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HomeMy WebLinkAbout1 LEGOLAND DR; KENNELS; CB982495; Permit.. ' _, BU I ;Ei_D I N·G 09/0·2/98 15:: 28 Page . 1 ·o.f. 1 ~ob Ad9re~s :_ 1 LeGO DR Permit ·.Type: ,COMMERCIAL Parcel No: 211-0~2-16-00 Valuation: _Z2 ,272 BUILDING 1: P E R M I T Suite: L.ot#: ·Permit. No: .. J?ro j·ect. No : Development .No: 0750 09/02/98 0001 ·01 -C-PRMT Construction Type: CB982495-. A9 6-0J43 6 F'13050-01 02 469~00 .· NEW __ Occupancy Gr:·oup: Reference#: CB971456 Status: :i:ssUED.: 0-8/06/98 0·9/02/98 Description:_ DOG KENNELS LOCATED AT ADMIN :--LEGOLAND CARLSBAD FAMILY PARK ' 1i\L ll\lS-P. ~. - . I ·_._.wea,,a ;. l _.....,._ __....,__ ...... ~----------.. Ii' .:Applie<:1: Apr/:ts:sue: · Erit&red · By.: 7,60 804 8355 JM .. '.'"'"'m..,..-.~ 1 -i=~APF1~0~~L ilNS~~ .......... -DATE 5 {& 99_ . I · --· ·1 t CLEARANCE -· • _ J . ' . .. CITY OF CARLSBAD 2075 Las Palm.as Pr., Carlsbad, CA 92009 (619) 438~1161 PE~MfT:~Ai:>PLICATION. __ ,, CITY OF CARLSBAD BUILDING DEPARTMENT 2075 Las Palmas Dr., Carlsbad CA 92009 (760) 438-1161 Legal Description L:ot No. · Subdivision Name/Number Assessor's Parcel # Existing tise Pt'k l<0:lAAL~ /J() Aa11N Description of Work SQ. FT. #of Stories FOR OFFICE USE ~y · PLAN CHECK NO. wZtt?S EST. VAL ________ _.__ ____ Plan Ck. Deposit ---::i.t-:----:,--- Validated By--"-.,....-'""c::r4J~~'¥-J~~"'7"'r Date __ ---,, ....... _____ ~~~~-::r- Unit No: Pha!le No. ~, Proposed Use #'of Bedrooms Total# of units # of·Bathrqoms Name Address City S.tate/Zip Telephone# i!ii¥.l,~ij9Ji1:cMQ;tQR&cq,M~~~~;0:~":~%~itJ'.A1¼:s,:J::~~~t~;,;mr?1gt~~~r-tJ,;;xt0\~mt4W~4:f*1~\~\1&;;1~1.'1~.)i1ki,;~~;.:!~~aDJ (Sec. 7031.5 Business and Professions Code: Any City or County which requires a perinit'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 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. ex9cmpt 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 doflars [$5001). Name Address City State/Zip Telephone# State License # _____ ___, ___ _ Lii::en.se· Class _________ _ City Business Lic;ense # ------'----,---- Designer Name State License # Address City. State/Zip Telephone ib.~~~~~{QO.M~t.1!&TIQ&~~~~~~~~~j;0;,c,t~~~"?~lJ~~4~:,~l¼.·~@~iJ'~~~~~~~*~~~~ Workers' Compensation Declaration: I. heref?y 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 Labcir. Code, for the performance of the work for which this permit is issued. My worker's compensation insurance carrier and poiicy number are: Insurance Company ___________ -'--------------Policy No·---'------'----,-""---Expiration Date _______ _ (THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($100) OR·LESS) 0 CERTIFICATE OF EXEMPTION: I certify that in the performanc;e of the work for wh,ich. this,::pf!rmit 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 penaltie.s and civil fines up to one hundred thousand dollars 1$100,0001, in addition to the cost-of compensation, damages as provided ,for in.Section 3706 of th~ Labor code, interest and attorney's fees. SIGNATURE. ______________ __,.---'-,-------------------------, DATE ____________ _ ~~Mir~-~s1ti:4UictfifD:i:i~t~Je~v£~if2~::rr~m~,t~~t~;u~~~~{~,~tf£11t7i1~i1f:~!Tu~tf-:-i~~;,~f!:ik~,~,~11~~lt~~~1J~~0£~~{rt I hereby affirm that i am exempt from the Contractor's Lic;ense 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 l,.aw 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 safe. If, however, the building or improvement is sold within one year of completion, the owner-builder Will have the burden of proving·that.he did.not build or improve for the.purpose.of sale). 0 I, as owner of the property, am exclm;ively contracting with licensed contractors to construct .the·proj!!ct (Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds ·or improves thereon; ancf .. contracts for such projects with contractor(s) licensed pursuant to the Contractor's License Law). 0 lam exempt under .~~ctiofl----ee-'--'"'-=·'-·· Business and Professions Code for this reaso11: 1. l·personally plan to provide the major labor and materiais·for construction of thl! proposecl property improvement. 0 YES. ONO 2. I (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 1 phone number / contractors license number): 4. I plan to provide portions of the work, but I have. hired the following person to coordinate, supervise and provide the major work (incl Lide name / address / phone number/ contractors license number): ___ -'---------------------'----------'---,a----------------- 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): _________ ..,...-------------------,-----------------------------'--- 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 S!,Jbstance :Account Act? 0, YES O NO Is the applicant or future building occupant rl!quired to obtain a permit from the air pollution control district or air quality management district? 0 YES O NO Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? 0 YES O .NO IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE·OF OCCUPANCY.MAY NOT BE ISSUED UNLESS THE APPLICAN.T HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. . ffitfil:AllltflJtgijt.ltiE~GJKc;XS~fit~1~~~~~1ltl1~it1t~~~~~ei>~~~;;~t~Z%.