0.4) (w.Lh) (107.33) 2b a) A5w (side wall deflection). Calculate using shear wall deflection formula with v = ''max 2 Note: See Section 25.923 in 1991 UBC Standard 25-9 for shear wall deflection formula. ---j r--Asw r SHEAR LOAD -APPL:ED TO SIDE WALLS . . ~ ~ ~ --_,_ . r b OPEN END 11-1----~-L-~--I b) Aew (end wall deflection). Cakulate·-using shear wall deflection formula with v = "max 4} 1'-0T.ii\:!. tl.'>?a~ii,.aC'fiCitlll Oii= tEH..Hl!.:OU>i!G (ci ~e:,:r.-:ie;r $i) _.--. O ...... Asw = 2Asw b b 2 Diaphragm rotati9n dui; to side wall shear deflection: 2AswL A, (at Comer A) =; 0L = --.-, . . b Total AA= CvmaxH-. 0375Len + + 2Gt . SHEAR NAIL SUP DEFLECTION ------·-···---------~------ 2A5wL Aew + b ROTATION END SHEAR WAU. L.ATI:RAL TRANSl.'JION m. I I I I I I I I I I ,.-::-~ ·~ :·::: ~' I I I 1 _ - I I I .. I\\: I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax {619) 497-0429 (~A .. iT) / I ~.l, ,.,. 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I I I I I I I I I I I I I I I z f- a: <( ~ cj z z Z MARTIN & DUNN, INC. ::J Structural & Civil Eng.ineers 0 7801 Mission Center Ct., #400 San -Diego, CA 92108 Phone [619] 497-2118 Fax [619] 497-0429 STRUCTURAL CALCULATIONS FOR Legoland Carlsbad (M&D PROjECT NO. 960240.00) Beg.innin-g Cluster (FGMP ·Package) Volume 1 Sec\ions A -B Architect of Record: Hellmuth, Obata & Kassabaum For B.uilding Department Plan Check Submittal October 17, 1997 I I INDEX I I SUBJECT SECTION I I GENERAL PARKWIDE STRUCTURES A WEST COMPLEX ·B I I EAST COMPLEX C I FIRST AID/LOST CHILDREN BUILDING D TICKET TAKERS FACILITY E I TICKET BOOTH BUILDING F I I I I. I I I I I BEGINNING I I I I I I I I I I I I I I I I I I I- I SECTION A GENERAL PARKWIDE STUCTURES SUBJECT STEEL STUD BEARING WALLS: Material Data Typical Exterior Studs Typical Interior Studs Headers at Openings Jambs at Openings Roof Ledgers INDEX TYPICAL SHEAR WALL SCHEDULE CMU SCREEN WALL STUD SCREEN WALL CONCRETE RETAINING WALLS FENCE POST FOUNDATIONS STEEL SLEEVE BASE FOR WOOD FLAGPOLES SHEET NO. A1~A9 A10-A13 A14 A15-A16 A17-A18 A19-A21 A22 A23-A25 A26-A28 A29-A42 A43-A44 A45-A46 I I I I I C/1 C ca I ii: C/1 :, 0 > QI .. a. I C ia -QI a: . I I I ·./h.:1 . . ; ·-::..:.~· I I I I I I I --~--t'. 129 I A\ OF-4~ ICBO Evaluation Service, Inc. 5360 WORKMAN MILL ROAD • WHITTIER, CALIFORNIA 90601-2299 A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Copyright © 1996 ICBC Evaluation Service, Inc. Filing Category: DESIGN-Steel (038) STEEL STUD PARTITION AND JOIST SYSTEMS ANGELES METAL SYSTEMS 4817 EAST SHEILA STREET LOS ANGELES, CALIFORNIA 90040 I. Subject: Steel Stud Partition and Joist Systems. II. Description: A. General: The steei.studs and joists are punched and roll for med in various depths, with the following minimum base metal thicknesses used in design: Member Type and/or Gage No.26 No.25 No.24 No.22 No.20 No. 18 No. :16 No.14 No. 12 No. 10 IY!inimum Design Thickness (inches) (mm) 0.0172 0.4369 0.0188 0:4775 0.0219 0;5563 0.0283 0.7188 0.0346 0.8788 0.0451 1.1455 0.0566 1.4376 0.0713 1.8110 0.1017 2.5832 0.1285 3.2639 Steel sections are formed from steet having a minimum.33,000 psi (228 MPa) yield point (ASTM A 653 Grade 33 orASTM A570-79 Grade 33) for thicknesses of 0.0172·inc~ (0.4369 mm) through 0.0451 inch (1.1455 mm) (No. 18 gage) and minimum 50,000 psi (345 MPa) yield·point (ASTM A 653 Grade 50 or ASTM A 570-79 Grade 50) for thicknesses of 0.0566 inch (1.4376 mm) (No. 16 gage) through 0.1285 inch (3.2639 mm) (No. 10 gage). Galvanized coating complies with ASTM A 525-79. Section des- ignations, properties and dimensions, including web punchout dimen- sions and spacing are set forth in Figure 2, page 2 and Table 1, pages 3 through 11 of the accompanying booklet, datedApril, .1995. Member des- ignation includes gage number, member type and web,depth, as noted in Figure. 1 of this report. Maximum web crippling and concentrated loads are noted in Table 9. B. Nonbearing Partition Heights EC, S~. HOS, XI-ID, XXHD and S Series: Allowable nonllearing p~rtition ·heights using EC, SS, HOS, XHD, XXHD and S steel stud section properties only, are noted in Table 2 for flex- ible finish and Tables 3 and 4 for brittle finishes. Continuous lateral sup- port must be·provided for both stud flanges with wall covering or bracing complying with Chapter 22, Division V, and minimum attachments in accordance with the code. See Detail Sheet 2. C. Axial Load-bearing Wall Studs HOS, XHD and XXHD Series:Allow- able axial loads and allowable combined axial and wind loads for various heights and spacings based on mechanical bracing at-various spacings on center and sheathing on both sides for lateral stability in accordance with Chapter 22, Division V, (CS) of the code are noted in Table 5. Allowable axial loads and allowable combined axial and wind loads based on minimllin 3/a·inch-(9.s-mm} gypsum board attached to both sides ii) accordance with Chapter 12, Division V, (D4.3) are noted in Table 6. Report No. 171 SP Reissued May 1, 1996 D. Joists XHD, 1-!DJ, FJ and XFJ Series: Allowable span lengths for simple-span joists having various spacings, dead and live loading condi- tions are set forth in Tables 7 and 8. Span lengths are based on flexure or deflection criteria. Continuous lateral support must be provided for the compression joist flange with sheathing or bracing complying with U.B.C; Chapter 22, Division V, and minimum attachment in accordance with the code. E. Fire-resistive Construction: Studs, track and joist sections may be used in,fire-resistive construction where generically indicated in Table 7-B of the Uniform:Building Code or in generic assemblies in the Fire Resis- tance Desjgn Manual, 13th edition, as published by the Gypsum Associa- tion. Stud. types, minimum depth and steel thickness shall be consistent with those described therein. F. Tables and Details: The booklet entitled "Angeles Metal Systems," dated April, 1995, is distributedwith this report. The following tables and detail sheets are part of this report: Table Items Page No. 1 Stryctural Properties of Studs, Joists 3 and Track. 2 Allowable Nonbearing Partition Heights, 12 In Feet, with Flexible Finish ,(U120). 3 Allowable Nonbearing Partition Heights, 16 in Feet, with Brittle Finish (U240). 4 Allow~ble Nonbearing Partition Heights, 20 in Feet, with Brittle Finish (U360). 5 Allowable Axial Load Bearing Studs 24 6 Allowable Axial Load Bearing Studs with 42 Minimum %-inch (9.5 mm) Gypsum Board 7 Allowable .Span Lengths (Feet) for Pur-44 lins and Joists, Simple Span, (for Total Load) Based on Flexure. 8 Allowable Spans (Feet) for Purlins and 46 Joists, Simple Span, (for Live Load) Based on Deflection 9 Allowable Concentrated Loads (Single 49 Member) Detail Sheet 1 2 Items Covered Web Stiffeners for Studs and Joists Lateral Bracing Details Page No. 52 52 G. Identification: Each stud, Joist and track is identified with the manufacturer's name (AMS), ICBO ES Report N.o. 1715, minimum base metal thickness and 50 ksi (345 MPa) yield strength, if greater than 33 ksi (228 MPa), stamped onto the web section at 24 inches (610 mm) on center. > Ill. Evidence Submitted: Descriptive details, allowable,spans and cal- culations in accordance with Acceptance Criteria for Steel Studs, Joists . and Tracks dated January 1994. Evaluation reports of JCBO Evaluation Service, I11c., are issued ~o/ely to provide information to Class A members of ICBO, utiliz:.i11g tlie code upon which the report is based. Evaluation reports are not to be construedas representing aesthetics or any other attributes not specifically addressed nor as an endorsement or recommen- datio11 for use of the subject report. · This report is based upon independent tests or other technical data submitted by the applicant. The JCBO Evaluation Service, Inc., tech11ical staff has reviewed the test results and/or other data, but !/oes not possess test facilities to make an i11dependent verification. There is no warranty by JCBO Evaluation Sen•ice, Inc., express or implied, as to any "Findi11g" or other matter in the report oras to any prod11ct covered by_the report, This disclaimer includes, but is not limited to, merchantability. Page 1 of2 ====-'----·----·-... I I I I I I I I l .. <::--1 ((_:;/.--> -~j I WAFER HEAD For metal to metal framing connections when drywall, plywood and other similar wall materials are ui;ed on metal stt,Jds and joists, Metal thickness -25, 22 and 20 gauge. BUGLE HEAD For drywall attachment to metal studs .and joist. Also used for attaching cabinets through gypsum board and insulation board. Metal thickness -25,22 and 20 gauge. ...-··· HEX HEAD-SELf DRILLING WITH NEOPRENE WASHER For fastening .sheet metal to metal. studs, joists and-purlins where water tight seal is necessary. Metal thickness -20, 18, 16 and 14 gauge. BUGLE HEAD-SELF DRILLING For drywall attachment to metal studs and joists. Also used for attaching cabinets throtJgh gypsum board and insulation board. Metal thickness -20, 18, 16 and 14 gauge. WAFER HEAD-SELF DRILLING For metal tometarframing connections when drywall, plywood and other similar wall materials are usecj on metal studs and.joists. Metal thickness -20, 18, 16 and 14 gauge. HEX HEAD-SELF DRILLING For attaching steel deck, backup plates, door frames, lathers channel to metal framing and structural connections. Metal thickness -20, 18, 16 and 14 gauge. I .SUGGESTED DESIGN LOADS FOR SCREW CONNECTIONS (pounds) SCREW SiZE I ·- Steel No. 12-14 No. 10-16 No. 8-18 No. 6-S12 Gauge (T,.153•) (T•.125 •. ) (T•.125") (T•.106") Thickness I TYPE OF LOADING Hin Shear Pullout Hin She&r Pullout Hin Shear Pullout Hin 'She1r Pullout Edge or Edge or Edge or £dge or Dist BearJng Dist Bearing Dist Bearl_ng Dist Bearing I 25 -. . . . 33 137 37 .. ,: '5 .c g u 52 22 u . . 202 ·99 " 194" 73 .: 186 " 20 256 114 1H N ~ .. N N 257 ..... 260 95 230 85 ..... ::: ---l8 453r 184 415· 175 342 -153 262 136 I 16 ] 540 252 ,: 506 238 '5 362 203 ,: 320 183 u g " .:: 14 657 354 .. 517 335 .. 405 306 . 292· ., ~ ;; . ..... ..... 12 M 662 544 . 447 -383 . 350 ,_ Hin. Spacing of screws 9/16 Inch 1/2. Inch 3/8 Inch 5/16 inch c. to c! I !i ... <\-:::-:) . . I iU 1. Shear and pullout allowables,based on ave·rage test results with a safety factor of 3.0. Test data avaflable from sc;rew manufacturers !i.e. Grabber. Buildexl. ' ~OTES: . 2. When connecting materials of different gauge,.use loads sh9wn·for the lighter gauge. . ' 3. Steel gauge thicknesses 25, 22. 20 and_ 18 ~ Fy = 33ksi 16. 14, & 12-Fy =50ksi -. -------------. 29 I ·I I I I I I I I I I A?; TABLE I: STRUCTURAL PROPERTIES OF STUDS, JOISTS, AND TRACK (CONTINUED) MEMBER MINIMUM WEIGIIT D~GNATION DESIGN (lbs/ft) \ nuaomss (inches) 20HDSl58 0.0346 .0.529 20HDS250 0.0346 0.632 20HDS350 0.0346 0.749 20HDS358 0.0346 0.764 ~~ ·:~HDS400 0.0346 0.808 <)/._.·j~DSS50 0.0346 0.984 ~w~ 20HDS600 0.0346 1.043 18HDS250 0.0451 0.840 16HDS350 0.0451 0.994 16HDS358 0.0451 1;013 18HDS400 0,0451 1.070 18l!DSSSO 0.0451 1.300 \ I 20, -18', 16, and 1.4 "HDS" Punched C-Stud -I 1.250" .093'' inside radius , -.-·Web Depth O.D.·-·· EFFEC11VE SEci10N .325" for 20 GAUGE .433" for 16 & 16 GAUGE .461'' for 14 GAUGE Punched hole: 3/4" for 1-5/6~ and 2-1/2" web depth and l-l/2" for 3-1/2" and larger web depth. TORSIONAL SECl10N GROSS SEC110N PROPERTIES PROPERTIES MOMENT PROPERTIES CAPACITY - Area !xx Rx lyy Ry . bx ., Sx Area Ma Xo J I CW I Ro .6 (in A2) /in'A4) (inA3) (inA4\ /inA3) '/inA4\ '• /inA3\ (inA2) /in-lbsl linl JinA4) /in A6) (in) 0.156 0.071 0.674 0.034 0.467· 0.071 0.067 0.156 1671 -1.154 6.214E-05 0.023 1.415 0.336 0.186 0.189 1.007 0.040 0.462 0.)89 0.151 0.186 2893 -1.014 7.422E-05 0.054 1.502 0.544 0.221 0.411 1.366 0.044 0.449' 0.411 0.235 0.221 4507 -0.896 8.803E-05 0.110 1.694 0.720 0.225 0.447 J.409 0.045 0.447 0.447 0.246 0.225 4725 -0.663 6.97SE-05 0.119 1.722 0.737 I 0.236 0.563 1,.S38 0.046. 0.441 0.563 0.282 0.238 54QI -0.848 9.493E-05 0'.148 1.811 0.781 0.290 1.205 2.039 0.050 0.417 1.205 0.438 0.290 8428 -0.732 1.15&;-04 0.302 2.206 0.890 0,307 1.489 2.202 0.051 ·0.409 · 1.4~9 0:496 0,307 9551 -0.701 1,22~-04 0.368 2.347 0.9_11 0.247 0.245 0.994 0.055 0.473 . 0.245 0.196 0.247' 3666 -t.09r 1.678E-04 0.065 I.S50 0.505 ·0.293 0.538 i.351 0.062 0.461 0.538 0.306 0.293 6079 -0.963 l.984E-04 0.167 1.726 0.689 0.298 O_.S85 !.401 0.063 0.459 O.S65 0.323 0,298 6377 -0.950 2.022E-04 0.180 1.153 0.707 0.315 0.739 1.531 0.065 0.454 0.739 0.369 0.315 7298 -0.912 2.137J;l-04 0.221 1.!39 0,754 0.383 1.561 2.036 0.071 0.431: 1.567 Q.S11 0.383 114(15 -0.766 2.S9SE-04 0.444 2.226 0.615 ',·· ., • I e: .. 1· r 1811DS600 0.0451 1.376 0.405' 1.962 2.200 0.073 0.423 1:962 0.654 0.405 129Zl -0.754 2.7451;-04 0.539 2.364 0.696 ~- I h I I l SIIDSl:IOO 16HDS250 161105350 161105358 16HDS400 161105550 16IIDS600 16HDS800 16HDSIOOO 141105250 14HDS350 14805356 141105400 I _//!:_.j8DSS50 0::.:-411DS600 14HDS600 14HDS1000 0.0451 0.0566 0.0566 0.0566 0.0566 0.0566 0.0566" 0.0566 0.0566 0.0713 0.0713 0.0713 0.0713 0:0713 o.om 0.0713 0.0713 l·.663 1.044 -1.236 1.260 _ 1.332 1.621 -~·--· 1.717 2.101 2,466 L311 1.554 1.584 l.675' 2.036 2.159 2.643 '3,127 l!,496 3.996 0.307 · 0.301 0.364 0.664 0.371 0.721 0.392 0,912 0.477 · 1.965 0.506 2.430 0.619 4.959 0.732' 6.726 0.366 · 0.371 0.457' 0.!24 0.466 0.896 •. 0.493 . 1,134 0.600· 2.452 0.636 3.036 0.778 6.206 0.921 J0.938 2.1140 0.078 0.3% 3.996 o.~ -------· 0.989' 0.067 0.468 0.301 0.240 I.350 0.076 0.456. 0.664 o._379 1.394 0.076 . 0.454 0.721 0.398 1.525 0.079 0.448 0.912 0.456 2;029 0.066 0.425 1.965 0.714 2.192· o.oss. 0.416 · 2.430 0.810 2.!31 0.094 0.390 4.959 1.240 3.~53 O.Q?S 0.366 _ 8.726 .• 1.745 0.980 0.063 0.465 0.371 0.297 J.342 0.094 0.453 (!.824 . 0.471 . -• 1.366 · 0.095 0.451 0.896 -0.494 1.517 0.098. 0.446 1.134 ().567 2.022 0.107 0.423 2;452 0.!92 2,185 ·o.no 0.416 3.036 1.012 2.!24 0.117 !).386 6.208' 1.552 3.446 0.123 · 0.365 10.938 2.1aa 0,496 19740 -0.<>46 3.36(1!-04 1.030 2.939 0.952 0.307 7200 -1.079 3.283E-04 0.102 1.536 0.507 0.364 11357 -0.952 3.667E-04 0.201 1.714 0.691 0.371 11917 -0.936 3.963E-04 0.217 1.741 0.709 0.392 13651 -0.900 4.169£-(),1 0:267 1.626 0.757 0.477 21389 -0.777 5.09&;-04 0.538. 2.214 0.!77 0.506 24252. -0.744 5.398E-04 0.653 2.353 0.900 0.619 · 3713) -0.637 6.607E-04 1.251 2.926 0.953 . 0.732 41930 -0.558 7.!J&;-04 2.076 3.517 0.975 0.386 6664 -t.064 6.544E-04 0,130 1.$34 o.soo 0.457 1409:I -0.956 7,752E-04 0.253 1.709 0.687 0.466 14802 -0.942 7.903E-04 0.272 1.736 0.705 0.493 16979 -0.903 8.356c-04 0.336 l.!21 0.754 0.600 26696 -0.779 l.017E-03. 0.673 2.206 0.!1S 0.636 302116 -0.746 l.077E.:.03 0.!16 2.346 0.!99 0.776 46471 -0.638 l.311lE-03 1.565 2.921 0.952 0.921 65497 -O.S59 1.S61E-03 2.596 3.510 0.915 I A4 TABLE I: STRUCTURAL PROPERTIES OF STUDS, JOISTS, AND TRACK (CONTINUED) I I I I ' ' • MEMBER DESIGNATION • • (-t:;::) ~c ,_;. n I I l ' I ' • I ~ ... I l'-1 82· I I ' 20XHD3S0 20XHD358 20XHD«>O 20XHD5S0 20XHIXOO 18XHD3S0 18XHD3S8 18XHD«>O 18XHD5S0 18XHIXOO 18XHD!OO 16XHD3S0 16XHD358 16XHD«>O 16XHD5S0 16XHIXOO 16XHD!OO 16XJID1000 14XHD3SO 14XHD3S8 14XHD«l0 14XHD550 14XHD600 14XHD!OO 14XHDIOOO MINIMUM DESIGN TIIICXNESS (inches) 0.0346 0.0346 0,0346 0.0346 0.0346 -0.0451 0.0451 0.0451 0.0451 0.0451 0.0451 0.05C56 0.05C56 '0.05C56 .. 0.05C56 0.05C56 0.05C56 0,0566 0.0713 0.0713 0.0713 0,0713 0,0713 0.0713 0.0713 20, 18, 16, & 14 "XHD" Punched c-stud ~ .563" Typical 1.625" Punched ho!~: J-1/2" for 3-1/2" and larger web depth. Web Depth 0.0. WE!GlIT EFFECTIVE SECTION TORSIONAL SECTION (lbs/ft) GROSS SECTION PROPERTIES PROPERTIES MOMENI' PROPERTIES CAPACITY Aru. Ix,c Rx Iyy Ry I~ Sx Area M11 Xo 1 cw Ro (in"2) · (inA4) (inA3) (inA4) (inA3) (inA4) (inA3) (JnA2) (in-lbs) · (in) (in "4l (ln"6l (in) 0.687 0.261 0.S12 1.400 0.102 0.626 0.S12 0.292 0.261 5569 -1.399 1.042:E-04 0.301 2.076 0.902 0.265 0.S55 1.446 0.103 0.624 0.S55 0.306 0.265 5834 -1.382 1.051JE-04 0.322 2.096 0.946. 0.278 0.698 I.S83 0.107 0.620 0.698 0.349 0.278 6654 -1.334 1.UIE-04 0.391 2.161 1.122 0.330· 1.47t 2.111 0.118 O.S99 1.472 0.535 0.330 10259 -1.175 1.31111?:.04 0.758 2.489 1.1&1 0.348 1.810 2.282' 0.122 0,591 'l.810 0.603 0.348 11576 -1.131 l.387E-04 0.914 2.615 l.148 0.338 0.658 1.395 0.130 0.621, 0,658 0:376 0.338 7427 -1.389 2.292:E-04 0.3&1 2.064 1,167 0.344 0.714 1.441 0.132 0.619 '0.714 0.394 0.344 7780 -1.372 2.331E-04 0.408 2.084 J.225 Q.361 0.897 1.S77 0.136 0.615 0.897" 0.«9 0.361 8867 -1.324 2.44~-04 0.496 2,149 1.455 0,428 1.898 2.105 0.151 0.594 1.898 0.690 0.428 13641 -1.165 2,904E-04 0.962 2.478 1.531 0.451 2.335 . 2.276 0.155· · 0.S86 2.335, 0.778 0,451 15382 -1.121 3,057E-04 1,161 2.604 1.837·. 0.S41 4.675 2.939 ·0.i67 O.SS6· 4,67S l,16~ 0.S41 23094 -0.977 3,669E-04 2.190 3.147 1.430 0.421 0.813 1.389 0.160 0.615 0.813 · '0,464 0,421 13905 -1.377 4.49111?-04 0.463 2.050 1,454 0.428 0.882 i.435 0.162 0.614, ,0.882 0.487 0,428, 14570 -1.360 4.S73E-04 0.495 2.070 , 1.S26 0.4A9 1,110 1.S72 0.167 0.610 1.110, 0.555 0.449 16619 -1.312 4.80(£-04 0.603 2.136 1.815 0.534 2.354 2.099 0.185 o.sgg 2.354, 0,856 0.53~ 25625 -1.154 5.706E-04 1 •. 174 2.466 ... , 1,911 __j-:58J . . ~~-2.897 _2,;~ ~ --2.8~7 ___ 0.966 .. 0.563 . . 28913 0·-1.110 6,009E-04 1,417 2.592 2.295 0.676'. 5.809 2.932 0.205 0.550 5,809 1.452 0.676 4341!3 -0.967 7.217E-04 2,678 3.136 2.680 0.789 10.07.3 3.573 0.216 OJ~ 10.073 2.015 -0.789 . 502!56 -0.859· 8.426E-04 4.423 3.712 --J.185. 0.525 1.004 1.382 0.195 0.609 1.004 .i).573 0.525 17169 -1.362 ll.905E-04 0.559 2.034 1:815 0.534 1.090 1.428 0,197 0.607 1.090 0.601 0.534' 17997 -1.345 9.05CiE-04 0.595 2.054 ' 1.906 0.561 1.373 1.564 0.204 0,603 1.373 . 0,686 0.561 205~ -1.297 9.50IJE-04 0.729 2.120 2.269 0.668 2:919 2.()9() . 0.226 0.581 2.919 1,061 0.668 31781 -1,14(! 1,132:E-03 1,425 US! 2.390· 0.104 3.596 2.260 0.23.:t 0.574 3'.596 1.1~ 0.704 35884 -,1,096 l,l93E-03 1.722 2.577 2.874 0,846, 7.226 2,922 0.250 0.543· 7.226· 1.806 0.846 540116 -0.954 1A34E-03 3.262 3,121 ' 3.358 (1.959 12.549 3:562 0.263 0.516 12.549 _2.510 0,989. 15142 -0,8-46 1.676E-0l 5.395 3,695 . ---·---·\ -' ' 8 0.S46 0.S65 I I 0.619 I 0.777 0.813 0.S47 1J.S67 ~ .. 621 0.779 0.81S 4-- 0.904 O.S49 .. 0.568 0.623 0.781 0.816 ~ 0.905 0,946 0.551 0.571 0.625 0,784 0.819 0.907 0.948 ,::;, -- - - t,.) .J::,. S1UDNAME 20HDS158 20HD~250 20HDS350 20HDS358 20HDS400 20HDS550 20HDS600 A20HDS800 18HDS250 l8HDS350 18HDS358 18HDS400 18HDS550 -a, 18HDS600 18HDS800 16HDp!!O I..-:·.:: ,\ SPAONG (In.) 11 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12· 16- 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12. 'J6' • 24 12 16 24 12 16 24 AlJJ:>W AXIALLOAD 0.194 0.194 0.194 0.526 0.526 0.526 0.968 0.968 0.968 1.029 1.029 1.029 1.209 1.209 1.209 i.679 1.6?9 1.6?9 1.652 1;652 1.652 1.52? ',1.52? ~1.52? 0.716 0.716 0.?16' 1.371 1.371 1.371 1.492 1.492 1.492 1.718 1.718 1.778 2.559 2.559 2.559 ~.532 ! 2.532 • 2.532 , 2.391 2.391 ' 2.391 0.893 0.893 0.893 - ... s 0.019 0.000 0.000 0.238 0.148 0.000 0.686 0.550 0.316' 0.755 0.614 0.370 0.972 0.818 0.549 1.679 1:560 1.276 1.6~2 1.6-40 1.391 1.527 1.527 ' 1.463 0.431 0.328 0.153 1.127 0.969 0.695 ' 1.252 1.085 0.795 1.598 1.413 1.()91 2.559 2.559 2.250 2.532 2..532 2.~7 2.391 -2.391 2.391 0,752 0.661 o.™ -------- 10 15 0.000 0.000 0.000 0.000 0.000 0.000 . 0.000 0.000 . 0.000 0.000 0.000 0.000 0.316 \0.023 0.115 0.000 0.000, 0.000 0.370 0.065 0.161 0.000 0.000 0.000 0,.549 0.209 · 0.316 0.000 .o.ooo 0.000 . 1.276 0.893 1.016 0.548 . 0.548 0.000 1.391 1.045 1.15? 0.726 0.?26 · 0.149 . 1.463 1.192 1.281 0.929 0.929 0.428 0.153 0.000 0.004 0.000 0.000 0.000 0.695 0.353 0.460 0.060 0.060 0.000 0.795 0.432 0.546 . 0.122 0.122 0.000 1,091 0.683 0.811 0.332 0.332 0.000 2.250 1.786 .J.935 1.368 1.368 0.627 2.407 1.991 -2,l?t; l,AA'7 1.607 0.910 2.391 2.391 2.391 2.157 2.157 1.677 0.504 0.310 0.371 0.146 0.146 0.000 1715-J> ---, - ------------· -------.......... ... "·- 1:··:··:j \:..,::.,,: TABLE5-ALLO' LE WJNDIN(pO SPACING 20 25 30 40 .50 60 75 STUD NAME (in.) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16HDS350 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000 ·0.000 0.000 16HDS358 16 0.000 0.000 0.000 0.000 ·0.000 0.000 0.000 24 0.000· 0.000 0.000 0.000 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 16HDS400 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 0.000 0.000 .0.000 0.000 0.000 0.000 0.000 16HDS550 16 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 24 '0.000 0.000 0.000 0.000, 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 16HDS600 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000· 24 0.548 0.232 0.000 · 0.000 0.000 0.000 0.000 12. ·0.132 0.000 0.000 0.000 0.000 , 0.000 0.000 '16HDS800 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 .. 0.7~ , 0.429' 0.149 0.000 · 0.000 0.000 -0.000 12 0.334 0.000· 0.000 0.000 0.000 0.000 0.000 16HDSIOOO 16 0.000 , 0.000 0.000 0.000 0.000 0.000 0.000 24 0.929 0.675 . 0.428 0.000 . 0,000 0.000 0.000 12 0.592 0.267 . ·o.ooo 0.000 0.000 0.000 ·o.ooo 14HDS2.~0 16 0.000 0.000 0.000 0.000 0.000 , 0.000 .o.ooo· 2:4 0.000 0.000 0.000 . 0.09() 0.000 · 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14HDS350 16 0.000 0.000 0.000 0.000 0.000 . 0.000. 0.000 24 0.060 0.000 0.000 0.000 0.000 0.000 0.000 ,-12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14HDS358 16 0.000 0.000 0.000 0.000 0.000 0.000 · 0.000 24 0.122 0.000 0.000 0.000 0.000 0.000 , 0.000 12 0.000 0.000 0.000 0.000 0.000 0.000 . 