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HomeMy WebLinkAbout1 LEGOLAND DR; ; CB972027; PermitCity of Carlsbad 92008 03-15-2017 1635 Faraday Av Carlsbad, CA Building Pennit Permit No:CB972027 Building Inspection Request Line (760) 602-2725 Job Address: Permit Type: Parcel No: Valuation: OccGroup: 1 LEGO DR CBAD PLANCK 2110221600 $0.00 Sub Type: Lot#: Const Type: Referenc~ #: Project Title: LEGOLAND INTERIOR LEGO LAND FAMILY PART NEW .sof' q(,.-,4 Applicant: Owner: Status: Applied: Entered By: Appr/rssued: Inspect Area: LEGOLAND CARLSBAD, INC CARLSBAD ESTATE HOLDING INC 5600 AVENIDA ENCINAS CARLSBAD CA 92008 619-438-5570 Total Fees: $0.00 STE 130 $0.00 Payments To Date: $0.00 ~~ 07/23/1997 JM 05/29/1998 PD Balance Due: Description Fee ---------------------------------------------------------" --------------------- BUILDING PMTS -1,500.00 Other 1,500.00 FINAL APPROVAL Inspector: bate: Clearance: NOTICE: Please take NOTICE that approval of your project includes the "Imposition" 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. You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to 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 otheiwise exoired. P.LEASE NOTE: THERE ARE MULTIPLE PERMITS ·FOR THE. ORIGINAL LEGO PROJECT PLEASEU·SE CB972027 OR. CB97146-0 OR CB971465 AS THE PLA·N CHECK NUMBER WHEN ·SEARCHING IN HPRM CJl 0CfJll9 -~ ~ 'd72LJu7 ~ FOR OFFICE USEi,L Y .. -_ PERMIT APPLICATION PLAr/cHECK NO. ?1-f£11ffl t 0 CITY OF CARLSBAD BUILDING DEPARTMENT . 2075 Las Pal mas Dr:, Carlsbad CA 92009 E:ST.. VAL.· __ _._ ____ _.;.;. _ _._ 'P.1.an Ck. Deposit /?60 (760) 438-1161 Validated By~ '· Pate 7(~7 Legal Descriptio~"Z) p ·Assessor's Parcel# Description of Work· l:ot No;· SCi. FT.-#of Stories \ · ~~)', ,~.,,.,,,.,,.,y...,,,.,....~~0,,'=~!!-....... ~, .. .,"";-2-_A...,,, ~.,,<,¢W'"c,-'¼"~"" }, -1'-::~' ;:-)""':~; ''. '"'<:-~~,r_:--"'~r--~~,,.:t-<-"' ~.;;,::,QQtlJ,,p;C,t;;~R$~f'J!;:{it,J!jfffttnt.;t!:4!n3'!PPli!='aJ)il;!,;,.,,,. ,., , .. ~ ::. ~-.. .. .· .... "-" ,,·. ,._, . \:< ·Unit No. Phase Nci. 7:258 J7.t':37-.lQ-7 Proposed Use . #·of 'Bedro'oms ·# :of Bathrooms 1~a~e · .,. ~-"' _ "'"'"' """=-.w•·-""' ........... ,, _"' .. ,.,,~-·-· ,,,.,w,:~--C~~-,. ,,,, .. ,=\-~ .. w!:~!e;'.?~.--_,; ... ,,,_:~!:~hone # · :4lt:;;."!BJ!,0,B!:,!1,IJ:,.RWJJjfil:'. l.:_1.:.::.,'.(;i,;,';.' ,,:,(,:;',:,,,', '' • ' ' · ·,,.:~~;,,:,.;;_;_:,:-::~,~··· •00 ·, :.·~'.;:,,,,.,:~j•_ .~::...' ·; -· ,: .... ~.\',7';_:,,i.::,,,,,;;£;;;_;,:.:.:.::,.·.', .:-:::;:,·; ,.·· ... ,.~.,;/.,.",~· -. ~ ,---~--. ,, ---·--. -- Name , , -~ress __ , --·~-..,--,--'-·---C!:~ .. _ ·-_,_\ ~,tate/Zip T!a!lepho_ne # · ; -· t5~CONJ,mTO~,::-CONll~AN'f]'lAMIL ·,, "L, -·-·' ... ··"''"-·~·=-·--.: -~ · ... ·---···· --·. ~\··-·,~-"' ·~~ ··0,~'" .:,._,,., ..• ".:. · ·_.· ·.:·7: (Sec. 7031.5 Business and.Professions Code: Any City or County which requires a permit to construct,.alter, impr\ve, 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 tle provisions of the, Convactor' s License Law [Chapter 9, commending· -with Section 7000 ,of Division 3 of the .Business and Professions Code] or that he is ex pt -therefrom, and. the basis for -the· alleged exemption. Any Violation of Section 7031.5 by any applicant for a permit subjects the.appli~ant tq a civil penalty·of no more than f,ive, hunqre~.qolla_rs [$5P?D· Name Address City Telephone #· . State License # _________ _ License Class--~-------City Business L:icense # _.,,----,-----~ ;;;A~llllJ!:~::~c::::;:;:::~.~c;:-===:r.:;. -.~:::~~~:,::;~~~~ Workers' Compensation Declaration: I hereby affirm under penalty of p!3rjury one-of the following declarations: t D· I have and will maintain a certificate ct-consent to self-insure for workers' compensation as provided by Section 3700 of the llaboi,_Code, for the performance of the work for which this permit is issued. \ \ · , O I have and will maintain workers' compe11sation, as· required by Section 3700 of the· L:abor Code, for the· performance of the \·,tork )qr· which this permit is· · issued. My worker's compensation insurance carrier and policy number are: • Insurance Company __ --,-_________________ Policy No._'--'------'-----,---Ex11fratiQri DatE! _ __,---~---,-,- (THIS SECTION NEED NOT'BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED·DOLl:ARS·[$100) OR LESS) 0 CERTIFICATE;; OF EX~MPTION: J certify that in the· performance of the ~brklor whicht~isperm'it i'f1Is;;-;,d:i~a1r;ot em1>1QY afi'/,p~r,i2P.:Ln.~ny n,annE!r .so as to become subject to the W9rkers' Compensation.Laws of California. · __ ,,.... ......... ...,_ __ _ WARNING: Failure to secure workers' compensation coverage·is unlawful, and shall subject an employer·to criminal penalties0·and civil fines ·up to one hun!fred thousand dollars (~_100,000), in addition to the cost of compensation, damages as provided for in Section 3706-of the·Labor code, interest .and ~ttorn!!y's ~ee,s • . SIGNATURE. ___ __;"----.,.--~-~------.,----------,-~-,--DATE-"----------~ ~;;tl,~tl~f:t';ll'!WPOm(i;lJ;Ail~Q,~~rtilfI'.:.~::.??: !?::!L'.::~~-ICJ?'': "ili[i,.;~'-':~:c~~::: :."?:~:~:3'.:._';"f,:£;;~:::i::i~;=:;:;: :,f,JJ:,li:)}~ ~:;J::: ·,l I hereby affirm that I am.exempt from the Coritriu::tor's License Law for the following reason:. , , , 0 I, as owner of the ·property or my employees with wages as th~ir sole compensation, will do the work and the structllre is not i11,tended or offered for. s11le (Sec. 7044, Business and Professions Code: The Contractor's License law does ncit apply to an owner of property.who builds or improves thereon, and'wh·o does such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, howev!al,r, t~!3.building or improvement is sold·within one year·of comp'ietion, the owner-builder will have the burden of proving that he-cfid·not build or improve-fqr-the purpose·of sale). · · · · O _I, as owner of the property, am exclusively C()lltracting with licensed contractors to construct tlie project (S_ec'. 7044, ·Business and· Professions c.o_de: 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 pur,suant 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 improvem.erit. 0 YES ONO 2. I (have / have not) iiigri'ed an application for a building permit for the proposed work. 3. 1-have· contracted,,with ·the ·following person (firm) to provide the proposed construction (include name / address / phone number I 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 (include name l addres~J 11hone : nlJmber / contractors licen~e·humber): . . · . . . . · .. . · . . . '1 .. : •· • 5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name /-acfdresJ> / phone number / type of work): · · PROPERTY OWNER SIGNATURE» DATE _________ ~ '"'co(upr,c;,:i:::sru1s·sE'CT,I, o~na;·n•ro111¥t'!"i'iu·{<!Al,T'flll"'",11u-,···01N"", .. "DIMJ'."$;/r.lJ,1'\v", "-:-,.'.'".>;.;:. "'. ~ ,,,r-,-, , .:~ "'~' .. ;'·': ·:,-,.~·' ': ;;<,:\,:;,.:,,•/ >,',; ,·,""."" ··: ~."""f;',:'."",· '1 iYN :J~1,;"'-~ ... ~ ""'""'~ '~.-.J:~ ~!:lJiii/l~RJ:~t,.,JL:.,~w ...........,.1-tN,, -;,,.~};""',\:!L~#,.-,.,«':<~~~h«"l•...,._...<'1«.......,,',-,,..,.,,•:/4u..,.,...(<.....-.-... <"'-'-"'',._,,.,....,_,.,.,«-,..,_',,. ,.,,..,Y<v"", ~---N._~,w,;,,' '-,...,~««"-'~,,_.,;.,,,,') < <~ !.,~~~ :'Is the applicant or future building. occupant required to submit a business plan, acutely hazardous materials registration forll) or risk _management and prev~ntion program under Sections 25.505, 25533·or 25534' cif the PresleY-Tanner Hazaidous Substance Account Act? c;J YES· 0 NO · · ·· ·ls.the applicant or future byi!cfing occupant required to obtain a ·permit from the air pollution ·control district or 'air q11ality management district? 0 , YES ti. 11)0 ,•Is the facility to be constructed witliin t,000 feet of'the outer boundary of a school site? tJ YES O . NO IF ANY OF ,:HE ANSWl;RS ARE Yl;;S,.A FINA~ CE;;RTIFICATE 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. ~~Q'.nu&L~U.Qtfil:._t;N_D'.1N~q'~N);:,~t.:L~:.:.:::.: .. ~~2.::.:...:,/, ... ~'0;:..:;_:.:,:;;;;. ;,,, .':2-?:,::'. ::. ·-~--.i-,;.-.. -:.,-.::-:_;--6,:~. :::.. ::: ·~<.:: ._;,:,:,,:,.~ ·~2;:;;s, :.: c:;:;__~ f::b{;';':;:} I hereby affirm ,that there is.a co.nstruction lending_ ag!)ncy for the performance of the work for which this permit is issued (Sec. '.3097(i) ·Civil Code). ·LENDER'S NAME LENDER'S ADDRESS fl3z~1re1;Lc,,ANT,,·c..ea1;!1;tc'AI.tQ.,,,N;:;:::·"~-~:,.,:·,::~ ...... .-;,;,,.::.::....,,:;:;,,,.:.'--··-·;,,,__;,;,.,,:~~;,-;;:..,;,1,,._,;;,,,,.,,.,,;,,;;t;;:·ss.;;.;.:.:.·.,..::\x,~."~..i;·;z;.i~~,~~·-:~: .. ::;;.::4~--;;1.;,,r·,~ri ,I certify that I have read the applicatibn 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 ·a·nd State· laws relating to building construction. I hereby authorize representatives of the Cit\' of Carlsl>ad 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 LIABILITll;S, .JUDGMENTS, COSTS AND EXPENSES WHICH.MAY IN ANY WAY ACCRUE AGAINST SAID CITY iN CONSEOUENCE·OFTHE GRANTING OF THIS PERMIT. ', ' ', ,,1, , , ' '' , •,! : ' ' • OSHA: An OSHA permit is required for·expava.tions,oy\lr !'VO" deep and-demolition or construction of structure$ over 3.stories in.height., EXPIRATION: Every permit·issued by the Buiidi'ng Official under,th·e provis.ions of this Code ·shall' expire by limitation and become null· and void if. the b~ilding or work.authorized bt such permit·is.n .comm need within 3 ays from the d~te ot'such permit or if the .building or work ~uthprized by·such p·erinit is suspenaed or abandoned at any tinie after t e need f of 180 days (Section 106.4.4 Uniform Building°Codei. APPLICANT'S SIGNATURE --ho£.,,t-+,~..a..q.,,,;L---,_-,4-,;,L-1,.,c,_4,£~~...,._-==:__----""~·--DATE ~~_""'2--'-~""-2-:~. -"''(;,_"'··,;..: -·~:~9'-_,_7,,,__-"-"~ 'PINK: Finance \ 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. PRo.iECT INF_9~A_TION ~ .. Cf.It= ~ '/2-IL-E Address {include Bldg/Suite #I Businus Nam, lat this addrasl Legal Description Lot No. Subdivision Name/Number Unit No. Phase No. Total I ot units Existing Un Propo11d UH Ass~'s Parcel II ,41' __ e/lMt/lUO c;r,;1421pc; Description of Work SQ.FT. lof Stones · I of Bedr~m• · , of Bathrooms Name Address City State/Zip Telephone II ;3. APPLICANT .. 0 Contractor . 0 Agent for Conirictor :· CJ ownir~··:.g Ag~ ·;cit ~r::·;:-:~-,~ ... a-.-,"""::::-:-·_.: ..... --~-•-....... . Fax II Name Address · City Stete/Zip Telephone II 4. PROPERTY OWNER Name Addrtu City Stete/Zip Telephone II 5. . CONTRACTOR· COMPANY NAME ·----... •.-,·-··-·.·-·:·"'"···-·~,·-~--:~ ': ·':·"""·" , Designer Name State License # ________ _ a. woRKERs· coMPENSATtoN · · ·· · ... , · ·· ~ ........... -.:-·----·····-.. -:·.::--:-::r-O!?Yr.-:·-:-:-:.-:~.~--,, .. ~:r····· Workers' Compensation Declaration: I hereby affirm under penalty of perjury on:. of the followi~g d;ci~ratic~~f-... . . ···-....• , . "·"" , •. , . . . . •·-:• .. ·. D I have end will meintein e certificate of consent to 111f-inIure for worke,s' cornpens1tion·11 provldid by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. · tK. 1 have and will maintain workers' comP,ensation, as re_quired by Section 3700 of the Labor Code, for the performance of the work for which this permit is lrs~ed. My worker's c ensatio · ranee carrier:'}d olicy gumber are: . . J) . _ / ! k Insurance Company ,.,.,,,.,,,O', wJ'" . ' Pohcy No. L:-Q_ ifo4oZ'h-ZUi)O Expiration Date o/pV Ii 0 -. r -I (THIS SECTION NEED NOT BE COMPLmD IF THE PERM IS FOR ONE HUNDRED DOLLARS lt10PI OR-LESSI O CERTIFICATE OF EXEMPTION: I certify that in the performl!nce of the work for which this parmit is is~ued, I shell not employ any person in eny mannar so-as to become subject to the Workers' Compensation Laws of C1lifomie. WARNING: Failure to secure workara' comp1111etlon co iwful, and lhd IUbject an employer to crimlnal penalilts ~nd civil fines up to one hundred thousend dollars (t100 0 J, llddltlon to the·co1t of tlon, damage1 • provldld for In Section 3708 of the~~·:Jr'Land •n-y'1 fN1. SIGNATURE. ___ ~~4--.'------1..£.---;."""'-----------------------DATE_~ ____ ..,.. __ ..,. __ 'f.,.~"i._ __ _ 7. -· .... .. . . ·:':· t 1;_.·~·r:·:-:::~::~.!':~,t.·· -~·{:7'~;: :,._ ~~~~-i·::-:r , .. 1,.t':····~n·-~"!:;~··:·:~-' I hareby affirm that I am ex ntractor's license Lew for the following rHson: O I, as owner of the pr perty or my employns with wIg11 as their sole compttnsation, will do tlM work end the structure II not intended or offered for Ille (Sac. 7044, Businns ind Professions Code: The Contractor's UcensI Law don not epply to an o~ of property who bi.lilda or Improves thereon, and who don such work himself or through his own employees, providId that Iuch Improvements.are not intended or offerld for ule. H, however, th1 building or Improvement II sold within one year of completion, the owi;ier,buildar wlil haVI the burden of proving that·he did not build or Improve for thl purp0111 of seleJ. . 0 I, as owner ~f tha property; am excluslvIly contrecting with lice111Id contractors to construct the projec;t (Sec. 7044, 8U1ine11 end Prof111iona. Code: The Contractor's License Lew doas not apply to In o-of proparty who builds or lmprov11 thereon, and contracts for Iuch project• with -contractorlal llcens1d pursuant to the Contractor's License Law), 0 I am exempt under Section _____ Business and Proi111ions Code for this r11Ion: 1 . I personally plan to provide the major labor and mat1riIls for construction of the propo11d property Improvement. 0 YES ONO 2. I {have/ heve notl signed an applicetion for a building permit for the propo11d work, 3. I have contrected with the fol)owing person lfirml to provide the propo11d construction (lncl!Jdl name / 1ddrnI / phone number / contractors lictnse number): . 4. I plen to provide portions ot the work, but I have hlrad the following paraon to coordinate,. supervile and provide the inajor work (Include ·name / 1ddr111 / phone number/ contrectors license number):. _________________ .....,......, __ .....,. ________________________ _ 5. I will provide some of the work, but I hev1 contracted (hired) the following ptrlOnl to provide the WCNk Indicated llncludl name / 1ddr1u / phon!I number/ type of work): __________ :-------------------,------------------------- :~~::~~:.:~:~~:; :~~EN::.O:'NIIES/D.::-:.=-:-:ENTIAJ.=.;::; .• :7.-:il:U:::ILDIN:-;:.: .. ;:::d-:PE:.:;tiM~-.;:IT:;i;-. O::N;:i. f::;:;::-::,;;:~;;~:::,2.:::";;:·: :;_, ,;-:~.--~;-::;,'.!?;:,.,;:;._ '':;;:· ~;::-::;,.,.;:~;;;:,,r1~!~~-7-~r--'l:-"'.,-7t.-11"-~~--.• --'r ... ,.~-:":--;"--:::-~:_--:,-,_-,, -,.-.. -.. ,_. .. •···r-~·:-... '.~·--~~··· Is the applicant or future building occupant requirld to submit a busir1'u plan, acutely _hazardous mettriIII registration form or risk minagement and prevention progrem under Sections 25505, 25533 or 25534 of the Pr11ley-TInner Hazardous Substance Account Act? ·o YES D. NO Is the applicent or future building occupant required to obtain e !)ffmlt frol'/1 the eir pollut_lotrcontrol cllltri_ct or air quality mInIgement district? 0 YES O NO Is the facility to be constructed within·1,ooo 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 IE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT. rs... coNsTiliJcTiotJ U:NortJc:f AoENcv ·,,_..,,,,..,.., . .,~,.-.--: .... ~,~:-==:-·:::-· :;':-:-r·:·-:r:7:::·7~~·~~..,.,-., .. .-~-:...,..·"'.1'"'·"·-=-,--~;·'."!.,.,""'·~·~,~-· .......... -· ··--·· · · ·:· I heraby affirm that there is e construction lending agency for the-performance of the work for which this permit Is iIiu,d (Sec. 3097111 Civil Code). LENDER'S NAME __________ ....... __ LENDER'S ADDRESS. _________________________ _ !![ APPLICANT CERTIFICATiotF·~·. -·,·· ·.: .. • :·•h.:-""'r.-:-::-:·--·,,.-,.,,.,,-,,;;-:--;-~·,7.:,.-""':'"":'"'""'_., . .,;;~:-w.,,..-,.,-:-,y::;;;~"'~~1':"':T-;·!·~-"~,,..,..F.,.,.,.!1 -:::,-. . . .. . ·:-· •.• .... ., .. •. -~ .. I certify that I have reed the application and state that the 1bov1 Information 11 correct ind that the.lnf~itlon, on the plans 11 accurate. I 1gree to comply with 111 City ordinances and State laws relating to building construction. I hereby authorize repre11ritItivn of the Cltt of Cerlsbad to inter upon ·the ebove mentioned property for inspection purposes. I ALSO. AGREE TO 'AVE, 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 OFT.HE GRANTING OF THIS PERMIT. OSHA: An OSHA permit is required for excevetions ~ver 5•0•.deep ind demolition or construction of structures over 3 stori"as in height. EXPIRATION: Every permit issued by the Building Official under the provisions of this Code IhIII expire by limitation and become null and void if the building or work authorized by such permit is not com enced wltllin 365 days from the date of such permit or If the building or work authorized by s h permit is suspended or abandoned at any time efter the i commenced for a perl 180 deys (Section 108.4.4 Uniform Building Code). · APPLICANT'S SIGNATURE --..--!'=4-,~~-~----------------DATE -1'-->-!ll---'=--L..,-~'----'------ YELlOW: Applicant PINK: Finance S E W E R P E R M I T 12/09/97 15:04 Page 1 of 1 Job Address: 1 LEGO DR Suite: Permit No: S£970218 Bldg PlanCk#: Permit Type: SEWER -COMMERCIAL/INDUSTRIAL Parcel No: 211-022-16-00 2127 l2/09/97 0001 01 02 Description: LEGOLAND CARLSBAD DUPLO CLUST LEGOLAND CARLSBAD FAMILY PARK Permitee: LEGOLAND CARLSBAD, INC 619-438-5570 5600 AVENIDA ENCINAS STE 130 CARLSBAD CA 92008 C-PRMT 64110#00 Status: ISSUED Applied: 12/03/97 Apr/Issue: 12/09/97 Expired: Prepared By: BH *** Fees Required *** s Collected & Credits *** Fees: Adjustments: Total Fees: Fee description Enter EDUs not me Total EDUs Sewer Fee Enter Sewer EDUs * SEWER TOTAL CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 .00 .00 64,110.00 Ext fee Data 35.42 35.42 64110.00 64110.00 r'•, ~ ,.. .. ~-: ,_ , .t :_. __ .. 13 -- \/Jo2:6-. ,(I S l WE R· PE & MIT 10/31/97 10: 54 · l?age· .1 .. of 1 . ·~~~~t~,a~;;: !. !E~:~ 0 :;_ ~~OMMERCIAL/IN_DUS'TRIAL S.u;i. te ·: P.arcel No: .. 211-022-16-00 CITY OF CARLSBAD Perm:i t No: SE'i;:!70201 · Bldg . .Planck#: GB9720i.7 097,1. .10/31/97 OOQl 01 . 02 , • .. · e...,P.RMT · 'l'r:.QA7 OO ,;__. Status:. TSS'~V.'._," . . Ap.pli.~d: 10/31/9'7 . Apr/Issue: i0/31./97 . Expi;i::-$'.d: .. Prepared By:. BH. · .. ,'. 2075 Las Palmas Dr.; Carlsbad, CA 92009 (6\9) 4JS~i~61 . JUL-22-97 21 :08 FROM-HOK LA 310-453.,.4523 T-763 P.01/01 F-186 l!U.81DE HELLMUTH, OBATA.,. KI\SSI\HI\VM, lNC. l 055 26sn Strctl, S11114-20II, S;i11f;s Mqnica, Calir(>i:mil !lu-,1)/f Voi~~ :no 4s, 11100 ,,.,,. 3111 451 20s:z t'a Memorandum Proj~cJ LaJOLANDCatllibacl Date JULY 22, 1997 Proji:~c: Nnmber 96 0634 00 .File .,F ... D.l Attention From Regarding Copies to Mlke Peters_on, City of Ca~lsbad, Uding Departmem )(yoko Adach~ HOK 1 ~ City Plan Check Submittal: I P #2 Pacbge David Canle, M. ZuTa1.1sk~s. R. Apel, B. Pridgen, LLEAg, J. Heninger, NA, M. Dawson, SA, D. Pagano, PA, D. Stevens, STO, D. Dunn, M-rD, L. Ro~~berg,, Rt-A, ~. Moore, TI'G, P. Gallegos, GLD, £. Fixen, SEC, A. Perierra, CCD, S. Li1mah, TSL, S, Rogers, PVA, K. Rose, G. Laguna, J. Ptemzzi, HOK, . We submitted IGMP #2 package; dated July 21, '97, which includes following cluster constmction documentation on July 22, '97 to the City. It wa..~ filed under plancheck number ~7-2018 for ~dl the clusters. submined today. Inclusive cluste:rs: · • Duplo V tllage • Fun Town • Garden • Miniland •Lagoon • Parkwide site urility i:md details Of following nllinber of sets: 4 sets of plans · 2-sets of detail book.-,, equipment cuts 2 sets of specification books 2 sets of struCmral calc Other Required submimus: . Soils Repon: Please refer to previously submitted with Plancheck '#97-14 56 & #97-1460 2 se.ts ofTitle-24 Compliance: Will be submitted on July 28th. We appreciate your assistance processing planchecks. through ·various Ciiy Agencies and Departments. Please do not hesitate contact myself should you have ~ny questions or comments over our submi:!;sion. smrn E HELLMUTH, OBA TA+ KASSABAUM, INC. 1655 26th Street, Suite 200, Santa Monica, California 90404 Voice 310 453 0100 Fax 310 453 2052 Memorandum Attention From Regarding Copies to Project LEGOLAND Carlsbad Date November 4, 1997 Project Number 96.0634.00 File F=D.1 Mike Petersdn, City of Carlsbad, Building De artrnent Kyoko Adachi, HOK J,. Duplo Final Set / ) · K. Culver, EsGil, D. Cattle, M. Zurauskas, B. Pridgen, J.F. Jensen, LLEAG; M. Dawson, SA, D. Stevens, STO, K. Lucci, I;AI, D. J;)unn, M+D, B. Munioz, R+A, E. Fixen, SEC, K. Rose, G. Laguna, J. Peruzzi, C. Rooney, HOK, We are submitting the Final Set dated Oct. 17, '97, Duplo Cluster. We are attaching the final responses to the EsGil's correction comments dated October 20, 197 which has been incorporated in to the submitting package. With this responses, we are expecting the plancheck sign-offs of Duplo cluster and electrical slab work condition permit. · I am recording the condition of this package and will track with log for its progress and development. Please refer to the log attached herewith. Duplo Facilities: D 220: South Complex Comer Shop Magic Studio D 221: Pasta Patch Complex Public Toilet Pasta Patch Restaurant D 320: Safari Ride S.R. Maintenance Building D 321: Fairy Tale Brooks F.T.B. Maintenance Building D 323: Water Works S.R. Maintenance Building D 324: Duplo Playtown Brick Play Pavilion Duplo Train Stor~ge Building , __ Full Permit* Full Permit* Full Permit* Shell/Core Permit Full Permit* Full Permit* Full Permit* Structural Permit Electrical Perrmit *: Permit condition with electrical slabwork scope only We appreciate your continuous support and assistance processing this cluster permit sequence. . . ·· " . ~ -~.-.. -....--. --~ f!E®~@ ~~ro. DUPLO FACILITY DEVELOPMENT AND PERMIT LOG D120 D220 OPEN AIR PARK ACCESS WALKWAY WITH SITE LIGHTING AND OTHERUTILITY INFRA STRUCTURES TOPIARY WALL, FENCE WALL.INCLUDED IN "L" AND "A" SITEFENCEISERIES DRAWINGS IDENTIFIED IN "L" DWG AND DETAIL REFERENCED IN •s• RETAINING WALLID.-\GS . IDENTIFIED IN "L" DWG AND DETAIL REFERENCED IN "S" SITE STRUCTURE! r:JNGS "A2.1"ASSEMBLYOCCUPANCY:TYPEV-1 11 /15 ELECT 11/15 SlRUCT 11 /15 SlRUCT 11 /15 SlRUCT MAGIC STUDIOICONSTRUCTION I 11 / 1 5 I SHELL MAGIC STUDIO QUEUE COVERED (FABRIC) QUEUE AREA D221 t~~iiMJa~?~ifett::~ 5:~JL],~-~m~~]r~~;:~7,;_~:.._~:"'~!£.;t;_;_;T_,_r,_:t-""~;r;;:i"':~:ti"":r"'::;"'~~===-=====-J,.. GUESTTOILEtlPUBLJC TOILET FACILITY: TYPE V.-1 CONSTRUCTION 11 /15 FULL PASTA PATCH! RESTAURANT BUILDING: TYPE V01 CONSTRUCTION 11/15 SHELL COVE:RED (FABRIC) OPEN AIR EATING AREA 11/15 10/17 COVERED(FABRIC)OPENAIREATINGAREA _ 1 _ _ 1 _ ~~~~: t,~~~<A\-2,,* !+~~c~;:f!ii~x.~~ ~~~~~~{A~:1{ ~,A~-~~f~~,.~~ D320 :tt1.: -'.<!~1/-,-y;~k.:\t,;§"Z}~:1 ~ <3<": ::-.. 0,J;T~·:;)f:,~,v~~1't,!~0:t»h't0f,;-;:.£:tt>~It:~t::}1«l ! r,~·&-<a1t~1L,..:::,•;,<.,'1-~Y·-1l/i~" .., ~~J-tt¾>-,.,:J.t :v<-d' ~Ji?,- S.R. AREA DEVELOPM'T ANqAREA LIGHTING, RIDE AND RIDE SCENE UTILITY INFRA-. D320/20 I l~FRA-STR!JCTUREl/3'ff!UCTURE I 11 /1 5 D320i44, D320/46 D320/60 S.R. ATTRACTIOI\IVENDOR PROVIDED l;llDE ATTRACTION SEMI COVERED (FABLIC) RIDE ATTRACTION WAITING S.R.QUEUE TENJ:"I QUEUE AREA ' ELECT EQUIPMENT BUILDING FOR ATTRACTION: TYPE-V SAFARI RIDE MAINTICONSTRUCTION D321 ~'ff{'e/tfJftt!D~~ ~~~~j ,,;< ~.,i:,('/ ,f,,-,,,,J,.,,,,>' ~M/,.<'4>; ,:,,""/./[¼<1'V4"',;,, •),)1'4$,,',,;,,,l,C'.f-{$,,._,~1',f,\..r,-,,Ur,•:/,~'iY~~\•(l) v~~",( >"'/m;>v,/,J',,>'t">'~ J,Y~-"';.. ~)'>' ':½ D321/20 D321/44 F.T.B. AREA DEVELOPM'l)AREA LIGHTING, RIDE AND RIDE SCENE UTILITY INFRA- AND INFRA-sTRUCTUREISTRUCTURE F.T.B. ATTRACTIO~VENDOR PROVIDED RIDE ATTRACTION ELECT EQUIPMENT BUILDING FOR ATTRACTION: TYPE-V 11 /15 11/15 11/15 8.ECf STRUqf SHELL ELECT D321150L_ _ FTB~AIN c~~UCTIC?!"J . · ,,. , j 11115 I SHE. 11~'!_! J 12_1.15 '~~ · , ~ ~;,,ll~f1@.t!~4Z~)W'fr.,: ·,o,r:~1.,:, . '·'" ',it,~~'l'.~.t:~~t".'[~~;JJ · .. ~~ ~~\,~ ~$~, ~Y::~ "' D322 !~~m:r~~if.¥';;..~M v~,.J{~, .• ~~~mr2;.w~~~,.w'<K8,iti~ ~~\'¾;.r!t:l.,ii\z: ·~ :;;#<,~Y,.,,.,,!!L,,~J HELLMUTH, OBATA + KASSABAUM, INC. STUDIOE 11/3/97 PERMIT SCHEDULE-Page 1 il:g@~@ ~~m DUPLO FACILITY DEVELOPMENT AND PERMIT LOG D322/20 D322/40 W.W. AREA DEVELOPM'lJAREA LIGHTING., FOUNTAIN, WATER SCAPE AND SCENE AND INFRA-STRUCTUREIUTJLITY INFRA-STRU(;TURE VENDOR PROVIDED WATER SCAPE AND FOUNTAIN W.W. ATTRACTION!ACTIVITY ELECT AND PUMP EQUIPMENT IN S.R. MAIT. BUILDING: 11 /15 ELECT [?320/601 S.R. MAINT TYPE-VCOJ"!STRUCTION' 11 /15 I SHELL 11/14 0323/20 AREA DEVELOPM'T AN~AREA Ll~HTING AND SHOW AV UTILITYINFRA- INFRA.SlRUCTUREISTRUCTURE IDENTIFIED IN "L" DWG AND DETAIL REFERENCED IN •s• ' RETAININGWALLICJM3S PUPPET SHOW SHAD SEMI COVERED (FABLIC) SHADE STRUCTURE OVER 11 /15 l;LECT 11/15 STRUCT 11 /15 STRUCT 'D323/281 • STRUCTUREO~RSEATINGAREA • ' 11/15 I STRUCT " -J , -:;;. oa24 ~~pfi:~~~ m~~?i'Ef~:~:zr~3~m:3f~~~ ~;,~~,!f~3-k~~0~~-;;;~}Z~- D324/20 D324/40 D324/43 D324/44 . D324/93 AREA DEVELOPM'T AN~AREA LIGHTING AND SHOW AV UTILITY INFRA- INFRA.sTR,UCTURE!STRUCTURE OUTDOOR PLAYGROUND SEATING AS IDENTIFIED IN "L" SITE SfRlJCTUREIAND DETAIL REFERENCED IN •s• DWG IDENTIFIED IN "L" DWG AND DETAIL REFERENCED IN "S~ RETAINING WALLICJM3S COVERED (FABRIC) PLAY SCAPE STRUCTURE, PERMIT ON BRICK PLAY PAVILIIONIFOUNDATION ATTACHMENT OUTDOOR PLAYGROUND PLAYSCAPE FOUNDATION PLAYSCAPESIATTJ\CHMENT DUPLO TRAINIVENDOR PROVIDE[? RIDE ATTRACTION DUP.LO TRAIN STOA BLDG! RIDE ELECT EQUIPMENT HOUSED IN PtAYSCAPE HELLMUTH, OBATA + KASSABAUM, INC. STUDIOE 11 /15 ELECT 11/15 $TfllJCT 11/15 STRUCT 11/15 STRUCT 11/15 S1RUCT. - 11 /15 ELECT 11/3/97 PERMIT SCHEDULE-Page 2 78. DETAIL IN DR SCHED 82. CHANGE LIST HELLMUTI!, OBATA+ KASSABAUM INC. STUDIOE HOK ALL REVISED COMPLETED VERSION WAS RESUBMITTED. ATTACHED SHEET IDENTIFIES THE RESPONSES FOR DUPLO CLUSTERS DEUYERD ON NOV. 5 '97. ATTACHED SHEET FOR REVISIONS DESCRIPTION FOR DUPLO CLUSTERS DELIVERD ON NOV. 4, '97 • "l •• -• 11 /3/97 CB 97-2027 ATTATCHMENT "82/D.:1 THRU 82/D.6" Page 1 .. . , . .. .. -~ "'· . SEE MULTIPLE SPECIAL l:NSPECTIONS S.CANNED ·SEPARATELY CB972027 IS THE PLAN CHECK NUMBER FOR MANY OTHER CB'S ALSO SEE CB971460{OUTER PARK) CB97146S{ADMIN BLDG) TESTED FOR: DATE: DATE 12/19/98 12/21/98 12/19/98 12/21 /98 12/19/98 12/21 /98 12/19/98 12/21 /98 ·l.., ~;/Information ~..:,• .ToBuild On Engineering • Consulting • Testing REPORT OF VAPOR EMISSION TEST TEST# 1 2 3 4 LegoLand Estates, Inc. 1 Lego Drive Carlsbad, CA 92008 Attn: David Cattle 13-Jan-99 TOTAL TIME (Hours) 50 50 50 50 WEIGHT LOSS lgmsl 1.8 2.1 1.6 3 PROJECT-: REPORT NO.: LegoLand Theme Park 1 Lego Drive Carlsbad, California 059-70202-1067 MOISTURE TRANSMISSION LOCATION (Lbs/ 1,000 sq ft in 24 hrs) 3.91 Beginings East Complex 4.57 Beginings East Complex 3.48 Beginings East Complex 6.53 Duplo Complex NOTE: Contractor directed locations for tests on 12/19/98. cc: Respectfully submitted, g;:17~ RECEIVED_ ,- JJ\N 2 5 \999 _j Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 -... '· l ' ·--;;, Information ~ • ~ToBuild On I!~ ---------~------~~----=----"- Engineering • Consulting • Testing FINAL REPORT FOR SPECIAL INSPECTION AND MATERIAL TESTING August 24, 1999 PSI Project# 059-90111-39 City of Carlsbad Community Director 2075 Las Palmas Carlsbad, CA 92009-4859 SUBJECT: SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL ~NSPECTION ~ND MATERIAL TESTING . PERMIT NO.:-CB·991816 PROJECT ADDRESS: Water Carousel Legoland California One Lego Drive Carlsbad, California -~· I declare under penalty of perjury that, to the best' of my knowledge, all the work requiring special inspection, material sampling and testing, for-the structures constructed under the subject permit is in conformance with the approved plans, the inspection and ob~ervation program and other construction documents, and the applicable workmanship provisions of the Uniform Building Code. Executed on this 24th day of August, 1999. 1, Comments: PSI's Scope of Services included the following: Reinforced Concrete and Footing Bottom · Inspections. TESTING LABO RA TORY OR.SPECIAL INSPECTION AGENCY: Professional Service Industries, Inc. 6867 Nancy Ridge Drive, Suite E. San Diego, CA 92121 RAKHI N. BHASIN, P,H.D, R.C.E. State of California Registration Number:· RCE 43349_ Expiration Date: 6/30/2000 RNB:whn/Finals/90111 Professional Service Industries, Inc. •-6867 Nancy Ridge Drive, Suite~.: Sa_n Diego, CA 92121 • Plione 619/455-0544 • Fax 619/455-1170 l " ''"iJ Information ~ • eTo Build On Engineering • Consulting • T~sting REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD DATE: FIELD DATA: July 27, 1999 REVISION #1 OUR REPORT NO.: 059-90111-28 LOCATION OF PLACEMENT Model Plinth area slab, queue area slab and footing on north side. DATE PLACED July 27, 1999 SUPPLIER Nelson & Sloan TIME 02:30 pm DELIVERY TICKET NO/TRUCK NO. 804446 SLUMP, IN. 6 1/4 MIX NUMBER AND PROPORTIONS 4033500 AIR CONTENT, % CEMENT AIR TEMPERATURE, °F WATER CONCRETE TEMPERATURE, °F FINE AGGREGATE DATE RECEIVED IN LAB July 28, 1999 COARSE AGGREGATE FIELD DATA SUBMITTED BY PSI ADMIXTURE MIX DATA SUBMITTED BY Nelson & Sloan COMPRESSION TEST-RESULTS ASTM C39-96; C1231-93 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) DIAMETE~ (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 19420 A 7 08/03/99 19420 B 7 08./03/99 19420 C 28 08/24/99 19420 D 28 08/24/99 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. cc: CITY OF CARLSBAD DPR / JOE THOMPSON 81000 80500 125000 119QOO Cylinders picked up by PSI X representative. 6.00 6.00 6.00 6.00 Cylinders deliveredJo PSI laboratory. 28.27 2870 Cone 28.27 2850 Cone 28.27 4420 Cone 28.27 4210 Cone X Tes't results comply with applicable specifications. Test results do not comply with applicable specifications. Respe lly submitted, Profe si nal Service Industries, Inc. RAKHI N. BHASIN PhD, PE 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. B~ Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l •J Infonnation I:!. • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 26, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #2 OUR REPORT NO.: 059-90111-27 LOCATION OF PLACEMENT Slab-on-grade for islands at water carousel. 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 July 26, 1999 12:15 pm 4 3/4 July 27, 1999 PSI/ Carlos Hernandez Hanson's SUPPLIER DELIVERY TIC::KET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE· COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTM C39-96; C1231-93 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LB~.) (IN.) .(SQ.IN.) (PSI) 19398 A 7 08/02/99 88000 6.00 2!3.27 3110 19398 B 28 08/23/99 125000 6.00 28.27 4420 19398 C 28 08/23/99 J,23000 6.00 28.27 4350 19398 D cc ~ft~ n ~t ORi SPECIFICATIONS 28 4000 Hanson's 803664 4033500 TYPE OF BREAK Cone Cone Cone V\5 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X represenl13live. X Test results comply with applicable specifications. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. TECHNICIAN: Carlos Hernandez Resp c ully submitted, cc: CITY OF CARLSBAD DPR / JOE THOMPSON Prof, ss nal Service Industries, Inc. ... RAKHI N. BHASIN PhD, PE 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, E)ECEPT IN-Fl:ll±,-WITHOOH'IRITTEII PERMISSIOll-8¥-PRGl'ESSAb-SER\IICE-ll>IDUS+RIES, INC BRANCH MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • $an Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l "*i/ Information ~ • *To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 31, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #2 OUR REPORT NO.: 059-90111-33 LOCATION OF PLACEMENT LOWE.R RETAINING WALL FOOTINGS, SOUTH END 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 July 31, 1999 01:00 pm 3 3/4 81 August 02, . 1999 CARL SCHMIDT HANSON SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 356917 4033500 NOIE:.AP..ewcl.\6.LEUSIM.SIANO.ABO.S.uNL.aS.S..Oil:IIIBWlS.e.JND.!CAIEQ:.S.WJ.Me;..C.14.~OfilElil:..C231-97 (EXCLUDllliLSEC 6)· TEMPERATURE· C1Q64-86/93)· CVLJNDERS· C31-96 !EXCLUDING SEC. Jl.Ul:.SAMPL!NG;_CJ.I2:.!lL COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 19434 A 7 08/07/99 19434 B 7 08/07/99 19434 C 28 08/28/99 19434 D 28 08/28/99 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS._) {IN.) 100000 6.00 104000 6.00 120000 6.00 122000 6.00 ·r()t ......... ~Ii Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratory. TECHNICIAN: CARL SCHMIDT cc: CITY OF CARLSBAD DPR / JOE THOMPSON CYLINDER COMPRESSIVE AREA STRENGTH . {SQ.IN.) (PSI) TYPE OF BREAK 28.27 3540 Cone 28.27 3680 Cone 28.27 4240 Cone 28.27 4320 Cone ~JI=( )RJ\A~~ "i u "" -p "' -·· - 4000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. Resp ctf lly submitted, Profi ss· nal Service Industries, Inc. ' THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT 6E INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT 6E REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 _.Phone 619/455-0544 • Fax 619/455-1170 l · ' ui/ Information ~ • .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD DATE: July 30, 1999 FIELD DATA: LOCATION OF PLACEMENT DOCK BASIN REVISION #1 OUR REPORT NO.: 059-90111-32 DATE PLACED TIME SLUMP, IN. July 30, 1999 01:00 pm 5 SUPPLIER PELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS HANSON 805175 4033500 AIR CONTENT, % AIR TEMPERATURE, °F 65 CONCRETE TEMPERATURE, °F 84 DATE RECEIVED IN LAB July 31, 1999 FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY PSI/ ROLAND ROOT HANSON CEMENT WATER FINI; AGGREGATE COARSE AGGREGA7J"E ADMIXTURE NOIE:.Al:el.l~BI.E.bSIM_ST8.l'IDAROS.Ui'II.ESS_O!l=i:'~~S_:Ji'ID~Cl'.IEO:_SLUMe:-.C.W,llJ.;_AIR.C.Or:ID:tlI:..C23.1.c11I.JEXCLUJ)JN.G-51;.C...Q):.IEMellBAIUBE;J:J.0.6.4:ll.6(9_3J;J;.YLINDfBS:..c_:i.1:.9_6._(EXCLU.Dlli.G_SfC...U.2):.SAMe.Lll,I_G.:.C1I2~ COMPRESSION TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 19426 A 7 08/06/';!9 19426 B 7 08/06/':J9 19426 C 28 08/27/99 19426 D 28 08/27/99 SPECIFICATIONS 28 REMARKS: _K Cylinders made by PSI representative. Cylinders made by Architect's or Contractors representative. ASTM C39-96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 75000 6.00 80000 6.00 115000 6.00 115000 6.00 ,,,_.o, f~ ... ~\ . t •<4'•1"· ., X Cylinders picked up by PSI· _ representative. Cylinders delivered to PSI laboratory. TECHNICIAN: ROLAND ROOT ' cc: CITY OF CARLSBAD DPR / JOE THOMPSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 28.27 2830 Cone 28.27 4070 Cone 28.27 4070 Cone \ii=( 1DA. 1, 'I,. '<l~ ~·1;,.g V \i~ 4000 X Test results comply with applicable specifications. Test results do not comply with applicable speciffcalions. ly submitted, nal Service Industries, Inc. THESE TEST RESULTS APPLY ONL V TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT Bl: INDICATIVE OF THE ENTIRE CONCRET~ PLACEMENT, REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMiSSION BY-PROFESSIONAL SERVICE INDUSTRIES, INC. RAKHI N, BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l '"iJ Information • $To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: JIM FEND LEGOLAND CALIFORN~A ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 29, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #2 OUR REPORT NO.: 059-9.0111-29 LOCATION OF PLACEMENT Retaining wall, east radius. 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 July 29, 1_999 12:15 pm 4 1/4 78 July 30, 1999 Car_l Schmidt Hanson SUPPL.IER DELIVERY TICKET NO./TRlJCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE Hanson 4033500 NQIE:.Affl.lCA6LE.ASIM-5IAl'IDABQS.U.l'ILES.5--OIJ:IEBWISEJNDLCATED.:.SLUMe:..c-1.4.3;91;.AIB.C.ONil:til:..C23HL(E1(CLUDJNG_SE.C-6J:.IEMeeBAT.UBE;..cJ.0.6..4.:ll6(9.3J;_cxLINDEBS:..C3H.6.(E1(CLUD.IN.G..SEC-8.2.2J:..SAMPJ.ING:..CJ12,9.7.. COMPRESSION TEST RESULTS SPECIMEN TEST- LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 19430 A 7 08/05/99 19430 B 28 O'i?/26/99 19430 C 28 08/26/99 19430 D SPECIFICATIONS 28 REMARKS: .K_ Cylinders made by PSI repres~ntative. Cylinders made by Architect's or Contracto~s representative. ASTM C39·96; C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) . (IN.) 90000 6.00 115000 6.00 122000 6.00 C< Cylinders picked up by PSI ~ representative. Cylinders deliver~d to PSI laboratory. TECHNICIAN: Carl Schmidt cc: CITY OF CARLSBAD DPR / JOE THOMPSON CYLINDER COMPRESSIVE AREA STRENGTH (SC!. IN.) (PSI) TYPE OF BREAK 28.27 3180 Cone 28.27 4070 Cone 28.27 4320 Cone )N FOR .MS 4000 X Test results comply with applicable specifications. Test results do not comply wilh applicable specifications. Resp tf lly submitted, Profi ssi nal Service Industries, Inc. PE l " ''i/ Information ~ • .ToBuildOn Engineering • Consulting • Testing 'REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAP, CA 92008 August 03, 1999 LOCATION OF PLACEMENT DOCK BASIN, EAST SIDE DATE PLACED TIME SLUMP, IN. AIR CONTENT, o/o August 03, 1999 11:45 am 4 1/4 AIR TEMPERATURE, °F 67 CONCRETE TEMPERATURE, °F 87 DATE RECEIVED IN LAB August 04, 1999 FIELD DATA SUBMITTED BY PSI / ROLAND ROOT MIX DATA SUBMITTED BY HANSON PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #1 OUR REPORT NO.: 059-90111-38 Sl,JPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 357453 4033500 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143·97· AIR CONTENT· C231-97 IEX¥LUPING SEC 6)· JEMP!jif3ATURE· C1064-B6193Vc;yuNDERS· C31-96 (EXCLUDING sec 8 2 21· SAMPLING· C172·9L COMPRESSION. TEST RESULTS SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 19444 A 7 08/10/99 19444 B 7 08/10/99 19444 C 28 08/31/99 19444 D 28 08/31/99 SPECIFICATIONS 28 REMARKS: K Cylinders made by PSI representative. Cylinders made by Architect's or Conlracto(s representative. ASTM C39·96;·C1231-93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 92000 6.00 94000 · 6. o·o 127000 6.00 132000 6.00 Cylinders picked up by PSI X representative. · Cylinders delivered lo PSI laboratory. TECHNICIAN: ROLAND ROOT cc: CITY OF CARLSBAD DPR / JOE THOMPSON CYLINDER . COMPRESSIVE AREA STRENGTH· (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3250 Cone 28.27 3330 Cone 28.27 4490 Cone 28.27 . 4670 Cone 4000 X Test results comply with applicable specifications. Test results do not comply wilh applicable specifications. ResrMlly submitted, Pro~stries, Inc. THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICA TIVE·OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION_ BY PROFESSIONAL SERVICE INDUSTRIES, INC. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego; CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · ·ti·~~ ;f lrifonnation ;<,,. C ~~• .. ToBuildOn. Engineering • Consulting • Testing Page_1_of_ INSPECTION -REPORT CLIENi..vc n\ .,..,, A: (¢\~,~ \ DATE E:,-~-'-?\ ~\· Architect __________________ -'-- Engineer---------,------,------,--- Contractor. S) > :Q ·· ~~ INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA __ Cement -- __ Specialty __ Mortar Samples -- __ Mechanical __ Grout Samples . ' __ Electrical __ MasonryPrisms -- __ 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)W ~bl½ ~Q...0'1$6-L (AddressP-l,IQ 40)12 "O?::-~ C$0-SLbRd,VS\ REPORT NO. c,5q~ 9'oet) -JO Building Permit No. _____________ _ Plan File No, ________ ,__ ______ _ Govt: Contract No ...... --~------------- OSA·or OSHPD #------------- Other---,----------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs __ _ Rinf.: W.W.F. _ Clearances _ Flint.: Tendons _ Positions _ Cone.: Mix #/psi _Sizes· _ Cone.: Mix #/psi -. Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ (3rout: Mix #/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage __ Units: Brick __ Torque Applied ___ Steel __ H.S. Bolts _ Metal Decking _ Electrodes ·_ Fireproofing ___ Other _ Corrective action required __ _ Corrections completed ~~b C,).::,$: ~ b-¥$-;'\,z \'~~ C)-N \:,~c).;~-·,1;\... ~Ci...OV\t--~ ~~L~ ~ 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 q._..~L.~¾· ~-y ~ (Print Clearly) CERT. NO.---'---------------- INSPECTORSIGNATUR~-:!:-~ DATE 8-?., .. ~ ~, PSI-B-900-170(2) ·f. ..... lb ' l.., ~•J Infonnation ~..,• .To Build On Engineering • Consulting • Testing REPORT· OF FIELD COMPACTION TESTS TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD DATE: August 02, 1999 REVISION #1 OUR REPORT NO.: 059-90111-30 TESTDATA: (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM COMMENTS· ! TEST TEST SOILiD LAB DRY * WATER WET PERCENT Spec. 90% Min I NO. DEPTH ELEVATION NUMBER DENSITY · CONTENT DENSITY DENSITY COMPACTION 20 8" -2 2 124.0 7.1 128.7 120.2 96.9 2 -A rt ~~HCr)ff )AAC '-1~ Jil ~~ ~tl ~, '9' \l~ ------------·--r· -... ··r . --· ... ----·------·· Mo-•-·------·------• ---•••-• I I TEST LOCATION: Legoland/ backfill around basin 20 East side of platform north side NOTES: TESTS PERFORMED PER ASTM 02922°96 & ASTM 03017-96 DENSITIES SHOWN: Lbs. per cubic foot WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry densi\y obtained on sample indicated by soil ID number. * (2) ASTM D 1557-91 Procedure A TESTINSTRUMENT: Troxler, 3430, 28343 REMARKS: TECHNICIAN: Roland Root cc: CITY OF CARLSBAD :DPR / JOE THOMPSON of tank *COMMENTS: ··-·-·---------· -··-·--------------· (below sU:bgrade ) .. 1". FILL MATERIAL 2. BACKFILL 3. BASE COURSE 4. SUBBASE A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST 5. SOIL CEMENT 6. OTHER D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS STANDARDCOUNT M: 663 ADJUSTMENT DATA M: D: 2746 D: Respectfully submitted, r;;essi~nal Service lndustdes, Inc. E,,, 1.~ I t,,~· __ --# THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FU°LL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. l~'ffii!'~~SINPhD I PE BRANCH MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 PSI A-100·2 (4)F I l iii Iriformation ~ • ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 22, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #2 OUR REPORT NO.: 059-90111-26 LOCATION OF PLACEMENT . Retaining Wall 1st pour aro~nd pool. DATE PLACED July 22, 1999 SUPPLIER Hanson TIME 03:30 pm DELIVERY TICKET NO.rrRUCK NO. 354262 SLUMP, IN. 4 1/2 MIX NUMBER AND PROPORTIONS 4033500 AIR CONTENT, % CEMENT 6.9 SK AIR TEMPERATURE, °F 78 WATER CONCRETE TEMPERATURE, °F 88 FINE AGGREGATE DATE RECEIVED IN LAB July 23, 1999 COARSE AGGREGATE --- FIELD DATA SUBMITTED BY Fidencio Viramontes ADMIXTURE MIX DATA SUBMITTED BY Hanson NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP·. CU3-97· AIR CONTENT· C23_MZ (EXC_LUDING SEC 6\· TEMPERATURE· C1064-66(93\· CYLINDERS· C31-96 (EXCLUDING sec 9 2 2\· SAMPLING· C172:l!L. SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 19397 A 7 19397 B 28 19397 C 28 19397 D 59 COMPRESSION TEST RESULTS ASTM C39-96; C1231-93 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN,) 07 /29/99 82000 6 .oo· 08/19/99 106000 6.00 08/19/99 108000 6.00 09/19/99 l:?2000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2900 Cone 28.27 3750 Cone 28.27 3820 Cone 28.27 4320 Cone c.o~,~FC DR~~f.S I ...... ,..,_... SPECIFICATIONS REMARKS: 28 ~ Cylinders made by PSI represenlative. Cylinders made by Architect's or Contraclo(s represenlative. X Cylinders picked up by PSI _ representative. _ Cylinders delive[ed lo PSI laboratory: 28-DAY BREAK LOW, NOTIFIED JOE 8/19/99. TECHNICIAN: Fidencio Viramontes cc: CITY OF CARLSBAD DPR / JOE THOMPSON X 4000 Test results comply with applicable specifications. Testresults do not comply with applicable·specifications. Respe lly submitted, Profe si nal Service Industries, 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. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-<I (6)F Professional Service· Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 'l •"lill:!!-;/ Information M..;,• *To Build On Page_1_of_ Engineering • Consulting • Testing INSP.ECTION REPORT CLIENTU6;c,lt-,.~d ~,~oQ..~ \~ ' DATE'_, :,o-C\ G\ Architect _________________ _ Engineer _____ ...;._ _______________ __, Contractor. ___________ --'-___ _;_.;..__ INSPECTION MAT'LSAMPLING QTY _OSHPD -X-Concrete Cylinders Jd:_ _OSA __ Cement -- _Specialty _ Mortar Samples _Mechanical __ Grout Samples -- _Electrical _ Masonry Prisms _Roofing __ Masonry Block --...X.. 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)W~'1'~Cl.. C~\.\!) ~ L (Address)~ NC;. Ls'?\" d~ · C~12.l_-j 'b~.d;) (e. REPORT NO. os·vi ... t'\ ~(\ \ ... 25' Building Permit No. _____________ _ Plan File No. _________________ _ Govt. Contract No.---,----,-----------.;._ OSAor OSHPD #-------------- Other __________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST .-Rinf.: Rebar -. _ Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf:: Tendons _ Positions -A. Cone.: Mix~")3'~5·1,o _Sizes ..::L Cone.~ #/psi !'t: c,-o, 0 _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 u:,'NC,Q..atB ~Lc.L-\-~~· ~ d~C.X<-'b~\~. ~LN:..aw--N\' \o,1 ~b ~L1't,Q....\3u..""'-i>,) V\S,"'2 °'3:'lL~~L&~ ]'.;)""-,(,Lt:,~~"\~~~. ~~ \h~ 'r'!"l:S' $ ~4 L .. i1Q,C\½-\12-~~~SJ b•li;. ~ ~c..\r..., ~ n.l•~P~ ~C,'2-n..,c s¼O''> k LoC...~\ON~ - 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 ~\_~~ ! ~~VL . CERT. NO. ________________ _ (Print Clearly) INSPECTOR SIGNATUR~~~ ~ ~ PSI-B-900-170(2) ,,.. . . l •, Information • .To Build On · Engineering • Consulting • Testing REPORT OF FIELD COMPACTION TES.TS TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD DATE: TEST DATA: TEST NO. 18 8" 19 8" July 30, 1999 REVISION #1 OUR REPORT NO.: 059-90111-25 (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM TEST SOILID LAB DRY * WATER WET PERCENT DEPTH ELEVATION NUMBE8 DENSITY CONTENT DENSITY DENSITY COMPACTION -30 FSG 2 124.0 15.8 130.0 112.3 90.6 -30 FSG 2 124.0 11.4 126.7 113. 7 91. 7 COMMENTS" Spec. 1 - A 1 -A 90% -·-(JYR:t t.e· (-n Nt V\J - TEST LOCATION: Legoland, California/ sidewalk retaining wall footing 18 Southwest end of footing at center 19 East end of footing at center u Min NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM D3017-96 DENSITIES SHOWN: Lbs. per·cubic foot *COMMENTS: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT: Percent of dry weight · PERCENT COMPACTION: Based on maximum dry densi!Y obtained on sample indicated by soil ID number. * (2) ASTM D 1557-91 Procedure A 2. BACKFILL 3. BASE COURSE 4.SUBBASE . 5. SOIL CEMENT 6. OTHER . B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: Troxier, 3430, 28343 REMARKS: STANDARD COUNT M: 663 ADJUSTMENT DATA M: ·D: 2759 D: TECHNICIAN: Roland Root cc: CITY OF CARLSBAD .DPR / JOE THOMPSON THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ' . ectfully-subrnitted·tt,....;j , '\,s. Jt / o essional Service lnc"1stries, Inc. I -"'' Ji • fV1tllf-~, .. ,lf~ RAKHI N. BHASIN PhD, PE B~CH MANAGER PSI A-100-2 (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 · " -;, Infonnation ~ • ~To Build On Engineering • Consulting • Testin9, REPORT OF CONCRETE COMPRESSION TEST JIM FEND PROJECT: . WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ·ONE LEGO DR -CARLSBAD July 10, 1999 jf~" ' ~j\llELD DATA: ;fLOCATION OF PLACEMENT RETAINING WALL FOOTING REVISION #1 OUR REPORT NO.: 059-90111-13 ir: {:· I 11:·.DATE PLACED July 10, 1999 SUPPLIER ESCONDIDO READY MIX liiiTl,ME · 10 : 2 0 am DELIVERY TICKET NO.fTRUCK NO. 3 2 7 3 72 j:iSLUMP, IN. 4 MIX.NUMBER AND PROPORTIONS 365P } AIR CONTENT, % ---CEMENT --- i~AiRTEMPERATURE, °F ---WATER ---! ;lcoNCRETE TEMPERATURE, °F - - -FINE AGGREGATE - - - ;f1oATE RECEIVED IN LAB July 12' 1999 COARSE AGGREGATE --- i,~FIELD DATA SUBMITTED BY PSI\RICK RIEWER ADMIXTURE --- ~~MIXOATASUBMITTEDBY ESCONDI:0O R~ADY MIX . . . · i ~~I . . 4 (~NOTE· APPLICABLE ASTM SJAl'JD.ABQSJlliLE.S.S..QIBERWlS~O!CA.IEQ:.SW.Mf:..C.ll!.9.Z;.AJR.C.QtilENI;J;Z3.1:9UEl(CL.UDJNG SE.C..Ji):.IEMe.EBAIUBE:..C.tQll.4:!l~9.3);_CYl,IND.E85:.CJ.1.:ll.6.1EXCI.\Jmt!G..SE.C...8,2.2l:..SAMl:l.lNG;_c.JJ.k9.L 'J{ i I COMPRESSION TEST 'RESULTS . 1J J ? '1' ' 1{ 1 1 LAB~RATORY 1Dl~~f1~ltoN lfJJ 1•, NUMBER ORSETNO. (DAYS) t~'. ; DATE OF TEST f: 19330 :il;_, J 19330 1. 19330 I 1 19330 I ! i I , SPECIFICATIONS A B C D 7 28 28 28 28 07/17/99 08/07/99 08/07 /9'9 08/07/99 REMARKS: K Cylinders made by PSI representative. Cylinders made by Architect's or Contraclo~s representallve. ASTM C39-96; C1231-93 · TOTAL LOAD (LBS.) 103000 128000 1·30000 131000 CYLINDER DIAMETER (IN.) 6.00 6.00 6.00 6.00 Cylinders picked up by PSI _x representative. _ Cylinders delivered to PSI laboratory. CYLINDER AREA (SQ:IN.) 28.27. 28 .27 .. 28.