{tZ-:~~$~~~~~fO?i-~~:~1%:;J~;¾f~f,:~:A~::f~~~~~%;; 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 Codeh- 19L~=i::11;:!r;:;;;,~;;;D;;;.'";;,;a;;::;,,,.,;;;; .. "';;;;,,.;:;;;,..:;;;;...,,,;;;:,~;:;,.,.;::;:4""1!\F::;:;;_ ;;;;;;:;..,,.,;:; ,;:;;;,';~::;;,,;;· ,;:;;;,~;;0 ,:;;;;m,;;,;;;:;·«.~,,;t;:;;:,,..,fuJ!l!:;;;:,.,.,1',&""'':~E::,:~:;,~:, R~·~:"~~:.;,;~:,;1,~;.;.!,:~;;.;s;:;;;;,™,;;;;, ;;;;: ;;:;_~;::;· ::;;;:;;=~.::;;;:t&;:;;,J,::;;:;.M':;:,,.,,;;:;,;,,fw:;;;~!H',l~=,.;;;. l!tli::;;;"';::;::R:;;;;.,::;;,£=;:;;· ':ii;;;;'""";:;;·:ffl=· :;;::;;;,~:::·:::::~~=.::. =,a,:=-=,,=·il!='f;-==··,=·z=, =4"'11',,. ~ ,,J:$lt:ll'm~~N ~~~$1,;AAAg_,i~Q~~,,,..x!'3'~~..:,~~,~ .. ~.f~~WID.&wr .. ,6»-~~A'~i1.'%:'~4~¢w.,~~~~4 1 -,,~"~Jit!:.::.~~~ffi?'ti~1:r~'ft::~·<r.,i:~ii-i .. W:B.~i, M¼>r~ 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, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAiNST ALL LIABILITIES, JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT. OSHA: An OSHA permit.is required for excavations over 5'0# deep and demolition or construction of structures over 3 stories in height. EXPIRATION: Every permit issued by the Bui • icial under the,provisions of this Code shall expire by limitation and become null and void if the building or work authorized by such permit is not c cl 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 to · f 180 days (Section 106.4.4,Uniform Building Code). DATE ---'"""B_· 5----=--.'9 ___ . -· -- YELLOW: Applicant PINK: Finance City of Carlsbad Inspection Request For: 3/15199 Permit# CB982495 Title: DOG KENNELS LOCATED AT ADMIN Description: LEGOLAND CARLSBAD FAMILY PARK Type: COM Sub Type: Job Address: 1 LEGO DR Suite: Lot Location: O.PPLICANT : GINA YU Owner: LEGOLAND CARLSBAD INC <LF> LEGO Remarks: Total Time: CD Description if CommenIB 39 Fimglectrical t$1 tJ_kc.- -·- Inspection History Date Description Act insp Comments 1/21/99 17 Interior Lath/Drywall WC PD 1/21/99 18 Exterior Lath/Drywall AP PD 1/13/99 17 Interior Lath/Drywall AP TP 1/13/99 18 Exterior Lath/Drywall AP TP 1/12/99 16 Insulation AP PD 1/12/99 18 Exterior Lath/Drywall AP PD 1/6/99 84 Rough Combo AP PD 11/16/98 11 Ftg/Foundation/Piers AP PD 11/16/98 12 Steel/Bond Beam AP PD 10/28/98 11 Ftg/Foundation/Piers AP PD NEED UFER Inspector Assignment: · PD --- Phone:/7 Inspect~ Requested By: JIM PAYTON Entered By: CHRISTINE SEE MULTIPLE SPECIAL INSPECTIONS SCANNED SEPARATELY CB972027 IS THE PLAN CHECK NUMBER FOR MANY OTHER CB 1 S r -, a ALSO ·SE·E CB971460(OUTER PARK) CB971465(ADMIN BLDG) l ii/ Information ~ • ®To Build On Page_1_· of_/_ Engineering • Consulting • ·Testing INSPECTION REPORT PROJECT (Name) j_ <!' tJW /4..... d cuENT___,.le=:c...,G---=o:,_ ___ _ DATE _ _.,,_/"--/-__.,;;J~()_-_,_5--"({ __ (Address) ~ CA-Ltr(J~ r ~ Architect·---.tif-_,__,,,O~i:,=------~-~ REPORT NQ. __ __,'7.....,a--....z""".c_:z, ____ -.... i/4-"~~~-<: Building Permit No. _____________ _ Engineer ___ /?Z ____ ·_t:1-__._r(/ _____________ _ Plan File No, _______________ _ Govt Contract No._· _____________ _ Contractor. __ ----,}31-=_I3~_,(_......,..._,......,.. _______ ___ OSAorOSHP~ Other D <SG INSPECTION _OSHPD __ OSA __ Specialty __ Mechanical __ Electrical __ Roofing __ Concrete __ Masonry ..X Struct Steel __ Prestress Cone __ Pile Driving __ Fireproofing __ Waterproofing __ Non-Destructive __ Soils Technician __ Batch Plant __ Bolt Pull-Out MAT'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 ______ .Jl. Plan & Specs _____ _ _____ Rinf.: W.W.F. ..1!... 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 .1:!._ Electrode Storage ___ _ ___ Units:~ _ Torque Applied --...Jt. Steei~ns.~~Zcim~..#,71:..L..J.Si...,~,..."------------ --_ H.S. Bolts ______ _ ___ Metal Deckin-. ____ _ __ .1{L Ele~trodes L; 7¢XJC _____ Fireproofing _____ _ _ __ Other ___________ Cor~ective 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 Nfi.M<'VA-,,.~ . J:4~ !NSPECTORS!GNATURF~~ ~ ~ PSI-B-900-170(2) CERT. No._Cfl:~Zr...!11¢~J'---_5p~-~#~-~=----'/ __ _ DATE __ ~/J._-_.;.)..=--i:6_-_')+-Y_.___ ____ _ 'l fttifiJ /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 November 17, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPOITT N0.:059-70202-1029 LOCATIONOFPLACEMENT DOG KENNEL SLAB-ON-GRADE, 8 1 NORTH OF SOUTH END, 10' EAST OF WEST END DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 17, 1998 10:30 am 7 AIR TEMPERATURE,°F 7 2 CONCRETE TEMPERATURE,°F 6 8 DATE RECEIVED IN LAB November 18, 1998 FIELD DATA SUBMITIED BY PSI\ROLAND ROOT MIXDATASUBMITIED BY PA:j:.,OMAR TRANSIT MIX SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO./TRUCK NO. 8 7 0 8 7 3 MIX NUMBER.AND PROPORTIONS 343004 CEMENT WATER FINE AGGREGAT~ COARSE AGGREGATE ADMJJITURE COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATIO J AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 18332 A 7 11/24/98 81000 6.00 28.27 2870 Cone 18332 B 28 12/15/98 105000 6.00 28 .27 3710 Cone 18332 C 28 12/15/98 9600·0 6.00 2·8 .27 3400 Cone 18332 D SPECIFICATIONS 28 3000 REMARKS; _K Cyllnders made by PSI representative. X Cyltnders picked up by PSI _ representative. X Test results comply with appltcable speclfication_s. Cyllnders made by Architect's or Contractor's representative. Cyllndi:rs deltvered to PSI laboratoiy. Test results do not comply with appltcable speclfications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. 