0.000 14HDS400 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.332 0.020 0.000 0.000 0.000 O.QOO 0.000 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 14HDS550 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 1.368 0.984 0.6~7 0.000 0.000 0.000 0.000 12 0.862 0.401 0.000 0.000 0.000 0.000 0.000 14HDS600 16 0.000 0.000 0.000 .0.000 0.000 ,0.000 0.000 24 ' 1.607 1.248 D.910 0.285 0.000 0.000 0.000 i2 1114 n.60~ n~•• nnnn n,,;_,. nnnn nlVVl k-14HDS800 16 0.285 0.000 0.000 0.000 0.000 0.000 0.000 24 2.157 1.914 1.677 1.218 0.777 0.352 0.000 12 1,835 1.522 1.218 0.634 0.076 0.000 0.000 14HDSIOOO 16 1.218 0.777 0.352 0.000 0.000 0.000 0.000 24 0.146 0.000 0.000 0.000 0.000 0.000 0.000 12 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20XHD350 16 0.000 0.000 0.000 0.000 0.000 0.000 , 0.000 24 - --- - - ... -,--------------,---------- /ULOW WINDIN(psO AXIALLOAD 5 10 15 20 25 30 40 1.709 J.709 1358 1.057 0.798 0.567 0357 0.000 J.709 1.594 1.152 0.798 0.495 0.225 0.000 -0.000 1.709 . 1358 0.798 0357 0.000 0.000 0.000 0.000 1.862 1.862 1.512 1.194 0.919 0.674 0.451 0.051 1.862 1.762 1.294 0.919 0.598 0312 0.051 0.000 1.862 1.512 0.919 0.451 0.051 0.000 0.000 0.000 2.344 2.344 2.020 1.650 1329 1.043 0.781 0312 2344· 2.309 1.766 1329 · 0.953 0.618 0.312 0.000 2344 2.020 1329 0.781 ,0312 0.000 0.000 ' 0.000 3.625 3.625 3.625· 3.406 3.024 2.670· 2.340 1.732 3.625 3.625 3.541 3.024 2.558 2.130 J.'732 1.005 3.625 , 3.62.~ 3.024 2340, 1.732 1.179 0.670 0.000 3.550 3.550 3,550 3.550. 3.247 2.932 2.632 2.071 3.550 3.550 3.550 3.247 2.830 2.440 2.071 1.387 3.550 3.550 3.247 2.632 ·2.011 1.552. 1.067 o.i76 3.244 3.244 . 3.244 3.244 3.244 3.244 3.185 2.827 3,244 '3,244 · 3.244 3.244 3.244 3.065 . 2.827 · 2.365 3:244 3,244 3.244 3.185 . 2.827 2.479 2.140 1.486 2.971 : 2.971 2.971· 2.971 2.971 2.971 2.971 2.813 2.971 2.971 2.971 2.971 '2.971 2.971 . 2.813 2.443 2.971 2.971 2.971, 2.971 2.813 2.535 2.260' 1.720 1.128 1.017 · 0.739 0.521 0.336 0,172 0.024 0.000 1.1-28 0.914 0.589 0336 0.121 0.000 0.000 0.000 1.128, 0.739' 0.336 0.024· 0.000 0.000 0.000 0.000 2.166 2.166 1.879 1.~44 . 1,255· 0.996 0.760 0.338 2.166 2.i4J 1.650 1.255 _D.9i5 0.613 0.338 0.000 2.166 1.879 1.255, 0.760 0338 0.000 ,0.000 0.000 2.360 2360 2.084 1.730 1.423 1.149 0.899 0.451 2360. 2.360 1.842 J.423 1.063 0.743 0.451 0.000 2.360 2.084 1.423 0.899 0.451 0.052 0.000 0.000 2.999 2.999 2.774 2.359 · 1.999 1.677 1.382 0.854 2.999 2,999 2.490 1.999 1.576 1.198 0.854 0.238 2.999 2.774 1.999 J.382 0.854 0384 0.000 0.000 4.906 4.906 4.906 4.880 4.436 4.024 3.639 2.932 4.906 4.906 4.906 4.436 3.893 3.395 2.932 2.087 4.906 4,906 4.436 3.639 2.932 2.289 1.696 · 0.622 4.826 4.826 4.826 4.826 4.727 4.363 4.016 3.368 4.826 4.826 4.826 4.727 4.245 3.794 3.368 2.575 4.826 4.826 4.727 4.016 3.368 2.767 2.205 1.171 4.464 4.464 4.464 4.464 4.464 4.464 4.464 4.265 4.464 4.464 4.464 · '4.464 4.464 4.464 4.265 3.742 4.464 4.464 4.464 4.46;4 4.265 3.871 3.486 2.742 4.119 4.119 4.119 4.119 4.119 4.119 4.119 4.119 4.119 4.119 4.119 4.~19 4.119 4.119 4.119 4.109 4,119 4.119 4.119 4.119 4.119 4.119 3.941 3.443 1.305 1.030 o.~97 0.256 0.000 0.000 0.000 0.000 1.305 0.871 0363 0.000 0.000 0.000 0.000 0.000 1.305 0.597 0.000 0.000 0.000 0.000 0.000 0.000 -1715-P --·- 50 60 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 · 0.000 0.000 1.179 0.670 0349 0.000 0.000 0.000, 1.552 1.067 0.760 0.176, 0.000 0.000 2.479 2.140 1.918 J.486 0.860 . 0.259 2.535 2.260 2.078 1.720 1.191 0.673 0.000, O.OOQ 0.000· 0.000 0.000 0.000 0.000 •,;I 0.000 0.000 0.000 · 0.000 0.000 0.052 0.000 '0.000 '0.000 0.000 0.000 0384 0.000- 0.000 0.000 0.000 0.000 2.289-1.696 1.324 0.622 0.000 0.000 2.767 2.205 1.848 1.171 0.231 O.OOQ 3.871 3.486 3.235 2.742 2.029 J.344 4.119 3.941 3.774 3.443 2.952 2.470 0.000 0.000 0.000 0.000 0.000 0.000 - - 75 0.000 0.000 0.000 " ~ 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 ~ 0390, 0.000 0.000 ' 1.646 . 0.860· 0,000 1.854 --l 1.191 ' 0.000 0.000 0.000 0.000 0.000 0.000, 0.000 0.000 0.000 0.000 · 0.000· 0.000 0:000 0.879 0.000 0.000 1.419 0.231 0.000 2.925 2.029 0.360 3.566 2.952 1,760 0.000 0.000 0.000 . \-f Lr --4 2 C) p .)>- o' -t,.) ~ - -({::·.: -----· -- ,v;./·::·,.: ---···'-· _••. --•• _ _..,.4 aa, &1.....---.... ,u,.._. ~-'-'~V\R.U'°'/ IV -v n1vn, Dl\.l'\\.,..C.U ~ l o1t·-y··v,1.- SPACING All.OW WINDIN(psf) 51'\JDNAME fin.) AXIALLOAD 5 10 15 20 25 30 40 50 60 12 0.194 0.019 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20HDS158 16 0.194 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.194 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _0.000 12 0.526 0.238 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20H0S250 16 0.526 0.148 0.000 0.000 0.000· 0.000 0.000 0.000 0.000 · 0.000 24 0.526 0.000 0.000 ,o.ooo 0.000 -0.000 0.000, 0.000 0.000 0.000 '12 0.968 0.686 0.316 ?·023 0.000 0.000 -0.000 0.000 0.000 0.000 20HDS350 16 0,968 , 0~50 0,115 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 · 0.968 ' 0.316 · 0.000 0.000 · 0.000 0.000 0.000 _ 0.000 0.000 0.000 12 1.029-0.755 0,370 0.065 0.000 0.000· 0.000 0.000 0.000 0.000 20HDS358 16 1.029 0.614 0.161 0.000 0.000 0.000 0.000 o.oqcf 0.000 0.000 24 1.029 0.370 0.000 0.000 0.000 0.000· 0.000 0.000 . 0.000, _0.000 12· 1.209 '0.972 0.549 . 0.209 0.000 0.000 0.000 0.000 0.000· 0.000 20HD~ 16 1.209' 0.818 0.316 . ·o.ooo 0.000 0.000 0.000. 0.000_ 0.000 0.OQO 24 1.209 0.549 0.000 0.000 0.000 0,000 0.000 0,000 0.000 0.000 12 1.679 1.679 1.276' Q.893 ·0.548 0.232 0.000 0.000 0:000 0.000- 20HOS550 16 1.679 1.560 1,016 0,548 0,132, 0.000, 0.000 . 0.000 0.000 0.000 24 1.679 1.276 _ 0.548 ; 0.000 0.000 0.000 '0.000 0.000 0.000 0.000 12 1.652' 1.652 1391 1.045 0.726 . 0.429 0.149 0.000 0.000 0.000 20HDS600 16 1.652 1.640 U57 , 0.726 0.334 0.000' 0.000 0.900 . 0.000-0.000 24 1.652 1.391 ,0.726 0.149_ 0.QOO ·o.ooo 0.000 0.000 0.000 -0.000, 12 1.527 p27' 1.463 1.192 0,929 0.675 0.428 0.000 0.000 0.000 A20HDS800 16 , 1.527 1.527 1.281 0.929 0.592 0.267 0.000 0.000 0.000· 0.000 24 1.527 1.463 0.929' 0.428 0.000 0.000 0.000 0.000 0.000 0.000 12, 0.716 0.431 0.153 0.000 0.000 0.000 •0,000 0.000 0.OQ? 0.000 18HDS250 16 0.716 0.328 0.004 0,000 0.000 0.000 0.OOQ· 0.000 0.000 0.000 24 0.716 0.153 0.000 0.000 0'.000 · .0.000 0.000 · 0.000 0.000 0.000 12 1.371 1.127 0:695 0.353 , 0.060 0.000 0.000 0,000 -0.000 0.000 18HDS350 16 1.371 0.969 0.460 0.060 0.000 0.000 , 0.000 0.000 0:000 0.000 24 1.371 0.695 0.060 , 0.000 '0.000, 0.000 0.000 ' 0.000 0.000 , 0.000 12 1.492 1.252 ,' 0.795 0.432 0.122 0.000 0.000 0.000 0.000 . 0.000 18HDS358 16 1.492 1.085 0.546 0.122 0.000 0.000 0.000 0.000 0.000 · 0.000 24 1.492 0.795 _·0.122 0.000 -. 0.000 0.000 · · 0.000 0.000 0.000 0.000 12 1.778 · 1.598 1.091 0.683 0.332 0.020 0.000 0.000 0.000 0.000 18HDS400 16 1.778 ,1.413 0.811 0.332 0.000 0.000 0.000 0.000 0.000 0.000 24 1.778 . 1.091 0.332 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 2.~59 2.~59 2.250 1.786 1.368 0.984 0.627 0.000 0.000 0.000 l8HDS550 16 2.559 . 2.559 1.935 1.368 0.862 0.401 0.000 0.000 0.000 0.000 24 2.559 '2.250 1.368 0.627 0.000 0.000 0.000 O.QOO 0.000 0.000 " 2.532 2.~32 2.407 1.991 ,1.607 1.248 o.910 _ 0.285 0.000 0.000 .:, l8HDS600 16 2.532 ' 2.532 2.)26 1.607 1:134 0.695 0.285 0.000 0.000 0.000 24 2.~32 2.407 1.607 0.910 0.285 0.000 0.000 0.000 0.000 0.000 12 2.391 2.391 2.391 , 2.391 2.157 1.914 1.677 1.218 0.777 Q.352 -:J 18HDS800 16 2.391 · 2.391 2.391 2.157 1.835 1.,22 1.218 0.634 0.076 0.000 ' 24 2.391 2.391 2.157 1.677 1.218 0.777 0.352 0.000 0.000 0.000 12 0.893 0.752 0.504 0.310 0.146 0.000 0.000 0.000 0.000 0.000 161;JDS250 16 0.893 0.661 0.371 0.146 0.000 0.000 0.000 0.000 0.000 0.000 24 0.893 I 0.504 0.146 0.000 0.000 0,000 0.000 0.000 o.obo 0.000 1715-P e -75 0.000 0.000 0.000 0.000 0.000 0.000· 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -0.000 0.000 0.000 O.lX_)O 0.000 0.000 0.OQO 0,000 0.000 0.000 ' 0.000 0.000 ·o.ooo , 0.000 , 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000. 0.000 0.000 .,_ 0.000 0.000 0.000 "' 0.000 0.000 0.000 0.000 -.··::·::. i;~ :: ·_ ,:·:·i • . ....:. •• ;,.,?' .. r ~ - - • ---------TABLES -ALLOWABLE AXIAL LOAD-BEARING STUDS QSI_P~ 16'-0" HIGH, BRACED AT• -i.e .. SPACING ALLOW STIJDNAME <in.) AXIALLOAD 5 10 15 12 1.709 1.709 1.358 1.057 16HDS3.~0 16 1.709 1.594 1.152 0.798 24 1.709 1.358 0.798 0.357 12 1.862 1.862 1.512 1.194 l6HDS358 16 1.862 1.762 1.294 0.919 24 1.862 1.512 0.919 0.451 12 2.344 2,344 2.020 1.650 16HDS400 16 2.344 2.309 1.766 1.3~9 24 2.3~4· 2.020 1.329 0.781 12 3.625 3.625 3.625 3.406_ 16HDS550 16 3,625 3.625 3.541 , 3.024 24 3.625 -3.62.~ 3.024 -2:340 12 3.550 _ 3_,50 3.550 3:S50 16HDS600 16 3.550' 3.550 3.550 3.247 24 3.550 3.550 3.247 2.632 12 3.244 3.244 3.244 3.244 16HDS800 16 3.244 3.244 3,244 3.244 24 3.244 3.2~4 3.244 3.18,5 12 2.971 2.971. 2.971 2.971 16HDSIOOO 16 2.971 2,971 2.971 2.971 24 2.971 2,971 2.971 2.971 12 1.128' 1.017 0.739 0.521 14HDS2.~0 16 1:128 · 0.914 o.~89 '0.336 24 1.128 0.739 0.336 0,024· 12 2.166 2.166 1.879 1.544 14HDS350 16 2.166 2.141 1.650 1.255 24 2.166 1.879 1.2~5-·0.160 12 2.360 2.360 2.~4 1.730 14HDS358 16 2.360 -2.360 1.842 1.423 24 2.360 2.084 1.423 0.899 12 2.999 2.999 2.774 2.359 14HDS400 16 2.999 2.999 2.490 1.999 24 2.999 2.774 1.999 1.382 12 4.906 4.906 4.906 4.880 14HDS550 16 4.906 4.906 4.906 4.436 24 4.906 4.906 4.436 3.639 12 4.826 4.826 4.826 4.826 141-IDS600 16 4.826 4.826 4.826 4.727 24 4.826 4.826 4.727 4.016 i2 4.464 4.464 4.464 4.464 14HDS800 16 4.464 4.464 4.464 4.464 24 4.464 4.464 4.464 4.464 12 4.119 4.119 4.119 4.119 14HDSIOOO 16 4.119 4.119 4.119 4.H9 24 4.119 4.119 4.119 4.119 12 1.305 1.030 0.597 0.256 20XHD3:'i0 16 1.305 0.871 0.363 0.000 24 1.305 0.597 0.000 0.000 1715~P WlNDlN(psO 20 25 30 40 0.798 0.567 0.357 0.000 0.495 0.225 0.000 0.000 0.000 0.000 0.000 0.000 0.919 0.674 0.451 0.051 0.598 0.312 0.051 0.000 0.051 0.000 0.000 0.000 1.329 1.043 0.781 0.312 0.953 D.618 0.312 0.000 0.312 0.000 0.000 o.ooq· 3.024 2.670 2.340 1.732 2.558, 2.130 1.732 1.005 1.732 1.179 0.670 0.000 3.247' 2.932 '2,632 2.071 2.830 2.440 2.071 1.387, 2.071 t'.552 1:067 °'176 3.244 3.244 3.185 · 2.827- . 3.244 3.065 2.827 2.365 2.827' 2.479 2.140' 1.486 · 2.971 2.971 2.971 2.813 2.971 2.971 2.813 2.443 _, ' 2.813 · 2.535, 2.260 1.720 0.336 0.172 0.024' 0.000 0.121 0.000 0.000 0.000 0.000 0,000 0.000 0.000 · 1.255 0.996 0.760 0.338 0.915 0.613 0.338 0.000 _0.338 • 0.000 0.000 0.000 1.423 1.149 0.899 0.451 1.063 0.743 · 0.451 0.000 0.451 0.052 0.000 0.000 1.999 1.677 1.382 0.854 1.576 1.198 0.854 0.238 0.854 0,384 0.000 0.000 4.436 4.024 3.639 2.932 , 3.893 3.395 2.932 2.087 2.932 2.289 J.696 0.622 4.727 4.363 4.016 3.368 4.245 3.794 3.368 2.575 3.368 2.767 2.205 1.171 4.464 4.464 4.464 4.265 4.464 4.464 4.265 3.742 4.265 3.671 3.486 2.742 4.119 4.119 4.119 4.119 4.119 4.119 4.119 4.109 4.119 4.119 3.941 3.443 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 50 60 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ,0.000 0.000 0.000 , 0.000 1.179 0.670 0.349 o.ooq 0.000 0.000 1;552 1.067 0.760 0,176 0.000 0.000 2.479 2.140 1.918 1.486 0.860 0.259 2.535 2.260 2.078 1.720 1.191 0.673 0.(KKI 0.(KKI 0.000 0.000 · 0.000 0.000. -0.000 0.000 0.000 0,000 0.000 0.000 0.052, 0.000 0.000 0.000 -0.000 0.,000 0.384 0.000 0,000 0.000 0.000 0.000 2.289 1.696 1.324 0.622 0.000 0.000 , 2.767 2.205 1.848 1.171 0.231 0.000 3.871 3.486 3.235 2.742 2.029 1.344 4.119 3.941 3.774 3.443 2.952 , 2.470 0.000 0.000 0.000 0.000 0.000 0.000 75 0.000 0.000 0.000 0.000 0.000 0.000 0.000. 0.000 0.000· 0.000 0.000 0.000 0.390 ~ ~ -c c_ 0.000.1· 0.000 1.646 0.860 0.000 .l.854 1.191 0.000 0.CKKI 0:000· 0.000 0.000 , 0.000 0.000 0.000 •0.000 0.000 0.000 0.000 0.000 ·0.879 0.000 0.000 1.419 0.231 0,000 2.92.~ 2.029 0.360 3.566 2.952 1.760 0.000 0.000 0.000 1 iJ'1 If) > ~ . .. ,.,c. --,,·-;c:; ... , ... /·,·. I I I I I I I I I I ·{/}) I I I I I I I 1<0 I 10 Al TABLE I: STRUCTURAL PROPERTIES OF STUDS, JOIST, AND TRACK (CONTINUED) µ~~ . -HB~ ' I 1 18, 16 & 14 "HDJ" 6" & '5" Web Depth Floor Joist 16 & 14 "HDJ" 10" & ·12 11 Web Depth Floor· Joist Web De th ·O.D. Web Oe lh O.Q. 16, 14, & 12 "FJ" Floor Joist 2.75011 ,219" inside rodi.Js .433" for 18 & 16 GAUGC £ .•61" ror 14 GAUGE 16, 14, 12, & 10 "XFJ" 6" and 8'" Web Depth Floor Joist · 3.000" , .250"' inside radius .-1.JJ" typ. 16 GA. _[, .•61" lyp. H GA. 16, 14, 12, & 10 "XFJ" 10" ond 12" Web Depth Floor Joist 3.500" .250" inside rodlus Web De th O.D. Web De th 0.0. Web Depth 0.0. _[ .750" lyplcol MEMBER MINIMUM WEIGIIT DESIGNATION DESIGN (Ibo/ft) · GROSS SECIJON l'ROmR'IlES TIUOO'IESS . (inches) Art'! ~n Rx. Iyy !. (in A2) • (inA4) (jnA3) (inA4) I ISHDJOOO 0.0451 1.415 0.417 2.061 2.225 0.092 18HDJ&Xl 0.0451 1.721 0.5!)7 · 4,173 2.670 _0.098 16HDJOOO 0.0566 1.765 0.520: 2.554 2.217 0,112 16HDJ&Xl 0.0565 2.1-49 0.633. 5,181 2.Mt 0,119 . . -._., . ... •,,. ~ l6HDJ1000 0.05(,6 2.629 0.774 9.773 3.553 0,191 .96211 lyp. 16, , ... 12 (;A. _[ 1 .ooo" typ. 10 G"- EFFECilVESECilON PROPERTIES - Ry In-s, Arca (in'A3) (inA4) (in"3) ! (in"2) 0.469 2.061 0.6&7 0.41J 0.440 4.1,73 1.043 0.507 0.464 2.554 0.85,1: t; 0.520 , l.29S' ;':'oi,3: 0.43S-5.151 ,,, ' ·..;r,:;, ·, .i,, ~ 0.496. 9.71~ , 1.955 0.77~ MOMENT .. CAPACITY Ma Xo <in-Ibo\ tin\ 14536 -0.849. 20705 -0.731 2J492 -0.&35 _,!-z < 357!1 -0.721 -~·· .:·,·.:;.-. .......... -~# • · '49327 -0.794 .96211 lyp. 16, 14, 12 GA. _[ 1.000" typ. 10 GA. TORSIONALSECIJON PROPERTIES J cw Ro . (in."4) CinA6) fm) :!.82E-04 0.679 2,427 3,431£-04 1.299 2.994 S.548E-04 0.&26 2.415 6.757E-04 1.5SS 2.953 8.261!E-().4 3.920 3,67( ll 0.&7& 0.941) 0.&80 ( ,, , ,, <I, .. ' 0.942 ,0.9S3 ---------l>) ~ (/:: ---------......... --................. , .............. _..__,,, ... -v -·- SPACING AJ.U)W WIND IN (psi) S1UDNAME (in.) AXIALLOAD s ,o 15 20 25 30 40 .50 60 12 0.194 0.019 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20HDS158 16 0.194 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.194 0.000 0.000 0.000 0.000 0.000 0.000 , 0.000 , 0.000 0.000 12 0.526 0.238: , 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 20HDS250 16 0.526 OJ48 0.000 0.000 0.000 li.000 0.000 0.000 0.000 0.000 24 0.526 0.000 0.000 \o.ooo. , 0.000 0.000 0.000 0.000 0.000 0.000 12 0.9611 0.686 '0.316 'o.023 0.000, 0.000 0.000 0.000 0.000 0.000 20HDS3,0 16 0.9611 0.5,0, o.us 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.9611 0.316 0.000 0.000 0.000 0.000 0.000 '0.000 0.000 0.000 12 1.029 0.755 0.370 O.Oti5 0.000 : 0.000. 0.000 0.000 0.000 0.000 20~5358 16 1.029 0.614 0.161, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 1.029 0.370' 0.000 0.000 0.000 0.000 0.000 , 0.000 0.000 0.000 : 12 · 1,209' 0.972 0.549 0.209 0.000 0.000 0.000 0.000 0.000 0.000 20HDS400] 16 -1.209 0.818 0.316 , 0.000 0.000 , 0.000 0.000 , 0.000 0.000 0.000 24 1.209 ' 0.549 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 '1.679 1.679-1.276 0.893-0.548 0_.232 0.000 0.000 ·0.000 0.000 20HDS5,0 l!i 1.679 1.560 1.016 !).548 0.132 0.000' 0.000 -0.000 0.000 0.000 24 1.679 1.276 o.,48 0.000: 0.000 0.000 0.000 0.000 0.000 _0.000 12 1.6.52 1.6.52 1.391 1.045 0.726 0.429-0.149 0.000 0.000 0.000 20HDS600 ,16 1.652 1.640 l.157 0.726 0.334 0.000 0.000 0.000, 0.000 '0.000 2-4 1.652-1.391 0.726 0.!'49 0.090 0.000· 0.000 , 0.000 0:000 0.000 12 · .1.527 , 1.527 1.463 1.192 0.929 0.675 0.428 0.000 0.000 0.000 420HD~ 16, '1.527 1.527 1~1 0.979 0.592' 0.267 0.000· 0.000 0.000 0.000 24 \°1:527 1.463 0.929 0.428 0.000 , 0.000 0.000 0.000 0.000 _0.000 12 0.716 0.431 0.1S3 0.000 0.000 0.000· 0.000 0.000 f/.000 0.000 18HDS2'° 16 0.716 0.328 0.004 0.000 0.000 0.000 0.000 0.000 0.000 0.000 24 0.716 0.153 0.000 0.000 0.000· 0.000 0.000 0.000 0.000' 0.000 12 1.371 1.127 0.69~-0.353 0.060 0.000 0.000 0.000 , 0.000 0.000 18HDS350 16 1,371 0.969, 0.460 0.060 . 0.000 0,000 0.000 0.000 '0.000 0.000 24 1.371 0.695 0,060 0.000 0.000 0.000 0.000 0.000 0.000 0.000 12 1.492 . 1.252 0.795 0.432 0.122 0.000 0.000 o.oqo 0.000 0.000 18HDS358 16 1.492 1.085' 0.546 0.122 0.000 0.000 O.OOQ 0.000 0.000 0.000 24 1.492 0.79.5 0.122 0.000 0.000 0.000 0.000 -0.000 , 0.000 0.000 12 1.778 ' 1.598 1.ll!ll 0.683 0.332 0.020 0.000 0.000 0.000 0.000 18HDS400 16 1.778 1.413 0.811 0.332 0.000 0.000 0.000 0.000 0.000 0.000 24 1.778 1.091 0.332 0.000 0.000 0.000 0.000 , 0.000 0.000 ;0.000 12 2.5.59 2.5!19 2.250 1.786 1368 0.984 0.627 0.000 0.000 0.000 18HDS5.50' 16 2.559 2.5.59 1.935 1368 0.862 0.401 0.000 0.000 0.000 0.000 24 2.559 2.250 1368 0.627, 0.000 0.000 0.000 0.000 0.000 0.000 12 2.532 2.532 2.407 1,991 1.607 1.248 0.910 0.285 0.000 0.000 18HDS600 16 2.532 2.532 2.126 · 1.607 l.134 0.6?5 0.285 0.000 0.000 0.000 24 2.532 2.407 1.607 0.910 0.285 0.000 0.000 0.000 0.000 0.000 12 2.391 2.391 2.391 2.391 2.157 1.914 1.677 1.218 0.777 0.352 l8HDS800 16 2.391 2.391 2.391 2.157 , 1.835 1.522 1.218 0.634 0.076 0.000 24 2.391 2.391 2.157 1.677 1.218 0.777 0.352 , 0.000 0.000 0.000 12 0.893 0.752 0.504 0.310 0.146 0.000 0.000 0.000 0.000 0.000 l6HDS250 16 0.893 ,0.661 0.371 0.146 0.000 0.000 0.000 0.000 0.000 0.000 24 0.893 0.504 0.146 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1715-P a - 75 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000·, 0.000 0.000 0.000 0.000, 0.000 ' 0.000 0.000 0.000 , 0.000 0.000 0.000 0.000 , 0.000 0.()0() 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 , 0.000, 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - - - -- - - - --.. ,i}> 'ABLE 5 -ALUJ ----,----"I•--•••--••1 ,...,. ... •-•a" ...,. v -·- SPACING AILOW WIND IN (psf) SlUD NAME (in.) AXIAL LOAD 5 10 15 20 25 30 40 50 60 75 12 1.709 1.709 1.358 1.057 0.798 0.567 0.357 0.000 0.000 0.000 0.000 ~ l6HDS350 16 1.709, 1.594 l.152 0.798 0.495 0.225 0.000 0.000 0.000 0.000 0.000 24 1.709 1.358 0.798 0.357 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 ~ -12 1.862 ,l.862 1.512 l.194 0.919 0.674 0.451 0.051 0.000 0.000 0.000 16HDS358 16 1.862 1.762 ,1.294, 0.919 0.598 0.312 0,051 0.000 , 0.000 0.000 0.000 , 24 1.862 1.512 0.919 0.451 0.051 0.000 0.000 0.000 0.000 0.000 0.000 ~ 12 2.344 2.344, , 2.020, 1.6.50 1.329 1.043 0.781· 0.312 0.000 0.000 0.000 ~ 16HDS400 16 2.344 · 2.309 1.766 1.329 0.953 0.618 0.312 0.000 0,000 0.000 0.000 24 2.344 2.020 1.329 0.781 0.312 0.000 0.000 0.000 -0.000 0.000 0.000 12 3.625-3.625 3.625 3.406 3.024 2.670 2.340, '1.732 i.179 0.670 0.000' • , ' 16HDS550 16 3.625 3.625 3.541 3.024 2.558 2.130 1.732 1.005 , 0.349 0.000 0.000 I~ 24 3.625 , 3.62s._ -3.024 2.3!1() 1;732 1.179 0.670 0.000 0.000 0.000 0.000 12 3.550 3.550 3.550 3.550 3.247 2.932 2.632 2.071 ,1.552 1.067 0.390 ~ ,, 16HDS600 16 3.550 3.550 3,550 3.247 ,2.830 2.440 2.071 1.387 0.760 0.176' 0.000 • 24 3.550 3.550 _3.247 2.632 2.071 1.552' ,1.067 0.176 0.000 0.000 , 0.000 12 3.244 3.244 3.244 3.244 , 3.244 3:244, 3.185 2.827 2.479 2.140 1.646 16HDS800 16 3,244 3.244 3.244, 3,244: 3,244' 3.065 , 2,827 2.365 , 1.918 1.486 , 0.860, 24 3.244 3.244 3.244, 3.185 2.827 2.479· 2.140 '1.486 ·0.860 0.259 0.000 12 2.971 2.971 2.971, 2.971 , 2.971 2.971 2.971-2.813 2:535 2.260 1;854 16HDSIOOO 16 2.971 2.971 , 2.971 2.971 2.971 2.971. 2.813 2.443 2.078 1.720 ' 1.191 24 2.971 2.971, 2.971 2.971 2.813 2.535 2.260 1.720 1.191 0.673 0.000 12 1.128 1.011 o.739 o.s2'1 , 0.336 0.112 o.oi4 0.000 ' 0.000 0.000 0.000 14HDS250' 16 1'128, 0.914 o.,89 , 0.336 0.121 0.000 0.000 , 0.000 0.000 0.000 0.000 24 1.128 0.739' ' 0.336 0.024 O.OO(j 0.000 0.000 0.000 0:000 ,0.000 0.000 12 2.166 2.166 1.879 1:s« 1~5 o.996 o.760 0.338 0.000 0.000 ·o.ooo 14HDS350 I!>' ,2.166 2.141 1.650 1.255 '0.915 ,0.613 0.338 0:000 0,000 0.000 , 0.000 24 2.166 1.879 1,255 ' 0.760 0.338 0.000 0.000 0.000 0.000 0.000 0.000 12 2.360 2.360, 2.08-4 1.730 1.4~-1.149 0.899 0.451, , 0.052 , 0.000 0.000 14HDS358 16 2.360 2.360 1.842 1.423 1.063 0,743, ' 0.45i 0.000 0.000, 0.000 0.000 24 2.360 2.084' 1.423 0.899 0.45( -0.052 0.000 0.000 , 0.000 0.000 0.000 12 2.999 2.999 2.774 2.359 1.999 1.677 1382 0.8~4 0.384 0.000 0.000 l4HDS400 16 2.999 2.999 2,490 1.999 1.576 1.198 0.854 0.238 , 0.000 0.000 ' 0.000 24 2.999 2.774 1.999 1.382 0.854 0.384 0.000 0.000 0.000 0.000 0.000 12 4.906 4.906 4.906 4.880 4.436 4.024 3.639 2,932 2.289 1.696 0.879 14HDS550 16 4.906 4.906 4.906 4.436 3.893 3.395 2.932 2.087 1.324 0.622 0.000 24 4.906 4.906 4.436 3.639 2.932 2.289 1.696 0.622 0.000 0.000' 0.000 12 4.826 4.826 4.826 '4.826 4.727 4.363 4.016 3.368' 2.767 2.205 1.419 14HDS600 16 4.826 4.826 4.826 4.727 4.245 J.794 3.368 2.575 1.848 1.171 0.231 Ii 24 4.826 4.826 4.727 4.016' 3.~ 2.767 2.205 , 1.171 0.231 0.000 0.000 vr ~ }2 4.464 4.464 4.464 4.464 4.464 4.~ 4.464 4.265 3.871 3,486 2.925 14HDS800 16 4.464 4.464 4.464 4.464 4.464 4.464 4.265 3.742 · 3.235 2.742 2.029 :n K 24 4.464 4.464 4.464 4.464 4.265 3.871, 3.486 2.742 2.029 1.344 , 0.360 12 4.119 4.119 4.119 4.119 U19 4.119 4.119 4,119 4.119 3.941, 3.566 ,.__ 14HDSIOOO 16 4,119, 4.119 4,119 4.419 4,119 4.119 4.119 4,109 3.774 3.443 2.952,1, 24 4.119 4.119 4.119 4.119 4.119 4.119 3.941 3.443 2.952 2.470 1.760• l:t:- 12 1.305 1.030 0.597 0.256 0,000 0.000 0.000 0.000 0.000 0.000 0.000 I• 20XHD350 16 1.305 0.871 0.363 0.000 0.000 0.000 0.000 0.000 0.000 0.000 ' 0.000 1' 24 1.305 0.597 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1715-P -)> Ci~ I' I TABLE I: STRUCTURAL PROPERTIES OF STUDS, JOIST, AND TRACK (CONTINUED) MEMBER MINIMUM WEJGIIT El'FECJ1VESECI1ON TORSIONAL SECI1ON I DESIGNATION DESIGN (Ills/ft) GROSS SECI1ON PROPERTIES PROPERTIES MOMENT PROPERTIES ([· I I l4JJDJ(:OO I 14HDJ&l0 ---=,.. 14HDJIOOO I 14IIDJl200 I 16FJOOO 16FJOOO 16FJIOOO I J4FJOOO 14FJ!OO l4FJ1000 I 14FJJ200 12FJOOO 121-"J!OO I 12FJIOOO 12FJ1200 16XFJOOO I 16XFJ!OO 16XFJIOOO 14XFJOOO I ~---~14XFJ!OO ,:: ; _.\ :}4XFJIOOO .....:.·· 14XFJl200 I 12XFJOOO 12XFJ!OO I 12XFJIOOO ,. 12XF11200 I0XFJOOO I I0XFJ!OO I0XFJIOOO I0XFJ!200 I I I I r::···· l~_:;·/)·-:--<t---· I TIIlo-NESS CAPACITY (inches) Arca lxx Rx Jyy Ry Jiat Sx Ar ... Ma Xo J Cw Ro (in A2) (inA4) finA3) (inA4) (in A3)_ (inA4) (inA3) (inA2) (in-lbs) (in) (inA4) (inA6) (in) 0.07i3 2.219 0.653 3.191 2:210 0.139 0.462' 3.1'91 1.064 ' 0.653 31850 -0.841 !.107E-03 1.038 2.409 _0.0713 2:103 0.796 6.487 2.855 0:149 0.433 6.487 1.622 0.796 48556 -0.723 l.349E-03 1.990 2.976 0.0713 3.309 0.974 12.