~7 28.27 COMPRESSIVE STRENGTH (PSI) 3640 4530 4600 4630 3000 TYPE OF BREAK Cone Cone Cone Cone X Test results comply with applicable _specifications. Test results do not comply with applicable specifications. L All cylinders capped in accordance with ASTM C617-94. i I, TECHNICIAN: RICK RIEWER I I . .cc: CITY OF CARLSBAD DPR / JOE THORMPSON THESE TEST RE SUL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED ANO MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. I REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE.INDUSTRIES, INC. ' : : .. ': Resp ully submitted, Profi ss onal Service Industries, Inc. .• RAKHI N. BHASIN PhD, PE BRANCH MANAGER , PSI A•200_. (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ;/ Information ~ • .ToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST 'i TESTED FOR: 'r' r DATE· j • 1: ! f;IELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 14, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #1 OUR REPORT NO.: 059~90111-15 l · LOCATION OF PLACEMENT !. : SLAB-ON-GRADE POOL BOTTOM MIDDL~ AREA ,; I I , ti , DATE PLACED ; TIME ; . SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F •1 · CONCRETE TEMPERATURE, °F DATE RECEIVED IN LAB i' FIELD DATA SUBMITTED BY .I; ~IX DATA SUBMITTED BY July 14, 1999 07: 00 pm 5 77 88 July 15, 1999 PSI\GLENN'MITCHELL HANSON SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 800786 50335500 I· I NOTE· APPLICABLE MJ.M.s!ANQABO.$.!JNLES.S..OllilIBWJSE.lliQICAJ.ED.;;S.LUMe:_Cill~,l;_AlB.C_OfilENI:..C2U:.9J_(El!<.CLUDJNG SEC-8):.IEMeEM.T-UBE;_CJJl~-4~88(93);_CY.LINDEBS;_C3.1:llo_(El<.Cl.lJ.C!lNG..SJ:C~~2.2J;_SAMEJ.,LN.G;_C-112:J)L -~.-~.:,,(_~~ COMPRESSION Tf;ST RESULTS . . ASTM C39-96; C1231-93 ... .. SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 19363 A 7 07/21/99 19363 B 28 08/11/99 19363 C 28 08/11/99 19363 D SPECIFICATIONS 28 REMARKS; ,K Cylinders made by'PSI represenlalive. Cylinders made by Architect's or Contractor's ·representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) . 103000 6.00 130000 6.00 133000 -6: 00 co · Cylinders picked up by PSI _x representative: Cylinders delivered t_o PSI laboratory. · CYLINDER COMPRESSIVE AREA STRENGTH (SQ. IN.) (PSI) TYPE OF BREAK 28.27 3640 Cone 28.27 4600 Cone 28.27 4700 Cone f\}!=1 ti JR~ ~.) 4000 X Test results comply with applicable specifications. Test results do not comply with appli~able specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: GLENN MITCHELL cc: CITY OF CARLSBAD DPR / JOE THORMPSON 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. Resp c fully submitted, Profi s ional Service Industries, Inc. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 I I, ,i: l •J Information ~ • ®To Build On Engineering • Consulting • Testing 11·· .{: REPORT OF CONCRETE COMPRESSION TEST '.'", I (" I ~lfrr1 STED FOR: ·1i~;: :l 't' ;'.JJ.' IJj;, tJi~• \ f~1.!DATE: 'it' !"' ,(.FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 14, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD . REVISION #2 OUR REPORT NO.: 059-90111-16 ~4~0CATION OF PLACEMENT SLAB-ON-GRADE POOL BOTTOM NORTHWEST CORNER ·oF CURB :r;, I ,,;DATE PLACED : :Tl.ME · ·:SLUMP, IN. · :AIR CONTENT, % July 14, 1999 03:45 pm :(AIR TEMPERATURE, °F i,CONCRETE TEMPERATURE, °F ie11DATE RECEIVED IN LAB July 15, 1999 lFIELDDATASUBMITTEDBY PSI\RIC-K RIEWER :tirt DATA SUBMITTED BY HANSON SUPPLIER DELIVERY TICK!=T NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 205127 5033500 't· ' '1 -jNqIE· APPLICABLE ASTM STANOABQS.UJ!ILESS OTHERWIS.lilllOICAJ:EQ:.SLUM~· c143.gz· AIB CONTENT· C231·8Z (EXCLUDING SEC _6)· TEMPER>\IUB,E:..G.19.e~8.3J;J;YiJND.EB~ll..lEXCLUDING SEC 9 2 2J;JiAMPLlliG;_C.172:fil_ ·w:1' ii;.f: ' COMPRESSION TEST RESULTS tj I SPECIMEN TEST i,P' LAB~RATORY IDENTIFICATION AGE i.1;! j NUMBER ORSETNO. (DAYS) DATE OF TEST 'f'I t· ' 19364 A 7 07 /21/99 I• 19364 B 28 . 08/11/99 ~.r 19364 C 28 08/11/99 I 19364 D SPECIFlCATIONS REMARKS: 28 ,K Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. ASTM C39-96; C1231-93 TOTAL LOAD (LBS.) _ 106000 130000 125000 CYLINDER DIAMETER (IN.) 6.00 6.00 6.00 X Cylinders picked up by PSI representative. Cylinders delivered to PSI laboratory. CYLINDER AREA (SQ.IN.) 28.27 28.27 28.27 COMPRESSIVE STRENGTH (PSI) 3750 4600 4420 4000 TYPE OF BREAK Cone Cone Cone X Test results comply with applicable specifications. Test results do not comply with applicable-specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: RICK RIEWER cc: CITY OF CARLSBAD DPR / JOE THORMFSON 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. ly submitted, al Service Industries, Inc. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A•200-4 (6)F Professional Service Industries, Inc. •:6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 i· !.. .{~; : .{i I .\/;;T1ESTED FOR: .!, I i1. I it1iil: ~--r' !(~i l' ~:DATE: l · •1 Information • ®To Build On · Engineertng • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 16, 1999 PROJECT: WATER CAROUSEL QNE LEGO DR -CARLSBAD REVISION #1 OUR REPORT NO.: 059-90111-18 \1; · 1t::::t,=========================:::::::======================= !:.!:FIELD DATA: ·1:;.!-pCATION OF PLACEMENT 1ST LIFT RETAINING WALL DETAIL 6/5103 i:. I I ' DATE PLACED TIME , SLUMP, IN. ;,·AIR CONTENT,% I ' i, AIR TEMPERATURE, °F July 16, 1999 5 1/2 ·:CONCRETETEMPERATURE °F --- :,i'DATERECEIVED IN LAB ' July 17, 19.99 :/ FIELD DATA SUBMITTED BY PSI (PCI) MIX DATA SUBMITTED BY HANSON SUPPLIER DELIVERY TICKET NO.ffRUCK NO. . MIX NUMBER AND·PROPORTIONS CEMENT WATER FINE.AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 801383 5033500 'l. ! : ·; NOTE· AP PLJCABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· C143-!i7· AIR CONTENT· C231-97 /EXCLUDING SEC.§}' TEMPERATURE:..~:u· CYLINDERS· C.31:l1§1EXCLUPJliG..sEC.Jl.2.2)· SAMPLING· c1zz.97 ~·: ' --. --ij:i;. j COMPRESSION TEST RESULTS , 1 ,,. : ASTM. C39-96; C1231-93 q" I 1 r; 1 sPECIMEN TEST TOTAL CYLINDER ,j;}' I LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER 1 NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) SPECIF.ICATIONS I REMARKS: A B C 7 28 28 28 07/23/99 08/13/99 08/13/99 1f. Cylinders made by PSI repres.entative. Cylinders made by Architect's or Contractor's representative. 108000 149000 150000 Cylinders picked up by PSI 1f. representative. 6.00 6.00 6.00 Cylinders delivered to PSI laboratory. CYLINDER AREA. (SQ.IN.) 28.27 28.27 28.27 COMPRESSIVE STRENGTH (PSI) 3820 5270 5310 4000 TYPE OF BREAK Cone Cone Cone x Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617-94. : . TECHNICIAN: REG LI cc: CITY OF CARLSBAD DPR / JOE THORMPSON 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. Respe lly submitted, Pi"ofi si nal Service Industries, Inc. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •·San Diego,. CA 92.121 • Phone 619/455-0544 • Fax 619/455-1170 1' :k i ~:;~ksTED FOR: ;;·; : ii, : li::,·; w1: l ;/ Information IJ!. • ®To Build On Engineering • Consulting • Testing, REPORT OF CONCRETE COMPRESSION TEST JIM FEND LEGOLAND CALIFO~IA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD ;[J:Y II 1, , .. , l 1' REVISJ:.ON #1 ,,DATE: July 16, 1999 OUR REPORT NO.: 059-90111-17 .im•,=+ .======================:::;::============ 1!k1FIELD DATA: , ~hJOCATION OF PLACEMENT TOP LIFT RETAINING WALL ~r,} l ' 11:1 DATE PLACED 1'i'JIME · .,j tSI-UMP, IN. i it.6.IR CONTENT, % July.16, 1999 4 '. ·'.AIR TEMPERATURE, °F ;!'.-CONCRETE TEMPERATURE, °F ,i;'oATE RECEIVED IN LAB Juiy 17, 199'9 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ., J !11FIELD DATASU1;3MITTED BY PSI (PCI) ADMIXTURE ,1 !~~I~ DATA SUB~!lTED BY HANSON .. HANSON 801482 5033500 LJ . J ·11l_NOJE· APPLICABLE ASTM STANDARDSJINL.laSS..QitlEBWJSEJl!!QlCAI!a~ C143·9Z· AIR CQtiTEtff· C23HZ. {EXCLUDl~Jl;JEM&BAIURE:.C~;..CYLIMD.EiB.~EXCLUDING sec 9 2 2l:.SAMELIN.G.:_C_112·QL i_jl· I · COMPRESSION TEST RESULTS ' t? / · ASTM C39·96; C1231-93 ' . 1 .! J 1 f i ,I l 1'. I. 1. i ' i / LABORATORY I NUMBER i I 19365 : 19365 19365 SPECIFICATIONS I SPECIMEN TEST DATE OF IDENTIFICATION AGE OR SET NO. (DAYS) TEST A 7 07/23/99 B 28 08/13/99 C 28 08/13/99 28 REMARKS: ]f_ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) 105000 127000 139000 Cylinders picked up by PSI .!_ representative. (IN.) 6.00 6.00 6.00 cc _ Cylinders delivered to PSI laboratory. CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK · 28 .27 3710 . Cone 28·.27 4490 Cone 28.27 4920 Cone ~NF ORI v\S 4000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617~94. I ,I TECHNICIAN: REG LI cc: CITY OF CARLSBAD DPR / JOE THORMPSON , 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. I ' I • ' Respe lly submitted, Profe si nal Service Industries, Inc. ,...___..,,v,.,.,,,..~::,L,,'1--c...,_, RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A·2oo-l (6)F Professional Service Industries, Inc.• 6867 Nancy·Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .. - TESTED FOR: l ;/ Information I:!. • ~To Build On Engineering • Consulting • Testing REPORT OF CONCRETE CO_MPRESSION TEST JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: WAT~R CAROUSEL ONE LEGO DR -CARLSBAD ! ' I, : REV+SION #1 }'DATE: July 21, 1999 OUR REPORT NO.: 0.59-90111-23 ,!, .. -=.===========::::::::======::::::::=================================== 3tF.IELD DATA: f::i:LOCATION OF PLACEMENT !{Ji.: l SECOND POOL WALL AND SECOND OPERATOR STATION WALL AND QUEVE WING WALLS l • . ~ .. l_ DATE PLACED ·: TIME I 1 SLUMP, IN. ·/·AIR CONTENT, % July 21, 1999 03:00 pm 4 3/4 , AIR TEMPERATURE, ° F 7 6 i · CONCRETE TEMPERATURE, °F 88 j DATE RECEIVED IN LAB Jt1.ly 22, 1999 .i.: FIELD DATA SUBMITTED BY P~I\FIDENCIO VIRAMONTES ·[. MIX DATA SUBMITTED BY HANSON SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS . CEM!;:NT WATER FIN~ AGGREGATE COARSE' AGGREGATE ADMIXTURE HANSON 353813 5033500 8.23 SACKS , r i ,! i N~TE· APPLICABLE ASJM STANDARDS UNLES.s..QT!:IERWISlilllrnO.:..SLUMP· c143.97, AIR ~2ll,lliEXCLUD.llliLSEC._ID:.IEMP1'BADJBE:...CN6.t®t8.aJ;__C.YLll'IP~(EXCLUD.Illil..SEC-ll.Z.2J;_SAMPLJ1'1.G;..C11.cQL •! :. I . . COMPRESSION TEST RESULTS f LABORATORY NUMBER ' 19374 1· I. ' 19374 I I 19374 \· I i 19374 I :: I I i SPECIFICATIONS Ht • Fl ff ~EM~RKS: I: ! ' I I SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 07 /28/99. B 28 08/18/99 C 28 08/18/99 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTM C39-96; C1231·93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 121000 6.00 177000' 6.00 168000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered lo P~l laboratory. CYLINDER COMPRESS/VE AREA STRENGTH (SQ.IN,) (PSI) TYPE OF BREAK 28.27 4280 Cone 28.27 6260 Cone 28.27 5940 Cone 4000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. I'· I ' All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: FIDENCIO VIRAMONTES 'cc: CITY OF CARLSBAD .DPR / JOE THORMPSON I 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. I . 1 Respe Uy submitted, Profe si al Service Industries, Inc. ' RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l ' -., Information • ®ToBuildOn Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSiON TEST TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD 'i,\i , REVISION #1 :noATE: July 22, 1999 OUR REPORT NO.: 059-90111-26 ,11,================================::::::::======================= [[i FIELD DAT A: !_,-LOCATION OF PLACEMENT l'· ·: Retaining Wall 1st pour around pool. '!~· i J. ' . i;, DATE PLACED i['1 TIME '. SLUMP., IN: I AIR CONTENT, % i.' AIR TEMPERATURE, °F 1. CONCRETE TEMPERATURE, °F : DATE RECEIVED IN LAB ) ' FIELD DATA SUBMITTED BY i · MIX DATA SUBMITTED BY July 22 ,. 1999 03:30 pm 4 1/2 78 88 July 23, 1999 Fidencio Viramontes Hanson SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE Hanson 354262 4033500 6.9 SK I ! .j N9JE· APPUCABLE ASTM STANDARDS UNLEsio.Il:IEBWIS5JND1CATEP:.SJ.lJME:..c.ill.,97· AIR CONTENT· C2.3.hQUEKC.Cl/P!NG_SEc...eJ;.IEMFfRAI.UBE;CCJ.0filc8.6.(ltl);_C)'J..lN.QEBS.:..C.:i.H.oJEl(CL.U[1Jl:{G_9EC~~2.2);JlAMPLJ.NG:..C.112::9L : I' ' -. ii;{ i 1 COMPRESSION TEST RESULTS I-ASTM C39-96; C1231-93 ~,.·,....,..: ----~----~-'---.-~-----.-------.-----~----.------,.-~------, ·1:; 1 SPECIMEN TEST , ,-i I LABORATORY IDENTIFICATION AGE 1,j i NUMBER ORSETNO. (DAYS) DATE OF TE~T ' I I -k I 11 i" J': i i; '. ' I I 19397 19397 19397 19397 A B C D 7 07/29/99 28 08/19/99 28 08/19/99 TOTAL LOAD (LBS.) 82000 106000 108000 CYLINDER DIAMETER (IN.). 6.00 6.00 6.00 I: i------'------t---+-----'-----'-'-__, I.;. r PECIFICATIONS J,' ·f . -,.REMARKS: 'i·i : ! I i 1· ,. I i: ' K Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. Cylinders picked up by PSI K. representative. Cylinders delivered to PSI laboratory. 28-DAY BREAK LOW, NOTIFIED JOE 8/19/99. TECHNICIAN: Fidencio Viramontes 'cc: CITY OF CARLSBAD :DPR / JOE THORMPSON CYLINDER AREA (SQ.IN;) ~8.27 28.27 28.27 COMPRESSIVE. STRENGTH (PSI) 2900 3750 3820 TYPE OF BREAK Cone Cone Cone Test results comply with applicable specifications. X Test results do not comply with applicable specifications. ResP. c ully submitted, Pro es ional Service Industries, 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. /l'~'---6L~ RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A·200-4 (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Su.ite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l · "''iJ Inforf!Udi<m ~ • .To Build· On Engineering • Consulting • Testing I' ; REPORT OF CONCRETE COMPRESSION TEST f. ,:ti, , .. 'f\;ESTED FOR: '!''' i {: '!~ ' hJ'. I 1i': ,h' : t\ 1 JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD OUR REPORT NO.: 059-90111-32 f: DATE: July 30, 1999 r, ======================================================== 'i;,: (FIELD DATA: ; ,: LOCATION OF PLACEMENT ·1,· ; 'I : I · DATE PLACED ·,TIME . SLUMP, IN. : AIR CONTENT, % DOCK BASIN July 30, 1999 01: 00 pm 5 i AIR TEMPERATURE, °F 65 j'-CONCRETE TEMPERATURE, °F 84 ;•:DATERECEIVEDINLAB July 31, 1999 I FIELD DATA SUBMITTED BY PSI / ROLAND ROOT /'. MIX DATA SUBMITTED BY HANSON SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 805175 4033500 : NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHE™aEJtJPICATED· SLUMP C143·9Z· AJR CONTENT· C231-97 (EXCLUpJNG SEC 6)· TEMPERATURE;J;~i13);,CYI.JNDERS· C31-96 (EXCLUDING SEJ;.il2J;.SAMPIJN.G~ I'! ,j r i ' I j i I I ' i I 1 i I ! LABORATORY NUMBER 19426 19426 19426 194,26 SPECIFlCATIONS ! i. ) I \,·REMARKS: I ' . • I 1: I. COMPRESSION TEST RESULTS SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 08/06/99 B 7 08/06/99 C 28 08/27/99 D 28 Jf. Cylinders made by PSI representative. Cylinders made by Architect's or Contractofs representative. ASTM C39·96; C1231·93 TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 75000 6.00 80000 6.00 Cylinders picked up by.PSI X representative. · Cylinders delivered to PSI laboratory. TECHNICIAN: ROLAND ROOT cc: CITY OF CARLSBAD DPR / JOE THORMPSON . CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2650 Cone 28.27 2830 Cone 4000 Test results comply with applicable specifiC!a!lions. Test resulls do not comply with applicable specifications. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. RAKHI N. BHASIN PhD, PE BRANCH MANAGER i REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A·2CJ0.4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Ph~ne 619/455-0544 • Fax 619/455-1170 ·: TESTED FOR: I !- l """"iJ Infonnation ~ • ®To Build On Engineering • Consulting • Testing_ REPORT OF CONCRETE COMPRESSION TEST JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD J .. ii;. f· :k REVISION #1 :j;1,DATE: July 31, 1999 OUR REPORT NO.: 059-90111-33 r}!;!';===================;:::===================================== !/,;;'' ~~l-'. FIELD DATA: I' ;C. LOCATION OF PLACEMENT LOWER RETAINING WALL FOOTINGS, SOUTH END ,. I I ! I ; 'f'i· DATE PLACED /,TIME · SLUMP,IN. [ · AIR CONTENT, % : . AIR TEMPERATURE, ° F July 31, 1999- 01:00 pm 3 3/4' ; CONCRETE TEMPERATURE, °F 81 . DATERECEIVEDINLAB August 02, 1999 :!.! F:IELD DATA SUBMITTED. BY CARL SCHMIDT ij.' MIX DATA SUBMITTED BY HANSON SUPPLIER DELIVERY TICKET NO.ff RUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 356917 4033500 'i'.;, I \i.t.~; NOTE· APPUCA.Bl E ASIM STANDARDS UNLESS OTHERWISE INDIC~P· Cl43-9i· AIR CONTENT· C231-97 (EXCLUDING SEC 6)" TEMPERATURE· C1064·86(93)· CVUNDERS· C31-96 {EXCLlJQING sec 9 2 21· SAMPUNG' C..112:9L :/1! 1 · - -COMPRESSION TEST RESULTS ----\i i ASTM C39·96; C1231·93 ' I i:1 ', I J· r; f1 I i ! i • I . I ' I i I ! ! ' i ! ! : LABORATORY NUMBER 19434 19434 19434 19434 1·· l, ;SPECIFICATIONS I I i. ·REMARKS: ! ! . i· I 1.· I I ;• I SPECIMEN . TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST. A 7 08/07/99 B 7 08/07/99 C 28 08/28/99 D • 1i· 28 :f ; ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractots representative. TOTAL CYLINDER LOAD DIAMETER (LBl,.) (IN.) 100000 6.00 104000 6.00 Cylinders· picked up by .PSI K representative. Cylinders delivered to PSI laboratory. TECHNICIAN: CA:R,L SCHMIDT cc: CITY OF CARLSBAD DPR / JOE THORMPSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3540 Cone 28.27 3680 Cone 4000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. Respe lly submitted, Profe si nal Service Industries, 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. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A·200_. (6)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 li-I ,1(L;, ) 1· ~' ' I l •J Iriformation ~ • .ToBitildOn Engineering • Consulting • Testil)g REPORT OF CONCRETE COMPRESSION TEST JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARP CARLSBAD, CA 92008 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD i). I ;t,'.DATE: August 03, 1999 OUR REPORT NO.: 059-90111-38 . •'::;::======================================================== },_;;• I !!": FIELD DATA: u~~CATION OF PLACEMENT DOCK BASIN, EAST SIDE I'' ; DATE !?LACED :) TIME f .SLUMP, IN. 1 . AIR CONTENT, o/o August 03, 1999 11:45 am 4 1/4 67 :, AIR TEMPERATURE, °F ,!;CONCRETETEMPERATURE, °F 87 ·1 :· DATE RECEIVED IN LAB August 04, 1999 / FIELD DATA SUBMITTED BY PSI / ROLAND ROOT )'j MIX DATA SUBMITTED BY HANSON ,., I I' SUPPLIER DELIVERY TICKET NO.rrRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER . FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 357453 4033500 , ;1 _NOTE· APPLICABLE ASTM STANDARDS.U.t,ll.ESS OTHERWISEJNPICATED· SLUM_P· C14H7· AIR CONTENT· C231_-97 {EXCLUDING SEC 6)· TElylPERAT,URE· CJ06_4-86f93l· CXLINPEB~.1:9.6..CEXCLUDING SEC, 9,2.2J;.,,SAMPlJNG~L 1 ,f I · coMPRess,oN TEST RESUL ts · , ;'; ' l ASTM.C39-96; C1231-93 ' ' '::; , .. l l;l I .l ' I SPECIMEN TEST I LABORATORY IDENTIFICATION AGE .DATE Of ! NUMBER OR SET NO. (DAYS) TEST ' 08/10./ 99 ! 19444 A 7 i 19444 B 7 08/10/99 19444 C 28 08/31/99 i 19444 D ·j ! I SPECIFjCATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 9.2000 6.Q0 94000 6.00 Cylinders picked.up by PSI X representative. Cylinders delivered to PSI laboratory. TECHNICIAN: ROLAND ROOT cc::cITY OF CARLSBAD DPR / JOE THORMPSON CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 3250 Cone 28.27 3330 Cone 4000 Test resulls comply with applicable specifications. Test results do not comply with applicable specifications. 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 INIJUSTRIES, INC. ~ RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-200-4 (6)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 lnfonnation • ®To Build On . Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST I I•• ~~11; ; f TESTED FOR: ~;: i Jr; ~fr:; :wr I .,,,1: I if,\ \': DATE: u ! '\;. FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 19, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #1 OUR REPORTNO.: 059-90111-21 ·; ~LOCATION OF PLACEMENT !·· I PAD PERIMETER WALL WEST OF WEST END OF "Q" WALL BETWEEN 1ST 2 SKIMMERS I' r ; i DATE PLACED July 19, 1999 i.TIME : · SLUMP, IN. ·: i'AIR CONTENT, % 5 r AIR TEMPERATURE. °F r.CONCRETETEMPERATURE, °F :&·;,DATE RECEIVED IN LAB July 20, 1999 '[I F.IELD DATA SUBMITTED BY PSI\ROLAND ROOT }iMIX DATA SUBMITTED BY HANSON SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE HANSON 801866 5033500 ;l'.fl M NOTE· APPLICABLE ASTM STANDARDS UN~ESS..QIBERWISE INDICATED· SLUMP· Cj43·9Z: Alf! CONTENT· C231-97 (E~LUDjNG SEC 6}: _TEMPERATURE· C1064-RB(93)· CVUNDERS· C31-96 (EXCLUDING SEC 9 2 2)· SAMPLING· C172-97 ,1;1;:, I . COMPRESSION TEST RESULTS . .It: ', ASTM C39·96: C1231·93 1,~·rt---'------,-------,-----r-----.-~--.,.,..----'--.------.------.---------, ~ ' !t I LABORATORY IDitfl~~A'WON TfJJ DATE OF rnr~L 8~¼~~~~ CY,t~~ER c~r:r~JJ~VE ·'· I NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ. IN.) .(PSI) TYPE OF BREAK ;I f.-J'-----l-------i,-:...-..:..+-----~+--..:....:.-'--..:..+--~---1----..:....:.+----'--+----------! .11:, 19370 fi 19370 19370 19370 A B C D 7 28 28 07/26/99 08/16/99 08/16/99 95000 126000 126000 6.00 6.00 6.00 .28.27 28.27 28.27 3360 4460 4460 Cone Cone Cone i ,. SPECIFICATIONS 28 ' REMARKS: ~ Cylinders made by PSI repres_entaiive. Cylinders picked up by PSI ~ representative. X Test results comply with applicable specifications. I.. 1· i Cylinders made by Architect's or Contractor's representative. Cyllnders·delivered to PSI laboratory. Test results do not co.mply with applicable specifications. All cylinders capped in accordance w;i.th ASTM C617-94. TECHNICIAN: ROLAN,D ROOT cc: CITY OF CARLSBAD DPR / JOE THORMPSON 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. Respe lly submitted, Profi si nal Service Industries, Inc. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A•200-4 (6)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E •-San Diego, CA 92121 •. Phone 619/455-0544 • Fax 619/455-1170 . · · · -~·; . -,v·/f~~ .. --·· : · ·. · _: :;::.._.Page · ~-{,iL INSPECTION REPORT CLIENT_l_£_,v..,.c:2~t> __ /_~_-._C_I_ DATE_7 _____ -=-J_/_-_9 __ 9_· _ Architect _________________ _ Engineer_....:t_t.A._1......,5-:r-.e_S_S_· -----=---~- bf> K Contractor. ________________ ..__--'---- INSPECTION MAT'L SAMPLING. :er __ OSHPD -~ Concrete Cylinders -' .... .. _·_ cen,eni --.--· ·-·· · .. _OSA --__ specialty ___ Mortar Samples --·- __ Mechanical __ Grout Samples -- __ Electrical . __ Masonry Prisms 2 Roofing __ Masonry Block -- Concrete .--Fireproofing -.-__ Masonry ·--Units (block or brick) --__ Struct Steel __ Asphalt Concrete -- __ Prestress Cone __ Roofing --__ Pile Driving __ Reinf. S~I __ Fireproofing __ Steel _ --__ Waterproofing __ H.S. Bolts --__ Non-Destructive ___ Tendon (PT Strands) -- __ Soils Technician -:-Other --__ Batch Plant · · __ Other --__ Bolt Pull-Out __ Other , . PR~JECT (Name} ·[ e3 o l Crh ttf {Address} 1 l e;; o C>r, CIA,. ls· t C\ cl;. C ~ . C"'C C, II REPORT NO. -0 )-1 -1Cift -3? Buiiding Permit No. C if L 7 / B I fu · Plan File No, ________________ _ Govt. Contract No._. ______________ _ OSAorOSHPD#------------- . Other----------------------- MATERIAL DESCRIPTION X INSPECTION CHECKLIST ___ Rinf.: Rebar _ Plan & Specs -L Clearances ___ Rinf.: W.W.F. _. Rinf.: Tendons X Positions Cone.: Mix #/psi f Sizes L Cone.: Mix #/psi ?/CJ]J.;00 Laps ·-. Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi -X Consolidation _ Mort~r: Type/psi _ Mortar Batching _. _ Units: Block _ Electrode Storage _ Units: Brick . _ Torque Applied __ Steel _H.S.Bolts __ _ Metal Decking ' _ Electrodes __ _ Firepro9fing _ Other _ Corrective action required __ _ Corrections completed ~----..... , ...... s T-e --<2,; ;· .4, T s /. a I'-T _·t/-e.~,·/ c/c./oo. ... 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 lpcations of the work inspected only and does not constitute engineering opin· ·ion or project control. Ori ~~,t~;~c1r· INSPECTOR NAME-------·------::..------//""'ztZ;;l_ INSPECTOR SIGNATURE--~=----~----------- C. </--z_' CERT. N0·---------------- 7-JI .. '77 DATE------------------ -, -~~Sii1l'!!!ftff!~,,~~;;~~~~~~Ffa!!~~~<1 Engineering• Consulting• Testing INSPECTION REPORT .. . CLIENT .be~ -t.. ~.so 7 _,.J_ 7 ... gq DAT~E----'------/-:./----'-_ Architect ___________ -'--------'------ Engineer_---"'8_v.r-__ J_,__-e""'"·"""s----"'S;;__ _______ _ Contractor. __ O_f_/( ____ · ____ ..;...._ __ INSPECTION MAT'L SAMPLING QTY __ QSHPD .. _)l, Concrete_Cylinders -.:I.. __ OSA __ Cement .. __ Specialty --. Mortar Samples --__ Mechanical __ Grout Samples -·-- __ Electrical __ Masonry Prisms __ Roofing _ .. _Masonry Block -- __)s.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.· r . ti f!, f" / --j-I• -e.-cf ,,., .-"' P~OJECT (Name) L.ey O L4, ;_ J (Address) / L_ Jl. ~ o ,tJ C: G:·-1-r&e-. J, REPORT NO. . '{)~-C/C){l/-3: Building Permit No. __ C~--g.._· _7...._._9--'-/..._,fi~L .... C..__ __ _ Plan File No, ______________ _ Govt. Contract No.-----------,--------- CSA or OSHPD #------------------- Other--'-----,------'----------------- d,ATERIAL DESCRIPTION Rinf.: Rebar A -C,. /'.., · INSPECTION CHEviST _ Plan & Specs · _._·Rinf.: W.W.F. ~ _ Clearances ,v _ Rinf.: tendons _. _ Positions D' _ Cone.: Mix #/psi _Sizes v" ~ Cone.: Mix #/psi y' <2 rz.ro Q ·_Laps ·1/ _ Cone._: Mix #/psi _ Future Continuity #/psi ·-. _ Grout: Mix #/psi _ Consolidation 1..,./ _ Mortar: Typeipsi _. _ 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:) r I O ..r- 6 +· <looo 7 f'.5 T 7 L f. CERTIFICATION OF COMPLIANCE: To-the best-of our knowledge, all of the reported work, unless otherwisf;l noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report cover$ the locations of the work inspected only and does not constitute engineering opin- ion or project control. &! s~, J;n,.____.J1..___ INSPECTOR NAME----------,,.,----"---- ~· INSPECTOR SIGNATURE ~ 2/z CERT. NO·-----------'------- ~AtE __ ?_-_2-_'7_-_'j_'J _____ _ PSI-B-900-170{2) ~-~~~~ ~ . ~., •. ToBuildon· _. ... -· .. ·:···:._ .· ... · · ·.· . Page_1 of~ Englnee,:tng •Consulting~ Testing INSPECTION REPOR1 CLIENT L~70 /4 r1d DATE 0-7 z:_ ¢!99 ........ Architect _____________ ...__ ______ _ Engineer (2r.Jr9t',::,5 . Eno,-.,,,~r:,l"l-11c I T -I Contractor. ____ D _____ P ___ ;Z ___ :C........,o-,., __ S__,_f .... r .... t/ ..... C_,£_,· ( ..... 0,..4--+-· _______ _ INSPECTION .. MAT'L SAMPLING QTY _._· OSHPD ..:.Xconcrete Qylinders --4:: __ O_SA _·_Cement --··-__ Specialty __ Mortar Samples --__ Mechanical ' __ Grout Samples --__ Electrical __ Masonry Prisms __ Roofing -. _ Masonry Block --......X. Concrete __ Fireproofing --___ Masonry __ . Units (block or brick) --__ Struct Steel _-_Asphalt Concrete -- __ Prestress Cone __ .Roofing ---- __ Pile Driving __ Reinf. Steel -- _·_ Fireproofi°rig __ Steel -- _._,_Wate_rproofing __ H.S. Bolts -- __ Non-Destructive __ Tendon (PT Strands) -- __ Soils Technician __ Other --_·_ Batch Plant ___ Other --__ Bolt Pull-Out ___ Other -- REMARKS PROJECT(Name) ),i;h {c,<2~=e.l (Address) (lr'le L P90 Dr ,·v:-G, r-0 ,,-/<; b: cj . ( J REPORT NO.. [) ser-9° ({ I -·-,__3d Building Permit No. C: B 97.1 & l6 Plan File:No. __________________ _ GovCContractNo. --------------- OSA or OSHPD #------------- Other-----,...--"---------------- MATERIAL D.ESCRIPTION INSPECTION CHECKLIST _. Rinf.: Rebar _ Plan & Specs ~ _·_ Rinf.: W.W.F. _ Clearances r;JK:.. _ Rinf.: Tendons _ Positions a~ _ Cone.: Mi~ #/psi ,1r7~~q00 . . ___ Size~ '2.i:'. _ Co.nc.: Mix #/psi 4 000 psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi . _ Consolidation OlL _ Mortar: Type/psi · _ Mortar Batching ___ Units: Block _ Electrode St(?rage -. ·units: Brick _ Torque Applied __ Steel -. H.S. Bolts -. -Metal Decking _ Electrodes _ Fireproofing _ Other _ Corrective action required __ _ Corrections completed Ob&?rved -p/c;cem~&-1 o,,.;d coy7c,a/2Jc!toe2 o-P J/ooD Ps,' {o~c-re!e_ pec//'1111y,, . I ·-. ; CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the repprted wo1!t/i.mless otherwise noted, substantially complies with approved plans, specifications and applicabte,sections of the building codes. This report covers the,to_cafions of the work inspected only and does not constitute engineering opin-· · ion or project control. "1-18 CERT. NO. _ ___.'---=------------ DATE _.0.":f-z_ %:99 ... :,:.fj -~ ... PSl·B-900-170(2) ., ... . . ., ~ , .. . ~~ ---··~~--... PREFERRED CONSTRUCTION INSPECTIONS, INC. · . . . -. . .. ·----~ . -~· . ,4888 RONSON COURT •o• SAN DIEGO, CA 92111 TELEPHONE (619) &1e~e110 I JOB NO. .,FOR WEEK 7 ;9",M" CERTIFIED INSPECTOR'S WEEKL V R~PORT G::5H·90/J/-t ~,lo ENOING COVERING WORK PERFORMED . @:. REINFORCED CONCRETE . D STRUCT .-STEEi. ASSEMBL y 0 SPRAY-APPllED FIREPROOFING WHICH REQUIREO APPROVAL BY l:J PRE-STRESSED COO<::RETE O REINFORCED GYPSUM -OorHER THE SPECIAL INSPECTOR OF D REINFORCED MASONRY D DEEP FOUNDATION JOB AOORESS l ~;f'L S,d~ ~ BUILDING PERMIT NUMBER I PLAN FILE NUMBER / ~~~ti LJ~ , -_c'599/&/6 OWNERO~CTNAME ARCHITECT rl-T~£ (/) .,fcS4.~L CONSTR. MATt.. (TYPE, GRACE, ETC.) 'DESIGN ,~OFlolFGR. ENGINEER· 4u,P6~.55 GoNc S~NGTH /VSCN .J" #N ~ 60C OESCRIBE MATt. (MIX DESIGN, RE-BAR GRADE &-MFGR., WELO-ROO; ETC.) . GENERAL CONT~R dl. 1' 5D 33500 5'obo.,<JSL- ·t~.-. O_~-- J CONTR. OOING REPORTED WORK ,lt'tiv,fi:l L??~ .. ,LAS, RECEJVIN(a'I TESTING CONSTR. MA T'L. SAMPLES INSPEC· ARRIVAL OETAILEO LOCATIOf:j OF WORK INSPECTED, TEST-SAAIPU:S T MEN. W9RK !'IEJE.CTED, .106 PR08U:MS, PROGRESS. REMARKS, ETC. TION TIME. REPORT OF DATE DEPARTURE WORK NCWOU IN'<lNU.TICN MOVl'-.IMOI.Nfl Of'M~TIIIW. l'\JICeD OR w01,n·e-e0; IUel!II, TYl'I! I IOENT. NO'I. Of'TUT S.iM'l.!I TAKEN; STIWCT. ~ TIME INSPECTED C(Hjl!CTJ0NI (WIEl.t)I MAOI!, H.T.101.TI TCIIPUl!OI CHCCK!D; fTC. ~~ //) :,< 2..ri;</J·pr-~/ /Jbe ~-~~ .--. ;,L rn911~ ... ~/>-· 7 ~~ , _L_ " re i,;;,~A,. L I I k-1 1/ ,-/4 ~ 2 J ./ "'.:.-~-;,.. '-:, ~ J , ~A ,..,·/ n~// ---,, _, -.. . A// _____ --!' __ -,., ca/~ k> ;:t~/'a -/-er/ ._.,.·. -/7 ~ C""/4--ALI /. ~ /2-1"!4't',l 25-~ -/'""""./,,.., .,. ~ .. /. ,,? <c/2 ,e-.,~~ _{ c-/ 7 .X~--~-~_,e:. ' ;'}'\ ,< L'J,,.. e / ./ /,·}-r-1. ("' L ,,,-~~ ~~~ ~ __/ A,_, ;,-L/4 / ,.., e_,-._ I_J -.v '_</~ -A ~.:;,e/~/' d''-d-5'½.. •{ -,#.' e_... -a ,,I/ /)J,,. ~ A.a /1 -€ r-;:,-,-_<:',.,,.~,,,"n,,,1 es./ ~1,..,4 ~ "'ro-r/4 /,,.., 1~ I') ~l/'1-rpr/.. ?:,~ / /4 9-~ a/ /)/4,, .. ,,,,~ / / / ,/ _j . INSPECTORcMHTOR~ ~~~r SIGNATURE _ . t:,. , ~ 9-'/' ..5.::) DATES:';~ 1/b17T CERTIFICATENO.P8c$/S&0 -6'8 NOTI: ~ l'l9'0llff MUITN ~ IY rNOAY 0, THI! WIHK l'al.0WIIG THI! INIHCTlON DATU. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, 1111 orthe r~ported work, unless otherwise noted, substantially complies with approved pie specifications and applicable sections of the building codes. This report covers the local.ions of the work inspected only and does not constitute engineering o;: ion or project control. ---=-lj ':Jl £1, -~ -_---·--• 't-: ----·........,~. • ·..,c,· • • ." ••• .... ~·-· ~ ----· · -_._·_l ra -•-i tn::::=t-q··rma'"':-··::·,._.,1_ :_::;:;o->nt-.-.. , -~-:~_;_-._~--c: .· ·-If!.-'• .To Build On · Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT} ~l} L~d, ~L..~ • DATE~-'?::>-~ C\ Architect-----------,-------- Engineer _____________________ ---'--- Contractor :s;:::> • S' · :Q..._ INSPECTION MAT't SAMPLING QTY _QSHPD -A-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 __ . Aspho:1lt 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)'-lu ~~ C~~~~L (Address)O~C::. l~o ~<'"'- ~R '\.s \:;, s--,..~. C~ . .., REPORTNo.OS9 .. 5t'\\\\ -3/ Building Permit No~--------'--------- Plan File No,--------------'-------- Govt. Contract No.------------------ OSA-or OSHPD #-------------- Other-------------------'-'-----'- MATERIAL DESCRIPTION· INSPECTION CHECKLIST _. _ Rinf.: Rebar _ Plan & Specs _. Rinf.: W.W.F. _ Clearances _._ Rinf.: Tendons _ Positions _)C Cone.: .Mil< #/psr\O f:>'.!>:, ta-0 _Sizes ~ Conc.:-Milt #/psi '::f ~ b 1> _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 ~~ <:.., \1..~4s ~ \_~~ J ~ ~ es·c.i"t.... b ~~ l~ -~ ~s\ i )~ U'.., ., .) ~~ Q ) ~ s·l c,\t"! - ........r~\.L ~~~,~ ."'°~) ·"v ~t~, Co~C--Q....bJ.s .StA.Qlrt\&~ ~, ¥\,+....N;a~ ., ..._,:,.__· · CERTIFICATION OF COMPLIANCE: To the best of our knowleclgE!, 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~':1--:f ~~ CERT. NO, __________________ ...,. (Print Clearly) INSPECTORSIGNATURE~L~~ ~-~co\'& PSI-B-900-170(2) ~.,, f i}Slf J~'ffuWfff J: 0 ···• :,· -•· · ··: '~:':: ::~=;~,;t"~"~?Z~::f 37~~ l ~ Engineering• Consulting• Testing . INSPECTION REPORT J~/. ll!.A . . . Y.Y+'JE/-. ~JG-{. CLIENT ~t:J &ug?elf/A- DAT-E __ -_0_7_-~Z--Gz~-_-_9 __ 9 __ Architect {&60l/WQ Contractor._..12"'--'-P ...... R..'-"""-----------,.---- INSPECTION ~SAMPLING 07 _OSHPD _. _Concrete Cylinders _OSA _Cement -- _Specialty _ Mortar Samples -- _Mechanical _Grout Samples _Electrical _ Masonry Prisms --· _Roofing _ Masonry Block -- LConcrete -.-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 -. T~ndon (PT Strands) -- _ Soils Technician _. _Other -- _ Batch Plant _ Qther -- _ Bolt Pull-Out _Ottier -- REMARKS MfJf/!)/ri 07-2'7--'/7 PROJECT (Name) ~t:' ~t.f OA-:$1 (Address) _&,ve_ C£6o J>,e. ~-tJ'&lz) t C-f. . ' REPORT NO. t},S-t:; -9CJ/// _ zi Building Permit No. __ --=C/3 __ 9 .... 9.--1/<f,._,_'/ __ C, ______ _ Plan File No·-----~---------- Govt. Contract No. _____________ _ bSAorOSHPD #------------- Other_--'--'----------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST __ _ Rinf.: Rebar _"'"1ifan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons ~ _ Positions _ Cone.: Mix #/psi403,3(oo/4= _·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 Torqu~ Applied _Steel _. _ H.S. Bolts _. _ Metal Decking .. _ Electrodes _ Fireproofing· _ _Other _ Corrective action required __ _ Corrections completed -J;,eetkl /)./Jff:COOI-/ f'l!{)IJtiJE,p _ (J;/ flAIJIEr4E,dr ~ {!(J;-/C/4:lft M/X # 40 33.S:oo { £ :;.-1-000 fJ1 O'i Sc.&> o;-1 <S/2A:0£ ·MJJ fcoruJ6J t=-ae. 7 BU06E. SUPeof!..rS (lSLMos) 1 fe{;;+,f\f ttJ<> w,4-US FO~ IJN1-v o4 VJE.rr lt&E; foD-nlJ~ Fog. ~r-,J1AJ~ WA:u,5 fQf-ffltSIIJ _ Od EA-Sr HzttF) A:r-lYJ W.iUJ fot2- MO~ .Pl/NT?/ (urME/2 A-r tloml .r1p~J , /01Jh:._ OF _ dt'f'/--()x /tJ() C!/PJ. p~ Wolk f!f-t: rws. tJfle ser Or 1-_ &JJ/ce£tE er-wr10UJ. NME ~,e CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported Work, unle'ss 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. · 4 · eto~ ,L! ~1 -'/4-laz &t/'~ #2 INSPECTOR NAME C!f7:, . ~ ·. CERT. NO._..;;;_..__._--'---'=-=-=----~------- // ~~~ . , flp ~ INSPECTOR SIGNATURE ~.R'-~~~~ DA.TE __ tJ_7_-_2,_t,._-_9~J _______ _ PSI-B-900-170(2) /' ~ , l ••.!!-i/ Informatinn ~-'• .To Build On Engineering • Consulting • Testing . REPORT OF FIEL.D COMPACTION TESTS TESTED FOR: JIM FEND PROJECT: Wl\.TER..CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD DATE: July 19, 1999 ·OUR REPORT NO.: 0'59-90111-14 TESTOATA: (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM COMMENTS· TEST TEST SOILID LAB DRY * WATER WET PERCENT Spec. 90% NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY· DENSITY COMPACTION 14 8.011 -2' 2 124.0 10.1 119.6 108.6 87.6 1 -0 .. 15 8.0 11 -2' 2 124.0 12.2. 129.8 115·. 7 93.3 1 - A 16 8.0 11 -2' 2 124.0 10.6 119.7 ·108 .2 87.3 1 -@-C 17 8 .011 -2' 2 114.0 10 .. Q 118 .5 107.7 86.9 1 -(i) C I ~ f"'« ' " , ~~~- TEST LOCATION: rC1\"~r~," "'' ~ "'" •A-~ ~,~~ l'>of~ """""' "\ tl?J.p",;;,\ir.; 14 FOOTING VERTICAL TO RETAINING WALL EAST FOOTING ·l \\t\/i~t°D\I WI - 15 FOOTING VERITCAL TO RETAINING WALL EAST FOOTING 16 RETEST OF # 14 17 RETEST OF #14 Min NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM D3017-96 *COMMENTS: 1. FILL MATERIAL A TEST RESULTS COMPLY WITH SPECIFICATIONS DENSITIES SHOWN: Lbs. per cubic foot . WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by . soil ID number. * (2) ASTM D 1557-91 Procedure A 2. BACKFILL 3. BASE COURSE 4. SUBBASE . B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST 5. SOIL CEMENT 6. OTHER D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: TROXLER, 3 4 3 0 , 2 8 3 4 4 REMARKS: STANDARD COUNT M: 673 ADJUSTMENT DATA M: D: 2710 D: TECHNICIAN: HEATHER CASEY cc: CITY OF CARLSBAD DPR / JOE THORMPSON THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPROOUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. ~espectfully submitted, · frofe{sional Service Industries, Inc. # » $ / . j/ '~ .,'} " ; ,. ,..:"'• ~l. :e ¼' .,,. ~.,.. ~. -.,,., • •:!:·· ;~ ••• ;;~·\,;~·).., \,:t."7-!:1~ RA . t''"it 'B 0HASIN PhD' PE BRANCH MANAGER PSI A-100-2 (4)F Professional Service Industries, Inc.• €l867 NEtncy Ridge Orive, Suite E • San Diego,-CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ·· l;:si/f:ft:/f: · Page_1_of_i Engineering • Consulting • Testing INSPECTION REPORT CLIENT ~ lao,:'\d DATE -=r-lC\ -:\ 9 Architect ____________ ....;_ ____ _ Engineer _____________ ,--____ _ Contractor. _____________ ;...,_ ___ ______ 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) ~ CQ,c"0, 252,\ (Address) ~~C.A REPORT NO. ,C:,=::>9-90\l\ -/{I / Building Permit No·--~----------- Plan File No. ______________ _ Govt. Contract No.----~------~-- OSA-or OSHPD #---'------------- 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 _ Units: Brick ___ Torque Applied _Steer ___ H.S. Bolts _ Metal Decking __ _ Electrodes _. __ Fireproofing _ . _Other _ Corrective action required __ _ Corrections completed CERTIFICATION OF COMPLIANCE: To the b.est of our knowlec;lge, all-of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections. of the buiiding codes. This report covers th~ locations of -the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME 1k ~fC. G:se '-) (Prfn!C;;;;;;) ... CERT.NO. ________________ _ INSPECTOR SIGNATURE= PSl-8-900-170(2) (......__) l ••~•,Information· ~.:11• .. To Build On ;· Page lo(.,,_ Engineering • Consulting • Testing INSPECTION REPORT cuENT Le<J o &n cl DATE £ -e< L/ -'7 9 Architect __________________ _ Engineer ________________ --'--- Contractor. ___ Q_-+£7-~e.....__ ___________ _ 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 Stran<;fs) ----- -XSoils Technician __ Other -- __ Batch Plant ___ Other -- __ Bolt Pull-Out __ Other PROJECT (Name) ~a:::;..r<>ef c / (Address) (2n ~ 1-~jo /!Jr. G ,-, / J'. b o-d C A J q REPORTNO. c,~9-q/O///-,, Building. Permit No.--'-----'-----...;.._----- Plan File No; _______________ _ Govt. Contract No.---'------------ OSA-or OSHPD #---'------------ Other_-------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Ririf.: 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 --H.S. Bolts- _ Metal Decking _ Electrodes _ Fireproofing _Other · _ Corrective action required __ _ Corrections completed . - ' ? o;J . 7 -' 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 NAME . ~ c: r VA , /3 t" // • / (PrlntClear1y) · CERT. NO. _______________ _ INSPECTOR SIGNATURE M fi!-~ PSI-B-900-170(2) DATE 6 -o(Lj -9 1 . ' ' l ;J Information • ~To Build On Engineering • Consulting • Testing REPORT. OF FIELD COMPACTION TESTS TESTED FOR: DATE: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 June 24, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD REVISION #1 OUR REPORT NO.: 059-90111-8 TESTDATA: (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% TEST NO. TEST DEPTH ELEVATION SOILID NUMBER MAXIMUM LABDRY * DENSITY WATER C_ONTENT . WET DENSITY DENSITY COMMENTS• c6'~~ft~ibN Spec. 90% Min 13 8 FSG 2 124.0 10.3 122.5 111.1 89.6 1 - A TESTLOCATION: Legoland /Water Carousei: Pool bottom, ride loading footing ! 13 Footing bottom over re compacted NOTES: TESTS PERFORMED PERASTM D2922-96 &ASTM D3017-96 DENSITIES SHOWN: Lbs. per cubic foot . WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry densi!Y obtained on sample indicated by soil ID number. * (2) ASTM D 1557-91 Procedure A TESTINSTRUMENT: Troxler, 3430 REMARKS: TECHNICIAN: Jerry A. Bell cc: CITY OF CARLSBAD DPR / JOE THORMPSON existing storm dr~in *COMMENTS: 1. FILL MATERIAL 2: BACKFILL . 3:BASE COURSE 4.SUBBASE 5. SOIL CEMENT 6.0THER A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN.EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS STANDARD COUNT M: D: ADJUSTMENT DATA M: D: Respectfully submitted, Professional Service Industries, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-100-2 (4)F Professional Service Industries, -Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • .Phone 619/455-0544 • Fax 619/455-1170 /i ;/ Infomtation ~ • ~To Build On Page_1_of-J. Engineering • Consulting • Testing INSPECTION REPORT CLIENT Le ~c lal'\d DATE 1--\ Cl-qq Architect _________________ _ Engineer :5 D b:n ::::s . E L) r~ss Contractor: D. P. R · CoV'ts+, INSPECTION MAT'L SAMPLING QTY _OSHPD ....J 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. St!;l!;ll -- _ Fireproofing _Steel -- _Waterproofing _H.S.Bolts -.- _ Non-Destructive _. Tendon (PT Strands) --- _Soils Technician _Other -.·- _ Batch Plant _ Other -- _ Bolt Pull-Out _Other -- REMARKS PROJECT (Name) \NO.ter CarcuseJ (Address) l Le ?)O Dr'1v-t. Col'lSb4d GA> REPORT NO-. {~S-')-.' ~t:1/;)--_; -<~ - Building Permit No. CB 9 9 f ~ f l, Plan File No. ________________ _ Govt. Contract No.-------------- OSA-or OSHPD #------------- Other_,_-'------------------- MATERIAL DESCRIPTION INSPECTION CHECKLIST i Rinf.:-Rebar A l,LS «:ir vO "J Plan & Specs _ Rinf.: W.W.F. 'J Clearances _ Rinf.: Tendons ......., Positions ~ Cone.: Mix #/psi 5o 336::g _::!_Sizes _. _ Cone.: Mix #/psi _:::£Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #lpsi . .::::!_ Consolidation E le'<.. v,:b _ Mortar: Type/p$i _ Mortar Batching _ Units:· BiQck . _·_ Electrode Storage _ Units: Brick ·_ Torque Applied _Steel ___ H.S. Bolts . _ Metal De9king _._ Electrodes _ Fireproofing _Other _ Corrective action required __ _ Corrections completed I.ns-pe0t_ re1n~orcin~ &+ee\ g\--p()O\ ?0n:nd·½ v->ct_ll ~s+ eh d ) 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 1-51 G)<::. s ~ 1=<, el>-> -€J\ V ... . W"Sd INSPECTOR SIGNATURE=~~~>,. PSI-B-900-170(2) cERT.No. X"Cfsorf= 50339 7-l q _q ~ DATE __________________ _ l •1 Information ~ • ®To Build On Page_1_of __ _ Engineering • Consulting • Testing INSPECTION REPORT CLIENT ~(kl f!alfJr111~. DATE _ __,_;z_-c:3'--'-'/_-_C/,__,_'t?j~{!M_~~). Architect ________ ~---~----'---- Engineer----------,---'--------"-----'~-- Contractor. ____ J)f?R_I _._· ~--'--·--------------'- INSPECTION MAT'L SAMPLING °J: _OSHPD ~oncreteCylinders _OSA _Cement -- _Specialty _ Mortar Samples -- _ Mechanical _Grout Samples ~al _ Masonry Prisms _ Masonry Block -- te _ 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) 'Na.A-er (4 r()u~ l. (Address) 01'\e L§oo ':Dr. Co-r l-==.6:-d CA. REPORT NO. 059 q O \ \ l --~'t Building Permit No. _____________ _ Plan Fiie No.~-----------,--r------- Govt. Contract No.-'------"-----+-/_, ______ _ I OSA or OSHPD #-,------,7~--------- _Other--~---------------- MATERIAL D!=SCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar 1Plan & Specs OJ,:::.... _ Rinf.: W.W:F. _ Clearances ~inf.: Te~dons . _ Positions ?".Cone.: Mix #/psi _Sizes ___ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi , _ Future Continuity #/psi _ Grout: Mix-#/psi _ Consolidation _ Mortar: Type/psi _ Mortar Batching _ Units: Block _ Electrode Storage _ Units: Brick -_ Torque Applied __ Steel _H.S.Bolts _ Metal Decking _ Electrodes __ Fireproofing _Other _. Corrective action required __ _ Corrections completed REMARKS 1~21-"tq(we) 'ilovlckl Con~, i~-k. ~ ~flill 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_,__--_'2_/_-_9'_7--'--'-, ____ _ PSI-B-900-170{2) /psi/fo7:::··· Page_1_of_ Engineering • Consulting • Testing INSPECTION REPORT CLIENT ~d t2d6r111'tk DATE 7-,,;Q.-C/9. (-rlf) Architect __________________ _ Engineer _____________________ -'--. Contractor. ____ 7)93.._.~~·~---------,----- INSPECTION M~SAMPLING t?' __ OSHPD __ Concrete Cylinders _OSA __ Cement -- __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical ___ Masonry Prisms ~ting __ Masonry Block -·-- __ Concrete __ Fireproofing __ Masonry __ . Units (block or brick) -- __ $true! 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) /~¥ u/c/4,--4rwsef. (Address) ae, ~ fr, a,,~ ch; . REPORT NO. CS-4-J? I I/ -/,7 Building Permit No. ______________ _ Plan File No. ______________ _.__ Govt. Contract No.--~-~._/,___, ______ _ OSAor OSHPD #-----'---,7.c--/ _______ _ Other-------------~----- . MATERIAL DESCRIPTION ~PECTION C~LIST _ Rinf.: Rebar _ Plan & Specs J _ Rinf.: W.W.F. _ Clearances ?Rinf.: Tendons _ Positions ~one.: 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 REMARKS i-&<-?'l·t?/) 1favrcb::I ~ ;,,~A// 6-~ .@ m;,6,~ CERTIFICATION OF COMPLIANCE: To the b of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the uild' g codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. XuED/IJa;. CERT. NO. ______ __,_ __________ _ DATE-'--· ___ 1-:'---<'-:;_-=;;?,,2.-::;__--':19-+-·.:.-· ----- PSI-B-900-170(2) l •J Information ~ • ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE;: COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 July 10, 1999 LOCATION OF PLACEMENT RETAINING WALL FOOTING 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 July 10, 19~9 10:20 am 4 July 12, 1999 PSI\RICK RIEWER ESCONDIDO READY -MIX PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD OURREPORT NO.: 05.9-90111-13 SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND·PROPORTIONS · CEMENT WATER FINE AGGREGATE COARSEAGGREGATE ADMIXTURE ESCONDIDO READY MIX 327372 365P NOTE· APPLICABLE ASTM STANDARDS.l/NLE.5.$.0Tl:IEfilY!S.EJNQlCAIEQ· SLUMP· C143-97· AIR CQlilE!iLJ;23J-97 (EXCLUDING_SEC...ij);:lEMPERATURE:.cio.e±llq(93):.CXl.JND.EIBS:.C.ll:.e.fl.(E!iCI.UDING_SEC.-8.µJ;.SAMPLINCLC17.2-~7 COMPRESSION TEST RESULTS ASTM C39-96;.C1231-93 ! SPECIMEN TEST TOTAL CYLINDER CYLlt:,IDER COMPRESSIVE ! LABORATORY IDENTIFICATION AGE DATE OF .LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. C (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK I ! 19330 i A 7 07/17/99 103000 6.60 28.27 3640 Cone 19330 B 28 08/07/99 ! 19330 C 28 08/07/99 19330 D ' i I SPECIFICATIONS 28 ' REMARKS: _K Cylinders made by PSI representative. Cylinders made by Architect's or Contracto~s representative. Cylinders picked up by PSI _K representalive. . Cylinders delivered to PSI laboratory. ' 3000 Test results comply with applicable specifications. Test results do not comply with applicable specifications. All cylinders capped in accordance with ASTM C617-94. TECHNICIAN: RICK RIEWE~ cc: CITY OF CARLSBAD DPR / JOE THORMPSON THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE.OF THE ENTIRE CONCRETE·Pl,ACEMENT, REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, 'INC. Ref st lly submitted, Profi ssi nal Service Industries, Inc. ~,~~ RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A•200-4 (6)F Professional Service Industries, Inc. • 6!367 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · l ..,.;;;;.'i/ l,iformation ~.;,• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 PRQJE;CT: LEGOLAND THEME PARK CARLS~AD, CALIFORNIA CARLSBAD, CA 92008 DATE: November 27, 1998 OUR REPORf NO.: 059-70202-1031 FIELD DATA: LOCATION OF PLACEMENT CAISSONS FOR BOAT MAINTENANCE QUEUE (TOTAL OF 17) DATE PLACED TIME Nov~mber 27, 1998 0-1: 00 pm SUPPLIER SUPERIOR READY MIX DELIVERY TICKET NO./TRUCK NO. 2 4 2 0 92 SLUMP, IN. 4 1/4 MIX NDMBER AND PROPORTIONS 3 54P AIR CONTENT, % AIR TEMPERATURE,°F CONCRETE TEMPERATURE,°F DATE RECEIVED IN LAB November 2 8, 19 9 8 FIELD DATA SUBMITTED BY PS I \DAN RAMAGE MIX DATA SUBMITIBD BY SUPERIOR READY MIX CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXIi.JRE COMPRESSION TEST RESULTS ASTM C39-94 SPECIMEN TEST 'TOTAL CYLINDER CYLINDER' COMPRESS NE LABORATORY IDENTIFICATIO , AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) 18314 A 7 12/04/98 82000 6.00 28 .27 2900 18314 B 28 12/25/98 120000 6.00 28.27 4240 18314 C 28 12/25/98 119000 6.00 28.27 4210 SPECIFICATIONS 28 3000 TYPE OF BREAK Cone Cone Cone REMARKS: K Cylinders made by PSI representative. Cylinders picked up by PSI X representative. X Test results comply with applicable speclflcatlons. Cylinders made by Architect's or Contractor's representative. Cylinders delivered to PSI laboratozy. Test results do not comply with appllcable.speclflcatlons. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!l1ESTE:D AND MAY NOT BE INDICATIVE OF THE ENTIIlDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHO\!'RITTEN PERMISSION BY PROFESSIONAL SERVICE: INDUSTRJEJS,C. 