0 C ,. co r·· TECHNICIAN: ROLAND ROOT Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ;;;:st?li?'les, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLE1!£STED AND MAY NOT BE INDICATIVE OF THE ENTlllDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITTEN PERMISSION BY PROFESSIONAL SERVICE lNDUSTRIEJ.&C, PSI A-200-4 (4)F DAVID J. R;Jt, ,. ~ 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 ;/ lrifonnation ~ • ®To Build On Page_1_of _j_ En"gineering • Consulting • Testing INSPECTION REPO.RT cuENT_-----.L....,.,e ___ ~"*...o ___ _ DATE_~(_O_-_.l_CJ __ -_q"'--~=--- Architect __ __._H....._~0-l;:!li( __ '--__________ _ Engineer _____ f1/l~..,__a.._ .... fYl~--------- Contractor: __ ___,L3--=:;__..i5=-__,,C _ __..""------------ INSPECTION MAT'LSAMPLING :Jl_ __ OSHPD -AJ--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 __ Oth~r -- __ Bolt Pull-Out _._Other PROJECT(Name) L e7t. !"1-hd · (Address) ~ 1 T . ~, u1' REPORT NO. :7 O 'Z.. C 7..., ~ 98~ Building Permit No._~------------ Pl~n File No·--------'------------ Govt. Contract No.-------------- OSA·or 03NPD # • Other· LJdJ L/L1. ,._-.e./. MATERIAL DESCRIPTION --1..NSPECTION CHECKLIST /0 Rinf.: Rebar Ji~ A,~ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons --1S,. Positions .JL. Cone.: Mix #/psilc,Jo6~..6 ,v.,,.. J:_ Sizes _ Cone.: Mix #/psi · / _ -Jtlaps _ Cone.: Mix #/psi ·_ Future Continuity #/psi _ Grout: Mix #/psi ~ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage __ Units: B~ck _ Torque Applied _Steel _H.S.Bolt$ _ 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 J),,.....,. ?~~ )_ (Prin~~ INSPECTORSIGNATUR~'])c:J ~• ¥ PSI-B-900-170(2) . _ CERT. NO.___,?~S::~:3=-?.L.f'......_ __ $"""J,)~7,1.--5.....,$:_.,_/ __ _ DAT~--/i-=0_-__,;2..=-CZ-----+':J .... ¥'------ l •J Information • .ToBuildOn Page...Lof_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) Le qo / A-:>-d cuENT_..,;La.....,,....c ..... J,,_,o ___ _ --oA-T ...... E -~/ a_·_-_Z"'-~-=-_-_5_._....?_ ~ / .. (Address) , -··A [;,.iZ-ls aei) . {_~ _ _!.C'@r-' REPORT NO. __ ...... ::o/,;...d_Za..aP ........ Z..__ ...... ZJ,'---=-o ___ ~.J_ Architect _______ // .............. --6~)--~----,------. Building Permit No. _____________ _ Engineer ___ _...rd_~.t_.,_/11____,'----------- Plan File No. ________________ _ Govt. Contract No. _ ____, ___________ _ Contractor: __ ~..,._/!:~b.._C-----------~SA-or ~HPD # • Other -.L)ot) . ~ A£ f INSPECTION MAT'I,. SAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST i __ QSHPD __ <:oncrete Cylinders --L Rinf.: Rebar ~:µn ~lS:-/(J Plan & Specs _OSA __ Cement _·Rinf.: W.W.F. ~ Clearances I --__ specialty __ Mortar Samples --_ RiJ'!.f.: Tendons 'id Positions __ Mechanical ___ Grout Samples _ Cone.: Mix #/psi Y..Sizes ' --' __ Electrical ___ Masonry Prisms --· __ Cone.: Mix #/psi ...1!l.. Laps I __ Roofing __ Masonry Block --_ Cone.: Mix #/psi _ Future Continuity #/psi ..J(_ Concrete ,--Fireproofing --_ Grout: Mix #/psi _ Consolidation I __ 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 . --_Steer ' __ Fireproofing __ Steel -·-_H.S.Bolts __ waterproofing __ H.S. Bolts --_ Metal Decking __ Non-Destructive __ Tendon (PT Strands) ·-Electrodes __ $oils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --_Other _ Corrective action required __ __ Bolt Pull-Out _-_Other _ Corrections completed REMARKS .. '· ' CERTIFICATION OF COMPLIANCE: To the best of QUr ~nowledge, all of the reported work, unless Gtherwise 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. ·-· ,·, . .,. • , ;.,fl;/1, CERT: ·N0._____;~::..._.,;;_3--';<i?~--?'-b~· # __ -·l.,.._, .-.S:....J.1 __ _ DAT~-----'-/_o_-...:c;Y'Z_;;__-__;_7....;:1/'------- l •J Iriformation I:!!. • .To Build Ort -Page_1_of_ · Engineering • Consulting • Testing INSPECTION REPORT CLIEN"La::pL\).~ ~ $fru'&s DATE\\-\':).,'\~ PROJECT (Namei k-<\ti..~~ ~--i, ~, (Address )Cw..>\,,s,\; Cb. • REPORT No.oSc:;-70:).,O~ ,.... /40{.. Architect _________________ _ Building Permit No. ________________ _ Plan File No. _______________ _ Engineer __________________ _ Govt. Contract No. ______________ _ OSAor OSHPD #-------------- Contractor. _______________ --'-----,--Other _____________________ _ INSPECTION MAT'LSAMPLING ATY MATERIAL DESCRIPTION INSPECTION CHECKLIST _QSHPD A_ Concrete Cylinders __ Rinf.: Rebar _ Plan & Specs _QSA _Cement ---_ Rinf.: W.W.F. _ Clearances _Specialty _ Mortar Samples --·-_ Rinf.: Tendons . _ Positions _Mechanical _ Grout Samples --_}Q_ Cone.: Mix~3'-\iol\'1 _Sizes _Electrical _ Masonry Prisms ~ Conc.:-Milt#/psi":!, QbO _Laps _Roofing .?,-;· _ Masonry Block --___ Cone.: Mix #/psi _ Future Continuity #/psi $_.concrete _ Fireproofing ---___ Grout: Mix #/psi _ Consolidation _Masonry _ Units (block or brick) --__ Mortar: Type/psi _ Mortar·Batching _struct Steel · __ Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --_ Units: Brick Torque Applied _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 REMARKS ~~~ b flk.