~ 3.546 0.239 ,0.495 12.253 -2.451 0.974 73oo; -0.796 1.651E-03 4,931 3.668 0.0713 3.793 1.117 19.4(11 4.169 0.247 0.471 19.4(11 · 3.235 1.117 87000 -0.715 l.893E-03 7.481 4.256 ·0.0566 2.278 0.671 3,775 2.373 0.579 0.9,29 3.775 1.258 0.671 32914 -2.006 7.162E-04 4.650 3.243 0.0566 2.662 0.784 7.409 3.074 0.634 0.900, 7.409 1,852 0.784 46631 -1.788 8.370E-04 8.566 3.669 ... -- 0.0566 3.046 0.89~ 12.611 3,749 -o.~76 0.868 q.611 2.522 0.897 602!Xl -1.617 9.579E-04 14.00! 4.175 0.0713 2.852 0.640°1 4.697 2.365 0.714 0.922 4.697 1.566 0.840 42985 -L991 1.423E-03 5.712 3.226 0.0713 3.336 0.962 9.234 3.066 0.782 0.892 9,234 2.309 0.982 63769 -1.774 !.665E-03 10.547 3.653 -0.0713 3.820' 1.125 15.737 3.740 0.833 0.86). 15,737 3.147 1,125 87779 -1.604 1·.906E-03 17.270 4,159 0.0713 4.305 1.268' 24.489 4.395 0.873, 0.830_ 24.489 4.081 1.268 104151 -1.466 2.148E-0~ 26.02A 4,707 0.1017 4.017 1.11\3 6.527 2_,49 0.973 0.907 6_,27, 2.17(1 1.11\3 6411()7 -1.%1 4.0?IIH-03 7.731 3.191 0.1017 4.707 1·-186 .12.682 3.049 1·.067· 0.877' 12.8112 3.221 1.386 959211 -1.744 4.77!/E-03 14.342 3.620 0.1017 5._398 1.590 22.010 j,721 1.137 0.846: 22.010 4.402 1.590 131141 -1.575 5.48CE-03 23.554 4.128 0;1017 6.089 1.793 34.316 4.375 1.191 0.815 34.316 5,71\1 1.793 1704_30 -1.438 6.18IE-03 35.564 4.677 " 0.0566 2.541 0.748 4.357 2.413 0.96.1 1.145 4.295 1.419 0,741 37819 -2.622 7.990E-04 8.632 3.743 0.0566 2.925 0.861 8.489 3.139' r.063-1.121 8.374 2.076 0.854 55822 ,, -2.363 9.199E-04 15.362 4.086 0.0566 3.502 1.o31 15.744 3,907' 1.681, 1,277. 15~40 3.020 1.015 70231 -2.577 1.I0JE-03 35.197 4.852 0.0713 3,184 0.937 5.427 2.406 1.215 1.138 5.427 1.809 0.937 46210 -2.607 .l.S89E-03 10.635 3.726 0.0713 3.668 1.080 10.591 3,131 1.341 1.114 10.591 2.648 1.080 71086 -2.348. J.8300:-03 18.968 4.070 0.0713 4.394 1.294 19.673 3.899 2.086 1.270 19.277 3.803 1.274 98863 -2.562 2.193E-03 43.594 4.835 0.0713 4.879 J.437 30.222' 4-~87· 2.202 J.238 30.092 5.000 J'.432 117~ -2.372 2.434E-03 64.985 5.310 0.1017 4.490, · 1.322 7.560 2.391, 1.670 1,124 7.560 2.520 1.322 79397 -2.576 4.558E-03 14.486 3.690 0.1017 5.181 1.526 14.806 3.115 1.845 I.JOO 14.SC(j 3.701 .1.526 119225 -2.318 5:2600:-03 25.950 4.036 0.1017 6;217 1.631 27.594 3.8{12 2.682 1.255 27.594 5.519 1.831 158709 -2.532 6.311E-03 60.028 4.802 0.1017 6.906 2.034 42.458 4.569 3,043 1.223 42.458 7.076 , 2.034 196211 -2.343 7.013E-03 89.655 5.278 0.1285 5.650 J.664 9.393 2.376 2.077· 1.117 9.393 3.131 1.664 93747 -2.576 9.157E-03 16.196 3.679 0.1285 6.522 J.921 18.465 3.101 2.297 1,093 18.465 4.616 1.921 136211 -2.317 I.0S7E-02 32.517 4.022 0.1285 7.832 2.306 34.SCI! 3.868 3.596 1.249 34.S<li 6,902 2.306 199631 -2.531 1.269E-02 75.303 4.789 0:1285 8.704 2.56~ S3.173 4.555 3.800 l._218 53.173 8.862 2.563 256860 -2.341 1.411E-02 fl2.42J 5.264 1. Effective properties are based on all 18~gauge and lighter steel studs, track, and joists having a yield strength (Fy) of 33 ksi. All 16-gauge and heavier steel studs, track, and joists are based on a yield strength of 50 ksi. 2. The Effective section properties are determined from the total effective widths of each element in ac.cordance with the 1991 U.B.C. Standard No. 27-9. 3. Effective Ixx is based on Procedure I for deflection determination at the allowable moment (Ma). ll 0.878 0,941 0.953 0.972 0.617 0.762 0.850 0.619 0,764 0.851 0.903 0,623 0.768 0.854 0,905 0.509 0.666 0.718 0.510 0.667 0.719 0.800 0.513 0.670 0.722 0.803 0.509 0.668 0.721 0.802 11 I I --- 1 I I I I I I I:'.:·\:_ I I I I I 1- 1.~- :.<··~-/~" I I MARTIN & DUNN, INC. 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JL~ ~ 'Z-.9,u\ ,'F" t1 PRODUCT 207-l~ln: Gro!or..M"5: {11.ln Tc; 0:Ce; PHO'\E :o~~ F?.EE 1-S00-2'".l!-6S60 I I I I I I I I I I I I I I I MARTIN & DUNN, .INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB ______ ....;l,-6=-' ___ o,_:o:,_. ~-· _,_"-_·)=-Z::_· ----+1--=ll'--2.4---','-0 __ SHEET NO. ________ A._\_~--OF--~---- t.h Ul· {4-, :q--, CALCULATED BY _________ DATE---'----'/'---- ' CHECKED BY----------DATE ______ _ SCALE-'-----------~--------- C.O!,.) $/ D Er,2.. : ;..,··,, ,.. ...... ,r<- L ~ ~ ,~-~ 1~ ~ C,v/J$--e?Z-V A-Ttv E: P,..,, , ..... Lo. -n -nit, "' , I / r··;:,, --,,,~ D,,;._.,,._,,;, · r-c, -v, :::,.., ,y..__,;,_rt...,/,;."7"-'P !_ -' -;:, ~ ,.,,,..,, i;c;··-=(::;,·, ... ..1 '-"''-...., Z!. i ,-_/...• Wlt-J/'1-:::-.--\ ~ • ..,., ,-I "" :1· ::~f:.-t.fn/:;.,. _; ;i 1-·.::t.. = ~~~~-I~-:; ~ c;; ., .:f !:? s Fa-= /l. p~ '1, '38 I I, c;, Cl °'P· t;::.:.1; ,,::,,~.;, .,.... 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' I TABLE 23-111-K-BOLT DESIGNVALUES (Z) FOR SINGLE SHEAR (Two-member) CONNECTIONS1,2,3 FOR SAWN.LUMBER WITH 1/4~1NCH (6.4 mm) ASTM A 36STEELSIDE PLATE G:0.55 -G: 0.50 G:0,49 G:0,67 MIXEOMAPLE DOUGLAS DOUGLAS 1_1 ~--THICKNESS RED OAK SOUTHERN PINE FIR•LARCH FIR-LARCH (N) · ,ember l'IChes . ~. ~ 111i I ' I 21/2 3 I I 31'2 I 41'2 I !~ .• ·--:/:/ ·-.: .. : 51'2 71'2 9l'2 Jll'2 131/2 I I 1® I Steel Side Plate t, Inches ><25.4 lormm l/4 l/4 l/4 l/4 l/4 l/4 ¼ ¼ l/4 ¼ BOLT DIAMETER. lu. . ZJ. - Dlnchea lbs, ''2 670 380 5/s 840 430 3/4 1,010 490 7/s 1,180 540 I 1,350 580 ''2 850 570 51s 1,270 640 3/4 1-,580 710 7/s . \ 1,850 770 I · ·_2.110 830 ½ 850. 570 sis '1,270 750 3/4 1,800 830 7/s 2,200 900 I 2,510 970 1'2 850 570 51s 1,270 800 ¾ 1,800 960 'Is 2,420 1,040 I 2,920 1,110 51s 1,270 SQ() 3/4 1,800 1,090 7/s 2.420 1,310 I 3,140 1,400 ·.·:-:·:i:·. -::· .... ".!,..·.:-- 5/s ...,...1.i10 800 ¾ . .--· 1,800 r,o9o 7/s· 2,420 1,410 I 3,140 1,700 ':Ifs 1,270 11()() 3/4 1,800 l,O'JO ·1,8 2,420 i,4IO I 3,140 1,760 ¾ 1,8()() 1,090 1/g 2,420 1,410 I 3,140 1,760 ......... 7/s 2,420 1,410' I 3,140' 1,760 I 3,140 1,7(,0 ,;g_ ZJ. lbs. 1 1!U: ZJ. .:u . Z1 lbs,-lbs . x4.45 lor N 570 310 530• 270 520 270 710 350 660 320 650 3IO 860 390 800 360 780 350 1,000 440 930 400 920 390 1,140 480 1,060 440 1,050 430 780 440 750 390 750 380 1,100 500 l,OIO 440 990 430 1,320 550 l,2IO 490 1,190 480 1,540 610 1,410 540 1,390 520 1,760 650 1,620 590 .1,590 560 780 500 750 450 750 440 1,170 580 1,130 510 1,120 500 1,560 640 1,430,. 570• 1,410 550 1,830 700 1,670 620 1,650 600 2,090 750 1,91() 670 1,880 650 780 500 750 470 750 460 1,170 670 1,130 580 1,120 570 1,650 730 1,580• 650 1,570 630 2,120 800 1,940 7!0 1,900 680 2.420 850 2,210 760 2,180 730 1,170 710 1,130 660 1,120 660 1,650 920 1,580 820 1,570 790 2,220 l,QIO 2,130 880 2,110 850 2,880 l.o70 2,760 950 2,740 910 ···. t,. ·.:-· : :· :· ·. -j -r· 1,170 710 1,130 660 1,120 660 1,650 950 1,580 900 1,570 880 2,220 1,220 2,130 1,070 2,110 1,030 2,880 1,290 2,760 1.150 2;740 1,100 1,170 710 1,130 C,C,() 1,120 (,(,0 1,650 950 1,580 9()() 1,570 880 2,220 1,240 2,130 1,160 2,1 IO 1,140 2,8XO 1,540 2,760 1,460 2,740 1,420 1,650 950 1,580 900 l,!i70 XIIO 2,220 1,240 2,130 1,1(,0 2,1IO 1,140 2,880 1,540 2,760 1,460 2,740 1.420 2,220 1,240 2,130 1,1(,0 2,IIO 1,140. 2,880 1,540 2,760 1,4(,0 2,740 1,420 2,880 1,540 2,760 1,460' 2,740 1,420 A2.. \ G:0.46 DOUGLAS FIR (S) HEM-FIR (N) .:u. ZJ. lbs. 500 250 620 290 740 330 870 370 990 4!0 730 350 •. 940 400 ··1,120 450 1,3!0 480 1,500 530 730 4)0 1,090 460 1.:no 510 1,550 550 1,770 6IO 730 450 1,090 520 1,530 580 1,790 630 2,050 690 1,090 630 1,530 730 2,050 780 • 2,610 850 ..'.:'-:} _ . ..,, l,!JlJU b:.iU 1,530 850 2,050 940 2,660 1,030 1,090 630 1,530 850 2,050. l,Q90 2,6(,0 1,380 1,530 850 2,050 1,090 2,660 1,380 2,050 1,090 2,660 1,380 2,660 1,380 .... IO IO .i:,. C z ~ :0 :: IXI C ;= 0 z C) (") 0 0 m IO ? C -Z ~ :0 :: IXI C ;= 0 z C) 0 0 0 m I I I I I I I I I I ;:~Y·.1 \: .. :-::: I I ·1 I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 JOB ______ ___...l<:'-=-'<b"-=O:;..:l.A-tC-'-'-·..:.;::0=D ______ _ A '1.-2-sHEEr NO.-------------OF-------'~-- CALCULATED BY --------=th'--'-. 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Gwlor, M~s. 01.:ti 1c,-01det?r\O~iEiOU.fREE t-6-)."!..22:0635!1 __ I I I I I I I I I I .:\>) I I I I I I I .... I .... · .. :_..:. AZ$, OF -~--- MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. CALCULATED BY () W DATE _b ___ (-"-'q ___ l __ Phone (619) 497-2118 Fax (619) 497-0429 ~,,o 'f.: i. = 0.20 ~~1 7, '? ~ 1rz. CHECkED BY--------'-· DATE ____ _ . "7>Si~'t ~, ?,S ?C ?,0 ::. \ ,o::, [i~I '7,i.-0 Qf: \. l. · 1-l<-IV\0\ ~ l~O ~ /0,_? ==-I 0, '? . I l\ T\2.-'{ . ~ --0 SQ. f. OOll'N(..,.. \[J. :;. r \ ?0 'I! p, 'I-~ ,0 ',l c;,o -!--I I ~o '-t • J:.i --t-1, ~ ~S.u =-S> .. ~? 4 o. Sfo:::: t), l~ /L./PS. U, . i/ . . \ .. '-._ pc. /?r'7/ I 4" ,,_ I \i:) l"'\'-.:: (,,Jll) '(.. '?;..U{?. ::: l1?,~ 7of.:: /(Q.7.:: , \ ..,_ r l . 1 \ -.... I ' I: t.) L 'S.'7 OL 0 II:,,?.-O,',:= 0/6l .e_=: l.-i -r'6\ ~\r~~ /?4 b, I°:, , JZ.r ~5f?.- ~ S:, l L :::. z..:i-<.:,J~ .::. \ -.v \ '? ~~ f... 2)iooi0 3 . 0.Lf •, .. _ . '?,'i_':>1~61 "-"Q.A.WT N'Of ~runtM.. ~\-f 0(/::f)_Vkjlf}N-(.)~'[ Nc:Ml~Al A_s . ) . \\ ·'. . ' . ' . . lj'-;fz ~..:o SQ. -F-OOM~ \t:J/ b-~ it~1s. ~,WJr:1. I -,. c. ~ •" C ' ~ -N 0, ~ :. C ·-= -N C. -' 0 ~ <C -~ ", -, ~ ~ 0 -N ,> o '· , , c -N ---,. C ~ ¢ -N c. e ~ --, c -, • PRODUCi Xii·1~jlr:~ Grc1oi., /lm-Ol~i11o0rett>r PhON: iO ..... Ft!i:E ~-~::rz;:.£5:eJ I I I I I I I I I I I 1· I I I I I I I .. , : -:-:--~ -:-.~-: :: MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 9210-8 . CANTILEVERED RETAINING.WALL DESIGN-, PROJECT #960240: .LEGOLAND SITE RETAINING WALL - 4 1 HIGH (96240R04,RCW) ---WALL & FOOTlNG DATA ---- Retained Height - Wall Ht. above Soil = Toe Width = Heel Width = Total Footing ilidtn - Footing Thickness = Key Depth = 4.0Q ft 0.00 ft. '1.00 ft 2.00 ft 3.00 ft -----VERTICAL LOADS-------- Axial DL <;in Stem = 0 pl f Axial DL on Stem = 0 pl f .... Eccentrici-ty = 0.00 in Surcharge over toe = 0.0 psf Surcharge over Heel = 0.0 psf Note: Toe Surcharge Resis.ts overturning Note: Heel Surchar.ge ·Res.ists overturning Page: A20J -----LATERAL LOADS ----- Lateral Load Acting on Stem Above Soil Add'l Lateral Load Dist to Load Start Dist to Load End = = = = 0.00 psf O.OOplf 0.00 ft 0.00 ft Key Width = 12,00 in 0.-00 in Q.00 in 0.00 ft -----SOIL DATA ------ADJACENT FOOTING ----- Toe to Key Dist. = ----SLIDING CHECK----'-- Ftg/Soil Friction = Soil to Neglect = Lateral Pressure = -Passive Pressure = -Friction = Add ' l Force Required = 0.35 O.OQ in 438 # 175 # 512 # 0.0.# SUMMARY------ Pressure@ Toe = Pressure@ Heel Allowable Press. = Ecc. of resultant = Max. Shear iil Toe = Max. Shear@ Heel = Al low. Ftg Shear = Factors of Safety.: Overturning = Sliding = 684.1 psf 291.5 psf 2000 psf 2.41 in 2.06 psi -1.69 psi 93.11 psi 3.63 :1 1.57 :1 Allowable Bearing = 2000 psf Vertical Load Active Lateral = 35.0 pcf , •••• Max Press. = 0.0 pcf .••.• Slope Press. = 0.0 pcf Backfill Slope -0.0 :1 Passive Press. = 350.0 pi:f So.i l Density = 110.0 pcf Soil Ht over To·e = 0.-0.0 :in Load Eccentricity Footing Width Ftg. CL to Wall Vert. Position of Ftg • ••• Above/Below:[+/-J Spread Footing = 0.0 # = 0.00 in ~ 0.00 ft = 0.00 ft = o.o ft ? No --------------------,-._ FOOTING DESIGN --------------- Soil Press. Mult. By ACI Eq 9-1 Mu-Upward Mu-Downward Mu-Design One-W~y Shear: = = = = .Toe 958 448 105 343 Actual = 2.1 Allowable = 93.1 Cover over Rebar = 3.50 1d1 = 8.50 Ru = Mu/bd"2 = 5 .3 Heel f'c 408 psf Fy 326 ft-# Min. As Percent 562 ft-# Omit SP Under Heel -236 ft-# -----Toe 1. 7 psi 93.1 psi 3.50 in 8.50 in 3.6 psi # 4 iil 19.61 # S·iil 30.39 # 9 iil 43.14 # 7 iil 48.00 # 8 iil 48.00 # 9 iil 48.00 = 3000 psi = 60000 psi = 0.0012 ? No Heel 19.61 in o/c 30.39 in o/c 43.14 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c ----------,-----------'SUMMARY OF FORCES & MOMENTS ----------------- ----overturning Moments· --·-- Origin of Force ••• # ft ft-# Active Soil Press. = 437.5 1.67 Soil over Heel = 0 ·o Soil Qver Toe = -17.5 0.33 Sloped Soil@ Heel = 0 0 Adjacent Ftg·. Load = o.o 0.00 Surcharge Over Heel = 0 0 Surcharge over Toe = 0.0 0.00 Axial Load on Wall = 0 0 Load@ Proj. Wall = 0.0 0.00 Averaged Stem Wts. = 0 0 Added Lateral Load = 0.0 0.00 Footing Weight = 0 0 Key Weight ___ .... -= 0 0 Vertical Component of Active Pressl.fl'e (j 0 Totals = 420.0 # Resisting Totals Used For Soil Pressyre (Vert. Component of_ Act·ive Pressure Removed) V4.40 (c) 1983-96 ENERCAlC 729.2 0 -5.8 0 o.o 0 0.0 0 o~o 0 0.0 0 0 0 723.3 ft-# -----Resisting Moments----- # 0 513.3 0.0 o.o 0.0 0.0 0.0 0.0 0 500.0 0 450.0 0.0 0.0 1463.3# 1463.3 # ft 0 2.42 o.oo 0.00 o.oo 0.00 0.00 0.00 0 1.42 0 1.50 0.00 0.00 ft-# 0 1240.6 o.o o.o o.o o.o o.o o.o 0 708.3 0 675.0 0.0 o.o 2623. 9 ft-II 2623.? ft-II (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I ,. ,:·-:' :~) •,'. ·-' I I I I I I I I :[) I MARTIN & DUNN, INC. . STRUCTURAL & CIVIL ENGINEERJNG 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 CANTILEVERED -RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL -4' HIGH (96240R04.RCW) ( .•••• continued) ----STEM SUMMARY ~--- Top Stem: From 4.00 ft to Top of Wall 10.00in Concrete w/ # 4@ 12.00in, d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 12.0in Mu= 0.0 <=Mn= 6798.0ft~# Vu = 0.00 <= Vn = 93.11psi \ Interaction Value= 0.000 Second Stem From 2.00ft to 4.00ft 10.00in Concrete w/ # 4@ 12.00~n, d= 7,75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 12.0in Mu= 79.3 <=Mn= ·6798.0ft-# Vu= 0.59 <= Vn = 93.11psi Interaction Value= 0.012 Third Stem From 0.00ft to 2.00ft 10.00in Concrete w/ II 4@ 12;00in, ,d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 6.01ri Mu= 634.7 <=Mn= 6798.0ft~II Vu= ·3.60 <= Vn = 93.11psi Interaction Value= 0.093 -···-- V4.4D (c) 1983-96 ENER.CALC Page: A2;0 .GEORGE R. SAUNDERS ASSOCIATES, KWO60361 I I I I I I I I I I :-'. ::·.-/:·) · ... :.· I -·· I I I I I I I <D I MARTIN & DUNN, INC. __ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL - 6 1 HIGH (96240R06.RCW) ---WALL & FOOTING DATA --- Retained Height = 6.00 ft Wa LL Ht. above So fl . -0.00 ft Toe Width = 1.00 ft Heel Width 2.00 ft Total Footing Width --3.00 ft Footing Thickness = 12.00 in Key Depth = 12}00 in -----VERTICAL LOADS------ Axial DL on Stem = 0 plf- Axial DL on Stem = 0 pl f ... ;Eccentricity = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 0.0 psf Note: Toe Surcharge Resists Overturning Note: Heel Surcharge Resists· Overturning Page: A sl -----LATERAL LOADS-------- Lateral Load Acting on Stem Above Soil = Add'l Lateral Load = Dist to Load Start = Dist to Load End = 0.00 psf 0.00 plf 0.00 ft 0.00 ft Key Width = 12.00 in ---.----SOIL DATA------------AD;JACENT FOOTING----- Toe to Key Dist. = 1.50 ft Allowable Bearing = SLIDING CHECK Active Lateral = Ftg/Soil Friction = · 0.35 ••••. Max Press. = Soil to Neglect = 0.00 in ••••• Slope Press. = Lateral Pressure = 858 # Backfill Slope = -Passive Pressure = 700 # Passive Press. = -Friction = 74211 Soil Qensity = Add'l Force Required = 0.0 # Soil Ht over Toe = SUMMARY Pressure@ Toe = 1574.2 psf Soil ·Press. Mult. Toe Pressure@ Heel = 0.0 psf By AC! Eq 9-1 = 2204 Allowable Press. = 2000 psf Mu-Upward = 966 Ecc. of resultant = 7.23 in Mu-Downward = 105 Max. Shear@ Toe = 5.36 psi Mu-Design = 861 Max. Shear@ Heel = -5.00.psi One-Way Shear: Al low. Ftg Shear = 93.11 psi Actual = 5.4 Factors of Safety: Allowable = 93,1 Overturning = 1.95 :1 Cover over Rebar= 3.50 Sliding = 1.68 :1 'd' = 8.50 Ru= Mu/bd"2 i: 13;2 SUM.MARY OF FORCES~ MOMENTS ---Overturning Moments -- Origin of Force ••• II ft ft-II Active Soil Press. = 857.5 2.33 _ 2000.8 Soil over Heel = 0 0 0 Soil over Toe = -17_.5 0.33 -5.8 Sloped· Soil al Heel = 0 0 0 Adjacent Ftg. Load = 0.0 0.00 0.0 Surcharge over Heel = 0 0 0 Surcharge over Toe = 0.0 0.00 0.0 Axial Load on Wall = 0 0 ·o Load @ Proj. Wall = 0.0 0.00 0.0 Averaged Stem Wts. = 0 0 0 Added Lateral Load = 0.0 0.00 0.0 Footing Weight = 0 0 0 Key Weight -----= 0 ·o 0 Vertical Component of Active Pressu,,e 0 0 0 Totals _______ =--840.0 II 1995.0 ft-II R~sisting Totals Used For Soil Pressure (Vert. Component·of Active Pressure Removed) V4.4D Cc) 1983-96 ENERCA~C 2000 psf Vertica-l Load = 0.0 # 35.0 pct Load Eccentricity = o.oo in 0.0 pcf Footing Width = 0.00 ft 0.0 pcf Ftg. CL to Wall :;:, 0.00 ft o.o :1 Vert. Position of Ftg. 350.0 pcf ••• Above/Below:C+/-J = 0.0 ft 110.0 pcf Spread Footing ? No 0.00 in FOOTING DESIGN Heel 0 psf 87 ft-# 772 ft-# -685 ft-# 5.0 psi 93.1 psi 3.50 in 8.50 in 10.5 .psi II 0 770.0 0.0 0.0 0.0 9.0 0.0 0.0 0 750.0 0 450.0 150.0 0.0 2120.0 II 2120.0 # f'c Fy Min. As Percent Omit SP Under Heel ----Toe # 4 @ II 5 @ II 6 @ II 7 @ II 8 @ II 9 al 19.61 30.39 43.14 48.00 48.00 48.00 = = = ? Heel 3000 psi 60000 psi 0.0012 No 19.61 in 'o/c 30.39 in o/c 43.14 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c Resisting Moments ----- ft 0 2.42 0.00 0.00 0.00 0.00 0.00 0.00 0 1.42 0 1.50 2.00 0.00 ft-II 0 1860.8 o.o : 0.0 0.0 0.0 . 0.0 o.o 0 1062.5 0 675.0 300.0 0.0 3898.3 ft-# 3898.3 ft-# (continued on next pag,: •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I I I I I ·:: _.. \ ... ; '·.::-"' MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO~ CA 92108 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL -6' HIGH (96240R06.RCW) C. •••• continued) ----STEM SUMMARY------ Top Stem: From 4.00 ft to Top of Wall 10.00in Concrete w/ #· 4 iil 12.00in, d= 1·. 75in f'c= 3000.0psi, Fy= 60000.0psi · Wall Wt.= ~25.00psf, Bar Embed= 12.0in Mu= 79.3 <=Mn= 6798.0ft~# Vu= 0.59 <= Vn = 93.11psi ·1 Interaction Value= 0.012 Second Stem From -2.00ft· to 4.00ft 10.00in Concrete w/ # 4 fil 12.00in, d= 1 .. 75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125 .• 00psf~ Bar Embed:; 1_2.0in Mu= 634.7 <=Mn= 6798.0ft-# Vu= 3.60-<= Vn = 93.11psi Interaction Value= 0.093 Third Stem From O.O_Qft to 2.00ft 10.00in Concrete w/ # 4 fil 12.00in, d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 6.0in Mu= 2142.0 <=Mn= 6798.0ft-# Vu= 9.17 <= Vn = 93.11psi ·Interaction Value= 0.315 __ ... --- 1------------- 1 I I V4.40 (c)'19B3-96 ENERCALC ------~------ Page: A~Z... GEORGE R. SAUNDERS ASSOCIATES, KW060361 '_.,_-.:~ I I I I I I I I I I I 1· I I I I I I I .. -::_ .'\)) MARTIN & DUNN, INC. _ STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 - CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL -8 1 HIGH (96240R08.RCW) ---WALL & FOOTING DATA -------VERTICAL LOADS---- Retained Height 8.00 ft Axial DL on Stem = 0 plf Wall Ht. above Soil = 0.00 ft. Axial DL on Stem = 0 plf Toe Width = 1.00 ft •••• Eccentricity = 0.00 in Heel Width = 3.50 ft Surcharge over Toe = 0.0 psf Total Footing Width = 4.50 ft Surcharge over Heel = 0.0 psf Footing Thickness = 12.00 in Note: Toe Surcharge Resists overturning Key Depth = 12:-00 in Note: Heel Surcharge-·Res.ists Overturning Page: /\ ~~ ---------LATERAL LOADS-------- Lateral ~oad Acting on Stem Above Soil Add'l Lateral Load Dist to Load Start Dist to L:oad End = = = = 0.00 psf 0.00 plf 0.00 ft 0.00 ft Key Width = 12.bO in SOIL DATA -----ADJACENT FOOTING ----- Toe to Key Dist. = 1.50 ft Allowable Bearing = ·2000 psf Vertical Load = ----SLIDING CHECK----Active Lateral = 35.0,pcf ftg/Soi l .friction = 0-.35 ..... Max Pr.ess. = 0.0 pcf Soil to Negle~t = 0.00 in-••••• Slope Pr~ss. = O.O"pcf Lateral Pressure = 1418 # Backfi Ll Slope = 0.0 :1 -Passive Pressure = 7Cl0 # Passive Press. = 350.0·pcf -Fri ct ion = 1460 # Soil Density = 110.0 pcf Add' l Force Required = 0.0 # Soil. Ht over Toe = 0.60 in Load Eccentricity · Footing. Width Ftg. CL to Wall Vert. Position of Ftg. ••• Above/Below:C+/-J Spread Footing = = = = ? 0.0 # 0.00 in 0.00 ft 0.00 ft o.o ft No ------SUMMARY FOOTING DESIGN ------------- Pressure al Toe Pressure al Heel Allowable Press. Ecc. of resultant Max. Shear al Toe Max. Shear al Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding =· = = = = = = = = 1806.0 psf 48.1 psf 2000 psf 8.53 in 6.40 psi -16.11 psi 93.11 psi 2.51 :1 1.52 :1 Soil Press. Mult. By AC-I Eq 9'-1 = Mu-upward = Mu-Downward = Mu-Design = One-Way-Shear: Toe 2528 1173 105 1068 Heel f'c 67 psf Fy '1968 ft-# Min. As Percent 5127 f.t-# Omit SP Under Heel -3159 ft-# ----Toe # 4 al 19.61 Actual = 6.4 16.1 psi # 5 al 30.39 Allowable = 93.1 93.1 psi # 6 al 43.14 Cover over Rebar = '3.50 3.50 in # 7 al 48.00 1d1 = _8.50 8.50 in # 8 al 48.00 Ru = Mu/bd"2 = 16.4 48.6 psi # 9 al 48.00 = 3000 psi = 60000 psi =· 0.0012 ? No Heel 19.61 in o/c 30.39 in o/c 43.14 in o/c 48.00 in o/c 48.00 in o/c 48.00 in o/c ---------------SUMMARY OF FORCES & MOMl;NTS ---------------- --Overturning Moments -- Origin of Force ••• # ft ft-# Active Soil Press. Soil over Heel Soil over Toe Sloped Soil w Heel Adjacent Ftg. Load Surcharge Over Heel Surcharge over Toe Axial Load on Wall Load al Proj. WaLl Averaged Stem Wts. Added Lateral Load Footing Weight Key Weight .-.. --- Vertical Component = 1417.5 = = .. = = = = = = = = = 0 -17.5 0 0.0 0 0.0 0 0.0 .0 o,o 0 0 of Active Pressll!'e 0 Totals = 1400.0 # 3.00 0 Ci.33 0 o.oo 0 0.00 0 0.00 0 0.00 0 0 0 Resisting Totals Used. For Soil Pressµre (Vert. Component of Active Pressure Removed) V4.4D Cc) 1983-96 ENERCALC 4252.5 0 -5.8 0 o.o 0 o_.o 0 0.0 0 o.o 0 0 0 4246.7 ft-# ------~ .. -·-· -----Resisting Moments --- # .o 2346.7 0.0 o.o 0.0 0.0 0.0 0.0 0 1000.0 0 675.0· 150.0 0.0 4171.7 # 4171.7 # ft 0 3.17 0.00 o.oo 0.00 0.00 0.00 o.oo 0 1.42 0 2.25 2.00 0.00 ft-# 0 7431.1 0.0 · ·o.o 0.0 0.0 o.o 0.0 0 1416.7 0 1518.7 300.0 o.o 10666.5 ft-# 10666.5 ft-# (continued on next page •••• ) GEORGE R. SAUNOERS ASSOCIATES, KW060361 I· I I I I I I I I I I ...... I I I I I I I I ....... ·J · ... :.·,: U .. ' . . MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOL,AND SITE RETAINING WALL - 8 1 HIGH (96240R08.RCW) ( •••.• continued) ----STEM· SUMMARY---,--- Top Stem: From 4.00 ft to Top of b'all 10.00in Concrete w/ # .4@ 12.00in, d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf,. B11r Embed= 12.0in Mu= 634.7 <=Mn= 6798,0ft~# Vu= 3.60 <= Vn = 93.11psi ' Interactic;m Value = 0.093' Second Stem From · 2.00ft tci 4.00ft 10.00in Concrete w/ # 4@ 12.00in, d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi b'all Wt.