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 •J Information • ®To Build On Page_1_of _j_ Engin_eering • Consulting • Testing INSPECTION REPORT PROJECT (Name)_/_e::--=e"'-+/-=e)--.b._~'--, ...:--..=j::r.-. ____,,..._ (Address)_~>r---------r-,,&-.. CLIENT_--=l"-=e-=-6~0~--- DATE_~/_·-___ ff _-_._J_f __ z;;;1s,/f //MJ u; Architect __ ........ fi_.__o=-l-/i ..... C_--,--_____ -'-REPORT NO. ____ J~O=--.;L--=?-'G_i ....;;°L=--_,,----~- Building Permit No.~------,l~c:J_7....,1,....£ __ _ Engineer ___ vv; _ _,___<t--~ ..... m-· _._ _________ --'----'- Plan File No.--'---------------- Govt. Contract No. ______________ _ Contractor. ___ 'B__.f_+,73,..,,._"TC----------OSA or 9,.Sl:IPD # .. ---'-· -----.-::,~----+~----=·'-------.-- Other {=v .Jo-w~ .f.H1'),::ln:%---'3cH=Cc 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 SaIT)ples __ . 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 #/ps._· __ _ ____ Grout: Mix #/psi _ Consolidation _____ _ ____ Mortar: Type/psi _ Mortar Batching ______ , ___ __ Units: Block _ Electrode Storage ____ _ ____ Units: Brick _ Torque Applied---'------ --__ , ~ Steel,..,._ '-1...-'-.j..-i'._.· aa...~c.......c..,,,i--.<-,J1 ________ H.S. Bolts, ______ _ ______ Metal Deckil'.lQ...------ ___ A Electrodes £ 7n i<i?. ____ Fireproofing ______ _ __ __ __ Other _ Corrective action required __ -----------'--_ Corrections completed __ _ 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. CERT. No7'.8 7 Q 3 )L) # 3CZ DATE _ ___.!--/_-1-=---7+-i~'::f-------- PSl·B-900-170(2) · L.., ~ •1 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 September 09, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-875 LOCATION OF PLACEMENT FUNTOWN BOATING SCHOOL CAST-IN-P~CE QUEUE ENTRY WEST WALL PERMIT# 97-3513 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 27, 1998 08:00 am 2 1/2 70 85 August 28, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 725223 522 NQIE:..AeeLIQA8LE...MTM STANDARDS UNLESS OTHERWlSE INPICATEP·SLUMP· C143·90a· AIR CONTENT· C231-91b'.TEMPERATUBE· C1064-86C93)· CAPPING· 01231-93 SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 1770.3 A 7 17703 B 28 17703 C 28 17703 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTMC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 09/03/98 83000 6.00 09/24/98 104000 6.00 09/24/98 1.00·000 6.00 CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2940 Cone 28.27 3680 Cone 28.27 3540 Cone 3000 REMARKS: X Cylinders made by PSI represi:ntative. Cylinders picked up by PSI X representative. X Test results comply with applicable specifications. Cylinders made by Architect's or Contracto(s representative. TECHNICIAN: DAN RAMAGE. Cylinders delivered to PSI laboratory. cc: LEGOLAND ( 4) , BERNARD BROTHERS, H. 0. 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, cj;;_~ssional r7ndustries, Inc. DAVID J ;;AN~ 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,,,. 16!!< ;/ Inforrnation ~..,,. ®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 19, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT N0.:059-70202-1060 LOCATION OF PLACEMENT MARCHE GRADE. BEAM CADDED BRACE FRAME DATE PLACED TIME December 19, 1998 11:00 am SUPPLIER NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. SLUMP, IN. AIR CONTENT, % 4 MIX NUMBER AND PROPORTIONS 552 CEMENT AIR TEMPERATURE,°F 7 0 CONCRETE TEMPERATURE,°F 6 8 DATE RECEIVED IN LAB December 21, 1998 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATIO ~ AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) 18510 A 7 12/26/98 101000 6.00 28.27 3570 18510 B 28 01/16/99 18510 C 28 01/16./99 18510 D SPECIFICATIONS 28 3000 TYPE OF BREAK Cone X Cylindei;s picked up by PSI REMARKS: ~ Cyllnders made by PSI representative. _ repn;sentatlve. Test results comply with-appl!cable specifications. Cylinders made by Architect's or Contractor's representative. _ Cylinders deliv~red to PSl"Iaboratory. Test results do not comply with appl!cable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617~94. TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLm:sTED AND MAY NOT BE INDICATIVE OF THE ENTIIIDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEJS,C. 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 ' Page_1_of _L INSPECTION REPORT . w~ CLIENT_L_e__,~aa..o_l_Q_·n_d_. --'--- DATe_"1-'-----=-l 4-._-_9__.___.q'---__ Architect ________________ ~_ Engineer __ :5_o_h_n:.......,aL_. _]>-<=-o..;.._'i_~~· ..,.e,.=s,..,s~--,--- Contractor. t) PR C~ns:b:ucd:io,, The. INSPECTION MAT'LSAMPLING ~ _OSHPD ~ Concrete Cylinders _OSA _Cement -·- _Specialty _ Mortar Samples -- _Mechanical _Grout Samples -- _Electrical _Masonry Prisms __ .. _Roofing _ Masonry Block --N Concrete _·Fireproofing _Masonry .-Units (block or bric!<) -- _ 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) l.e'!)o l ~l'ld CG\f'c\J~. (Address) \ . Le ~o C> r . R.EPORT NO. _u_i ')_:"?:._-)_---r:;,t._· c.._·· ,½""""'' J,_/_' -___ 1_1 ;z__· __ Building Permit No. ---=G~B._q__._·q-+--'l'--'f)=----1 V=--- Plan File No,-------'------~----- Govt. Contract No.----------------- OSAor OSHPD #------------- Other----'----------------- MATERIAL ';fiSCRIPTION INSPECTION CHECKLIST ~ Rinf.: Rebar _61.S ldryC ~ 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 ".::!J.._ Consolidation E"lLc.~. _ 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 Inspz.ci:: re:t n £otci n<j s+ed l oeqfed it\ f oo\ .. :fbr wql.~ Car-ov~l , 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. · INSPECTORNAMF"J<\ C\<-: 5.t]2 ~ ''ad INSPECTOR SIGNATURE~ ~ ,,-. PSI-B-900-170(2) cERt. No. iCBo*' 5 o :>3 c, DAJE_7_-_\ _4_-_C\--'--3L------ '- Z •1 T, ;/.; -·--: -.• ---.. '.t QSI .T:f ::!/2'it: ~ :,. ::.../:I,-~.. .... •• --. -;;. ~· ~- Page_1_ot_.L Engineering • Consulting • Testing ""' ~REPORT ,.- CLIENT .1~@o laucL DATE 7-//f-99 Architect __ :r; ___ ~b..-tJ----<,/, _ __.'3'-='-'u....r"'-=--.,.~--=e.....s=.s=----- Engineer _ _,~"'"'-"'o"'-'b.__.__,_IJ~L=---,_=l?c""-'u."""_ ,.,_r-==<a='!::-e ... ~=· ..... s'----- Contractor. D . B B. CaAJs/-ro. ~ '4o~ INSPECTION MAT'L SAMPLING QTY -OSHPD V Concrete Cylinders ~ __ OSA __ Cement --__ specialty __ Morw 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. S_teel --__ Fireproofing __ Steel --- __ waterproofing __ H.S. Bolts --- __ Non-Destructive __ Tendon (PT Strands) --- __ $oils Technician _-_Othe~ -- __ Batch Plant __ Other. -- __ Bolt Pull-Out ___ Other ---- REMARKS 7-/11-9 9 11 S.S!.S: tc d PROJECT (Name)) e~b 1-14 t<C u C ou..scl (Address) ·e11Je:. /, <:: ~" d,.-. c'4r/s64d w4 REPORT NO. 0.59 -9611/ --/) Building Permit No. C B CJ.9'/cl IL Plan File No, _______________ _ Govt. Contract No. _________________ _ OSA-qr OSHPD #------------- Other ___________ .;._ ______ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Rinf.: W.W,F. _ Clearances _ Rinf.: Tendons _ Positions ~one.: Mix #/psi -_Sizes _Cone.: Mix#/psi.563 5SCC _Laps ___ qonc.:.Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi ___ Consolidation _ Mortar: Type/psi . __ Mortar Batchinn - .____ Units: Block _ Electrode Storage _ Units: Brick __ Torque Applied _Steel _H.S.Bolts _ Metal Decking _ Electrodes _ Fireproofing _ - _ Other _ Corrective action required __ _ Corrections completed 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 not constitute engineering opin- ion or project control. · · INSPECTOR NAME CJ~P» 1:a·le_i<LL _ INSPECTORSIGNATURE ~ PSI-B-900-170(2) CERT. No.~A~c..=-r_..c;.J:~i).,_.-u-__..41U11t1J"-"0""4-J../ __ 8'"<,;;(3:,I--__ DATE~.:....2-....&./__,¥-~--'-f.-4-f ______ _ ,, · L .,.~•1 Information ~.., •. To Build On Engineering • Consulting • Testing n· I CLIENT: Legoland California, Inc. One Lego Drive Carlsbad, CA 92008 Attn: Jim Fend PROJECT: Water Carousel One Lego Drive _ Carlsbad, California Gentlemen: DATE: July 16, 1999 PROJECT: 059-90111 Enclosed are the inspection reports for the week(s) ending: July, 1999 Should you have any further questions, please do not hesitate to call our office at any time. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Rakhi N. Bhasin PhD, PE Branch Manager cc: City of Carlsbad DPR I Joe Thompson Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 '51 •.., «!!>-,, Itf{cffliffllw)t<, '·:-_;, ';; -:: ;~~ ::: ,~ .. : .: ;.~:'"~~; .. ; : . :_ . :s. ·. ·-· . -. ] M..::11• .To.Build (Jri ~-~:~_:,:~-':-~5:·i.:~?.-~:::-,~:-~:?:·?'_"_'·,_'~-\~-<-:t::~:':"·>>:· ::·· ·:_·< :_~ '· -_Page_:L_ot_f_ Engineering• Consulting• Testing INSPECTION REPORT CLIENT _________ _ DATE :7 -Io -q 9 ~ROJECT (Name) \N °lter Carouse.\ (Address) l l-~o bY-h1 c.. Car\~baa CA. REPORTNO. 0 (3q C\0 II\ -/0 Building Permit No. C B q q \ ~ ( ~ Architect 13 UY-~s s -E.hg;, nee,ci n~ G@up Plan File No,-------'----------- Engineer j;of'"~SS ~·,nee,r:,~ (otzoup Govt. Contract No. _____________ _ Contractor. D p (< Cc nst-. :Crx: ... OSA-orOSHPD #-------------- Other_· -----'---------------- INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST ~ Concrete Cylinders c.A._ ~ Rinf.: Rebar A Ci 15 ~ l, Q l Plan & Specs I _OSHPD l _OSA _-_Cement _ Rinf.: W.W.F. _ Clearances i -- _Specialty _ Mortar Samples --_ Rinf.: Tendons . _ Positions _Mechanical _Grout Samples --'-' Cone.: Mix #/psi _Sizes _ Electrical _ Masonry Prisms --_ Cone.: Mix #/psi _Laps _Roofing _Masonry Block --_ Coric.: Mix #/psi _ Future Continuity #/psi ~Concrete _ Fireproofing --_ Grout: Mix #/psi ~ Consolidation E.lcc, Vi o. _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 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 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--~_\_C._'t'---'S_. _1<~\e_' ~--_r __ _ (Print Cleany) INSPECTORSIGNATURF"'R,~ ~ PSI-B-900·170(2) CERT. NO. :r_C.,f:> D -:.\;. '3 O 3 '3 "t ': 4 r;.., '$,~~-4~~· :--2'~t~-k:~~;i~~~-~':-,-... ~-~i :~ .-:·:r::.·~/-"·7 ·: • -~~~::~ .---· ·· ·· ·-1· ·· 'Page_1_of~ Engineering • Consulting • Testing INSPECTION REPORT - CLIENT k-4-e:::rt:? /4.-n/ , ._/ DATE 7 -c5<' -'7 1 PROJECT {Name) ...... ~::...-;;_:.....::,.__,;:"-r-~=--'!~..__- (Address) .... J..;...;;.:~~~-=-=...;:;;,::.,>-E---- REPORT NO. &f!__f?£'f» ':/ 7 Architect ____________ --'---,----------Building Permit No, _____________ _ Plan File NO,--------=------------ Engineer-------------,------'----Govt, Contract No. ______________ _ OSAor OSHPD #--,--------------Contractor. _________________ _ Other _____ ----=-__._ __________ _ INSPECTION MAT'L SAMPLING 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 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 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 -:JcrrrA .. l2til / (Print Clearly) INSPECTOR SIGNATURE ~,,,::?.... ~ PSl·B-900-170(2) CERT. NQ. ________________ _ DATE 7:-2-?9 'l • .. eii/ Information ~.,-,• ®To Build On Engineering • Consulting • Testing . CLIENT: Legoland California, Inc. One Lego Drive Carlsbad, CA 92008 Attn: Jim Fend PROJECT: Water Carousel One Lego Drive Carlsbad, California Gentlemen: DATE: July 2, 1999 PROJECT: 059-90111 Enclosed are the inspection reports for the week(s) ending: June, 1999. Should you have any further questions, please do not hesitate to call our office at any time. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Rakhi N. Bhasin PhD, PE Branch Manager cc: City of Carlsbad DPR I Joe Thompson 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 .Aeg ca /e:,.-.-,,,, / DATE ~-o.£-9 2 Architect _________________ _ PROJECT (Name) 11/4.--,;;f_,,. C<2=coµ.,.f el . (Address) /.e.:,aLo:n / · c::.-r-/2:A',..~ CA REPORT NO. t:::' __:f 9 -9o/// -2 7 Building Permit No. _____________ _ Plan File No, _________________ _ Engineer ___________ "'---------Govt. Contract No. _____________ _ OSAor OSHPD #-------------Contractor. ____________________ _ Other ___________________ _ INSPECTION MAT'L SAMPLING 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 Batchinn __ 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 ¼Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --_. Other _ 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. · 1NsPEcToR NAME _:::f:___,ec...£-r-=-,..,...,./'--'-Z-A....:..-..... , -4-'/3.__..e::,:;...,:i,_,_1/_· __ /(Print Clearly) · CERT. NQ. _______________ _ INSPECTOR SIGNATURE--~-_...:;...;, _ _./4 ..... '-_ -.,-,_~d..-.c. __ ._ PSI-B-900-170(2) ~ DATE _ _.!!b:::__-_,_/.:...Jl.'tf'~--+-/_,_£~---- · l ,,..~ii/ lnf01mation ~.,, •. To Build On · Engineering • Consuttlng • Testing ._..., ---~ REPORT OF FIELD COMPACTION TESTS TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008' ONE LEGO DR -CARLSBAD DATE: June 16, 1999 OUR REPORT NO.: 059-90111-7 TESTDATA: (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM COMMENTS• TEST TEST SOILID LAB DRY * WATER WET PERCENT Spec. NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY · DENSITY COMPACTION 1 8. 0 II 161' 2 124.0 14.7 129.4 112.8 91.0 1 -A 2 8. 0" 162' 2 124.0 13.4 128 .9 113. 7 91. 7 1 -A 3 8. 0" 163.5' 2 124.0 11.2 127.3 114.5 92.3 1 -A TEST LOCATION: QUEUE STRUCTURE ··\\11=.n °' iQ'.i t1 '¼'JV 1 WEST SIDE CENTER OF PAD 2 SOUTH END OF PAD 3 NORTH END OF PAD 90% Min NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM D3017-96 *COMMENT-S: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS 2. BACKFILL 8. PERCENT COMPACTION DOES NOT COMPLY DENSITIES SHOWN: Lbs. per cubic foot . WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry 3. BASE COURSE WITH SPECIFICATIONS 4. SUBBASE C. RETEST OF PREVIOUS TEST density obtained on sample indicated by soil ID number. 5. SOIL CEMENT D. MOISTURE IN EXCESS OF SPECIFICATIONS * (2) ASTM D 1557-91 Procedure A TEST INSTRUMENT: TROXLER, 3430, 13785 REMARKS: TECHNICIAN: JERRY A. BELL cc: CITY OF CARLSBAD DPR / JOE THORMPSON 6. OTHER THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NO TEO AND PAA Y NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS W.Y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. E. MOISTURE BELOW SPECIFICATIONS STANDARD COUNT M: 597 ADJUSTMENT DATA M: D: 2682 D: Respectfully submitted, Professional Service Industries, Inc. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-100·2 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 .cl. ·page_1_of_· INSPECTION REPORT CLIENT_..__L_~-ff.__(;'----'--/4_a:_._;, ___ / ____ _ DATE_.-&..._-___ /_7_-_,'7'--'7 PROJECT (Name) /v.-:..~ c;,_.e>j/e/ . (Address) =0 /J!--,,i .,/ -c;..c_/j_)~. CA .., REPORT NO ...... Q~/_..._)_-_____ _ Architect _____________________ _ Building Permit No·--'------------- Plan File No. _______________ _ Engineer __________ ~------'----Govt, Contract No. _____________ _ Contractor. ___ ,L2 __ ~~/( ___________ _ OSA·or OSHPD #----------------- Other _________________ _ INSPECTION MAT'L SAMPLING 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 Batchini:, __ 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 ..::Xsoils Technician __ Other --· ___ Fireproofing __ Batch Plant __ Other --_ Other _ Corrective action required __ __ Bolt Pull-Out __ Other. --_ Corrections completed REMARKS D/-e;/ .:3 M;-<---/4.,....,--ale:a.57/Y ~£. ,n 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 CERT. NO. __________________ _ INSPECTOR SIGNATURE / CJ<j DATE ___ [::::,_-_--<-/~/ __ -_=--/ ___ _ PSI-B-900-170(2) · l"' .:!!-iii, Information M.~• .To Build On Engineering • Consulting • Testing REPORT OF FIELD COMPACTION TESTS TESTED FOR: JIM FEND PROJECT: WATER CAROUSEL LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 ONE LEGO DR -CARLSBAD DATE: June 17, 1999 OUR REPORT NO.: 059-90111-6 TEST DATA: (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM COMMENTS' TEST TEST SOILID LAB DRY * WATER WET PERCENT Spec. NO. DEPTH ELEVATION NUMBER , DENSITY CONTENT DENSITY DENSITY COMPACTION 4 8. 0" 164 1 2 124.0 9.2 124.5 114.0 91.9 1 -A 5 8 .0 11 FSG 2 124.0 9.0 122.8 112.7 90.9 1 -A 6 8. 0 11 FSG 2 124.0 9.4 123.2 112.6 90.8 1 -A ·-=" @'?"''-:, ,.._, TEST LOCATION: QUEUE STATION ~Ott\\ I l » ,,.. ·' ;t / "¾; r -~-· ~:i "'i:~....-"'~:.i..,. .. 4 SOUTH END OF PAD 5 CENTER OF PAD AREA 6 NORTH END OF PAD 90% Min NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM D:3017-96 DENSITIES SHOWN: Lbs. per cubic foot *COMMENTS: 1.FILL MATERIAL 2 .. BACKFILL A TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry density obtained on sample indicated by soil ID number. * (2) ASTM D 1557-91 Procedure A 3. BASE COURSE 4.SUBBASE 5. SOIL CEMENT 6. OTHER B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: TROXLER, 3430, 13785 REMARKS: STANDARD COUNT M: 567 ADJUSTMENT DATA M; D: 2682 D: TECHNICIAN: JERRY A. BELL cc: CITY OF CARLSBAD DPR / JOE THORMPSON THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. . Respectfully submitted, Professional Service Industries, Inc. RAK.HIN. BHASIN PhD, PE BRANCH MANAGER PSI A-100·2 (4)F Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San-Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ' I ' I I I -, INSPECTION ·REPORT . . PROJECT(Name) V ,-~r &,1>.f,J CLIENT____,;L __ e_J..,_lfllC-J.../-=-,-_n...a......aa...~-- oAT._E ~b~--;,.----=--,i1_-_5>_7_ Architect _________________ _ Engineer ______________________ _ Contractor. _________________ _ INSPECTION MAT'LSAMPLING ·QTY __ 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 Str~mds) -.,Xsoils Technician -.-. Other --·- __ Batch Plant __ Other -- __ Bolt Pull-Out __ Other --·- . . (Address) .J.. tZ,j" / P"'-/2 / Ct?:<& .b~~ . CA REPORT NO. t::)~9-~~ .fJJ-tS' Building Permit No. _____________ _ Plan Fil~ No._..--_______________ _ Govt. Contract No. ______________ _ OSA or OSHPD #--· ------------- Other---'------------------ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs _ Ririf.: 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 _ 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, uniess otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the loc~tions of the work inspected only and does not constitute engineering opin- ion or project control. 1NsPEcToR NAME ~,,-ry A • (5 c::.// r Wrhrt Clearly) . INSPECTOR SIGNATURE ~ • ~ PSl-8-900-170(2) CERT. NO. ________________ _ DATE __ _,6~--C:Z~:?__-_J....c... -='------ ::; ' ,:. l •J Information • .ToBuildOn Engineering • Consulting • Testing REPORT OF FIELD COMPACTION TESTS TESTED FOR: DATE: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008 June 22, 1999 PROJECT: WATER CAROUSEL ONE LEGO DR -CARLSBAD OUR REPORT NO.: 059-90111-5 TEST DATA: (2) Light Yellow Silty_ SAN!) PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM COMMENTS• Min/ TEST TEST SOILID LAB DRY * WATER WET PERCENT Spec. 90% NO. DEPTH ELEVATION NUMBER DENSITY CONTEJIJT DENSITY DENSITY COMPACTION 9 8. 0 11 153' 2 124.0 12.0 125.8 10 8. 0 11 153' 2 124.0 10.9 128.0 11 8 .0 11 153' 2 124.0 11.9 126.1 12 8. 0 11 153' 2 124.0 14.2 12·9 .2 TEST LOCATION: POOL BOTTOM 9 SOUTH END OF POOL 10 RETEST OF #9 11 CENTER OF POOL 12 NORTHWEST EDGE OF POOL NOTES: TESTS PERFORMED PER ASTM D2922-96 &ASTM D3017-96 DENSITIES SHOWN: Lbs. per cubic foot *COMMENTS: 1. FILL MATERIAL WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry. density obtained on sample indicated by soil ID number. * (2) ASTM D 1557-91 Procedure A 2. BACKFILL 3. BASE COURSE 4.SUBBASE 5. SOIL CEMENT 6. OTHER 112.3 90.6 4 - A 115.4 93.1 4 - A -C 112.7 90.9 4 - A 113.1 91.2 4 - A A. TEST RESULTS COMPLY WITH SPECIFICATIONS B. PERCENT COMPACTION DOES NOT COMPLY . WITH SPECIFICATIONS C. RETEST OF PREVIOUS TEST D. MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS TEST INSTRUMENT: TROXLER, 3430, 23428 REMARKS: . STANDARD COUNT M: 661 ADJUSTMENT DATA M: D: 2715 D: TECHNICIAN: JERRY A. BELL cc: CITY OF CARLSBAD DPR / JOE THORMPSON THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPR,ESENT ANY OTHER LOCATIONS OR.ELEVATIONS. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. Respectfully submitted, Professional Service Industries, Inc. RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-100·2 (4)F Professional Service Industries, Inc. • ll8~7 Nancy Ric;!g~ qrjve, Suite E ~ Sf\n Diego, PA 9?121 • Phone 619/455-0544 • Fax 619/455-1170 ' i ' I I I I CLIENT~L~~~~---<I ...... /4--_,,,, ___ cl _____ DATE __ i:,~-_;;?_/_-_~a...-..a./ Architect ________________ _,:.. ___ _ Engineer __________________ _ Contractor. ____________________ _ ~ROJECT (Name) r/4..-/;c: C,..,...t~b1c.Z (Actctre~:Zi~CA REPORT NO. oJ 2 -9 t!f!!//,(7 f/ Building Permit No. _____________ _ Plan File No.~---------------- Govt. Contract No.--,-------------- OSA--or OSHPD #-~--------------Other ____________________ _ INSPECTION MAT'L SAMPLING QTY. MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD __ Concrete Cylinders --_ Rinf.: Rebar _ Plan & Specs _OSA __ Cement --_ Rinf.: W.W.F. _ Clearances __ specialty __ Mortar·Saniples --_ 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 Batchinn __ Struct Steel ___ Asphalt Concrete · --_ Llnits: 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 De·cking __ Non-Destructive __ Tendon (PT Strands) --_ Electrodes ~Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other -·--_Other _-_ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS v7c;/ -/_< £l// 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 :re c:r--Y A-r3 -e·// / (Print Clearly) · C!=RT. NO. _________________ _ INSPECTOR SIGNATURE ~/~' J-3rd DATE'--___::::6"---__,..;?=-'/_-_Cj...L-,!'7'-------- PSI-B-900-170(2) " l """~•, Information ~.:11• .To Build On Engineering • Consulting • Testing 'i!(¾i(~' ..... ,_ .. I •. • ~,:_ REPORT OF FIELD COMPACTION TESTS TESTED FOR: DATE: JIM FEND LEGOLAND CALIFORNIA ONE LEGO BOULEVARD CARLSBAD, CA 92008· June 21·, 1999 PROJECT: WATER CAROUSE~ ONE LEGO DR -CARLSBAD OUR REPORT NO.: 059-90111-4 TESTDATA: (2) Light Yellow Silty SAND PSI Lab #99-171 OPT. MOIST. = 11.5% MAXIMUM COMMENTS* TEST TEST SOILID LAB DRY *· WATER WET PERCENT Spec. 90% Min NO. DEPTH ELEVATION NUMBER DENSITY CONTENT DENSITY DENSITY COMPACTION 7 8. 0 11 FSG 2 124.0 9.8 123.4 112 .. 4 90.6 1 - A 8 8. 011 FSG 2 124.0 10.4 122.5 .111.0 89.5 1 -A ~ONE~· TEST LOCATION: QUEUE STRUCTURE 7 SOUTH END OF PAD \\J ' ' .. ,_ . 8 NORTH END OF PAD ~ NOTES: TESTS PERFORMED PER ASTM D2922-96 & ASTM D3017-96 DENSITIES SHOWN: Lbs. per cubic foot *COMMENT'S: 1. FILL MATERIAL A. TEST RESULTS COMPLY WITH SPECIFICATIONS WATER CONTENT: Percent of dry weight PERCENT COMPACTION: Based on maximum dry densi\y obtained on sample indicated by soil ID number. · * (2) ASTM D 1557-91 Procedure A TEST INSTRUMENT: TROXLER, 3430, 13785 REMARKS: 2. BACKFILL 3. BASE COURSE B. PERCENT COMPACTION DOES NOT COMPLY WITH SPECIFICATIONS 4. SUBBASE 5. SOIL CEMENT 6. OTHER C. RETEST OF PREVIOUS TEST D. 'MOISTURE IN EXCESS OF SPECIFICATIONS E. MOISTURE BELOW SPECIFICATIONS STANDARD COUNT M: 591 ADJUSTMENT DATA M: D: 2595 D: Respectfully submitted, TECHNICIAN: JERRY A. BELL cc: CITY OF CARLSBAD Professional Service Industries, Inc. DPR / JOE THORMPSON THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC LOCATIONS NOTED AND MAY NOT REPRESENT ANY OTHER LOCATIONS OR ELEVATIONS. REPORTS MA y NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN RERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, It-IC, RAKHI N. BHASIN PhD, PE BRANCH MANAGER PSI A-100•2 (4)F Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, ·CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 i l l i I .,. ,___ ~ . ·.:~"" ·~ ~-. .:ft.· ~; .. .:~::~;;...,.·:~: ~-: .... -t:.:.. -:·:.(. .. .... .. -·-: . ;:· -.. . ..,,• ·"' ·Page.:..Lof_· INSPECTION REPORT CLIENT L e:J ~ I ddt rl DATE & -::? :5 -2 9 PROJECT (Name) )1/4.;/;ce;;.~I? 1e / . (Address) L C.:Ja k-n / 4r:~'6e-:4 CA REPORT NO. o..5 2 -'7 C> JI I -;_3 Architect ________________ _ Building Permit No, _____________ _ '· Plan File No, _______________ _ Engineer ____________ ""----'------Govt. Contract No. ______________ _ Contractor. _____ o--'"-:.~J°--1-/<'-4------'----"----OSA·orOSHPD #~------------Other ____________________ _ INSPECTION MAT'L SAMPLING QTY MATERJAL 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 Applied __ Pile Driving __ Reinf. Steel --_Steel __ Fireproofing __ Steel --_. H.S. Bolts __ Waterproofing ___ H.S. Bolts --·-_ Metal Deqking __ Non-Destructive ___ Tendon (PT Strands) --_ Electrodes ~Soils Technician __ Other --_ Fireproofing __ Batch Plant __ Other --___ Other _ Corrective action required __ __ Bolt Pull-Out __ Other --_ Corrections completed REMARKS L 1/2 e' ;:z;/ pd~--'7Y _ ,6 (;' ~,.,, -/4 ~ I :;I r'"' C I We-//12 / /7 ef c "r c ,c r:,-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 the work inspected only and does not constitute engineering opin- ion or project control. 1NsPEcToR NAME Jr':. re;.>( A , @~ // · (Print Clearly) CERT. NO·------'-------------- ;~:,;,<;;,~R SIGNATURE ~ • ~ J f,. 11:!"•J lnfonnation 1,~.i1• *To Build On Engineering • Consulting • Testing CLIENT: Legoland California, Inc. One Lego Drive Carlsbad, CA 92008 Attn: Jim Fend PROJECT: Water Carousel Gentlemen: One Lego Drive Carlsbad, California DATE: June 24, 1999 PROJECT: 059.,90111 Enclosed are the inspection reports for the week(s) ending: June 20, 1999 Should you have any :fw.1:her que;stions, please do· not hesitate to call our office at any time. Sincerely, PROFESSIONAL SERVICE INDUSTRIES, INC. Rakhi N. Bhasin PhD, PE Branch Manager cc: City of Carlsbad DPR I Joe Thompson Professional Service Industries, Inc.• 681?7 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 · lL l •/ lnjOnnation • ~To Build On Page_1_of_ Engineering • Consulting • Testing· ~ INSPECTION REPORT -, CLIENT ..... L_,,_~........,...'-'L=-=-t?-:.--';M~/ __ DATE, _ _,C ___ -_.__l.$~--9-'-"'l'--- Architect __________________ _ Engineer---------------~----"- Contractor.:___j/$~~-2:i#~x~b~~?'t:/:'._J_D~~/~-~/;~~~=-- INSPECTION MAT'LSAMPLING QTY __ OSHPD __ Concrete Cylinders -- _OSA __ ·cement --__ Specialty __ Mortar·Samples -- __ Mechanical __ ~rout 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 ---- PROJECT (Nanie) w e-:le.r Ce;..ro~.f e I (Address) .t. et!! a /.-. ,-,,/ e-~L<~,.../ . c,,,.., :;,i REPORT NO. /JJ L -,9?)//,/4--71 Building Permit No. _____________ _ Plan File No. _______________ _ Govt. Contract No.--------------- OSAor OSHPD #-------------- Other __________________ _ MATl;RIAL OESCRIPTION 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 Batchinn _. _ Units: Block _ Electrode Storage _. _ Units: Brick _ Torque Applied _-_Steel _H.S.B6lts _ Metal Decking ._ Electrodes _ Fireproofing _-_Other _ Corrective action required __ __ Bolt Pull-Out __ Other. --· _ Corrections completed REMARKS 0 J.1 (!; fac v ?' . kt2-d;e1 ,£'--eJ-J / e:e: r ~ __. e?-7:: <'< ~ 5£; ole:r .. CERTIFICATION OF COMPLIANCE: To the best o_f 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 --:I:: 0y'A • {j C. ;/ (Print Clearly) CERT. NO,------'---------------- INSPECTOR SIGNATURE ~-,B:,.d PSI-B-900-170(2) ~ ... DATE--=~=-------=/J=------L-/~/--,----- •. 'l .,..I:!-•, Information f:!..:11• .To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES ~NC 5600 AVENIDA ENCINAS SUITE 130 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: October 03, 1998 OUR REPORT NO.: 059-70202-948 FIELD DATA: LOCATION OF PLACEMENT WATER WORKS SCENE #2 CAST-:-IN-PLACE SLAB 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 October 03, 1998 11:00 am 5 67 77 October 05,. 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE !iOIE:..AfPLICABLE ASTM STANDARDS UNLESS OTHEBWJ.S.EJN.QJCfilD_;_SLUMP· c14;j.soa· AIR C_Q/ilENT· C23Ml~· TEMPERATURE· Cl0~4-86{93J· CAPPING· Cj231-93 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.) (SO.IN.) (PSI) '" 17970 A 5 10/08/98 84000 6.00 28.27 2970 17970 B 7 10/10/98 99000 6.00 ~8.27 3500 17970 C 28 10/31/98 17970 D 28 10/31/98 SPECIFICATIONS 28 4000 NELSON & SLOAN 734803 1358 TYPE OF BREAK Cone Cone 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 Conlracto~s representative. .Cylinders delivered to PSI laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM 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, 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.,,.~•Jiliformation ~.: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: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 DATE: September 26, 1998 OUR REPORT NO.: 059-70202-947 FIELD DATA: LOCATION OF PLACEMENT WATER WORKS SCENE #1 SLAB-ON-GF-AJJE 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 September 26, 1998 10:00 am 4 67 75 September .. 28, 1998 PSI\DAN RAMAGE NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCKNO. MIX NUMBER ANO PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE N~CABLE ASTM STANDARDS UNLESi,__QTJ:IEfilM§.;,lliC1ll,ATEp.:..WJ.Me.:.,C~ELC.QmNI' C231-91b· TEMPERATI/BE· CJ064-B~l93)· CAPPIN • SPECIMEN TEST LABORATORY IDENTIFICATION AGE NUMBER OR SET NO. (DAYS) 17969 A 7 17969 B 28 17969 C 28 17969 D SPECIFICATIONS 28 COMPRESSION TEST RESULTS ASTM C39-94 . TOTAL CYLINDER DATE·OF LOAD DIAMETER TEST, (LBS.) (IN:) 10/03/98 92000 6.00 10/24/98 10/24/98 CYLINDER COMPRESSIVE AREA STRENGTH (SQ,IN.) (PSI) 28.27 3250 4000 NELSON & SLOAN 733334 1358 TYPE OF BREAK Cone REMARKS: ~-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 laboratory. Test results do not comply with applicable specifications. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM 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, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVIC!a 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 ustries, Inc. REPORT OF DAILY SINGLE PLY ROOFING INSPECTION CLIENT: Leg() Land Estates, Inc. Cil~NRRAI. CONTRACTOR: Bernard Bros. DA TE: January 23, 1999 Saturday PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA REPORT NO: 059-70202, 219-77044 ( 74 ) JD~. AREAS WORKED: Funtown/Refrigeraced Storage building % PROJECT COMPLETED TO DATE: WEATHER: sunny TEMPERA TURES 60 to 75 Degrees F. CONTRACTOR: CREWSIZE: 3 . PSI HOURS: 8 Deck Type: STEEi:. Surfncc Preparation: 1'upen:d Jru;ululiun Type: S'IYR011_0AM Allachmcnt Method: 2-l'LATES PER BOARD AT PilR!ME"fEk Stcr11ge Condi1icns: Sulticicnt I XXX] -lnsumcislnl U lnsul:ition , Type: STYROFOAM Luycr.;: To111l Thickness: Atlllchmcnt Method: L.()OSl?:l.AIO ·rypc/Amounc·Adhcsivc; Screw Type/Size: 2"PLATE Pattern: 8" SCREWS. Type: PVC Munufaclurcr: . DUROLAS'i" Mil Thicknc.~~: O,OJ 5" Mcmhrllm: Secured to Deck: 12'0.C. l3a!lnstt!d: Type: Attnchmc:nt Method: Mil Thickness: i:1~$hir1g Surface l'repur11ticn: Mc:c:hanic~I F:i~tcning: Appiicotion: FACTORY,WF._1,1) .. Sc:ims Solvent/ Adhesive:: Protluclion Dute: lleal Wc:ltlc:r S=s Chc:ckc:d; C:opins Metal Type: Gauge: 24 F~tl?nl?r Spacing: Counter Fl:ishing Type: G11ugc: 24 Night Soar Method: 1. Laid out taper insulation and scr~w down at perimeter, 2 plates per four~foot boards. 2. Roll up membrane and screw down laps, 12" O.C. 3. Then relax membrane to next factory seam and screw down that lap. Continue until all laps are fastened. 4. Screw down fascia sheet metal to outer perimeter. -- 5. Screw counter flashing to wall ~ery 3 feet on center. 6. Trim excess membrane from fascia. 7. Wrong caulking was delivered for perimeter caulking. Caulking yet to be done. 8. Wall flashing needs to be :finished.also, because 2 pipes penetrated the wall. 9. Temporary patch in the middle of the roof, needs to b~ made permanent. The counter flashing at wall needs to be -installed by another trade. PSl lnspector: Bert Mantik Respectfully submitted: Professional Service Industries, Inc. ** TOTAL PAGE.02 ** ·l ... ~'iJ 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 CARLSBAD, CA 92008 DATE: January 05, 1999 FIELD DATA: LOCATION OF PLACEMENT MATRIX PAD @ DUPLO DATE PLACED TIME SLUMP, IN. AIR CONTENT, % January 05, 1999 3 AIR TEMPERATURE,°F 7 0 CONCRETE TEMPERATURE,°F 6 4 DATE RECEIVED IN LAB Jan~ary 06, 1999 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBMITIED BY PALOMAR TRANSIT MIX PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REf'ORI' NO.:059-70202-1071 SUPPLIER PALOMAR TRANSIT MIX DELIVERYTICKETNO./TRUCK NO. 882388 Mp{; NUMBER AND PROPORTIONS 34 3 0 04 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMPITURE COMPRESSION TEST RESULTS ASTMC39-Q4 SPECIMEN TEST TITTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATIO AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 18566 A 7 01/12/99 86000 6. 00· 28.27 3040 Cone 18566 B 28 02/02/99 104000 6.00 28.27 3680 Cone 18566 C 28 02/02/99 115000 6.00 28.27 4070 Cone SPECIFICATIONS 28 3000 REMARKS: _K. Cylinders made by PSI representative. Cylinders picked up by PSI _K. representative. X Test results comply with applicable ·~-fif>RMS Cyilnders made by Architect's or Contractor's representative. Cyllnders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: FIDENCIO VIRAMONTES cc: LEGOLAND (4), BERNARD BROTHERS, H.b.K., crrY OF CARLSBAD i 11-IESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPL=rED AND MAY NOT BE INDICATIVE OF THE ENTil!DNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOWRITIEN PERMISSION BY PROFESSIONAL SERVICE INDUSl'RIEJS;C. PSI A-200-4 (4JF Respectfully submitted, e:J:;ssi~na~1je ·ce Jn~es, Inc. cl)CvV'fi( . . I' tj,.,,,_,... DAVID J. AN, RCE{/ DISTRICT MANAGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • fhone 619/455-0544 • Fax 619/455-1170 'l trfa ,i;.'i' Information ~.;,• ®ToBuild-On Engineering • Consulting • Testing REPORT OF CONCRETI: COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 January 05, 1999 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OURREPORI' NO.:059-70202-1070 LOCATION OF PIACEMENT FOUNDATION FOR FAIRYTALE BROOK ARCHES DATEPIACED TIME SLUMP, IN. AIR CONTENT, % January 05, 1999 01:40 pm 4 3/4 AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 7 0 DATE RECEIVED IN LAB January 06., 1999 FIELD DATA SUBMTITED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBMTITED BY NELSON & SLOAN SUPPLIER NELSON & SLOAN DELIVERYTICKETNO./TRUCKI';l"O. 757365 MIXNUMBERANDPROPORTIONS 552 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABl E ASTM STANDABPSNl ESS OTHERWISE JNDICAJ:EIS:LIJMP· C 143-90a· AIR CONTENT; C23 l-9_rtEMPERATlJRE· CJ 064·86[93l· CAPPING· Cl 23 J-93 SPECIMEN TEST LABORATORY IDENTIFICATIO, ~ AGE NUMBER OR SET NO. (DAYS) 18565 A 7 18565 B 28 18565 C 28 SPECIFICATIONS 28 COMPRESSION TEST RESULTS Apl'MC39-94 TOTAL CYLINDER DATE OF LOAD DIAMETER TEST (LBS.) (IN.) 01/12/99 78000 6.00 02/02/99 110000 6.00 02/02/99 104000 6.00 CYLINDER ' COMPRESSNE AREA STRENGTH (SQ.IN.) IPSO TYPE OF BREAK 28.27 2760 Cone 28.27 3890 Cone 28.27 3680 Cone 3000 REMARKS: ~ Cylinders made by PSI representative. Cylinders picked up by PSI ~ representative. X Test results comply with applicable speclflcations. Cylinders made by Architect's or Contractor's representative. ALL CYLINDERS CAPPED TECHNICIAN: FIDENCIO VIRAMONTEp cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CI~Y OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!l$STED AND MAY NOT BE INDICATIVE OF THE ENTll!DNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL, WITHOWRITIEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEl!l,C. PSI A·2Q0-4 (4JF Respectfully submitted, jf ;::j~' Servl~e l4es, Inc, DISTRICT AGER r DAVID J. , RCE Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 ,, ·t .,,.,e,.•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 December 3·0, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORf NO.: 059-70202-1062 LOCATIONOFPlACEMENT LIGHT POLE BASES@ CASTEL HILL AREA DATE PLACED TIME SLUMP, IN. AIR CONTENT, o/o December 30, 1998 03:30 pin AIR TEMPERATURE,°F 64 CONCRETE TEMPERATURE,°F 67 DATE RECEIVED IN LAB December 31, 1998 FIELD DATA SUBMITIED BY PSI\FIDENCIO VIRAM01'JTES MIX DATA SUBMITIED BY PALOMAR TRANSIT MIX SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO./TRUCK NO. 3 4 3 0 0 4 MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPi ICABLE ASTM STANDARDSNl ESS OTHERWIS_E lNPICATEl$LlJMP· Cl43-90il· AlR CONTENT! Cf31-9ItEMPEBe:fpRE· CIOOf-861931· CAPPINp· C 1231-93 LABORATORY NUMBER 18550 18550 18550 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST-IDENTIFICATIO ~ AGE DATE OF OR SET NO. (DAYS) TEST A 7 01/06/99 B 28 01/27/99 C 28 01/27/99 28 X Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 64500 6.00 104000 6.QO 115000 6.00 Cylinders picked up by PSI X representative. Cylinders delivered to PSI laboratoiy, ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM TECHNICIAN: FIDENCIO VIRAMONTES . CYLINDER COMPRESSNE AREA STRENGTH (SQ.IN,) (PSI) TYPE OF BREAK 28.27 2280 Cone 28.27 3680 Cone 28.27 4070 Cone 3000 " X Test results comply with applicable specltlcations. · Test results do not comply with 0cONFORMS cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CirY OF CARLSBAD Respectfully submitted, ~eMc .. lndustr;es, Inc. DAVID J. 1 ~ R~ TilESE TEST RESULTS APPLY ONLY TO TilE SPECIFIC SAMPLm:sTED AND MAY NOT BE: INDICATIVE: OF THE: E:NTil!DNCREI'E: PLACE:MENT. RE:PORI'S MAY NOT BE: RE:PRODUCED, EXCE:PT IN FULL, WITHOWRITTEN PE:RMISSION BY PROFE:SSIONAL SE:RVICE: INDUSTRJEl!l,C. PSI A-200-4 (4)F 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 ,..e;J Iriformation M.iti,'111•. ®To Build On Engineering • Consulting • Testing REPORT OF GROUT COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 DATE: December 17, 1998 FIELD DATA: PROJECT: LEGOLAND THEME PARK CARLSBAD-, CALIFORNIA REVISION #2 OUR REPORr NO.: 0 59-70 2 02-1059 WCATIONOFPLACEMENT NON-SHRINK GROUT, COASTER CQLUMN BASES DATE PLACED TIME FLOW, SEC. AIR CONTENT, o/o AIR TEMPERATURE,°F GROlIT TEMPERATURE,"F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY December 17, 1998 02:30 pm 70 December 21, _ ).~9 9-8 PSI\DAN RAMAG~ · QUIKSET : SUPPLIER PROPORTIONS CEMENT WATER FINE AGGREGATE ADMiXruRE coMPREss10N fEsT Ri;suL ts ASTM CI 09-93 SPECIMEN TEST TOTAL CUBE CUBE LABORATORY IDENTIFICATIO, ~ AGE DATE OF WAD SIZE AREA NUMBER ORSETNO. (DAYS) TEST (LBS.) (IN.) ($Q.IN.) 18509 A 7 12/24/98 31000 2.00 X 2.00 4.00 18509 B 28 01/14/99 33000 2.00 X 2.00 4.00 18509 C 29 01/15/99 34200 2.00 X 2.00 4.00 SPECIFICATIONS 28 QUIKSET COMPRESSM STRENGTH (PSI) TYPE OF BREAK 7750 Cone 8250 Cone 8550 Cone 1'3000 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. _ Cubes delivered to PSI laboratoiy. Test results do not comply with X applicable spcclflcatlons. 28-DAY BREAK DOES NOT MEET SPECIFICATION REQUIREMENT Pulse Velocity = 14, 4_0 0 ft. per second . • TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Respectfully Submitted, , mPrvi ndustries, Inc. DAVID ~Y~, RCE DISTRICT MANAGER THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLEJ:ESTED AND MAY NOT BE INDICATIVE OF THE ENTIIW\TERIAI. PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WJTHOU'RITTEN PERMISSION BY PROFESSIONAL SERVICE I_NDUSTRIE1151,C. 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 ra~'il lriform.ation I:!..;,• $To Build On Engineering • Consulting • Testing REPORT OF GROUT COMPRl:SSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCJNAS SUITE 130 CARLSBAD, CA 92008 PROJECT: LEGOLAND THEME PARK C~LSBAD, CALIFORNIA DATE: December 16, 1998 REVISION #2 OUR REPORf N0.:059-70202-1058 FIELD DATA: LOCATION OF PLACEMENT NON-SHRINK GROUT COASTER COI,UMN BASES DATE PLACED TIME FLOW, SEC. AIR CONTENT, % December 16, 1998 02:30 'am SUPPLIER PROPORTIONS CEMENT WATER AIR TEMPERATURE,°F GROUT TEMPERATURE,"F DATE RECEIVED IN LAB FIELD DATA SUBMITIED BY MIXDATASUBMITTEDBY 70 FINE AGGREGATE ADMIXTURE SPECIMEN LABORATORY IDENflFICATIO NUMBER OR SET NO. 18508 A 18508 B 18508 C 0 0 SPECIFICATIONS December 1'8., 19~8 PSI\DAN _RAMAGE QUIKSET COMPRESSION TEST RESULTS ASTM Cl09-93 TEST TOTAL CUBE ~ AGE DATE OF LOAD SIZE (DAYS) TEST (LBS.) (IN,) 7 12/23/98 34200 2.00 X 2.00 28 01/13/99 42700 2. o·o X 2.00 30 01/15/99 44500 2.00 X 2.00 00/00/00 00/00/00 00/00/00 28 CUBE AREA (SQ. IN.) 4.00 4.00 4.00 .. QUIKSET COMPRESSM STRENGTH (PSI) TYPE OF BREAK 8!;i50 Cone 10680 Cone 11130 Cone 13000 REMARKS: _K Cubes made by PSI representative. X Cubes picked up by PSI representative. Test results comply with appllcable speclflcatlons. Cubes made by Architect's or Contractor's representative. _ Cubes dellv.ered to PSI laborato_ry. X Test results do not comply with appllcable speclflcatlons. 28-DAY DOES NOT MEET SPECIFICATION REQUIREMENT Pulse Velocity= 11,000 ft. per second TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD I ' THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLE11ESTED AND MAY NOT BE INDICATIVE Of' THE ENTIJtil\TERIAL PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOIYRITl'EN PERMISSION BY PROFESSIONAL SERVICE INDUSfRIE1!51,C. 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 • .. ~•, Information I!!..;,• .To Build On Engineering • Consulting • 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: December 15, 1998 REVISION #2 OURREPORfN0.:059-702.02-1044 FIELD DATA: LOCATIONOFPLACEMENT NON-SHRINK GROUT COASTER COLUMN BASES DATE PLACED TIME FLOW, SEC. AIR CONIENT, % December 15, 1998 02:30 pm SUPPLIER PROPORT.lONS CEMENT WATER AIR TEMPERATURE,°F GROlIT TEMPERATURE,"F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITfED BY 70 FINE AGGREGATE ADMIXIURE SPECIMEN LABORATORY IDENTIFICATIO NUMBER OR SET NO. 18504 A 18504 B 18504 C SPECIFICATIONS Decembe~ 17, 1998 PSI\DAN RAMAGE ,QUIRSET COMPRESSION TEST RESULTS ASTM CI 09-93 TEST TOTAL CUBE I AGE DATE OF LOAD SIZE l (DAYS) TEST (LBS.) (IN.) 7 12/22/98 33200 2.00 X 2.00 28 01/12/99 34200 2.00 X 2.00 31 01/15/99 35500 2.00 X · 2. 00 28 CUBE AREA (SQ.IN.) 4.00 4.00 4.00 QUIRSET COMPRESSM STRENGTH (PSI) TYPE OF BREAK 8300 Cone 8550 Cone 8880 Cone 13000 REMARKS; ~ Cubes made by PSI representative. JS Cubes picked up by PSI representative. Test results comply with applicable specifications. Cubes made by Architect's or Contractor's representative, · _ Cubes-delivered to PSI laboratory. X Test-results.do not comply with applicable specifications. 28-day break does not conform to 28-day specification Pulse Velocity= 9,600 ft. per second TECHNICIAN: DAN RAMAGE cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ' ! THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLl!rESTED AND MAY NOT BE IND!CATNE OF THE ENTIIIB\TER!Al, PLACEMENT. REPORI'S MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOWRITTEN PERMISSION BY PROFESSIONAL SERVIC_E INDUSTRIB&C. PSI A-200·31 F Respectfully Submitted, e;;; A;?usUies, In~ DAVID J.ig~, ~ 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 "'~ •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 28; 1998 REVISION #1 OUR REPORT NO.: 059-70202-788 FIELD DATA: LOCATION OF PLACEMENT CASTLE HILL BASE BUILIDNG QUE FOOTINGS PERMIT# 98,..208 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 July 16, 1998 10:00 am 4 1/2 75 85 July 17, 1998 PSI\DEREK PETERSON NELSON&: SLOAN SUPPLIER DELJVERY TICKET NO.ffRUCK NO. MIX NUMBER AND PROPORTIONS CEM.ENT WATER FINE AGGREGATE COARSE.AGGREGATE ADMIXTURE NOTE· APPLICABLE AS'FM STANDARDS UNLESS OTHERWISE INDICATED· SLUMP· CU3-lioa· AIR CONTENT·_C231-111b· TEMPERATURE· CJ064-86(93)· CAPPING· C1231-P3 COMPRESSION TEST RESULTS ASTMC39-94 , .. NELSON & SLOAN 714600 1386 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 17433 A 7 07/23/98 53000 6.00 28.27 1870 Cone 17433 B 28 08/13/98 76000 6.00 28.27 2690 Cone 17433 C 28 08/13/98 79000 6.00 28.27 2790 Cone 17433 D 56 09/10/98 96000 6.00 28.27 3400 SPECIFICATIONS 28 3000 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI ,K_ representative. X Test results comply with applicable specifications. Cylinders made by Architect's or Test resulls do no! comply with Contracto(s representative. -'-Cylinders delivered to PSI laboratory. requxi' r.Ca· pplel,cable. spNecificatiFons, O RM'. S 28-day breaks does not meet specification Will hold l cylinder for 56-day break TECHNICIAN: DEREK PETERSON Respectfully submitted, • Professional SeNice Industries, Inc. cc: LEGO LAND ( 4) , BERNARD BROTHERS, H. 0. 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 Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • rhone 619/455-0544 • Fax 619/455-1170 · t ...,~•J Information ~.JI• ®ToBuild 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 . REVISION #1 DATE: June 10, 1998 OUR REPORT NO.: 059-70202-674 FIELD DATA: LOCATION OF PLACEMENT CASTLE HILL BASE BUILDING CAISSONS PERMIT# 98-208 DATE PLACED June 02, 1_998 12:45 pm SUPPLIER NELSON & SLOAN DELIVERY !ICKET NO.trRUCK NO. TIME SLUMP, IN. AIR CONTENT, % 4 1/2 MIX NUMBER AND PROPORTIONS 522 CEMENT AIR TEMPERATURE, °F 71 CONCRETE TEMPERATURE, °F 7 5 DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY June·o~, 1998 PSI\DEREK PETERSON NELSON & SLOAN WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANo.AB0..SJJNL.ESS OTHERWISE INPICATEP· SLUMP· C143·90a· AIR CONTENT· C231·V1 b' TEMPERATURE· C1064·86(93)· CAPPING· C1231·93 COMPRESSION TEST RESUL ts SPECIMEN TEST LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 17115 A 7 06/09/98 17115 B 28 06/30/98 17115 C 28 06/30/98 17115 D 60 08/01/98 SPECIFICATIONS 28 · REMARKS: ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contracto(s representative. ASTMC39-94 TOTAL CYLINDER LOAD DIAMETE~ (LBS.) (IN.) 55000 6.00 69000 6.00 70000 6.00 73000 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 1950 Cone 28.27 2440 Cone 28.27. 2480 Cone ·28.27 2580 X 60-,-.q_ay break does :not .meet.,spec·i.f.;Lcation:-:xequirrirelit './' '-_! : : ,,.-,;,: 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, INC. PSI A-200-4 (4)F Respectfully submitted, Professional Service Industries, Inc. ½~ (J! {?-~'_}~(_ t . DAVID J. 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 Info"!ltltion . ~_,• .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 1.30 CARLSBAD, CA 92008 May 18, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA . REVISION #2 OUR REPORT NO.: 0"59-70202-579 LOCATION OF PLACEMENT SPACE AGE FACILITY -SPACE AGE DECK BETWEEN "A" ~ "B" AT 2. 5 PERMIT# 97-3247 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % May 1.2, 1.998 1.0:25 am 5 AIR TEMPERATURE, °F 60 CONCRETE TEMPERATURE, °F 7 5 DATE RECEIVED IN LAB May 1.3, 1.9·99 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER ANb PROPORTIONS CEMENT WATER. FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 697442 1349 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATED·SLUMP· Ci43_-!loa· AIR CONTENT· C231-!l1b· TEMPERATURE· C1084-§6~31· CAPPING· C1231-!i3 COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER LABORATORY IDENTIFICATION AGE DATE OF "LOAD DIAMETER NUMBER OR SET NO. (DAYS) TEST (LBS.) ·_pN.) 1.6940 A 6 05/1.8/98 80000 ·5. 00 16940 B 7 05/19/98 79000 6.00 1.6940 C 28 06/09/98 96000 6.00 16940 D 28 06/09/98 96000 6.00 16940 E 60 07 /11/98 113000 6.00 SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders_picked up by PSI X representative. Cylinders made by Architect's or Contractor's representative. Cylinaers delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANC~ WITH AST~ -TECHNICIAN: ROLAND ROOT CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2830 Cone 28.27 2790 Cone 28,27 3400 Cone 28.27 3400 Cone 28.27 4000 4000 Te.st results comply with applicable .x. specifications. Test results do not comply wilh applicable specifications. c 617-coNFORMS Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD ~11~/nd--~ THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF"THE ENJIRE CONCRETE Pt,ACEMENT. REPORTS MAY NOT BE REPROOUCED, 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 • .~hone 619/455-0544 • Fax 619/455-1170 , l"eiJinformation ~.,. ~To Build On Engineering • Consi,lting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA'ENCINAS SUITE 130 PROJECT: LEGOLAND TgEME PARK CARLSBAD, CALIFORNIA CARLSBAD, CA 92008 ,: REVISION #3 DATE: May 18, 1998 OUR REPORT NO.: 059-70202-578 FIELD DATA: LOCATION OF PLACEMENT SPACE AGE FACILITY DECK II C II LINE AT 2 • 5 PERMIT# 97-3247 DATE PLACED TIME SLUMP, IN. AIR GONTENT, % AIR TEMPERATURE, °F May 12, 1998 07 :30 am 4 1/4 58 CONCRETE TEMPERATURE, °F 7 5 DATE RECEIVED IN LAB May· 13, 1998 FIELD DATA SUBMITTED BY PSI\ROLAND ROOT MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHEBWJSE INDICATED· SLUMP CH3·9Qa· AIR CONTENT: C231-9Jb· TEMPERATURE· CJPOHO{P:P'_CAPPING· COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 697377 1349 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF NUMBER OR SET NO, (DAYS) TEST 16938 A 6 0~/18/98 16938 B 7 05/19/98 16938 C 28 06/09/98 16938 D 28 06/09/98 16938 E 60 07 /11/98 i SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI represenlative. Cylinders made by Architect's or Contractots representative, LOAD DIAMETER (LBS.) 83000 90000 107000 106000 113000 Cylinders picked up by PSI X representative. (IN.) 6.00 6,00 6.00 6.00 .6.00 _ Cylinders delivered to PSI laboratory. TECHNICIAN: ROLAND ROOT AREA STRENGTH (SO.IN.) (PSI) TYPE OF BREAK 28.27 2940 Cone 28.27 3180 Cone 28.27 3780 Cone 28.27 3750 Cone 28.27 4000 4000 X Test results comply with applicable specifications. . · Test results do not comply with applicable specifications. cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD S:;;;?