·l ~NC:.:Q.'1°61 ~Y'¥;\."',b~ ?~ l)~o) \<'.,.c,.N ~ ~ .. ~ Li> '5 o~ ~,(2...\'clc-7 4$7',~~ \.vei,.\.L~ • ~ L~ '-G..~E.s b~ T'~\L~~Tiir -,~,,_ ~, ~scL', J.~T) ,;~ bj ""(:;~'Q·~~L \l·~,o<l-1 ~ sere c>f 14, Ohl& Fo~tt.. c y L n..) dAM + T«-"'-'-·~ ,V • ss "½ .,-.c.-~ ~ 87 o en ... ~L~t.:, -o ..:>-o. ~J... .. 8 "~ on.,'\L.. cf So~~ j . -\ J icl '=-'""'-;\"" t2 ~ \A.)-i.s't ~----.d .. ,, () • 0 ~,~IU)')c ~k~-:; ~vC.. -~s;) ~\(l....'j~. I . J ::to g{ ~' b~Sw "-'!> .,J. \~ \? \..\'c...~'-b~. -~~-~~ '.10 C..\A , iJ<:» v..tblLJs" ~~Cb~' LnN(..~~ bSA ~~L1\t,,d ~ f~t_&.......,·~I~~~·:-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~c\ £. ~-tlo'b -r,,_ (Prlntlearly) -1 CERT. NO. - ECTOR SIGNATURE\<.,cR'.~ ~ ~k: DATE l l-l 1 -', ~ 900-170(2) I · l"' ~·•, Information t:!.wll• ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES iNC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 29, 1998 LOCATION OF PLACEMENT DOG KENNEL GRADE BEAM DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F October 29, 1998 07:30 am 4 72 CONCRETE TEMPERATURE, °F 77 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY October 30, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT NO.: 059-70202-992 Sl)PPLIER PALOMAR TRANSIT MIX DELIVERY TIC!<ET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS 3 0 3 0 0 5 CEMENT WATER . FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 ---..---- BORATORY LA N UMBER 1 1 1 1 8128 8128 8128 8128 SPEC IFICATIONS I I I I SPECIMEN IDENTIFICATION OR SET NO. A. B C D ----j --I TEST AGE DATE OF (DAYS) TEST 7 11/05/98 28 11/26/98 28 11/26/98 i I I 28 l REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. TECHNICIAN: DAN RAMAGE TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 59000 6.00 I I ,I Cylinders picked up by PSI x_ representative. Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) . (PSI) TYPE OF BREAK 28.27 2090 Cone 3000 Test results comply with applicable specifications. Test results do.not comply with applicable specifications. Respectfully submitted, Professional SeNice Industries, Inc. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSEN) ~ .. {&-- 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,~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 LL_ l ;/ lriformation • ®To Build On Page_1_of~ Engineering • Consulting • Testing INSPECTION REPORT CLl\::NT __ L~t;:_C°=,_0 _____ _ DATE _ __._t~{-___ lo~--'i......,'}r __ Architect __ --'lf'-lj'-'Q~· (C.=-=------------ Engineer ____ (lll_~d--.__./Y]~----------~- Contractor __ ~--=--B:-. ..... C.-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) -- Xstruct Steel __ Asphalt Concrete --__ Prestress Cone __ Roofing --__ Pile Driving _. _ Reinf. Steel --__ Fireproofing · __ Steel --__ Waterproofing __ H.S. Bolts .-- __ Non-Destructive __ Tendon (PT Strands) -.-- __ Soils Technician __ Other --- __ Batch Plant __ Other --__ Bolt Pull-Out __ Other ---- PROJECT (Name)_l-=-~G"i.,-;--=Gz'-"-"fl..C,. ...... /rtn_.__._ ..... d-.· __ (Address)_=----------CJ+r fu-B11:D , (A.- REPoRr NO. __ ___.7 ...... o ..... U>~""'-2.,._, _-/2..__t __ ? /_2 Building Pl3rmit No. _____________ _ Plan Fife No, _______________ _ Gqvt. Contract No. _______________ _ _ OSAor~PD# Other ...J.)_ 0 C1 MATERIAL DESCRIPTION _ Rinf.: Rebar _Rinf.: W.W.F. _ Rinf.: Tendons _. Cone.: Mix #/psl __ Cone.: Mix #/psi _ Cone.: Mix #/psi _ Grout: Mix #/psi _ Mortar: Type/psi ·-Units: Block . _ _ Units: Brick _Steel _L H.S. BoltsAsT.-. 1-\)2..S- __ Metal Decking _ Electrodes _. Fireproofing _ Other INSPECTION CHECKLIST .J!L Plan & Specs _ Clearances - _ Positions ~Sizes _Laps _ Future Continuity #/psi . _ Consolidation _. _ Mortar Batching _ Electrode Storage A Torque Applied _ Corrective action required __ _ Corrections co1,11pleted 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 coy~rs the locations of the work inspected only and does not constitute engineering opin- ion or project control. · · ·· · INSPECTOR NAME ~ >4-n, t?~~(.; INSPECTOASIGNATUR~~~ PSl-8-900-170(2) CERT. NO.-'--. -1-<rl2:....J!..1-0~3,:!___S.,e...,. J.Li') _#_3~0...:..-/ __ _ DATE __ -«-,//_-_,_/(:_-~9.-.."£ _____ _ l i/ lriformatiOn ~ • ~To Build On Page_1_of_j_ Engineering • Consulting • Testing INSPECTION REPORT PROJECT (Name) . ·le GoL J· cuENT ___ ,l ___ e"----'~~o_· __ DATE_-L.../~;)_-----=:;3~-----'1¥'-'·'-'-· __ (Address)?"\ /1\ ~2lsne'tj, ~ Architect ___ _,_/_-/--L.-.-..,.0"'---"A__,,,_,___ ____ ____,.__ REPORT NO. 7c,zo:z_.. -/o -fB Building Permit No. _____________ _ Plan File No,----'------------- Engineer ___ ___.yY/'---_._'"".,.... ...... /YJ_.;_-<---------'----Govt. Contract No. _____________ _ Contractor. ___ ___..E __ · .... b---.... C..,. ,,..---,-------- OSAorOSH~= Other .~ ~ ,11 e.