= 125.00psf, Bar Embed= 12,Qin Mu= 2142.0 <=Mn= h798.0ft-# Vu= 9.17 <= Vn = 93.11psi Interaction Value.= 0.315 Third Stem From 0,00ft to 2.00ft 10.00in Concrete w/ # 4@ 12.00in, d= 7.75in f'c= 3000.0psi, Fy= 60000.0p$i Wall Wt.= 125.00psf; Bar Embed= 6.0in Mu= 5077.3 <=Mn= 6798.0ft-# Vu= 17.30 <= Vn = 93.11psi Interaction Value= 0.747 --·--- V4.4D (c) 1983-96 ~NERCALC. Page: A, 34 GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I I 1· I I I I I I I : _-. ·:,. . . . ~ .. MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT S:CJITE 400 SAN DIEGO, CA 92108 - CANTILEVERED RETAINING WALL DESIGN PROJECT #960240:. LEGOLAND SITE RETAINING WALL -10' HIGH (96240R10.RCW) WALL & FQOTING DATA VERTICAL LOADS Retained Height = 10.00 ft Axial DL on Stem = Wall Ht. above Soil = 0.00 ft. Axial DL on Stem = Toe Width = 1.00 ft •••• Eccentricity = Heel Width = 5.50 ft Surcharge over Toe· = Total Footing Width = 6.50 ft Surcharge over Heel = Page: A~? LATERAL LOADS 0 p(f Lateral Load Acting on 0 plf Stem Above Soil = 0.00 psf 0.00 in Add'l Lateral Load = 0.00 plf .0.0 psf Dist to Load Start = 0.00 ft 0.0 psf Dist to Load End = 0.00 ft Footing Thickness = 12 •. 00 in Note: Toe Surcharge Resists Overturning Key Depth = 18.00 in Note: Heel surcharge Resists overturning Key Width = 12.00 in ·soiL DATA ADJACENT FOOTING Toe to Key Dist. = 1.50 ft Allowable Bearing = 2000 psf Vertical Load = 0.0 # SLIDING CHECK Active Lateral = 35.0 pcf Load Eccentri cfty = 0.00 in Ftg/Soil Friction = .0.35 •••.• Max Press. = 0.0 pcf . Footing Width -0.00 ft Soil to Neglect = 0.00 in ••••• Slope ·press. = 0.0 pcf Ftg. CL to Wall = 0.00 ft Lateral Pressure = 2118 II -BackfH l Slope ·=' 0.0 :1 Vert. Position of Ftg. -Passive Pressure = 1094 # Passive Press. = 350.0 pcf ••• Above/Below:C+/-J = o:o ft -Friction = 2654 # Soil Density -110.0 pcf Spread Footing ? No Add' l Force Required· = 0,0 II Soil Ht over Toe = o.cio in SUMMARY FOOTING DESIGN Pressure iil Toe = 1965.6 psf Soil Press. Hult. Toe Heel f'c = 3000 psi Pressure iil Heel = 367.8 psf By ACI Eq 9-1 = 2752 515 psf Fy = 60000 psi Allowable Press. = 2000 psf Mu-Upward = 1319 11435 ft-# Min. As Percent = 0.0012 Ecc. of resultant = 8.90 in Mu-Downward = 105 19056 ft-# Omit SP Under Heel ? No Max. Shear ii) Toe = 7.12 psi Mu-Design = 1214 -7620 ft-# Toe Heel Max. Shear~ Heel = -21.50 psi One-Way Shear: II 4 ii) 19.61 8.84 in o/c Allow. Ftg Shear = 9~.11 psi Actual 7.1 21.5 psi # 5 iil 30.39 13.71 in ,o/c Factors of safety: Allowable = 93.1 93.1 psi II 6 iil 43.14 19.46 in o/c overturning = 3.45 :1 Cover over Rebar= 3.50 3.50 in II 7 I!) 48.00 26.53 in o/c Sliding = 1.17 :1 'd'" = 8.50 8,50 in # 8 iil 48.00 34.94 in o/c Ru= Mu/bd"2 = 18.7 117.2psi # 9 iil 48.00 44.22 in o/c SUMMARY OF FORCES & ~OMENTS ----Overturning Moments -- Origin of Force ••• II ft ft-# Active Soil Press. Soil over Heel Soi l over Toe Sloped Soil iil Heel Adjacent Ftg. Load surcharge over Heel Surcharge over Toe Axial Load on Wall Load iil Proj. Wall Averaged Stem Wts. Added Lateral Load Footing Weight Key Weight __ , ___ _ Vertical Component = 2117.5 0 -17.5 0 0.0 0 o.o 0 o.o 0 o.o 6 0 = = = = = = = = = = = of Active Pressllf>e 0 Totals = 2100.0 # 3.67 0 0.33 o_ 0.00 0 0.00 0 0.00 0 0.00 0 0 0 Resisting Totals Used For Soil Pressure (Vert. Component of Active. Pr~ssure Removed) V4.4D Cc) 1983-96-ENERCALC 776!+.2 0 -5.8 0 0.0 0 o.o 0 o.o 0 o.o 0 0 0 7758.3 ft-# ----.Resisting _Moments ---- II 0 5133.3 o.o o.o 0.0 o.o 0.0 0.0 0 1250.0 0 975 .• 0 225.0 0.0 7583.3 # 7583.3 # ft 0 4.17 0.00 0.00 0.00 o.oo 0.00 0.00 0 1.42 0 3.25 2.00 0.00 ft-# 0 21388.9 0.0 0.0 0.0 o.o · 0.0 0.0 0 1770.8 0 3168.7 450.0 0.0 26778.4 ft-# 26778.4 ft-II (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I .·.-::._,_ ~ ·.-: : . .. . ·· I ,. I I I I I I :.JJ I MARTIN & DUNN, INC.. . . STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: .LEGOLAND SITE RETAINING WALL -10' HIGH (96240R10.RCW) C. •••• continued) ----STEM SUMMARY---- Top Stem: From 4.00 it to Top of Wall 10.00in Concrete w/ # 4 al 12.00i.n, d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 12.0in Mu= 2142.0 <=Mn= 6798.0ft~# Vu= 9.17 <~ Vn = 93.11psi 1 Interaction Value= 0.315 Second Stem From 2.00ft to 4.00ft 10.00in Concrete w/ # 4 al 12.00fo, d= 7.75in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 12.2in Mu= 5077.3 <=Mn= 6798.0ft-# Vu= 17.30 <= Vn = 93.11psi Interaction Value = O. 747 · Third Stem From 0.00ft to 2.00ft 10.00in Concrete w/ # S &112 •. 00in, d= 7.69in f'c= 3000.0psi; Fy= 60000.0psi Wall Wt.= 12S.OOpsf, Bar Embed= 9.2in Mu= 9916.7 <=Mn= 103Q2.3ft-# Vu= 28.24 <= Vn =· 93.11psi Interaction Value= 0.963 ------- V4.4D (c) 1983-96 ENERCALC Page: f-\.?f..cJ_ GEORGE R. SAUNDERS ·ASSOCIATES, KW060361 I I I I I I I I I I , ... _.:_::j •• ••• J I I I I I I I I tD I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENG'INEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL -12' HIGH (96240R12.RCW) ---WALL & FOOTING· DATA --- Retained Height = Wall Ht. above Soi l = Toe Width = Heel Width . Total Footing Width = Footing Thickness = Key Depth -- 12.00 ft o.oo ft, 2.00ft 6.00 ft 8.00 ft ----VERTICAL LOADS ---- Axial DL on Stem - O plf Axial DL on Stem = Oplf .... Eccentricity = 0.00 in Surcharge over Toe = 0.0 psf Surcharge over Heel = 0,0-psf Note: Toe Surcharge Resists Overturning Note: Heel Surcharge Resists Overturning Page: A~1 -----LATERAL LOADS ----- Lateral Load Acting on Stem Above Soil Add'l Lateral Load Dist to Load Start Dist to Load End = = = = 0.00 psf O.OOplf o.oo ft 0.00 ft Key Width = 12.00 in 18.'oo in 12. 00 in -----SOIL DATA,...._------_..,... ADJACENT FOOTING----- Toe to Key Dist. = 2.00 ft ----SLIDING CHECK ---- Ftg/Soi l Friction = Soil to Neglect = Lateral Pressure = -Passive Pressure = -Friction = Add' l Force Required = 0.35 · · 0.00 in 2958 II 1094 # 3411 # o.o # -----SUMMARY ...... ----'--- Pressure al Toe · Pressure al Heel Allowable Press. Ecc. of resultant Max. Shear al Toe Max. Shear al Heel Allow. Ftg Shear Factors of Safety: Overturning SL iding = = ~ = i:: = = = 1.767.6. psf 668.7 psf ·2000 psf 7.22 in 27. 10 psi --30.30 psi 93.11 psi 3.59 :·1 1.52 :1 Allowable Bearing = Active Lateral = ..... Max Press. = ••••• Slope Press. = Backfill Slope = Passive Press, = Soil Density = Soil Ht over Toe = 2000 psf Vertical Load = 35.0 pcf 0.0 pcf 0.0 pcf 0.0 :1 350.0 pcf 110.0 pcf 0.00 in Load Eccentricity Footing Width Ftg. CL to Wall Vert. Position of Ftg. ••• Above/Below: C+/-J Spread Footing = = = = ? 0.0# 0.00 in 0.00 ft 0.00 ft o.o ft No -----------------FOOTING DESIGN ------------- Soil Press •. Hult. By ACI Eq 9-1 = Mu-Upward Mu-Downward Mu-Design One-Way Shear: = = = Toe 2475 4693 420 4273 Heel f'c 936 psf Fy ')6915 ft-# Min. As Percent 27469 ft-# Omit SP Under Heel -10553 ft-:# ----Toe .# 4 al 15.94 Actual = 27.1 30.3,psi II 5 al 24. 71 Allowable = 93.1 ·93.1 psi II 6 al 35.07 Cover over Rebar = 3.50 3.50 in II 7 al 47.83 1d1 ::; a.so a.so in II 8 al 48.00 Ru= Mu/bd"2 --65.7 162.3 psi II 9@ 48.00 = 3000 psi = 60000 psi = 0.0012 ? No Heel 7.06 in o/c 10.94 in o/c 15.53 in o/c 21.18 in o/c 27.88 in o/c 35.29 in o/c --------------'---SUMMARY OF FORCES & MOMENTS -~------------ ---Overturning Moments--· - Origin of Force ••• II ft ft-# Active Soil Press. Soil over Heel Soil over Toe Sloped Soil@ Heel Adjacent Ftg. Load Surcharge Over ·Heel surcharge over Toe Axial Load on Wal~ Load al Proj. Wall Averaged Stem Wts. Added Lateral Load Footing Weight Key Weight ------ Verti ca·l Component -. 2957.5 0 -17.5 ,, 0 = = .. = = = = = = = = 0.0 0 0.0 0 0,0 0 Q.O 0 0 of Active PressUPe 0 Totals = 2940.0 II 4.33 0 0.33 0 0.00 0 o.oo 0 0.00 0 0.00 0 ·o 0 Resisting Totals -Used For Soil Pressur~ (Vert. Component of Active Pressure Removed) V4.4D (c) 1983-96 ENERCALC 1281S.8 0 -5.8 0 0.0 0 0.0 0 0.0 0 0.0 0 0 0 12810.0 ft-# ----Resisting Moments --- II 0 6820.0 0.0 0.0 0.0 o.o o.o o.o 0 1500.0 0 1200.0 . 225.0 o.o 9745.0 # 9745.0 II ft 0 5.42 0.00 0.00 0.00 0.00 0.00 0.00 0 2.42 0 4.00 2.50 0.00 ft-II 0 36941.7 0.0 o.o 0.0 o.o -0.0 o.o 0 3625.0 0 4800.0 562.5 o.o 45929. 1 ft-# 45929 .1 ft-II (continued on next page •••• ) GEORGE R. SAUNDERS ASSOCIATES, KWO6O361 I I I I I I I I I I :-7:\ :_::: . ..,.1 I I I I I I I I .-.::~.-.\ ·u ··- I MARTIN & DUNN, INC. . _ STRUCTURAL & CIVIL ENGINEERING 7801-MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92-108 -. CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL -12 1 HIGH (96240R12.RCW) ( .•••• continued) ----STEM SUMMARY ---- Top Stem: From 4.00 ft to Top of Wall 10.00in Concrete w/ # 4 iil 12.00in, d= 7.56in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 12.Sin Mu= 5077.3 <=Mn= 6627.0ft-D Vu = 17.81 <= Vn = 93.11"psi ' Interaction Value·= 0.766 Second Stem From 2.00ft to 4.00ft 10.00in Concrete w/ # 5 iil 12.00in, d::: 7.'56fo f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 20.1in Mu= 9916.7 <=Mn= 10121.0ft-# Vu= 28.79 <= Vn = 93.11psi Interaction Value= 0.-980 Third Stem From 0.00ft to 2.00ft 10.00in Concrete w/ # 7 iil 12.00in, d= 7,56in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 12.1in Mu= 17136.0 <=Mn= 18819.0ft-# Vu= 42.39 <= Vn ~ 93.11psi Interaction Value= 0.911 .... -.. -... - V4.4D Cc) 1983-96 ENERCALC. Page: A~?;; GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I : :: --~:-~) . · .. -..... I I I I I 1- I 1 ·:·0 I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER.CT SUITE 400 SAN DIEGO, CA 92108 Page: AY~ CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL -14' HIGH (96240R14.RCW) ---WALL.& FOOTING DATA --- Retained Height = 14.00 f.t Wall Ht. above Soil = 0.-00 ft Toe Width = 2. 50 ft Heel Width = 8.00 ft Total Footing Width = 10.50 f.t Footing Thickness = 12.00 in Key Depth = 18.00 in Key Width = 12.00 ih Toe to Key Dist. = 3.00 ft ----SLIDING CH.ECK------,---,- Ftg/Soil Friction = Soil to Neglect = Lateral Pressure' = -Passive Pressure = -Friction = 0.35' b.00 in 3938 # 1094 fl 5105 fl Add'l Force Required -----SUMMARY------- = 0.0 fl Pressure al Toe Pressure iii Heel Allowable Press. Ecc. of resultant Max. Shear al Toe Max. Shear iii Heel Allow. Ftg Shear Factors of Safety: Overturning Sliding = = = = = = = = - 1702.9 psf 1075.5 psf 2000 psf 4. 74 in 36.87 psi -37.37 psi 93.11 psi 4.60 :1 1.57 :1 ----\iERTlCAL LOADS------ Axial -DL on Stem = 0 plf Axial DL on Stem = 0 plf .... Eccentricity = 0.00 in surcharge over Toe = 0.0 psf surcharge over Heel = 0.0 psf Note: Toe Surcharge Resists Overturning Npte: Hee( surcharge Resists -overturning- -----LATERAL LOADS ----- Lateral Load Acting on Stem Above Soil Add'l Lateral Load Dist to Load Start Dist to Load End = = = = 0.00 psf 0.00 plf 0.00 ft 0.00 ft -----SOIL DATA -----ADJACENT FOOTING ----- Allowable Beardng. = 2000 psf Vertical Load = 0.0 # 0.00 in , 0.00 ft 0.00 ft Active Lateral =· 35.0 pcf Load Eccentricity Foot.fog Width Ftg. CL to Wall ••••• Max Press. ..... Slope Pr·ess. Backfill Slope Passive Press. Soil Density Soit Ht ·over Toe =· = = = - = a.a pcf 0.0 pct O·.O :1 350.0 pct Vert. Position of Ftg. ••• Above/Below:C+/-J. 110.0_pcf Spread Footing 0.00 in = = = = ? o.o ft No --------------FOOTING DESIGN --------------- Soil Press. Mult. By ACI Eq 9-1 Mu-Upward Mu.,.Do.wnwar-d Mu-Design One-Way Shear: = = = Toe 2384 7232 656 6576 Heel f'c 1506 psf Fy 43799 ft-II Min. As Percent 60760 ft-# Omit SP Under Heel -16961 ft-II ----Toe fl 4 al 10.28 Actual = 36.9 37.4 psi # 5 al 15.94 Allowable = 93.1 93.1 psi 11· 6 al 22.62 Cover over Rebar= 3.50 3.50·in # 7 lil 30.85 1d1 = 8.50 8.50 in # 8@ 40.62 Ru = Mu/bd"2 = 101 .1 260.8 psi fl 9 al 48.00 = = = ? Heel 3000 psi 60000 psi 0.0012 No 5.12 in o/c 7.94 in o/c 11.26 in o/c 15.36 in o/c 20.22 in o/c 25.60 in o/c ---------------SUMMARY OF FORCES & MOMENTS --------------- --Overturning Moments--------Resisting Moments---- Origin of Force •.• # .ft ft-# fl Active Soil Press. = Soil over Heel = Soil over Toe = Sloped Soil al Heel = Adjacent Ftg. Load = Surcharge Over Heel - Surcharge over Toe = Axial Load on Wall = Load al Proj. Wall = Averaged Stem Wts. = Added Lateral Load = Footing Weight = Key Weight -····--= Vertical Component. of Active PressUFe 3937.5 .0 -17.5 0 o.o 0 0.0 0 0.0 0 O.Q 0 0 .o Totals = 3920.0 II 5.00 0 0.33 0 o·.oo 0 0.00 0 0.00 b 0.00 0 0 0 Resisting Totals Used For Soil Pressure (Vert. Component of 'Active Pressure Rel!lOved) V4.4D Cc) 1983-96. ENERCALC 19687.5 0 -5.8 0 0.0 0 o.o () 0.0 0 o.o a Q 0 0 11036.7 0.0 o.o o.o 0.0 0.0 o.o 0 1750.0 0 1575.0 225.0 0.0 19681. 7 ft-# 14586. 7 # 14586. 7 fl ft 0 6.92 0.00 0.00 0.00 a.co 0.00 O.QO 0 2.92 0 5.25 3:50 O.bO ft-# 0 76336.9 0.0 0.0 0.0 0.0 0.0 0.0 0 5104.2 0 8268.7 787.5 0.0 90497 .3 ft-II 90497 .3 ft-II (continued on next page •••• ) G~ORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I •":°:"-. -}\) I 1· I I I I I I ·:-3 :.:.-.:: I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA. 92108 . CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING WALL~ 14' HIGH (96240R14.RCW) ( •••.• continued) ----STEM SUMMARY ---- Top Stem: From 4.00 ft to Top of Wall 10.00in Concrete w/ # 8 al 12.00in, d= 7.44-in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Emb~d= 12.8in Mu= 9916.7 <=Mn= 23678.7ft·# Vu= 29.33 <= Vn = 93.11psi 1 Interaction Value= ·0.419 Second Stem Fro_m 2.00ft to 4.00ft 10.00in Concrete w/ # 8 al 12.00in, d= 7.44ih f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf, Bar Embed= 23.0in Mu= 17136.0 <=Mn= 23678.7ft-# Vu= 43.17 <= Vn = 93.11psi Interaction Value= d.724 Third Stem From 0.00ft to 2.00ft 10.00in Concrete w/ # 9 al 12.00in, d= 7.44in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 125.00psf~ Bar Embed= 16.0in Mu= 27211.3 <=Mn= 29043.Sft-# Vu= 59.68 <= Vn = 93.11psi Interaction Value= 0.937 V4.4D Cc) 1983-~6 ENERCALC Page: A4<J GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I ·\{) I 1· I I I I I I i9 I MARTIN & DUNN, INC. STRUCTURAL & CIVIL ENGINEERING 7801 MISSION CENT~R CT SUITE 400 SAN DIEGO, CA 92108 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240.: LEGOLAND SITE RETAINING WALL -16' HIGH (96240R16.RCW)· WALL & FOOTING DATA VERTICAL LOADS Retained Height = 16.00 ft Axial DL on Stem = Wall Ht. above Soil = 0.00 ft-Axial DL on Stem = Toe Width = 3.50 ft .••• Eccentricity = Heel Wicjth = 8.00 ft surcharge over Toe = Total Footing Width = 11.50ft surcharge over Heel = 0 plf 0 plf 0.00 in 0.0 psf 0.0 psf Footing· Thickness = 16 •• 00 in Note: Toe Surcharge Resists Overturning Key Depth = 24.00 in Note: Heel Surcharge Resists Overturning Key Width = 12.00 in SOIL DATA Toe to Key Dist. = 4.17 ft Allowable Bearing = 2000 psf SLIDING CHECK Ac1:ive Lateral = 35.0 pcf Ftg/Soil Friction = 0.35 ••••• Max P-ress. = 0.0 pcf Soil to Neglect = 0.00 in ••••• Slope Pre~s. -0.0 pcf Lateral Pressure = 5258 II Backfill Slope = 0.0 :1 -Passive Pressure = 1944 II Passive Press. = 350.0 pcf -Friction = 6062 II Soil Density = 110.0 pcf Add' l Force Required . = 0.011 Soil Ht over Toe = 0.00 in Page: f\/Jr\ LATERAL LOADS Lateral Load Acting on Stem Above Soil = 0.00 psf Add'l Lateral Load = O.OOplf Dist to Load Start = 0.00 ft Dist to Load End = o.oo ft .ADJACENT FOOTING Vertical Load = 0.0 II Load Eccentricity = 0.00 in Footing Width = 0.00 ft Ftg. CL to Wall = 0.00 ft Vert. Position of Ftg. ••. Above/Below:C+/-J = 0.0 ft Spread Footing ? No SUMMARY FOOTING DESIGN Pressure iil Toe = 1831.3 psf Soil Press. Mult, Toe Heel f'c = 3000 psi Pressure·@ Heel = 1180.9 psf By AC! Eq 9-1 = 2564 1653 psf Fy = 60000 psi Allowable Press. = 2000 psf Mu-Upward = 15138 45030 ft-# Min. As Percent = 0.0012 Ecc. of resultant = 4.97 in Mu-Downward = 1715 67228 ft-# Omit SP Under Heel ? No Max. Shear @ Toe = 35 .83 psi Mu-Design = 13423 -22198 ft-# Toe Heel Max. Shear iil Heel = -33.96 psi One-Way Shear: II 4@ 7.42 4.80 in o/c Allow. Ftg Shear = 93.11 psi Actual = 35.8 34.0 psi II 5 iii 11.50 7.44 in o/c Factors of Safety: Allowable = 93.1 93.1 psi II 6@ 16.32 10.56 in o/c overturning-= 4.04 :1 Cover over Rebar= 3.50 3.50 in II 7 al 22.25 14.40 in o/c Sliding = 1.52 :1 '-d' = 12.50 12.50 in II 8 ii) 29.30 18.96 in o/c Ru= Mu/bd"2 = 95.4 157.9psi II 9 iii 37.09 24.00 in o/c SUMMARY OF -FORCES & MOMENTS ---overturning Moments --- Origin of Force ••• II ft Active Soil Press. = 5257.8 5.78 Soil over Heel = 0 0 Soil _over Toe = -~1.1 0.44 Sloped Soil iii Heel = 0 0 Adjacent Ftg. Load = o.o o;qo Surcharge Over Heel = 0 0 Surcharge over Toe = 0.0 0.00 Axial Load on Wall = 0 0 Load iil Proj. Wall = 0.0 0,00 Averaged Stem Wts. = 0 0 Added Lateral Load = 0.0 0.00 Footing Weight ___ = 0 .0 Key Weight = 0 0 Vertical Component of Active PressuPe 0. 0 -------------Totals = 5226. 711 Resisting Totals Used For Soil Pressure (Vert. Component of Active_Pressure Removed) V4.4D (c) 1983-96 ENERCALC ft-# 30378.3 0 -13.8 0 0.0 0 0.0 0 o.o 0 0.0 0 0 0 30364.4 ft-# -----Resisting Moments----- JI 0 12320.0 0.0 0.0 0.0 o.o 0.0 0.0 0 2400.0 0 2300.0 300.0 o.o 17320.0 JI 17320.0 II ft 0 8.00 0.00 o.oo 0.00 0.00 o.oo 0.00 o_ 4.00 0 5.7.5 4.67 0.00 ft-II 0 98560.0 0.0 0.0 0.0 0.0 0.0 0.0 0 9600.0 0 13224.9 1401.0 o.o 122785. 9 ft-# 122785.9 ft-# (continued on next page •••• ) GEORGE R. SAUND~RS ASSOCIATES, KII060361 I I I I I I I I I I ·=---. ,.· ... ~ ·.:·i.~-:} I 1· I I I I· 1·· ::.) I ', ... -..,~~:·· I --- MARTIN & DUNN, INC. STRUCTURAL & 'CIVIL.ENGINEERING 7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 9210·8 CANTILEVERED RETAINING WALL DESIGN PROJECT #960240: LEGOLAND SITE RETAINING IIALL -16' HIGH (96240R16.RCII) ( ••••• continued) ----STEM SUMMARY --,---- Top Stem: From 4.00 ft to Top of I/all 12.00in Concrete w/ # 6 a 12,00in, d= 9.38in f'c= 3000.0psi, Fy= 60000.0psi Wall Wt.= 150.00psf, Bar Embed= 23.8in Mu= 17136.0 <=Mn= 1,nos.Btt-n Vu = 33.28 <= Vn = 93.11psi \ Interaction Value= 0.968 Second Stem From 2.00ft to 4.00ft 12.00in Concrete w/ # 8 a 12 •. 00fo, d= 9.38in f'c= 3000.0psi, Fy= 60000.0psi I/all llt,= 150.00psf,, Bar Embed= 28.9in Mu= 27211.3 <=Mn= 30566.Sft-# Vu= 46.21 <= Vn = 93.11psi Interaction Value= 0.890 Third Stem From 0.00ft to 2.00ft 12.00in Concrete w/·#10 a 12.00in, d= 9.38in f'c= 3000.0psi, Fy= 60000.0psi Wall llt.= 150.00psf, Bar Embed= 16.Ain Mu= 40618.7 ~=Mn= 46441.0ft-# Vu= 61.25 <= Vn = 93.11psi Interaction Value= 0.875 __ .. ---· V4.4D (c) 1983-96 ENERCALC Page: A4 "I- GEORGE R. SAUNDERS ASSOCIATES, KW060361 I I I I I I I I I I -~··.-.. ... ·-~-) I I I I I I I - ~ .:·.:\·~ I ·-:.·:= MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (6i9) 497-2118 Fax (619) 497-0429 Wli--lO. p ~ C'.e. ~ i~ T JOB L €(:;O l ~N'() " ,1.., SHEETNO.-.,-----,--t,,---'f-'-~~· OF ____ _ CALCULATED BY /) (N DATE 1 \ C'7 ----~.,.--~"""-'---- CHECKED BY ______ ~ DATE ___ _ Ce = \,O(o (p1e · C.) c'O -:: \,4 Q'? ;. (2. C;>/4-t:;o~) p::: \rV~-,(!,4-?((2-..6 i/ ::.-[~.'7 /Sf C'2-l nCA<.... CDti0 ntor-) e_ lN-reP-\.qe_ j6'0':>'f ~ Q\)f_vf'.! P ~ t'B, 1 Kf cJ::J_:vH/2-) -f--(rn, 0 A"Jz) -z '3d)O ~ @ G,{2a}]'/'(? '-1"-ll-\tU·, A:;:. z. ;4 () Sib s 1=· :;·:o 'I. 4,'?f;:, =-szs A ~ 2. ~'/, t; ~ 0 /7Z'?'I/, '?·=-I, 1 '=' b ~ / ,t; r c\:::: Lz? ( 1-1-J \ + 4?~/1) = 4.b'" 1 ,t 4.? Sfr? fJf. . . 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JOB . l& (<{) l-A-fcl D C~BAD · Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. _______ l\...c.-_1t_G,_-__ OF __ .4-'-, -~---- CALCULATED BY _ __,_R_1.;_f._Vi__,_t_,,.F:;_·~---DATE _--<.=J_::;~-·.c..../'..l...;;:\c'::=--_' '1,_' ')..;_1 - Phone (619) 497-2118 Fax (619) 497-0429 CHECKED BY __________ DATE _____ _ ~ }s Pie .<£. \:01?. Y-1.00J) "r \):\ (,:-y~)tf S D 09Z-J-.,,11J~ /)<,kbW S'r;.r-c.v, C,t[, Lo~-;:) f r£,-..;S .,0/J LI'-' vi€ ;1'ro {§') t--.r C f-':--::,'/L W/{l,-1 A FR~ b:J~ i:).'S-'!'frJCt: :-;-(7.<.:.-,,,;C,1... /,..;:, ;.J i_,,,: :'-·GG.-D l-< .,-1 ~ f~ ~ "3 Dt>b f'S) 6:trtO 6/Z. (?;.? {_/)1>:1;;1,-,r..,.) /'I r.1.: O,% f2> ?c ~ ft Ao (-z. 2 ~ CTf) 11 I ~ e I ;if~:;. /:>,?k-:f~; ~')?.,c;>tfJl/, S'[:f2V( u =-'3 ':{, 5' y,. . ::: !<:ft I u . /,,Ji >.-/, l( (;,. SJ-.;/.,..£ ) ! ?. '' w,J.. G,ln . ., .... ) (A/.1.§'"{,,1.,c s 'f &'EL ', fs. ~ () • q Ab f; .r: 0, '1 x , !f½r1 ~ X Go V· -: !, '1. .:= I?, b ~ use /2. ',LlfS A~ )(J/..A'w 9.:,,ruJ?(G y~,k,.) ,f&,.,,_n-01--' ' . -. -h ..., "" .r ~ I• C:,. -0:-. ~ -Z '-" d-.._, c:l -t,, t<;, S: 0:, \:1 t"-~ .. C\t r-->t, ,:: I, I': -N e":. "a" ob ,:: >• =:, -~ t? -,r .::, •-;:: -<"~ ~ -,, ~, ~ ._ I I I I I I I I I I I I I I I I I I I SUBJECT Gravity and Lateral Loads Roof Framing Columns Lateral Analysis Roof Diaphragms Shear Walls Foundation Design SECTION B WEST COMPLEX INDEX SHEET NO. 81 82-B22 823-625 826-827 828-836 837-844 845-860 -:I.~ :. !> ·._-:_: O:'.I i:I -'.:I :·1 ;:I ·--1 :I ·' =1,/~)--· . ---~ ·1 .I I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA. 92108 Phone (619) 497-2118 Fax (619) 497-0429 '\ 1 .: : GP?F-/,A.:;;;)rcy?~ t:>~l,,o~ (6 / t.l · P-.~qc wj b/t-,,ArV f5t_ :, I cf' T ~ tb f' /.Af'.vO , ~¼,. a, ti:-I t--J.S v c.A-Tlo,-.J rtiP6 IYJ/:3:u i1J1-<1,1..,, loMt;, - 11../ p I c.-1-'<{__.,, Gl--,T f149;!-. /11 fl.A<'> I&-, !/J I tv (.) 7 0 r·rtf '1-i ..e.-¥-F' , C.. p :;-. 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SHEET NO. ---,.---,-------'-'-f2--,--OF _____ _ CALCUl:.ATED 8Y _______ ti,-'---_ DATE _q_._,Z_q ___ ,--'-~-'-7 __ CHECKED BY.----------DATE _____ _ SCALE_____._N_.=.e-:;..=.....r....;.-_Co-".rn'-'-'-'-e-· cii;y---'-'' _:-=B..;;;.Zl..:..;8;;...._ ______ _ ? : • ~ : .: ~ • . • • 'l lftx'D ST-A).) D (__ tJ ' (i-lJ 0 "20/"E,/P:-t-J . I /o "SfM e. 4-' CJ, C.' Pl. /6 f7?F /4-11 T.Jf /Bs c C3cfe;1o.c. J 4-11 1.J I I ? s c. e 1-e)1vc.- ,,_, I /'N-¥.. . fqZ_ I~ li.J I I O 5 C tZ f--E;;> II O, c.... to ~CP <Gf?A-1--) t 4-'t -r.; I; ss c.. r3.. f&:>'1 o. c., Pv 8 L I e,., To I t..e'"T tee.~ ( .::;,o ,.rr H-crv D) )8>1 St?rt-1',..) j.[f 1.J 1 j'b SC 8.tf-~11o e-(mA-X.) ~c, ~ s : I 4-11 I J / / ?