£::·•~n 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 DISTR~~AGER Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • ,'.hone 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 . REVISION #2 DATE: May 18, 1998 OUR REPORT NO.: 059-70202-577 FIELD DATA: LOCATION OF PLACEMENT SPACE AGE FEACILITY DECK 11E11 LINE AT 3. 5 PERMIT # 97-'3247 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_12, 1998 09:15. am 60 75 May 13, 1998 PSI\ROLAND ROOT NELSON & SLOAN SUPPLIER DEl,JVERY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER . FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 1349 NOTE· APPLICABLE ASTM STANDARDS UNLESS OTHERWISE INDICATEO·SLUMP· 8143·90a· AiR COlf(ENT· C231:91b' lEMPERATURE· C10B4·86(93\· CAPPING· 01231-93 LABORATORY NUMBER 16939 16939 16939 16939 16939 SPECIFICATIONS REMARKS: COMPRESSION TEST RES UL TS ASTMC39·94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 6 05/18/98 B 7 05/19/98 C 28 06/09/'J8 D ')6/09/98 E 60 07/11/98 28 ,K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) (IN.) 87000 6.00 95000 6.00 110000 6.00 110000 6.00 li5000 6.00 Cylinders picked up by PSI _K representative. _ Cylinders delivered to PSI laboratory: CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN:) (PSI) TYPE OF BREAK 28.27 3080 Cone 28.27 3360 Cone 28.27· 3890 Cone 28.27 3890 Cone 28.27 4070 4000 ·rest resu\ts comply with applicable R'-AS x_ :::::~~t~~\f O \'41 appiicabl c;o \''1 ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. 60-day break ~eets 28-day specification requirement TECHNICIAN: ROLAND ROOT Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD Profe:on:I i)rvice .Ind stries, Inc. ~~4 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 DISTRICT ~:R Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • ,:hone 619/455-0544 • Fax 619/455-1170 · t .-.~ iiJ 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 November 27, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORf NO.: 059-70202-1032 WCATIONOFPIACEMENT LIGHT POLE BASES (4) AND PLAYTOWN WALKWAY BRIDGE CAISSONS (14) DATEPIACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE,°F CONCRETE TEMPERATURE,°F November 27, 1998 12:20 pm 4 DATE RECEIVED IN LAB November 2 8 , 19 9 8 FIELD DATA SUBMITTED BY PSI\CARLO"S HERNANDEZ MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO./TRUCK NO. 8 7 3 7 2 3 MIX NUMBER AND PROPORTIONS 3 4 3 0 0 4 CEMENT WATER FINE AGGREOATE COARSE AGGREGATE ADMIXTURE; COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY lDENTIFICATIO, ~ AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN:) (SQ.IN.) (PSI) TYPE OF BREAK 18326 A 7 12/04/98 64000 6.00 28.27 2260 Cone 18326 B 28 12/25/98 111000 6.00 28.27 3930 Cone 18326 C 28 12/25/98 110·000 6.00 28.27 3890 Cone SPECIFICATIONS 28 3000 REMARKS: .K_ Cylinders made by PSI representative. Cylinders picked up by PSI .K_ representative. Test results comply with.applicable speclllcatlons. Cylinders made by Architect"s or _ Contractor's representative. Cyllnders dellvered to PSI laboratory. Test.results·do not comply with applicable speclllcations. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ACS~M C6~f TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLEl1ESTED AND MAY NOT BE INDICATIVE OF THE ENTIRDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED. EXCEPT IN FULL. WITHOIYRITIEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEJ:i(C. PSI A-200-4 (4)f R Respectfully submitted, ~natferv/4/"dustries, Inc. DAVID J.()Yi~ 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 "'~iiJ lriformation ~.::11• ®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 24, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OURREPORf N0.:059-70202-1027 LOCATIONOFPLACEMENT MAIN LIGHT POLE BASE FOOTING -MAY POLE FOUNDATION DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 24, 1998 12:25 pm 5 AIR TEMPERATURE,°F 6 7 CONCRETE TEMPERATURE,°F 7 4 DATE RECEIVED IN LAB November 25, 1998 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBMITTED BY PALOMAR TRANSIT MIX SUPPLIER PALOMAR TRANSIT MIX DELIVERY TICKET NO./TRUCK NO. 8 7 3 0 0 7 MIXNUMBERAND PROPORTIONS 343004 CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESUI., TS ASTM C39-94 SPECIMEN _I TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY lDENTIFICATlOI\J AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST (LBS.) (IN.) (SQ.IN.) (PSI) TYPE OF BREAK 18295 A 7 12/01/98 54000 6.00 . 28 .27 1910 Cone 18295 B 28 12/22/98 102000 6. 0.0 28.27 3610 Cone 18295 C 28 12/22/98 101000 6.00 28.27 3570 Cone 18295 D SPECIFICATIONS 28 3000 . REMARKS: K Cylinders made by PSI representative. Cylinders picked up by PSI K representative. X Test results comply with appl!cable spei:lflcations. Cylinders made by Architect's or Contractor's representative. Cyl!nders del!vered to PSI laboratory. Test results do not comply with applicable specifications. TECHNICIAN: FIDENCIO· VIRAMONT~S coNF cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RESUI,TS APPI,Y ONI,YTO THE SPECIFIC SAMPl.1!5:STED AND MAY NOT BE INDICATIVE OFTHJ;; J;;NTIRDNCRl,fJ;; PLACEMENT. REPORTS MAY NOT BJ;; REPRODUCED, EXCEPT IN FUI,I,, WITHOIYRITTEN PERMISSION BY PROFESSIONAi. SERVICJ;; INDUSTRiru.C. PSI A-200-4 (4)F Respectfully submitted, ~"?JJ::-Ules, 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.,.,eiiJinfon:iation ~.:1• ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: DATE: FIELD D.A.TA: MR. DAVID CATTLE LEGOLAN]) ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 23, 1998 PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA OUR REPORT' N0.:059-7 02 02-10 2 6 LOCATIONOFPLACEMENT GEM WASH AREA FOOTINGS -GHOST WELLS UNIT -SAGGING BRIDGE DATE PLACED TIME SLUMP, IN. AIR CONTENT, % November 23, 1998 10:00 am 4 AIR TEMPERATURE,°F 6 9 CONCRETE TEMPERATURE,°F 7 4 DATE RECEIVED IN LAB November 24, 1998 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBMITIED BY SUPERIOR READY MIX SUPPLIER SUPERIOR READY MIX DELIVERYTICKETNO./TRUCK NO. 110481 MIXNUMBERAND PROPORTIONS 86675P CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST LABORATORY IDENTIFICATIO AGE DATE OF NUMBER OR SET NO. (DAYS) TEST 18294 A 7 11/30/98 18294 B 28 12/21/98 18294 C 28 12/21/98 18294 D SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. TOTAL CYLINDER LOAD DIAMETER (LBS.} (IN.) 57000 6.Q0 103000 6. o-o 100000 6.00 Cylinders ptckei:I up .by PSf ~ representative. Cylinders dellver<_!d to PSI laboratocy. C TECHNICIAN: FIDENCIO VIRAMONTES CYLiNDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2020 Cone 28.27 3640 Cone 28.27 3540 Cone 3000 X Test results comply with applicable specifications. Test results do not comply with applicable specifications. NFO cc: LEGOLAND (4), BERNARD BROTHERS, H,O.K., CITY OF CARLSBAD Respectfully submitted, ~~ce dustrles, Inc. THESE TEST RESULTS APPLY ONLY TO THE SPECIFIC SAMPLm:sTED AND MAY NOT BE INDICATIVE OF'THE ENT!llDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, W!THOWRITTEN PERMISSION BY PROFESSIONAL SERVICE !NDUSTRJ851,C. DAVID J. RYAN, RCE 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 · t ,.~•1 Infonnation 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: November 23, 1998 OUR REPORr NO.: 059-70202-1025 FIELD DATA: LOCATION OF PLACEMENT SLAB @ SEMI -CIRCLE @ FOUNTAIN DATE PLACED TIME November 23, 1998 08:3,0 am SUPPLIER NELSON & SLOAN SLUMP, IN. 4 AIR CONTENT, % AIR TEMPERATURE,°F 6 7 CONCRETE TEMPERATURE,°F 7 4 DATE RECEIVED IN LAB November 24, 1998 FIELD DATA SUBMITTED BY PSI\FIDENCIO VIRAMONTES MIX DATA SUBMITTED BY NELSON & SLOAN DELIVERY TICKET NO./TRUCK NO. 4 3 9 3 7 MIX NUMBER AND PROPORTIONS 3 5 5 P CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSION TEST RES UL TS ASTM C39·94 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESS NE LABORATORY IDENTIFICATIO AGE DATE OF LOAD DIAMETER AREA STRENGTH NUMBER OR SET NO. (DAYS) TEST .(LBS.} (IN.) (Sl;J.IN,J (PSI) TYPE OF BREAK 18293 18293 18293 18293 SPECIFICATIONS REMARKS: A 7 11/30/98 B 28 12/21/98 C 28 12/21/98 D 28 _K Cylinders made by PSI repres_entatlve. Cylinders made by Ar'chttect's or _ Contractor's representative. 65000 6.00 90000 6.00 93000 6-. 00 Cylinders picked up by PSI _K representative. Cyllnders deltvered to PSI laboratozy. 28.27 2300 Cone 28.27' 3:180 Cone 28.27 3290 Cone X 3000 Test results comply With appllcable spectftcatlons. Test results do not comply with appttcable spectfti:atlons. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. fi"'~ lly submitted, cc: TECHNICIAN: FIDENCIO VIRAMONTES C LEGO LAND ( 4) , BERNARD BROTHERS , H . 0 . K. , CIT:(· 0:f ~~~Serviy;;z:_._s, Inc. THESE TEi:,, RESULTS APPLY ONLY TO THE SPECIFIC SAMPLB'.ESTED AND MAY NOT BE INDICA1:tVE OF THE ENTJ!ll)NCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHO\YRJTTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEJ&C. PSI A-200-4 (4JF DAVID J. R , RCE DISTRICT · AGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455·0544 • Fax 619/455·1170 ' ·l • .,e •f Information ~..,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE CORE COMPRESSION TESTS TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 (ASTMC-42) PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA DATE: January 18, 1999 OURREPORTNO.:059-70202-1076 TEST RESULTS: CORED DATE: 1/18/98 PSI LAB# 99-0018 As requested, cores were taken from the above referc:dcproJect for compressive strength testing. The tesWts are as follows: CORE IDENTIFICATION S112 S112 Sl13 S113 i Length of Specimen Before Capping 6.00 1.95 ·5 .30 2.70 Length of Specimen After Capping 3.40 2.20 3.40 2.90 Core Diameter (in) 1. 70 1.70 1. 70 1. 70 Length to Diameter Correction Factor ·1.00 .93 1.00 .97 Age of Specimen (days) 34 34 33 33 Direction of Load with Respect to Horizontal Plane of Concrete Placed Parallel Parallel Parallel Parallel Moisture Condition at Testing Dry P:i;-y Dry Dry Nominal Maximum Size of Aggregate (t 1) 1/8" 1/8" · 1/8" 1/8" Maximum Load (lbs) 16609 16500 13800 19500 Cross-Sectional Area of Core (ln) 2.27 2.27 2.27 2.27 Compressive Strength (psi) 7310 6800 6080 8380 Type of Fracture Shear Shear Shear Shear Defects (Specimen or cap) No No No No LOCATION: SOUTH (LENGTH 3.40) (VELOCITY 6000 ft/sec) NORTH (LENGTH 2.20) (VELOCITY 13300 ft/sec) SOUTH (LENGTH 3 .40) (VELOCITY 1240.0 ft/sec) NORTH (LENGTH 2 .90) (VELOCITY 12100. ft/sec) S114 5.80 3.40 1. 70 1.00 32 Parallel Dry 1/8" 18800 2.27 8280 Shear No S112 Sll2 S113 S113. S114 REMARKS: SOUTH (LENGT:H 3. 40) (VELOC:I;',rY 11600 ft/seq) Respectfully Submitted, CASSION BASE PLATE LOCATION CORED HORIZONTALLY cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CifY OF CARLSBAD 'lliESE TEST RESULTS APPLY ONLY TO 'lliE SPECIFIC SAMPLl!llESTED AND MAY NOT BE INDICATIVE OF.OTHER CONCRmETHE SITE. REPOIUS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITI!OWRITIEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIEl!i,C. PSI A-200-30 F ~~ervir 1pYies, Inc. DAVID J. ,':.~ DISTRICT 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 Info"!'l£ltion ~.,,. ®To Build On Engineering • Consulting • Testing REPORT OF CONCRETE COMPRESSION TEST TESTED FOR: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENC!NAS- SUITE l30 CARLSBAD, CA 92008 DATE: December 19, 1998 FIELD DATA: PROJECT:. :·t1: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 'OUR REPORT N0.:059-70202-1060 LOCATION OF PLACEMENT MARCHE GRADE BEAM CADDEb BRA,CE FRAME DATE PLACED TIME SLUMP, IN. AIR CONTENT, % December 19, 1998 11:00 am 4 AIR TEMPERATURE,°F 7 0 CONCRETE TEMPERATURE,°F 6 8 DATE RECEIVED IN:~ December .21, 19 9 8 FIELD DATA SUBMITTED BY PSI\DAN RAMAGE MIX DATA SUBMITTED BY NELSON & SLOAN. SUPPLIER . NELSON & SLOAN DELIVERY TIC.KET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS 552 CEMENT WATER FINE AGGREGATE CQARSE AGGREGATE ADMDm:JRE NOTE· APPIJCABLEASTM STANPARD&Nl FSS 011:JERWISE l~DICATE;I$LIJMP· C143:90_a· ATR CQJ'f[ENJ'· C231~9IfEM~ERATIJijE· Cl064·86f93)· CAJ:PING· C123f~93 LABORATORY NUMBER 18510 18510 18510 18510 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTM C.39-94 SPECIMEN TEST TOTAL CYLINDER CThlNDER COMPRESSIVE IDENTIFICATIO J AGE DATE OF LOAD DIAMETER AREA STRENGTII TYPE OF BREAK ORSETNO. (DAYS) TEST (LBS.) UN.) (SQ.IN.) (PSI) A 7 12/26/98 101.000 6.00 28.27 3570 Cone B 28 01/16/99 125000 6.00 28.27 4420 Cone C 28 01/16/99 123000 6 :oo 28 .-27 4350 Cone D 28 3000 K Cylinders made by PSI representative. Cylinders made by Architect's or Contractor's representative. X. Cylinders picked up by PSI Test results comply with aru,b'ia •s _ representative. ~-A~;:r,;t Oy ~ ,\l i Cylinders delivered to PSriaboratoiy. V ~'lbr.l~tf~catlons. ALL CYLINDERS' CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: DAN RAMAGE Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD </i:]'l· i_,.,,,.. ___ _ TI!ESE TEST RESULTS APPLY ONLY TO TIIE SPECIFIC SAMPLl!l'ESTED AND 'l,)AY NOT BE INDICATIVE OF THE ENTIIIDNCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL. WITHOWRITIEN PERMISSION BY PROFESSIONAL SERVICE lNDUSfRIEl!l;C. PSI A-200-4 (4)F DAVID J. AN, RCE DISTRICT MANAGER Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • .f'hone 619/455-0544. Fax 619/455-1170 l •J Inf01mation ~ • .. To Build On Engin';ering • Consulting • Testing Page_1_of_ INSPECTION REPORT CLIENT l§ad~ ~t&,-fes DAT._E __ \_-_5-"-. _-_9 ........ 8=---·- Architect Engineer Contractor INSPECTION ~SAMPLING _OSHPD _·_ concrete Cylinders __ OSA __ Cement __ Specialty __ Mortar Samples __ Mechanical __ Grout Samples __ Electrical __ Masonry Prisms ~ofing __ Masonry Block · Concrete __ Fireproofing __ Masonry __ Units (block or brick) __ struct Steel __ Asphalt Concrete __ Prestress Cone __ Roofing __ Pile Driving __ Refnf. Steel __ Fireproofing __ Steel __ Waterproofing ___ · H.S. Bolts __ Non-Destructive __ Tendon (PT Strands) __ Soils Technician __ Other __ Batch Plant __ Other __ Bolt Pull-Out __ Other REMARKS %y. -- -- --· -·--- -- -- --.. ------ ---- -- PROJECT (Name)· L~larcL. Jhe/tlle ~..(2,.,f (Address) _________ _ Ov,-rlsW ; Cp-.. REPORT NO. 6Sc=-t -70 zoz.-/Dt , Building Permit No. Plan File No. I Govt. Contract No. 7 7 OSA or OSHPD # . I Other MATERIAL DESCRIPTION INSPECTION CHECKLIST _· Rinf.: Rebar . /4an&Specs ~ _ Rini.: W.W.F. _ Clearances __:__~:Tendons .. _ Positions _ Cone.: Mix #/psi 6s:;z. _Sizes ~one.: Mix #/psi ?r/2(20'j _Laps __ Cone.: Mix #/psi . _ Future Continuity~ ..,0,--: _ Grout: Mix #/psi Vconsolidation 0 .: · _ Mortar: Type/psi .-Mortar Batching _ Units: Block _ Electrode Storag!;! _ Units: Brick _ Torque Applied _Steel _. H.S. Bolts. _. _ Metal Decking _ Electrodes _ Fireproofing _ Other ... _ Corrective action required __ _ Corrections completed /--5 -CfCj C1V) .<7k 0ded ·J . . I hY Ardery &2lm~1(;.(;k {lg/yr 'Tq/ec &m/::.._ & h cxz7<). /4ced 300D c?51' I . . de-<21/4'Y 9£? fi!IIJ!/kcs Pm0 W2 /.ardc S'ffu:-?t;re:: qye.q_s I CERTIFICATION OF COMPLIANCE: To the best of our knowlec:lge, 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 PSl-8-900-170(2) -~-CERT. NO·-----=-==c..==--=---------- DATE __ ---<--/_.-...:..5.::..--_9'-8"----'-. _____ _ EsGil Corporation 1.n. Partnersliip 'lllitli (jov~m~n.t for: tJJuilain.g Safetg DATE: 7 / 15/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS: Legoland SET:VIII PROJECT NAME: Funtown-Buildi:ngs,. See "Comments" below. 0 APPLICANT ~ ~Evi·EwER D FILE [XI The plans transmitted herewith have been corrected where necessary 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. D · The check list transmitted herewith is for your information. The plans ~re being held at Esgil Corporation until corrected plans are submitted for recheck. D The applicant's copy ofthe check list-is ehclosed 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. [XI Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Gina (,J. H) Telephone·#: 760 804-8355 X149 Date contacted:il (t~}q ~ (by:~ ) Fax #: Mail Telephcme/ Fax In Person [XI REMARKS: Building$ -Cart Maintenancer S·. Hamburger and Asian Restaurants, Marche' Restaurant, Cool Cafe, and Brick Brothers/Explorers Institute Only. By: Eric Jensen Esgil Corporation OGA DCM Enclosures: D EJ D PC 7/9/98 tmsmtl.dot 9320 Chesapeake Drive, Suite zos + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 DATE: 1/26/98 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS: Legoland EsGil Corpora·tion Professionaf {Pftm !l(e.view 'Engin.e.e.rs SET:8 PROJECT NAME: Funtown Electrical -Recheck #1 D APPLICANT ~ D~EVIEWER D FILE D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's bu}lding 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. IS] 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. IS] Esgil Corporation staff did advise the applicant that the plari check has been completed. Person contacted: Christopher Rooney Date contacted: , /2 ~ {'t S-(by: f+-;c) Mail Telephone Fax./ In Person D REMARKS: Sy: Eric Jensen Esgil Corporation Enclosures: D GA O CM .D EJ O PC 1/15/98 Telephone #: Fax #: 310 453-2052 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ~ _,,. + ELECTRICAL PLAN REVIEW + 1993 NEC + JURISDICTION: Carlsbad DATE: 11/24/97 + PLAN REVIEW NUMBER: 97-2027 Initial Electrical for "Funtown" + PLAN REVIEWER: Eric Jensen . ' + This plan check is for the buildings, helicopter ride, and the boating school .ride in "Funtown". It does not include the vault (pump equipment) or·"fire engine show" electrical plans. + A complete set was not resubmitted. Final ·set to have all sheets,and wet signature or to he slip sheeted prior to. approval. 3. Why isn't the emergency generator system "G4" shown on the single line diagram on sheet E501? Evidentily I have a dated copy of the "Parkwide Loop". (10-28-97) Please supply an undated revision. My copy shows 'G-3 and G-4 at substation 5 & 6. 4. Change the feeder schedule on E503, feeder (1) to accurately reffect the correct substation. Funtown South has a .3,000 ampere <>vercurrent device, Parkwide shows a 1,600 ampere. See ( 1) above. 12. Earlier Correction The audio system is. included with some of the lands. The City of Carlsbad adoptive ordinance section 18.12.090 exempts: " .... operation of signals or the transmission of intelligence where such equipment operates at a voltage not exceeding 25 volts and does not include equipment capable of generating more than one hundred watts of energy. Carefully review this ordinance and submit a summary of inclusion or exclusion of the audio system into the design/permit process. Pending specifications submittal. 13. Earlier Correction: Provide "typical" details for the site lighting: Include the conduit type, fixture support, burial depth, and conductor type. Request for sheet number. Typical Sheet F135 E103 but would also include all sheets showing the remainder of the "Funtown site" lighting (not included with this set). nTypical details" may be provided showing the above requested information or individual fixture cut sheets with details may be provided. 14. Earlier Correction: AH vaults should include the following information: an electrical wiring design, power dis·connect method, a description of power to the vault (phases, voltages, number of different electrical systems), grounding and bonding details, and the method of conduit sealing at the vaults. The vaults referred to are the equipment vaults for the various water features. The plans are included with the architectural plans and appear to be supplied by the water feature equipment supplier. 15. Provide installation/listing instructions for the audio system applicability of use in and/or near water and/or near/in pools. .__,...... --.. 27. Detail the exitway illumination fo'r the cool cafe. Does one wallpak provide 1 ft/cndle at floor level? Exitway illumination is required to be provided to "a public way". 28. Detail the installation of neon lighting: the tube supports, .height of tubing, the electrode termination, the secondary conductor physical protection, and the following transformer details: location, disconnect, and overcurrent protection. (Cool Cafe) (If all "neon" is actually "faux" neon, note so on the plans) Note on the plans that Neon is to be under a separate permit. 29. "Cool Cafe" kitchen power plan is missing. _Continued. 34. Detail the exitway illumination for the Explorers' Inst.. a_nd the Brick Br.others' .. Not added to. plans. 36. Detail the charging system shown for Mini-Driving school. The number of chargers, current draw, and the manufacturers required ventilation for the charging room. (If other rides have battery chargers, such as the boat ride, detail·the charger installation in these areas also) Provide specifications. 39. Address the following concerns for the "Helicopter Ride": I could not find the sheet from an eariler plan check showing· multiple panels and di$tribution boards· suppling power to the various items on the ride. The following two correctio·ns ( a.& b and 40) require clarifcation for this ride. Show a common (electrically) disconnecting location. · A) Disconnecting Means b) Grounding electrode system connected to all power sullies.and 40. The lighting and power for the ride are supplied by the "Marche" distribution switchboard ( RPF, ORF) and also by the equipment room electrical system (DH and DPH). How is power to the ride turned off in a "grouped location? How is the difference in potential between the Marche and equipment systems buildings eliminated? The non-motor control center power to this ride is not included with this set. Why not? Note: Ride design/inspection is a "City to Project Coordinator Issue 41. The lighting design and receptacle outlet layout for the "boating school" does not comply with code pool layout standards. Review-this ride for applicability of Article 680 in the National Electrical Code and design accordingly. (Sheet notes· detail installation to pool standards, ride layout of fixtures and receptacle outlets does not) Pending resolution with City. 43. The "structure" shown for the boat ride ·(not the 2 maintenance buildings)--show it's grounding electrode system and a common (grounding) connection for all supplied power to the building. What happened to the "structure"? _ New. Building disconnect, grounding, and emergency exitway illumination for the "Fire Engine Show". t I EsGil Corporation Professional Plan ~view 'Engineers 'DATE: November 26, 1997 . JURISDICTION: Carlsbad PLAN CHECK /9,~-2027 PROJECT-ADDRESS: LEGOLAND I \ PROJECT NAME: Dupl' Village . SET:VI tl ~PLICANT f2'JURIS . Cl PLAN REVIEWER Cl FILE D The plans transmitted herewith have been corr!:)cted where necessary and substantially comply with the jurisdiction's ~uilding codes. [:8J The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies· identified below are resolved and checked by bLJilding 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. (g] Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Bill Pridgen· Telephone#: appt. Date contacted: 11/26/97 (by: kc) Fax #: Mail T~!ephone Fax In Person ~ REMARKS: 1. Each sheet of the plans· must be· signed/sealed by the architect. Notes: A Plans hand-carried by applicant. B. Only the following structures are to be permitted: Corner Shop/Magic Studio (South Complex), Public Toilet/Pasta Patch Restaurant (Pasta Patch Complex), Maintenance Building (Safari Rioe), Maintehance Building (Fairy Tale Brooks) and Brick Play Pavilion/Train Storage (Duplo Playtown). C. The hood systems are not a part of this permit. D. The only electrical plans part of this permit are for the underground feeders. By: Kurt Culver Esgil Corporation 0 GA O CM D EJ O PC log . Enclosures: trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, Califort1ia 92123 + (619) 560-1468 + Fax (619) 560-1576 1.':/ ,. E·sGil Corporation Profession.a( Pum $!vie.w·'Enginee,rs DATE: 11/25/97 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027· SET:I PROJECT ADDRESS: Legoland PROJECT NAME: Funtown -Electrical D APPLICANT ~ 't:J·~VIEWER D FILE D The plans transmitted herewith have been corrected where.necessary 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 buHding department staff. D The plans transmitted herewith have significant defi.ciencies identified on the enclosed check list and should be corrected and resubmitted for ~ 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 fhe check list is enclosed for the jurisdiction to forward to the applicant contact person. r:gj The applicant's copy of the check list has been sent to: faxed to Kyoko Adachi w/HOK Architecture D Esgil Corporation staff did not advise the applicant that the plan check has been completed. r:gj Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: Date contacted: ,, /z.S/c1,-(by:~y) Fax #: 310 453-2052 Mail Telephone Fax v-In Person D REMARKS: By: Eric Jensen Esgil Corporation 0 GA O CM O EJ O PC Enclosures: 11/13/97 trnsmtl.dot 9320 Chesapeake Drive, 'Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 '', + ELECTRICAL PLAN REVIEW + 1993 Nl;C + JURISDICTION: Carlsbad DATE: 1"1/24/97 + PLAN REVIEW NUMBER: 97-2027 Initial Electrical for "Funtown" + PLAN REVIEWER: Eric Jensen • + This plan check is for the buildings, helic_opter ride, and the boating school ride in "Funtown". It does not include the vault (pump equipment) or "fire engine show" electrical plans. 1. Sheet E501 shows "DPH" to SS5, Sheet J::503 shows it to SS6. 2. Complete the description of SS6 oi1 sheet E501, load, grounding/oonding, AIC. 3. Why isn't the emergency generator system "G4" shown on the single line diagram on sheet E501? 4. Change the feeder schedule on E503, feeder (1) to accurately reflect the correct substation. 5. What's the correct feeder sizing for "DPH", the one shown on E501 or the one shown on E503? 6. Include the following specifications on the single line diagram when utilizing a four pole ATS: The grounding electrode, condu.ctor size, and the neutral bond at the generator (NEC250-26) and both required signs installed at the service. NEC 700..a8(a&b) 7. Parking lot lighting would normally not be considered an "emergency load". Please show compliance with NEC Article 700, Scope, and 700-9, Wiring. 8. Describe on the single line diagram what is going to be used as the transformer(s) grounding electrode for all transformers. NEC 250-26(c) 9. What is panelboard "EPLP1" size (in amperes)? 1 0. How is overcurrent protection provided for transformer "TPL"? 11. The grounding details are missing cold water bonds throughout (All distribution boards). "DPFN" grounding conductor is undersized for the cold water bond. "Typical" grounding details on E601 are hot building specific, many of the building(s) steel frames and cold water systems would be undersized if they used this chart. 12. Earlier Correction The audio system is included with some of the lands. The City of Carlsbad adoptive ordinance section 18.12.090 exempts: " .... operation of signals or the ' . . transmission of intelligence where such equipment operates at a voltage not exceeding 25 volts and does not include equipment capable of generating more than one hundred watts of energy. Carefully review this ordinance and submit a summary of inclusion or exclusion of the audio system into the design/permit process. 13. Earlier Correction: Provide "typical" details for the site lighting: Include the conduit type, fixture support, burial depth, and conductor type. 14. Earlier Correction: All vaults should include the following information: an electrical wiring design, power disconnect method, a description of power to the vault (phases, voltages, number of different electrical systems), grounding and bonding details, and the method of conduit sealing at the vaults. 15. Provide installation/listing instructions for the audio system applicability of use in and/or near water and/or near/in pools. 16. Include a grounding detail and reference to (detail) 601 for all panelbaards on the single line diagram(s) that-require a "building grounding system". 17. Why are the plans so inconsistent with their grounding details? The food cart maintenance building shows a ground ring, supplemented with.ground rods and references a ground terminal: the hamburger stand and Asian food stand show absolute no grounding details, not on the single line, and not on the floorplans? 18. The "Parkwide Loop" single line diagram shows ground fault protection for the "cluster" feeders. Detail the bonding. method at the (load) end of the substation low voltage feeders to insure that the bond will" not affect the (service) ground fault protection. 19. Emergency panel EPF4 for the Marche' does not show up on any single line diagram. 20. Detail the disconnects for the roof on E204. They are shown fed by a different distribution board than is supplying the building. Detail (grouped) building disconnecting means and grounding/bonding ·details if this is the case. · 21. Include the emergency system panelboard on the Marthe' building grounding system detail. 22. The following panelboards are missing from the Marche' floorplans: LP1 M, AP3M, AP4M, and AP5M. 23. How is exitway illumination provided in the "Marche" seating area? 24. Specifically detail on both the architectural and electrical plans the closest distance permitted for the door edge from distribution panel "DPFN". 25. Include the emergency system panelboard on the Cool Cafe building grounding system detail. 26. Panelboards "AF1 F" .and "LF1 F" are incorrectly identified on either the single line diagram or the floorplan. 27. Detail the exitway illumination for the cool cafe. 28. Detail the installation of neon lighting: the tube supports, height-of tubing, the electrode termination, the secondary conductor physical protection, and the following transformer details: location, disconnect, and overcurrent protection. (Cool Cafe) (If all "neon" is actually "faux" neon, note so on the plans) 29. "Cool Cafe" kitchen power plan is missing. 30. The grounding system detail fot the North .Complex does not include the electrical system, normal power or emergency power. 31. Include the emergency system panelboard for the Brick Brothers on the.building grounding system detail. 32. Specifically detail on both the architectural and electrical plans the closest distance permitted for the door edge from distribution panel "DPBB". 33. Provide a detail for the required building disconnecting means signage to be posted at the main disconnect: Buildihg Disconnecting Means_ of_. wherever multiple feeds (including emergency) supply a building. (All buildings) 34. Detail the exitway illumination for the Explorers' Inst .. and the Brick Brothers' .. 35. Include a grounding/bonding system for panelboard "PMD". 36. Detail the charging system shown for Mini-Driving school. The number of chargers, current draw, and the manufacturers required ventilation for the charging room. (If other rides have battery chargers, such as the boat ride, detail the charger installation in these areas also) 37. Include the "Helicopter Ride" metal structure grounding (electrode) system on the plans. 38. Where is transformer "TFL" located? 39. Address the following concerns for the "Helicopter Ride": a) Disconnecting Me~ns b) Grounding electrode system connected to all power sullies. 40. The lighting and power for the ride are supplied by the "Marche" distribution switchboard ( RPF, ORF) and also by the equipment room electrical system (DH and DPH). How is power to the ride turned off in a "grouped location? How is the difference in potential between the Marche and equipment systems buildings eliminated? 41. The lighting design and receptacle outlet layout for the "boating school" does not comply with code pool layout standards. Review this ride for applicability of Article 680 in the National Electrical Code and design accotdingly. (Sheet notes detail installation to pool standards, ride layout of fixtures and receptacle outlets does not) 42. Show the grounding/bonding detail ar:id building shut-off method for the Gazebo. 43. The "structure" shownfo.r the boat ride (not the 2 maintenance buildings)--show it's grounding electrode system and a common (grounding) connection for all supplied power to the building. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (6.19) 560-1468. To _speed the review process, note on this list ( or a copy) where the corrected items have. been addressed on the plans . .. , \ JURISDICTION: Carlsbad PREPARED BY: Eric Jensen VALUATION AND PLAN CHECK FEE PLAN CHECK NO.: 97-2027 DATE: 11/25/97 BUILDING ADDRESS: Legoland BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION BUILDING AREA VALUATION VALUE (ft. 2) MULTIPLIER . ($) Site lighting, boat · 10 hours plan .check $871.50 ride, helicopter ride (@. $87 .15/hour .. The buildings electrical plan check is included with the building permit plan check fee . . Air Conditioning . Fire Sprinklers TOTAL VALUE D 199 UBC Building Permit Fee . D Bldg, Permit Fee by ordinance: $ D 199 UBC Plan Check Fee x Plan Check Fee by on;:linance: $ Type of Review: D Complete Review D Structural Only x Hourly D Repetitive Fee Applicable Comments: x Other: electrical Esgil Plan Review Fee: $ 871.50 Sheet 2 of 3 niacvalue.doc 5196 -_ .... ' ... . ' . : : ' ~· .. ,. . -! ... ' _'. "j,. -: '·, • ·~ >,' ', : ~-: : ' • ' '. ;~ '.,..--~ -;': # .... ' ~, ·-, ···,,· . -_, ' ':-· . -, . -. ,, --.... :,l :-r: ·-,.~'-:. r! ; __ -.~ ~----,- ( . . \,:; --;_.:: ·a~· ·:c; _.-\/ .. _·\:·_ Es.Gif,:~·c,rp·or~tl9n:.:: - . . . • .. '; ! Pr4~siondPfun-~vi~W 'EngirJ~ri ._. · · _ .· :· -'::: > • -,. ~':: • _.,.. _., • , DATE: November 14; -1997" JUR,ISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS: LEGOLAND PROJECT NAME: Flintown. SET:VII "C:f~PPllCANr·· Ul,.JURIS ... · . ;;' -. . D PLAN REVIEWER D FILE ~ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's buil?ing codes .. NOTE: Plans hand-carried _by ~pplicant. 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. D The check list transmitted herewith is for your information. The plans are being held at Es9il Corporation until corrected plans are submitted forrecheck. D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the. applicant that the plan check has been completed. Person contacted: Chris Rooney Date contacted: 11/14/97 · (by: kc) Mail Telephone Fax in Person Telephone #: appt. . . Fax#: ~ REMARKS: ·1.· The des.igner made numerous inked-in notes on the plans transmitted herewith. Please verify that those same notes are transferred to all applicable permitted sets of plans. 2. The following buildings are included as part of the permit request: Food Stand South, Marche RestauranUStaff Canteen/Terrace, Guest Toilet, Cool Cafe/Factory Tour, Queue Structure (at North Complex), Baby Care, Explorer's Institute/Brick Brothers, Play Pavilion, Food Cart Maintenance, Mini Driving School, Recharging Building (at Mini Driving School), Canopy (at Mini Driving School), Maintenance Building (at Driving School), Cont_rol Room (at Driving School), Canopy (at Driving School), Maintenance Building (at Helicopter Ride), Queue Structure (at Helicopter Ride), Boating School, Recharging Building (at Boating School), Queue Structure (at Boating School), Maintenance Building (at Boating School), Load/Unload Structure (at Boating School) and Pump Vault. · By: Kurt Culver Esgi! Corporation . D GA D CM . D EJ D PC l;:nclosures: log trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 EsGil Corporation Professional !Rfatt !l{.t.Vie.w ':E-nginee.rs DATE: November 14, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS\ LEGOLAND PROJECT NAME: Du~lo Village . \ SET:V 0 APPLICANT 13--JURI$) ~CAN REVIEWER 0 FILE D The plans transmit~d herewith have been corrected where necessary and substantially comply with the jurisdictiort\ building codes. . D The plans transmitt~d herewith will substantially comply with the jurisdiction's building codes when minor deficie~cies 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. IZ] 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 Kyoko Adachi w/ HOK Architects D Esgil Corporation staff.did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: (310) 453-0100 Date contacted: I, 11'-119?--(by: f-A~ Fax #: -2052 Mail Telephone Faxv In Person D REMARKS: By: Kurt Culver Esgil Corporation 0 GA D CM O EJ D PC Enclosures: 11/4/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 \ " i / Carlsbad 97-2027 V November 14, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGOLAND DATE PLAN RECEIVED BY ESGIL CORPORATION: 11/4/97 REVIEWED BY: Kurt Culver FOREWORD (PL~ASE READ): PLAN CHECK NO.: 97-Z027 SET: V DATE RECHECK COMPLETED:· November 14, 1997 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 disabled access. This plan review is based on regulations enforceq by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed 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 permit the violation of any state, county or city law. A. Please make all corrections on the original tracings and submit THREE new sets of prints to: ESGIL CORPORATION. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correcti<>n on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstanding corrections. Please contact me if you have any questions regarding these items. D. 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 on the plans. Have changes been made not resulting from this· list? OYes ONo ,,. \ \ / Carlsbad 97-2027 V November 14, 1997 11. The plans still ·don't show the assumed property line dimensions for the proposed buildings. Additionally, the transmittal sheet from Kyoko Adachi identified three maintenance building proposed. The previous plan submittal only showed two such buildings. Please clarify. 80. See below for outstanding PME corrections. If you have any questions, please contact Kurt Culver of Esgil Corporation at (619) 560-1468. Thank you. + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek * The following are general corrections thc;1.t apply to all buildings. Other specific corrections for each building will follow the general ~ist. 2. The City of Carlsbad to review evidence of Health Department approval (for restaurants). 3. Each sheet of the plans must be signed by the licensed designer, including each detail sheet. . • GENERAL PLUMBING (1994 UNIFORM PLUMBING ·CODE) 5. City to review the Site Water line plans and sizing calculations. • GENERAL MECHANICAL (1994 UNIFORM MECHANICAL CODE) 15. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II as per the following: A. Provide the UL listing card showing the exhaust sizing requirements used for this hood. B. Provide exhaust sizing calculations for kitchen hoods. UMC, Section 508.7 C. Provide grease duct air velocity ca.!culations. Minimum 1,500 fpm and maximum 2,500 fpm. UMC, Section 507.8 D. Each room provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and Carlsbad 97-2027 V November 14, 1997 . make-up air systems shall be connected by an electrical interlocking switch. UMC, Section A02.4 E. Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC, Sections 507.6, and 508.4.1 F. Detail grease duct discharge clearances as per UMC, Section 507.11, (Minimum of 10 ~eet from parapet wall and air intake of HVAC unit.) G. The fire-rated grease duct and/or hood enc;losures must extend from the point of penetration of the ceiling up to the roofing: The ceiling or hood enclosure must be over the hood. UMC, Sections 507.6, 508.4, and 508.4.1 H. The _fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC, Section 507.6 I. Cle~rly show the material usec:I to construct the hood and exhaust duct. UMC, Sections 508.2 & 507.3 J. An exhaust outlet within the hood shall be so located as to optimize the capture of particulate mater. Each outlet shall serve not more than 12 foot section of hood. UMC, Section 508.9. K. A complete kitchen hood system plan review will be done when complete hood system plans, details, and calculations are provided. 16. A complete mechanical plan review will be done when the complete, corrected mechani(?al pl.ans and calculations are provided. • Gl:NERAL ENERGY CONSERVATION 18. Provide plans, calculations and worksheets to show compliance with current energy standards for each of the heated or cooled buildings. Provide complete energy design packages for each of the conditioned buildings. Provide energy packages for the South Complex, and Pasta Patch Complex. Complete the Conditioned floor areas on all the .MECH-1 forms. 19. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. 24. The completed and signed ENV-1, and MECH-1 forms must be imprinted on the plans for each of the tleated or cooled buildings. Use the new forms, not the January 1995 forms, to be signed by both the Documentation Authors and the Principal Designers. Carlsbad 97-2027 V November 14, 1997 • THE DUPLO RETAIL, RESTROOMS, MAGIC THEATER, &·PASTA PATCH, PLUMBING 59. On the Architectural plans correct the shower design in Shower# 113 on sheet D221 00 A252. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access. UPC Section 410.3 ·Also drain must be 6 inches maximum from rear shower stall wall in wheelchair accessible showers. • THE DUPLO RETAIL, RESTROOMS, MAGIC THEATER, & PASTA PATCH, MECHANICAL 63. Provide-complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II. No F series hood drawings in the plan package. 64. Provide the installation data for the proposed wood burning pizza oven. On the plans provide construction plans and details installation of the proposed wood burning pizza oven. UMC, Section 302.2 • THE FAIRY TALE BROOK MECHANICAL BUILDING, PLUMBING 67. Provide the required traps and vents for the floor drain and backwash standpipe fixtures connected to the sanitary sewer. See note in detail D on sneet D-321- . 00-W306 and sheetD-321-00.-W305, (as per Civil Engineer). Provide details of trap and vent. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy 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 PLAN REVIEW + PLAN REVIEWER: Eric Jensen + Duplo Village --"foundation for buildings only plan check". This plan check does not include site iightirig, building electrical, and feature electrical. I. If any of the features are considdered "pools",. the electrical feeders shown on sheet D100 00 E101 should be kept a minimum.of 5' from the "pool" ( stepping stones, Duplo Zoo, etc.) NEC 680-10 Note: If you have. any questions regarding this electrical plan review list please contact 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. "' ,. EsG-U Corporation ;frofessiona! Pfarr. ~view 'Enfjineers DATE: J'!ovember 4, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS: LEGOLAND PROJECT NAME: Funtown SET:VI D APPLI NT . R VIEWER D FILE D The plans transmitted herewith have _been corrected where necessary 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 chec_ked by building department staff. · D The plans transmitted herewith have significant deficiencies identified on the endosed check list and should be corrected and resubmitted for a complete recheck. [:gl 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. [:gl The applicant's copy of the check list has been seht to: faxed to Kyoko Adachi w/HOK D Esgil Corporation ·staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise th~:, appli~:~0t _t~at the plan check has been completed. Person contacted:· Kyoko Adachi ·;., ·· · .•::-,..;,;.·.Telephone#: (310) 453-0100 Date contacted: 11 I 'f(11 (by: ~)Q Fax #: -2052 Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation 0 GA O CM D EJ D PC Enclosures: 10/24/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 +_. San Diego, California 92123 + (619) 5.60-1468 + Fax (619) 560-1576 J Carlsbad 97-2027 VI November 4, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGOLAND DATE PLAN RECEIVED BY ESGIL CORPORATION: 1,0/24/97 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NQ.: 97-2027 SET: VI DAT!= RECHE:GK COMPLEtED: November 4, 1 ~97 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering· Department or other departments. The following items listed 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 permit the violation of any state, county or city law. A. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad·, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. . 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619} 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire. Departments. , :,ftft",.-. -· -:;; ... -'{•, ~.:--~\/~:£::"'~~-'" NOTE: Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments 1,mtil review by EsGil Corporation is complete. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The foliowing items have not been resolved from the previous plan re~iews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. Please indicate here if any changes have peen made to th~ 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 on the plans. Haye changes been made not resul!ing from this list? DYes ' DNo Carlsbad 97-2027 VI · November 4, 1997 11. A No dimensions are shown on the plans to indicate the distance from each building to the assumed property lines. Once those dimensions are shown, please che.ck to ensure all Code-required provisions for wall & openiri.g protection are satisfied. - 8. In the architect's response package to the corrections, a list of all buildings under this permit was included. Some discrepancies occur, with respect to this list and the overall permit request list given in September: (1) The recent list identifies the following facilities which weren't identified ·in the previous request list: Staff Canteen, Terrace Shade, Queue Structure at North Complex, Lego Play Pavilion Playhouse,-Helicopter Queue Tent, Boating Queue T~nt, and Load/Unload Deck at Boat Ride. If these facilities are now to be under this permit; please explain why they weren't in the previous Jist. ADDITIONALLY,. indicate which sheets of the plans show these facilities (i.e., list page numbers for each separate facility). (2) In t~e previous request list, the following facilities were identified and yet don't seem to be in the current request list: Control Room (357 square feet) and Food Stand (42'0 square feet). Please clarify if they're intended in this permit, and if so, their names in the current permit list. 80. A Esgil Corporation did not receive any revised electrical plans or responses to corrections. 8. Regarcling. the plumbing and mechanic~! corrections: + P'-UMBING, MECHANiCAL ANO ENERGY CORRECTIONS ..• FUNTOWN ONL y ,::: -··. --" + PLAN REVIEWER: Glen Adamek * The following are general corrections that ap,ply to all buildings. Other specific correcth;ms for each building will follow the_general list. · 2. The City of Carlsbad to review evidence of Health Department approval (for restaurants). · · · 3. Each sheet of the plans must be signed by the licensed designer, inclu9ing each detai I sheet. - ~ ~~ . ; ~. '.: ,, . _,:, .,, · .. J Carlsbad 97-2027 VI November 4, 1997 4. The plans seem to be incomplete. A complete plans review will be done when the complete plans and calculations are provided. • Gl:NERAL PLUMBING (1994 UNIFORM PLUMBING CODE) 5. City to review the Site water line plans and sizing calculations. . • GENERAL MECHANICAL (1994 UNIFORM 'MECHANICAL CODE) 15. Provide complete -kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II as per the following: A Provide the UL listing card showing the exhaust sizing requirements used for this hood. 8. Provide exhaust sizing calculations for kitchen hoods. UMC, Section 508.7 C. Prqvide grease duct air velocity calcul·ations. Minimum 1,500 fpm and maximum 2,500 fpm. l.)MC, Section 507.8 · D. Each room provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted.· The exhaust and make-up air systems shall be connected by an electrical .interlocking switch. UMC, Section 402.4 . . . E. Provide construction details of required .fire rated grease duct enclosure and hood enclosure. UMC, Sections 507.6, and 508.4.1 F. Detail grease duct discharge clearances as per UMC, Section 507. t1, (Minimum of 10 feet from parapet wall and a'ir intake of HVAC unit.) G. The fire-rated grease duct and/or hood enclosures must extend from the point of penetration of the ceiling .up.to the roofing. The ceiling or hood enclosure must be over the hood. UMC, Sections 507.6, 508.4, and 508.4.1 H. The fire-rated grease duct. :enclosures must be sealed around the duct at the point of penetration ofthi/ceiling. UMC, Section 507.6 . I. Clearly show the material used to. construct the hood and exhaust duct. UMC, Sections 508.2 & 507.3. J. An exhaust outlet within the hood shall be so located as to optimize the capture of particulate mater: Each outlet $hall serve not more than 12 foot section of hood. UMC, Section 508.9. · K. A complete kitchen hood system plah review will be done when complete hood system plans, details, and calculations are provided. 16. A complete mechanical plan review will be done when the complete, corrected mechanical plans and calculations are provided. . . . , ~.:fT~!:~~:~. ~~:;_s_;:z;~A~:~~~i1~~~s;--~~t~~f:Sj~~.,.:~!~~~~-:.rit7:'·IfJ14--!~F~~~-~-:~t4~~~~~-•r~;it;r.~~~~?~~$T.:\J1f.""f"~-Z.~~1.~~-~t~~;~1:.\t-½!.,."Z''.~sR-r~;-;tt·t:EW-~'£':?:~!bir.:-"':r:::";:-·:~~: - Carlsbad 97-2027 VI November 4, 1.997 • . GENERAL .ENERGY CONSERVATION 18. Provide plans., calculations and worksheets to show compliance with current energy standards for each of the heated or cooled buildings: Provide colT!plet~ energy design packages for each of the conditioned buildings. No energy ... packages for the Food· Cart Maintenance Building~ North Food Stand; and South Food Stand·. Complete the Conditioned floQr areas on all the MECH-1 forms. · 19. On the plans clearly $how the wall and roof insulation locations, thickness, and R-values, as per the energy design. On what sheet for each conditioned building? 24. The completed and signed ENV-1, and MECH-1 forms must be imprinted on the plans .fat each of the heated or cooled buildings. Use the new forms, not the January 1995 forms, to be signed by both the Documentation Authors and the Principal Designers. • THE MARCHE COMPLEX, PLUMBING 72. On the Architectural plans correct the shower design in Shower# 120. Detail shower drain 48 inches minimum from threshold at entry .into the shower stall for wheel chair access.· UPC Section 410.3 • THE MARCHE COMPLEX, MECHANICAL 7 4. Provide complete kitchen hood plans, details,· and calculations to show compliance with UMC, Chapter 5, Part II Provide the KE. drawings. No F series hood drawings in the plan package. 76. What is. '1" AL'? Shown on shset F236-00-M202 over the Canteen Seating #105 and Servery #132. (On the plan~ in the Legend or Abbreviations st}ow the '1" AL~ is 1 inch thick acousti<fWnir,1g within ductwork.) • .·· ;'-• ·,~$.-,,. ..,, . • THE NORTH COMPLEX, MECHANICAL 86. What is '1" AL'? Shown on sheet F236-00-M202 over the Factory Tour #104 and Baby Care #117. (On the plans in .the Legend or Abbreviations show the '1'; AL' is 1 inch thick acoustic lining within ductwork.) . . • THE BRICK BROTHERS AND EXPLORERS, ·MECHANICAL 89. What ·is '1" Al'? Shown on sheet F236-00;-M202 over the Brick Brothers. (On the plans in the Legend or Abbreviations show the '1" AL' is 1 inch thick acoustic lining within ductwork.) . ' ' . . ,",,~:;~::~~."t~:.~~~)~~~~:;*,'~~;/j';.:;1!~Z7!:"'f.T~~~:l!flfffeifF::1f.f~~~-~:~fum~1.~~-:;.!,~k~~~~Af,~~!(~ ~21%;~~f-?tr~,;·,tH;~t~~::-f:·JJ ... i,~~~rt-?f ... ~;;_-t~~;~*¼..1~~~11i!,\;;\1:1:!.¥.~li116~~ ·;,~~~~t?~--::--:;:.-.. ' Carlsbad 97-2027 VI November 4, 1997 • THE FUNTOWN NORTH & SOUTH FOOD STANDS, MECHANICAL 94. Provide comp_lete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II Provide the KE. drawings. No F series hood drawings in the plan package. • THE MINI DRIVING SCHOOL, MECHANICAL 104. Provide the Cut She.ets and listing data on the proposed "sealed type batteries" showing no gases are emitted when the batteri·es are charged. Provide mechanical ventilation in Recharging Station #X103. If battery recharging detail the required ventilation. Nl;:C·, UMC, & USC, Chapter 12 • THE DRIVING SCHOOL, MECHANICAL 106. No ventilation of the Covered Video Instruction Room #102 shown. Provide mechanical ventilation in all· rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. USC, Section 1202.2.1 The building plans are not in the plan package, Sheet F336 41 A2os·detail 1 shows the Covered Video Instruction Room #X102 to have walls and doors. Note: If you 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. ) . . . .. ;~r-_~;;1·:-i;--:;~-:..-~~\ ~~~·~~~t~;~-d~~~)~;"'T~¾-\:-'..~~~-*' <-"-·dk1~,:;,.f J~t]~~~~ ... r.·1:f:J,~f1,(t~~~(;1 ~S'•~';!~/'i~l .. ~?;JP;-}f$,1.;~~~1:,t:P·~i~-~~~~TT~~~~.:f.~~~~~J;~~i?~'~1t-:"r.ti~~tfy_pf\~;;~'.:$-: .. ~ · ..... ·: ~,: .. ~ ,t DATE: October 20, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 :E·,sGil Corpord.tion· Professi_onaf Pfan.!l{,e.vie.'Ui 'E.ngi'nurs SET:III PROJECT ADDRESS: LEGOLAND PROJECT NAME: Theme Park Buildings D APPLICANT ~JURIS. / D PLAN REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary 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. [gl The check list transmitted herewith ·is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted forrecheck. D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. [gl The applicant's copy of the check list has been sent to: faxed to Kyoko Adachi w/ HOK Architecture D Esgil Corporation staff did not advise the applicant that the plan check has been completed. · [gl Esgil Corporation staff did· advise the applicant that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: Date contacted: (by: ) Fax #: (310) 453-2052 Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation 0 GA O CM O EJ O PC Enclosures: 10/15/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ;i,.- Carlsbad 97-2027 III October 20, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGOLAND DATE PLAN RECEIVED BY ESGIL CORPORATION: 10/15/97 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2027 SET: III DATE RECHECK COMPLETED: October 20, 1997 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · · The following items listed 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 permit the violation of any state, county or city law. A. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious proces$ing, corrected sets can be submitted in one of two w~ys: · 1. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad; CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: Pla·ns that are submitted directly to EsGil Corporation only Will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. B. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made ~nd return this sh~et with the revised plans. c. The following items have not been resolved from the .previous plan reviews. The original correction number has been given for your reference. Please contact me if you have ariy questions regarding these-items. D. Please indicate here if any changes have been made to tti~ 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 on the plans. Have changes been made not resulting from this list? DYes CJNo Carlsbad 97-2027 Ill October 20, 1997 11. Please show on the overall site plan the distances from the various structures to the assumed property lines. 47. Please provide a response to this correction from the previous lists. 52. Please provide a response to this correction from the previous lists. 55. Please provide a response to this correction from the previous lists. 56. Please provide a response to this correction from the previous lists. 7 4. Please show complying exits there. 78. Please provide a response to this correction from the previous lists. 79. Please provide a response to this correction from the previous lists. 80. Please provide responses to the outstanding PME: corrections from previous lists. 82. Please provide a response to this correction from the previous lists. If you have any questions, please contact Kurt Culver of Esgil Corporation at (619) 560-1468. Thank you. NOTE! Please do not resubmit partial sets of plans (as was done). Include complete sets for all buildings to be included with this permit. Please include. an extra setto be retained at Esgn cocporation. .t •• EsGil Corporation Professional Pfan. !/(!Vi~w 'Enginurs DATE: October 9, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS: LEGOLAND PROJECT NAME: Electrical Revision SET: III ~ NT (D~ ·-PLAN REVIEWE.R D FILE D The plans transmitted herewith have -been corrected where necessary 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 depa·rtment staff. D The plans transmitted herewith have significant deficiencies identified oh 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 Kyoko Adachi w/HOK Architecture D Esgil Corporation staff did not advise the applicant that the plan check has been completed. · ~ Esgil Corporation staff did advise the applicaht that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: Date contacted: (by: fax) Fax #: (310) 453-2052 Mail Telephone Fa?< In Person D REMARKS: By: Kurt CulveJ: for E. Jensen Esgil Corporation D GA D CM D EJ D PC Enclosures: 9/29/97 tmsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 Carlsbad 97-2027 III October 9, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGO~AND DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/29/97 REVIEWED BY: Kurt Culver for E. Jensen FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2027 SET: III DATE RECHECK COMPLETED: October 9, 1997 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 disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning. Department, Engineering Department or other departments. The following items listed need clarification, modification or change. All items must be satisfied before the plans wiIJ 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 permit the violation of any state, county or city law. · A. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 8. To facilitate rechecking, please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. C. The following items have not been resolved from the previous plan reviews. The original correction number has been given for your reference. Please contact me if you have any questions regarding these items. D. Please indicate. here if any changes hav·e 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 on the plans. Have changes been made not resulting from this list? CIYes ClNo Carlsbad 97-2027 III October 9, 1997 + ELECTRICAL PLAN REVIEW + 1993. NEC + PLAN REVIEWER: Eric Jens.en This plan check review is ·for the following items only: Sheet G241 E203, the restroom building at "Garden" and Miniland electrical revisions per Lucci & Associates. (Per "Craig" @ Lucci) Garden Restroom Building I. Clearly specify on the electrical sheets which types of wiring method(s) will be used for this project II. On the single line diagram show the grounding electrode, electrode conductor sizing and the cold water bond connection for panelboard "LP2G". Miniland None of the following plan check ite~s are for the rides or features. They are for the buildings submitted with this plan check (not all lands include all buildings with this plari check) and the site lighting. Note: This "Minilandi' submittal has ·multiple sheets submitted showing manholes and ride features (sheets E-107 -E-113). These are not approved for plan check at this time, the ride feature conduit, conductor, and voltage system has not been approved. · Include all revision dates (Deltas) on the prints. General: --The following corrections refer to all lands. 1. The color code shown in the specifications is atypical for this area: 277 /480 volt systems are normally "A" Brown, "B" Orange, and "C" yellow. Further, if both voltages are to occupy same enclosures, the neutrals (for both the 120/208 and 277/480 volt systems) will be required to be identified in a different manner (both could not bel'white". 2. All vaults shoul'd include the following information: an electrical wiring design, power disconnect method, a description of power to the vault (phases, voltage, number of different electrical systems i.e. 12,000 volt & 120/208 volt), grounding and bonding details, and the method of conduit sealing at the vaults. 3. Detail the termination of the food cart branch-circuit receptor. ' j Carlsbad 97-2027 Ill October 9, 1997 4. Detail the typical "power" low Voltage· manhole system. Vault size, access, working clearances, drainage, conduit sealing, ventilation, and grounding. 5. All buildings and structures require the following to be shown on the single line diagram: All of the grounding electrodes available at that building (include a description of the "LIFER" grounding electrode--the City of Carlsbad only recognizes a Gopper conductor installed in the foundation (rebar is not acceptable)), a cold water bond to each isolated metallic water piping system in that building, a disconnecting means (no more than six handle throws) for each individual building, a common connection for isolated electrical systems to a grounding electrode (emergency power and riormal power, for example), and signage at the main distribution panel when emergency power is also supplied to the building. 6. Wiring methods should be specifically detail or specified on the plans: Specifically the City of Carlsbad does not allow armored cable or nonmetallic cable to be used in commercial applications. 7. Transformer grounding electrodes (not just the conductor) should be specified. Miniland (Site lighting and "Space Age Show" building) 8. Each sheet of the electrical plans must be signed by the qualified designer. 9. Provide "typical " details for site lighting: Include the conduit type, burial depth and conductor type. 10. Identify any light fixture installed within 5' of the edge of water. Note any optional grounding and/or bonding for these fixtures. 11. Show the required cold water bond(s) for PPM on the single line diagram. 12. The emergency system panel (or ATS) should have a "grouped" disconnecting means (with normal power) and be shown as connected to a common grounding electrode and cold water bond. Does the ATS have a disconnecting means? Detail the required emergency signage. NEC 700-8 13. Include the calculated feeder load to SS-2 from DPM on the single line diagram. 14. Complete the fa1.,.1lt analysis Table shown on E501. If the electrical service is a series-rated design, please note the following on the electrical plans: "Overcurrent device enclosures will be identified as series-rated and labeled in ) Carlsbad 97-2027 III October 9, 1997 accordance with the requirement of NEC 110-22" and "The overcurrent devices shall be AIC rated per the manufacturers labeling of the electrical equipment". Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review process, note ori this list ( or a copy) where the corrected items have been addressed on the plans. .) l. ' .. EsGil Corporation Professional Pfan. -9{,eview 'E.ngineers DATE: September 26, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADORES~: LEGOLAND ' PROJECT NAME: Th,eme Park Buildings j SET: II D The plans transmi_tted herewith have been correcteo where necessary and substantially comply with the jurisdiction's building codes. D The plans transmitt_ed herewith will substantially comply with the jurisdiction's building codes when minor deficj;ncies 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 y·our information. The plans ar.e 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 Kyoko Adachi w/ HOK Architecture D Esgil Corporation staff did not advise the applicant that the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kyoko Adachi Telephone#: Date contacted: (by: fax) Fax #: (310). 453-2052 Mail Telephon~ Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation jg! GA O CM jg! EJ O PC Enclosures: 9/1-5/97 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 ' .) Carlsbad 97-2027 II September 26, 1997 RECHECK PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGOLAND DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/15/97 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2027 SET: lI · DATE RECHECK COMPLETED: September 26, 1997 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 disabled access. This plan review is based on regulations enforced by the Building Department.· You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. The following items listed need clarification, modification or.change. Al.I 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 permit the violation of any state, county or city law. A. Please make all corrections on the original tracings, as .requested in the correction list. Submit three sets of plans for commercial/industrial projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1 .. Deliver all corrected sets of plans and calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive, Carlsbad, CA 92009, (619) 438-1161. The City will route the plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and Calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (61.9) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the City of Carlsbad Building Department for routing to their Planning, Ehgineering and Fire Departments. NOTE: Plans that are submitted directly to EsGil C.orporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. B. To facilitate rechecking; please identify, next to each item, the sheet of the plans upon which each correction on this sheet has been made and return this sheet with the revised plans. ) Carlsbad 97-2027 II September 26, 1997 C. The following items .have not been resolved from the previous plan reviews. The original correction number .has been given for your reference. In case you did not keep a copy of the prior correction list, we have enclosed those pages containing the outstandihg corrections. Please contact me if you have any questions regarding .these items. D. 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 on the plans. Have changes been made not resulting from this list? CJYes CJNo NOTE: Please s·1.,1bmit COMPLE1E sets of plans next time (not just the slip sheets· changed as a result of our correction list). 3. Once complete sets of plans are resubmitted for recheck, they will be reviewed for completeness. 4. All sheets of the plans (including the detail book) must be signed/sealed. 5. (c) Please provide a better response than "Refer' to plans." Please indicate which· sheets show the requested information, and, more importantly, provide a summary of how many such fences/retaining walls there are and what the various heights/lengths are for each. ( d) Are the miscellaneous structures such as on sheet F336/A257 part of this permit? 11. Provide the dimensions as requested. 12. Show on the plans the distances from the various buildings to the assumed property lines indicated. 21. Has the City approved the request in the 8/29/97 SEC letter? 22. Justify the occupant load factor used for the Play Pavilion. 34. The special inspection programs must be signed and forwarded to the City .. 42. From the referenced list: 1. The designer should meet with the plan checker to discuss this. 19. This was hot done. .I, Carlsbad 97-202.7 II September 26, 1997 47. Show the partitions, etc. that will be present in the Factory Tour. It may be that exits are not complying with the UBC due to the restricted exit flow. 50. The designer ·should meet with the plan checker to discus$ this. 52. No response was received for this correction. 55. Please justify the response to this correction, which stated that the occupant load would be less than fifty. 56. No response was received for this correction. 60. Either provide the structural plans for the structures on sheet A213, or show that they are not a part of this permit. 7 4. It appears that there is only one exit from that area. Please justify this. 75. Please submit the landscape plans referenced in the response to this correction. 78. No response was received for this correction. 79. No response was received for this correction .. 80. Please see the following sheets for outstanding plumbing, mechanical and electrical corrections. The electrical plans have been completely revised, and a separate correction list for that has already been sent 82. Please provide a summary of the changes made to the plans that did not result from the correction list. Please do not respond by simply saying, "See plans." If you have any questions, please contact Kurt Culver of Esgil ·Corporation at (619) 560-1468 .. Thank you. Carlsbad 97-2027 II September 26, 1997 + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek * The following are general corrections that apply to all buildings. Other specific corrections for each building will follow the general list. 2. The City of Carlsbad to review evidence of Health Department approval (for restaurants). 3. Each sheet of the plans must be signed by the licensed designer, including each detail sheet. 4. The plans seem to be incomplete. A complete plans review will be done when the complete plans and calculations are provided. • GENERAL PLUMBING (1994 UNIFORM PLl)MBING CODE) 5. Provide complete water line sizing calculations for each building with water connections, including the water pressure; pressure losses, water demands, and developed pipe lengths. UPC Section 610.0 lhe sheet P002 is not provided in each of the building packages. And, water line sizing calculations are not found in the sheet P002's found in the new plans? 6. Provide gas line plans and calculations for each gas connection, showing gas pressures., pip·e lengths and gas ·demands. UPC.Section 1217.0 The sheet P002 is not provided in each of the building packages. And, gas line sizing calculations are not found in the sheet P002's found in the new plans? 7. Provide data on all material used in water treatment. Show type of material, and amounts used and stored, and locations of use and storage. Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. A. · Clearly show types of hazardous material is being stored or used. Provide the material safety data sheets (MSDS). 8. Clearly show the amounts of each type of hazardous material to be stored and in use. C. . Clear-ly show where in the buildings each type of hazardous material is being stored or used. D. Provide calculations for required coritainment in each area of the buildings, as per UBC, 307.2.5. E. Provide a written response to show how Spill Control and Drainage are being handled as required in UBG, Sections 307.2.3 & 307.2.4. ,,. Carlsbad 97-2027 II September 26; 1997 F. Provide the required manual shutoff control for.ventilation equipment as per UBC, Section 1202.2.3. G. For fumes or vapors that are heavier than air, exhaust shall be taken from a point within 12 inches of the floor. UFC, section 8003.18.2-5. 8. Correct the water closet WC-2 shown in the Specificati,ons. American Standard is shown in the Specifications, and American Standard does not make a Number 30435.102 shown in the Specifications. 1 0. A complete plumbing plan review will be done when the complete, corrected plumbing plans and calculations are provided. • GENERAL MECHANICAL (1994 UNIFORM MECHANICAL CODE) 13. Do not drain the overflow (secondary) condensate from the air conditioning units to the same locations as the main condensate drairtage.-Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to recldily observed locations. UMC Section 310.1.1 15. Provide complete kitchen hood plans, details, and cc;3lculations to show compliance with UMC, Chapter 5, Part II as.per the following: A Provide the UL listing card showing the exhaust sizing requirements used for this hood. B. Provide exhaust sizing calculations for kitchen hoods. UMC, Section -508.7 C. Provide grease duct air velocity calculations. Minimum 1,500 fpm and maximum 2,500 fpm. UMC, Section 507.8 D. Each room provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and make-up air systems shall be connected by an electrical interlocking switch. UMC, Section 402.4 E. Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC, Sections 507.6, and 508.4.1 F. Detail grease duct discharge clearances as per UMC, Section 507.11, (Minimum of 10 feet from parapet wall and air intake of HVAC unit.) G. The fire-rated grease duct and/or hood enclosures must extend from the point of penetration ·of the ceiling up to the roofing. The ceiling or hood enclosure .must be over the hood. UMC, Sections 507.6, 508.4, and 5oa.4; 1 H. The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC, Section 507.6 .) Carlsbad 97-2027 II September 26, 1997 I. Clearly show the material used to construct' the hood and exhaust duct. UMC, Sections 508.2 & 507.3 J. An exhaust outlet within the hood shall be so located as to optimize the capture of particulate mater. Each outlet shall serve not more than 12 foot section of. hood. UMC, Section 508:9. K. A complete kitchen hood system plan review Will be done when complete hood system plans, details, and calculations are provided. 16. A complete mechanical plan review will be done when the complete, corrected mechanical plans and calculations .are provided. 17. Clearly show where Class .I, II, or Ill-A liquids are used (in any amount). See Item # 7 above. · • GENERAL ENERGY CONSERVATION 18. Provide plans, calculations and worksheets to show compliance with current energy standa·rds for each of the 'heated or cooled buildings. Provide complete energy design packages for each of the conditioned buildings-. No energy packages for the Food Cart Maintenance Building, Asian Food Building, North Food Stand; and South Food Stand. No lighting energy designs provided. Complete the Conditioned floor areas on all the MECH-1 forms. 19. On the plans clearly show the wall and roof insulation locations, thickness, and R-values, as per the energy design. On what sheet for each conditioned building? 20. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). (For buildings with conditionedfloor area over 5,000 square feet.) 23. Show bi-level lighting controls as per Title 24, Part 6, Section 131 (b ). 22. Show the daylit areas and required daylit area lighting controls. for lighting in daylit areas. Title 24, Part 61 Section 1 ~1 (c). 23. Detail required exterior lighting controls. "Exterior lighting controlled from a lighting panel within the building shall be controlled by a directional photocell or astronomical time switch that automatically turns off exterior lighting when day.light is available." · 24. 24. The completed and signed ENV-1, ~ TG-1, and MECH-1 ·forms must be imprinted on the plans for each of the heated or cooled buildings. Use the new forms, not the January 1:995 forms, to be signed by both the Documentation Authors and' the Principal Oesign~rs. ) Carlsbad 97-2027 II September 26, 1997 • THE GARDEN RESTAURANT, PLUMBING 9. The overflow roof drain (OD) can not be connected to the main roof drain down spout (RD DS), as shown on sheet P201. 26. The plumbing plans for the Garden restaurant on sheet P201 do not the plumping fixtures in tray wash andfood prep areas. Please correct. 28. The Grease trap sizing will be reviewed when the complete kitchen plumbing waste plans are provided. Please provide grease interceptor sizing calculations as per UPC; Appendix H as per UPC, Section -1012. 29. Show size, make, and model of each water heater on plans. UPC, Section 501.0 Not provided on sheet P002. Note: no roof over the water heaters in the Service Yard. Are the water heaters approved to be exposed to the weather? 33. Detail the water heater flue (vent) termination's as per UPC, Section 517.0. Minimum·8 feet from the wall or above the wall. Note: no roof over the water heaters in the Service Yard. Sheet P201 seem to show the vents through the wall. 33. Detail the water heater· flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. Sheet P201 seem to show the vents through the wall, not as per detail 2 on-sheet P302. · · • THE GARDEN, MECHANICAL 36. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II. No F series hood drawings in the plan package. • THE GARDEN RESTROOMS, PLUMBING 39. Show size, make, and model of water heater on plans. UPC, Section 501.0 Not provided on sheet P002. 41. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 606.5 42. Show required high combustion air, within 12 inches of ceiling and low combustion air within 12 inches of the floor. UPC, Section 507.0 • THE SPACE AGE FACILITY, PLUMBING 49. Detail the rainwater drainage from the Terrace used as room for the Space Age Facility, as per UBG, Section 1506, and UPC, Appendix 'D' . .) I Carlsbad 97-2027 II September 26, 1997 • · THE SPACE AGE FACILITY, MECHANICAL 54. Do not drain the overflow (secondary) condensate. from the· air conditioning units to the same locations as the main condensate drainage. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310,-1.1 57. The City of Carlsbad Building Official must review the use of PVC piping for exhaust duct for Methylithyketon ventilatio11 system. The PVC piping is not listed for below grade ducting, and is not shown in the duct specifications. Provide data on the 12 inch diameter schedule "C" pipe used as below grade exhaust duct. Provide data-on joints, piping material and listing data on piping used as below grade ducting. • THE DUPLO RETAIL, RESTROOMS, MAGIC THEATER, & PASTA PATCH, PLUMBING 59: Correct the shower in Shower #113. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access. UPC Section 410.3 Also drain must be 6 inches maximum from rear shower stall wall in wheelchair accessible showers. • THE DUPLO RETAIL, RESTROOMS, MAGIC THEATER, & PASTA PATCH, MECHANICAL 63. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II. No F series hood drawings in the plan package. 64. Provide the installation data for the proposed wood burning pizza oven. On the plans provide construction plans and details installation of the proposed wood · burning pizza oven. UMC, Section 302.2. • THE ICE CREAM STANO# 1, PI.-UMBING 65. I can not find the plans for the Ice Cream Stand #1. The mechanical respo~se "This building has been deleted." Is this so? • THE FAIRY TALE BROOK MECHANICAL BUILDING, PLUMBING 67. Provide the required traps -and vents for the floor drain and backwash standpipe fixtures connected to the sanitary sewer. See Sheet D-321-00-W305. No sheet P-204 in the Dupo Village plan package. _) , ... Carlsbad 97-2027 II September 26, l 997 68. Show the required RP valve back flow device at domestic water connection to filter system UPC, Section 603.3.12. See sheet D-321-00-W305. If hose bib is after the RP valve back flow device show signs at outlet$ UPC, Section 603.3.11. No sheet P-204 in the Dupo Village plan package. • THE 'MARCHE COMPLEX, PLUMBING 69. Provide complete plumbin~ calculations, 70. Please provide grease interceptor sizing calculations as per UPC, Appendix H as per UPC, Section 1012. No calculations found on sheet P302. 71. Detail the required listed reduced.pressure principle backflow preventer as protection of water connection to.carbonator. UPC., Section 603.3.12 Not found on the plans. Where on the plans was the change made? 72. Correct the shower design in Shower# 120. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel Ghair access. UPC Section 410.3 • THE MARCHE COMPLEX, MECHANICAL 7 4. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part ·II Provide_the KE drawings. No F series hqod drawings in the plan package. · 76. What is '1" AL'? Shown on sheet F236-00-M202 over the Canteen Seating #105 and Servery #132. (On the plans iri the Legend or Abbreviations show the '1" AL' is 1 inch thick acoustic lining within ductwork.) 77. Show the required Ceiling rated fire dampers of the duct openings in the fire rated ceiling membranes. Sheet F000/00/A 103 shows the building is one hour fire rated construction. • THE NORTH COMPLEX, .PLUMBING 80. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507.012 Not found on the plans. Where on the plans was the change made? 81. Detail the water heater flue (vent) termi17ation's as per UPC, Section 517.0. Minimum 8 feet from the wall or above the wall. Sheet P302 does not show clearances from the parapet wa11·s, and details of wat~r heater flue termination were not found on sheet P203.' · Carlsbad 97-2027 II September 26, 1997 82. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. Where bn the plans w~s the change made? 83. Detail the required _listed reduced pressure principle packflow preventer as protection of water connection to carb6nator. UPC, Section 603.3.12 Not found on the plans. Where on the plans was the change made? • THE NORTH COMPLEX, MECHANICAL 85. Show the required access ladders to roof mounted HVAC equipment UMC, Section 321.8 Not shown on the Architect's plans. · 86. What is '1" AL'? Shown on sheet F236-00-M202 over the Factory Tour #104 and Baby Care #117. ( On the plans in the Legend or Abbreviations show the '1" AL' ·is 1 inch thick acoustic lining within ductwork.) • THE BRICK BROTHERS AND EXPLORERS, MECHANICAL 88. Show the required access ladders to roof mounted HVAC equipment. UMC, Section 321.8 Not shown on the Architect's plans. 89. What is '1" AL'? Shown on sheet F236-00-M202 over the Brick Brothers. (On the plans in the Legend or: Abbreviations show the '1" AL' is 1 inch thick acoustic lining within ductwork.) • THE FUNTOWN NORTH & SOUTH FOOD STANDS, PLUMBING 90. Please provide grease interceptor sizing calculations as per UPC, Appendix H as per UPC, Section 1012. No calculations found ·on sheet P302 . . 91. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. · UPC, Section 603.3.12 Not found on the pl~ns. Where on the plans was the change made? • THE FUNTOWN NORTH & SOUTH F'OOD STANDS, MiiCHANICAL 92. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute ·per occupant. UBC, Section 1"202.2.1 No mechanical plar,s found of the. North. & South Food Stands 94. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part IJ Provide the KE drawings. No F series hood drawings in the pl'an package. .) Carlsbad 97-2027 II September 26, 1997 • THE FUNTOWN NORTH ASIAN FOOD, PLUMBING 95. Please provide grease interceptor sizing calculations as per UPC, Appendix H as per UPC, Section 1012. No calculations.found on sheet P302. 96. Detail the required listed reduced pressure .principle. backflow preventer as protection of water connection to carbonator. UPC, Section 603.3.12 Not found on the plans. Where on the plans was the change made? • THE FUNTOWN NORTH ASIAN FOOD, MECHANICAL 97. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, .Section 1202.2.1 Where on the plans was the change made? 98. Show the required access ladders to roof mounted HVAC equipment. UMC, Secti_on 321.8 Where on the plans was the change made? 99. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II Provide, the KE drawings. No F series hood drawings in the -plan package. • THE FOOD CART MAIN1ENANCE, PLUMBING 100. Provide combustion air for fuel burning water heaters ih accordance with the Uniform Plumbing Code, Section 507.0 Where on the plans was the change made? 101. Detail the water heater flue (vent) termination's as p.er UPC, Section 517 .0. Minimum 8 feet from the wall or above the wall. Sheet P302 does not show clearances from the parapet walls, and details of water heater flue terminqtion were not found on sheet P203. 102. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. Where on the plans was the change made? • THE FOOD CART MAINTENANCE, Ml;CHANICAL 103. Provide mech~nical ventilation in all rooms capable of supplying outside air at a · minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 Where on the plans was the change made? Carlsbad 97-2027 II September 26, 1997 • THE· MINI DRIVING SCHOOL, MECHANICAL 104. Provide the Cut Sheets and listing data on the proposed "sealed type batteries" showing no gases are emitted when the batteries are charged. Pro,vide mechanical ventilation _in Recharging Station #X103. If battery recharging detail the required ventilation. NEC, UMC, & UBC, Chapter 12 • THE DRIVING SCHOOL, PLUMBING 105. Clearly show all water demands, for the Driving School Building. • THE DRIVING SCHOOL, MECHANICAL 106. No ventilation of the Covered Video Instruction Room #102-shown. Provide mechanical ventilatio11 in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 The building plans are not in the plan package. . · • THE HELICOPTER RIDE MAINTENANCE, PLUMBING 107. Clearly show all water demands, for the Helicopter Ride Maintenance Building. • THI: BOATiNG MAlt\lTl:NANCE, Pl,.UMBING 109. Clearly show all water demands, for the Boating Maintenance Building. Note: If you have any questions regarding this Plumbing, Mechanical, and Energy 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. · EsGil Corpora.tion Profession.a[ Pftm !1{.eview 'E,ngineers . DATE: September 22; 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97.-2027 REV PROJECT ADDRESS: LEGOLAND PROJECT NAME: Revised Electrical Plans SET:I D APPLICANT ~REVIEWER D FILE D The plans transmitted herewith have been corrected where necessary 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 bel.ow 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 Kyoko Adachi w/HOK Architecture D Esgil Corporation staff did not advise the applicant that .the plan check has been completed. ~ Esgil Corporation staff did advise the applicant that the plan check has been completed. . . Person contacted: Kyoko Adachi Telephone#: Date contacted: 9/22/97 (by: fax) Fax #: (310) 453-2052 Mail Telephone Fijx In Person D REMARKS: By: Kurt Culver Esgil Corporation D GA D CM D EJ D PC Enclosures: 9/11/97 trnsmt[dot 9320 Chesapeake Drive, Suite 208 + San Diego, Califoqria 92123 + (619) 560-1468 + Fax (619) 560-1576 _____ ~ ....... _ --·-•. • • ______ •• -. , ______ •-·------_____ 10·-• , .•.L • Carlsbad 97-2027 REV September 22, 1997 GENERAL PLAN CORRECTION LIST JURISDICTION: Carlsbad PROJECT ADDRESS: LEGOLAND DATE PLAN RECEIVED BY ESGIL CORPORATION: 9/11/97 REVIEWED BY: Kurt Culver FOREWORD (PLEASE READ): PLAN CHECK NO.: 97-2027 REV DATE REVIEW COMPLETED: September 22, 1997 This plan review is limited to the technical requirements cohtained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and stat$ laws regulating energy conservation, noise attenuation and disabled access. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering Department or other departments. · · The following items listed 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 .permit the violation of any state, county or city law. 1. Please make all corrections on the original tracings and submit two new sets of prints to: ESGIL CORPORATION. 2. To facilitate rechecking; please identify, next to each item, the sheet of the plans upon which each correction on this $heet has been made and return this sheet with the revised plans. 3. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located on the plans. Have changes been made not resulting from this list? CJ Yes CJ No 4. See the following sheet for electrical corrections 5. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, 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 Culver at Esgil Corporation. Thank you. Carlsbad 97-2027 REV September 22, 1997 + ELECTRICAL PLAN REVIEW + PLAN REVIEWER: Eric Jensen General: --The following corrections refer to all lands. 1. The color code shown in the specifications is atypical for this area: 277 /480 volt systems are normally "A" Brown, "B" Orange, and "C" yellow. Furth.er, if both voltages are to· occupy same enclosures, the neutrals (for both the 120/208 and 277 /480 volt systems) will be requir~d to be identified in a different manner (both could not be "white". Specifications not provided with this plan set. 2. All vaults should include the following information: an electrical wiring design, ·power disconnect method, a description of power to the vault (phases, voltage, number of different electrical systems i.e. 12,000 volt & 120/208 volt), grounding and bonding details, and the method of conduit sealing at-the vaults. Vault ·1 ~ 2 3. Any special treatment of electrical systems in, at, or near a body of water should be detailed on a plan sheet. For example, if "pool" (Article 680) standards are used, for example, the bonding of metal within 5' of the water's edge should be noted. Note: Low voltage wiring is not exempt from pool regulations. Not addressed at this time. 4. Detail the termination of the food cart branch circuit receptor. Not addressed at this time. The following corrections are for plan set "Miniland and Garden Restaurant" Delta 5, dated 8/15/97. SheetW362 5. The motor control centers, ME, and EP1 requires a grounding/bonding system. Where is the power feed for vaults 1 and 2· coming from? Where is the normal (non-motor) load power supplied from? How is the vault disconnectable? Show the main disconnecting means for the motor control center. Garden restaurant: . 6. Any panelboards installed as part of the kitchen equipment shall have NEC 110-16 clearances. Provide cut sheets for the equipment with panelboards installed therein. Sheet E202, Note 1. 7. Provide details for the "Tivoli Light" fixtures" shown under the gazebo: transformer overcurrent protection and installation specifications including conductors. and light strip details. Carlsbad 97-2027 REV September 22, 1997 8. Complete circuiting. 9. Rebar is not an acceptable grounding electrode for commercial applications in the City of Carlsbad. Please specify what all the acceptable grounding electrodes will be. 10. The cold water bond is undersized. 11. Show the available fault current (Jsc.)at main distribution panelboard i'DPG". Specify the AIC rating(s) for the main and feeder disconnecting means. 12. If the electrical service is a series-rated design, please note the following on the electrical plans: "Overcurrent device enclosures will be identified as series-rated and labeled in accordance with the requirement of NEC 110-22" and "The overcurrent devices shall be AIC rated per the manufacturers. labeling of the electrical equipment". 13. Provide panel schedules 14. Please specify the wiring methods that will be used at this facility. Local ordinance restricts the use of armored and NM cable to residential uses only. ·clearly specify that AC and NM cable shall not be used as a wiring method. 15. Specify, on the floorplans, the method and locations of providing. conduit sealing to the cooler boxes. NEC 300-7(a) 16. Each sheet of the electrical plans must be signed by the qualified designer. 17. Reference what sheet the distribution feeder is shown oh for "DPG" on.the single line diagram. The followif')g corrections address the "Parkwide" Delta 7 plan set, identified as 9- 08-97. Parkwide 18. Provide conduit sizing calculations for the 5" high voltage loop: (3) 750 + (1) 4/0 ground conductor not to exceed 45% conduit fill. CEC 710-1 O Provide conduit sizing calculations for the 3-500 MCM and 1#4 ground conductor. 19. Has the distribution loop changed in load supplied? (750 vs 500 Kcmil) Include a load summary for the distribution loop with the parkwide plans. 20. Detail the neutral bond connection at all of the substations on the single line diagram. 21. Fault current levels at all substations, AIC ratings of all ·substation main and feeder overcurrent devices, and series ratings notes, if necessary. Carlsbad 97-2027 REV September 22, 1997 22. On sheet E104, the manhole details: .If they only apply to the high voltage loop, please state so on the details, if they apply to both high and low voltage distribution, state so on the detail 23. Is that a switch shown for sump pump control? If the intention is to have a motor disconnecting means (and not a control switch) detail signage: Caution: Sump pump disconnect switch. Leave "on" at all times. 24. Detail the lock system on the fenced enclosures for the substations. They should be locked from the outside but be openable without a key from the_inside. 25. The conduit arrangement and electrical feed for the "figures" is still under design. P300Y101. 26. SSS and SS6 require 9' clearance between the two enclosure fronts. Due to the differing widths of equipment, the 9' is shown for the narrower equipment, when it should be shown for the wider equipment. - ---27. "Typical"' vault should include the details mentioned in correction 2 above. The following pl·an set submittal had no electrical sheets submitted: plan set •io", "F", "G", "L", "M, and "RP", Delta 7, 9/8. Note: If you have any questions regarding this electrical plan review list please contact 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 97-2027 REV September 22, 1997 VALUATION AND PLAN CHECK FEE JURISDICTION: Carlsbad .PLAN CHECK NO.: 97-2027 REV PREPARED BY: Kurt Culver BUILDING ADDRESS: LEGOLAND DATE: September 22, 1997 BUILDING OCCUPANCY: TYPE OF CONSTRUCTION: BUILDING PORTION II BUILDING AREA VALUATION VALUE (ft. 2) _ MULTIPLIER ($) .. . .. Air ConditioninQ Fire Sprinklers TOTAL VALUE D 199 UBC Building Permit Pee · D Bldg. Permit Fee by ordinance: $ D 199 UBC Plan Check Fee [J Plan Check Fee by ordinahce: $ Type of Review: D Complete Review D Structural Only ~ Hourly D Repetitive Fee Applicable D Other: Esgil Plan Review Fee.: $ 217.88 Comments: Revised electrical plans: Esgil fee= 2½ hrs.@ 87.15/hr. Sheet 1 of 1 macvalue.doc 5196 EsGU Corporation Professional Plan. !l{.eview 'Engineers DATE: August 8, 1997 JURISDICTION: Carlsbad PLAN CHECK NO.: 97-2027 PROJECT ADDRESS: LEGOLAND PROJECT NAME: Theme Park Buildings SET:I ANT . .. REVIEVVER CJ FILE D The plans transmitted herewith have been corrected where necessary 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 identifie.d on the enclosed check list and should be .corrected and resubmitted for a complete recheck. [g] 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. cg] The applicant's copy of the check list has been sent to: faxed to Kyoko Adachi w/ HOK Architecture D Esgil Corporation staff did not advise the applicant that the plan check has been completed. [g] Esgil Corporation staff did advise the applicant that the plan check has been compl.eted. Person contactec;I: Kyoko Adachi Telephone#: Date contacted: (by: fax) Fax #: (310) 453-2052 Mail Telephone Fax In Person D REMARKS: By: Kurt Culver Esgil Corporation I ~ GA O CM ~ EJ O PC Enclosures: 7/23/97 trnsmtl.dot 9320 Chesapeake Drive, Suite ios + San Diego, California 92123 + (619) 560-1468 + Fax (619) 560-1576 } Carlsbad 97-2027 August 8, 1997 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK NO.: 97-2027 OCCUPANCY: Varies TYPE OF CONSTRUCllON: Varies ALLOWABLE FLOOR AREA: Varies SPRINKLERS?: Varit,s REMARKS: Multiple buildings. DATE PLANS RECEIVED BY JURISDICTION: DATE INITIAL PLAN REVIEW COMPLETED: August 8, 1997 FOREWORD (PLEASE READ): JURISDICTION: Carlsbad USE: Theme Park ACTUAL AREA: Varies STORIES: 1 HEIGHT: Vades OCCUPANT LOAD: Varies DATE PLANS REClzlVED 8Y ESGIL CORPORATION: 7/23/97 PLAN Rl=VIEWl::R: KUi't 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 Building Department. You may have other corrections based on laws and ordinances enforced by the Planning Department, Engineering D~partment, 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 UBC. 