-J INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST __ OSHPD __ Concrete Cylinders --·-_ Rinf.: Rebar _,X 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 --_ C_onc.: Mix #/psi _Laps __ Roofing __ Masonry Block --_ Cope.: 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 __ f.ieinf. Steel ---31...steel lf<i'/>1 A~~ __ Fireproofing __ Steel --_H.S.Bolts __ Waterproofing __ H.S. Bolts --.dL Metal Decking.A<T--~ /1¥1/t. __ Non-Destructive __ Tendon (PT Strands) _tt2.. Electrodes C-/,.,r-JXY __ Soils Technician __ Other -·-_ Fireproofing __ Batch Plant __ Other --_Other Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed· -REMARKS CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans specifications and applicable sections of the building codes. This report covers the locations_ of the work inspected only and does not constitute engineering opin- ion or project control. · INSPECTOR NAM"~ . ?,t,:,-.. ,<I. G (:;_- --,;;:;a/"°"''" INSPECTORSIGNATURE~ ~ PSl-8-900-170(2) . CERT. No.__,9!.,.Q<t:--1-Z~0~5-"---5-1-"-7)'--~-'1 ..... S:....../,____ DATE __ __,_/_~_-,._5._-__ 7'/-e----,--- . l .... ~'i, Information ~., •. To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 October 29, 1998 -. ·-.. ------·-·------------. ---~ ---·-. -------~------...... -· -. --·-·. ---------· ---------- FIELD DATA: LOCATION OF PLACEMENT DOG KENNEL GRADE BEAM DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F October 29,, 1998 07:30 am 4 72 CONCRETE TEMPERATURE, °F 7 7 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY October 30, 1998 PSI\DAN RAMAGE PALOMAR TRANSIT MIX PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 0~9-70202-992 -::-::-::::-:.::.~--======= SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO.frRUCK NO. --' - MIX NUMBER AND PROPORTIONS 3 0 3 0 0 5 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N~IE:AEeLI.C86lEASIM..STAND.8BD.S.IJN~ESJ:l...QT!lEBIIYJSeJNCl!QAieD.:J:lJJ.!Me:..C14.:t,.Ql1.a;.Afil.QNIEl!II:J;~W!;JeMei:RATVBE:·~(W;__C8PPING· CJ 231-?3 COMPRESSION TEST RESULTS ASTM C39-94 I •• -i I LA BORATORY I ! NUMBER 1 1 1 1 8128 8128 8128 8128 - l ., I SPECIMEN TEST IDENTIFICATION AGE OR SET NO. (DAYS) A 7 B 28 C 28 D I --- TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 11/05/98 59000 6.00 11/26/98 102000 6.00 11/26/98 · 99000 6.00 I SPE i j CIFICATIONS I . ----__ .L 2_8 -------·--------------------- REMARKS: ~-Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TECHNICIAN: DAN RAMAGE Cylinders picked up by PSI x_ representative. Cylinders delivered to PSI laboratory. CYllNDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28 .. 27 2090 Cone 28.27 36id Cone 28.27 3500 Cone i 3000 Test results comply with applicable X specifications., 1 Test results do not comply with applicable specifications. CONFOR -S Respectfully submitted, cc : LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. "K. , CITY OF CARLSBAD ;;g:; 7/°J,~lnaustries, Inc. THESE TEST RE SUL TS APPL y ONL y TO THE SPECIFIC SAMPLES TESTED AND MA y NOT eE 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. R~, ~ DISTRICT MANAGE Professional ~ervice Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 . _/ .Es·GH Corpo:ration 'l.n Partnersliip 'Uiitli.<jovemment fo·r -'.Buifaing Safet:j DATE: August 18, 1'998. JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2495 PROJECT ADDRESS: 1 Lego Dt. PROJECT NAME:. Dog Kenne.ls . SET:I D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's ·building codes. rgj The plans transmitted .herewith will substantially comply with the jL,1risdiction's building codes when minor deficiencies identifi~d below ate-resolved and checked'. by building depar:tment. staff. · D The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected a11d resubmitted for a complete recheck. D The check list transmitted nerewith is.foryour information. The plans are:being held at Esgil Corporation until. cor;rected. 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: · 1Z! Esgil Corporation staff did not advise the applicant that the plan check 'has been completed. D Esgil Corporation staff did advise the_applicantthat tt:te plan check has been completed: Person contacted: telephone #: Date contac;ted: . . • (by: ) ·. I\) ~: · . · . . . _{\_· -~ Mail Telephone Fax In Person . / ~. · . / ~J rgj REMARKS: 1. Each sneet of the plans musfi>e signed, · 2. Speci~I inspecti<fu is required for the field welding. By: Kurt Culver Esgil Corporation D GA D CM D EJ D PC 8/1-0/98 · Enclosures: trnsrntJ..dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92i23 + (6J9) 560-1468 + Fax (619) 560-1576 • Carlsbad 98-2495 August 18, 1998 VALUAtlON AND PLAN CHECK-FEE JURISDICTION: Carlsbad PLAN CHECK NO.: 98-2495 PREPARED BY: Kurt Culver DATE: August 18,, 1998 BUILDING ADDRESS: 1 Lego 'Dr .. BUILDING OCCUPANCY: B TYPE OF CONSTRUCTION: V-N - BUILDING PORTION BUILDING AREA VALUATION' VALUE _ (ft 2) Ml.JL TIPLIER ($) -Kennel 640 -, 33 21,120 -, ' - -- - --- -- Air Conditionina Fire Sprinklers 640 1.80 . 1,152_ TOTAL VALUE 22,272 ----- D 199 UBC ·Building Permit _Fee [8J Bldg. Permit Fee .by ordinance: $ 227 .. 