~ V I A I/ -. ' I f ,.. .-,,. i(;.t /-.....! 1 '-,!:;l .. ":;;> ;.....,o R.-= /51!.P #-< 1-ld&o-:efF' , svnPSoD 1 m1T3St~ ,op !={b, H(;:;,f!., /<.-=-· )"Jof..,, 1f < 'lC,~o #" 5trriP:SoN 1 ((/IT 4r4·1 1DP P-1,..t;.-,,· f-j6fe_, l!:~m~~~Cu':!'!: • Foqd Stand Joists West Complex 14" i Jl®/55C JOIST@ 48.0" o/c --------- TJBEAMD 1001 9/29/97 9:38:37 AM Page 1 ot1 Build Code: 041 ·,~ .... · .. · THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: O Roof Slope: o i:::·. ·: ~----------~-------~-'-''--------'---~ I I I I ------~---~---23'~~~-----~-------<> All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting-ROOF Appli9ation. Loads(psf): 20-Live at 125% durc1tion, 18 Dead SUPPORTS: INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 Glulam, HT 5.25" Hanger Left Face 920 I 828 / 17 48 · 2 Glulam, HT 5.25" Hanger 'Right Face 920 f 828 / 17 48 -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. SIMPSON STRONG-TIE CONNECTORS® REVERSE T.F. MODEL SLOPE SKEW .FLANGES OFFSET NIA No T.F. SLOPE 0 Left Top ITT414 0 I Right Top ITT414 0 DESIGN CONTROLS: No No NIA No 0 FACE 2-160 2-16D NAILING TOP 4-16D 4-16D MEMBER 2-N10 2-N10 MAXIMUM DE'SIGN ALLOW. CONTROL LOCATION I Shear(lb) 1681. 1681 2656 Passed(63%) Reaction(lb) 1681 1681 1681 Passed(100%) Moment(ft-lb) 9301 9301 13650 Passed(l;i8%) LT. end Span 1 under Roof loading Bearing 1 under Roof loading MID Span 1 under Roof loading MID Span tunder Roof.loading MID Span 1 under Roof loading Live Defl.(in) 0.537 0.738 Passed(U494) --.-. Total Defl.(in) 1.0~0 1.106 Passed(U260) · IL:·: -Deflection Criteria: STANDARD(LL:U360, TL:U240). I I I I I ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from s9ftwaredeveloped by Trus Joist MacMillan(TJM). T JM warrants the sizing of its products by this software wiU-be accomplished in accordance with T J M product design criteria and 9ode accepted design values. The specific product application, input desigh loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier or T J M technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS.ANALYSIS. -Allowable Stress Design methodology was used for Building Code U!;3C analyzing the TJM Custom product listed above. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailec;l otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. I PROJECT INFORMATION Legoland 960240 . OPERATOR INFORMATION: Martin & Dunn, Inc. Tracie Bockhorst TMS I Beginning 7801 Mission Center Court, Suite 400 San Diego, CA 92108 619-497-2118 .. 619-497-0429 . ,right -t:> 1997 by Trus Joist MacMillan, a limited partnership, ·Boise, Idaho, USA. TJ-:eam™ is a trademark cf Trus Joist MacMillan. 'IMP SON STRONG-TIE CONNECTORS® is a registered .tradema~~ of. SIMPSON STRONG-TIE COMPANY, INC. T J,3 ;s a registered trademark of Trus Joist MacMillan. I ---~-. -~lmt,N~}I~. T J.Beam"' v5.03 Serial Number. 707203613 TJBEAMD 1001 9/29/97 9:45:13 AM Fooq Stand Joists West Complex 'Page 1 on Build Code: 041 14" T Jl®/35C JOIST@ 48.0" o/c I?, THl!::~~s~~;,~E-~.~:..~:CEE[IS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I I I I I .... -------~--~--1s·-~--------- All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis for JOIST MEMBER Supporting·ROOF Application. toads(psf): 20 Live at 125%,duration, 18 Dead SUPPORTS: INPUT WIDTH 5.25" 5.25" BEARING LENGTH Hanger Hanger JUSTIFICATION Left Face REACTIONS(lbs.) LIVE/ DEAD/ TOTAL 720 I 648 / 1368 - 720 I 648 / 1368 DETAIL OTHER 1 Glulam, HT 2 Glulam, HT Right Face HANGERS: SIMPSON STRONG-TIE CONNECTORS® MODEL Left Top ITT3514 Right Top ITT3514 SLOPE SKEW 0 No 0 No REVERSE T.F. -FLANGES OFFSET NIA No. NIA No T.F. SLOPE 0 0 NAILING FACE TOP 2-160 4-160 2-160 4-160 MEMBER 2-N10 2-N10 I DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 1301 · 1"301 · 2656 Passed(49.%) I Reaction(lb) 1301 1301 1569 Passed(83%) Moment(ft-lb) 5572 5572 8812 Passed(63%) Live Defl.(in) 0.287 0.571 Passed(U715) Total Defl.(in) 0.546 0.856 Passed(U377) LT. end Span 1 under Roof loading· Bearing 1 under, Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading MID Span 1 under Roof loading I·::\:--Deflection Criteria: STANDARD(LL:t/360, TL:U240). _ ~uDITIONAL NOTES: I I I I I -IMPORTANT! The analysis presented-is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with T J M product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions·havE) f?een·-provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. _ Check With your ·supplier or T J M technical-repre~entative. for product availability. • THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code USC analyzing the T jM:Custom product listed above. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" oYc unless detailed otherwise. Proper attachment and positioning of lateral bracing is, required to achieve member stability. IPROJECT INFORMATION Legoland 960240 OPERATOR INFORMATION: Martin & Dunn, Inc. Tracie Bockhorst TMB I Beginning 7801 Mission Center Court, Suite 400 San Diego, CA 92108 519.497:2118 C • 619-497-0429 . ,right <S> 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. · T .J-::eam '" Is a trademark of Trus Joist MacMillan IIMPSON STRONG-TIE CONNECTORS® is a registered trademark of SIMPSON STRONG-TIE COMPANY, INC. T J!~ s • regi~tered trademark of Trus Joist MacMillan. I l!~?i:?s6:<:~~~. Joists btwn. Grids 2 & 6 WestComplex. 14" TJl®/35C JOIST @48.0" o/c. TJBEAMD 1001 9/29/97 9:47:09 AM Page 1 of T Build Code: 041 b ... ··.;··:·. THIS PRODUCT MEETS OR EXCEEOS THE SET DESIGN c·oNTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: O Roof Sloee: 0 \·. ·.·. ·c------,----~~-------~-----,------,--, ··:·.· I I ·L'Ual-~----~--ffi [Ii iOO I I ~--,--~--------21'----~-------- All dimensions are-horizontal. Product Diagram is Conceptual. LOADS: I Analysis for JOIST MEMBER Supporting ROOF Application. Loads(psf): 20 Live·at 125% duration, 18 Dead SUPPORTS: INPUT BEARING REACTIONS(lbs.) I WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/TOTAL DE;TAIL OTHER 1 Glulam, HT 5.25'" Hanger Left'Face 840 / 756 / 1596 · 2 Glulam, HT 5.25" Hanger Right Face 840 / 756 I 1596 -Web stiffeners are required at support(s): 1, 2. See TJI JOIST INSTALLATION INFORMATION for nailing requirements. I HANGERS: SIMPSON STRONG-TIE CONNECTORS® REVERSE FLANGES NIA T.F. OFFSET No T.F. SLOPE 0 NAILING TOP 4•16D 4-16D MODEL SLOPE SKEW Left Top MIT3514 I Right Top MIT3514 DESIGN CONTROLS: 0 NQ 0 No N/A No 0 FACE 2-16D 2-16D MEMBER 2-N10 2-N10 MAXIMUM DESIGN ALLOW. CONTROL LOCATION I Shear(lb) 1529 1529 2656 Passed(58%) Reaction(lb) 1529 1529 1569 Passed(97%) Moment(ft-lb) 7695 7695 . 8812 Passed(87%) LT. end Span 1 under Roof loading Bearing 1 under-Roof loading MID Span 1 under Roof loading ·MID Span 1 under·Roof loading Live Defl.(in) 0.528 0.671 Passed(U458) I·.·::·::··:·_:. Total Defl.(in) 1.003 1.006 Passed(U241) -Deflection Criteria: STANDARD(LL:U360, TL:U240). MID Span 1 under Roof loading I I I I I ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed byTrus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software willbe accomplished in.accordance with TJM product design criterla and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software.user. This output has not been reviewed by a T JM Associate. -Not all products are readily available. Check with your supplier or T J M technical representative for prqduct availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed·above. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c ,,mless detailed otherwise. Proper attachment and positioning of lateral· bracing is required to achieve mer:nber stability. I PROJECT INFORMATION Legoland 960240 OPERATOR INFORMATION: Martin & Dunn, Inc. · Tracie Bocl<horst TMB I Beginning 7801 Mission Center Court, Suite 400 San Di~go, CA 9~108 619-497-2118 . 619-497-0429 . Iright ,i:, 1997 by Trus Joist MacMillan, a hm~ed ~artnership, Boise, Idaho, USA. TJ-:eam ™ is a .trademark of Trus Joist MacMillan, IIMPSON STRONG-TIE CONNECTORS® is a registered trademark of SIMPSON STRONG-TIE COMPA.NY, .INC. TH: 'll a"registered trademark of Trus Joist MacMillan. I -~ "·---..... ..,_ .. _ ·--,-~ __ .._ -. -· -------~·-·-__ :_ -·---.... ---~- 1t~m~~::~~~'!~ • ~oists btwn. Grids 2 & 6 West Complex 14" TJl®/55C JOIST@-48.0" o/c. TJBEAMO 1001 9/29/97 11:04:29 AM . Page 1 ofT Build Code: 041 1-----1_;-,-_·.·· THIS PRODUCT MEETS O.R EXCEEl;)S THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope: O· Roof Slope: 0 I I <>--------------'~-23' 6"-~~~-~---~---- All dimensions are horizontal. Product Diagram Is Conceptual. LOADS: I Analysis for JOIST MEMBER Supporting ROOF Application. SUPPORTS: Loads(psf): 20 Live at 125% duration, 18 Dead INPUT BEARING REACTIONS(lbs.) WIDTH LENGTH. JUSTIFICATION LIVE/ DEAD/TOTAL DETAIL OTHER I 1 Glulam, HT 5.25" Hanger Left Face 940 / 846 / 1786 · 2 Glulam, HT 5.25" Hanger Right Face · 940 l 846 / 1786 -Web stiffeners are required at support(s): 1, 2. See T JI JOl$T INSTALLATION INFORMATION for nailing requirements. I HANGERS: SIMPSON STRONG-TIE CONNECTORS® REVERSE T.F. Fl:ANGES OFFSET T.F. SLOPE 0 NAILING TOP 4-16D. 4-160 MODEL SLOPE Left Top ITT414 0 SKEW No N/A No N/A No I Right Top ITT414 O DESIGN CONTROLS: No 0 FACE 2-160 2-160 MEMBER 2-N10 2-N10 I I I I I I Shear(lb) Reaction(lb) Moment(ft-lb) Live Defl.(in) Total Defl.(in) MAXIMUM 1719 1719 9726 DESIGN 1719 1719 9726 0.584 r.110 ALL:OW. 2656 1719 13650 0.754 1.131 CONTROL Passed(65%) Passeg(100%) Passed(71 % ) Passed(U465) Passeg(U245) -Deflection Criteria: STANDARD(LL:U360, TL:U240). ADDITIONAL NOTES: LOCATION LT. end Span 1 under Roof loading Bearing 1 under Roof loading MID Span 1 under Roof loading MID Span ·1 under Roof loading MID Span 1 under Roof loading -IMPORTANT! The analysis presented is output from softwar~ developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will pe accomplished in accordance with TJM product design criteria and code,accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. -Not all products are readily available. Check with your supplier orTJM technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION.VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJM Custom product listed above. -Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. 'PROJECT INFORMATION Legoland 960240 OPERATOR INFORMATION: Martin & Dunn, inc. Tracie Bockhorst TMB I Beginning 7~01 Mission Center Court, Suite 400 San Diego, CA 9;2108 619-497-2118 - 619-497-0429 . ,right~ 1997 by Trus Joist MacMillan, a limited ~artnership,,801se, Idaho, USA. T J-::aam ™ tS a trademark of Trus Joist MacMillan. IIMPSON STRONG~TIE CONNECTORS® is.a registered trademark of SIMPSON STRONG-TIE·coMPANY,.INC. TJ!®" ;s·a registered trademark of Trus Joist MacMillan, I .. 1 - ~:1,,.7-. ·_. (._':_-:: :;1 :~I .:I :I :I ·-1 ;1 :I/:'.'°-_ . . ~ ·._-: :I :1 I I I I I II I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 .-· JOB -------,-L,6=--=--(?_l)_~-'--'----·"-------------'-- S7 SHEET NO:--'---'------,-------OF------ CALCULATEO BY ----'---·_t...;;:b:;...__ DATE__.4_•.;:;...2_1_,q.c.-7.,____ CHECKED av _________ DATE------ SCALE ---=W::...::. :...:e:s=r~c.,:;,=/f?'---'-'-P-'1,,GJ-=-=:Jt'---: =B-~...:.'=B'--------- ru;;tJ zr/0 ~ : &-¾, ><. I CP I/ 2 c:;. t.., o I I r-,r (p· Pl-I 8 f'f>F-l,(_ ~,r'SP + ,:.. e:-z:') (,,' t.T;p;,./ .5 em l,Jf= ~7 fr..P '2--f-' r /:,&A-rri .4!; '\ --. ::;:..~,,.,_.,-;i·°'\ 16 ,1,,,::/ 'k":-<"~,r~,,,~J ~' t,A, = Bo( t;t(l+:}1-5)) = 314-~{'-,', t,1.,.-=-J&, fSF C,of.)?;/ Oei1!-,4-a,p ~ / /) ,v}A.-;;r:Lrt"J M-=-4-7? (?)~ :5'?>,'2 /L' e, fb .:: G~ •. ~~z..)_ 2,tJfj,t? 17,' "-'1-7f:Jo c:1-1- 3~,3 \/JJ ..;. :: 1-73{ J 5 -/!,:,, '5). = ~fp # I":. I /?-_/ . ~tUAto~ "?Tl?.-e">S C;,,in_,~r.)l-,('..,=T/t:Jr-/<:; r 1, == Pb --/. Co --1-Cv OIL Ci /=-b = Z-foo f'"Pi ~,z.4-po(/.1..,~) ( o, ere,;) Cy== O,Cjol -::::: 1, f Ot' f''?-1 I -I": ,/ "" /-V ::;., ,,,...\/ ~ L-·O .,. /t,..,:J s,( /. 7-S) --;;;:i "2.o& O'? i' f 671_ = 5(47?)(~0)4-(172!;\ --1-19 11 S.9-; t/-( / , 8 y i o & ) ( (;.. s 1.:7) , /-. 1 --/, ao 't,, '2Jo/,,--..,-'i::: f,), /34-11 · l./,J... ~,.:: t:=11-__, ._,,!_.. ·t ., --r/.:;:;/ I , _,,_ - ' 4> ~ /. -is ( /!-P'.)p) ( /L.1,. :::-/, 01 c/-=-Jb. S, b-=-e,,,7S1 , l ~ 3 o, X '='-/O) ' :!.Ame,e,e.-= I. 5 0 ·1P-!), 8+-)-=-/, 51 11 &: ??/q-!/ y / r_plf?--6:?l-6. i_,;J IC::::. / 1/!2-// =-I l/:::;....11 :I -1, . .-.:.-. : \_: :-:-:-~: :I :1 I I I I I I:-::·::·.: I I I I -1 I I I I MARTIN & DUNN, INC~ Structural 8' Civil Engineers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 ' ; JOB _____ _..lgq-=-·---(>-~-------------- SHEET NO. _______ B--'-8_ OF--------'- CALCUL:ATED'BY _____ .....,f,b.....__ DATE CHECKED BY--------------DATE _____ _ scALE ___ w_~_-f._Ct7fi_· ~n ...... P_t,,e ___ ~ ___ ~_:_8_~.....a..-.a-_____ _ Je, f ~F ( 3S7~J=l'/.. \ \ 3"2-,,_:, f?r...F I-(_. ) f:: b "" ,=;b 7'-4, )'-G,t Pt=! C..1_. Fb "' ?..ttfoo f7f C.-0.,. I, 1...-S Cv =-/,0(1~/;r.,,,$)½" (5.J½/~.rs)½0 ({'1:i),, = t). q:ff.:::> C::.c,. = 0 . '10 ( 5 ~c::: Yl o-..:f f ~ -c.) P.Jb ~ --?:::J-r,c;t/ ';S1/a q4-5'l " ... -,~i.....' .,,.,~, 1/ =-i Btfo ./" 7,; H-= 7,1-fll.~ ( &'i-::. 55. :2}-' = Gs,~#.~... tb = ~/7e?'f~i <fi.,1,r,~$i' ~ z \ ,,,, 7- p. ma'/ <!. U:;r-T = '2. 1. • ! 1'--'Z '2,, It~ ,zit.. '. _f-,,1 = /f·r;, f._'"?i ~ 1.... CJ l:, f "':ti pJL ,...... -l ,-(/ 1· a. .... , --... ..., /-j " i;' JI ,, 11/ If ., ' ' I '\ t,....., -, -:;, C,,\ Q / -0, t...,/ ej f -::z_ f"}"~(.... , / f-,..JC) :::::;.y(? 51:::'7e. U& 'c;; l}f;:;,e. : ;I ..• (' :I ;1 ~1 ·1 :I I I 11::> .. ' t. -:.· -~ . : : ·1 I I I I I I I I . ~ ~ .. --.. ~ .. _.., -'"----~----~---·------~---------- MARTIN & DUNN, INC . Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 '.: _: ~ ': > • ! ' 1 ~ .:., ~ ' .., i fl~= /.1')..'/:~(r1~)-=-,7,7 1 /=v~M- tJ"I-- JOB ----,.-_..;..._____:W:_:...=.,::O:;;..,:·/):::....::C-A-tl.fl:;J::!....!..!..::!::..----,-..----- SHEET NO. 81 OF _____ _ CALCULATED BY ______ ib-=._ DATE --'-1'-, '3()_,&f....:..7 __ CHECKED BY-----'-----DATE _____ _ . i • • : -'f J. l -;a / .6 '7 ( &, ) :, IV,/ r,;(J.. C-"/'r/J/7 1:£Vee... f=-1:,, E--= /L~c x t?yy .:::. q1 bo1 (t. ~ x 10'-) : 1-i ~7 0 f-t,z (b.~)'2.. t= bf ,= ~f {) () ( I is) ~ 3000 f-z.: C1_ =-C>, q q I I I I I I I · . .-:.~ 1--- I I I I I I I I I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 -san Diego, California 92l08 (619) 497-2118 (619) 497-0429 fax GENERAL TIMBER BEAM DESIGN BEAM DATA Timber Section 6.75x16.5 End Fixity-· --.. Beam Width 6.750 in Elastic Modulus Beam Depth = 16.50 in Beam Density Lamination Thickness -1.50 in Load Duration Factor ~--4· -·· : = Pin:Pin LEGOLAND WEST COMPLEX 96240 NORTH BEAM BEAM B REVISED Date: 09/29/97 Center Span 1 800000 _psi Left Cantilever SPAN DATA 35_.o pcf Right Cantilever = = = 1.25 UNBRACED LENGTHS Page: 6 /o. 24.00 ft 6.00 ft 0.00 ft Fb -Bending = 2400 psi Applied Loads Include E!ea[Tl Wt. Le : Center Span 0.00 ft Fv -Shear = 165 psi End Shear Calc'd@ 'd' distance Le : Left Cant. = 0.00 ft Fe -Bearing = 656 psi Le : Right Cant. 0.00 ft APPLIED LOADS----------,--------- Uniform Load @ Center Span: DL = 387 .0 plf LL = 320:0 plf Uniform Load @ Left Cantilever: DL = 387 .Q plf LL = 320.0 ·plf Point Load: DL = 3950.0 # LL = 3150.0 # at -6.00 ft SUMMARY~------------------- USING 6.750 x 16.500 Beam, Bending = 77 .71 %, Shear = 67 .97% Max. Pos Mom @ 13.80 ft= 36.73 k-ft Shear: Max. @ Left 11.26 k Reactions ... DL Maximum Max. Neg Mom @ 0.00 ft= -30,67 k-ft .... used for dsgn = 15.61 k Left = 12.19 k 22.13 k Max@ Left -55.33 k-ft .... Area Req'd -75.70 in2 Right = 3.37 k 7.21 k Max@ Right 0.00 k-ft Max. @Right = 7.21 k Max. Allow Moment 71.20 k-ft .... used for dsgJ1 9.41 k Deflections ... fb : Max. Actual =2167.7psi •••• Area Req'd. 45.62 in2 Center = -0.23 in -0.75 in Fb : Allowable = 2789.5 psi fv : Ma,<. Actual 140.1'9 psi .... Dist = 14.28 ft 12.840 ft ·Fv : Allowable 206,3 psi ... L/Defl 1257 386 Ck = .811 (E/Fb) •. 5 = 19.~a,r ,Left = -0.18in -0.731 in Rb= (LeD/B.2) •. 5 = 0.00 .Per-!3earing Req'd @ Left 5.04.in ... L/Defl = 719 197 Cv per UBC 2312.4.5 = 0.93 1qt1q--'Bearing Req'd @ Right = 1;64 in Right = 0.00 in 0.000 in f/P.;C, .•. L/Defl 0 0 Left Cant. Camber = -0.28 in Center Camber -0.34 in V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 -.. -_-. ~--__ .,~-.. -... -~~---~----.~-~---~-.--~~~-~~,,, _______ ----,~~-. ...__._.._ __ ._ ---____ .__ .. ____________ ------------~--~---------------- I;:==.===::;::================== 1 __ .- '.::/:· I I I I I I I I:·:_:_:_· I I I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 . SAN DIEGO, CA 92108 Phone (619) 497-2118 fal:C (619) 497-0429 JOB---------"~--=-:;..ob"-'t?"-=-~:.....:..,.;::a.=-----'--------'- SHEET NO. ~// OF ------ CALCULATED BY tb DATE CHECKED BY ________ DATE ____ _ f=0t7t) ~-fA-}...)0 h-G-Nt'i_ t-A. = 2t:,s-(u;)~4-Sof'9F-'. tlt:./~f?P c.;; IJ-ttz,-v;:P era-& '>; I 4-'~ I &,f z. &,,l,{!:, . "~ ~btYiiJT- ~============~~---w {'-(?~ Pl. I~ ( 1-r!I) -r 27 f lF = 3 8J 7 f r-F 1 ?--1.-~ r . /.<.. I 1,, ('k) =-:!,-w /if 1.,:,,, ------'-------ct:Y-, .c::i~ I< ( '17'½°~Pt..) t~: ~m AJlG-rt-(JV1"~t.JT t-,,1 :;: 4-~ 7 /:--' c:J I/ 4 = O,rt? Tl.. ll A /.l.. -= t). 4--1 . l.b-=- I \ I l~--1-/::·--·. I I I I I I I I I I I I I I I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 -San Diego, California 9 2 i 08 (619) 497-2118 (619) 497-0429 fax GENERAL TIMBER BEAM DESIGN FOOD ST AND AREA Timber Section Beam Width BEAM DATA 6.75x16.5 End Fixity Elastic Modulus Beam Den.sity Load Duration Factor Pin:Pin LEGOLAND BEGINNING 96240 .. WEST COMPLEX TMB Date: 10/14/97 Center Span Left Cantilever Page: /3/':2-· SPAN DATA----- = .1800000 psi 35.0 pcf 1 .215 Right Cantilever 22.50 ft 0.00 ft 0.00 ft UNBRACED LENGTHS --- Beam Depth Lamination Thickness Fb -Bending Fv • Shear = 6.750 in 16.50 in. 1.50 in 240.0 psi 165 psi 65Q psi Applied Loads Include Beam Wt. End Shear Calc'd @ 'd' distance Le : C!!nter Span Le : Left Cant. Le : Right Cant. 0.00 ft 0.00 ft 0.00 ft Fe -Bearing APPLIED LOAOS-----'--"---------------- Uniform Load @ Center Span: DL = 387 .0 plf LL = 320.0 plf SUMMARY..,.._------------------------ USING 6.750 x 16.500 Beam, Bending = 62.43%, Shear == 45.71 % Max. Pos Mom @ 11.25 ft= 44.74 k-ft Shear: Max. @ Left 7.95 k Reactions •.. DL Maximum Max. Neg Mom @ 22.50 ft= 0.00 k-ft .... used for-dsgn = 10.50 k Left = 4.35 k 7.95 k Max@ Left = 0.00 k-ft •..• Area Req!d = 50.90 in2 Right = 4.35 k 7.95 k Max@ Right = 0.00 k-ft ·Max. @ Right = 7.95 k Max. Allow Moment = 71.66 k-ft .... used for'dsgn = 10.50 k Deflections ... fb : Max. Actual = 1752.9 psi .... Area .Req'd 50.90 in2 Center = -0.49 in -0.90 in Fb : Allowable = 2807.6 psi fv : Max. Actual 94.27· psi .... Dist = 11.25 ft 11.250 ft Fv : Allowable = 206.3 psi •.• L/Defl = 550 301 Ck = .811(E/Fb)" .5 19.87 Left = 0.00 in 0.000 in Rb= (LeD/B.2)".5 = 0.00 Bearing Req'd @ Left = 1.81 in ... L/Defl 0 0 Cv per USC 2312.4.5 = 0.94 Bearing Req'd @ Right = 1.81 in Right = 0.00 in 0.000 in .•• L/Defl 0 0 Center Camber -0.74 in V 4.4D (c) 1983-96-ENERCALC . GEORGE R. SAUNDERS ASSOCIATES, KW060361 ~I,.:.:.,> :'.:I ::1 ii :1 I :1 "I . '. ·: .· : l·?t-- 1 I I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite ·400 SAN DIEGO; CA 9210a · Phone (619) 497~2118 Fax (619) 497-0429 • o M ~ O ~ ~ O : , • : • .. ~ O 2 : ! ~ .; .. ; • f e.fl-tce ?;ouit-i :r: to' a,.JCf ,) T,A.:: 1A(qf'?/ -= '? 4-o!-l a. • ·. l,,L -:;.,-/(::, jP'?F- 1 I '_ CJ b 6:~ f+' l ll 1 J __ l_l'...o_J 11 1 l,E~I)~ JOB-----,-------------- SHEETNb. ----------~J:;,_/_~_ OF _____ _ CALCULATED BY -------"'Pk=-----DATE _q~·~Z-~_. ""'""'7 ____ _ CHECKED BY ________ DATE------ (,ptv';:; l0~ 5'/i,.)<-/?½C::>r-B I l <Pi ·1 . A-= cP1.-;.. ,;, t.. r-:,./0-5,/ 1;,, 4- S -=I?~ 1h 3 1 I 2.\ TA ::: V:;' ( <ry f 7) -=-4-oofr._ . ·. ( .. { • .,,_ /1:., f $-P . N6't+l-- /otrl wt. 1-~(n) + /7 ,~ ::-azofr-F ?-oC 17) -=.? 4-o ?'-F ~ b00 I I (/-:- :_1····- __ I "fl ii _:-1 -1 :I . fPW e-r. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mfasion Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (6-19) 497-0429 l,€~ JOB-----------,---------------------- SHEET NO. ----------"[3'--/-"-4-'_ OF _____ _ CALCULATED BY ______ -bb ___ DATE /0 ,,3 1 '77 CHECKED BY ________ DATE _____ _ scALE--'-0-'---~----rr_wm ___________ ,:::;_l,ef_'f"'I.----_-_· _8-'-----z--'--1_B _____ _ ? ; 1 : : i • ~ / \ , I,< .. w ~ o st, (p) c q) ,f ,7 tJ= = ?1,c f r.F ( !;~:::_. 1 ·1 I I I I I I I I ' J-:;: q cl tf-}<. y ., I I lb=-/850 p-7:,i fb ---!Slof'?l k-:;. /'l;;(p p11-; Ph== ~+ Co"-Cv"'"r'<-Ci- -=-,zq,o p<f)·i (flAtt-J -., P ,,\--/-.J JI .D-·n__. ::. 0,87 /1 ~ '::' (),C;Jt) n ,z..,7.11. ht..-:,. v, ./ L /'2.Bo e,tf- l., / 4-So ?{l c -:-/ . ? { o .:::n)::: I/ 0, '5(t;, ;;J C .. A·f..JT l k--Yf1?:__ . . II /1T/... ::-0, 4-'?... y O ,.., J/ L>-1..).,. -:.;. I~ ~ t_. -:::-o. 1-c} Cri--,11,~ / / ,.-, II - r"'ll 4-1 /·/ S. 0-,..4-u --· ~ h•==------ C=--o I '--r:. . .· ,.-. .-:: .' 1· I I I I I I ·--~·--... I ... I I I I I I I I I MAR.T.l.N & DUNN, .I.NC .. 7801 Mission Center Court, Suite. 400 _ San Diego, California 92108. (619) 497-211-8 (619) 497~0429 fax GENERAL TIMBER BEAM DESIGN SOUTH END LEGOJ_AND BEGINNING 96240 .·, WEST COMPLEX TMB Date: 10/03/97 Page: 8/ 5 BEAM DATA SPAN DATA----- Timber Section -· Beam Width ··5:125x13.5 · End.Fixity = = 5.125 in 13.50 in Elastic Modulus Beam Density Pin:Pin Center Span Left Cantilever Right Cantilever 20.00 ft 0.00 ft 4.00 ft Beam Depth Lamination Thickness Fb -Bending = 1.50 in Load Duration Factor -1800000 psi 35.0 pcf 1.25 UNBRACED LENGTHS-----'-- 2400 psi Fv -Shear = 165. psi Fe -Bearing 650 psi Applied Loads Include Beam Wt. End Shear Calc'd@ 'd' distance Le : Center Span Le : Left Cant. Le : Right Cant. 0.00 ft 0.00 ft 0.00 ft APPLiED LOADS------------------- Uniform Load @ Right Cantilever: DL = 340.0 plf LL = 290.0 plf Trapezoidal Load: DL: 180.0plf @.lft, 340.0plf@ rt LL: 140.0plf @-Jft, 290.0plf@ rt from 0.00 ft to 10.00 ft Trapezoidal Load: DL; 340·.0plf@ 1ft, 340.0plf @ rt LL: 290.0plf @ lft, 290.0plf @ rt from 10.00 ft to 20.00 ft Point Load: DL = 1760.0 # LL ;= 1870.0 # at 24.00 ft SUMMARY USING 5.125 x 13.500 Beam, Bending = 62.30%, Shear = 66.15% Max. Pos Mom @ 9.62 ft"= 24.08 k-ft Shear: Max. @ Left 4.52 k Reactions ••. Max. Neg Mom @ 20.00 ft= -9.76 k-ft ..