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 permit the violation of any state, county or city law. ' r ' 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 when you submit the revised plans. LIST NO. 22, GENERAL COMMERCIAL WITHOUT ENERGY OR POLICY SUPPLEMENTS (1994 UBC) comforw.dot J Carlsbad 97-2027 August 8, 1997 • GENERAL- 1. Please make all corrections on the original tracings, as requested in the correction list. Submit three sets of plans for commercial/indus,trfal projects (two sets of plans for residential projects). For expeditious processing, corrected sets can be submitted in one of two ways: 1. Deliver all corrected sets of plans arid calculations/reports directly to the City of Carlsbad Building Department, 2075 Las Palmas Drive;. Carlsbad, CA 92009, (619) 438-1161. The City will .route the. plans to EsGil Corporation and the Carlsbad Planning, Engineering and Fire Departments. 2. Bring one corrected set of plans and calculations/reports to EsGil Corporation, 9320 Chesapeake Drive, SL!ite 208, San Diego, CA 92123, (619) 560-1468. Deliver all remaining sets of plans and calculations/reports directly to the-City of Carls,bad Building Department for routing to their Planning, Engineering and Fire Departments. NOTE: . Plans that are submitted directly to EsGil Corporation only will not be reviewed by the City Planning, Engineering and Fire Departments until review by EsGil Corporation is complete. 2. This correction list consists of two basic components. Below are general corrections that generally apply throughout the project. Later in this list are specific corrections for a given building or ~rea. · • PLANS 3. General Comment: The plans submitted were substantially incomplete. rhere are many missing details and call outs. Without these, a complete plan review could not be performed .. Additionally, some sheets listed in the Drawing Index weren't ,provided. Time delays will likely occur at recheck due to this incomplete submittal: 4. All sheets of the plans and the first sheet of the calculatjons 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 Professions Code. Additionally, if the "Detail Book" is to be part of the construction documents, then every single sheet within the book must be signed/sealed. The State's allowance to .have just the cover sheet signed applies only to structural calculations. Carlsbad 97-2027 August 8, 1997 5. Show on the Title Sheet all buildings, structures, walls,. etc. included under this application. Any portion of the project shown oq the site plan. that is not included with the building permit application filed should be clearly identified as "not included" on the site plan or Title Sheet.· · a) ihe City has determined that the various Lego statues/features will be treated similar to "equipment." As such, only the foundations for them must be detailed and designed (for vertical and lateral loading). Please indicate which pages of the calculations do this and which sheets of the plans show this. b) The various rides shown on the plans are beyond the scope of requirements given in the UBC (i.e., the dynamics of loading, etc.). Please indicate on the plans that they are not a part of any request for a building permit. c) . If the various fences/retaining walls are to be a part of this permit, please provide a breakdown of the height and length. This is n_eeded for permit purposes. Additionally, indicate 'lt1hich pages of the calculations show their design. · d) Please provide a COMPLETE listing of all miscellaneous structures to be built under this permit (such as shown on sheet A257 in the Funtown package). To provide a faster plan review, please also indicate where the corresponding structural detailing may be found (give specific sheets) and . where ·in the calculations the design may be found (give ·specific pages). e) As a supplement to the above, please provide a construction cost estimate for each individual structure to be permitted under this phase. 6. Provide a Building Code Data Legend on the Title Sheet. Include the following code information for each. building proposed: + Description of Use • Floor Area + Occupant Load Determination ( show the occupant load factors used to determine the occupant loads shown)-~-· 7. When reporting the floor areas requested above, include the covered areas outside the buildings (sometimes shown as a canvas covering for some -· ·-· buildings). · 8. On the cover sheet of the plans, specify any items that will have a deferred · submittal ( shade cover structures, etc., etc.). Additionally. provide the following note on the plans, per Sec. 106.3.4.2: "Submittal documents for deferred submittal items shall be supmitted to the architect or engineer of record, who ~hall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building; The deferred submittal items shall NOT be installed until their design and submittal do'cuments have been approved by the building offidal." J Carlsbad 97-2027 August 8, 1997 9. Based on the occupant load shown for the Driving School, it should be classified as an A-2.1 occupancy. As such, Type V-1-hour is the minimum type of construction allowed. 10. Provide a note on the plans indicating if any hazardous materials will be stored and/or used within any building which exceed the quantities listed in UBC Tables 3-D and 3-E. • LOCATION ON PROPERTY 11. Clearly dimension building setbacks from property lines and from all adjacent buildings and structures on the site plan. 12. When two or more buildings are on the same property, the buildings shall have an assumed property line between them for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 503.1. An exception is provided if the combined area of the buildings is within the limits specified in Section "504 for ·a single building. If this exception is used, show how the building(s) will comply with Section 503. Otherwise, show the assumed property line on the plans for each building. • . FIRE-RESISTIVE; CONSTRUCTION The following fire-resistive construction corrections apply to. those buildings -- shown to:be of Type V-1hourconstruction. 13. Provide details of the one-hour fire-resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, column and beam assemblies, etc. THE PLANS ARE VERY LACKING IN' THESE DETAILS. 14. Detail how one-hour fire-resistive wall construction is maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels · exceeding 16 square inches in area, etc. Section 709.T. 15. Detail how fire-resistive wall and ceiling protection will be maintained at.all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail r~cessed light fixtures. Sections 709, 710. 16. Fire dampers shall be installed per Section 713.11 at all ducted or unducted air openings at penetrations of: a) Ceilings of fire-resistive floor-ceiling assemblies or roof-ceiling assemblies. Carlsbad 97-2027 August 8, 1997 , 17. Provisions in Chapter 7 require special treatment of penetrations at fire-resistive assemblies. Provide typical details on the plans showing how the fire-resistive integrity will be maintained at the following conditions (Include the manufacturers' names and ICBO numbers ( or equal) for any sealant): THROUGH-PENETRATIONS (through the entire assembly): Fire-resistive bearing walls and/or walls requiring protected openings shall have penetrations protected with through,.penetration fire stops having an F-rating, T-rating or complying with UBC Standard 7-1, depending on their locations, sizes and combustibility. Fire resistive floor/ceiling assemblies shall have penetrations protected with through-penetration fire stops having. and F-rating, T-rating or complying with . UBC Standard 7-1, depending on their sizes, combustibility and whether the penetrations are in walls above. MEMBRANE-PENETRATIONS (through only one side of an assembly): Fire-resistive walls (whether bearing or not and whether requiring fire protected openings or not) shall have penetrations protected with membrane-penetration fire stops having an F-ratirig or complying with UBC Standard 7-1, depending on their size and combustibility. Limited steel electrical outlet boxes (not exceeding 16 sq. in., nor more than 100 sq. in. for any 100 sq. ft. of wall) require no protection. Fire-resistive ceilings shall have no penetrations, except for noncombustible sprinkler pipes and steel electrical outlet boxes as described above. NOTE: The plans should indicate the various fire-stop ratings required for all penetrations. 18. Fire-resistive exterior wall construction shall be maintained through attic areas or other areas containing concealed spaces. Section 709.3.1. 19. Detail all furred ceilings as required in Section 803. Show fire-retardant treated wood where necessary. • INTERIOR WALL AND CEILING FINISHES 20. Provide a note ort the plans or on the finish schedule, stating, "Wall and ceiling materials shall not exceed the flame spread classifications in UBC Table 8-8." 21. In addition to the above, please justify the apparent use of Lego® pieces as a fihish material. As a plastic, it likely won't comply with the Chapter 8 provisions. Carlsbad 97-2027 August 8, 1997 • EXITS 22. In areas where the occupant load is at least 50, two exits are required. Table 10-A. For those buildings with an occupant load of 50 or more, please provide an exit plan. This exit plan (which may be on 8½" x 11" sheets) should show the actual occupant load, the paths occupants will take to reach the exits and the ultimate exits from the area. 23. Exit .doors should swing. in the direction of exit travel when serving any hazardous area or when the area served has an occupant load of 50 or more. Section 1004.2. 24. Exit doors from Group A occupancies shall not be provided wi_th a latch or lock unless it is panic hardware. Chapter 10. 25. Some of the Queue areas require two exits. Prease review all. plans for them and show that two complying exits ·are available'. Any gates obstructing the exits are a concern. Chapter 10. In some instances, the Width of the access leading to such gates may be too narrow. 26. Show compliance with UBC Sec. 1002.3. . • EXIT SIGN$ 27. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1, ·• ROOFS 28. Specify on the plans the following information for the roof materials, per Section 106.3.3: a) Manufacturer's name. b) Product name/number. c) · ·ICBO approval number, or equal. 29. In ·addition to the above, justify the various canvas coverings shown throughout. The City of Carlsbad requires Cla$S B roofing minimum. • FOUNDAtlON 30. Provide a copy of the project soil report prepared by a California licensed architect or civil engineer. The report shall include foundation design recommendations based on the engineer's findings and shall comply with UBC Section 1804. Carlsbad 97-2027 August 8, 1997 31. Provide a letter from the soils engineer confirming. that the foundation plan,, grading plan and specific:ations have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. (When required by the soil report). · 32. Please review all foundation plans. It appears that some of the hold down anchors required in the calculations are not shown properly on the plans. • . MASONRY AND CONCRETE 33. Show anchored veneer support and connections attached to wood in Seismic Zones 3 and 4, comply with Section 1403.6 and Section 2316.1. Show ties, #9 wire in horizontal joints, -etc. • STRUCTURAL 34. When special inspection is required, the architect or engineer of record shall prepare an inspection program which shall be submitted to the building official. for approval prior to issuance of the building permit. Please revi.ew Section 106.3.5. Please complete the attached form. 35. In seismic zones 3 or 4, if a structure is defined.in Table· 16-K as Occupancy Category 1, 2 or 3, note on the plans that "Structural observation by the engineer/architect shall be performed. A statement in writing shall be given to the building official, stating that the site visits have been made and whether or not any observed deficiencies have been corrected to conform to the approved plans and specifications". Section 1702. 36. The structural plans and designs appear to have left out some structures. Please provide complete submittals. 37. Provide additional detailing on the structural plans, such as on sheet S310 of the Funtown package at grid H/12, etc. 38. Justify the 10 psf roof live load shown in the structural plans for the canopies. 39. Sheet A 14 in the calculations refers to the top track redistributing 500 pounds. Please clarify where this applies. The normal top tracks are not capable of this type of load. 40. The general design oh sheet A2.3 uses "~pecial inspection" values for the masonry. Do the plans reflect the general requirement for all masonry to be under speci~I inspection? · 41. In the lateral designs; include an investigation of collectors ("drags"). Carlsbad 97-2027 August 8, 1997 • TITLE 24 DISABLED ACCESS 42. Provide notes and details on the plans to show compliance with the enclosed Disabled Access Review List. Disabled access requirements may be more restrictive than the USC. • FUN TOWN· • Marche Complex 43. On sheet A202, specify the use of the area left of Line L. Additionally, show exits there. 44. Jw~tify the assemblies shown on sheet A412 as being of one-hour fire-resistive construction (as required for the Type of co·nstruction shown). 45. Sheet 833 in the calculations was revised to use the correct Rw f~ctor, but the subsequent sheets don't seem to have been revised; Please explain. 46. Some of-the hold down straps from the calculations don't seem to be shown on the plans. Please investigate. • North Complex 47. Show complying ·exits from the Factory Tour on sheet A203. 48. Show all partitions with all rooms. • Cool Cafe 49. Proyide wheelchair access to the raised platform on A255. Title 24. • Brick Brother's/Explorer's Inst. 50. For the general plan on sheet A204, reference should be made to the actual layout on sheet 2100. That sheet shows a complicated floor plan, and the exiting there does not comply with USC Chapter 1 O. The designer should discuss this with the plan checker. · 51. Show 18" strike edge clearance at Door 106 on sheet A204. 52. Provide detailing at C/S225. 53. Clarify the support of the GLS's on sheet S225 near grid D/8. Carlsbad 97-2027 August. 8, 1 ~97 54. Sheet C29 of the calculations shows the 2.25 braced frame factor, but where in the actual design is that f~ctor used? • Lego Play Pavilion 55. Show two complying exits from Room. 101. Chapter 1 O. 56. Provide detailing at B/S230, • Boating School Plaza 57. The 5' long intermediate ramp landing must be changed to 6' long, since the ramp bends more than 30 de9rees. iitle 24. See sheet A206. 58. Based·on the 21'-4" ramp length shown, its steepness will exceed the maximum allowed .in Title 24 of 1: 12. Please justify the dimen$ions shown. 59. On sheet A253, please revise the 34;' handrail dimension at Section 3 so that the dimension is measured vertically, · • Boating School (A213) 60. Provide complete structural plans corresponding 'to the structures shown -on sheet A213. The few details in the Detail_ Book are too general. • Food Cart Maintenance 61. Provide 18" strike e<;:lge clearance at the door between Room 102 and the cooler area. • · Driving School 62. Based on the occupantload given on sheetA103,-it appears that the occupancy should be ''.A-2.1" and thus Type V-1 hour construction is required. • Birthday Tent 63. Justify detail 5/S211 for the thrust in the hip. • DUPLO Vll:.-'-AGE • Magic Theatre/Pasta Patch 64. On sheet A 103; justify the use of Type V-N construction shown for the A2.1 occupancy indicated. Ch. 5. Carlsbad 97-2027 August 8, 1997 • Safari Ride 65. On sheet A 103, justify the use of type v..:N construction shown for the A2.1 occupancy indicated. Ch. 5. · 66. Justify the use of wood posts for moment connections, as indicated at detail 2/S220 (?). · • South Comple~ 67. On sheet A201, show complying exits from the stage. Ch. 10. 68. Show complying handrails along the walls next to the ramps. Title 24. 69. Fill in the many empty reference bubbles on sheet S300. 70. Provide special detailing on sheet S300 at grid F/10.3. • Public Toilets 71. Show the required 24" strike edge clearance at Door X 117, etc. on sheet A252. • South Entry Bridge 72. Please clarify the guardrail along the length ofthe bridge. Is the required height maintained for its entire length? Are openings limitec;i to 4" maximum? • MINILANO • Space Age Facility 73. Sheet A201 was missing from the package submitted. Please include it. 74.. Show complying·exits from the Terrace on sheet A221. Ch. 10. 75. Show complying landings/rails for the ramp shown on sheet A221. 76. The calculations used a live lead of 100 psf. Might this area have "stage" type use (requiring 125 psf Jive load)? • THEGARDEN • Garden Restaurant 77. Please check the reference to detail ''2" showh at detail 15/S510. Carlsbad 97-2027 August 8, 1997 • DETAIL BOOK 78. Please complete the "detail" columns in the door schedule (so.me are blank). 79. Provide complete design and detailing for F105. • · ADDITIONAL 80. Please see the following $heets for plumbing, mechanical, energy and electrical corrections. 81. 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. 82. Please indicate here if any changes have been made to the pl~ns 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 resulting from this correctioh list? Please indicate: D Yes O No 83. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, 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 Culver at Esgil Corporation. Thank you. Carlsbad 97-2027 August 8, 1997 DEPARTMENT OF STATE ARCHITECT NON RESIDENTIAL TITLE ·24 DISABLED ACCESS REQUIREMENTS The following disabled access items are taken from the 1.995 edition of California Building Code, Title 24. Per Section 101.17.11, all publicly and privately funded public accommodations and commercial facilities shall be accessible to persohs with disabilities as follows: · (1) Any building, structure, facility, complex, or improved area, or portions thereof, which are used by the general public. (2) Any sanitary facilities which qre made available for the public, clients, or employees in such accommodations or facilities. . (3) Any curb or sidewalk intended for public use that is constructed with private funds. (4) All existing accommodations when alterations, structural repairs or additions are made to such accommodations. NOTE: All Figures and Tables referenced in this checklist are printed in the California Building Code, Title 24. • SITE PLAN REQUIREMENTS 1. Clearly show that the site development IS· designed to provide access to all entrances and exterior ground floor exits. as wel( as access to normal patlJs of travel1 per Section 1127B.1. Where necessary to provide access, shall · incorporate pedestrian ramps, curb ramps, stairways and handrails, etc. THERE IS A CONCERN THROUGHOUT rHE THEME PARK FOR DISABLED ACCESS. THE DESIGNER SHOULD MEET WITH THE PLAN CHECKER TO DISCL)SS THIS. • PEDESTRIAN RAMPS 2. Show that any path of travel with a slope :2:1 :20 (5%) complies with pedestrian ramp re.quirements, per Sections 1023.3 and 1007 .1 a. ·. · 3. The allowable slope for an accessible ramp is S:1 :12 (8.33%), per Section 1007.3a. Revise plans to show the least possible slope is being provided for all ramps. 4. The allowable cross slope at pedestrian ramps shall be S:¼" per ft (2% ), per Section· 1007.3.1 a. 1 5. · Show or note that ramp surfaces will be slip resistant. 6. Ramps shall have a minimum width of 48 inches, per Section 1007 .2.2a. Wher~ a ramp serves a building having an occupant load of 300· or more, the minimum clear width shall be 60 inches. Carlsbad 97-2027 August 8, 1997 7. Revise plans to show required landings at the top and bottom of ramps, per Section 1007.4.1 a. a) The bottom landing shall be "?.72," in the direction of travel. . b) The top landing shall be a "?.60" x 60". 8. Show that the required intermediate landing is provided, per Section 1007.4 as follows: a) "?.60" long where the elevation change is ~30". b) "?.72" long at direction changes ~30°. 9. Note that all wall surfaces, adjacent to handrails, will be free of sharp or abrasive elements,. per Section 1007.Sa (i.e., no stucco). • DOORS 10. Show, or note, that there is a level floor or landing on each side of all doors. The floor or landing is to be ~½" lower than the doorway threshold, per Section 1004.9.ta. 11. Show or note that all hand-activated door opening hardware meets the following requirements, per Section 1-004.3.1: a) Is to be centered ~30" but ~44" above floor. b) Latching, or locking, doors in a path of travel are operated with a single effort by: i) Lever type hardware. ii) Panic bars. iii) Push-pull activating bars. iv) Or other hardware designed to provide passage without the requirement to grasp the hardware. 12. Provide the following as general notes on the plans: The minimum strike edge distances are provided at the level area on the side to which a door (or a gate) swings, p~r Se.ction 1004.9.2.3a: a) "?.24" at exterior conditions. b) "?.18" at interior conditions. c) ~t2" on the push side, if the door has both a latch and a closer. Carlsbad 97-2027 August 8, 1997 13. Provide the following as general notes on the plans: The space between two consecutive door openings in a vestibule, which serves spaces other than a required exit staifWay: a) Provide :?:48" clear space from any door opening into the vestibule when door is open 90°, per Section 1004.9.2.4a. · b) Doors in series shall swing either: i) In the same direction. ii) Away from the space between the doors. 14. Provide a note on the plans that the maximum effort .to operate tjoors, applied at right angles to hinged doors or at center plane at sliding doors, per Section 1004.5.1, will be: a) . ~8%# at exterior doors. b) ~5# for interior doors. c) ~15# where fire doors are required. 15. Provide the following as a general note on the plans: Doors shall have a level area, or landing, per Section 1004:9.2.2a: a). ~60" in the direction ·of door swing. b) ~48" in the direction opposite the door swing ( or 44" if doors don't have latches or closers). • SPECIAL HAZARDS 16. Provide the following as a general note: Objects projecting from walls with their leading edges comply with Section 11218.1: a) >2T' but ~80" above finished floor protrude ~4" into walks,. halls, corridors, passageways or aisles. b) ~27" or >80" above finished floor may protrude any amount. c) Freestanding objects mounted on posts or pylons may overhang ~12" into the walk, hair, etc. if ~7" but ~80" .above ground surface or finished floor. 17. Note that transit boarding platforms have a pedestrian access which is identified with a directional detectable texture. The raised bars shall be 1.3" wide and 3" o.c. ·off each bar. This surface shall be placed behind a yellow detectable warning texture (truncated domes) and .aligned with all doors of transit vehicles, per Section 1024.3. (Shouldn't this apply at the locations where persons will board the various rides?) · Carlsbad 97-2027 August 8, 1997 • STAIRWAYS AND.HANDRAILS 18. Show or note that stair treads are marked by a strip of clearly 9ohtrasting color, per Section 1006. 1'6.1, as follows: · a) At least 2" wide. b) Placed parallel to and not more than 1" from the nose of the step or landing. c) The strip shall be as slip resistant as the other treads of the stair. • MULTIPLE ACCOMMODATION SANITARY FACILITIES 19. When more than 6 water closets are provided, show the additional requirements given .in Section 11158. 7 .1.4. • RESTROOM FIXTURES AND ACCESSORIES (Provide the following as general notes on the plans) 20. Show, or note, on the plans that the accessible water closets meet the following requirements, California Plumbing Code: a) The seat is to be ;?;17" but ~19" in height. b) The controls are: i1 Operable with one hand. ii) Does not require tight grasping, pinching or twisting of the wrist. c) The controls for flush valves shall be: i) Mounted on the side of the toilet ~rea. : ii) Be ~44" above the floor. d) The force to activate the controls shall be $5# of force. 21. Show, or note, on the plans that accessible urinals meet the following requirements, per Section 11158.9.4 and California Plumbing Code: a) ·The rim of at least one urinal shall: i) Project 14" from the wall. ii) Be ~17" ·above the floor. b) The force to activate the flush valve shall be ~5# force. c) The control mechanism is be located ~44" above the floor. d) ;?;30" x 48" clear floor space is provided in front of the accessible urinal. Carlsbad 97-2027 August 8, 1997 22. Show that accessible lavatories comply with the following, per Sections 11158.9.1 and California Plumbing Code: a) ;?:30" x 48" clear space is provided in front for forward approach. The clear . space may include knee and toe space beneath the fixture. i) ;?:29" high x 30" wide x 8" deep at the top. ii) ;?:9" high x 30" wide and 17" deep at the bottom. iii) The counter top is ~34" maximum above the floor. b) Hot water pipes and drain lines are insulated. c) The·faucet controls, .and operating mechanism are: i) The type which does not require tight grasping, pinching or twisting of the wrist. · ii) Has an operating force of ~5#. d) If self-closing valves are used, they shall remain open for ;?:1 0 seconds. 23. Revise plans to show that grab bars comply with the following, per Section 11158.8: a) Grab bars shall be located on each side or one side and the back of the ¥{ater closet stall or compartment. b) They shall be securely attach~d 33" above the floor, and parallel. NOTE: Where a tank-type toilet is used which obstructs placement at 33", the grab bar may be installed as high as 36". c) Grab bars at the side shall be located: i) 15" to 16½" (±1 ") from the center line of the water closet stool. ii) Be ;?:42" long with the front end positioned 24" in front of the stool. iii) Total length of bars at the back shall be ;?:36". d) The diameter, or width, of the grab bar gripping surface is ;?:1 ¼" but ~1 ½", or the shape shall provide an equivalent gripping surface; e) If mounted adjacent to a wall, the space between the wall and the grab bar shall be 1 ½". f) B.e designed to support 250#. Carlsbad 97-2027 · August 8, 1997 24. Revise plans to show :S:40" height for: a) The operable parts of at least 1; i) Paper towel dispenser. ii) Sanitary napkin dispenser. iii) Waste paper disposal. iv) Other similar dispensing and/or disposal fixtures. b) The bottom edge of mirrors. 25. Revise plans to show that the toilet tissue dispensers are located ~12" from the front edge of the water closet stool, per Section 111.5B.9.3. • SIGNAGE 26. Provide a note on the plans stating that the signage requirements of Section 1117B.5 will be satisfied. · • COUNTERS AND TABLES 27. The tops of tables and counters shall be 28" to 34" from the floor. Where a single counter contains more than one transaction station, such as a bank counter with multipre teller window or a retail sales counter with multiple cash register stations, at least 5% (Put never less than one of each type of station) shall be located at a section of counter that is .at least 36" long and no more than 28" to 34" .high. Section 1122B.4. • ALARMS 28. Provide a note on the plans stating that the visual and audible alarms will comply with the provisions of NFPA 72G • GROUP A OCCUPANCIES. 29. Note that assistive listening device systems shall be installed in the following use areas for people with hearing impairments, per Section 1104B.2; a) Assembly areas. b) Conference and meetihg rooms. c) Similar areas. d) The number of personal receivers. required to be available shall be equal to 4% of the total seats provided, but ~2. . --------=··-=·--=--·~-~-~- Carlsbad 97-2027 August 8, 199'7 30. Revise plans to clearly show that accessible seating is provided and noted as follows, per Section 11048.3.1: a) Seating and toilet facilities in public amusement and/or resort areas shall be provided in a variety of locations such that a choice of admission prices and sightlines is available. b) Each accessible seat shall be identified by a sign or marker and the availability shall be posted at the ticket office. c) Seating capacity shown is >3001 show: i) Wheelchair space at more than one location. ii) Provide a .companion seat next to each space. d) Show ~1 % (with minimum of 2 seats) for semiambulant persons with ~4" clear space in front of the s.eats. e) Show minimum clear space for wheelchairs, per Section 11048.3.6. f) Accessible viewing positions may be clustered on levels providing acces$ible egress in balconies and other areas with <300 occupants and seating slopes 5:5%, per Section 11048.3.5 .. • GROUP M OCCUPANCIES 31. ~1 fitting room or-dressing room for male and female customers shall be provided at each area as follows: a) Entry doors shall provide: i) ~32" clearance. ii) ~18" strike edge. b) The mirrors shall be: i) 5:20" from the floor at the bottom. · ii) Measure ~18" wide x 54" high. iii) Be mounted for viewing on the bench or standing. c) Clothing hooks shall be mounted 5:48" from the floor. d) The room dimension shall be ~60" in width and length. e) Show a 24" x 48" bench: i) Fixed along the wall at t.he 48" dimension. ii) Mounted ~17" but 5:19'\ Carlsbad 97-2027 August 8, 1997 + PLUMBING, MECHANICAL AND ENERGY CORRECTIONS + PLAN REVIEWER: Glen Adamek· 1. The following are general corrections that apply to all buildings. Other specific corrections for each building will follow the general list. 2. Provide evidence of Health Department approval (fbr restaurants). 3. Each sheet of the plans must be signed by the lic~nsed designer. 4.. The. plans seem to be incomplete. A complete plans review will be done when the complete plans and calculations are provided. • GENERAL PLUMBING (1994 UNIFORM PLUMBING CODE) 5. Provide complete water line sizing calculations for each building with water connections, including the water pressure, pressure losses, water demands, and developed -pipe lengths. UPC Section 610.0 6. Provide gas line plans and calculations for each gas connection, showing gas pressures, pipe lengths and gas demands. UPC Section 1217.0 7. Provide d~ta on all material used in water treatment. Show type of material, and . amounts used arid stored, and locations of use and storage. 8. New water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush and shall meet performance standards established by the American National Standards Institute Standard A 112. 1'9.2, H & S Code, Section 17921.3(b). Correct the water closet WC-2. American Standard does not make a Number 30435.102 shown in the Specifications. 9. Show m~in roof drainage sizing and .overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix 'D'. 1 0. A complete plumbing plan review will be done when the complete, corrected plumbing plans and calculations are provided. • GENERAL MECHANICAL (1994 UNIFORM Ml:CHANICAL CODE) 11. Show the required access ladders to· roof mounted HVAC equipment. UMC, Section 321.8 12. Detail disposal sites of main condensate drainage from air conditioning units as per UMC $ectioh 31 0 Carlsbad 97-2027 August 8, 1997 13. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Section 310.1.1 14. Correct detail 1 on sheet Mf00-00-M004 to show the rest of the "OPEN DRAIN" system, including trap, vent and sewer connection. · 15. Provide complete kitchen· hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II as per the following: a) Provide the UL listing card showing the exhaust sizing requirements used for this hood. b) c) d) e) f) g) h) i) j) . k) Provide exhaust sizing calculations for kitchem hoods. UMC, Section 508.7 Provide grease duct air velocity caiculations. Minimum 1,500 fpm and maximum 2,500 fpm. UMC, Section 507.8 Each room provided with a kitchen exhaust system shall have air supplied to the room equal to the amount of air to be exhausted. The exhaust and make-up air systems shall be connected by an electrical interlocking . switch. UMC, Section 402.4 Provide construction details of required fire rated grease duct enclosure and hood enclosure. UMC, Sections 507.6, and 508.4.1 Detail grease duct discharge clearances as per UMC, Section 507.11, · (Minimum of 1 0 feet from parapet wall and air intake of HVAC unit.) . . The fire-rated grease duct and/or hood enclosures must extend from the point of penetration of the ceiling up to the roofing. The ceiling or hood enclosure must be over the hood. UMC, Sections 507.6, 508.4, and 508.4..1 The fire-rated grease duct enclosures must be sealed around the duct at the point of penetration of the ceiling. UMC, Section 507 .6 Clearly show the material used to construct the hood and exhaust duct. UMC, Sections 508.2 & 507.3 An exhaust outlet within the hood shall be so located as to optimize the capture of particulate mater. Each outlet shall serve not more than 12 foot section of hood. UMC, Section 508.R A complete kitchen hood system plan review will be done when complete hood system plans, details, and calculations are provided. · 16. A complete mechanical plan review will be done when the complete, corrected mechanic~! plan~ and calcuiations are provided. Carlsbad 97-2027 August 8., 1997 17. Clearly show where Class I, II, or 111.-A liquids are used (in ahy amount). In Groups B, F, M, and S Occupancies, or portions. thereof, where Class I, II, or 111- A liquids are used (in any amount), mechanical exhaust shc1II be provided sufficient to produce six air changes per hour. Such mechanical exhaust shall be taken from a point at or near the floor. USC, Section 1207.S(UBC, Section 1202.2.2 should be corrected to read like UBC, Section .1207.5 was corrected. Note there was no code change to remove the new F, M, and S Occupancies fromthis ventilation requirements.) • GENERAL ENERGY CONSERVATION 18. Provide plans, calculations and worksheets to show compliance. with current energy standards for each of the heated or cooled buildings. 19. On the plans clearly show the wall and roof insulation locations, thickness, and R-value~, as per the energy design. 20. Provide automatic shut-off controls for lighting as per Title 24, Part 6, Section 131(d). (For buildings with conditioned floor area over 5,000 square feet.) 21. Show bi-level lighting controls as per Title 24, Part 6, Section 131(b). 22. Show the daylit areas and required daylit area lighting ·controls for lighting in · daylit areas. Title 24, Part 6, Section 131(c). 23. Detail required exterior IJghting controls. "Exterior lighting controlled from a lighting panel within the building shall be controllec;f by a directional photocell or astronomical time switch that automatically turns off exterior lighting when daylight is available." 24. The completed and signed ENV-·1, L TG-1, and MECH-1 forms must be imprinted on the plans for each of the heated or cooled buildings. Use the new .forms, not the January 1995 forms, to be signed by both the Documentation Authors and __ the Principal Designers. 25. Complete energy plan check will be done when complete corrected energy designs are provided. • THE GARDEN RESTAURANT, .PLUMBING 26. The plumbing ,plans for the. Garden restaurant do not match the rest of the plans. Please correct. 27. Detail how floor drain trap seal is .to be maintained. UPC Section 1007.0 (floor drain trap primers). Carlsbad 97-2027 August 8, 1997 28. Please provide grease interceptor sizing calculations as per UPC, Appendix H as per UPC, Section 1012. 29. Show water heater size, type and location on plans, UPC, Section 501.0 30. Show that water heaters are adequately braced to resist seismic forces. Provide two straps. One strap at top 1 /3 of the tank and one strap at bottom 1 /3 of the tank. UPC, Sectio'n 510.0 31. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 32. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507.0 33. Detail the water ~eater flue (vent) termination's as per UPC, S~ction 517.0: Minimum 8 feet from the wall or above the wall. 34. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. - 35. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix 'D'. • THE GARDEN, MECHANICAL 36. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part H. • THE GARDEN RESTROOMS, PLUMBING 37. The plumbing plans for the Garden restrooms do not match the rest of the plans. Please correct. 38. Detail how floor drain trap seal is to be maintained. UPC Section 1007.0 (floor drain trap primers) .. 39. Show water heater size, type and location on plans. UPC, Section 501.0 - 40. Show that water heaters are adequately braced to resist seismic farces. Provide two straps. One strap at top 1 /3 of the tqnk and one strap at bottom 1 /3 of the tank. UPC, Section 510.0 . - 41. Show P & T valve on water heater and detail drain line route from P & T valve to the exterior. UPC Section 608.5 Carlsbad 97-2027 August 8, 1997 42. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507.0 43. Detail the water heater flue (vent) termination's as per UPC, Section 517.0. Minimum 8 feet from the wall or above the wall. 44. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. 45. Show main roof drainage-sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix 'D'. • THE GARDEN RESTROOMS, MECHANICAL 46. Show the required access ladders to roof mounteq HVAC equipment. UMC, Section 321.8 47. Detail disposal sites of mai'n condensate drainage from air conditioning units as per UMC Section 310 · · • THE SPACE AGE FACILITY, PLUMBING · 48. Detail required ladder access to-water heaters if more than 8 feet above the floor. UPC section 511.2 49. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1-506, and UPC, Appendix 'D'. • THE SPACE AGE FACILITY, MECHANICAL 50. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 51. Detail access and working clearances to HVAC equipment 52. Detail disposal sites of main condensate drainage from air conditioning units as per UMC Section 310 The plumbing plans show no Air Gap Fitting fixtures to receive condensate waste. 53. Correct detail 1 on sheet M1 00-00-M004 to show the rest of the "OPEN DRAIN" system, including trap, vent and sewer connection. · 54. Detail overflow (secondary) condensate discharge from air conditioning units that are in a ceiling space to readily observed locations. UMC Sectiqn. 310.1.1 Carlsbad 97-2027 August 8, 1997 55. Provide data on the material to be used in the Model Repair room # 102. In Groups B, F, M, and S Occupancies, or portions thereof, where Class I, II, or 111- A liquids are used (in any amount), mechanical exhaust shall be provided sufficient to produce six air changes per hour. Such mechanic~! exhaust shall be taken from a point at or near the floor. UBC, Section 1207.5(lJBC, Section 1202.2.2 should be corrected to read like UBC, Section 1207.Swas corrected. Note there was no code change to remove the new F, M, and S Occupancies from this ventilatidn requirements.) 56. Correct the details the exhaust outlet clearance for restroom exhaust fan, 3 feet minimum from door opening, as per_ UMC, Section 609.1 0 . . ' •': ' 57. Provide data on the 12 inch diameter schedule "C" pipe used as below grade exhaust duct. Provide data on Joints, piping material and listing data on pipi_ng used as below grade ducting. • THE DUPLO RETAIL, RESTROOMS, MAGIC THEATER, & PASTA PATCH, PLUMBING 58. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix 'D'. 59. Detail shower drain 48 inches minimum from threshold at entry into the shower stall for wheel chair access. UPC Section 410.3 Also drain must be 6 inches maximum from rear shower stall wall in wheelchair accessible showers. • THE DUPLO RETAIL, RESTROOMS, MAGIC THEATER, & PASTA PATCH, MECHANICAL 60. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 61. Correct detail 1 on sheet M1 00-00-M004 to show the rest of the "OPEN DRAIN" system, including trap, vent and sewer connection. 62. Detail access and working clearances to HVAC equipment. 63. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II 64. Provide the listing data and installation dgta for the proposed wood burning pizza oven. If not listed a third party installation report will be required for the approval of the construction and installation of the proposed wood burning pizza oven to approved standards. UMC, Section 302.2 L Carlsbad 97-2027 August 8, 1997 • THE ICE CREAM STAND# 1, PLUMBING 65. Show main roof drainage sizing and overflow roof drainage sizing as per UBC, Section 1506, and UPC, Appendix 'D'. · • THE ICE CREAM STAND# 1,, MECHANICAL 66. On sheet D324-83-M257 clearly show this is th.e Ice Cream Stand # 1. Also, provide the building pla~s for the Ice Cream Stand # 1. • THE FAIRY TALE BROOK MECHANICAL BUILDING, PLUMBING 67. Provide the required traps and vents for the floor drain and backwash standpipe fixtures connected to the sanitary sewer. See sheet b-321-00-W305. 68. Show the required RP valve back flow device at domestic water connection to filter system UPC, Section 603.3.12. See sheet D-321-00-W305. If hose bib is after the RP valve back flow device show signs at outlets UPC, Section · 603.3.11 .. • THE MARCHI: COMPLEX, PLUMBING 69. Provide complete plumbing drawings and calculations. 70. Please provide g·rease interceptor sizing calculations as per UPC, Appendix H as per UPC, Section 1012. - 71. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. UPC, Section 603.3.12 72. Detail shower drain 48 inches minimum from threshold at ~ntry into the shower stall for wheel chair access. UPC Section 410.3 73. 74. • THE MAR.CHE COMPLEX, MECHANICAL Correct detail 1 on sheet M1 00-00-M004 to Show the rest of the "OPEN DRAIN" . . system, including trap, vent and sewer connection. · · Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II Provide the KE drawings. The condensate from air conditioning units may drain to lavatory tailpiece, but not to a kitchen sink tailpiece. _. Carlsbad 97-2027 August 8, 1997 76. What is '1" AL'? Shown on sheet F236-00-M202 over the Canteen Seating #105 and Servery #132. 77. Show the required Ceiling rated fire dampers of the duct openings in the fire rated ceiling membranes. 78. Show the required access ladders to roof mounted HVAC equipment. UMC, Section 321.8 · · 79. Detail disposal sites of main condensate drainage from air conditioning units as per UMC Section3t0 • THE NORTH COMPLEX, PLUMBING 80. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code,. Section 507.0 81. Detai·I the water heater flue (vent) termination's as per UPC, Section 517.0. Minimum 8 feet from the wall or above the wall. 82. Detail the water heater flue (vent) offsets, length, pitch, and clearances as per UPC, Section 516.0. 83. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. UPC, Section 603.3.12 • THE NORTH COMPLEX, MECHANICAL 84. Show the required Ceiling rated fire dampers of the duct openings in the fire rated ceiling membranes. 85. Show the required access ladders to roof mounted HVAC equipment. UMC, Section 321.8 86. What is '1." AL'? Shown on sheet F2~6-00-M202 over the Factory Tour #104 and Baby Care #117. • THE BRICK .BROTHER$ AND EXPLORERS, PLUMBING 87. Detail the drain line from the roof receptorfor main condensate drainage from air conditioning units and detail disposal sites. • THE BRICK BROTHERS AND EXPLORERS, MECHANICAL 88. Show the required access ladders to roof mounted HVAC equipment.. UMC, Section 321.8 .L Carlsbad 97-2027 August 8, 1997 89, What is '1" AL'? Shown on sheet F236-00-M202 over the Brick Brothers. . • THE FUNTOWN NORTH SOUTH FOOD STAND, PLUMBING 90. Please provide grease interceptor sizing calculations as per 'UPC, Appendix H as per UPC, Section 1012. 91. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. UPC, Section 603.3.12 • THI; FUNTOWN NORTH SOUTH FOOD STAND, MECHANICAL 92. Provide mechanical ventilation in all rooms capable of.supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 93. Show the required access ladders to roof mounted HVAC equipment. UMC, Sec~ion 321.8 94. Provide complete kitchen hood plans, details, and calculations to show compliance with UMC, Chapter 5, Part II Provide the KE drawings. • THE FUNTOWN NORTH ASIAN FOOD, PLUMBING 95. Please provide grease interceptor sizing calculations as per UPC, Appendix H as per UPC, Section 1012. 96. Detail the required listed reduced pressure principle backflow preventer as protection of water connection to carbonator. UPC, Section 603.3.12 • THE FUNTOWN NORTH ASIAN FOOD, MECHANICAL 97. Provide ·mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15pubic ~eet per minute per occupant. UBG, Section 1202.2.1 98. Show the required access ladders to roof mounted HVAC equipment. UMC, Section 321..8 · 99. Provide complete kitchen hood plans, details, and calculations to show compliance with L,IMC, Chapter 5, Part II Provide the KE drawings. • THE FOOD CART IVIAINTENANCE, PLUMBING 100. Provide combustion air for fuel burning water heaters in accordance with the Uniform Plumbing Code, Section 507.0 Carlsbad 97~2027 August 8, 1997 101. Detail the water heater flue (vent) termination's as per UPC, Section 517.0. Minimum 8 feet from the wall or above the wall. 102. Detail the water heater flue (vent) offsets, length, pitch, and clearances_ as per UPC, Section 516.0. · • THE FOOD CART MAINTENANCE, :MECHANICAL 103. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, S~ction 1202.2.1 • THE MINI DRIVING SCHOOL, PLUMBING • THE MINI DRIVING SCHOOL, MECHANICAL 104. Provide mechanical ventilation in Recharging Station #X103. If battery rechatging detail the required ventilation. NEC, UMC, & UBC, Chapter 12 • THE DRIVING SCHOOL, PLUMBING 105. Clearly show all water demands. • THE DRIVING SCHOOL, MECHANICAL 106. No ventilation of the Covered Video Instruction Room_ #102 shown. Provide mechanical ventilation in all rooms capable of supplying outside air at a minimum rate of 15 cubic feet per minute per occupant. UBC, Section 1202.2.1 • THE HELICOPTER RlpE MAINTENANCE, PLUMBING 107. Clearly show all water demands. • THE HELICOPTER RIDE MAINTENANCE, MECHANICAL 108. Clearly show the use in the Helicopter Ride Maintenance Building, and what is being exhausted by the ventilation system. • THE BOATING MAINTENANCI:, PLUMBING 109. Clearly show all water demands. Carlsbad 97-2027 August 8, 1997 • · THE BOATING MAINTENANCE, MECHANICAL 110. Clearly show the use in the Boating Maintenance Building,. and what is being exhausted by the ventilation system. Note: If you 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. Carlsbad 97-2027 August·s, ·1997 + ELECTRICAL PLAN REVIEW + 1993NEC + PLAN REVIEWER: Eric Jensen None of the following plan check items are, for the rides or features. They are for the buildings submitted with this plan check '(not all lands include all buildings with this plan check) and the site lighting. General: --The following corrections refer to all lands. 1. The color code shown in the specifications is atypical for this area: 277 /480 volt systems are normally "A" Brown, "B" Orange, and "C" yellow. Further, if both voltages are to occupy same enclosures, the neutrals (for both the 120/208 and 277/480 volt systems) will be required to be identified in a qifferent manner (both could not be "white". 2. All vaults should include the following information: an electrical wiring design, power disconnect method, a description of power to the vault (phases, voltage, number of different electrical systems-Le. 12,000 volt& 120/208 volt), grounding and bonding details, and the method of conduit sealing at the vaults. 3. Any special treatment of electrical systems in, at, or near .a body of water should be detailed on a ·plan sheet. For example, if "pool" (Article 680) standards are used, for example, the bonding· of metal within 5' Of the water's edge should be noted. Note: Low voltage wiring is not exempt from pool regulations. 4. Detail the termination of the food ca.rt branch circuit receptor. 5. Detail the typical "power" low voltage manhole system. Vault size, access, working clearances, drainage, conduit sealing, ventilation, and grounding. 