33 D 199 UBC Plan Check-Fee [81 Plqn Check Fee by ordinance: $ 147.76 Type of Review: ~ Complete Revi.ew ·o Structural Only --D Hourly D Repetitive Fee Applicable D Other: Esgii Plan Review Fee: $ 118.21 Comments: Sheet 1 of 1 macvalue,doc 5196 ,. ' _, rr I PLANNINC/ENGINEERINC .APPROVALS PERMIT NUMBER CB 9 8 2 l/ CJ~ ADDRESS .1. LEGO :Llc/ve. RESIDENTIAL RESIDENTIAL ADDITION MINOR ( < $10,000.00) PLANNER_~ ...... ·--=:---2:k_,___. ----··-·-..Z_,.· --------~ ENGINEER ---------------,.,.-------- Oocs/Mlsforms/Plannlng Engineering A!Jprovals .. TENANT IMPROVEMENT PLAZA CAMINQ REAL CARLSBAD COMPANY STORES VILLAGE FAIRE COMPLETE OFFiCE BUILDING DATE _____ .-=8__,.· 7_-_· 9"'-,-.8; ____ . ___,. DATE ---'------------- lz z I ~ r ==;:=== ~ MARTIN & MARTIN, IN'C. <( Structural & Civil Engineers I ~-----~--7B_o1_M_is_sio_n _ce_nte_r c_t._#4_o_o __ sa_n D_ie_go_, c_A _92_1o_s __ Ph_on_e _(61_9J_4_97_-2_11_s __ Fa_x (_61_9J_49_7-_D4_29 I I I I I I ·1 I I I I I I I I I STRUCTURAL CALCULATIONS FO-R Legoland Carlsbad (M&M PROJECT NO. 960240.00) Service & Administration Cluster {IGMP n1-Pac:kage) Dog Kennels Architect of Record: Hellmuth Obata & Kassabaum For Bulletin No. 368 June 24, 1998 I I I I I I I I I I I I I I I I I I I SUBJECT Roof Framing Column Design Lateral Design Foundation Design DOG KENNELS INDEX SHEET NO. 1-4 5 6-17 18-20 MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 JOB__,....~f.....;::~=.::::-=-=L=&:P:;....i;x..==,.;.----'-------- SHEET NO. ____ { _____ OF 2._ C) CALCULATED BY _~ __ :.::S="-M....:.C==-' ------DATE ~ l q, 8 /)~ CHECKED BY----'-------DATE ____ _ scALE ________ ___,....;D_o____;:6--;...._~~-E'M_.:._'..;::....::.~-==---- : ': -• ) • .. • • • ,! • ~ • • •• ~ , .t ' ,., .. l)~ . L-orft:>·'. B,/u J?oop 0/ G-i2.A,-vtL I h_ w -.,.20 GA /"1 ~/_ J) tc-l::. VJ.S ULA-==,-t O ,-..../ C1=.,.L-11--tG- M ¢ r;: /rl!SC - ".;:? - -::::- C..~C> 'PsF 23 '-l 0 3. 0 2,+ /Bo Ps.F i __ _J MARTIN & MARTIN, INC. 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DATE 3/'z'& CHECKED BY P.>) DATE SCALE L;)Du-jeeVN€2_ .tup,_ -rt..1... { A--1-L-DU)) 5"b psp: '> s B q::>sp ./ t,L?,_L (A--LLOw ~ .!:" ?'8 ?sr > .;::20 '?;.F v l)<S.c:_ V-ES2C-O f/-S:.F5 l'-ft=JfJ·-L '"):>£:-c_ 1:::: Ft;:>R ~oo;::: UC:;€". /~&-A-J)a-1<-'n7i2-~ .... _,,.} MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 .: : ... RB-/ ~ = q,1~~ l '2.. /2-l-\: r~ -~ ~1ia -~ -,. ~- JOB L-£"6-pt..1(-0 SHEET NO. lf · CALCULATED BY -;;:s-111 C.. / ~ t-.J OF __ 7 __ _ DATE 31°tB I CHECKED BY_...,....._ ______ DATE ____ _ scALE _____ ..::;;D'---a...;:&-:;___,_/:;-_· _~_N_·E_~..;;;:_;_ ___ _ :_ .. ~ .. ' 4,~6 tN > Sy_ :: 1,-8/ tN _:; 0 r. MARTIN & MARtlN, INC. 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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 ~ (o.\./')(1.0)(2N'j W g COJ-.VM. fJS (~I,) ( q I 1~ )(2J @) (2D) ~ ~76--t-fr"~ L!Eb-o~ JOB-----~--:....:.;:.._..::.=;;.._______, ______ _ SHEET NO. r CALCULATED BY --:S-M 'c--. /P 0 OF_. ---:-----s. f q g -DATE CHECKED BY---------DATE ____ _ SCALE ~D&-~Jf--,,6~ . ' . . : ,. -. . . : -. . z-==O-~( ::r==t-0 0~2.1-~ 120·:: e, 2 2-'i PS r::: ~A-y ;2.-3 PSF \ \ --:s b ?~ It: ~L( ps.p. :5,ii./ bO~P ~ET G-~L G) $ CD Bt,--:Y-P--·L, {V $ Q (bv Ps.F:) (zo":) (BJ - (2-3~ (32-1 J /21:>J ::a 9 b o-dl-- 1 L/, ==f-2-P+ . 2-41 ;-io-~. --· -.· \-.. I I I I MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 491-0429 -JSl-1~(._ ((_Or-Jr'..) JOB-·---'-L;-~--~--'-1 ------------ SHEET NO . .,.--------"'ff:...__ ___ OF-----~....-------- CALCULATED BY ~ f.A_C.. lo "1 DATE ~ 1 q. 6 CHECKED BY . . . 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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 6-pt D '-/f'vE. @ · --- JOB I ~~. SHEET NO. l I OF---.----- CALCULATED BY -:::s ;vt~ /()w DATE ____ Li_/_'t_a __ ._. - CHECKED BY---,----------DATE ____ _ SCALE __ -P'--0 ........ ....;0-___ ---'-_J:::.._~_· -~-~-------- V ~ =-C -~ s:>t, .)li '°1 ') -t-C.:\ ~~-'¾-/, '::) s -= I -:p-o"' ~,, IP-~ 1S \..f X'-( )c 3 /2 ~ /r"' 2-1-:+-~~ r--=-l . 'S'--( " 10'~ ('.)'° .'::J.. :: (\-0) ( J0,'3>)(1"2-) 2-80-2-S- r l.9{ 2A (,' x 0 :I: = C-os (e;,L"iJ o . \ '-.\.. '--l x 1 °' x,o,~ ..,_ .a>. ez_~ !::.. { C-J?A.-01 S.\·V\ \o \. -1;) -:; 1,-v I,.-;; ::::. lo lo ~ @o. 'Lr-/ I J '-I \e, MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 · . Phone (619) 497-2118 Fax (619) 497-0429 tJ~~ 1;::) d2 .. -G--~\. t:::,. 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(p ~ CHECKED BY ________ DATE ____ _ SCALE--...,.~--__ (;;-_____ ---=/<~/;;;;:7-\./_N_61__...;;._ __ _ ~-::. /. 0 lL- /, 00 I 5 X O . s;: Cvs l-f 12:/ ... ._ \ ' 0,791:: '-12:0 /11-f~ ~ tO ~ > '1i '-f / '. -• ~ • \,:;. ,,l.',i MARTIN & MARTIN, INC. Structural & Civil .Engineers 7801 Mission Center Court· Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 G_ $ ~ gpOc._ s ~ 1/z i -1-cc ~r)/:2e.__7) t.)c::=l::;rO '-A_ A _1-:---JOB --:a.....-.-=---,/1/...........,'-'~=---_....... _____ ...a..- SHEET NO.----,---'---''-{ _______ OF _____ _ CALCULATED BY -~-=-:;;...·;;...M_,_c:=·__,_/"""o_w_"--DATE s/ 9 E=> I i CHECKED BY __ ------,-------DATE----- SCALE ___ :J;:;>.....;.;·'----'-0...:::·(:,-__ ..... t§....a;;;.