•. used for dsgn 6.20 k Left Max@ Left 0.00 k-ft .... Area Req'd 30.04 in2 Right Max@ Right = -19.56 k-ft Max.@ Right 7.02 k Max. Allow Moment 38.65 k-ft .•.. used for dsgn = 9.44 k Deflections ... fb : Max. Actual 1856.1 psi .... Area _Req'd = 45.77 in2 Center = Fb : Allowable = ?979.4 psi fv : Max. Actual 1.36.43 psi ••.• Dist = Fv : Allowable ~ 206.3 psi •.• L/Defl - Ck = .811 (E/Fb) •. 5 . 19.87 \ ll?"r~U"' Left Rb = (LeD/B. 2) •. 5 = 6._oo 111 Bearing Req'd ~ Left ,::::; 1.36 in ... L/Defl = Cv per UBC 2312.4.5 0.99 V!>'-Bearing Req'd @ Right 3.95 in Right .•• L/Defl = Center Camber -0.56 in Right Cant. Camber = 0.15 in DL Maximum 2.25 k 4.52 k 6.87 k 13.17 k -0.37 in -0.87 in 9.42 ft 9.808 ft 647 276 0.00 in 0.000 in 0 0 0.10 in 0.416 in 969 231 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW06036J .ii ;I {'".:·.-:: '.l·:::.- :1 ii I .I I ·I l(_:\.:":- 1 I 1· I I I I I I MARTIN & DUNN, INC. Structural ~ Civil Engineers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 9:?108 Phone (619) 4~7-2118 Fax (619) 497-0429 ~ J .:. •• ~ • 1 . : : -,wt/ "1" _ /lr / !(..,I -J..--~,._,. /1,?~ ,. 1.-Jz 4--o 1:,!:- 1.-f q--o~ <?~ dOB l&bo ~ SHEET NO. E>I~ CALCULATED BY th CHECKED-BY -,, : -. : C ~ /, 5(o,1--S):;: ~,<.-:,)$11 -") CA:mb"b1<.,.'.: 3 1f-1 L-/ 'l-c'o o,&- L/ 27~ c;,J!,- ~ OF DATE /0,$,17 DATE " J/ $, ! :; ,,.. } e:: I ) ,..., "' ;/ // .::J" (,) ,..-,,. ! VI (..., ::... , ~: , o, I b ':) v, J--£:) ~ o, f;-, , , /.Jo c./1-rn .e;t', <!.. "r-.;,::;-c:;, '.v' I I ~-(.-·:-·- •• I I I I I I I.·. ... · .. ..:":\· I I I I I I I 1·· I MARTIN & DUNN, INC. 7801 Mission Center Coutt, Suite 400 -San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax GENERAL TfMBER B.EAM DESfGN NORTH END LEGOLAND BEGtNNING 96240 · WEST COMPLEX TMB Date.: 10/03/97 Page: S/7 BEAM DATA 5:125x13.5 -----end Fixity $PAN DATA----- Timber Section Beam Width Beam Depth Lamination Thickness Fb -Bending Fv-Shear Fe -Bearlrrg- -Pin:Pin = 5.125 in Elastic Modulus '"" 1800000 psi 35".0 p-cf = 13.50-in Beam Density =· = = 1-..50 iir- 2400 psi 165 psi 650 psi. load .0.1.Uation E.actor. = 1.25 Applied l:.oads Include Beam Wt-. End Shear Calc'd@ 'd' distance Center Span Left Cantilever Right Cantilever = 21.00 ft 4.00 ft 0.00ft UNBRACED. LENGTHS--- Le : Center Span Le·: Left Cant. -L--e : Right Ca1=1t. 0.00 ft 0.00 ft 0.00 ft APPLIED LOADS-'-------''-------------- Trapezoidal Load: DL: 320.0plf @m; "314.0pff··@ rt -LL: 280.0plf @ tft, 272.0pW@ rt from -4.00 ft to 0.00 ft Trapezoidal Loact: DL: 314.0plf@ 1ft, 280.0plf @-rt LL: 272.0plf @-lft, 230;0plf @.rt from 0.00 ft to 21.00 ft Point Load: DL = 1760.0 # LL = 1870.0 # at -4.00 ft SUMMARY USING 5.125 x 13.500 Beam, Bending = 66.44%, Shear = 64.78% Max. Pos Mom @ 11 .20 ft= 25.56 k-ft Shear: Max. @ Left -6.81 k Reactions ... DL Maximum Max. Neg Mom @ 0.00 ft= -9.58 k-ft •... used for dsgn -9.44 k Left 6.66 k 12.81 k Max@ Left = -19.28 k-ft ..•. Area Req'd 44.82 in2 Right = 2.60 k 5.16 k Max@Right = 0.00 k-ft Max. @Right = 5.16 k Max. Allow Moment 38.46 k-ft •... used for dsgn 6.90 k Deflections ... fb : Max. Actual = 1969.9 psi •... Area Req'd = 33.46 in2 Center = -0.45 in -1.03 in Fb : Allowable 2964.9 psi fv : Max. Actual = 133.61 psi .... Dist = 11.20 ft 10.800 ft Fv : Allowable 206.3 psi ..• 1../Defl 562 245 Ck = .811(E/Fb) •. 5 = 19.87 Left 0.13 in 0.475 in Rb = (LeD/B. 2) •. 5 = 0.00 Bearing Req'd @ Left 3.84 in ... L/Defl = 750 202 Cv per UBC 231 2.4.5 = 0.99 Bearrng Req'd@ Right -1.55 in Right = o.oo in 0.000 in ... L/Defl 0 0 Left Cant. Camber = 0.19 in Center Camber -0.67 in V4.4D {c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 ~------~---·- I ...... , ... _. -:?· t:· .. :. I I I I I I I ,,:.::. .... ' .. I I I I I I I, I · ..... I ll· ~I'. ~,--·. ~~-,: .... '.:·; i~;._, f.· f(" !: •• !....:;;-. ~.:~-.:,· . ·-. -.~:- :' ii ('(J /!:,erZ. C,a:}$1/'-l,,l t.-11 r;, t-J m-41-J (1/-1:1-' 5. 4 Beams and Bending M~nbus Support Continuous support along top of beams FIGURE 5.6 Effective:: lengths for ,·arious cantilevered support conditions . 5-135 i'>f:.' tween points of bearing \\;ith adequate provision against rotation or as the full t_{_:.~.~_:_l_:.::.. l<nl:1:n~f ;;:h::~:~:'~vailabl, foe ~<eventiog latml cotation of a beam at itS .• · points of bearing are to anchor the bottom of the beam to the wall or pilaster and ;;.r the top of the beam to the parapet, to attach the croof diaphragm to the wall, and· :·p:, to pro.vide a.girt at the top of the wall and diagonal rod bracing for beams on wood \~; columns with open sidewalls. r·~. Connection of the roof sheathing t<;> the compression side of the member is a good method of achieving lateral stability for a beam. A plywood diaphragm nailed to the beam is an exam.pie of such support. ·when plank decking is used, nail-ing patterns are most important so that nail couples will be created. A nailing pattern that contains only one nail 'per deck plank and no nails between planks does not provide a system with adequate lateral stability. If a wood deck is to supply such support, each piece must be securely nailed directly to the beam and to adjacent pieces to provide adequate diaphragm action. If adjacent deck planks are nailed to each.other so that little orno differe·ntial movement can occur between planks, the decking i,vill act as a diaphragm. If other kinds of decks are to provide such support, they must supply equivalent rigidity as a diaphragm. When lateral move~ent-ofthe comp~·sion edge is pre-vented by a continuous support, and the ·ends at points of bearing are held to pre~ent lateral rotation, there is no danger oflateral buckling and the design values require no reduction. Also, there is no need to limit the d~pch-breadth ratio to 5 or 6. When the depth of a beam does not e?(ceed its breadth, no lateral stability is required, and the design value in bending is determin.ed by applying the other applicable modifying factors to the tabular design values. vVhen the·depth ofa beam e; ... ceeds the breadth, bracing must be provided at the points of b~aring, and it must be so arranged . -~ . . . .. ,, :' -...... : . :'-~ .. · .... ',: .. . • -~· ',';-r ... :. . :: :• -~ -; ~. :· ;_ .... ' :-.··~ .. .:-;::·:: . · ... ·- . ·.-· ~-'}.,. ... 1:,• . :. :- ii I .~ . . .. ~ .. :.:-.... __ :_ I I I I I I I .... 1::::3-:- 1 I I I I I I I I MARTIN & DUNN, INC. Structural ~ Civil Engineers 7801 Mission Cent~r Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB-~-------____.;.·=·~_;-;:__....::0:_;~~__:._::=------- SHEET NO. f)/C/ OF _____ _ CALCULATED E\Y ___ ,;..__..;::ti:;;___ DATE ___ I'-'-~---'-· /....;../_. 1_7-=--- CHECKED BY _________ DATE _____ _ SCALE _ ...... w:....::.....:c::S.---'-'·r....;..· =t:!-?((l,:::...,..,._,__,(.);......::;.·u=-'--'->L-'. ..:::B=z;;__!...:/s=------ ~ . ' 8~~ -£ e-u;!Z1Ti a;;re-t 1.-1..e · ·--{J,,e;;-1.)~1 ~~ T~ &,,><.t:,;:,x s//C::, -z) Pi-f-U.._ -Ft7-CT() 4;-rAt.JP A-~ { /;;rrr,,Jf..) CD 4;@) . 1 W /r-y;;c,c. a~( t>) -: !~ft.E /&(11) ~ '.)-00 ?!J= -:1-P fG-r .ern l,..,..f, Q/2.,/l)..E. 1,1J1, ~~ f. &ooflF _r~: U>mf?v_T-e--te-c,v7~.;r /v(~ '3~~-zP V-:: 7.~. L\_,c... ~ o,q;2,.-11 .A .I") ,,-: . .,.,.fl ~!,,(_~ --=:;. ~y I ~ l)..)[)L tvw1vtl ·).....,_' (,_,. . .:;:,b . lb= ?-7o/~' fv .,. /,f&;? Jc~' ~ L-/2 go ¢,3' 1.-/e&o ~& t. r,~/ I C¼,/'--'3-pltl t-ttf,) M(= /, '74-k- i-11--I, !:!.!z..) _ I So Je,~/ I'=->, 5 I I 1--. \:-·::/· ... I I I I I I l.c-\ .-. I I I I I I I I I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 -· San Diego, California 92108 LEGOLAND BEGINNING 960240. (619) 497-2118. . (619) 497-0429 fax STEEL BEAM DESIGN SECURITY GRILLE HEADER BEAM DATA Center Spiin Length = 18.00 ft Left Cantilever 0.00 ft Right Cantilever -0.00 ft Unbraced Length = 18.00 ft Live Load Not Acting with Short Term Fy Load Duration Factor Beam End Fixity Dead Load Live Load Distance To Start Distance To End 46 ksi = 1.00 Pin:Pin 0.60 k/ft 0.22 k/ft = 0.00 ft = 19.00ft AISC Section Section Depth Web Thickness Section Width WEST'COMPLEX TMB pate: 10/11/97 STEEL SECTION DATA :·ts8x6x5/16 = 8,00 in lxx = 0.313 in lyy = 6,00 in Sxx Page: /:>::2-c:) 72.40 in4 = 46.40 in4 = 18.10 in3 Flange Thickness -0.313 in Syy 15.47 in3 Section Area Section Weight rT, y = -8.11 in2 r:xx = 2.988 in 27.54 # r:yy 2.392 in = 0.00 in APPLIED LOAPS ---------------------'- Uniform· Loads-,-_-,..---,------------------ -------------",----~----SUMMARY----',------------------- USING ts8x6x5/16, Max Stress Ratio = · 72.52%, Min Defl. Ratio = 234.16 TABULAR SUMMARY OF LOAD COMBINATIONS------- Maximums ... Actual Allowable Dead Load + Loads Placed as follows Moment 33.2 4µ.8 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress = 22.02 30.36 ksi for Max Only @Cntr @Cntr @Cants @Cants Shear 7.38 46.00 k ..... Stress = 1.48 18.40 ksi Moments .• M+ @ Center = 33.2 24.3 33.2 0.0 0.0 o.o k-ft Deflection = -0,.922 M-@ Center = -0.0 0.0 0.0 0.0 0.0 k-ft fb / Fb : %max= 0.725 @ Left 0.0 0.0 0.0 0.0 0.0 k-ft fv I Fv : %max= 0.080 @ Right = 0.0 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = 320.02 Shears ... · @ Left 7.38 5.40 7.38 0.00 0.00 0.00 k Min. TL Defl Ratio = 234.16 @ Right = 7.38 5.40 7.38 0.00 0.00 0.00 k Deflection· .. @ Center· -0.922 -0.675 -0.922_ -0.675 0.000 0.000 in @Left -'-0.000 0.000 0.000 0.000· 0.000 0.000 in @ Right ·= 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft -0.000 0.000 O.OOQ 0.000 0.000 in Reactions @ Left = 7.38 5.40 7.38 5.40 0.00 0.00 k Reactions @ Right 7.38 5.40 7.38 5.40 0.00 0.00 k V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 ·1 Ir:..:-_::;: I I I I I I I 1--\-;( I ·1 I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 · Fax (619) 497-0429 H-G?-efJ~ { u,J-r) JOB _____ ____.. t,e;"""'. --"tf:? __ t:'_~-'----'--='J:? ______ _ SHEET NO. /:;; ~, OF--------- CALCULATED BY t_b DATE ______ /(?_, ___ If._• 1_7 __ CHECKED BY-------'---DATE------ S.CALE _ ..... w..:;..._..ee.;_t-'-'-.-~----'-')1'-'-e ..... · _(..S=?'i'...__:._B_:z--'-'1$"---____ _ • 3 • -~ No/2.-rH ~oo $T~ WA-~ (~/Lto{!))_ 'X J D L-i-IA-- J' ~: c.om,fJJT~ ~vTf)JT' r-1 = 4&. 1 k-, I . . It ,: It:)' & 10,,' C &;>, 4-/~t' 0 u.. V= /o,Gk.. r;.;:,.. /, ';)Sf~d ~ /8A-/~/ ~ I\ ,-,; e,:.?1 i /.i '-'17--'== V1 I II L..//4.-= 0, '2..& I ;,' I !)"?·r-: ' I .\.,-"' ,.. 7)1 v.o . 'v..., / ., .,..\_. I/ A ff'1 ()-i-J..07J ~; -0)/ " .. ,d "r'/"17",/'--t :,;; \ C/, (.J ' I -/ -, :0-.}• · t v{ ;-;,._, '-.. ,./ I I:-." ~ . : . : .. : '. :_-·:: I I I I I I I I·.-.. ,. I I I I I I I I I MARfiN & DUNN, INC. 7801 Mission Center Court, Suite 400 _ San Diego, Caiifornia 92108 LEGOLAND BEGINNING 960240' (619) 497-2.118 (619) 497-0429 fax STEEL BEAM OESIGN NOFtTH FOOCi STANO WALL BEAM DATA---'-~ Center Span 'Length ··· .. --··;.9.00 ft Left Cantilever = 0.00 fr Right Cantilever 0.00 ft Unbraced Length -19.00 ft Beam Wt. is ADDED To applied loads Live Load Not Acting with Short Term Fy 46,ksi Load Duration ·Factor = 1.00 Beam End Fixity Pin:Pin Dead Load Live Load Distance To Load Dead Load Live Load Distance To Start Distance To End 4.35 k = 3,60 k 5.00 ft 0.42 k/ft = 0.04 k/ft 0.00 ft 19.00 ft AISC Section Section. Depth Web Thickness Section Width Flange Thickness Section Area Section Weight rT, y = = .- = WEST COMPLEX TMB Date: 10/14/97 STEEL SECTION DATA ts8x6x1/2 8.09 in ·1xx 0.500 in lyy. 6.0p in Sxx 0.500 in Syy 12.40· in2 r:xx 42.10 # r:yy 0.00 in Page: 52.2 = 103.00 iri4 65.70 in4 = 25.75 in3 21.90 in3 = 2.882 in = 2.302 in APPLIED LOAOS ~--~-----------------'- Concentrated Loads-----,------------------ Uniform Loads-------------,----------- SUMMAR:Y---,---------~----~------ USING ts8x6x1/2, Max Stress Ratio = 71.91:!%, Min Defl. Ratio = 235.71 TABULAR SUMMARY OF LOAD COMBINATIONS------ Maximums .•• Actual Allowable Dead Load + Loads Placed as follows Moment = 46.9 65.1 k-ft Placed DL LL LL+ST LL LL+ST ..... Stress 21.85 30.36 ksi for Max Only @Cntr @Cntr @Cants @Cants She<ir = 10,63 73.60 k ..... Stress 1.33 18.40 ksi Moments·,. M + @ Center -46.9 33.1 46.9 0.0 0.0 0.0 k-ft Deflection = -0.967 M-@ Center = -0.0 -0.0 0.0 0.0 0.0 k-ft fb / Fb : %max= 0.720 @ Left = 0.0 0.0 0.0 0.0 0.0 k-ft fv / Fv : % max = 0,072 @ Right o~o 0.0 0.0 0.0 0.0 k-ft Min. DL Defl Ratio = · 319.91 Shears ... @ Left 10.63 7.60 10.63 0.00 0.00 0.00 k Min. TL Defl Ratio = 235,71 @ Right 6.86 5.53 6.86 0.00 0.00 0.00 k Deflection,. @ Center -0.967 -0.713 -0.967 -0.713 0.000 0.000 in @ Left 0.000 0.000 0.000 0.000 0.000 0.000 in @ Right 0.000 0.000 0.000 0.000 0.000 0.000 in at 0.00 ft. = 0.000 0.000 0.000 0.000 0.000 In ReMtions @ Left ·= 10.63 7,60 10.63 7.60 0.00 0.00 k Reactions @ Right = 6.86 5.53 6.86 5.53 0.00 0.00 k \ \ V4.4D (cl 1983-96 ENERCALC ~-GEORGE R. SAUNDERS ASSOCIATES, KW060361 ., •' ::::1 . .-:I ~:I )I .:1 ~I --1 ·I ·I .. --. (.:--.~~:_: ~ . . . I::.,_:-. I I I I I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 P~one (619) 497-2118 Fax (619) 497-0429 : ' JOB --,---_..;...-~_;;f.;G'.c.=...:j;;,;....0__:;,,;(_,,tl../...)t)_,:.:::;;.::;.___,, ______ _ SHEETf,!O. /?, 23 OF _____ _ CALCULAT~D BY · . -bb DATE _J_~_,_S_-_"'J_7 __ CHECKED-BY ________ DATE _____ _ -_:. . : ; .. : . C-GJ-vmAJ-s Ht-=-J-; '-1-tP/;£-~--rl-· {. tJrtis~1d?ve) /-Jote.,,,t+ ~ "7, ~ Jt:. -GJo ~L (s., ~ ~~) :;2-,Z. , / µ.. / 1.rr,. ~L <J. ,-.J GtZ-1-,.J $ . ~ C.OL. ':;, '5~ eeL. W/ P,-o-r.? M~ rom : 7, / f 1, 1? <:;)-'/s. (~ SOVTH 'fbMr-11 I) , "l? ~; ~ /, 0 S PYJ, Pl.- £, z = 0,111 ( 0, i;) ( 4-)' =1 l = c.t:--f11 -user:/ J' b 2 ;. o. 111 ( o, L'5,)C 1) 2.. ~) -t.. = o. s.2./1 ?./ I I I ~ 4-v J 2 Y-. l~o 1..,,.) / +-3lf:1 q, A-6 s :Ir==================== MARTIN & DUNN, tNC. Jos _____ ....;..·-i.-{¥e=-:::......;o'-'~~=------ I Structural & Civil Engineers . SHEET t-.o. B --, oF 1:::_'.. 7801 Mis.sion Center Cou.rt .Suite 400 · f:;b --,-o-,f-1 ~-.:i.-7-- l:\: :.. SAN DIEGO, CA 92108 CALCUL:ATED BY DATE ~'-1·--'--- 1 Phone (619) 497-2118 · Fax (619) 497-0429 CHECKED BY--------DATE _____ _ SCALE_----'-'/;tJ=--'i!fS'--·1:'----"Cp,f/----'_-'-'--'p_~...;::....:._'. _/:_::>...:Z_.;...;;/8"-------,-- I I I I I I 1:·.->···· I I I I I I I I I ~wm1v$ (~i) H-~e;e.. ~(..,.~. r ~ ·. ecsm ~ UT 6.-/2.. o vT ~If[ • ~ : .: "" -~ · 1 ; -s -; · 2 l .: : ~ ~ J p ·pc t,{., vn-f-~fn,~ t> l---rt,<... (}. 0 ~ G-/. r;, ~Jf- ~ "!> l.-TZ'Ult\.J-0 !J, 4-'9 ~/, ?;;> ~ A ::::. V, 4-z..,r L/ dl._ ~I ('.Jr,:? cfoo sr~ ~ , 7 c, f ·. b 4-0 #' d-f ?,,/ ~ -# 1 t'aSt I\ 2-1 ' ST,4Y7 ( m~~,) I l~.-t:(::> I I I I I I I .. ~·. I· .. · .. I I I I I I I I I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 -San Diego, California 92108 (619) 497-2118 (619) 497-0429 fax STEEL COLUMN DESIGN SECURITY GRILLE COLUMN DATA AISC Section :ts4x4x1/4 Column Height = 14.00 ft Fixity @Top Pinned Fixity @ Bottom Pinned Unbraced Lengths ... For Y-Y Buckling -· 14.00 ft For X-X Buckling 14.00 ft DESIGN DATA Fy = 46 ksi Load Duration Factor = 1.330 Live & Short Loads Don't Combine Sidesway ... X-X Axis : Restrained Y-Y Axis ; Restrained Effective Length Factors .•. X-X Axis 1..00 Y-Y Axis = 1.00 SECTION DATA Depth 4;00 in Width = 4.00 in Top Thickness. 0.250 in Web Thickness = 0.250 in Area 3.590 in2 Weight = 12.189plf rT = 0.000 in fxx ·= 8.2 in4 Sxx -4.1 in3 Rxx = 1.51 in lyy = 8.2 in4 Syy 4.1 in3 Ryy 1.51 in Axial Dead Load Live Load Short Term X-X Axis Moments: Y-Y Axis Moments . Point Loads Uniform Loads Top Bottom Btwn Ends Top Bottom Btwn Ends· X-X Axis Y-Y Axis x-x Y-Y Combined Stress Ratios ... Formula H1-1· Formula H1-2 Formula H1-3 Actual & Allowable Stresses ... Fa : Allowable fa: Actual Fb:xx : Allow [F1-61 [F1-7 & F1-8] f.b:xx Actual Fb:yy : Allow [F1-6] " [F1-7 & F1-8J fb:yy Actual tEGOLAND BEGINNING 96240 WEST COMPLEX TMB Date: 1.0/11 /97 APPLIED LOADS 10.20 k "Y" Eccenfricity _____ _ 3.96 k. · "X" Eccentricity 0.0 k Dead Live .c.. -None- = --None-- = --None- --None- --None-- --None-- 0.0 0.00 ~---None-- = 0.00 0.00 -None- SUMMARY Dead Live 0.235 0.103 -0.091 12.11 12.11 = 2.84 1.10 30.36 30.36 ~ 30.36 30.36 = 0.00 0.00 30.36 30.36 = 30.36 30.36 0.00 0.00 Short 0.86 0.02 k/ft DL + LL 0.326 0.143 12.11 3.94 30.36 30.36 0.00 30.36 30.36 0.00 Page:.::!~ = 0.00 in = 0.00 in X:Start X:End - 8.00 ft 0.00 ft 14.00 ft DL + ST- 0.479 0.327 16.11 ksi 2.84 ksi 40.38 ksi 40.38 ksi 10.06 ksi 40.38 ksi 40.38 ksi 0.00 ksi Max XaX Axis ·Deflection = Max Y0Y Axis Deflection = -0.424 in at 0.000 in at 7 .28 ft from column base 0.00 ft from column base F'ex (DL+LL) F'ey (DL+LL) F'ex (DL+LL+ST) F'ey (DL+LL+ST) Intermediate Stress Calculation Values----------------- = 12115 psi Cm:x (PL+LL) 0.60 Cb:x (DL+LL) 12115psi Cm:y(DL+LL) 0.60 Cb:y(DL+LL) = 16112psi Cm:x(DL+LL+ST) = 1.00 Cb:x(DL+LL+ST) 16112 psi Cm:y (DL+LL+ST) = 0.60 Cb:y (DL+LL+ST) \ I \ 1.75 1.75 1.00 1.75 V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361 ~!1 ".:-1 :.1 }I ,. )I :~1 -::1 j'.I (-~-:--~:·: : : : .. ~I /1?.} 11 ~I :1 I ·I I I I I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 -~ ! ~r/ I k I I ·I ,,I ,~' . 41 I ~0 t rv P 1 o rilph 1 -ex..p, c.., p~ Ce C,:::;_ q s r Ce =-{. ci(.,p D u = /,oc.{_/,-::,)(12h)(I) -:::: /7,4-pq;p I JOB ________ -___ fE.......,..(p() ____ ~ ____ "'-'-_,--_____ _ SHEET NO. _________ e_z._~_ OF _____ _ cALcuLATED sv ______ cb __ DATE_, ~q_. _S_o_,q_7_---'- cHEcKEo BY _________ ,DATE------ SCALE --=-W=--'.,;_es,;;...r..__~_YJ--'-P_te---'?I __ : -=/3'-Z..-'/'-"'8:;....__-----~ -\s1 If\ -. --., I l - ·\ I \ ) ~- 2 ~o,1- :t= /,o .-1 :Ir:------..... :. . :·1 :_I ~, I I I I l(i\: . ·- I I I I I I I I I MARTIN & DUNN, INC. 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(.,,., ';}C?:c../,{... ---· ,_ . ··----.. \ \ I I C?.· 1··-- 1 I I I I I I· ... .. .. ~ ... I I I I I I I 1·· I MARTIN & DUNN, INC. 7801 Mission Center Court, Suite 400 _ San Diego, California 9 21 08 (619) 497-2118 (619) 497-0429 fax SQUARE FOOTING DESIGN INTERIOR FOOTINGS LOADING DATA Dead L.oad Live Load Short Term Load Seismic Zone Overburden Weight -k: k: k: psf: Combining Live & Short Term Loads ? FOOTING DATA: Size ·(Length & Width) ft: Thiqkness "in: # of Bars Rebar Size Number #: Column Dimension in: f'c psi: Fy psi: Cover ov.er rebar in.: Concrete weight pcf: SOIL DATA Basic Allow Soil Brg Press. psf: Short Term Duration Factor ·Ftg. Depth Below Soil ft: CALCULATED FORCES-.- Maximum Static Soil Pressure psf: Allow Static Soi! Pressure psf: Max. Short Term Soil Pressure psf: Allow Short Term Soil Pressure psf; 1-Way: Allowable Shear psi: Vu/Phi psi: 2oWay: Allowable Shear psi: Vu/Plii psi: Mn k-ft: Mu/Phi k-ft: REINFORCING · Actual Bar Depth in: Min. Allow % Reinforcing 200/Fy ' R~q'd Per Analysis USE ....... %: Rebar Area Req'd iri2/ft: Total Area Req'd in2: REBAR CHOICES Quantify of: #4 Bars #5 Bars #6 Bars #7 Bars #8 Bars #9 Bars #1 O .Bars V4.4D {c) 1983-96 ENERCALC 1 12.20 9.90 0.00 ·4 0.0 Yes 3.50 · 18.00 4 5 12.0 3000 60000 3.0 150.0 2500 1.33 0.00 2029.1 250Q.O 2029.1 3325.0 109.5 0.5 219.1 16.9 25.4 2.7 14.69 0.0014 0.0033 0.0002 0.0168 0.25 0.86 5 4 3 2 2 2 2 LEGOLAND BEGINNING 96240 · . ---------- WEST COMPLEX TMB Date: 10/04/97 2-·- 6.87 6.30 0.00 4 0.0 Yes 2.67 18.00 3 5 12.0 3000 60000 3.0 150.0 2500 1.33 0.00 2072.4 2500.0 2072.4 3325.0 109.5 -7.5 219.1 5.2 25.0 1.2 14.69 0.0014 0.0033 0.0001 0.0:168 0.25 0.66 4 3 2 2 2 2 2 Page: '84-7 GEORGE R. SAUNDERS ASSOCIATES, KW060361 I ;1 ,<-~ : [ :·. ·_-_:_ . : :_ -~~: ii -~ I - :1 I I I I ' 1:-.-_<~ 11'.-· I I I I I I I I I MARTIN & DUNN, INC. Structurai & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . 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Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 Jr) p L-f-'LAT61l-r<(_,, C to/ST) ' 0)/'(l;l,@. Gf&ft?{tJ '-_,-' ,, /o' f Cd---\ 1.z,,i.>-01.. / ,1 4-& 7o tT ~ . __ \ K .... l/) --1: --- ~--1...,__-+---~---,v~-~---+---<I ' JOB -----------,---------""/.,,fil.>oc:..:b'-0;;...:c;;~~'-""t,1;....._ ____ _ /!3'5'),,. OF ______ _ CALCULATED BY . W DATE ----'/'-0_,_,_'J_, 1.:.......;_7 __ CHECKED BY--"----------DATE _____ _ SCALE .... -_ _..:.U..;..IJ6?_1.!......:C,0-(Y';:....:::..;...:....:..l....P..?::.~::::.:rY.l--:...!0....:....;;.-z.......!.1..?::.a _____ _ ; ; .; .! :-I 5 ~ -:, , i. .! I /-{;'w1oe. t=-TC.. _, .... :__ ___ (l_e,_1 -~~-~· -v, ~Yr') rn/z -= d i -...... - fl ,: f'$ei/l,. ;:--(I 570 t -57.,.,_,-:;; /o'1of'$F· .t.. 33'½' r,._.._.... c;~ ()'c.._ C ·. I J I -Y}-I I I UC.. _-:::Lf", 1,,_(.)1/.,,/t.., '-I... -& F-T&. ,.._._. C:X.) I . 1r========================== MARTIN & DUNN, INC. 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'7 f'5D ( ; &; ,~) = /?-'2--17 o--o fr 1 /J.J s+ e,.y-.., ..... - /JJF,c., / ,-1 ( c.,s' ( n)-, ~ \ 'J.) . ]' --= ' - I le·:-_. .... --:-:.::: I I I I I I I I\> I I I I I 1 -, -·------~-···· MARTIN & DUNN, INC. Structµral & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB SHEET NO. CALCULATED-BY CHECKED BY ~-'-/~·=~ ~(-. {!_,,o~rt},;;;1-Au -r~ t<;;. ::1. t SJJ, ·N.r;v/f,t..J W6-0lA--tvtJ ,BG-o t:b A Q I Id., /0 \t f.,11 · r !:..:,_l_T, t:i J _ . '(· y2. o,r./2 .. { h B, fj y -~ I I,, 11 ,:::'{::: '::.'/J5 f-;; O,Bf/ 0, /O I~ 2 ~,/0 . 1 ., --. !. .,_. .., , ??It/ /,-?S -; .,.-,,.. /1 ,,,.~.--k A ,,;;, ,-. If . ..--11 y·, I,.,..;';-?"·, • t,,,__,;, ~ -,..,,,.cs I ,~ _.,. "" -I~ , ~,, ~· ,., i ~.-,.,.--;.,'-"' -zrnv11 ~ OF ~o DArE 10,I-0,~n DATE : 3 V ... .. ___ -=,... tf·· . ~ •' 0ERTIFICATE OF COMPLIANCE (Partlof3) MECH-1. DATEOFPL~S i.°~-~:-~-.;:, .. _:-_: ___ .. ~--.·· ·:· -BUILPING_~~~~~:I,,00~:;J.IB~ ·:. _-----~-;.:,:'\·,~-'.;_~~--·'·:'.· _ .. '._.._ ::· _ --->-~-i =·?:~_;_·.~,_,-_',;:-..