6. All buildings and structures require the following to be shown on the single · line diagram: All of the grounding electrodes available at that building (include a description of the "UFER" grounding electrode--the City of Carlsbad only recognizes a copper conductor installed in the foundation (rebar is not acceptable)), a cold water bond to each isolated metallic water piping system in that .building, a disconnecting means (no. more than six handle throws)' for each individual building, a common connection for isolated electrical systems to a grounding electrode (emergency power and normal power, for example), and signage at the main distribution .panel when emergency power is also supplied to the building. 7. I'm not sure how load calculations for the high voltage system, substations, and distribution panelboards is documented, Carlsbad 97-2027 August 8, 1997 8. Wiring methods should be specifically detail or specified on the plans: Specifically the City of Carlsbad does not allow armored cable or nonme~allic cable to be used in commercial applications. · 9. Transformer grounding eJectrodes (not just the conductor) should be specified. 10. The plans submitted for this recheck vary in completeness. Some buildings have a complete electrical layout shown, some have a partial plan, and some only show partially exterior electrical. This edition of plan check addresses general corrections (above) that are required on all submitted plans and should be included with all plan sets on the next resubmittar, as well as a gene~al overview of each land (below) th~t cites obvious corrections. This overview pfan check is not complete as the submitted plans are not complete and may require future new corrections to be added to the various lands. Parkwide 11. Where do the "letter" cuts for the trench details refer to? 12. Provide conduit sizing calculations for the 5" high voltage loop: (3) 750 + (1) 4/0 ground conductor not to exceed 45% conduit fill. CEC 710-10 13. The layout for the "typical" substations do not appear to meet the clearance requirements of CEC 110-34(a). The distance between substations, for example, would be condition 3 on Table 110-34(a) for 9001-25,C00 volts, or~, not the clearances shown on the various layouts. The GEC, furthE;3r, has added wording to where the clearances apply: "The minimum depth of clear working space in front of or about. .. ". Clearly show on the substation layouts the "front" of the substations and note on the plans if the sides or back may or may not contain equipment requiring servicing, energized or deenergized. 14. Detail the lock system on the fenced enclosures for the substations: They should be locked from the outside but be openable without a key from the inside. 15. Provide electrical details for the Nature Maze equipment vault #1 (if part of this permit). Include the grounding/bonding details, electrical layout, EP1 specifications, conduit termination method (sealing) for EP1 to prevent water entry, and the required .clearance for EP1 (Include vertical clearance$). 16. The conduit arrangement and electrical feed for the "figures" is still under design. P300Y101. L Carlsbad 97-2027 August 8, 1997 Garden ( Garden Restaurant Only) 17. A sheet of trench detail ( duct bank) that does not appear to reference at any point on the rest of the submitted plans. · · 18. Complete the electrical plan for the "Garden Restaurant". They are not complete enough to plan check at this time Lagoon No electrical plans provided with this set for any of the "Lagoon" area .. Minihmd (Site lighting and "Space Age Show" buildirig) Sheets M155, sheets E324, E103, and E1-04 1-9. Provide "typical " details for site lighting: Include the conduit type, burial depth . and conductor type. 20. The plans show a manhole system with electrical power throughout. I don't know where this system is described on the plans. (DPM to MPMH-7 to MPMH6) 21. Identify any light fixture installed within 5' of the edge of water. Note any optional grounding and/or bonding for these fixture$. Sheet M1 00E501 22. The automatic transfer switch, EPM panelboard, food cart circuits and feeders. 7- 23 do not show up on the floorplans or site plans. 23. Show the required cold water bond(s) for DPM on the single line diagram. 24. The emergency system panel (or ATS), if located in the same building, should have a "grouped" disconnecting means (with normal power) and be shown as connected to a common groundin9 electrode and cold water_ bond. 25. Show all feeder conductor sizing. 26. I believe panelboard EPPM (on sheet E502) is panelboard EPM (on .sheet 501 ). 27. Provide a panel $Chedule for APIM. 28. lndude the calculated feeder load to SS-2 from DPM on the single line diagram. ~ I < Carlsbad 97-2027 August 8, 1997 Lagoon 29. The lagoon building is not available for plan check. The site ·has:·not been plan checked pending responses from "General" above. Funtown The following buildings only were submitted for plan check: Brick Brothers, Marche Complex, and North Complex buildings are not complete: interior lighting and power plans are not finished. · The Sandwich & Crepe, Asian. Food, and the Hamburger Stand have complete electrical plans. The remaining bl,J.ildings and structures were not included in this plan check. · Note: The following is a preliminary plan check. Upon completion of the single line dtawingsand building(s) electrical design, more corrections may be necessary. 30. For all distribution boards include all of the grounding electrodes and the cold water bond on the grounding detail. _ 31. For all of the buildings, including small outbuildings and "structures", include the grounding electrode and coldwater bond on the single line diagram. Forthe smaller buildings, these details would be shown at the paneJboard serving that outbuilding. · 32. What is the significance of the "roof' plans? They appear to have heavy lines drawn at various areas With no reference. Are they significant? 33. The following is a "quick review" of submitted· electrical desigr:1 .. A more through . review will be made upon submitt~I of completed plqns. 34. GFCI protected convenience receptacles are required to be installed within 25' ·of roof mounted HVAC equipment. 35. Show or note the reqLJired conduit seals at the coolers. 36. Provide specifications for the (cart) battery charging system. What are the ventilation requirements for this area? · · 37. Why does FTMSC have a 50 ampere main breaker and a 200 anipere. feeder? rf ' I < Carlsbad 97-2027 August 8, 1997 38. Show the main disconnect for the Asian Food panel, FTNAF. What is the other panel designation shown on the floorplans? 39. Show the main disconnect for FTSH. Why are two panels referenced on the single line diagram and one shown on the floorplan? 40. Panel LPIF has a 225 ampere feeder shown to a 150 ampere main. 41. Panel board APIF does not have a panel schedule. 42. Where is MDBB shown on a single line diagram? Duplo 43. The substation. layout on P000E102 refers to "cluster" single line diagrams. Where are they located? Unit substat.ion 8 is shown as 2,000 amperes on the Duple single line, 3,000 amperes on the Parkwide single line. · . 44. The single lines and panel schedules are not complete. 45. Distribution board "DSC" is identified as both 600 and 800 ampere on the single line diagram. 46. Many of the electrical rooms are identified "storage'. Review NEC 110-16(b) for applicability. The electrical room shown at the Pasta Patch varies in layout from sheet to sheet. 47. Neither the "Pasts Patch" or "Sout~ Complex" electrical layout is complete. Note: If you have any questions regarding this electrical plan review list please contact the plan reviewer listed above at (619) 560-1468. To speed the review processr note on this list ( or a copy) where the corrected items have been addressed on the plans. i:NGINEERING DEPARTMENT FEE CALCULATION WOR-KSHEET O Estimate based on unconfirmed information from applicant. s,___ Calculation based on building plancheck plan submittal. Address: L~~~ Bldg. pe~mit No. L I> 1-o/ 7 ~ Zl) Z 7 Prepared by: a Ghecked by: ....;.....-'----Date: ____ _ EDU CALCULATIONS: _ list types and square footages for all uses. Types of Use: f~~ Sq. Ft./Units:_,_· ..___, ________ _ EDU's: 4:?,.L~ ADT CALCULATIONS: Lis.t types and square footages for all uses. Types of Use: /4,:~ Sq, Ft./Uhits: _______ _ FEES REQUIRED: . ' . WITHIN CFD: DYES (no bridge & thoroughfare fee, reduced Traffic Impact J=ee) . ONO D 1. PARK-IN-LIEU FEE PARK AREA: ___ ..,. FEE/UNIT: X NO. UNITS: =$ ____ ____ ~ 2, TRAFFIC IMPACT FEE FEE/ADT: ~z_ .. ADrs/UNITS: qr; :3 X tj-3. BRIDGE AND THOROUGHFARE FEE X FEE/A:DT:. ADT's/UNITS: =$ _ __, __ _ ~ 4. FACILITIES MANAGEMENT FEE ZONE: ~ · ... . .. 6sto UNIT/SQ.FT.: X . 6-FEE/SQ.FT./l)N T: . =$ ______ _ ~ 5. SEWER FEE PERMIT No. ;,£ 'f 8t:c>/;J FEE/EDb g/ 6,... EDU's: 4J,2.,£j X BENEFIT AREA: _____ ;DRAINAGE BASIN:. __ __ l;DU's: X FEE/EDU:. __ . __ _ =$ _______ _ 6. DRAINAGE. FEES Pt.DA . HIGH ................. --/LOW __ _ ACRES: X FEE/AC:--......---=$ _____ _ 7. SEWER LATERAL ($2,500) =$ ____ __,_ TOT AL OF ABOVE FEES*: $ ------ *NOTE: This calculation sheet is NOT a f;Omplete-list of all fees which may be due. Dedications and Improvements ·may also be requirt:!d with Building Permits. -" . --' P:\OOCS\MISFORMSIFEE CALCULATION WORKSHEET · REV 01/28/97 ENGINEERING DEPARTMENT FEE CALCULATION WORKSHEET D Estimate based on unconfirm~d information from applicant. D Calculation based on building plancheck plan submittal. Address:/~tW«//tbJd~_ . Bidg. Permit No. Cb f't-~Z:? Prepared by: ~ Dat~:~d,z . Che.eked by:. _ bate: ____ _ EDU CALCULATIONS: List types and square footages for all use~. Types of Use: &,'7~#,;£ Sq. Ft./Units: _____ _ ~DU's: /9',!3£!> ADT CALCULATIONS: list types and square footages for all uses. Types of Use:~ Sq: Ft./UnitS: ____ ____. _________ _ ADT's: 44z._ FEES REQUIRED: WITHIN CFD: D YES (no bridge & thproughfare fee, reduced Traffic Impact 'Fee) D 1. PARK-IN-LIEU FEE PARK AREA: _____ _ FEE/UNIT: ______ _ X NO. UNITS:--,,...--_,_ X t,.(_ 2. TRAFFIC IMPACT FEE ADT'siUN[TS: 4 4-_ -z._ }.f/13. BRIDGE AND THOROUGHFARE FEE ADT's/UNITS: _______ __,..._ X FEE/ADT:~--------- ~CILITIES MANAGEMENT FEE ZONE: ____ /_>___,_.--c/0 UNIT/SQ.FT.: V{~ ?,./[,... X FEE/SQ.FT./UNIT: 0-K 5. SEWER FEE PERMIT No. _. ___ __ EDU's: ;r. 13B X FEE/EDJ; 8/t) I BENEFIT AREA: _____ _ DRAINAGE BASIN:,,_. __ __ . ONO =$ ____ _ =$ _____ _ = $ _____ /_t"L_g_ =$J5/183- i EDU's: ... -____ X FEE/EDU:.___ = $ _____ _ ~ 6. DRAINAGE FEES PLDA_______ HIGH --,------/LOW __ _ '/// ACRES: . X . FEE/AC: = $ _____ _ !;If.. 7. SEWER LATERAL ($2.5001 " =$ ........ __,.----'------ TOTAL OF ABOVE FEES*:$ ------ *NOTE: This c;:~lculation sheet is NOT a,compl'ete list of ·all fees which may be due. Dedications and Improvements may al$o_ be ·required with Building Permits . P:\DOCS\MISFORMS\FEE CALCULATION WORKSHEET . REV 01 /28/97 ~ ~ i Cl Cl Cl J~ .c .c .c ~ ~ "ij ~ ~ ~ Q) Q) Q) .c .c: .c: (.) () () C: C: C: E! ro ro a. a: a: _., ·. PLANNING DEPARTMENT _ BUILDING PLAN CHE.CK REVIEW. CHECKLIST Plan Check No. CB 912027 · Address ----------;---'-----,---'--'-------,.-:,- 'Plahn'er ... LJ.or:J:.-.-/Veu..,,. . :Phon'e, ('61'9) ·438 .. 1161, extension 'ff!/.(;. APN: ?//-/CXJ_ ..... :09 -.. . _ .. -.. ,. . - Type of Project and Use:: Pociion 0£:* ::bioic Aa('k ~~WL&Y-6 Zone: C-T=-Facilities Management Zone: __ ....;/... .... ...,, .... :?_------------'- CF Legend ~ Item Complete (If property in, complete SPECIAt.TAX CALCULATION WORKSHEET provided by Building Department:) Q Item Incomplete_ -Needs your c;1ction _ · ~ )8{ D Environmental Review _Required: -YES_~ NO DATE OF COMPLETION: .S:-2.0:97 . TYPE Compliance with conditions of approval? If not, ~tate conditions Which require action:· . Conditions of Approval · D.iscretionary Action Reguired: YES NO TYPE /!c,;Ji;~sr~C??7'_-~-97 ~--- APPROVAL/RESO. No.c:c • .:#97-G"JO DATE /22.Q~7 PROJECT NO. Sl) /J qG--/t/ - OTHER RELATED CASES: _c ____ : .() ____ ,<J--'-''f~~....:-/2'""""~'-------------'--- Compliance with conditions or approval? If not, state conditions which require action. Conditions of Approval AC, 4=sq. '7'083 cordi:tior1S -G; 7; 8"_1 qJ is; ZO; 7¥ P,C, /Je.so, 4E'fcaaliti01l. -1/ - •, - Coastai Zone Assessment/Compliance Project site located ih Coastal Zone? YES / NO If NO, proceed with checklist; if YE$, proceed below. · Determine status (Exempt or Coastal Permit Required): If Exempt, proceed with checklist; if Coastal Permit r~quired, hold building permit until Coastal Permit issued. Coastal Permit Determination Form already completed? YES NO If NO, complete Coastal Permit Determination form now. Coastal Permit Determination Log #: G()P -C/t;,--16 ~ved Follow-Up Actions: 1) Stamp Bt!ilding Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plan$). - 2) Complete Coastal Permit Determination Log as needed. DOD lnclusionary Housing Fee required: YES NO/ (Effective date of lnclusionary Housing Ordinance -May 21, 1993.) Site Plan: 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines, easements, existing and proposed structures, streets, existing street improv~ments, right-of.-way width, dimensional setbacks and existing topographical lines. 2. Provide legal description of property and assessor's parcel. number. Zoning: 1. Setbacks: Front: Required Shown ------Int. Side: Required Shown ------Street Side: Required Shown ------Rear: Required Shown ------ 2. Lot Coverage: Required Shown ------ 3. Height: Required Shown ------- 4. Parking: Spaces Required ------Shown ------ Guest Spaces Required ------Shown ------- Additional Comments ________________________ _ DA TE ICJ~'B /---7? City of Carlsbad 97~13-D Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Reviewed by:_.,---,&""'-'-..... ~14--.. --=----__ Date of Report: Wednesc;lay, November 1 ~. 1997 Contact Kyoko Adachi 1655 26Th St Name Address City,. State Santa Moni.ca CA 90404 Planning No. Job Name Lego Duplo Cluster Job Address Armada ---'-'-'-'--'----'--,--~-~-"-,---~~----Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to ·comply with instructions in this report can result in suspension of permit to construct or install improvements. · D Disapproved -Please see the attached report of deficienci'es. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for r~vieW. For Fire Department Use Only Review 1st~--2nd_· __ 3rd. __ ~ Other Agency ID CFD Job# __ 97_2_1_3-_D_ File#_~---'---"'- 2560 Orion Way • Carlsbad, California 92008 • (61'9) 931-2121 City of Ca·rlsbad _ _ _ -_-_ 9.7425-8 Fire Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Wednesday, NovembE?r 19, 1997 Contact Name Address Kyoko. Adachi 1655 26Th St City, State Santa Monica CA 90404 lBJ,.dg,...D-.eP-~t. _m, ______ , -~~~...,,......,,,, Planning No. Job Name Lego Beginning Reviewed by:-'-_ --1&_-...,,-~=--~-__ Job Address 1 Lego Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is -based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with-instructions iii this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached_ report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department Use Only Review 1st'----2nd. __ _ 3rd. __ _ Other Agency ID CFDJob# __ 97_4_2_5-_B_ File# __ ~_ 2560 Orion Way • Carlsbad, California 92008 ·-(619) 931-2121 City of Carls.bad · ... 97425-1 Fi re Department • Bureau of Prevention Plan Review: Requirements Category: Building Plan Check · Reviewed by: _ _,_.~==..,,.,"""""k/=---· __ Date of Report: Wednesday; November 19, 1997 Contact Name Address City, State Job Name Lego Imagination Kyoko Adachi 1655 26Th St . Santa Monica CA 90404 Job Address 1 Le o Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, .induding field modifica- tions, must be reviewed py this office to insure continued conformance with applicable codes. Please review carefully all comments attached, as failure to comply with instructions in this report can result in sllspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to indicate compliance with applicable · codes and standards. Submit corrected plans and/or specifications to this I office for review. For Fire Department Use Only Review 1st __ _ 2nd.~·--3rd __ _ .Other Agency ID CFD Job# __ 97_4_2_5-_I ~ File# __ ..=..,__ 2560 Orion Way • Carlsbad, California 92008 • (619). 931-2121 City of Carlsba·d . . ... 97213-L Fire Department • · Bureau of Prevention Plan Review: Requirements Category: Building Plan Check Date of Report: Monday, October 27, 1997 Reviewed by:_.-~----=-~--=-----'--~"*'~-=-=-- Contact Kyoko Adachi 1655 26Th St . Name Address City, State Santa Monica CA 90404 Bldg. Dept. No, CB9.?·2027· -~~ " ---"--·~---,-.J Planning No. Job Name Lego Lagoon Cluster Job Address Armada ------,----,---~--------Ste. or Bldg. No. ____ _ ~ Approved -The item you have submitted for review has been approved. The approval is based on plans; information and/or specifications provided in your submittal; therefore any changes to these items after this date, including field modifica- tions, must be reviewed by this office to insure continued conformance with applicable codes. Pl~ase review carefully all comments attached, as failure to comply with instructions in this report can result in suspension of permit to construct or install improvements. D Disapproved -Please see the attached report of deficiencies. Please make corrections to plans or specifications necessary to· indicate compliance with applicable codes and standards. Submit corrected plans and/or specifications to this office for review. For Fire Department U$e Only Review 1st. __ _ 2nd. __ _ 3rd __ _ Other Agency ID CFO Job# · 97213-L File# ___ _ 2560 Orion Way · • Carlsbad, California 92008 • (619) 931-21'21 M~RE STRUCTUR.AL AND - DETAIL/DESIGN CALCS SCANNED SEPARATLEY SEE ENTRIES UNDER CB972027 · I I . I •• DESIGN CRITERIA Based on_provisions of the 1994 UBC CONCRETE 28-day strength SOIL-BEARING LEGOLAND Equipment Vauits Carlsbad, California l ,. Based on soils report by Leighton and Associates, lnc. dated July 23, 1996 STEEL #5 bars and smaller #6 bars and larger Heather Giddens, P .E. Civil Engineer, Structural Design 1549 Iris Court San Jose, <;:alifornia 95125 (408) 998-5576 ,, , F'c=2500 psi q=3500 psf Fy=40ksi Fy=60ksi 11 ~ Cf<JTI7P-IJ::a-! ' f.'F,· ~ 145 , CE:=1 L1G, = '2::> .c:,11 f,b, ::::: l&2,0 I ' f-c::n:;;f= '5 L.;=---fb . ;---e.5l,JKc; 1d' 7rf I< · G~ -~ f'--611--J.F: /.a E:$).U1vrL.-ehJr r-u,o A'<-~~e-= ~ft::.t=-(x RESV ~cnco~ 0::>~'"46N1 _:_ , ~ ~ ~I G e,l::F"'A !-lb C. ';o8):) ftof ~~yE?-~71--l ~F-Ef =-~ ~/11 ·flc~;2.S:O ~L _ A~~ NT. -=-I ID ftF- ' . 1.4 ~k4o ) r 7 -=-------~-~ UJv=l~fBF- [t.J,·~ 0 (~")-=;-. ~ pcf- Wi.,r '1-7/~~ 'D~ ft_r ~er--t~-' . rzr--9CC?(~k + t?s(ei)i(Y;,_;-) ' = rZb~* . h~ ~~) +.E=B(B)1('f~ -z Z-17P* °*' -H .... -#(1'')(ro::,,--0)8&) ~5740 I . fe:,. ~'°, eh 1= r:::i.11 c=l =-c. . .J ty -4d:.SL -K. p.-.1. i;;,. k4 l--iu , _ 7(s 74-J"" "!J. 1 e, t('=, L ~~ ~ . ~ IN. '2 -W-5 e_~!I o..c. 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I , F F -= 14 1. 6 II ,' CE5iL1& t:'-~!d' '·; f;~-= /c,2..c,' f I, I , fCC>f-'2;,L,.,-.e:::, ~L, ~Bfb'"r<~ ~s:-~ vr--v~r -No .1 ~-F.1.0 , ·. ~ r-tEr r~J.. tt-\Pt<-. I. ~S-CD f-61Nf.'.' II I . I I. i· i I. . IJJ,=>-lo.6(~;-~ f'OP- kJ~-.;:. i~t;:;,{~6;~ j07D -rC-r f-E:7f=""Oll ~ p . P.r= eeo (cJ;~) ~ ~1 z0t.a) -z-_. -a,~ ec,*-. . . fe:r r;-(cC)(°?'o)+ ~(/39);~:fa;) z::_ 4-1co#= . . 4H !-1'."'" c:,:tl;(~_iio7D) ::;1. e~~ \ .. · ·1v· . ~ "~ b; 1'.:11 .q .. Io. d' ~"'" 40 f''a Pc,"" a. 6 pa ku,. 1-7(2>. ~=-14 2 ~ 1 ,P-~~ ~-, 4e;(:J?;7:;;:a;,)~ I~ ·1N.2_ 4f-~e 0 11 ~ VSf'!:.... : · · _ : .. ~KIN :o COi b(i:2Xt~')--=-,':22 Iii~~ ... ~-or--. · . ~1--11 µ t_w,-z) "' '. OD;26(j'2)1 ~-"-,.?.,(,::, rN 2 l+-6 e id o0 ~ .. !!I ,, . i11 ~1 .Wlc:S' le>' t:::e6P ~). ~4 c.cHt' ·1,. i' . . ~ ft I II . · ~ . . I ~ . 11 II • Iii'· ~ .• \1 Ill · Iii 'II l • I I I I I I I I I I I I I I I I I I I z l- a: <( ~ cj z z Z MARTIN & DUNN, INC. :::J Structural & Civil Engineers 0 7801 Mission Center Ct., #400 San Diego, CA 92108 Phone (619) 497-2118 Fax [619) 497-0429 RESPONSES TO STRUCTURAL PLAN REVIEW COMMENTS AND REVISED STRUCTURAL CALCULATIONS FOR Legoland Carlsbad (M&D PROJECT NO. 960240.00) (IGMP #2 Package) Architect of Record: Hellmuth Obata & Kassabaum For Building Department Plan Check Resubmittal September 8, 1997 ·1 :1 J.' ·1 I I .I I I .I I I .I I I I I I: .1. INDEX SUBJECT RESPONSES TO STRUCTURAL PLAN REVIEW COMMENTS GARDEN CLUSTER: RESTAURANT GARDEN CLUSTER: PUBLIC TOILET BUILDING ' ·, MINILAND CLUSTER: SPACE AGE FACILITY MINILAND CLUSTER: MODEL FOUNDATIONS FUNTOWN CLUSTER: 1NORTH FOOD STAND FUNTOWN CLUSTER: SOUTH FOOD STAND FUNTOWN CLUSTER: MARCHE RESTAURANT FUNTOWN CLUSTER: NORTH COMPLEX QUEUE ROOF DUPLO VILLAG!= CLUSTER: RETAIL SHOP DUPLO VILLAGE CLUSTER: PASTA PATCH RESTAURANT seqt10N II 111 IV V VI VII VIII IX X XI I I I I I I I I I I I I I I I I I I I \ SECTION I . RESPONSES TO STRUCTURAL PLAN REVIEW COM·MENTS I I- I I I I I I I I I I I I I I I I I RESPONSES TO STRUCTURAL PLAN·REVIEW COMMENTS IGMP #2 ·PACKAGE COMMENT NO. 5a 5c 5d 32 33 34 35 36 37 (Carlsbad 97-2027, August 8, 1997) RE:SPONSE Th~ foundation details for the New York and San Francisco models ' . ' in Miniland can be found on drawing M-000-00-S210. The calculations can be found in the Appendix, sheets A 1-AB, of the Miniland Cluster calcs. . General pad foundations for small models can be found on drawing_ P-000-00-S120, however, work is still being done and the calculations have not as yet been finalized. Fences and retaining walls have been designed for general . conditions with height limitations as follows: Concrete retaining walls: Per schedule to h = 161-011 max. CMU scr:e~m walls: h_ = 911-011 max. above grade Steel stud fences: h = 8'-2" max. above grade ·wood fences: h = 7'-011 max. above grade Response per H.O.K. All drawings have been reviewed. Hold down anchors have been added to drawing-F-236-00-S210 at gridlines L-13and L-15. Response per H.O.K'. "Special Inspection: Program" form has been submitted for each of the following clusters: Duple Village, Funtown, Garden, Lagoon, Miniland and Parkwide Structures. Response per H.O.K. Submittal is complete. Drawings for all structures included in .our scope of work for this phase of the project have been submitted. Additional detailing has been provided as required. Please refer to the drawings. Page 1 of 3 I I I I I I I I I I I I I I I I I I I 38 39 40 41 45 46 52 53 54 56 RESPONSES TO STRUCTURAL PLAN REVIEW COMMENTS IGMP #2 PACKAGE (Carlsbad 97-2027, August 8, 1997) The canopies, which are constructed of a fabric material that is su~pended between posts or columns by cables, are not capable of supporting much load. We conservatively considered a 1 0psf "greenhouse" type live loacJ as the basis for the design of the posts, columns and footings. Refer to the attached calculation for typical interior studs, sheet A 14, which has been revised .to clarify the redistribution -of a 500 pound load to adjacent .studs. The plans do indicate that all masonry is to be under special inspection. This information can be found on drawing S100, General Notes-Special Inspection for each cluster in which masonry . is used. Lateral designs have been reviewed for collectors. Where required, additional calculations have been included on the attached sheets and additional details have been added to the drawings. Rw factor of 3 was used to design. the flagpoled columns on gridline "D" -refer to calculation sheet !350. Referto our response to comment number 32. The response to this comment is being formulated and will be forthcoming at a later date. The support for the glu-lam beams is to be a "GTL5" skewed hanger. The support for the W18 x 40 .beam is to be per detail 10/S553 with a four (4) bolt connection. The 2.25 btaced frame factorwas used in the design of the braced frame. Refer to sheet C35 of the calculations which indicates that the applied seismic force is. multiplied by a ,factor of 2.3 for load combinations 2 and 3. - The response to this comment is being formulated and will be forthcoming at a later date. Page 2 of 3 I I I I I I I I I I I I I I I I I I I RESPONSES TO STRUCTURAL PLAN REVIEW COMMENTS ·IGMP #2 PACKAGE (Carlsbad 97-2027, August 8, 1997) 60 C~mplete structural plans have been submitted for the boating sc~ool maintenance building, sheet number F-339-60-S290, and the'boating school storage building, sheet numberF-339-67-S295. These are the only bo~tirig school structures included in our scope of work for this phase of the project. 63 Refer to the attached calculations that substantiate the adequacy of the OHA33 anchor{note the plans graphically show an OHA36). Also, the welded column caps tie the Bx edge beams together to create a tension ring. 66 The calculations for the wood posts are shown on sheets A45 and A46. 69 Sheet number S300 includes the Duple Village Retail Shop and the Magic Theater. Please be advised that a note on the drawing indicates that the Magic Theater was not included in the July 21 submittal. However, the September 8 resubmittal does include the plans for a revised Magic Theater with all reference bubbles properly filled. 70 The September 8 resubmittal does include special detailing at grid F/10.3 on sheet S300. See detail 11/S511 for braced frame elevation and detail references. 76 This area is considered to be a plaza. The rnopsf live load is appropriate. 77 Detail 15/S51 0 has bee11 revised and indicates that the correct reference is detail "16" .. **End of Responses to Structural. Plan Review Comments** Page 3 of 3 I ~--~--------~~~~~--n~----~---~-~~ ... .,.~~-~ .. "'-..... ~ .. ~~-:-..--.... r.Ml.:=:~'li>·<>t--~ .. -~~ ................ - JOB ~kA-oJD 1v 'UW 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 SHEET NO. . . ' ~ V\ OF ~ . CALCULATED BY ~3 ... DATE -1 q~ CHECKED·BY f2zJ · DATE . 8 4 --=-----~ SCALE. 1 ':I P tN1., ST u 'D S . ' I -J~, our, I '\I' kT; -~ >' ' . . C \ ~-t~) "-W' '1 \~~ ~ :. \. v 1-~ /~1V'7 '7 +\- I I I I I I .·:::) :-~-·. ·:-: .:. :.-· I I I I I I I , I : . ·.: ·: -.. ~ :·:_-:;: I orz... ~ n... Or' ~ j t--.J o t ,'\ S PC.." · ~lvf) AW)W ; \ \ 1.~ ~/s1uo ~ t.D \~ 'i?-t \.., '1'( v o \» kO w / ~ ?';F io?1~ r2:e.Olt;,'tr2tr-,01~ 1~"--ro ~~j --------------'-----~---,-------·, ---~ 4'+~ W~ O("L. 2-'tlA 1 (_, L ~1 . ,4-1 ~ I ~c;-c.;-o \C. II \\ \'- \--,\ ~ , 't,~ --t 1 ~ ~ 4-- l r1o ~r t ,.;' r ,i" i.< t 1.,. t; <; ~ ~ l\ ·? c:; '1-i '2 I?, I t-o• ,=--$\p~r fb· l :-t? ~:r fk, -z-6l~.,. l :; ~ 1140, @; ~ 'f b-:.-~ ~? :r I I i I I I I I I I I I I I I I I I I I I I MARTIN. & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 . Phone (619) 497-2118 Fax (619) 497-0429 Ref crxvu ourc.o 'L I J.. r 8 11/RIIJtf <P if/f 6AK (tvo }C:.,t,,.,Cr -q.t/o 11 x (~1 );-r:;LJJ#" '{, 5' R~Al'1(~w/ M,£ (fo~ Wlrv O v.>A--0 (L\ ;~ JOB L E ~~CJ C,hf1. L.5'5 f's:) SHEET NO. r 11 OF__./_f:;:,_,-,--~~- CALCULATED BY ___ .;...(<_M_,_-<-'F_· .....,· ,-----DATE _q_._J~--1_+,._· ----,-- CHEGKED BY-------'-----,---DATE---'---~-- 1Rt l(?f-04( R 1 ;,-l'z I off~ I 't.f.5' :) __ /o.G.r _ ~ __ . ~ _ {Mev.f1 t JI\ I /ii D1"£ / C,v;v,-n:l 1i.,~ tr /1-'loM ;f'/.IA,v ,A"VE 1¥ vE-t"C /,,,//f#i:)v1 1-l/) tl\JU, I I -- I I I I I I I l{-I.: I I I I I I I - .. •r I i er. s-1 MARTIN &_ DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Sllite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 \ I ..... 2-~ l>b$ ~<$ / q-tg. -:;;. -= Jc. P bs r:-~tY/e 2. ~ ( 2 -t ~-e 5 ·,/c_ r? If P= 0,1s J_ . a II (..,.s = o, n , JOB LfGO L ~~ () - -~/ ~ lo.. SHEET NO. ----,---'---,,-I_.,_,__ :!,:! __ OF ~v CALCULATED BY ------------"~---M.----'S ____ ~ DATE °' -~ -11 CHECKED BY--~-----DATE _____ _ SCALE F\Jt-TfOy,./N '.. fht1mJJ t-t :rEJf -= /5.1-.-41( o, 1:::)(rP,11'1) @Sso) =-1/~o # ,;. I 8 (z_ f (? ' t:) (,.,/ 2) (! I I ';,,S) . & tP'/&.,rz./JS I I I I I I I I I I I I I I I I I I I SEP-04-97 08:42 FROM-HOK LA Car1alla4 17-aoa, Aupat 8, 19if 310-453-4523 T-235 P.02/07 F-845 PLAN REVllWCORRECTION LIST COMMt:RCIAL PLAN CHECK NO.: 97.aoa, OCCUPANCY: Variet TYPE OF CONSTRUCTION: VNle1 ALLOWABLS FLOOR\AREA: Vario1 I SPRINKLERS?: Vu!aa REMARKS: M~ltiple buildings. CATE PLANS RECEIVED BY JURlSDICTION: PATE INITIAl. PLAN REVIEW COMPl.iTTED: Auut I, 191'7 FOREWORD (PL.!AS~ READ): JURISDICTION: Carlaltad USf:: Tboae Park ACTUAlAREA: Vai-lell STORIES: 1 HEIGHT: Var!•• OCCUPANT LOAO: V•d• /- CATE Pl.ANS RECEIVED .av ESGIL CORPORATfON: 7123/97 PLAN REVIEWER: Kwt Culver This plan re\liew Is limiteca to the tactuiical requirements contained in the Uniform a"'na;ng Code, Unifonn Plumping Oo~e, Unifcmn Mechanical Coda, National Electrical Coda and state law_, re~ulating energy cons~rvation, . noise ~ttanuation anq 1,.ccass for the diaat,Jed. Thia plan revtaw 11 based on regLJlat1on1 enforced bv the Building Oepartmant. You may have ether corrections besacf on laws ancf orefinances enforced by the Planning Department, Engineering Cep•rtmant, Fire Department er other departments. Cfe,mimce, from th0ae Qepartments may be req1.1Jraq prior ta the Jaauanee of a building permit. Codtt secticms cited are bsaad an the 1984 use. The fcllcwing itBme ll&teQ need elar!flcaticn, m0~if/cauon er change. All items must be satisfied before the plans will be In conformance with the cited codes and r~gLllaticns. Per Sec. 106.4.3, 1994 Uniform Buildlng Ced,, the. approval of the plans dose not .permit the violation of any state, county or city t~w. . IR 1911d WR th• Cl&bl&ls St2PIH· pl1a1e note · OQ thll U1t far I t:Qpy) wbtrt •1cb ~aeetwo J11rn b111a•1n •flseu,~, l,•u al10 1b•Pl nHiilhtr, 1e1cms111an 11&t1Po, •IP· ft• •YI! sa !DCJOII Ult m•tkld YR H•t Wb@Q VRM 111llmit Ult FfYll•d ellD&, - --..-.. ~ -,-.·-·· .... -··· ---... ---.. ------------~ ---- I I SEP•04•97 OS:43 FROM•HOK LA T•235 P.03/07 F•845 Ca:rlabad 97•iD27 AJipat Bl 1997 ~ @ Show en the TJtje Sheet all bwi!dlOQ1i, structures, wans, ate. incl~d&d undrilr this · appUcatJon. My pcrtlcn of the proJect shown on ths sits plan that is .not included with t . · application filed should be clearly identi1iect as 11not . · ·· ad'' on the site Ian or Title Sneet. · r · :~.. :a City has determif'lSd. that the vario~s Leao smtuU/featuras will be .~ '~-·---~-·· ... ,raata~ simiJ~r-to •equipm_ent." As S'-!c:h! cniy the foundations for them I L-v""' m~st ba detailed anc:t dfit&1gned {fer vertical and llilter~I Jcading). Please ,ndicate which pag~s of the calculations do this a net which sheets of the ,~na shew this. ------..-½-....-l...--~!:\--T~h,:::!!ec.?.:::y:..::1:1=4rlo=-1.1!!..§..::..C~ld~e1-1-:-b!-o-wn-_-,-0-n-::th-e-p71a-n-,-@-re---=-b-a-~0-n-d:-:-t~he-s-eo-?.e-e~Of=--------I raq1.1iremer,ts given in the uec (i.e., the dynamics cf loading, etc.} . . __ ___ Pl~~ae indipate on tha plans th~t they are not a part of any request.for a . .,,,,~ ._._.,,~ PMilding~ermft . I ( r.7 -~~:: If t~e variO~s fenc:@8/ratafning waUs are to ba a part of this permit, please c> { j. provide a prask~0wn. cf the height and length. Th!s Is needed for permit ·. .;) .-:·-·· purpoaea. AQittiaAaH~. indi&a*9 ~A-pases-of tl=lesalet:t!atiar;a &haw _____ .''··_,-. .., ... __ ::-t ... , • .,...,._~ __ tfiltf:JHaig,::i;,_ . . . . . . -©V Pl~a11 provide a COMPLETE listing of all miscellaneous structure,,to be I I I I I I I I I I I c:> (hrQ built under this e1rmit(1~;b 11 anown on •h•et A257 in the Funtawn , -~ pac~gs), To provide a faster plan review, plaQsa also indicate where the corresponding structurar detailing may c,. found (Qiva specific sheets) and . where in the ~lculaticns the cteal . n may be f01-1nct (give apeomc pag,_es_._l~-___ _ ·'., As a supplement to the apQve. please provide a QAOlt!YCliAn cg§! ·-, ...... __ ~--~--.-,~··, estimate for eact, indiviQl.421 structure to be parmitteQ ~r,Qer this phase. · ~,.,.._-." ~1 r,W'.,.;.@-: Provida:a Building C0~e Cata 1-egena.on the Title Sheet. lnct"'de the foUowlng ·~ r;w · ·: cede inf0rmatlcn for each Puilding propostd: ~~,..;,,'i.;· • Oe,cription of Use • FloQr Area • Occu~nt Load Oetermination (show the OCCt.i]~nt load factors used to d&tenmn1 the oQCupsnt loed1 showry) /~· ,.,,.-.. ,._ .~frfcK-(f)" :f· When l'IP?rtin~ ~he 1}Qor areas requested above, incjyge tqe covered areas · \ .-..:,.,: oi.rtalde the bt.11Jdinga (sometimes shown as a canvas covering for soma -~._ ....... , Pl.-'ilctinge). On tha cover sheet cf the plans, specify any items tl'lat will t,ave, a,sefarreg • s s ada cover structures ate etc. . , provide the followine a o t a ans per ec. 106.3.4.2: "Submitta o ints-fri'l"?@em· ?nrJr--, 1t\.lbmitt~I items ehall be aubmittaQ to iha architect or engineer of record, who shall review them and forward them to the bQilcling official with a notation indicating ihai the deferred aubmfttal dc~ments have been reviewed and that thef,hava _been fcuncf to be In general c0nf0rmance with the design of tt,e btlilding. The defarrea lijbmlttar items sh~JI NOT t::e installe~ until their design and &1'bmirtal documents have bean apptcvad b the b~ikHng official." ---:. ·-·--..--.... . .----..... ,.._ -. ---...,. -------- • ""' , • 4i, ... I Cu1-1'a4 97•aC>a7 AUllllt I, 1997 · /_h o>1-3,. Provieia a let1er frcm the soi Is engineer confitminQ that the foundation plan, I _ grc1ding plan snQ apeclflcstlcns nave been revl&wfJ~ anQ that it hes been cteterminact that the recommendations In the sell report are properly incorporated into the plans. {Whan req~ired by the soil report). I c:> mfO-32. Ple~sa review all foundation plans. lt appears that some Qf 1he hold down anchora r~qulred in the calculations are not shown properly on the plans. 1-------,------------------1 • MASONRY ANO CONCRETE I ~ tfPU ~3. Snow anchored veneer 1~pport and connections attaehed to wood in Seismic 'I fo,-Zones 3 and 4, ~amply with Section 1403.6 end Section 2316.1. Show ties, #9 wire In ~qrizontal joints, etc. 1-------------1 -----.-. _S_T_R_UC_TU_._RA_L _____ _____ I I I I I I I I I c:? . )?ff). 3~. Q r>J?t:.35, c:> mtf)36. When special inspecticn is requlrea1 the architect or engin~er·cf recora shall prepare an Inspection program YAiich &hall be SLlbmitted to the builaing official for approval ar;Jor ta i&1.1Ja~ of the bLlilelirie permit. Please review Section 1.06.3.5. Ples,e complete the •~ched. form. ' ' In seismic zories 3 or 4, ifs &tr1Jcture is defined in I!bla , 6-K as Occupancy, Category , , 2 or t..,,ote on :he plans that "Structurcal obseMtion by the engineer/architect shalJ ba parfcrmed: A statement in writine shall be given to the bt.1ildin; 0fficia{1 stating ttun the site.visits have been made and whether or not any-observed deficiencias hava been corrseted tc confcrm to the approved prans and specifications". S·ecticn , 70~. The structural plans and de1iens appear to havs !aft out scmastruc:tures. PleHe prcvldB complets submittal~. ----------------------------·--. ·~ YY)f-0 37. c:> c:> Yr}t{)38. 39. c::> Vrrl-P4o. c:> 1ft/) 41. .... Provide additlonal detalling en tha struetural plans, such as-on sheet S31 O of the Funtown package et g,iid H/12, etc. Jostify the ,o pst roof live lOGd shown in th~ structural piens fer the canopies. Sheet A, 4 in the calculatiOns ref era 10 the top track redistributing soo p01.1nds. Pfsase clartf;t where this 2ppiies. The r.ormal top traeks are not capable of this type of lcqd. · me general design oh sheet A23· Ll&es 11speci&I inspeeiion• valL.les fcrthe masonry. Pc the plans reflect tha eaneral requirement.for an mas.onry to be under 1p~~lal inspection? · · · In tha lateral aesigns, induce~ Investigation of coJ(ac:tora ('diags"). I . . ?\: ·::,:;-:. ·.:·.:: :_:_:-?:::: .. ·:_:::·. ·:.:. :::,-:::::·:. '·-··:::-::::-:::.···:.·:.· ..... \ -:.::·:·---.-.-·=:·:-:.·~.,.,.-·:-:: :_-.-;_.;.:.:.:\:::·_:; .: ·:: :\.::,·-~;· .• :·~·::--: :.: :-_.:::'. :-::·":: ,_.-.:. :-~: .. :·:_:~·-·:::,::.-:, :::.:•: :=.:-::;'.: I:•:::.·: .. :· .. ··: I I I I I I SEP-04-97 06:45 FROM-HOK LA .310-45$-4523 T-235 P.05/07 F-845 Ct.i-1-ba.4 97-20a7 Aup1t 8, 1997 c:> m,o.-45. - • · TITLE 24 DISABLED ACCESS \ Proviae noies and details on the plans to ahow compliance with lb!t. ,n~o• Dlaal?ias &;ceo, ftttylew b1s1. 01sat:1ea ~ccesis requirements may be mcra restrictive than the uac. • FUN TOWN • . M11rcha Complex O~ sheet.A202, specify the~se of the area JsfJ, of Line L. Additionally, !how_ J'Xlt! th&rt~. . \ I Jyat~ tbe aasemblle@ shown on sheet A4 i 2 as being of one.,;hoLlr fire-resistive c0nstructf0n ca, taq~ired for the Type of Construction shown). Sheet B33 in the calc"'lations was revised to use the correct Rw fiactof', but the s~bseque'nt sheets don't seam to have been revised. Please explain. I c:> b) tD-4S. -----s~~e--~f the-hoid-down straps from the calc1.ilatians '1oli't seam to be shown en the pll~ns, P1&~$8 investigate. ·-'-------_,_ ----~--.. ,-. ·-• , .... •••• ••• ,_. 0 ·--~~·· -.... $OH ___ -· ,-------·-·--···--···- • Ncirth complex I I I I I ~47. ~48. ~/49. Shaw complying exjt1 frntll the Eactc[¥JQut on sheet A203. Stiow all partitJcna with aU.rocms. • Coal Cafe ....... Provide wheelchair DcctH 1Q .the caiaod pi!tform i:,n A255. Title 24. • Brick 8rother'1/Expf ore~a lnat. For the general plan en at,eet A2041 reference shc~ld pe maqe to the acf.ual layoui on sheet 21 co. That sheet showa a complicated floQr plan, and the .t,xiting thara doaa not co,nply:wi?h UBC Chapter 10. The designer ~mould discuss tnia with the plan ct,QC!<er. \-ttf<-51. Show 1811 strike eQge ele~rance at Coor 106 on sheet A204. c:::> mto 52. Provicte detailing at CJS2-25. c::> mtQ 53. Ctarify the SLipport of the GLB11 an sheet S~25 na~r erict 0/8. I Cul1bacl 97-aaa, Aup•t 8, 1917 . . ______ . __ l-_.---..... ___ mH5 __ s_4_. __ sh_e_e_t _c2_e_o_f_th_e_c_a1_cu_,._~_icn_s-,-s_h_cw_a_t~h._e_,_· '_!;_"'_ra-cs_d-'-~-rlil_m_~_f_act_o_r_, b·-ut-,--who-ro_i __ "·----1 l--v' the actLJaf design ia that factor usod? ' I • Lego Play Pavmon ~ IT-nle D!:M Snow twP_sgrnp!:ylng exits from RoQm 10,. Chapter 10. l--c>----"--mw,-~-56-. --'-P'--r0-v-id_e_df3-ta-illng at B/S230. I • ~attng School Plaza t:.A/, r-57. The 5' long intermediate r.amp ranging m'-'s~ ps changed tg,6• 10ng, since the I -~ ramp banda more than 30 degrees. Title 24. See sheet A206. SA-sa. Based on 1ha 21 1-4" ramp Jength shewn, its steepness will exceed. the maxim1.1m I allowed in Title 24 cf 1 :12. Please i~•tify the dimensions shown: a'.u..1, 59. On sheet A2S3, please reviae the 3411 handrail dimension at Section 3 sQ that the I w-7 /pf',. dimension la mea.sured vertically. I· I· I I I c:> )'nt1) 60. ·-------------·- ProvjQe ccmp[ete str~ctLJral plana correapcnding to the stru~ras shewn on sheet A213. The few details in the Oetaif 8001< are too general. ----,---,,...--.-·------~~,..---.... -~---------------- • Food Cart Matntenance ~ 61. Pra\tide 1 en strike ~dge cle•rance ·at tha QcQr between Room 102 alief the cooler ' · /~D . area. ... ... • Driving School ~ 62. eased on the 0cc~pant laad given en sheet A 1031 it ~ppaara that 1ha· cccupaney W~6/N~" asndthua !YP•.V-1 hour ~onatrL.1ction is required. I -· • Birthday Tent 1 c::::> Ytt/1) 63. Justify detail 5/S211 for the thn.1,t-in-t-he_h_i~p.--'--~--~-----------1 I I I I ~64. • DUPL0 VILLAGf: • Magtc Thaatre/Paata .Patc:h On sheet A 103, jL1stify 1ne: "''e cf T.Y1l! V..Ji_r::Qn&~ctlon 1hawn for the_AZ. l- occ~pancy ,Jndicated. Ch. s. · · · rl(Ut{,•11UI<. LA I Cada'bad 97-a027 Aupat 8, 1997 · I Jst,,e Prs ~4' ) . • S1farfRlde . _ _ CJ£: (l <§}'" On sneet A 1. 03, justify tns uee ·of T,xea V·N.9i:mstn,1ction shown for the A2.1 I occl.lpaney indicated. ·Ch. 5. · --------·---· --· . -······· --·--··· ·-· ----... -·····-·-------------------·-·--····-··------- 1 I I mfO 66. Justify the "'se of wo~d pests fer moment connections, as indicated at detail 2/S220 (?). ------·----·-··--------------·. -----.. ·--··-··-------~-. ·----·-·--------- · • South Complex On sheet ('-201 , show complying exfts from .the stage. en. , o. \ I . Show complying t,andrails along U,a walls riext to thEt ramps. Title 24. ---------·------·-···-·-··· ···--·-----·--·. ----.! --. --.• ----• --.• • • -- c> mH) es. Fill in the many empty refenance bL4bblas on sheat S300. 1----c:::::> f}'Jff)10. Provide apecial detailing on sheet S300 et grid F/10.3. ------------------------- --~------------1 . Pu~Hc TDU•t• I HVK 71. Show the reqµired 24' strikt S<fga cte•ranct at Door x, 17, ate. on eheet A252. I .Sitl 72. • Soi.ath entry Brtdga Please clarify me guardrail along the length. of the bridge. Is. the required height maintalheel forits entire 1angth? ArtJ openings Hmitsd tc 4" maximum? I .. MINH.AND • Space Age F1c1Uty I '~ tfvK-73_ Sheet A201.was missing from the package submitted. Please incl~de it. . ~"--I @ Shaw aimplying lllC!ts from t~e Terrace on sheet A221. Ch. 10. ~ ~"- ttz>'0-A ~·75, Show complying landingS/rails for the ramp shewn on sheet A221. ------.--··--··· ----~-----,-·-·--· -c> tntl) 76. The e~lculati0n1 ~sed a live load of toe psf. Might this ara21 h·ave "ataga" type L.tae (req,.dring 125 ~af live load)? •1i--------------_,.:_--.----T~HE_G_A_R_D-'-E-N---------------,-1 • G•rd•n Roataurant I c> ym{) 77. Please Oh$CJ< tne referencetc ctetall 1'2"_s_no-, w_n_a_t-de-t-ei-, 1-s-,s-s-,-0.---....... -------1 I I I I I ·~, .... I I I I I I I I I I I I I I I I I .... --~ ----. --------- --. - SECTION II GARDEN CLUSTER RESTAURANT I .-.~~· -~-~,---,--.. ,-,-,.~~·==-==~·-·-~-=-·•-=,·--=·=ss·=~·--~~"'·'·--·=~v•-...,..-·.•.•••, ---·-,-~,,, .. ~.-~--•·•• -... ••. ~~-·--• .•. ,, • ····• • .-.,. -.,. •,•, •·• , ..•. • .--,-,~- JOB l E.GO lp,-~'P . 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) 497-21i8 Fax (619) 497-0429 I SHEET NO. 16./o CL . OF ____ _ CALCULATED BY D vJ DATE ~ ~ I 6 ~ q 1 GHEC~ED BY-.-------DATE--,----- C5'?-\D 1\ C. ~ : :ti ~ lJ F = 3480 "i-6 ~ to4A ( \ 1'1 '=> ot: '20 US£_ '?f bt-t'::> 'S~ Br?A-tfl) ~12-·, 'O t=-= 4~.50 'i-~ -\~GO~ 20 USYE c_ot~T. A1-~ <SW-0T \a_ ~ i ~ ~~ 1;, s-11. 2..-s--=--7 > Ps) L~ cS:: c.etnoe_ ~ SFfE-l oJ-0 \0 l::QAµf · '1-t-(. q -3(4~ ~ tt,-\olJ: \J :::: % ~/Di = '? 11 ~ / AJ.J L'iv/2.. ~i-'½.::. ,,.s'=-=' 1 /,°?)==-\')~b~ (iPU-M-1 sr1' c£;- v > e.. q -~/ 4-\\ ~ }::jJCJ)p/) ... ,;;:. -• ----..:: •. ~ -r.• ,.. -._-:, \!. •. ,::.. -e, ,v -, .:, ,._ i::: --. --•• ..: •, C ,.. -. "'· .:, ~ ..: ... -, ,• ~, "' ~ ~-_ •, C:. -'• ~ -t ..:, e · I I . -~----·=--· --~~---~-~~-·-->' .. -,~·--·=~---· ~~··=··· .. =·-------=~,. .. -~-~ ... -~---·--···-·-, ~·-M,,,,, ___ ,_ ~--· .. ~ ··--~-~· ••.. ·----·---~---.. _., JOB [,_,8.,0L~rVJ I I I I I I I I I I I I I I I I I I MARTIN & DUNN, INC. Structura! & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO; CA 92108 SHEET NO.---'--'------'-'==" ~:::...1.0-=:.,_a_,,____ OF ____ _ Phone (619) 497-2118 Fax (619) 497-0429 CALCULATED BY --'----'---""0--"-vJ __ DATE -s -,-\ t:) -°> 1 CHEC~ED BY---'-'----'-------DATE--,----- gecf 0/~P~~VA -~-s-v-.r ft)ect[S, ~~ f0/2.Cfl,S. 't\ (o\"2.-\t) ·\\2--. ·. at: -:t J)F = 2.'~'Dv ilO -426 L l 715 ot:.. ?\o Dt~?~.e.AG-\.1\ 4 z t u~L*1A.0LCA<. Low?s ~ \NlNO ! ()f; 2<o0v/2, ::: 1?,,0-0)4 < ~\l~N? Se.tS/J.lC! OF-= .{11(? /2 .,-I 04.:ur< 13/?_o -~ I ?..3o ~ Co~ s I OV?.. b --t:-1 c s~J ~ 11.JJ.v I 6G A-1 -::,Th "2-t ') \'j ::;..·\~/b =-Z-\~ ~ /sc4f:w < 4~) OK.. ??2.. () S.E. o -~Lo ~ ~1 > l.f}:)~W ~~ W 9\ThC,.. \~-VU 'SL~\.~@·. L l"'.l...~, I .. ) i t.\ v 1/J\\tJ =: . .,,,._,....., ( t..~?::::::: ?,? ., ( , -~ ~ . \)'?E b l_o \\ \v\11"'\J--!uM S~ ~ W -. -. -. ' I I I I I I I I I I I I I I I I I I I -~. ---. -- SECTION Ill GARDEN CLUSTER PUBLIC TOILET BUl·LDING I • --.v-,.-.~•·-• •• ·~-----·. -,~ .•. -· • ..... ,. ~-, • ••~......,,.,,,.," ·-~---"-~:-"•--,~ d -~ •N -•• ~ ··'. • .•• ,. ~-•• ·--·'·• -·• ,,,.,.-•• ,.~~~ ... -, JOB LG.Go~~'° I I I I I I I I I I I I I I I I I I MARTIN & DUNN, INC. Struc~ural & Civ.il .Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 (\2-a_ SHEET NO. ---..c..;c-=-l.)"----OF-----,--- _-----'--'--------"(\-~--DATE ci -·\_°' -C)1 CALCULATED-BY IJ 5d _J_ Fax (619) 497-0429 CHEckeD B¥ ------------DATE----- /, OLA-LL ' L=-\16 0J ;:. Q ~ ~1..0) '-1-4):-i. --t 1...o'f-. f½ =-ll ~ \0LF f~ ·= ,(o6)(C,O-C0o -=-~~roo{-)~1 2 ") 1/ S'A :: , ) 1~ "i--16 --1--p .. _ ;;. '2 ,oS /~ --;-2...::. l,o 2ll''\ Srvf.J tb 3"5" ":> Sy-:--1,iq s //'i J:'f'. :: 5r)~ { I~"{ .6l _ol -tll"::: '? "f.. 1 lt \o ')( ! ~ 4 'A/ L.~ -0 I ie, ~ .. , 'i$t.t r-20\ -ax:> "-/. 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I I I I I I I I I I I I I I I I I I I \ \ SECTION IV MINILAND CLUSTER SPACE AGE FACILITY I .:.=<•c·•-v=n •a•.~.---.----·-~·-·~~-•·•~ --.,.=~==•-.· .. ·~---·"•ll---•~·'•»·~--··~~.~-=••• ·•··•··-= ·~,~ -·••.•=,·,•-=· •·· • •, _-· • • •-•~•«•< ""'.~=-~·•---'"·==·---~ JOB LE;hql,~t:h? ! ~\\"\1l~t\.:£l -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 (6i~) 497-04~9 STEEl I •• .r l 6::x.,U}AK_..,,L4lol--""'·11 --· · \~,o' \)8:D.l-oA~ 8? ~HEETNO. ________ OF _____ _ CALCULATED BY ______ O_vJ_ DATE _ _;:::6...;_./0-'-\ 7-"---- CHECKED BY-----~--DATE----- . . ' ST~~OtN~ ~\--'l }..{.€TPL \2..ooiZ -::::. 2,1:> PsF Vb lj -2..0 Q;;~ eza. '2, ;> - C.E.lU1'4~ ..... '2,0 µ\~(. -3,'2. . '2: ::: to.o~ -•. ~ .-•" .:; ., 4... -'-' ,-, .. •" ..,:: "-<'". .-~. ,.. •• .• .:._ -.. ~ ..-N ,.. .. ... <:: ,. (,: .-h I':. -.-, ~ ,._ ,::, -l\• t'. •• I!' •~ • J,. •• [\, r' ,.. ,-.; f 0:: -"'\ "", I ····--·----~ ·--···· .. ··-· ·. ----,=-··==·•"""'Y~-----~.---~·=•• -·--~--,= ··--~ -·--···· ------~---·---·,··~~-~~~=-~·-·····--· ·-··-· -·. ~--·----~-----~······ JOB 'lru,-OLMO : . M. \ tJ\ l},)lJL) 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, CA92108 SHEET NO. . B<.o CALCULATED BY . 0 W OF ____ _ ?-'1$''1 ; '° {a '7 DATE 0 ~! Phone (619) 497-2118 Fax (619) 497-0429 CHEC~ED BY _______ DATE ____ _ ~VJ'-1, tu::; (Lo..\-'2..o) 1--'~(~ -+ Af;6' -)'<>S Plf ~ O,j.!o';> /Ll,!Z \ \ z ,~~ M=-, 11.:>e:i 'f. t0 .. o l8 =--4-. C?4 f 'o =-,b6 'f-?;>6 :::-2..4 \C,_'.) \ . ~ 4 Sy. ::: E,,4{N Tie== 4\,L-\-11" -\\.:> -=-· ,4-Jo4-{-/7-//,,4;;. 2\, '2...-~~ \ L( 2.~ /{.}/ ot ~LT~ m ~ CDc'-S l OfP_ . Wf 'F~ ~ f ,JoT G Jci'..PJ.J>, \\ I I -JC ,,..t_ \V\,/Yt't :=. 'Z 4. ~ ? 4,64 o_! 6 ~L+Ll = '? ')( , tic'? i-L? ,0 4 i-172-t:; =-o. 16 \I :? 384 --;.:i~ooo ~ 41 ,4 •· • ,. ..-.J ,.; c. -, ,~ -=-~ ct. -'-... ~.. .... -< 4--,::; -"· • --.. _,_ : • •-:-1--... • ' .,_ •. 1-. .. r. r-, -•• ,.:: ~ u • :, ... ·; ,• .; ~ -• -.. - 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 \~ Jos t:~1.:,uL~ {) :... 1--l n,-11 LA-Ny,1 SHEET NO. ~\ · OF ____ _ CALCULATED BY DvJ 'fig~_, _._5,._/9 ........ 1,___ __ I CHECKEl;l BY-. -----"---'~---DATE ____ _ P, .: . \6 i:, Y.. \-~( 2 z.: I, 2A ~I ts PL = , \ to'? y.. 3,0/,z_ s. 0, 70 !LJ,.O_s \)J-::. 20 ~ L,'\-= :::.0, 0'2.0 [llF (_f?EfoY1 vJGT) 1?.L= L 14 'f. (C\,O +l,,S) + ,10 Y. 4,'? + ,02.o'(.t~ ::; \.°l \ I( ' t ~ . 2... \2Q.. ~ \,iA'l-2.4-,10 +,02. --?1'6 -l,t\.\~· l,to4 1" M = \, "'i l Y-°). o -I, 2-4'i.4,S -,o 20 i--9,/-Ji__ :=. to,5 ,_\(. TlZ-'(' y~ h'f-Z...o co~S\Off. ~ FlWvE B>Mtfl /si\ LQW--.fo~T~: NNv¥ -::=-2. {:, / !:) \-l, ~ l 0, ~ \.,.JC._ ~ to£. Offif:C(U)t-1 1 eo~srO[L £,Q01vA-CruT \)0LµJtfv' L,ot-/l\ VJ~=-o'!( l0--~/l'~,iJ 1 =-o, 2.7 lt:LF ' ~ ~ .boL*LL:. sy.._ ,~7'i-lo,u '1.17~ _ oc::.?.. __ L/ LI .,, -.1 ;,,, 401 t.. l 24::o at. . ?:,~ 11.q v)-0 ....,. 4\ ""f -I 0?tz.. W G i--2..0 -• -• t.:. •• ~ -·-.., ":! -· I!. "' c: -• .. , ... : <:-.._ .-. -h --' ,_ -II' .. r. ..-, "" "'· ~ ·-cc ff' {' ,. -• • ._ •• .t ... ·-,.. -•• ,: I . -···.·.,a,•--··=«~.· ·-•N•>-.. .--,-••·--~.-~--~~-.--,.,....... __ -·==---~~~·=---.,,.,•=•~"· ,..,.=-•·-·-·•~•··,,~• •.,-,,,,_,_., = ,,. •.. --~~•·-,c .. -,. •,•.,·~· .. ~-·--·-~·-'-' •.····"' .• JOB L.'izG O Lf:L~'O :. !'--A\~\ L~v? 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 · SHEET NO. O'D OF ____ _ Fax (619) 497-0429 \ \ \Zr'i} ,.,_,. CALCULATED BY O vJ DATE_, _"Cl=-'-c11--'---'--- CHECK'ED•BY-. --------------'--DATE ____ _ . ~t)/.11 VJ{,-'f vJ = ~o+'2.o) 1--Q'b/~; 00 ~ on.~ .(-'.=tiz:- ( \ I_I Ir, 1 1 Ii I L. ~,i;I ~I == 1J, \ a lllF (LL=. 0, 04c; tLF) F\w\A P>~ C..B-i. (it-'): r . I -: ~L ~~ ?: t°t\~ (Ll~o,O\~)llJ . 2. . 1? L -:::: I, °' \ r-I 1, 0 + r 1 ° 'j-19 I D ~( . ~ b. '2. 1l \ts ( v'f) (o,? ·. tl{L:=. (o,2,.. 1-,C) \ -,).Oi\'S= '2./\ i2,Jf~ (Do:.,,J~) }J\ -:: \, \!) \ 'f-~, S + r l O '/--~-q, / 2.. ~ i '1, 'C) I ~ ~ Bonv~ !i=WJC~ W.-W At blv1'-<t'4 : M~-= '2-4,~ \..-K. > l9,'0 1--l(. Oil ~ ~~CfiC:rtON ~ W-i! ~o t (B~Miq LOW O~ ~?iVlsi?t,N) . i. . ? . ~~ D-oL-=-0,0>716/; ~\12'i3 --J-~,C,4\iS) ..\--,osS 'f.