=:i'N...:.......:;......_f'-+€-'-. =5]_ ______ _ -l Ii l +-[ '14 lzj{ 1 t \ . 6 5:l ~ ::.. b. '=f-0 ' -~. : '.:. ~ .:: MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, GA-92108 Phone (619) 497-2118 Fax (619) 497-0429 " Ill , ~ . l 4~·--11 .... , ..... ,.,.,q ~---- JOB __ {i....·£~· u..G:-o-=-:·~~~i=:::..--------,---. 15:' SHEET NO. · OF--.-----,--- CALCULATED BY ~ }-{_.C,_ lb VV · DATE _....J.J-r,.../....:;.9-=f:3~. __ CHECKED av ________ DATE----- SCALE . .1::v& ~i:N fvc=-~ ~{2.A---l-t:.,":) !r9--Alv1-~ { C..01~--> t, -V) "t::>\.~ ~\C:, L-1"-k..~ @ L©) ·• I .. 5 C) \'!' -( I e. y 0 ,;=t¥-ff I,._-=> e .... -}) ' t I- ·_\. + k. ~ '?,~0 -~ OSJC.::. 12>.} ---$1 iJC....C t-JQ2.1=c CoM.°r' 7 ~u/-o er ~L-~Q.. C\, J J--· ~ , 1111 "l1 . , I , l',,..t,J . 3 '-o ,, 7~1;) ~-~c.-E:) = ~~(~( ~,~(: .. \::.. ':1 k:... -A:=-:2..=1-1-~ \:,... \' 'Q..-1 \.<. g e_, / . .J .lv1- Jd.,I _ (\:D)(\2.-;){/0,:~;);,.. 'Dt; t' r I _ "'S'1-{ r-2-0/Jy~ = /U ~ -;;,, ~2- 1 t.:... l ,1 MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 1 ! ••. 1)~ ~ ;O\ ~ y. ~ o +-5, 1-f ~'llg•,->f '6 = tb.S~!fS JOB--~~-=-=-~_:;....i..:.......=------------ SHEETNO. --"'--"-...;.J....;;{q ___ OF ---e-----,--- . CALCULATED BY· -::s-"-:{. c ,le J DATE ~ I ct 8 CHEC!<EOBY ________ C>ATE ______ _ . SCALE bO&-µ-t'vlv'r::::..-,__ LrJ---?T,-:, 0 C.~s.1 )(11:~ ==4.~t { lo" T/~o\.-, -:. M ~-tc · C:..OM.~~ .St~ t--J ·, \~.r(_ J; I ' ~=-lgS/c 1~~ .:!. 0)1~ ... . '\ 'f.J,. ::. l '2--'0) )?4 _; ... 4-i'l,, i.. ·-':>, 1 I<. /;:.. 5_/ ,, ( 2-~ CI.,~~ J ~'Ub ,l 2- '? .0.-9 \ ~I_,. MARTIN & MARTIN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 : •• 1 . f'J-S D1R i-t!V€" (P aw:.. - . JOB----=L=Eb--o=-.::::......:..._t-.::....:...~/.:.,_~------- SH.EET NO. "t,:J: . 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STRUCTURAL & CIVIL ENGINEERING -7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 Page: f~ COMBINED FOOTING DESIGN DOG KENNEL BRACED FRAME EW LEFT 6-fz--t,p LI t-€ <i) 8(§) DESIGN DATA SUMMARY------------ 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. = 0.0 -psf Min. As % = 0.0014 Column Size ..• #1 = O.Oin #2= O.Oin ••• Base Height #1 = O.Oin #2 = O.Oin Rebar CL to Soil Dist. = 3.50in APPLIED 'LOADS ---- At Col #1: Axial Shear Moment Dead = 0.00 k 0.0 k 0.0 k-ft Live = 0.00 k 0.0 k 0.0 k-ft Shrt Trm = -5.10 k 0.0 k 0.0 k-ft At Col #2: Axial Shear Moment Dead = 1.2 k 0.0 k 0.0 k-ft Live = 0.0 k 0.0 k 0.0 k-ft ShrtTrm = 5.10 k 1.7 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 = Distance Between Columns= Ftg Dist right of Col #2 = Total Footing Length = Footing Width = Footing Thickness = 3.00 ft 3.00 ft 3.00 ft 9.00 ft 4.00 ft 24.00 in 24.00 V4.4D (c) 1983-96 ENERCALC I Service Allow ACI Factored Left S.P.: Static D+L = 290.0 psf 2500.0 psf 9-1 = 406.0 psf Short D+L+S 0.0 psf 3325.0 psf 9-2 = 0.0 psf 9-3 0.0 psf Right S:P.: Static D+L = 353.9 psf 2500.0 psf 9-1 = 495.4 psf Short D+L+S = 705.6 psf 3325.0 psf 9-2 987 .8 psf 9-3 = 635.0 psf Resultant Ecc.: Static = 0. 15 ft Stability Short Term = l.76 ft Ratio = 1.93 :1 •••.•. Col #1 •••••. ...Between... . ••••• Col #2 ••••••• Bu/Phi As Ru/Phi As Ru/Phi As Mu from ACI 9-1 ~ 0.1 psi 0.40 in2/ft 0.9 psi 0.40 in2/ft 0.9 psi 0.40 in2/ft ACI 9-2 = 4.3 psi -0.40 in2/ft 4.3 psi -0.40 in2/ft 5.5 psi 0.40 in2/ft ACI 9-3 2.7 psi -0.40 in2/ft 2.7 psi -0.40 in2/ft 3.5 psi 0.40 in2/ft As(in2Jft/ft of width), negative --> As @ top of footing MOMENT & SHEAR FORCE SUMMARY-------- ACI 9-1 ACI 9-2 ACI 9-3 Mu @ column # 1 Mu btwn columns Mu @ column # 2 One-Way Shears •••• Allow.: Vn=2(f'c".5) Actual : Vu / .85 ... Left of Column #1 Between Columns Right of Column #2 Two-Way Shears .••• = = = = == = 0.04 k-ft 0.36 k-ft 0.36 k-ft 109.54 psi 0.04 psi 0.00.psi 0.51 psi Allow.: Vn=4(f'c" .5) = 219.09 psi ,. ,. ,. ,. ,. ,. ,. ,. ,. Actual @ Column #1 = 0.06 psi Actual @ Column #2 = 0.99 psi 1 • ·'• '• ,. ,. ·'• ,. ,. ,. ,. ·'< '• ,. ,. ,. ,. ,. ,. ... , . ,. ,. ,. !< ,. , . .:• ,. ·'I. ,. ·'• ,. ,. ,. ,. ,. ,. 3.00 I Pst,. -5.10 Pdl = -1.15 . Pst = 5.10 ... ,~ ,. ,. ,. ,. ,. ,. ,. ,. , .. ,. ,. ,. ,. ,. ,. ,. '• ,. !< ,. !< ·'• ,. 1, .,. !< ,. ,. !< ,. ,. ~. ~. ,. ,. ,. ,. , .. tc. ,. ,. ,. ,. ,. ,. !< :, .,. ,. <c. !< .,. .,. ,. ,. ,. ,. ,. ,. ,. !< ,. ,. ,. ,. ,. {C. ,. ,. ,. ,. ,. ,. ,. !< ,. ,. ,. ,. !< ,. 3.00 3.00 9.00 -1.61 k-ft -1.61 k-ft 2.08 k-ft 109.54 psi 2.43 psi 0.00 psi 3.11 psi 219.09 psi 4.71 psi 5.51 psi -1.03 k-ft -1.03 k-ft 1.34 k-ft 109.54 psi 1.57 psi 0.00 psi 2.00 psi 219.09 psi 4.81 psi 5.33 psi S.P. = 35? ps 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 & MARTIN, INC. STRUCTURAL & CIVIL ENGINEERING -7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 Date: 05122/98 Page: COMBINED FOOTING DESIGN DOG KENNEL BRACED FRAME N-S DIR GRID 2 -LEFT 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. o. o psf Min. As % = 0.0014 Column Size ... #1= 4.0in #2= 4.0in ... Base Height #1= O.Oin #2= O.Oin· Rebar CL to Soil Dist. = 5.50 in APPLIED LOADS At Col #1: Axial Shear Moment Dead = 1.15 k o.o k o.o k-ft Live = 0.00 k 0.0 k 0.0 k-ft Shrt Trm= 2.20 k -1.2 k 0.0 k-ft At Col #2: Axial Shear Moment Dead 1.0 k 0.0 k o.o k-ft Live 0.0 k 0.0 k 0.0 k-ft Shrt Trm= -2.20 k -1.2 k 0.0 k-ft DIMENSIONS Ftg Dist left of Col #1= Distance Between Columns, Ftg Dist right of Col #2' Total Footing Length = Footing Width Footing Thickness Sst =· 24.00 2.00 ft 10.00 ft 2.00 ft 14.00 ft 2.00 ft 24.00 in -1.20 k. ''• ~~--'• ,. ,. ,. ,. I< ,. I< '• ,. Left S.P.: Static b+L= Short D+L +S= Right S.P.: StaticD+L= Short D+L +S= SUMMARY .Service Allow 378. 