• <.:,:_:~:!:::-t: BUILDING TYPE -.-· ....... ~ NO~Sib~NTIAL --v •• [Jk<iHRI~E~~ri>m_;~i--=·::'·: ·· 0HOTE~/M~~~-~UE~Th~~~":,~ ~ . . ,, ---. -~ . PHASE OF CONSTRUCTION _ 1Z1 NEW CON~TRUCTI~N · ·o AD!)IT.ION D ALIBRATION . 0UNCONDITIONED (file ~d~~it) · .. METHOD OF MEC~CAi--~ PRESCRIPTIVE . . . D PERFORMANCE . . ·.: COMPLIANCE ·· _. . . . PROOF OF ENVELOPE COMPLIANCE :-·:o PREv.rous ENVEL_OPE-.PERMiT · STATF.MF.NTORCOMPT.TANC.F.'. : ·_ :'.· ',·:; >. . . · · · · · ·.· ::· . This Certificate of Compliance lists the building features and perfonp.ance speci;fications· need to comply·with Title 2:4;·parts 1 and 6 of the California Code of Regulations. lhis certificate applies op.ly_ to building mechanical requirements. · · DOCillf-NTATION _Al.fI:i!~R -_ . . SIGNATURE I,.,, ~ ~~ ~,.,..~~ . DATE ··. The ·Principal Mechanical Des1.gner hereby certifies that the proposed building design represented ih ·this set of construction . :. documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this pennit application.. The proposed building has been designed to meet the mechanical requirements contained in the applicable pims ofSectioµs 110 through 115, 120 thtough-124, 140.through 142, 144 and 145. Please check one: .... . ~i-( • .C8J I hereby affirm. that I am.·· eligible under the. provisions ofDiyision .3 of the Business and Profess.ions Code tq sign tpis document as the person responsible for its preparation; and that I am a Civil Engineer, Mechanical Enghi,eer, or Architect. D I affirm that I am eligibie under the ¢xemption to DJvisio; 3 of the Business and Profession~ ~ode by Section 553 7 .2 of the Business ~d Professions Code to sign this document as the person responsible for its prepatation; and that I am a licensed · contractor.prep~ring documents for work that I hav~ contract~d to perfonn.. , D I affirm that l an:1 eligible under the ex~riiption to Division 3 of the Business art4 Pr9fessioris ·Code by Section __ _ the · · _ . · Code to .sign this document"as the rson responsi~le for its preparation; 'and for the . following reason(s): · · • • · of Indicate locati?n.on plans of Note Btock for Mandatory Mea~uresj '---,--1-t1~D==~.,..,_1i------__:..._.,.,..-.------:-1 INSTRUCTIONS TO APPLICANT -. -. . : · -· ; --:. ; For Detailed mstructions on the .use of this and all Energy Efficiency Standards compli~c_e fprms, please refer to ihe.Nonre_sj~ential _:. ::~~': Manual published by the California Energy Commission. . · : . .. . . ·. · · · '~: · MECH-1: Required on plans for.all submJttals. Parts 4 ~ ~ mayb~ ip.'corporated in schegul~s on plans. · -.. " ' _ · · --.-.. ~,- MECH-2: Required for all submittals; choose appropriate version depending on method _of mechanical complian~e. · : · _: · ": ·0·.::..: • • MECH-3: Required for all submittals, but may be.incorporated-in schedules on plans : · __ ~ · · · · .... __ . -~-~·;·:·:~'.~~:-"'.' '"' '·:'·"' ··' ·'.---··}t~·:; MECH-4: Required for all submittals Uijless .required outdoor ventilation rates and airflows are shqwn on plans i,:er S~~~ori 4,3 ·1· ·, ..... ··\'::J~; ' I • • • • ~ -• ' • • ~~~ :~?;,_;*~•~:~:-~~~~&::~:~ {t~~\:.t::~· ~ . . ·: . , .. ,,. CERTIFICATE OF COMPLIANCE (Part2of3) MECH-I • -.,, --• -·-· - -• • ;, --0 SYSTEM.FEATURES · ----~---.. .. TIME CONTROL <: :-•• ~--'~-~. ,.; *:-·•-·.=-:-• ~--1 •• ~-.. - SETBACK CON1ROL ··" ---:· ,-:--. ··'-""''::c-2:-· ·, ~"':"· ISOLATION ZONES . . .. __ :.; !.,.· . ·_...:: :: : /" -~ : .. HEAT PUMP THERMOSTAT? .. ' ., . .: ELECTRIC HEAT.? : . ., FAN CONTROL .. ,. VA V MINIMUM POSITION CONTROL? ·N SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION .. ~ OUTDOOR DAMPER CONJ:ROL? J... . ECONOMIZER TYPE . DESIGN AIR CFM (MECH-4, COLUMNH) HEATING EQUIP. TYPE .. HIGH EFFICIENCY? I IF YES ENTER EFF. # MAKE AND MQDEL NUMBJ;:R. . ~ .. COOLING EQUIP. TYPE HIGH EFFICIENCY? 1. IF -'0~ ENTER EFF. # I . MAKE AND MODEL NUN!BER 'CODE TABL,ES: Ep._ter code from m,ble below into (?Olumns above. HEAT PUMP T~ERMOST~T? ~; ; < ELECTRIC IIEAT?' VAV MINIMUM POSITION CONTROL? Y:Yes SIMULTANEOUS ijEA'f/COQL? N:Ng .. HEAT AND COOLSUPPLYR~SET?· ! HIGH EFFICIENCY? . ... .. {~ {! TIME CONTROL S: Prag. Switch O:·Occupancy Seil;Sor M: Manual Timer VENTILATION . _!;I: Air B*1ah,ce · C: Outside Ait Cert. M: Out.Air Measure D: Demand Control N:.Naturai; ·- SETBACK CTRL. H:·Heating C: Cooling ·B:Both OUTDOOR C .DAMPER A:Auto G: Gravity I . I hDAtt . . . . · .. ':~~~-::.~·:.::~-~· I. -. ~ .. D... : .. 1 ,--: .. ,_:.-_:.:.~71-. -~ • -:-•.•· .,,.~~ ... !; ; <,. ·• ~-. ...... -.-, <_ ... ,,~ ISOLATION ZONES Enter number of Isolati'on Zones ECONOMIZER A:Air W:Water ~ •• 1• FAN CONTROL· I: Inlet Vanes . P: Variable Pitch Y:VFD 0: Other · C:Curve ·I O.A_ .. CFM· .: -. ;•· -N: Not Required Enter Outdoor , •• Air CFM. . . "''" Note: This shall .,, : .. be no less than ;a, Column G on ,•"ll,.:>: MECH-4. · , :·. NOTES·.TO FIELD -For Building Department Use Onlv · . . ', ' . . " ' ' . -' -~ . --· . . .. . .·.-DUCTTAPE DUCT TYPE DUCTLOCATION! , _ ALLOWED? (Supply, R~turn, ~tc,) .. {RoQf, Plen~~-efc3:) . y 'N R-VALUE ., .. i-------------1 SYSTEM NAME H-f'-1~ -· ·. ~m...--< .. _ -~.L.;:~~-----_:··:·,-o 181 .· -. 4~-1.,f:: ,· --·. ~eTtf~ · ·; :: ·u ·-._ ... <.,, ·:-:,.; ·;_~,t~ft:8~=-:·. ··-~-.. ,z.,1--<. ·.<-'· ., a.· . • ·:.... ·. '· .· ·:-.,o· -.. ·.-.. ·.·_-,[]··_, _ .. ~ 0 _D, _· __ ·_·_ .. · ._·, .. .-. .. .. .. . . ·~ -··~. ,.,·~-:.. .. -. ·.· 1------,----1 - · ...... -.... ,--·--·-·· ---:.-,~.o---tJ ··-:~-~-[J .tJ. -~ -. ;._. '• -------------------------------------,..----1 i--------------1 D·o ·. =··'·-:·_.-.. ... , .. ; DD DO OD oo·-- ·DD ----------1 PIPE INSUL,,,.,TION. ·' · .. :-··, '.-. · . . . . , . · .. ·, ·. · -:._ ·. . ·-.:' .·-· ... >.°' . . · ..... ' fl f -• l : •• ' • ,·. ' • • • • : • • _.',; • \ ' •• ,, -• • ~ : '-; SYSTEM NAME ~,&. .. ·-. " ... PIPE TYPE (Supply, Retu:i;:h, etc.) _ ,..: . - -t I .. ',. INSULATION . RE .'D? y N' ·OD -·oo .. -o·.o ··oD . 00 o·-o D-D _··oo· otJ ::· NOTES TO FIELD :.. For Buildini.t Department Use Only · . . · · ·. · · · . ·--· .. . . . ' MECHANICAL SIZING AND FAN POWER -. MECH-2 PROJECT NAME I · ""· ~ . . ~ti'l.t--- .... . :~: ;c~~:,. SYSTEMNAME NOTE: Provide one co SIZING and EQUIPMENT SELECTION . l.D~~:~:~:~:~L :, .. · .•.. (APPENDCT~-·-•· .• :.,::,:~;~-·~······· • .. ·:,· :·~~~~;,:r~~E;{f ; -OUTDOOR, ~TBULB TEMPERATURE. · ·-. · · '. · (APPENDIX C) .< · -:.. · · < :· ' .' < -· , ... · :/; x./>,,~ · ·. .. ·· _.. · · -. · ' -INDOOR, DRY BULB TEMPEAAi:urui . . . . (M'PENDCT C!) ' . . <' • . . > > I ;~:~;-~~T . 2.SIZING · · ,. -.. -. .. · '-·-:: :.,·.-· :·,, .. -·: -DESIGN OUTDOOR AIR ·1 · lcFM (MECH 4; CQLUMN H) · -ENVELOPE LOAD ·-LIGHTING · -PEOPLE -MISC. EQUIPN!ENT WATTS /_SF (LTG-2) I---'--~~ #OF PEOP!,;E (MECH 4; COLUMN E) 1------------1 .. ._......._._--I WATr:S/SF -OTHER ( PROCESS LOADS, DU<;::T ). 1---,-------1 -------',----- -OTHER · LOSS; INFILTRATION, ETC.: (Describe) . (Describe} · TOTALS SAFETY/WARM UP FACTOR MAXIMUM ADJUSTED LOAD (TOTALS FROM. Al30VE x SAFETY/ WARMUP FACTOR) 3. SELECTION: .·.= · ~- INSTALLED EQ~NJENT CAPACITY. IF INSTALLE:Q CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAb, EXPLAIN t .. . ~ I tw,d"IIV -I I Jt;,07/0 Kbtu /Hr Kbtu /-Hr FAN POWER CONSUMPTION .. \. ". :'... ' ' . . -' ' :· ' . -·, '·-' ' '. • • ~· ' • .~ • • • •• • '·~ • • ' , • • • • • ~ > ~ • • • ' • ' \ [Kl I . [Q] J)E$:1GN EFFICIENCY FAN DESCRIPTION · ·' -BRAKE HP -MOTOR DRIVE / ' ~ NOTE: Inelude only fan systems exceeding 25 HP(see § 144), - Total Fan System Power ~mand may not exceed 0.8 Watts/CFM for constant volume systems .or 1.25 Wans/CFM for VAV systems. ~ ~ ~.:: ·, .. ~ '' ,., NUMBER OF FANS ,· .. '' , . '[E] PllAKVvATTS B x Ex 746 / (C x D) ,. .• -@r CFM (Supply Fans) . ..... . ~ . ~ . . .. ' .. ··. . · __ TO~ALS '------· _-·-_.-·-'---~I I .:_ .:· -~:;:--_., -' .. · -.-TGTAL FAN SYSTEM , ,,~~,--~·-:-~iw;sl ' . _. _. .. _ . · POWER DJf~-.. , Col.FI Cril. G . '---------------------------------.a.------· -WATIS-/CFM~_:;,~,---~---.~-, .. :~;~:.3~t~~5~ Nonresidential Compliance ForI11 .. MECHANICAL EQUIPMENT SUMMARY MECH-3 -----_, ~-----~. -. . COOLING EQUIPMENT SYSTEM MAKE AND. PESIGN"OUTPUT :· 'i'dTA:t--·.-_ .. • lH.Tim '"'"";~ ... l'I( y . iECQNQMIZERf NAME MODEL NO. · . · -<BTU I HR) · DESIGN CFM UNITS · 'ALLOWED PROPOSED .. . . Ly J NJ . . . 1--·.,_ "f ...... -~\3_. -1-·C:~~Flu.::WJ=~=co.,_?-..:...· -J---l-··1..;..;w....1.····;--=-w----·: __ ·-·-:-.,.....•~_--·_· .. :1---·:~_._;4-.,_;0"0...,;;;: __ -~--_.:_-!_. _: -~ ·:'L~ €(-?,.. . . 1¼]0 ... , '~. . . . . . . . : :: -.. · · .·.oo·_·:·. · t- -----t----'-f-----._ ... _-. ____ . · ......,.._-+--___.·--__ ----1 ... t-------,..-t--,-----i--_---1 :' -o·o : __ ~~~.-, .· ... · ·o:o·::::·,. · DD\'·: . oo-,~·-_ --~ . i------~----------~-------,--_...,,....-i----------- DD---:·· DD DD DD DD 00. DD DD DD- llU'A 'T'TI\TG U,QUIPMENT . . . . . . . . . . ,. . ,, . . . .... J.:J.J.:,l"l.:Lll'I n: ---!·,·,': -... ~:.·-. ·, ·.:_·-,. -~ --. . : -. ' ., ' .. ,·, .-~-~-:-. ·-;,~;· · SYSTEM . MAKE AND J)ESIGN OUTPUT . RATED EFFICIENCY t----,----r---c----'---,-------l NAME MODEL NO. . . . (BTU /HR) UNITS . ALLOWED PROPOSED «?-e, · ~-s-o*Ja.e>o, 1s~(J)/1) · . -· _-(A--P ~. a '")._ ~ · i-----t---'-----t-----------''---'--'-'------'---'---+-----"""---""--'"----i \ .. . : II' -•• r---------------------------'---+--::----~-- . ·-··· .···- . ' . . .,. . ·-.•\ ·--·.,. ..,,_~:---~ "';: ..... ,.. ..... -•· .... --·--,"f., • -· ••• - • 'I... __ .., - Nonresidential Complia:nce Fann MECHANICAL.VENTILATION~J_:-. . ··· ~·/t · i\ MECH;4 .(~ DATE · 'l·-~--11 ... -, --~ ·-·. :.-,_.,. · ..... ·of this form for each mcclianical.s stem. •: ., "'· .. MF.CHANIC;":I VF.NTir· ATTON .. . . .. . . . -. . _,, . . . . , .1 H ~ , i , ·. . ·. -~ ~--· · , .: ; , ~ _. ~· ... : .! ·· '1-·-•• '. ,:· • • .' •• • • : -•• ,t.: . _· .r .. _.; -~ -.~.- . lQL : ... @ ,. AREA BASIS .. COND-. CFM ·.MIN. SPACE. AREA PER.SF CFM NO. (SF) (BX C),: :-hdi)o ; {5 _45'0 · OCCUPANCY BASIS .-:; NO .. MIN. OF CFM . PEOJ'l)1 (EX 15J (en \gn)· .-: .... REQ'.D.: O.A.·· (MAX.OF. 0 OR, F) ~ro DESIGN ou:rpooR AIR - '~VA V ,MINIMUM <· :: .,_ CFM ,.:'~~::j_~ . .- LARGE_ST PESIGN_ : .MIN. M~ .. -·. CFM CFM ·. -~= :;· .. .,,.... ___ _ .. :~")~-d· .. : ·. TRANS- ··FER ·AIR .........:....· .. . "'··-·-···· .. 1-------l 1-----l-"""-'----1-----1 1---~--1--'---,--1 1-----,---! r-----1 1------1-----_:_~ I---''-'''--- ".-r •• . .... ,,.' .... --: '' ·: .• .. .: : .. ': ; . : . ~ .... ; ·, .. ·· '---'---'---~-'-'-,-----' ::=::;======::,'---~--' ,...'-_-_-_-_-~~-'-~---;_,.-'--_ -_ -:_-_-.:::..:; .'1/fovl-~-i-.~·-_-11:wvl TOTALS: (F0R· MECH-2) Minimum Ventilation Rate per·Seetidn § 121-, Table 1-F.· . :.-. . . Based on Expected-Number ofOceupnnts·or at least 50%-ofChi!P!.Cr 33 'l,Jl3C Oeeuiiant Density . . Mustbegreatcrthano·requaltoG,oruseTransferAir · · , . · · · .. · · · _ :. ·. · · ····::··." lfzonc·reheat or recoof is· used l must be less than or cqu1tl to G,or less than or equal to Total Design CFM X 0.3, or less than or eqtiafto BX O.~. or less.th.in orequ.al to 30i5'CFM;.wh.ichev~r is larger. · · ., ,. · · · . · ;,.'.···'· Must pc less lha:n or equal to l (ifapplieablc), but no less than G; unless Trllflsfcr_Air (15-) is use_d. ·· Must be greater than or·cqual to (G ~ 1:1), and: for.-Y AV, llr~ater than or equal to (G • J). • • _--._- ..,. ~ . . . -...... _- . ". ' :·~· ... _ -:-:· ·. ~(?j>l~~~1_;i) 9 i I ... CERTIFICATE OF COMPLIANCE (Partlof2) ENV-1 BUILDING CONDITIONED FLOOR AREA ?ffl·· . BUILDING TYPE . (81 N(?NRESIDENTIAL . ·. :· : ' D FUGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM.· PHASE OF CONSTRUCTION ~ NEW CONSTRUCTION' ·, D J\DDITION O ALTERATION D UNCONpITIONED (file affidavit) · METHOD OF ENVELOPE :~ COMPONENT D OVEIW,L ENVELOPE D PERFORMANCE . ', I COMPLIANCE I STATEMENT<OF COMPLIANCE · : · · ·I This Certificate of compliance 'lists the huilding features and performance specificati!?ns need to comply with Title 24, Parts 1 and , 6 of the California Code of Regulations. Th.is certi:ficat~ applies .0111:r to building envelope requirements. The documentation preparer hereby certifies that the docµmentatioli is ·accurate and complete. DOCUMENTATION AUTI:IOR ~l~lt:-. SIGNATURE DATE. e Principal Envelope Designer hereby c;ertifies that the proposed building design represented in this set of construction documents' is consistent with the other complhmce forms and· worksheets~ with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110; 116 through 118, and 140, 142, 143, or 149 ofi'itle 24, P~ 6. Please check OIJ.e: IZJ I hereby affirm that I am eligibie urtderthe provisions·ofDivision 3 ofj:he Business and Professions Code to sign this document as the person responsible for its preparation; and _th.a~ I. ain ~ civil _Erigiheer or Architect. D I affirm that I am eligibl~ under the exemption to ~.ivision 3 9fthe Business and Profession~ !2ode by section 5537.2:ofthe Hµsir1ess and P.tofossions Code to sign this document ~ the person respop,sible for its preparation; and that I am a licensed contractor preparing doc,:ume~ts for work ~at I have cop.traded to'p~rfonn. · D I affirm that I am ¢1igil;>le under th~ exemption to Division 3 6fthe Business '@d Profe.ssio~i Cod~ by section ____ of the · Code to sign this qocument as the person' responsible for its preparation; and for the following reasons:_-,.;..--,--,----,,--~.,,.;.:;..--·--'~.'""'--,--,-----a.,.·...,· __ · _· _ ·· Indicate location on pi~-of Note Block for Mandatory Measures ·1-1 ~..;_~_, _o_0.....:1 ______ .._____,... ___ ......, INSTRUCTIONS TO APPLICANT · For Detailed instructions ·o~ the use of this and all Energy Efficienci Standatd,s.compliance forms, please refer to the Nonresidential ··,_. -:' Manual published by.the California Energy ColllDiission. .. · . . . . ' : . . · . . . .. . . E~ -1: Reqµired on pl~s for all submittals. Part 2 iµay be incorporated in schedules on: plans:· · ~ · ·· · .;., · · ENV-2: Used for all submittali;; c,:hoose appropri~te versio11 depending on method of envelope,compUance. .· ., ... ~-' ... , ....... ~--. :,.,,;.~-:'.,. ENV-3: Optional. Use. if defatj.}t U-values ate not µ~ed. Choo~e appropri;:ite v~rsion for ~semQly U,:,value to be calculated. :-~7.:-:::..:.: : :·: '.:~t: · ' . . -. . . . . . ·, -. ~ ' I \ CERTIFICATE OF COMPLIANCE (Part2of2) ENV-1 OPAQUE SURFACES · · . ~ ASSEMBLY NAME (eg. Wall-1, Floor-1) INSULATION R-VALUE CONSTR,UCTION:TYPE e . R.-19, R-22, etc: (eg. Block, Wood, Metal) . · LOCATION/COMMENTS ... · (eg, Suspended Ceiling, Demising, etii: · · :.:., IJJM.1...,-1' .. . ~-· : -~----K~- I; . .h -~ 1 I ..,..,.-r·----~ . . ·. ~ •, .· .. ~ . . . . : .. •., WINDOWS . ~--·, :;_ ':'-;-.-\::·· . .-. .-·--c ·-: · . ·_ ·. · · . .-. · . . . · . -· ·, _ · _-·· .WINDOWNAME (eg. Window-I)· t-\~ .. ... NO. OF · ·u.VALUE PAINS ·-·-. .. FRAMETYPE EXTEJUOR ' -OVERHANG .. <Metal, Wood, etc.) . . SHADE ? CREDIT? , .. , .... ';" ::··. -. ~,:,-•;-' .~~-.. ::: ......... . SKYLIJGHTS , . . . ., . . . . . . . . . . • -' -• -~ • ' i -• t .. ' ' -• ' • • .. . . • ' ' . . -. . . . ' . ' NOOF U-VALUE FRAMETYPE .PANES .. . (Metal, Wood,.etc.) .. SKYLIGH'f.MATERIAL (Glass, Plastic; etc.) GLAZING TYPE (Clear, Low-E, etc.) " : NOTES'TO FIELD -For Buildin_g Department Use Onlv . · . ' . t.' ... ·---·· ,,~f ' r·;--...,.._l:4,· CERTIFICATE OF COMPLIANCE (Partlof3) MECH-I BUILDING TYPE ., : : .... ~ NO~SIDEN11AI,-D IDGHRISE RESIDENTIAL OBOTEL/MOTEL GUESTROOM. PHASE OF CONSTRUCTION. :-:izj NEW CONSTRUCTION: D ADDiTI0N D t,LTERATION D UNCONDIDONED (file ~davit) METHOD OF MECHANICAL,' [81 PRESCRIPTIVE CO.MPLIANCE . . D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE.PERMIT. .. :[gJ_ENVELOPECOMPLIANCEATIACHED · STATRMRNTOFCOMPT.TANCF. .· . . .. ,_ '. ~.-. ...:-.... This Certificate of Compliance lists the building feat;ures and perfonnance specifications need to comply with Title 24, Parts I · · and 6 of the California Code of Re~lations. This ·c rtific~te appUes only to buildini mechanical requirements. · . DATE The ·Principal .M<;!chanical Designer h eby certifies that the propos.ed building design represented iri this ~et of constructi~n ... , documents is consistent with the other c<;>mpliance forms and worksheets, with the specifications, and with any other calcul~tions submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in the applicable parts of Sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. · Please check one: .. ,. rgJ I hereby affinh tha~ I am eligible.~derthe-provisionsofDivision 3 of the Business:and Profe~!5ions Code·to sign this document as the person. responsible for its preparation; and that I am a Civil Engineer, Mechanical Engineer, or Architect. -. D I affmn .that I am eligible under the exemption to Djvision 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to ~ign tp.is document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for y;or~ that 1 have contracted to perform. -.. r·· · D I affi~ that I am eligible under the exemption to Division 3 ofthe Bui:;iness and Professions Code py Section___ of the .. Co~e to sign t · document as the per . responsiql~ for _its preparation; and for the following reason(s): _· -----.---'-----,--,......,.. ;_-.-,---::.,:~~--1.zj~---"-----'--. Indicate locatio1:1,'on plans of~ot~. Bl9ck for Mandatory Me~uie~ ..... I ~-,-...,_J1__,__Pi_~__,_f __ -'--__ __,__ ______ "':-""' INSTRUCTIONS TO APPLICANT I •• For Detailed instructions· on $.e use of this and all-Energy Efficiency Stati,d;mls compliance fonn_s, please refer to t)le, Nonresidential · · : ~-. · Manual published by the Californfa Energy Commission. · · · · :MECH-1: Required on plans.for all submittals. Pans2 & ~maybe incorporated in schedules on plans. :MECH-2: Required for all stibmittals; choose appropriate version depe;iding on method of ]Jlechanical complian,ce. · · :MECH-3: Required for all subinittals, but may be incorporated in schedules on plans . :MECH-4: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4 . • .. ~."! ~~· .r ,., ·-·. >. ~.-_- (. CERTIFICATE OF COMPLIANCE (Part2of3) MECH-I I DAT~ ---s._-'17 -J SYSTEM FEATURES· · jSYSTEM NAME ! 1 I A?:-_~ ---------------- MECHANICAL SYSTEMS . H--A&.-4: -_II At,.-~ -- TIME CONTROL ·_ --"'7·· ·. SETBACK CONTROL -NA ISOLATION ZONES · NA HEAT PUMP THERMOSTAT? .N ELECTRIC HEAT? N · FANCONTROL '[.-· -'; ·--~~ ' - VA V :tv1INIMUM POSITION CONTROL? '( SIMULTANEOUS HEAT/COOL? N HEAT AND COOL SUPPLY RESET? ,- N VENTILATION OUTDOOR DAMPER CONI:ROL? A A A ECONO:tv1IZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) _ HEATING EQUIP. TYPE HIGH EFFICIENCY? j IF YES ENTER EFF. # MAKE AND MODEL NUMBER COOLING EQUIP. TYPE HIGH EFFICIENCY? I IF YES ENTEREFF. # MAKE AND MODEL NUMBER -- coti~ TABLES; lcinter code_fro_rtl tahle-i)elqw into COlt!mnS above. · I --. 1; HEAT PUMP TH~RMOSTAT? _, TIME CONTROL SETBACK ISOLATION FAN CTRL. ZONES -·=-~ CONTROL --- ELECTRIC JIEAT? ' S: Prog. ~witi;h H: Heating .. . Epternumber<;if_ I: Inlet-Vanes 0: Occupancy Sen~or _C: Cooling Isolation Zones P: Variable':Pitch VAV MINIMUM POSITION GONTROt? _ ·Y:Yes •' -M: Manual Timer B: Both V:VFD O: Other SIMULTANEOUS UEAT/COOL? 'N:No ., C:Curve ---' HEAT AND COOL SUPPl. Y RESET? '• VENTILATION OUTDOOR -ECONOMIZER O.A,..CFM . DAMPER HIGH EFFIC1~NCY?·_ -' .. , . B: Air Balance A:Aufo A:Air Enter Outdoor · C: Outside Air Cert. G: Gi~vity W:Water AirCFM -- M: Out. Air.Me45ure N: Not Required Note: This shall D: Demand Control be no less tlian - N:Naturat: Column Gan ' -.MECH-4. NOTES TO FIELD -For Buildin~ Department Use Onlv · -· . · . . · , ,J DUCT INSULATION· -~------............, . SYSTEM NAME __ DUCTTYPE DUCT LOCATION DUCT TAPE Ai,LQWED? y ,N DUCT INSULATION (Roof, Plenum, et2.) Ac.,-~ ; · te-u.,i J4(a -· ' .. Ac,--'r ' .. --. A,e..,-r; : -. ., ' .. ... .... .. ' ·: D 181-_ , D.~l DD o-~ D~ DD· o~·.: ·Df81' -DD . DO . o·,o R-VALUE R-·2,1 - ,- . 'I PIP,E:INSULATION : :-·· . :· · .. : . ·. · · . : :· . -: _-. -· : INSULATION · .----SY-S-TE_M_N__,AM_E_......, ~---,---P-I--P:E_T_Y-PE--. -,---....,............,.., RE . 'D? :Y N (Su 1 ,Return, et~.) tt - -r . , . I---'--...........,----'--~-----, DO DD ·DD DD. OD .o·.o. DD oo· DD NOTES TO FIELD -For Building Department Use Onlv . ' .. I MECHANICAL SIZING AND FAN POWER MECH-2 PROJECTNAME 1-,,.,~ ~1tPl..;h-- SYS1EMNAME ..J , ' ~-~ . - NOTE: Provide one co of this fonn for each mechanical · stem when:usin the Prescri fi.ve A roach .. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET ~ULB'TEMPERATlJJIB. -INDOOR, DRY BULB TEMPERATURE 2. SIZING (APPENDIX C) (APP:eNDIX C) (APPE@IX C) -DESIGN OUTDOORAIR ....___-'-'--____,.-....... lcFM (ME'.cH 4; coLUMN H) -ENVELOPE LOAD -LIGHTING · · WATTS./ SF (L_TG-2) 1---,------------1 DATE FLOORAREA. J ..... c_o_o_L_IN_G---1 ~·. 4~,12,&1 l(l.,?,7~ lli,co::>_ -PEOPLE # OF PEOPLE (MECH 4; COLUMN E) 1-------''------l 1 o, od'J -:MISC. EQUIPMENT 'WATTS/SF -~o,~f~ -OTHER ( PROCESS LOADS, DUC1' ) 1---------=...,..,......~----'-------OTHER . LOSS, INfILTRATION, ETC... (Describe) -0--' ·~:-: EE (D~sc:ribe) · TOTALS .--I -5:f-~-,ca-ol I ~4~cn:,o I SAFETY/ WARM UP. FACTOR .... _ MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ W .ARMtIP FACTOR) ~~ 3. SELECTION: INSTALLED EQUIPMENT CAJ;> ACITY IF INSTALLED CAPACITY EXCEEPS MAXIMUM ADJUSTED LOAD, EXPLAIN 1 I ~c:i~,£!0° 11 *'~" I Kbtu / Hr Kbtu / Hr FAN:P.OWERCONSUMPTION-·-·· :·· , -· · . -·.· --· :_: -- '' DESIGN· FAN DESCRIPTION •BRAKKHP ~A £i;, .. . ~· .. - -· " NOTE: ·Include only fan systems exceeding 25 .HP (see§ 144). Total Fan System Power Demand may not e~ceed-0.8 Watts1CFMfor constant volume systems or 1,25 Watts/CFM f9r VAY systems. Nonresidential Compliance Form .-~r :[ID EFFICIENCY_. MOTOR DRIVE ,, '· · NUMBER OF FANS . ' , . TOTALS PEAK WATTS-· Bx Ex 746 / (C x D) .. -· I : ---[ill .