3 psf 2500. O psf 792. 9 psf 3325. 0 psf 355.3psf. 2500.0 psf 0.0 psf 3325.0 psf ACT Factored 9-1 529.6 psf 9-2 1110.1 psf 9-3 = 713.6 psf 9-1 497 .4 psf 9-2 O.Opsf 9-3 o.o psf Resultant Ecc. : Static = -0. 07 ft Stability Short Term -2.68ft Ratio 2.42 :1 ...... Col #1. ........ Between... . ..... Col #2 ...... . Ru/Phi As Ru/Phi As Ru/Phi As Mu from ACT 9-1 0.7 psi 0.40 in2/ft4.0 psi -0.40 in2/ft 0.5 psi 0.40 in2/ft AC! 9-2 3.6 psi 0.40 in2/ft 3.7 psi -0.40 in2/ft 2.2 psi -0.40 in2/ft ACI 9-3 2.3 psi 0.40 in2/ft.4.1 psi 0.40 in2/ft 1.4 psi -0.40 in2/ft As(in2/ft/ft of width), negative--> As·@ top of footing MOMENT & SHEAR. FORCE SUMMARY AC! 9-1 ACI 9-2 ACI 9-3 Mu@ column # 1 0.21 k-ft 1.10 k-ft 0.70k-ft Mu btwn columns -1.22 k-ft -1.15 k-ft l.?7 k-ft Mu@ column #2 0 .. 16 k0 ft -0.68 k-ft -0.43 k-ft One-Way Shears .... Allow.: Vn=2(f'c".5) 109.54 psi 109.54psi 109.54 psi Actual : Vu / .85 ... Left of Column #1 = O" 19 psi 1.07 psi 0.69 psi Between Columns 1.88 psi· 2.76 psi 2.20 psi Right of Column #2 = 0.14 psi 0.63 psi 0.40 psi Two-Way Shears .... Allow.: Vn=4(f'cA.5) = 219.09 psi 21~.09 psi 219. 09 psi Actual@ Column #1 = 0-.84 psi L.99 psi 2.14psi Actual@ Column #.2 .. o. 75 psi 0.38 psi 1. 02 psi Pdl= 1.15 Pdl = 1.00 Pst = 2.zo Pst = -2.20 , r Sst = -1.20~ ' .. .,, ·'• .,. .,, ... .-. .,, .,, -'• .-. -'• .,, .,. , ,. -'• .,, ·'• .:,ii .,. ~~,. -'• .,. ·'• '• .,, -'• ! t, -'• 1, .,, !,ti -'• t, ., . t, .-. 1, 1, .,, ,, 1, ·'• I< ,. I< ·'• ·'• 1, ,. ,. 1, ,. .,. .,, ·'• ·'• 1, I< .,. .,. ·'• ., . .,. ., . 1, ... ·'• ~~ ,. ,. ,. .,. 1, , . .,. , . ,. ·'• .,, ,. ,. 2.001 10.00 2.00 I I 14,00 S.P. = 37E ps S.P. = 355 ps I I I I I I I I I I I I I I I I I I I MARTIN & MARTIN, INC. STRUCTURAL & CIVIL ENGINEERING -7801 MISSION CENTER CT SUITE 400 SAN DIEGO, CA 92108 COMBINED FOOTING DESIGN DOG KENNEL BRACED FRAME N-S DIR GRID 6 DESIGN DATA Allowable Soil Pressure = 2500.0 psf Short Term Factor = 1.33 Left S.P.: Static O+L 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. = 0.0 psf Min. As % = 0.0014 Column Size ••. #1 = 4.0in #2 = 4.0in ••• Base Height #1 = O.Oin #2 = O.Oin Short D+L+S Right S.P;: Static D+L Short D+L+S Resultant Ecc.: Static Short Term Page: Z,.0 oFZ-0 SUMMARY Service Allow ACI Factored = 344.0 psf 2500.0 psf 9-1 = 481.6 psf = 261.8 psf 3325.0 psf 9-2 = 366.5 psf 9-3 = 235.6 psf = 344.o· psf 2500.0 psf 9-1' = 481.6 psf = 426.2 psf 3325.0 psf 9-2 = 596.7 psf 9-3 = 383.6 psf = 0.00 ft Stability = 0.80 ft Ratio = 11.48:1 •••••• Col #1 .••••• • •• Between... • .•••• Col #2 ••..••• Ru/Phi As Ru/Phi As Ru/Phi As Rebar CL to Soil Dist. = 3.50 in Mu from ACI 9-1 = Q.3 psi 0.40 in2/ft 6.3 psi -0.40 in2/ft 0.3 psi 0.40 in2/ft APPLIED LOADS ---- At Col #1: Axial Shear Moment Dead = 1.08 k 0.0 k 0.0 k-ft Live = 0.00 k 0.0 k 0.0 k-ft Shrt Trm = -0.56 k 0.5 k 6.0 k-ft At Col #2: Axial Shear Moment Dead = 1.1 k 0.0 k 0 .. 0 k-ft Live = 0.0 k 0.0 k 0.0 k-ft Shrt Trm = 0.56 k 0.5 k 0.0 k-ft DIMENSIONS---- Ftg Dist left of Col #1 = Distance Between Columns= 2.00 ft 16.00 ft 2.00 ft 20.00 ft 2.00 ft = 24.00 in Ftg Dist right of Col #2 = Total Footing Length = Footing Width Footing Thickness ACI 9-2 = 0.1 psi -0.40 in2/ft 7 .4 psi -OAO in2/ft 0.8 psi 0.40 in2/ft ACI 9-3 = 0.1 psi -0.40 in2/ft 5.2 psi -0.40 in2/ft 0.5 psi 0.40 in2/ft As(in2/ft/ft of Vl(idth), negative··> As@ top of footing MOMENT & SHEAR FORCE SUMMARY-------- Mu @ column # 1 Mu btwn columns Mu @ column # 2 One-Way Shears •••• Allow.: Vn=2(f'c·.5) Actual : Vu / .85 ... Left of Column #1 Between Column~ Right of Column .#2 Two-Way Shears •••• Allow.: Vn=4(f'c·.5) Actual @ Column #1. Actual @ Column #2 = =· = = = = = = ACI 9-1 ACI 9-2 0.13 -k-ft -0.05 k-ft -2.37 Raft -2.79 k-ft 0.13 k-ft 0.31 k-ft 109.54 psi 109.54 psi 0.05 psi 0,02 psi 2.26 psi 2.70 psi 0.05 psi 0.11 psi 219.09 psi 219;09 psi 0.70 psi 0.47 psi 0.70 psi 0.94 psi ACI 9-3 -0.04 k-ft -1.96 k-ft 0.20 k-ft 109.54 psi 0.01 psi 1.65 psi 0.07 psi 219.09 psi 0.20 psi 0.77 psi Pdl = 1.08 Pdl = 1.08 Pst = -0.56 Pst = 0.56 Sst = 0.~L ,, Sst = 0.501 ' ' ·C. -'C. .'c, .'f, .'c, ·'C. .'c, -'C. .'C, _,, ·'C. ·'C. ·'C. .'C, e'\ .'c, -'C. 24.00 .'f. .'c, .'f. -'C. !c, .'c, .'c, .'c, .'c, !c. ·'C. -'C. _,, .'c, .'c, -'C. {C. .,, .'c, .,, .,, !c, .,, .,, .,, .'c. .,, !c. ,,, /4 !c. tc. !c. !c. .,, .'C. ·'C. !e, ·'C. .'e, .'c, .'c, .'e, /'t,I -'C. .'e, .'C, .'c, .'c, .'c, .'e, \ -'C. -'C. .'c, ·'C. !e, .'c, .'e, .'c, .'c, -'t' .'c, .'c, .'c, .,, .'c, .'f. .'c, 2.00 16.00 2.00 I 20.00 I S.P. = 34-' ps KP.= 34-' ps V4.4D (c) 1983-96 ENERCALC GEORGE R. SAUNDERS ASSOCIATES, KW060361