·-·:,CFM (Supply Fans) L---------,,-----'1 ==' ==:::::· · 1- TOTAL FAN SYSTEM 1 1· . POWERDEMAND ·co!.F/Co!.G . WAITS I CFM -. January _1996 ME'CHANICAL SIZING AND FAN POWER . · MECH-2 \ l'ROJECr NAME SYSTEM NAME .FLOOR /\RE/\ Av-:~-zo NOTE: Provide one co oft11is forin (or.each mechanicals stem when usin ilic'Prcscri Live A · roach. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: COOLING HEATING -OUTDOOR, DRY BVLBTEMPERATt.m.E -OUTDOOR, WET BULB TBMPERA TUR.E -INDOOR, DRY BULi;\ TEMPER.A TlJRE 2. SIZING (APPENDIX C) (APPENDIX C}. {APPENDJX C) _ -DESIGN OUTDOOR AIR ~--~~'CFM(MECH 4; COLUMN H) -ENVELOPE LOAD -LIGHTING WATTS I SF (LTG0 2) t-~-,--.......,.-1 -PEOPLE # OF PEOPLE (MECH 4; COLUMN E) 1------1 -MISC. EQUIPMENT WATTS/SF -OTHER c-PROCESS LOADS, DUCT . ) r""---,---'----1 -,-___,.,...,......~---- -OTHER LOSS, INFILTRATION, ETC.. (Describe) · (Describe) TOTALS SAFETY/ WARM UP FACTOR MAXIMUM ADJUSTED LOAD (TOTALS FROMABOyEx.SAFETY/WA:RMUP FACTOR) 3. SELECTION: 7o 4-z.q~ B(,2-f 't f,Z.,tf'~ C,(oO /'Z.A,z,~ eA-Zf ' INSTALLED EQUIPMENT CAPACITY l~,oo.? I 1·\?:1:,0<10 I,~ Kbtu / Hr Kbtu / Hr IF INSTALLED CAPAClTY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN * ~ _ CM.;_.°t --~~ ~ FAN POWER CONSUMPTION DESiGN FAN DESCRIPTiON BRAKRHP, \--\A L.z.~--' .. •· ' NOTE: _Include only fan systems·exceeding 25 HP (sec§ 144). Total Fan System Power Dcmand·may not exceed 0.8 Walts/CFM for constant volume systems.or 1.2'5 Watts/CFM for VA V systems, Nonresidential Compliance 'Form -{ EFFICIENCY MOTOR DRIVE- ,, . ., ; 00 . NUMBER :~EAKWATTS CFM OF FANS B x E x 746 / (C x. (Supply Faris) D) . .. TOTALS I !=I ==:;===: TOTAL FAN SYSTEM 1 . · ---1 · POWER DEMAND col. F /Col. a _ WA'ffS/CFM .. January I 996 ... ,·. ' ~ .. -. ' • I MECHANICAL SIZING AND FAN POWER . . . MECH-2 ... PROJECT NAME W¾tOL.Kl-1,0 I c;,.~S~ -1?~1 {4./4{f.4{er . SYSTEM NAME ~-$-. .. NOTE: Provide one COPY of this fonn for each-mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, DRY 8ULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2. SIZING (APP~NDIX C) (APPENDIX C) (APPENDIXC) DZ\TE FLOOR AREA "2,'?\ I . COOLING HEATING e,~ ~-!, "'7 1s· 7D -DESIGN OUTDOOR AIR .,...,t_-,---'--,-~'CFM (MECH 4; COLUMN H) -ENVELOPE LOAD -LIGHTING WATTS/SF(LTG-2) S 1---'------'-l -PEOPLE # OF PEOPLJ;: (MECH 4; COLUMN E) 1 ~ S~ 1--'------l 1--i..i...:-....:;;.;....~ -MISC. EQUIPMENT WATTS I SF ( ;oi t:7 5 -OTHER ( PROCESS LOADS DUCT ) t--'---:'-----1 ~ -ttaM:. _ OTHER LOSS, INFIL TRAT!ON, ETC.. (Describe)' 4-ISD c==J ~ c==J (Describe). TOTALS 1 -z~, (JV?) 11 4-<i, wo SAFETY/ WARM UP FACTOR I 1-VI l.<f-3 MAXIMUM ADJUSTED LOAD (TOTALS. FROM ABOVE x SAFETY/ WARMUP FACTOR) · e+,;oo 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS tv1AXIMUM ADJUSTED LOAD, EXPLAIN FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP . ~A _t-l-S - ... NOTE: Include only fan systcms·cxcecding 25 HP:.(s9e §. 144). · Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VA V systems. . Nonresidential Compliance Form t ' EFFICIENCY MOTOR DRIVE ·, '• , . NUMJ3ER QF'FANS. . . 10. trr0 11 ·(t:,t.h 000 I Kbtu I Hr Kbtu / Hr P.EAKWATIS 8 x Ex 746 / (C x D) CFM (Supply Fans) TOTALS I 11 I TOTAL FAN SYSTEM I . . · 1 POWER DEMAND col.FI Col. G WAITS/CfM January 1996 .~ MECHANICAL EQUIPMENT SUMMARY MECH-3 -----1--- COOLING EQUIPMENT SYSTEM MAKEAND. . DESIGN OUTPtrr TOTAL RATRn .. : .. ~11 :1t-NLV NAME MODELNO. <BTU/HR) DESIGNCFM UNITS .ALLOWED PROPOSED. IEcf~9~jEBI El!D DD KJD DD KID· A~~'.J ~ dAe,J oo.a.u, .o40.tnFO ' t,<t.;-+ ,...,--.. ;..--~ %11:'.>POl(.I,, J-Z.S,O-V-O . .. kc,-$ ~P,.-1'\-t'M $c.. ~WOt?O(i l,<;,lr)'"D ,. -- .. .. . . .. ~ . . .. ... ,. \4-. 00,0 ~(L,- c:; ooo ~-... .. "Z.-?to ee,v ,. .,. .. .. · . -· ·<A.O .. .. 1-.o ~,o .. ... .. !:, . 7 ff,t> If. 0 .. DD DD DD DD ·oo· _DO ... oo_· DD DD DD HEATING EQUIPMENT · . . · -, . . . ---SYSTEM MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BT_U /HR) UNITS ALLOWED PROPOSED A6 ... ; ~ l'L-11-\~ 4-S, 6J O O 44 •• • C · 3~o.e-o. ~p ¢/1 ~,o ' .. -. ~ : : icl---+ Ci6..p •• (Z;\e,t..-~H-JDo(q _ lO"Z-1 oo:;o Ct,p· "'2--q ?to ~ .. -~-s ~f-l1\--l6-l(.-4~ wooo.; \D_Z, 6, oo_ Cop_, i,.ti ·?,0 ' . •" ... .... -'!.,~--~~.; ~-. .. h •••• . • .... J .. .. .. . -· ; ·--·~ .. . · .. , :, .. ' ,· Nonresidential Compliance Form January l996 ,_. MECHANICAL.VENTILATIONft _·· ~· .. :f /\ MEca:::1:f · DATIi NOTE: Provide one co oflfiis fo'rm for each mechanical ·s stem. MRCHANICJXI~VRNTll,ATTON .... -,-; ·· ·-.... .-.p_._ .. ,-~ , ':L -~ .. ... .,;:·· ___ .. -:-;_ .. AREA BASIS OCCUPANCY BA.SIS COND CFM MIN. NO: ' MIN. SPACE AREA' CFM OF CFM NO. (SF) PER SF (BX(:) PEOP)~E (EX 15) J"'Gif o, .- 7~. ,1,,o /4-!,0 *" .?.,C,'l'f.' . ,' . ' .. 1-------l REQ,.'D; 0.A. (MAX.OF DO.RF) '. ?;t.'f "J DESIGN OUTDOOR AIR II] IT] VAVMINIMUM CFM LARGEST DESIGN MIN. -MIN. CFM CFM -,;......,:. . \ .. --~ ...... TRANS- FER AIR - 1--~-~ 1--------' l-----,--'"-/-----'--l-~---1 l---,-...c.,--'-::-1-------l 1------<-·>-------< i-------1------1 I---'--'--.• : ; : . ···~ ,__ __ __,_~~---'--'-'---~, :::=========i'------,~ .... -~-~ :::======.:::: TOTAI,,S (FOR-MECI-1-2) I ~ I I 1;"'1~ 11.?yfp~eJ:> I Minimum Ventilation Rate per Section§ 121, Table 1-F: .... , . Bq5cd on Expected Number of Occupants or at lea$t 50% of Chapter 33 l:JBC Occu~ant Density . Must be greater than or equal to G, or use Transfer Air · · · · · · lfzonc reheat or recool is used, I must.be less-than or cq_ual· to G,_ or less than or equal to Tot!\l Design CFM X 0.3, or less than or equal to BX DA, or less !han or equal to 300 CFM, whichever is larger. . . ·. ·. . ( Must be less than or equal to-I (if applicable),.lrnt no 'less than G, unless Transfer Air (K) 1s use.d. Must he grcat~r than or equal to (G -l·D~ ajld, tbr VA V. ~rcater than or equal to (G -J)., : Nonresidential Compli,mce Form Janu~F)' 199( : ---~~-----'-----'-------'-------.. Ml!CHANICAL VENTILATION·:; : MECH-4 !'Romer NAME L..e ~ 0 L.At--1 DATE SYSTEM NAMI; A,_(,.. - . . NOTE: Provide one co ofU1is fomi for each mechanical stem. MF.CHANTCAT, VF.NTH .ATTON ~ [ill [g. [Q] .Iru IE] [Q] [HJ II] [II [R] .. AREA BASIS OCCUPANCY BASIS . .. VAVMINIMUM REQ'D .. CFM COND MIN. NO. MIN. O.A. DESIGN LARGEST. DESIGN TRANS- SPACE AREA CFM CFM OF CFM (MAX.OF, OUTDOOR MIN. FER PER SF AIR MIN. NO. (SF). (BXC) PEOPLE (EX 15) DORF) CFM; CFM AIR ~Ge, (e,1-o 'I;, 1,7~ lb ,i.70 't-7~ q,;.,.y,~-· .{C:,Zjo ·14,~ - .. ' . ' ' ' - ~ " I .. ,, ' ',, : " :11 TOTALS (FORMECH-2) 1 · I e, . I I ti, 7,; t;~"o I " '. I · Mlnimum Ventilation Rare per Section§ 121,Table. I-F:. Based on Expected Number of Occupants or at least'50% of Chapter 33 UBC'Occul?ant Density Must be greater than or equal to G, or use Transfer Air If zone reheat or recool is used, I must lie less than or equal to G, or less tha:n or·equal· to Total Design-<;:FMX 0.3, or less than or equal.to BX 0.4, or less than or equal to 300 CFM, whichever is larger. · · ' . fiB Must be less than or equal to I (if applicable), but no less than-G,,unless Transfer Air (K) is used . Must be greater than or equal to-(G -H), and, for VAV, greater than or equal to.(G -J). -~ . ' c Nonresidential Compliance For-r:i January 1996 · . ' -. -~ .. . ~. -~-·,..'--.-.·,. •. - MJ!CHANICAL VENTILATION MECI-I-4 SYSTEM NAME . · . . · l ~ -~ .. -. . . -' . P(c.,,,,, 7 -' ,. - I NOTE: Provide one copy of this fonn.for.cacliniccluinical.systcni. MF.CHANTCAT. VF.NTH .ATTON SPACE NO. ,AREA-BASIS · · -~·-,·. COND AREA (SF) MIN .. CFM 'PERSF · CfM OlXC} OCCUPANCY BASIS NO.- OF . PEOPLE. MIN. QFM <EX 15) REQ']). O.A.· (MAX.OF .. DORF) ~So DESIGN OUTDOOR '··AiR ·., DATE ...... ,; ..... -... ·.,,.,,:., C·,NAVMINIMUM :. ·//Y cFM·. ,:=·· ~-· J,,AR.GEST DESIGN .. ·.MJN; MiN. CFM CFM :-· TRANS- FER AIR I _, LEGOLAN.D· Transmittal CARL..58AD :::~~#,;e..P~~··············,······························· Q Q Q ~o~~~~Y.~.:;t~~~······························· (\ Q Q :::::: ::: : :: : · ::: :: ··:::::::::::: ::::~~:::::::=:::::::::::::::::::: ~ Q Q Date j·11;·1,s . • . -. ·········1-·~··1·~··································································· Transmittal from Name Bi.11 Pridgen ......................... -........ -..................... ---.................... :. -.... ;. .................. .;; ................ -.............. -.. -.. -......................... -.. -.................. -.. -.................. -........ .. Company LEGOLAND Estat.es A,G Department .................................................. -----·----~-------------------·!··--------------------------------------------------------- !~'~?.~~~: ............ ? .~ 9. :~ ~. ~ ::~:? .~ 9 ...... -··· ............. , ........... ·~.~Q: .................. °.f .................... . Copy to . . . .. .. . .. .. . .. .. .. .. .. . .. .. .. .. .. . .. .. -......... -.... -..................... -...... -.... -.... -................ ---.............. -.... -............................ -.......................... .;; ... · ............... -........ -.. .. We are enclosing the following materials: Transmitted via: 0 USMail D For your information only D For your review & comme.nt 0 Per your request D Reply requested Other: 0 Federal Express 0 Hand Delivery 0 Pick up 0 Other: Quantity: Date: . Description: ~ (2. (z) (t.) Remarks 20089·1 /tWM,.,J. .,, ; '"" II II LEGOLAND Carlsbad, Inc .. 5600 Avenida Encinc!s, Suite 130, ¢arlsbad CA. 92008, USA (619)438-5570, Fax (619) 438-9499 II 07/04 1 98 08:50 +49 8221 351333 RAMADA GUNZBURG -->000.17604389499711 Pg. 01 APR-OB-98 rlOM 10:52 CITY OF CMLSBAD C0111 DE FAX NO. 4380894 P.08 NON-RESIOENTIAL ·ceRTJFICATE: N~ Larld Otn!r. PMN ...... Cllllcncwfulr,n ._._ ,-....,.,...,-L111Se1sta1t1te DP1n 11erara~. ,,_...,,.,ch1:1:1G1twill l!lllst)CU"~*-dNdew.lall ds,adllT2'--1aad011,..-Pfar,,erl), 'ff*i:,platisaVIIJllbl•Gllfriil the tmedtie*8t.....,.,..,......_ Prdpel'lJ _..SfFl*le ii rlllllitld befcft a Culdira oennlt·Wil .__. Yaraignlllr,ni11£AftJtlirJAllte~dldl~sM'ICl_,....tlifl'~ahawn. . b!5:r,o'-I'\"'!> \iiT<A-TE;:-s ,.. &----=------_____ 1111!19"' __________ _ ~ 0/I OWllfter' Talcr,b:na ~»~.:-_0 ......... e:..;:, \J..;;:;:Q.::.;b,..11,,1.;,\~cl-~ ...... ii .. .1'.l-C..=..~-l:0 .. 0,a,,,~-,=.sb~---k '~ .J.. Ll(;o Qa.t.JL. ™'~ -. I PMjc:ctAlliltw• ~~~o._,,.-w._\$;.11\w1aiw:1Q..._ ....... ,..(.Allll,ijjst"""!·.-. __ C\_2.~~~0~1.:..-c 4!1:~lallad=..._--......,_.;;;:..,ls:---&.,_91GO_,,CI~. ~-E ~s P:llrcll!t NUl'IIW. ar A5'N anri Lei 'RlU111111eP i Piiiit ,-t-.ld¥ded. 78 ... \&8 Aadldb,-Q••~No. Ni-155nad1111ad ~fleCQCG1.1JC1oliheelt,'f!ICatiu ad.~-~City 'l!t:eulhorialdti,t.yaaplldal'T•irt·ei.mrr-.itJ f!ec:lllel: rlaJCtNa.. 1. All~ ,-e:"'1,.1.IDClfl._ mRDc:flletitltbM-LJ pal'ldt. .._. hwehq:6:inta (1) ,-yht 8PECIA1-bEWLCW't'AX ON!:- "rJl\tl:er.R!) WUl'l'lelheA'NW.SP!CW..·TAX• DJVEL,oPEI::> PROPeRT'Yfcra Patiad nc1t1DP1ilr:es rt---,. fiWe(25),-.. PleaeinrlJ .. ! JDWadcabf~a..we--=finebelaw: · OP'nON-(1): 1 elect ts,.,.~ DEVB..0111111NT'TM ONE-TIME l"IClll'. • •!CN-IITJI payment Amcan d a...T.,._ -~· T• I 9t:]1 ~,G-..,--. °"'1or'e lrillllo .• twelll) -.,.. MailnumArnllill Spacial'Ta:.S......!I • .\.""',.I . . . ~ ~l=ITION '2): . I etc:ct~w 1he SPECIAL~ TAX •NNUA4sY tar =a ,__, fet -m 8*ald' ,,.. ~ . , L J DO Ml!RSl\"CSfflFY tJl.l0ER ~ TY·CF ~ TtiAT-rtm UNO~IO I& ffll PF«)PBim' OWNM OF.1HI! au!IJl!!CT ll'ltDPsttY' AND TWAT J UNDERST~ AND WIU. COIIFLY VVITH 1HE ~SIONs/i&ffATED AIICMt . . Ttllo .r lb_%~ ~tf .. 'n,g ~al CatWmd t,aa n:1Un::f.,.ndeilly Wllledh, ltlwliil\'llal1 ~ ~ 'Th,111efun:. wa.....,. na ~-tD the~ ff' Cf!lfflllldiel ! H of lis infofflm&u... NON-RESIDENTIAL CERTIFICATE APR-Op-98 MQN 10:53 CITY OF CARLSBAD COMM DE FAX NO. 438089_4~. ______ P._oe __ _ CERTIFICATE OF COMPLIANCE . CITY OF CARLSBA,D Plan Check No. j(:3~\~---a_ COMMUNITY D~VELOPMENT 2075 LAS PAI.MAS-DR., CARLSBAD. CA 92009 (619) 438··1 161 This form shall be used to determine the amount of schooi fees for a project and to verify that the project applicant has complied with the school fee requirements. No building permits for the projects shall be issued until the certification is signed by the appropriate school district and returned .to the City of Carlsbad Building Department. · · SCHOOL DISTRICT: ~ Carlsbad Unifi.ed 801 -Pine Avenue Carlsbad CA 92008 (434-0661) Encinitas Union --101 South Rancho Santa Fe Rd. Encinitas CA 92024 {944-4300) ____ San Marcos Unified 215 Mata Way . -- San --Marcos . CA 92069 736-2200 San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) Project Applicant Project Address: --------------------------APN: ~-.l.22.: 0 j oo 1 Lc.<;,o RESIDENTIAL: SQ. FT. of living area ____ ...... number of dwelling units _____ _ SQ. FT. of coveted area ____ SQ. FT. of garage area ______ _ COMMERCIAt.~1:51:RIAL:nsfR::.TT: AREA 2:"f, !,G, 9, )I D <3 o ~ .$ g 8/ 6 , '10 Pr.epared by ~~ -~ . . Date .1 \1<.\l ~ r FEE CERTIFICA ilON . · {To be completed by the School Qistrict) ·_.]__ Applicant has co~plied with fee requirement under CiQvernment Code 53080 Project is subject to an existing fee agreement -- --Project is exempt from Government Code 53080 -Final Map approval and construaion started before September 1, 1986. (other school fees paid) __ Other---------;....-----------...----------------- Residential Fee Levied: $ ______ based on-------'-----sq. ft. @ ______ _ Coml'Tlh ndust Fee Levied: $ "8°6 I (') .1 t) based on °'q 1 3(p q sq. ft. @ 3CJ'f: .1._J {) /) a -J. A. Blair ___ _._ __ _ -_.,,., ~ J~ AssistantSupt· Business Services Schoo·( District Official. -1 -..,,.-r.n' Title . ·i(e,, B V I L D I N G P E ~ M I T PCR No: PCR9'8240 .Project No: A9s·o-o·z19 Development No:- 12/08/98_ 16: 48 Page 1 of 1 Job Address; 1 LEGO DR· Permit Type: PLAN CHECK REVISION Parcel N6-.~ Valuation:_ a Suite: ·Lot#: Occupan~y J;;ro:up: Reference#: Descripti6n: REVISION-BEGINING ELECTRIC ·-: CB980158 Fee description Plan Check 760 Cons:tructi-on Type: Status: Applied::- Apr/Is·SUE:H Ent~red By: 804-835$ VN ISSUED 1·4/0$/98 -12/08/9-S _ JM . ' ,, Data .. ,_ • ·---,v ·, • • - 55.00 :L APPROVAL ~~--OM~--- ClEAAANCE-...:.-""""""""~~===-~: CITY OF CARLS13AD 2075 Las Paimas Dr., Carlsbad, CA 92()09 (760}438-1161 / I, l ,. . FOR OFFICE USE ONLY PERMIT APPLICATION PLAN CHECK NO. Pc.R/i(j2f () CITY OF CARLSBAD BUILDING DEPARTMENT EST. VAL. ___________ _ 2075 Las Palmas Dr., Carlsbad (760) 438-1161 CA 92009 Legal Description Lot No. Subdivision ·Name/Number Assessor's Parcel # Existing Use WtMt:-\l~ ~-~\$(DN?' Description of Work I SO. FT. #of Stories Name Address City :si~;lfcoN1:BA'"C:1;01r~:co~)".f~A~!!"'·:, .~:·0':' !';-lt::~:t::· ,·,:-: :: :'~ .{;(,. :-... Unit No. Phase No. Total # of units Proposed Use # of Bedrooms # of ·Bathrooms S.tate/Zip Telephone#· (Sec. 7031,5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure~ prior to its issuance, also requires the applicant for such permit to file a signed statement that he is licensed purs·uant to the provisions of toe.Contractor's License Law [Chapter 9, commending with Section 2000 of Division 3 of the Business and Professions Code! gr that ·h_e is exempt therefrom; and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a-permit subjects the applicant to a.civil penalty of not more than five hundred dollars [$500)). Name Address City State/Zip Telephone.# State License # _________ _ License Class _________ _ City Business License # _______ _ Designer Name Address City Telephone State License # _________ _ ~~W.Q.Qllijf~QMtiR$t\ "t:(O~:tift:~fs~~~~¼2s~~;!~~f~E~~?rT;~;~::\:Y':J~:':.\~~~~z~.-r~;;~~;} 5~i~\~:"::~~;~·:~'f:~~f~~~::~.f~]~~J;;~-~·fa2;~~?Xf';;,;:-~~~~~i Wor.kers' Compensation Declaration: I hereby affirm under pena_lty of perjury one of the following declarations: · . 0 I have and will maintain a certificate of consent to self-insure fgr workers' compensation as provided by. Section 3700 ·of the Labor Code, for the performance of the work for which this permit is issued. 0 I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and policy number are: Insurance Company ___________ ~~-....,,..-----~-Policy No._____________ Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS i$100) OR'LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is:issued, I shall not employ any person in any·manner so as to become subject to the Workers' Compensation Laws of .California. WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000), in addition to the cost of compensation, !famages as provided for in Section 3706 of the Labor code, interest and attorney's fees. i:;,.~~;;:R-,~-)f-_u-)t--o-E-:R-]D-WE-_C-,l!A-'.-)-,~-)r-,-,10-.'.:.,...~-f:"_js_j_~{-,:.,-,J-.,.,-:.~-;:-:;:-,:-;:~:.,,-::,t-;:_(_\--.,,-,·;,-:;;:-:~-~---;;-'':',:_\_•_:-~~'.;-,-;~-i:'.-,:;-·,;-:r-·,-:-,-.--',-,.-;-.~-DATE ______ ;,7;-~•7\-;;i-;;-:;l,-;;,~-~'1: I hereby affirm that I am exempt from the Contractor's License Law for the following-reason: 0 I, as owner of the-property or my employees with· wages as their sole compensation, will do the work and the structure is not intended or offered for .sale (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who ·builds or improves ttiereon, and who does such work himself or through his own employees, providec;I that such improvements are not intended or offereq for sale. If, however, the building-or improvement is sold within one year of completion, the owner-builder wiU-have the burden of proving that he did-nQt build or improve for the purpose of sale). D I, as owner of the prQperty, afu exclu~ively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or' improves thereon, .and contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). · 0 I am exempt under Section -~----Business and Professions Code for this reason: 1. I personally plan to provide the major.labor and materials for construction of the proposed·property improvement. 0 YES ONO 2. I (have / have not) signed an application for a buildin!J permit for ·the proposed work. 3. I have contracted _with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):· . . . ' 4. I plan to provide portions of the work, but 1· have hired the following person to coordinate,. supervise and provide the. major work (fnclude name / address / phone number/ contractors license number): __ ~-'--~~--------------~-------'----------------------- 5. I will provide some of the work, but I have contracted (hired) the. following persons to provide the work indicated (include name / address / phone number / type of work): _____ -----~------~--~------,-~----------------,----------------- PROPERTY OWNER SIGNATURE ____________ ~------.,.----DATE _________ _ ;Qo."Me,rt.~t;iirs1~e.ciiifN1F,Q.'.ll1N.ok~~lP'1V:ff:.f4:JijJ(DlNG:i>:i:~~n:~9~W~:i~+r·z,_:t.,~·.;:·:<;,;,:5rr;:t.~J:cI~J~:151::tZR{~~?\~1f:!rtJf;!~~'.'.:Y<.f ;;;;"t-i1,:Jzi:;;;::?~~ Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES O NO Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air q1.1ality management district? D YES D NO Is the facility to be constructed within 1,000 feet of the outer-boundary of a school site? D YES D NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY.NOT BE-ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. ·a.,-.~ {C0,NS,T,6U.C.II0!'f i:EN~ING}~GENC,iV,{,;;;: ~:;~:;c{J':,;_ ·,: : ;t ,:, >:i/:, .: . :.-::J~ '. ,t:: .. ,'-:'.,,.,o '':;,,:N · :-'. : ·;··. ,' · •.t: ;. ·. : •:·,: ' · I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is-issued (Sec. 3097(i) Civil Code). LENDER'S NAME ______________ _ LENDER'S ADDRESS __ _,__-'------~~-------------- I certify that I have read the application and state that the above information is correct and· that the information on the plans is accurate. I agree to -comply with all City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citt of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, IND!=MNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAIN$T SAID c1:ry IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required .for excavations 9ver 5'0" aeep and demolition or constr'uction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Buil · idial under the· pfovisions of t_his.C:ode shall expire by limitation and become null and void if the building or work authorized by such permit is not c a within 365 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time after the wo mmenced 'fo · . f 189 days (S~cHon 106.4.4 Uniform Building Code). \PLICANT'S SIGNATURE -"'~ •C :..--· / DATE ___ _,_/-'-Z_-_.-'-~--...,,/,_,,.fJ;.__ __ ~ \ · .)''E[LOW: Applicant PINK: Finance ........ \ r --': \, :_ ,. · EsGH Corporati·on. 1.n Partnersfiip Witfi (jove.mme.nt for 'lJuifaing Safe.tg DATE: 12/7/98 JURISDICTION: Legoland· PLAN CHECK NO.: See "Remarks" below SET: Revisions PROJECT ADDRESS: Legob,1nd PROJECT NAME: Single line revisions D The plans transmitted herewith have been corrected where necessary and substantially comply • with the jurisdiction's building, codes. · · · D D D The plans transmitted herewith will substantially cornply with the jurisdiction's building codes when minor deficiencies identified.below are resolved anq checked by building department staff. The plans transmitted herewith have significant deficien.cies 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 recheck. · The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. D The applicant's copy of the check list. has been sent to: D Esgil Corporation staff did not advise the applicant that the plan check has been completed. D Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: telephone#: Date contacted: (by: ) . Fax #: Mail Telephone Fax In Person· [8J REMARKS-: Single line revisions:PCR98-237 (98-2369).,. sheet F100 00 E502-3 (Delta 4&5),PCR98-2S8 (97-1456}-SheetA100 00 E501 (Delta4-8j, PCR98-239(97-2027) -sheet M100 00 E501{Delta1-2), PCR98-240((~8-158)-sheet B100 00 E501(Delta 3-5). By: Eric Jensen Esgil Corporation D GA D MB D EJ tJ PC enclosures: 12/3/98 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576