~,c; 't-/72-'6 -,dli-:t,bt;-+~~r; ~'I-2.U)(M) ";l4\, A i4 'i-?}i:wO 'l-4\r4 \\ ~ o ,cp4 ~ _o, \0'1 .::: o I 6 L =-2.L/~3 s ~L.l =-I ')04'/-,°'14/A~ .J,r\04 i-, ,045/ro~f ::=. o. '?1 t\ L zL/24:v o/L. . . . ::: -•• -~ ~~ .: .. .=. ... f, ,., ... ..: J: ... i;:: .. r.. .. .,, ,.• <,." ,. ::. -:. .... .... •• .:. I --.. ~ .. ., -~-~-.. -.. -=~--··-· .. --~ ----~-_..., -----·--------.. --~·-"'·---~-------... ,,. .. --~ ------~~-,·--· -~-~--··==----,-,.,,,..,,.--~~~----.. -·= -~, ·-=-····---~ ·-- JOB l.£hO L~N-0 ·, ¼.,N\L~rh~ I OM~ I I I I I I I I .-~-----:::\~·:\} I I I I I I I - I . ·.·' c:_J) I MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 ~ SHEET NO. __ ---,------OF ...... · ---,---- CALCULATED BY f) IN J;!\} 1 s/ Cl_ 1 ----~~---------- Phone (6l9) 497-2118 Fax (619) 497-0429 CHECK~D BY---~---DATE ____ _ sne.eJ. ~WMN ?.~ ::: ~ ,.2.,~lv'S l I Ca l v fv\:N foaii K <, ? = ~. z., lL\()S Fe;:,\ L. =-'2,. ~ /L\)Z 6 "' / ~· l/i.,s ' .::: . 1 \\ \JSf ._ 2-,.o ~ L-= \0,0 1 'i. \' l.'51 ~f'\(s. 'iA { ~ .-~ 4 E AC8 w ~y tp =-&, 2--/4.:::1(0 = 0I0612,;, ll \'f- M:::. (Lo -,tA.'?Y-4) /2.= 3;-\ l,.\ l~ ~ 3;.l ~ ~\Ql,/l.,.. -:::.. 0, 2.0 l.j r , '2$'x'H:i - . I) V '\ \J ~ t?tDi ~ 1/1 'fl 0 "1t l v o S'~\~G ~ 0?19£ Of: C:x,.,1JkN ~t' :_ {p, 1-(b'f-(O -0., (0~ t<), le f ::: ?;, ,\ ''A ~ ;: Q,,'') ?/ -rl . lt II . '\ '\\ \JSrE 1-e.. ttt. 'i b '/-0-.\0 I I .-,_-~~ I I I I I I I \-/·:-· I ··.1 .. , I I I I 1· I I ' . -.··· I ;·:·_:,../ li l.-----r-:- \l 3 MARTIN & DUNN, INC. Structural ~ Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Jos LBtol ~N-0 ~ Mlr-llLf-\N'O C,0 SHEET NO.--~----OF_~--- CALCULATED BY __ -,--__ o_w_ o~-· _'c:>-'---'/q~1 __ _ I Phone (619) 497-2118 CHECKED·BY ----------DATE-----Fax (619) 497-0429 LPi-~ ~N Ji.;\,'{ S/S. 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"" ,:, -· • :. • .... ~. -.. ..~ I . -·~-d--···· ·-----,---~ ----=-~ .~--~ .. ---·--,-·~--"-~--·----·-------... ---. .,.~.,·---· .. ---· .. -~-~---.. ----·---~-~~---_.,, __ .,._ ....... -- JOB LE.-6-oLP.,t-h?: \v\ lNt LM.0 I I I I I .I I I I I I I I I I -.----;--·-: .. · ... .. ... :· .. ·.~--_·j MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 'N~'() SHEET NO.--'--'--'---~--'-\ __ OF~----\az\J, CALCULATED BY ____ -..;:::..f)-'--=1/\J"--DATE ~ { q:1 CHECKED BY __________ DATE ___ _ 'f-11 t\-fJ 1:---1 OT CT r-n cµ__ F0/2. l~ 'Fa/2te .5 - C\~ \)fl/Pf',, \ -p = Ce Cq ~ s. I (,e ~ l,o G L... l S' I C~ = I, 1 ..I ~ 1,\J 0 s;:::: /2,-b f<;-r t'\ O"t C,\'Z--\~ fo /2. ~ ~<;l ~~- P=-· \.Ofo-i/,1'1-l,Oi)?.b --2'2.,'7.r,?S'F -. r~ . vJ c0=-~2,1 -&;,°o) 'I-1'6/~ -z..o-:: .(s.·o s~ I~ PLF lJfU..P\ P :;~2,'1 -b, ~) ~C:_¾)-Z<?:] 1' \ % y.l, $ l~)1 sa. '° ~ · -zo --I-72 = uO-l c.JO = 40) UfUJ~ 1tt-t f1'f 1" I o r-' I ~ ~' t 1 o.~ 'k~ ~L /2,~ L ., ~ ~.::. (400 '?( lS.-0 +.1-6"!( 1-,p (z.) ((:,,C;-). ~'[2.00 , opufT -•. ,.. "" •' .:. '• "· -• ~ -:-,• at • r -< ,. ,., -,. ~ .,: ,., ;:;: _ ,.,_ -, _ ~ .... s. .. ·~ i-: "' •.• .:: • ti. ... -... • -• .:. I I I I I I I I I I I I I I I I I I I \ I SECTION V Ml-NILAND CLUSTER MODEL FOUNDATIONS I I I I I I I I I I I I I I I I I I I ~ HQ::: 'Ir. :: :!) l1Q) ;:: ~:: CJ MARTIN & DUNN,. INC. Structural & Civil Engineers- 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92.108 Phone (619) 497-2118 Fax (619) 497-0429 :-- !~it Y, ~]= I 0.%~; 185~ Y. _ej1 + /?,;, !/: ~ 'L o,J s:i-) 10,.'" x >,i' + 111' x "·j -~ 2.. I . ,= ,.,. rz,.. 1,11-tr )(?--, 'J I ,-- --'I-rt' I 11,.,.. .... / ~fie - DU ~'?1 f: b57 =-1 +r [)L.-r-" " JOB _ _.:L=E..::(s-1)::,.:. :..:L::;.:.AJJ..;.:,_;D=.._ ____ ---'-____ ~-- SHEET-NO. -----~&~°>~--OF~ . .._\ '1. ____ _ CALCULATED BY _ __._(<.Ms:_.=_ ____ DATE _2=--, -z.::..· ...,_{_' _'1 _i--__ CHECl,<E_D-BY -,-_-------,----DATE------ SCALE . M ·lrvt i.. A i0 o f( -::j I -r t r ·-¥ ,-f : i&i~--J:,. ']:. \ /- fi) 'I 'f y "zY --f. 'f-:L T . -=----7'-. 1,,1:'i1 !jt/. S-1 . Si.. '!71 _.,, .1!-I t;Zo b.,,.. 1 ·. • I . ;:.~ 0 /V .J'cV..JA 1 / ,/1::.L "'( C...-0 M 13 I /J t f i):.,( '1 C/5o/b,lj I,_.) . /t/'11:1-K. f1 & l[ /fi>'£1< ,rr!'l~ ~ I I I I I I I I I I I I I : I I I ,' I I I '. ' I 900/t00[l) \ \ \ -\ r-:Tl\ . ~r---.,..... \ \ fl''*'(,_. . \ ~~-cu\ '\ \ ', A\O ' \ \ -~\, t-.., ... ~ >t" - /.,,, '\ / I zx'3' _.-1-__ _.... __ .... I ------\ ~\ ------\ ---fr:-,_ ---~--~ <~~t~ I \ y,,~~- J \ I \ I \ I \ I \ I \ \ ni , xi \ -, -\ /~~it\, I .c~O \ I l"" -\ '0 \ I \ I I \ ,_ \ I -. I \ . I \ I \ r--------1-\ ~4, I . \ ~ - I \ »~ ~~ ~\ ~\. \ \ " ' ..... _ 0 dOHS}lHO!I 0!)31 -~-., .. ~11 ~l L9996L CSLTO l'.\l.d oc: rn L6. 80/0Z -~. f ~ - r- I: I I I I I I I I I I I I I I I I I I ACW986C ACW987C ACW828C ACW829C ACW631C ACW832C ACW833C ACW834C ACW836C ACW837C ACW838C ACW839C ACW840C ACW842C ACW843C ACW845C ACWS47C ACW848C ACW849C ACW850C ACW851C ACW852C ACW853C ACW854C ACW855C ACW856C ACW857C ACW858C GRAND CENTRAL GRAND CENTRAL (As above) SEAGRAM G,E.BUILDING 610 FIFTH AVENUE 620 FIFTH AVENUE RADIO CITY 1251 MCGRAW HILL LINCOLN EAST RIVER 1 EAST RIVER 2 \ . CHRYSLER \ LIPSTICK CITYCORP HELMSLEY MET LIFE .. 100 UN PLAZA FLAT.IRON SONY ZIG.ZAG AMERICAN RADIATOR BERGDORF-GOODMAN ESSEX HOUSE HAMPSHIR,f; HOUSE SAN f{~MO APARTMENTS . LANGHAM APARTMENT$ DAKOTA APARTME_NTS GUGGENHEIM APARTMENTS ----·- M-301-61 X X \ X X X X . X X X X X X X X X X X X 'i' x· I x· q, I !,{:.Q X \'iM? I X I I X \~ t X I X X X X Page2 t1i J '.} t,,11JM; . 213 336 22,7 66 369 76 . 66 32 66. 32 30 ~o 360 160 313 78 326 122 326 122 456 as 270 87 397 91 220 137 356 117 'I-~' ~02-61 l/,G' ~40 30 71,q '272 .. ) . ~' ,,, ·sa /1.'\.1 340 .,.,,,Gi..' 80 1_..1' 160 ·,;•;.~I -70 . 0 ,C,' 200 1,.. ~(' 87 -:r.1•224 . '1. H' 87 ?,.1' 222 ,,.,, 46 165 .96 40 85 45 91 9~ 98 !) 182 55 155 82 82 91- 70 ·78 92 85 85 35 91 85 1ss 45 68. 42 42 45 52 32 32 71 20, 91 150 Wlc ~--. 420 80 120 26 26 28 210 80 1'10 110 120. 96 120 64 90 63 48 84 I J<; 41 o(., "J 1. 65 I 48 l 60 I 64 1 64 I 4/ L// 60 48 48, n 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 92l08 ·Legotand Carlsbad 96-240 Date: 08/28/97 Page: /-\\ Z. l+l '2.- COMBINED FOOTING DESIGN MINILAND: NEW YORK, SECOND WORST CASE ----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. = 40.0 psf Min. As ¾ = 0.0014 Column Size .•• #1= 8.0in #2= 8.0in ... Base Height #1= 2.0in #2= 2.0in Rebar CL to Soil Dist. = 3. 50 in ----APPLIED LOADS ---- At Col #1: Axial Shear Dead = 0.40 k 0.0 k Live = O.OOk O.Ok Shrt Trm= 0.00 k 1.1 k At Col #2: Axia L Shear Dead = 0.7 k 0.0 k Live = 0.0 k O.O·k Shrt Trm= 0.00 k 1.4 k Moment 0.0 k-ft 0.0. k-ft 6.0 k-ft Moment 0.0 k-ft Q.O k-ft 5.0 k-ft -----DIMENSIONS----- Ftg Dist Left of Col #1 = Distance Between Columns= Ftg Dist right of Col #'1!- Total Footing Length = Footing Width = Footing Thickness = I 15.00 V4.4D Cc) 1983-96 ENERCALC 2. 75 ft 3.00 ft 2.25 ft 8.00 ft 8.00 ft 15.00 in Sst = -SUMMARY Service· Allow ACI Factored Left S.P.-: Static D+L= 229.9°psf 2500.0 psf 9-1 = 321.9 psf Short D+L+S= 59.5 psf 3325.0 psf 9-2 = 83.3 psf 9-3 = 53.6 psf Right S.P.: Static D+L = 246 .. 9 psf 2500. 0 psf 9-1 = 345. 7 psf Short D+L+S= 417.3 psf 3325.0 psf 9-2 = 584.3 psf 9-3 = 375.6 psf Resultant Ecc.: Static = 0.05 ft Stability Short Term = 1.00ft Ratio = 4.16:1 ...... Col #1 ......... Between... • ••. ; . Col #2 ••••.•• Ru/Phi As ;Ru/Phi As Ru/Phi As Mu from ACI 9-1 = 0.4 psi 0.25 in2/ft 0.6 psi 0.25 in2/ft 0.5 psi 0.25 in2/ft ACI 9-2 -4.3 psi -0.25 in2/ft 9.5 psi 0.25 in2/ft 3.9 psi 0.25 in2/ft ACI 9.,3 = 2.8'ps.i -0.25 in2/ft11.9 psi 0.25 in2/ft 2.5 psi 0.25 in2/ft As(in2/ft/ft of width), negative--> As@ top of footing -------~--MQMENT & SHEAR FORCE SUMMARY ----.--,----- ACI 9-1 ACI 9-2 AC! 9-3 Mu@ column ,# 1 = 0.04 k'-ft -0.51 k-ft -0.33 k-ft Mu btwn columns = 0.07 k-ft 1.13 k-ft 1.41 k-ft Mu @ column-# 2 = 0 .. 06 k-ft 0.47 k-ft 0.30 k-ft One-Way Shears .••• Allow.: Vn:;2(f'c".5) = 109 .. 54 psi 109.54 psi 109.54 ps-i Actual: Vu/ .85 ••• Left of Column #1 = 0.18 psi 2.25 psi 1.44 psi ·Between Columns = 0.10 psi o.oo psi 0.00 psi Right of Column #2 0.28 psi 2.00 psii 1.28 psi Two-Way Shears •... Allow.: Vn=4{f'c".5) = 219.09 psi. 219.09 psi 219.09 psi Actual@ Column #1 = 0.63 psi 0.89 psi 0.63 psi Actual@ Column #2 = 1.15,p~i O. 72 psi 0.46 psi Pdl = 0.40 Pdl = 0.70 5.00 2.7!? 8.00 2.251· 22S ps S.R. = 24E ps GEORGE. R. SAUNDERS ASSOCIATES, KW060361 I I I I I I SECTION VI I I FUNTOWN CLUSTER I NORTH FOOD STAND I I I I I I I I I I I I 0 ... · I I I I I I I - I -;~ ., \::{} I I I I I I I :~:: -~--··-· . I . . -.· I __ ........,._ . {"':/•I "N .. ') .JOB r-. TJ/(.'L f" l MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. ---,--'-------,--!.~\--OF _....._I '.k~. ---- Phone (619) 497-2118 Fax (619) 497-0429 be?:o .LOAb t0AJ f6Cf'" ; / .4 (I 1:.\ '{l..-\.1). \ \ \ . . i \ :. : . : f e-AM JJJ r., -0 l f\/::JJ,.....41 i v N 1.,:1£)1? I 1\1 1~ , •• t ..i..., L-rJ.S J-JJN) f °'ML ,_,J t"v. ~.f\f') ·-....... I · ·· ·· · ·· · ·· · · .. ... --~ ..... f -· _ ..... ···-··· .. n ... •• •••• ........ ~ - ; ~ CALCULATED BY_··_,.)_/;: __ ,; ____ ------DATE------ CH,ECKED SY-----.--,------DATE------. ~ /1--.n-r,1 SCALE l1 \J v ~ ~ :f"ODO 0~o P~f '2-') PCJT- -r:,.c PS,f /2, C l~f rJ. _-7 P:f" -=:::_..,;-!------~ . ( ~ .J \?9""" dC. Cc-5 ! -, ~ I , ..._ . ' ' ' i'. ' ' .. ' ···; ,, . ----------J=---------...... ,_.._, ___ ~, -·-··-··--.. _,_,._. I I I I I I I I I I I I I I I I I I I ....... _,,.., ·.-.·:. ·:_:~:~· .-· ;_,: . ·-::_;) \ \ \: \ \ '\ '· lZ., -::. 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 · (619) 497-2118/FAX 497-0429 ~-J~O ·· -Date: 08/ll /97 . ' ~ ! Page:J~ ~ r4- -:~ GENERAL TIMBER BEAM DESIGN ~ ";";":• .. ::-.-: "i . / {[) LEGOWID -lTORTH FOOD STlillD B-1 & B-2 -BElJI DATA SPA1f DATA Tit1ber Section 2X6 End Fi>:itv Pin:Pin Center Span = 8. 75 ft Beal:1 Width = 1.500 in Elastk Hodubs = 1600000 psi Left cantilever = o.oo ft Beam Da~th = 5.50 in Beam Densi t,· = 35.0 pcf Right cantiiever = 3.00 ft LaninatJOn Thickness = o.oo in Load Duration Factor = 1.25 UJIBRACED LIDJGTHS fb -Bending = 875 psi Beam. wt. is ~.dded to Loads Le : Center Span = o.oo· ft Fv -Shear = 95 psi ~nd Shear Calc'd at Support Le: Left Cant. = 0.00 ft Fe -Bearing = 6~5 psi Le: Right cant. = o.oo ft ------------,-------1-.PPLJED WADS_,...,.._--~------------ Oniforn Load@ Center Span: DL = 24.0 plf LL= 21.0 plf __ --------'--'--,----------~ SUJi!MARY~----~------------USING 1.500 x 5.500 Bean, Bending= 56.11ft, Shear= 35.66% Max. Pos Mom @ 4. 37 ft: O. 50 k-ft Shear: Max. €· Left - Max. Neg Mon @ 8.75 ft: -0.01 k-ft .... used for dsgn = Max @ Left = o.oo k-ft .... J,.rea Req'd = Hax @ Right = -0.0lk-ft Ha>:. € R1.ght = Max. 1-.llow Mot1ent = o. 90 k-ft. . .... used for dsan = fb : Max. Actual = 791.8 psi .... Area Req'd " :; Fb : l:llol(able = 1421. 9 psi fv : Max. J:cttal = Ck= .8ll(E/Fb)A,5 = Rb·= (LeD/BA2)A.5 = Cf per UBC 2304.3.5 = Center camber = ~ight Cant. Canber = V4.4D (c) 1983-96 ElJERCJ.LC 31.02 o.oo 1.30 -0.15 in 0.16 in Fv : hllo~able ~ Bearing. Req 1d@ Left = Bearing Reg'd € Right= 0.23 k 0.35 k 2.92 in2 0.23k 0.35 k 2. 94 in2 42. 35 psi iJ.8.8psi 0.25 in o.25 in. Reactfons •.• DL HaxhiUil Left = 0.11 k 0.23 k .Right = 0.12 k 0.24 k Defl ectj ons ..• Center = -0.10 in -0.21 fo -.... Dist = 4,37 ft 4.375 ft ... L/Defl ·= 1041 505 Left = o.oo in 0.000 in .•. L/Defl = 0 0 Jdght = o. l.l in 0.221 in ... L/Defl = 681 325 GEORGE R. SJ.IDIDERS 1.SSOCHTES, Kiil060361 I 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 ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-21i?/FAX 497-0429 GENERAL TIMBER BEAM DESIGN LEGOLAlID -NORTH FOOD SThllD B-3 ~\!\~ Date: 08/ll/97 Page: 1-7 ---------BEAM DATA--------,-----.. SPAJl DATA---- Timber Sectjon 5:125xl2.0 Bea1:1 Width = 5.125 in Beam Depth = 12.00 in LaDinatJon Thickness = o.oo in rb -Bending = 2400 psi rv -Shear = l~? ps~ Fe -Bearing = 6~0 psi End Fixitv Elastic Modulus = Bea111 Densi t, = Load Duration Factor = Beam Wt. is ;.dded to Loaqs End Shear Calc'd at Support Pin:Pin 1800000 psi 35.0 pcf 1.25 Center Span = Left Cantilever = Right Cantilever = ---IDIBRACED LEllGTHS Le: Center Span = Le: Left Cant. = ~ : Right cant. = 20.67 ft o.oo ft o.oo ft o.oo ft o.oo ft o.oo ft '.' J..PPLIED LOADS-------,-------------- Dniforn Load@ Center Span: DL = 165.0 plf LL= 180.0 plf --------------'-------SOMMARY-~-~--'---:---------'---- USING 5.125 x 12.000 Bean, Bending= 62.52%, Shear= 43.99% Max. Pos J.loJ:l @ 10.33 ft: 19.22k-ft Shear: Max. g Left = Max. Neg Mon @ 20.67 ft: o.ook-ft .... used fot dsgn= Max @ Left = 0.00 k-ft ..... ~rea Re9' d = Max @ Right = o.oo k-ft Hax. € Rlght = Max. Allow Morient = 30. 75 k-ft .... used for dsgn = fb : Max. Actual = 1875.5 psi .. _.-.f.rea Req'd' = Fb : Alloil'able = 3000. O psi fv : Max •. ;cti:al = Ck = .. 811(£/fb)".5 Rb = (LeD/B''2)".5 Cv per OBC 2312.4.5 Center cariiber = 19.87 = o.oo = 1.00- = -0.83 in Fv : Alloii'able = Bearing 'Req'd € ~eft = Bearing Req'd €Right= 3.72k 5.58 k 27.05 fo2 3,72 k 5.58 k 27.05 in2 90. 73 psi 206.3 psi 1.12 in . 1.12 in. bw , = ;).c. ~1 C 12-1jc)40 .61L:: ao.b7 (l))/1sc -L 03 / I. ti -.. '3(:;, -.,55 -I. 3 o 11 ) L II '' 0 ~- Reactions •.• DL HaxinuJ:1 Left = 1.86k 3.72 k Rjght = 1.86 k 3. 72 k Deflections .•• Center = -0.56 in -1.11 in ..... Djst = 10.33 ft 10.335 ft , .. L/Defl = 446 223 Left = o.oo in 0.000 jn · .• :1/Defl 0 0 Right = o.oo in 0.000 in ... L/Defl = 0 0 If ~V4'. 4::-::D'(,.....,c )'1:-:9-.:-:83:-'.-9;:";;6-;E;:-;:;NE=·RC~A-:--:LC;:----------------------------:::GE:'.:'.ORG=-==-E -=-R-. s=A=OlID=E=R-=-s-:-1issoc,,.,...,... .... rA-T---ES-, -Kt-10-60-36-1 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 ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-21f 8/FAX 497 0429 Date: 06/12/97 Page: T-0 STEEL BEAM DESIGN LEGOLlJID -FOOD S'I=J.JIDS B-4 '\ \. ----BEAM DA.TA.--------------STEEL SreI'IOl{ D!TA.--------- Center Span Length = 20.50 ft .use section wlOI22 Left cantilever = o.oo ft Section Depth = 10.17 in Ixx Right Cantileve~ = o.oo ft r{eb piic~~ss = 0,240 in Iy,y Unbraced Length = 0.00ft Section rndth0 = 5.75in Sxx Bean i-jt. is ADDED, To a~plied loads Flange Thickil~s 0.360 in Syy Live Load Not Actrng w1th Short,Ter~ Sect~on Ar~a = 6.49 in2 :r:xx Fy . = ~-~ ks1 Section we1ght = 22.04 # r:yy. Load Duration Factor = 1.00· rT, y = 1.51 in Beam End Fixity : Pin:Pin = 118.00 in4 = 11.40 in4 = 23.21 in3 = 3.97 in3 = 4.264 in = 1.325 in -------------,.-----APPLIED LOADS..,.._ ------------------- ----------------ClJl.iform_ Loads------------------~ Dead Load Live Load Distance To start Distance 'Io End = 0.17 k/ft = 0.17 Ji/ft = 0.00 ft = 20.50ft -----------------'----SUMKARY_,....-....,;..;........,... ____________ _ USiliG ;.:10x22, Max Stress Ratio= 42.08%, Hin Defl. Ratio= 575.62 _ ------TABULAR SUMMARY OF LOAD cnlBDl:ATIOIS------ Haxiuuns... Actual Allowable · Dead Load+ Loads Placed as follows MOiient = 19.3 45.9 k-ft Placed DL . LL LL+ST . LL LL+ST ..... Stress= 10.00 2~.76 ksi for Kax Only @Cntr @Cntr @Cants @Cants Shear = 3.77 35.15 k ..... stress= 1.55 14.40 ksi Moments •• H+ € Center = Deflection = -0.427 fb / Fb : % :nax fv J Fv : % nax Hin. DL Defl Ratio= Hin. TL Def! Ratio= V4.4D (c} 1983-96 ENE~CALC 0.421 0.107 1086.21 575.62 M-€ Center = @ Left - Shears •.• € Right = @ Left = i'l Rfoht = Deflection.. € ~Center = @ Left = € Right = at o.oo ft = Reactions € Left : Reactions € Right = 19.3 3.17 3,77 -.0.427 0.000 0.000 3.77 3.77 10.2 -o.o 6.o o.o 2.06 2.00 -0.226 6.0QO 0.000 0.000 2 .• 00 2.00 19.3 -o.o 0.0 o.o 3.77 3.77 -0.427 0.000 0.000 0.000 3.77 3.77. 0.0 0.0 o.o 0.0 0.00 o.oo -0.226 0.000 0.000 0.000 2.00 2.00 0.0 o.6 0.0 0.0 o.oo o.oo 0.000 0.000 0.000 0.000 o.oo o.oo o.o k-ft 0.0 k-ft 0.0 k-ft 0.0 k-ft 0.00 k 0.00 k 0.000 in 0.000 in 0.000 in 0.000 in o.oo k o.oo k GEORGE R, SAUNDERS ASSOCIATES, Kr/060361 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. -\-,--·· - .. 1.'\ i I 0~ ~ ------------,. I I -. I , .. 11 I • ! iJJ l I . <·'.1 ·.-::_;/ i I ! ' i -~~ -Gt-r-l ----· ,-· --.!. 2..(:). GJ 7r--·--.. '·--. ·---/ - ® @ \/::::. -Z1l JJ f2-1.J 2.::, -t :t;:. 1- ?-:: 2,70 f w :=. f::; f.op..-?1-r$Al2-k!,AU..-? -. -.~.. . ... '. ····· . ····-··-.. -. -' SHEET NO. -----------,---1_.__,_7_ OF--. -,-_ --'----- CALCULATED BY ~M'--'=-1::,_· ·-----DATE G/1 I I i7 CHE<?KED BY--,----,-----"-------'-DATE ____ _ ~ . FcoJ) :.iTAN2 -Na2-n+ I I I I I I I }¾J ~ '? for-· I H.YtP..Tµ:j) f5.b..;-VH LPl-'5' : ... -I ·>j '{ -== > ±illl..21-731 W 1-· I ~8 r~ ?v-B "1p4> ---• 4 a) ci , 71;,) W. -:-• ?J r:;7 w. . 1 I -•• -~ -•• .: ... ::. -" ,:> •• •• -..... : -.. -•• • -· ... : ... -, • -•• ~ '?--------~ -------------- ~ ; ~. ., -.• -.:. •. :' • to " •• ,• '• I I I I I I I I I I I I I I I I I I I .--,.. '· .. , .. -· .. ; .. • . . . . ~ :.:·.· ~ . ...-. . . . L.~l A~b JOB--'-=-=~--'!"~ ~~!-4.---------- MARTIN & DUNN, INC. Structural & Civil Engineer$ 7801 Mission Center co·urt Suite 400 SAN DIEGO, CA 92108 SHEET NO. ---'------------=1.:::;..'-...:.;_ OF~----- CALCULATED BY lJ Le DATE c.. / \ t / 47 Phone (619) 497-2118 Fax (6~9) 497-0429 CHEPKED BY------------DATE----- ~ i=~~D '?f"Al·,.lv NO\2-fil ~£~ V-l~Ll~ a.-R)JtJl.'.J~pf':!_ bf-~(6N !~oP..Tr.J ---;;,c,!)fi-1 i)IP-~tl c;;q . 9~1)L..t~1(,; J ~j ?;, l,J_,a,. ~ , l30f { 18r.:f z-,,,r1) -r0o f;,f -r ·t?? p~)c t&:J +--11?6°~)-::; 84 ~_r , ---; ZtPr&7 . [;J w \.)D -::. 17.. t }?t \ (iO, I '1~ + , Gj -:: I o o P 1..,f b • !~ l NJ) $;:,oV-E-~1--J? 7 Vr"".:if ,;:. 100 Pvf (. -Zo~J) I 1'8/? --;:. ·&o pv, 'J ( ~. i \..--/ ,1 V t,.J ~ll-s .:: f 03 7 ..,..1/ 1"61 · :::. • t; o r~ t--t;;-r::: Io ':3'? f; ( I v 1) .::. lb 3 t:;0 .,;r "' • J. N rv., :: ( 12 P~r l Id) t I et:;F (. '?-1 ) ( \?) -z.. 2 ( ·\ 12,c,S )1/\ 1 .. 1 _,-~ .. . ..... ';) ~ PL-lr -... ,. -----·-.... ··----··-·-·------: ~-/-.. > . I ' : C Ce-5) -:: ~ ,1.-?;p ; :1 tJ?r t/\At p f4;,L,~W'-I :11 !:.=: ,;_ l17.:, ") -, 1. C)•~ I • ! i v.~ _. ._ #., ---7 ~ • •• •• .! • J - • ""• •• •• • • .,: •• ~ • • •• -.. .. -.. _, • •• ~ -•• .; • ~~ - • .. -·-.::. •• ::. .. #' .. -~ .: • :. .. •. ~ ~ •• .; • ~ ... •• .. I I •· -.... I. I I I I I I I .... ~-·· ... ·..:_ .. I I I I I I I .. I ~ -: : . I ---.-. .. -.. - . ,. -·-· . . ·-·~,,, ~ -·,. ·--··· ..... ,,. . .. ... . .. .. . '" .. - I ~ I,., ,_ I I i I 1-,) JOB r • ,,,_, t./, -'i;,,,,: 1'. I, • I•> MARTIN & DUNN; INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. J C\ OF---"----- CALCULATED BY_;¼~/,:.:,:::_,.. ______ DATE (~/1\)qJ ' Phone (619) 497-2118 CHECKED BY------'-------"'--DATE-----~ foo D -~·f:.tJJb· -NO\~-Fax (619) 497-0429 -I ..., _,.., 1-, \.:-. -I ,.,,,t,./ r:..\f, i .. Dv t L, L, -~'-'f j)L.,. L) v$ -:,BP :::. 1,.ll2-,79/. i,sPif) f (\2 .. 73)(2., P~r) -t DL...t ~-ti-1 '7 J I !t, ! -I ) l.l.-,1. N cj -;:t I c?O O C..-1 v--f z : \ 2 0 0 0 1"I I • \. 1.i ! I } . f i I .. i :, r '2 ! i 1 :. -[, - -•• .-~-;' -I", -. -•• -: •• :: --:... .. -•• ,: •• C. -·~ ~ ·: ,•, -! ·~ -':' ... •• -... •• •:. : ••• I I I I I I I I I I I I I I I ·, .. I ::':j MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-21l8 Fax (619) 497-0449 V~ Vi~.:/! _'.!k > ---.)(- lo rn----·,(··- .¼;-= ./.BOD JJ. -:. J:€,oD.,, I r.-= .... ~ f' 0../, ,;~?r'J -f,r..-" 1_,.1,,..!,.,' _.1 ., -11 1 CALCULATED BY __._i4~b::;___· --'-----DATE r:... / I !/ i? : SHEET NO. J_ i ,-:· OF CHECKED BY-~---'---:-----DATE-----\ ro~:; l) ~21.£-:N D N.o,z.-n~ SCALE _.._:1 =:'.:::'-.../4-----=!:..~~___:_=.:..;__,.!_;_:_ _____ _ I =.. ... •• - -•• .. ~~ .:; ·--. .. -• .. ~ • • • - ;-::.::.i:~::·-~.'\i.t:fi. ::•.:. ·:.~-·;····:·:-·=-:-·.:.·· ___ ::.::·::::.-':,:::, ~--... --. --. -....-·-~ ,-....... -· ,----·--~ .. 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 (619) 497-21i8/FAX 497~0429 Qev11:::>fD Date: 08/11/97 STEEL COLUMN BASEPLATE DESIGN ' ' I ' ~ ~ \ ; \_ \. none -. -I.DJ..D Dk!A ----1- ].xial Load 2.00 k X~ X Axis Honent : 12. 60 k-ft J..TSC Section name : TS6x6xl/2 -.. -WLT DATA-·-· - Bolt Tension Capacity : 8.80 k Bolt Count Per Side · : 2 Anchor Bolt J..rea : o. 440 fo Bolt Dist: from PL Edge: 1.50 in · PLATE & SUPPORT DATA · Baseplate Depth n Width Support J..rea Depth Support l,rea Wjdth -ID.fERIJ.L DATA - f 1c Fy Load Duration. factor l,ISC Section Depth flan:e r:'idth Flanqe Thjcktiess Web Thickness -. PLUE D~IGff - Hin. Required Tbic}mess Plate 1-.nalj·sis Method : Tension Force per Bolt : Bearing stress : Allow Bearing ••• Per J:CI 10.15 Per J:ISC J9 : Max.· Plate eapaci ty for Allo.·able Bearing •. :. -PLATE 1-.XhLYSIS - Actual Plate Thickness : . Max .uio.· Plate Fb Actual.fb 12.(10 in 12.00 in 48.QO in 48.oo in '3000 ps~ . 36 J;s1. 1.33 6 .oo in 6.00 in 0.500 i-n 0.500 in o. 669 in 1 7 .54 }: 849.39 psi 3570.00 k 2793.00 psi 402.19 psi o. 750 in 35.9lksi 28.60 ksi Paae: J 10/-r J V4.4D (c) 1983-96 EJlERCALC GEORGE R. SAIJllDERS ASSOCIATES, ~060361 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 (619) 497-2lf8/FAX 497-0429 {Z.,f_;j lt/€0 Date: 08/ll/97 -Page: 1 \D ~ GENERAL FOOTING DESIGN LEC-OLhl!G -llORTH FOOD SThlID ----DESIGN DATA -------------'-J.IlAL LOADS ------ Hlm.1. son Pressure = 2500.0 psf Dead Load = ... Short Tern Increase = 1. 33 Lj ve Load .. Base Pedistal Height = o.oo in Short Tern L-0ad = Seisnic Zone = 4 ... Ecc. Hong X-X J:.xis = overburden Weight = 110.00 psf ... Ecc .. Uonq Y-Y J-.xis = Live & Short Tern Loads Don 1t Ac,t Together Concrete Weight = 145:,Q pcf • I I 2.00 k 2.0 k 0.0 k o.oo in o.oo in --Y-Y AXIS ROTATIOH FORCF.S --· ·-I-I Ans ROTATIOH FORCF.S- .... Pressures@ Left/Right Monent: DL = LL = Short Tern = Shear: DL = LL = Short Tern = o.o k-fl o.o k;..ft 12.6k-ft o.oo k o.oo k o.oo k .... Pressures E Top/Bot Monent: DL = LL - Short Terin = Shear: DL = LL = Short Tern= 0.0-k-ft o.o k-ft o.o },-ft o.oo k o.oo k o.oo k ------------DIMERSIONS ------'-viidth 1-.long x-x 7'.>:is = Length Along Y-Y Axis = Thickness = Colu~n Djn. Along X-X Axjs= Column Dim. Hong Y-Y J-.xis= 4.50ft 4.50 ft 18.00 in 6.00 in 6.00 in ----------------'-------'----SOMMJ.RY----------------------Soil Pres..cmre --,-----___ ....;.._....,._· Jfol!lents & Shears----- D+L Max Pressure = 525. O psf Hloiable Pressure = 2500.0 psf 1x1 Ecc. of Resultant = 0.0 lTI ryr Ecc. of Resultant = o.o in D+L+ST 1618.1 psf 3325.0 psf 17,5 Jn o.o in Hu/Phi = Vu:1 v;av· = Vu:2 Way _ = Overturning Ratio= rvice Load Pressures.... Left Right _ DL + LL = 525.0 psf 525.0 psf Dead+live+Short Term = o.o psf 1618.1 psf Factored Load Pressures.... Left · Right ACI Eg 9-1 = 764. 7 psf 764. 7 psf ACI Eq 9-2 -0.0 psf 2265.4 psf ACI Eq 9-3 = o.o psf 1456.3 psf ---------FOO'I'IBG D~IGlJ ----------'-- f'c = 3000 psi 'n'= Py /( .85f'c} Py = 60000 ~si ;:n:1 ... 2(f:c;;·.5 Rebar CL Clear to Soil = 3.5 in ,n.2 •.. 4tf c) ·.5 Min. steel % = o •. 0014 -· 23.53 = 109.54 psi = 219.1 psi ---------FA<.'roREO SHEAR FORCES------~- J.CI 9-1 J.CI 9-2 .~CI 9-3 Vn * :pbj r~·o-viay Shear = 4. 51 psi 2. 97 psi l. 91 psi 186. 23 psi One-Way: Vu @ Left = 1.21 psi -2.09 psi -1.34 psi 93.11 psi One-l'Jay: Vu @ Right = 1.21 PSf 6.32 psi . 4 .06 psi 93.11 psi One-r;ay: Vu @ Top . = 1.21 psl 0.49 ps1 0.31 ps~ 93.11 psi One-v;ay: vu @ Botton = 1.21 psi 0.49 psi 0.31 psi 93.11 psi ---------FACTORED JQIERTS -------'--,--- Hax. Allowable 2.7k-ft 6.3psi 4 .5 psi 1.5 :1 93.1 psi 186.2psi 1.5 :1 Top 525.0 psf 426.3psf Top 764. 7 psf 596.8 psf 383.6 psf Botton 525.0 psf 426.3 psf Botton 764. 7 psf 596.8 psf 383.6 psf '.J('\...._::\-1 (!~', ,,-\ () ,, • ,1_ • / I ,"i~.J. -'-)) -I t~ . ~ I / .,_-.;.. AC! 9-1 ACi 9..:2 l:CI 9-3 Ru Mu/Phi @ Left = 0.7k-ft -LO k-ft -0.7 k-ft 4.8 psi As Req'd -0.244 in2/ft 0.244 in2/ft 0.244 in2/ft 0.244 h2/ft ch l},6 -/~S Mu/Phi @ Right = 0. 7 k-ft 2. 7 k-ft 1. 7 k-ft 12. 7 ps~ Hu/Phi @Top = 0.7k-ft 0.3k-ft 0.2k-ft 3.2ps1 Mu/Phi @ BottoD = o. 7 k-ft 0.3 k-ft 0.2 k~ft 3.2 psi ------SERVICE WAD OVERRJRWG STABILil'Y ----,---- -----·-· .. b d :-.1 f)S i ( . Static Short Teni -; I -r Factor of Safety : Y - Y AXIS --.none--1.54 :1 = --none----none--factor of Safety: ·x -X .AXIS ..1.3J -: ,75-:: 1,4 , If::, ---1 ):., Sbp , ;;z;:)( ,H' Joe~ ~=-:-:--;-:-:':::---::-'.:--:::'.:==-::~---..,,.......--':--------"--------------'"-· ____ --<..:;..;...;..· ,-;-~----v 4. 4D ( c) 1983-96 EllERCALC GEORGE R. ShUlIDERS KSSOCIJiTES, KW060361 I I I I I I I I I I -~ .. ' <?:-~: I .,, I I I I I I I I <) I • ~---·~----~,.. ... --···~-· --~),. ·~····_--:r,-.-:,-·~ ...... ..,. ..... MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 ' SAN DIEGO, CA 921'08 Phone (619) 4.97-2118 Fax (619) 497-0429 ' . ' I. Di4P+.t~A6i4 cHoiz-p ?0 iu? !.;,IN£~ I~ '2 -2 t j-, 6 -;.-loo PL..f ( µ), 3) -;.. ~ 0 ll5) 1?¥A6 e:,; 1- SHEET NO. --'--,-____ 1_--1 !-OF R,-f,J B/1 l /cp CALCULATEDSY !)& DATE 2!?2°/V ·. CH~Cl<ED BY-----,,-----DATE----~ SCALE ----!.::fz:;::;::k;._:) Y::;..· ~=>=· ...:..;-r--..a....;.i::;._;:.._i !-"-->-~'---'---''--n-\.......,_,_ _____ _ -i,o;S 01.,f -f-----'---,.---'---,,...-,...;. ;4-b r -----~! .In Pvf .6 t ?, s / ~ !71,f ' UNt0 A ..)) .I? "2 , ::: a.ielf t--c, ~10~·-c r-6 i;);o C'J.D) DQ.A-6 -:a-~ S?)i<;o ~~N':). • t' -:, ~ -:: ~ .: ._ ,! -•• -. -.• .: • ,: -•• ,., ~ -.:. I ~ l2-Ofl'Z.,., I I I I I I I I I .:-.::· .. . -: . : , I I I I I . .:,•-011 201-011 I I I -~:,! I I I I I I I I I I I I I I I I I I I I \ I SECTION VII FUNTOWN CLUSTER SOUTH FOOD STAND I I ~~ ... .. I I I I I I I I ~f.::f:} ··-.;..· I I I I I I I .. ··/j MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92.108 Phone (619) 497-2118 Fax (619) 497-0429 £ • ~ : •• : : ; -f 13;J l<-OOf 11 ,...,.,;4 u oL v-1 \1\ '7 . "':l.... oc,...,-;=-'.I. '' .., VI ..,;1 t= f2-AM nJb .J I l/-oJW1rf J:J ~. o P-::J WAD ,- I)_. 0 p;r- 0,, 1 P0[ f 0. oesr [>c...r:: ! ·..../! I>_..:::. r _,,1 sHeET No. ____ -__ c_)_I _ oF ___ l ___ l.. ___ _ if" CALCULATED BY _·1.\,......:..,.\0"--~-----DATE------ CHE(?KED BY---,-_--~-----DATE------ p./\ ·1,, J._· l, ;-_ ,r\_,_''. \1"') !.. .,-1, \ 1 .r1 SCA~E _...1...,:;,.J.=..,..:,..;,,,,:, __ .,_,_.,_.......;... _ _;;.·;_· .,.. __ , :_.• =--' a,;,.•· ____ _ . . ·-. I -~ • ~ • ~ .. -~-~ ~ ~ 1 •• C , ,;; • -« e. • •. ¢ ' ,;; • ~ a. 1, •" ,0 ,. ,;; -~ e, • ~ ¢ ' m -~ '-1 -~. < ' C -~ • ~ " ,. < ,. C -~ r, ~ . ~---=-o-.-c~;_,~~~==-~-~·-::~: __ -... -----. . PRCOUC7 2;;.1g~~-,,: ~•o::::: om 1,<11 ,,C·:e·?-,::o;f ;c.LF•t! ,.;,:.;_:;.r.:;,i I I I I I I I I I I I I I I I I I I ,, I { f_ -?· ... {l:) -~-~ ·::-.::-: ·:-v ~--i \ \ ! \ \ I I I I I I I I I I I I I I I I I I I MARTIN & DUNN INC. . STRUCTURAL & clvIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-21i8/FAX 497-0429 ~VJ\~) . Date: 08/13/97 Page: J:, <:> GENERAL TIMBER BEAM DESIGN LEGOLAlID -SOUTH FOOD STAlID \ \ ,.·:~~ ;--::~::;~~ '~! .. <0 B-1 ---------BEA>i DATA------'---------------SPAJ DATA---- Timber section 5:125x13.5 End Fixity Pin:Pin Center Span = 20.67 ft = 5.125 in Elastk Modulus = 1800000 psi Left cantHever = o .. oo ft Beati V.jdth Beam Defth Lat1inat1on Thickness Fb -Bending = 13.50 in _Beam Density = 35.0 pcf Right cantilever = o.oo ft = 1. 50 in . Load Duration factor = 1. 25 -------UllBRACED LEBG'l'JJS -2400 psi Bean Wt. is ~.dded to Loads Le : Center Span = o.oo ft = 1_6? ps~ Etid Shear calc'd at Support Le : Left Cant. = 0.·00 ft = 6?Q psi Le : Right cant. = o.oo ft -·, ; APPLIED LOADS-----:--.,....,....----,,------- Fv -Shear re -Bearing Oniforn Load@ Center Span: DL = 210.0 plf LL= 230.0 plf . SOHHARY ..,..._ ------,---,.---,---------,--------- USING 5.125 x 13.500 Bean, Bending= 63.33%, Shear= 49.63% Max. Pos J.loti @ 10.33 ft= 24.40 k-ft Shear: Max. € Left = Max. Neg Mon @ 20.67 ft= 0.00 k-ft ••.. used for dsgn = Max @ Left = O.OQ k-ft ...• J;rea Reg'd = Max @ Right = o.oo k-ft Max. € Right = Max. Allow Monent = 38.52'k-{t .... µsed for dsgn = fb : Max. Actual = 1880!6 psi .... 1-.rea Req'd = Fb : Allo11•able = 2969.6 psi fv : Max. J.ctual - Ck= .811(E/Fb)A,5 = Rb= (LeD/BA2)A.5 = cv per tJBC 2312.4.5 = Center camber = V4,4D (c) 1983-96 EHERCJ.LC 19.87 o.oo 0.99 -o. 74 in F'V: Allo~able = Bearing Reql'd @ Left = Bearing Reg'd @ Right= 4.72k 7.08 k 34.34 in2 4.72k 7.08 k 3t.34 in2 102.36 psi 206.3 psi 1.42 in 1. 42 in. Reactions ... · DL HaxiIIUtl Left = 2.34 k 4. 72 k -Right = 2.34 k 4. 72 k Deflections .•• Center = -0.49· in -0.99 in .•.. Dist = 10.33 ft 10.335 ft ... L/Defl = 504 250 Left o.oo jn 0.000 in • ~ .L/Defl = 0 0 Rjght = o.oo jn 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 '0 I MARTIN & DUNN. INC. STRUCTURAL & CIVIL ENGINEERS 7801 MISSION CENTER COURT. SUITE 400 SAN DIEGO. CA 92108 (619) 497-2118/FAX.497-0429 Date: 06/16/97 Paqe: JiQ GENERAL TIMBER BEAM DESIGN SOUTH FOOD STJ.JID J-1 ---------BEAK DU!--------- Timber Section Beall Width Beam Depth La11ination Thickness Fb -Bending r-v -Shear Fe -Bearing 2X8 = l,.500 in = 7 .25 .in = o.oo in = 1007 psi 95 psi 6~5. psi. = = End Fixity Elastic Modulus = Bea1 Densi tv = Pin:Pin 1600000 psi 35.0 pcf 1.25 Load Duration Factor = ·Bea1 wt. is ldded to Loads End Shear c~c·1d at support -----'-· SP.Al DATA---'---- Center Span = Left Cantilever = Riaht cantilever = ------mmR!CED LElfGi:HS Le : Center Span · = ·Le .: Left Cant. = Le : Right Can.t. = 11.75 ft o.oo ft o.oo ft 0.00 ft 0.00 ft 0.00 ft I ' APPLIED ID!DS-------,.;..---,--------,..- Uniforn Load@ Center Span: DL = 36.0 plf ti= 40.0 plf . SOMKARY-----,-----,--------- USIHG 1. 500 x 7. 250 Bean, Bending = 82. 05%, 'Shear = 53. 67% · Max. Pos Mon @ 5.87 ft: 1.36 k-ft Shear: Max. @ L.eft - Max. lieg Mon @ 0.00 ft: 0.00 k-ft . .. .. used for dsgn = Hax @ Left = 0.00 k-ft .... Area Reg1d = Max @ Riqht = o.oo k-ft Max. @ Riaht = Max. Allow Honent = 1. 65 k-ft .... used for 'dsgn = fb : Max. Actual = 1239.4 psi .... Area Req1d = Fb : Allowable = 1510.5 psi fv : Max. Actual = Ck= .Sll(E/Fb)~.5 Rb= (LeD/B~2}~.5 Cf per UBC 2304.3.5 center camber = 28.91 = o.oo = 1.20 = ~o.33 in Fv: Alloiable = Bearing Req1d @ Left = Bearing Reg1d @ Right= 0.46 k 0.69 k 5:84 in2 0.46k 0,69 k ·S.84 in2 63. 7.3 psi 118.8 psi 0.49 in 0.49 in. Reactions... DL Left = 0.23 k Right = 0.23 k Deflections ..• Center = -o, 22 in .... Dist = 5.87 ft •.•. L/Defl -648 Left = o. 00 in .•. L/Defl = 0 Right = 0.00 in ••• L/Defl = 0 Ha>:i!lllll 0.46 k 0.46 k -0.44 in 5.875 ft 319 0.000 in 0 0.000 in 0 ;;-;V4~. 4;-:-D'(-=--c)--:l:-::::98;;-:;-3-:-9:--;-6 -;:;;EHE;;;:;RCALC=:-;~--------.......... -------------------::G=EO=RG==E-=R,...... -=-sA=mm=ER=s--:-AS=soc=u=1r=Es,....., =mq=o---60--361 ------· -- MARTIN & DUNN. INC. STRUCTURAL & ClVIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO. CA 92108 (619) 497-2118/FAX 497-0429 Date: 06/16/97 · Page: 1)(h I I I I I I I I I I I /.'~-.: ··: ·: GENERAL TIMBER BEAM DESIGN I I I I I I G1 I "i!J I . \ \ ' SOUTH FOOD ST1'.ND J-2. ----------BWI DA.TA -----,--..,......,.------- Timber section Bean Width Beam De~th Laninat1on Thickness Fb -Bending Fv -Shear Fe -Bearing 2X8 = 1.500 in = 7.25 in = o.oo in = 1007 DSi = = ~~ ps~ 64S_ps1 End Fixity Pin:Pin Elastic Modulus = 1600000 psi Bean Densitv = 3.5.0 pcf Load Duration Factor = 1.25 Beam wt. is ldded· to Loads End Shear caic1d at Support ----SPA1l DAT!---- Center SDan = 11.75 ft Left Cantilever = 0.00 ft Right Canti-lever = 3.33 ft UllBR!CED LElfG'l'1IS Le : Cepter Span = 0.00 ft Le : Left Cant. = o. 00 ft te .: Right cant. = 3.33 ft '. ' !PPUED LO.ADS-----,---------------- Oniforn Load@ Center Span: DL = 36.0 Dlf LL= ~o.o olf Uniform Load@ Right Cantilever: DL = 36.0 plf LL= 40~0 plf ------------------SUHK!RY---------------------OSING 1.500 x 7.250 Bean, Bending= 77.78%, Shear= 57.98% Max. Pos Hon @ 5.66 ft, 1.25 k-ft Shear: Max_. € Left = Max. neg Hon @ 11. 75 ft: -o. 21 k-ft .... used for dsgn = Max @ Left = 0.00 k-ft .... Area Reqt d = Max @ Rioht = -0.H k-ft Max. € R1<1ht = Hax. Allow MoDent = 1. 61 k-ft .... used for -dsgn = fb : Max. Actual ~ 114~.5 psi .... J..rea Req 1d = Fb : Hlowable = 1470.1 ps1 fv : Max. Actual = Fv : Allowable -Ck= .811(E/Fb)A,5 = 28.91 Rb= (LeD/BA2)A,5 = 13.00 Beai::'inq Rea'd @ Left = Cf per OBC 2304,3.5 = 1.20 Be~ing Req1d @ Right= center camber = -0 • .26 in Right cant. calr!ber = o.ia in V4.4D (c) 1983-96 EHERCALC 0,44k ,0.67 k 5.61 in2 0.50 k o. 75 k 6.30 in2 68.85 psi i1a.s psi 0.47 in. 0.81 in Reactions •.• DL Haxinllll Left = 0.21 k 0.44 k Right = 0.37 k 0.76 k Deflections ••• Center = -0.18 in -0.40 in .... Dist = 5.66 -ft 5. 785 ft •.• L/Defl = 802 352 Left = 0.00 in 0.000 in ... LjDefl -= 0 0 Riaht = 0.12 in 0,319 in •• :L/Defl = 670 250 GEORGE R. SAONDERS ASSOCibTES, *W060361 ~, .. _ .... _______ - I I .;---:~ .. · .. I I I I I I I I (l) I I I I I I I 1® MARTIN & DUNN INC. STRUCTURAL & civIL ENGINEERS 7801 MISSION CENTER COURT, SUITE 400 SAN DIEGO CA 92108 (619) 497-21i8/FAX 497-0429 MULTI-SPAN TIMBER BEAM DESIGN \ \ SOUTH FOOD STAND B-2 GEIIERAL ·»!TA -1--2-.-· 3· lll Spans Sinple Support?? : no Spans Length ft: 3.50 5.33 10.00 End Fixity: : rree:Pin Pin:Pin Pin:Pin Beall Width in : 3.500 3.500 3,500 Bean Depth in : 11.25 11.25 11.25 --CALCOL!'lED VALUES._,....µ_ -OK-·OK--OK- F'b-Modified Allow. psi': 1375.0 1375.0 1375.0 fb -Actual. psi : 151.3 504.9 504.9 F'v-Modified Allow. psi : 118.8 118.8 118.8 fv (actual} * 1.5 psi : 14.9 45.8 70.6 Mo11ent @ Left k-in: o.o -11.2 -37.3 Monent@ Right k-in: -11.2 -37.3 -37.3 Max. Mon.@ Mid-Span · k-in : o.o o.o 31.1 X-Dist ft : 0.00 0~00 5.00 Shears: Left k : o.oo 0.81 2.28 Right k : -0.53 -1.62 -2.28 Reaction@ Left DL k: o.oo 0.63 1.85 LL k : o.oo 0.70 2.05 Total k : o.oo 1.34 3.90 Reaction@ Right DL k : 0.63" 1.85 1.85 LL k: 0.70 2.05 2.05 Total k : 1.34 3.90 3.90 Max. Def!. @ Mid Span in : -0.020 0.006 -0.050 X-Dist ft: 0.00 3.45 5.00 DFSIGH Dll'! Le: Unsupported Length ft : 0.00 o.oo 0.00 Fb:Basic Allowable psi: 1000.0 1000.0 1000.0 Fv:Basic }llowable psi : 95.0 95.0 95.0 Elastic Modulus ksi: 1700 1700 1700 Load Duration Factor 1.25 1.25 1.is APPLIED WADS Use Live Load on ·This Span ? Yes Yes Yes Uniforn •••••• DL plf: 72.0 216.0 216.0 LL plf: 80 •. 0 240.0 240.0 QCJERY V.!WE.; Location ••... ft: 0.00 o.oo 0.00 Shear I : o.oo O,Sl 2.28 Moment k-in: 0.00 -11.17 -37.27 Deflection in: -0.010 0.000 0.000. V4.4D (c) 1983-96 EHERCALC I .Date: 06/16/97 Page:,)± • 5- 5.33 3.50 Pin:Pin Pin:Free 3.500 3.500 11.25 li.25 -OK--OK-1375.0 1375.0 504.9 · 151.3 118.8 118.8 45.8 14.9 -37.3 -11.2 -11.2 o.o o.o o.o o.oo 3.50 1.62 0.53 .. o.Si o.oo 1.85 0.63 2.05 0.70 3.90 1.34 0.63 o.oo 0.70 .. 0.00 1.34 0.00 0.006 -0.020 i.88 3,50 0.00 0.00 1000.0 iOOO.O 95.0 95.0 1700 1700 1.25 1.25 Yes Yes 216.0 72,0 240.0 so.o. o.oo 0.00 1.62 0.53 -37.27 -11.17 0.000 . 0.000 GEORGE R. SAIDIDERS ASSOCIATES, KW060361 I I I I I I I I -< -------... --~ .. - MARTIN & DUNN, INC. Structural .& Civil Engineers 7801 Missioff Center Court Suite 400 JoB \,k6o i A 1-J t, . SHEETNO: _J7. OF ____ _ .. -0. • • • "J SAN DIEGO, CA 92108 . • CALCULATED BY f.J (b DATE (o/j l/'il . : . ; Phone (619) 497-2118 CHF;CKED BY · DATE-----~- I I I I I . ·, ~- j \ /', ' i . Fax (619) 497-0429 SC~LE · tpop ._~:UN D -SQur +t : ; -; . :. : .: ~ : . ~. . : ' -. : . . ' _: . ; . 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'. ~!41'-' c.,..;,">1z.P Plp ~c ! fJ~·o 1ctt3?))/ ;·· -: 2274f···:· .. --·····:. ·······_ .. ; Lii ··;)Hfri+-··~t>oiJ~·· . . . · : • • ~ l7<f ,, 22~ 7 mi" . ~ : -~ .• . j ~ : : : -_, . -.-. ~ ~ . . ~.·c-::---~ ----~,~-·-· ---. --~ ---~· -- - -- . . ~---,( ---. -.. -.. _ __,_..,_,_ I I I I I I I I I I I I- I I I I --~ .. ··._·;1 .-J)·· I . I .. MARTIN & DUNN, INC. Structural & Civif :f ngineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 Fax (619) 497-0429 ·~·:.'; ;~--:~~:::,••::,- SHEET NO. --,-'-----,-----''°"'-J'j-+-OF------ CALCULATED'BY iJ? DATE b/ IV 17 CHECKED BY · · DATE ____ _ scA~E to.op -SUNP. -SOJJ}:\ : • • • i • • ~-: : •: -: • 0L.. tLL, 124'~ \\ C,;j,?_,vtx--rf'-PL. . lJ., ?._,f -S Sf' ~ ('2 2£3 Pi-f -f-\\ l-::2-'-' PU: -r ?36 R.-r -t 1?o Pvf )/{ s -::. C:,2 l j::t;r L2.;;~ ' p Lt ?t I SI~ le., 1 I -H ·1 l 'Jf M~T.:: 1435-r-( I o· J.: k) ~ \72.2°' N ro.:, ~ ~'3f? pL,f c.. t1,5t:2 + 1.'1? pu c5,-s) c~-5 J..~) = ~-1~u~ '¥--; ; } _. I I _,.. ?r'? ! f i~ i i I . I ' ! . ! r,~:: i I GI&/ J71,Jo -::. I, 5· ·. er= G i l-4 ~ -11)'"2°J I 13 + 41 <: -= 1_!5 -2, (,.. -:: '"2 ,b tsf = '2 C 5·414) -:: ; {i,5)('2,~) ' i \~ -::. ·.1.-4 .,,. ~--...-.-, ... ______ .. ------ I I .. r?·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 Phone (619) 49.7-2118 Fax (619) 497-0429 : • - . . ~ : • : ,:; • = . : :- &J2 l l)L.J I~£ -1 Ve1 = ·14~5~_( !J)(l) :: ~wlt u,J.& '2. ·, 4 ' .. ,~ ... ,;7 \. . : I I At>14x'.:=', 007 (L:.?)ll2) -: 1~ 11 t,<. r1~.x ~ # '10.0¥-C ro)" r 172.b) ~ ~? -·' 3 l 2-4 ~q; lT) SHEET NO. _______ ,,i'-o\ l ____ O_ OF--------- CALCULATED BY' :h'.t DATE •' bl I )/:47 CHEf,KED BY---------DATE---------- SCA~E pc:>P Sf& NJ) .,.. SQ/Itl . -• • :. • :. : :. -f •• : • :. : .-• -: • • • Jv~ ==-18;,_.1; 1ifl-.Pl~ I = 4D,·5 tn+ I , • '0112.0~ b l.J5i, .,4-... 6 11 d) f.Xm..A , Ga ~Jt:--/J W~t PA-bG _.,;. .. . ./ . ... .. . . .: ..... . . =··. .~ ~--/ . : -. .... : . . . I I ~':-,, : .. : -~-~ .1 I I I I I I I I .... ;-.-:~ <:.\~·.::· I I I I I I I ': ... ~-: : : .:, ., I· ... · I MARTIN & DUNN, INC. Structural & Civil Engineers . 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92~08 Phone (619) 497-2118 Fax (619) 497-0429 T~1 ~,iu -== M,1 --;. -\\ L-r:;_; ,"\I ,\ t\ 1it"'\ JOB r • 1::1_ );-:.nNI.) SHEET NO. --'-----,-----'----'("..,_J ...... )_) _·OF ______ _ : ~ I /" 11 t '"':\--"7 CALCULATED BY-:-·\\?~-------·DATE <=/ t 1,; ~t f CHEpKED BY __________ DATE--~--- '· ,,...,,,1,.-- ~CALE ru J . ':-. : ~ . .: : .- + (..,~) (00) : I I 04 -4 (_,;t)C&v) ) - t2.,(., 55)( 3)C U:;;) ] I_ G11 cQ (ON1:) LJ/ 4-~~ ~A1GS 10 f:) ,, ' .. . . ..... ~. . ... " ... "' .... , . . .. . . . . . . .. . . . . . . ... .. ,. .. I c) I~ c.? f"I 2.. I .-~---- . -· I i \ '. I I I \ \ ,· \ ' ~ I I N I I I (l) o;) I ~ N I I I I I ~-·------:·-..;._c.-· - I I I (G) I ---_,. I ' .. ---- I I I I I I I I I I I I I I I I I I I \ ' SECTION VI 11 FUNTOWN CLUSTER MARCHE RESTAURANT I I I I I I I \)-00 f f'.A.:n r ~f\ "'1 \\l b V LA 1J · 1 J 'Sc.lK.4,. \. '•"-"\. ------------------- -t 11 • I I \ r===r-~l I r-· --I, ---~ -------__ :..J ----,.. -------f' · ,_, J-11• 1 I ~ _11 ! ,,, -2--, & l?,-1 · \.!) -----~.=:I 1 11----1 I lt------i==r~ t .. I, -·\- \ \ \ ---.--A-.c..---H H l1----L'-.:-..:--Q --1----:.-11 -~=------7.: I --"'!" ,_____ il 1 .... & -j--~-~~~ 1,-1_;_:_.e.---i-~-·~ 11------~-1 ____ I ..r,. -->.Q-1.l----H ' I --,-,, ---1---~-: tA ._ __ .,;._, . I ------L. l , \!) I 1 ____ J I ~ ____ w:,---D -1-1 --+- ,II 11 11 I ' -· -..---.... , ·•·•·· . . . 11-----1-------+iil I H-------:: : .\ 4~ v8 -=;-=a·=-~~~1r~~::~:~J f ~r1 r:=: :r ,Trrrnnirr:w, 1 ~?; ,t=!= '-~[--]j! .. 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( ---= 1--1 '-··----.....,...~r · ::1....:_.,__:_;-.;-;-...;.1,11 11111111111111111. 1 ------~ ~~~ 1 ~ I I I I I 14 I Hii i I i I I I I I I I l I I I I I I fk1 : I !-/ l'L._"(.J1 I I J1U l-U I I I I I I I I I I I I l I I " ~ I ~r-~=~rr ~: 4 -• r·-F-1a -,l : -· i _ . ! .=r I -·· r:·· -~ ·_ • ...1...----. . ·-±·--·-_ --------- I !.::---_,.: . . . . . . . -------.---- I I Sheett I .. ::::. _: MARCHE COMPLEX T JI DESIGN I \ TRUSS# SPAN LOAD (PL+LL) TRUSS SIZE REACTON FLANGE HANGER CAPACITY t1 20' 152 1.4" T Jl/35C 1520# 2 5/16 MIT3514 2650# I t2 26' 152 16" TJl/55C 1976# 31/2 MIT416 2650# t3 20' 152 14" TJl/35C 1520# 25/16 MIT3514 2650# t4 15' 152 11 7 /8" T Jl/35C 1140# 31/2 ITT3511.88 1450# I ts 20' 1'52 14" TJl/35C 1520# 2 5/16' MIT3514 2650# b-:14" :;Jl.!3ie 2912# . 4=518--WP3-5114 2 36a-5#-- ~es B1~~ I 1 I I I I I···· \\) I I I I I I I 1\~:\ I Pago 1 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 92108 . (619)497-2118/FAX 497-0429 Date: 06/05/97 Page: 8'? GENERAL TIMBER BEAM DESIGN '·· . GB-6 ----------BEAM DAT!------------- Timber Section 3:125xl5.0 End Fixity Bea11 Width = 3.125 in Hastie Modulus = Beam De~th = 15.00 in Beam i>e~ity = Lamination Thickness = o.oo in · Load Duration Factor = Fb -Bending = 2400 psi Beam wt. is }.dded to L-0ads Fv -Shear = 165_ps~ End shear Calc 1d at support Fe -Bearing = 650\psi . ----------'-_ .......... _____ APPLIED W Unifo:rn Load @ Center Span: DL = 360.0 plf LL = 348.0 plf / -_,.._ __ SP.!H DATA--~- C. 1.er Span = eft Cantilever = Right cantilever . = ---UliBRACED LEIG'l'HS L~: Center Span = Le: -Left Cant. = Le : Right cant. = 16.00 ft o.oo ft 0.00 ft 0.00 ft 0.00 ft 0.00 ft . . smD;!RY--------- USilfG 3,125 x 15.-000 Bean, Bending = 78.58%, Shear = 89..?9% Max. Pos Moll @ 8.00 ft= 23.02 k-ft Shear: Max. € ,eft = Max. lieg Mon @ o.oo ft: o.oo k-ft .... us for dsgn = Max @ Left = 0.00 k-ft ... J.· a Ref d = Max @ Right = o.oo k-ft ax. @ R1ght Max. Allow Ho11ent = 29. 30 k-f t ••• used for dsgn = fb : Max. Actual = 2357. 3 psi .... Area Req 'd = Fb : Allowable = 3000; O psi v : Max. >.ctual = Fv: Allowable = Ck= ,8ll(E/Fb)~.5 = 19.87 Rb = (LeD/B,.·2)·"'.5 = (\ 0.0 Bearing Req'd @ Left = Cv per UBC 2312.4.5 \V o Bearing Reg1d@ Right= Center camber ~ 0 = . -o.s2 in 5. 76 k Reactions .•• DL Haxi!IUD 8.63 k Left = 2.97 k 5.76-k 41.86 in2 Right = 2.97 k 5.76 k s. 76 k 8.63 k Deflections ••• 41.86 in2 Center = -0.35 in -0.67 in 184.16 psi •••• Dist = 8.00 ft 8.000 ft 206,3 psi ••. L/Defl = 555 286 Left = o.oo in 0.000 in 2.83 in ••• L/Defl = 0 0 2.83 in . Rigbt . = o.oo in 0.000 in ••• L/Defl = 0 0 V4.4D (c) 1983-96 EHERCALC GEORGE R. SAUNDERS ASSOCIATES, 1''W060361 I I . -\. ~----------------~-----e--------1!,----· ·---l~r--~ .......... ~-~--------·--~--- _J I ,.....,........, _ _..,,.,:r_-~·~_,.,._• __ •-~-·---~-=:.tt..<",...:l,.,..-t,>,':!'r~,;:-.,',:lr=,;<:, .,..~\J·.;;,,,.,<---.U..,.,,,__...s,~--.,, ...... ...,.,,.=~,_,,_.,r.u~ :'" • .... ~'\"•_.,.,._._,.."°'\""'"""'-''"*~"f-"'1""'••4;-n,>_.,"\,>.._.....~~---:,..-•~ ..,.._.--,_,',Joo:":.,'-•._,. ... .,...,, • .lNtr..,,~·~ • .:.:-...._->o, ...... -. \.)E:cx:,_ ' 1 (p Z.t/ 0 I I I I I I I I I I I I I I I - I I I W(tJv" 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 W, ~ 1o. \,... ('·~)~:; 'Z,,,"2.A:J; w '\, ~ 1ei Is'(, ( ,~ s) S" = ~~(t, t Ljfl;( 1 r" l.N~ :_ l ~ I ~ ,.,. l\ '4-~~ I -rs 4-t~ Vb"1\---, 'I-~ ~b~ l '1,b ~~r . :. -... ' ' .... --. .. . ~ .. .. -. . JOB..;;.._---'-------------- SHEET NO. · i J¼ OF----+-'---'--- CALCULATED BY_~-.-.·__,· :;_·· ____ DATE __ 4-_.1/ __ -"-'7+-7----' __ CHEC~ED BY ________ DATE ____ _ SCALE \-\ A«C--\1~ ~ (!__ l i,\ "t. 4/v Q, l°5/r ~ 4·,'\ r\ -I-.,,. i.Y ? .s C!. t;I~ J ! , . l \~ ------·-··- li,~ ,JI ·5 s~ ~1.~t~\ ~ l~ ,Lt-y~ s:! l -t ,1 , .., I '('(\ MIS, {2.'f-' l -.;:-' ' - ; ' .. s > -, I . ·s-·-~--~-.. ----~ =·· ~------~-. ·-· ·--~--·--?-=-~~---..... ~--,,...~~~-.....s-r~11:~·~··'·-~~ .... -~-.--..i-~ ..... ,. ... ~~ ...... --..,,,,""""""'~ ... ~ ... ~~ Joa ~~o f~Z,LJ,o I I I I I I I I I I I I I I I 1- 1 MARTIN & DUNN, .INC. · Structural & Civil 'Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108- Phone (619) 497-2118 Fax (619) 497-0429 SHEET NO. ~7 B OF -----,,--7--- CALCULATED BY _E,\--'-'-· f;,"-""'---'----DATE -g 17 CHECKED BY __ _.;.._---'---DATE ___ _ fti_l........, Ct~ SCALE ---'--'-I-.:..-\.\'---=-It,;. _____ ___,___ __ _ _ t\...~t\il.-?1 O (2./ 12,.oo·v;,. -~\\ V -~/I "t C\-r L;v~ I $1 -0 L,.,· ~-I NU~ t fA..'-/ 1 \ ~?\,}l,-, l i WO!O lCL. =-~-t '2..-t-\ t 3 = 9 :2. 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Structural & CivU Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA 92108 SHEET NO. 15 y; ~ CALCULATED0!3Y ~ · OF---+'-'--'--- DATE..,..,.. -~_._(_._4._._7 __ Phone (619) 497-2118 Fax (619) 497-0429 CHECKED BY-'-. -----=----·..:-·. ·DATE ____ _ SCALE_H~Ar2:!.>..'._C.:_· _,_,_\~+:t:;..-----"---',---'-,------- e,_ \r ~~"Co ('L-'-f [Uc~~ f2.a"t2' On,Otb-DU tµ, Vt;."i\..\b,~ \7vt-l D1.>t,...0,-r1 \.)-;: .4-tLo.,, '2,D-w~. ~7 w ~ W ":I-f'L..~ -l \."J /i.:-i-0>\ ~i,\ \-C.-;\--~ '34' r-'5 4 -:; l ~ ?;<P -f2 1\ . l)')~ t~r4+'~ ~ -ioP?'f (S'i:t:.,9 W=-,,.)1 IJ-:z. l,.~ t> I ~t?i-r 'S ~ tJ-<-, -:;. t~,I.L:i/'l"t-5<,)';.. ,\~(.. ~-w ... 4.~/~" ~ .luu e> . f ()-... ___ __ H '1,1 V1J 1.1-rv~ w/ Y1.,, f.t,~ l7i-:. (L~t~.v) -:i;-1.1 'Tiv ?,., ~ ( I ei) 11,~"'t iS" -; +.b C\.,... K l+\t e. t\~. ~ l,5'+4-. + th e,-t ~ .::c 11, 4 )!:.. L-w ~ :;. 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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 SHEET NO. , _ 16:8l?. · Of----~.....,.__- CALCULATED BY----,--~---DATE --~-l~ii-+7- CHEC~D BY----~---DATE ____ _ SCALE 11 h{U\t~ "ll ""-c1''>1..-r ·'2.(S-~ ~.4-) t7 ~ ::: ~ S~-:. \ ll ~7 ·-. • -~ ~ ·-= -r ~ -u ~ h ~ -~ ft -: ~ •• ~ -~ --~ ~ ,. C -·~ ~ -~ C h ¢ -~ K -~ e, V -1. ~ ~ ~ Q • ; -• ~ I I I I I I I I -I I I I I I I I I I MARTIN & DtJNN, INC. 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Structural & Civil Engineers 7801 Mission Center Coart Suite 400 SAN DIEGO, CA 92108 Phone (619) 497-2118 JOB SHEET NQ. '. CALCULATED BY CHECKED BY (.£ C,:;:;>o~ i,2o___ _ 9F th DATE q. 3-.97 ou DATE Fax (619) 497~0429 SCALE -=W..:;....i..f....::?O;...._.,_/?_G_1_/'f1_,l-_: --"P.2'--'--''?'---=-0 __ -'--______ _ P~ C-,.t;,1,JrJez.;110,,"-J C! WM.L ~-t {b~tt:7,l~~) loA-O : 1&00\-# \ "STP-&e . To 13v4:e{1...J ST(;)D, /,,,.A'~ 1/e/ 'I-::i..fl c:.e:,1,.)1, ST~ f .. !. c;:,,lt.. -/?..,Bki qj.- r. ef-~ I '· f. .._ 01/;:...s(,,01 'J #Io s ms e B 11oe., (;:z re:/ 6 C-1£...) 0 1 41 S x /, '.3 3 'f-I 4, C5 ( !'2-) _ /--:2 , C? /:.. -, /, ~ ft. pl(_, ""F - I I I I I I I I I I I I I I I I I I I \ ' I SECTION XI DUPLO VILLAGE CLUSTER PASTA PATCH RESTAURANT I ---~-. . . ·) I I I I I I I l :~/:J "·s# I I I I I I I -~.: · .... ·. l~~---- 1 MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGO, CA _92ios Phone (619) 497-2118 Fax (619) 497-0429 JOB f,Ebo~ -SHEET NO. C!J.O.. OF CALCULATED BY tb DATE P/,4-, '17 CHECKED BY : t>vJ DATE SCALE ~TA fAtC:if: f)J...'2-/ '57~ •' 11>1 s ,-~d 3&,/ s fF--, ~; ## c,-j<- I C..-e/.J'z>t&"t;:.--,:_ s ;-3;,,-,:y:::; ,:: q-c..,.i.. , o;-;y ::::') ~'f-1-:a. ~1 S7f-e7? w / s, m P$c:;,~--> ' 'rr1s7 s 71 · c$'. . s P <A c..-e s I -·I I I ~----,,, . l I I I I I I I I I I I I I . ·. MARTIN & DUNN, INC. Structural & Civil Engineers 7801 Mission Center Court Suite 400 SAN DIEGQ, CA 92108 . Phone {619) 497-2118 Fax {6-19) 497-0429 If 1/ Ii '1 8 y 3 ;,,.) i i::?f; JOB {,Ebo ~ SHEET NO. C \ .::,CL OF CALCULATED BY +.b DATE q. 4--, Cf'} CHECKED BY ovJ DATE . SCALE. flt=:,1/J,. PATC-H .' P?--?--/ - I , -:#Jo Sms p ~..vi 1:::: 4i 5 ,'./, ~p O 5f5 ~ #/ 'S,.c.l{._fE-'_,1J l,5¢..6,,-.,1..1 (_ 4-f~12-8 U-) e 7 ~ (_ UrvJ £..DA-'.-t .. ) B _ s Cl!-e?I.J S ~ TtZ-Ac,./l. 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I '5 · OF-~---- 7801 Mission Center Court Suite 400 t.-1. t:1 ..1. 7 SAN DIEGO, GA92108, CALCULATED.BY _____ -"-=J:::):;.___ DATE-~1-'~_-f"_•_C/ __ _ Phone '(619) 497-2118 CHEC' ..... D BY ~ ~ Fax (6.19) 497-0429 "1: -------'----'--QATE---'---'---- scALE 'P/2-s/ A f',A-/C if': P 2 Z I u,L, DG'f, 1:,,./ 1 f',c : :lo•; ii- ~ ::.vfft>/21-Cf: a,U:> -1 ;q ():).,. '2-f c;o+_ ~;__;:ii -" -....._ -- ,;_p:;:P-~ ,:!,1,,>ff?P/2.T -t-o~:, f A. :-. S, o G,,, ::: 0, B~ /::.,.c,-i :J,$'1 /4-: 3, 51,~ Z' G ---4. II (1) i -- ... --.~ ~ ·· ~ -~ ~ ~ ~ ~ ~ ~ -~ n -~ ~ h ~ -~ ~ -~ ~ ~ ~ _ • i r ... ;. s; /~ -t--==-, a. ., ., ·n· 4-J.-' t,;,1,-.-. -< ,·, I ·-~~=M=•M<A·.~,.M~,-~~·-~=~--·.u~--=-.~-•· .-.~~,~---~~--~--·-·-~-· .,_.":~::·-,·~• -~ ·-· ~-~•~·=·~·-·,;:~:::~ -.--..~~--,,_-. ._.. -•· -·---"·, MARTIN & DUNN, INC. I Structural & Civil Engineers 7801 Mission Center Court Suite 400 ·· .,___) SAN DIEGO, CA 92108 SHEETN0.-'-·------c_. \_·s_,e-__ OF------- ~ a, 4-.·., 7-7. CALCULATED BY ________ _..Ii!:=.'---'-DATE __:f___:.__,_...,__ __ · P~one (619) 497-2118 I Fax (619) 497-0429 CHECkED BY __ -----------'-/)_e;J __ DATE---~-- SCALE__,,@-'-~~'-'--=-';(i.:...;A....;.·__,_P....:.l_.i·_.·7..;;..?,..:...H_:_.:;.f)....;..·2...;.:;2._./ _____ ___._ __ I I I I I I I; I I I I I -. .. . .. . : ~ ~ I . I : 1·~~- ./ . '\ TG ~ c-~12 ~ 0. ··,SC:.) 1 .,,._,C)/._j"! 1 ---'--'-'--=======s.a= ... ==. ===,...........I ' '.,/ C..;?lv"f:; t 'C?.Jf;;fZ ? >'-/ o 1>P-L-# 2 (. 0 q::. 57$(1, ~i) ( I ,J) \ \ r \ ,J.. -•V ~.!3E = q}. f'7J1 < zs,rz. = /} ,a ?, ; If I '/ // . rt, I COL-TS : :;,-,.'/1 + t.,,..) I ~, '$1,l,,$·/ c,'E?;· ,..1:,, 5 thbl-€ f!;. '.:; B -/JPS ,,_ C:-0 ~"·. Pn,,.:1)% :::: :2-&,~ { /, ?:>"?){j.~?) ~ z;q()(?1r .&tr u:>1...;)1-J : 2 '1 !?O~ z --5 B IY!?::/1,'? ';).. .. / 00 ::If -•, ,. .,, ~ .:: ,. "--:-... .._ '=' --.:: ,._ :.. -,:-. ... -,•, .: .._ ;,: ... :-. - -• • =: -ca ~ -,:. ..:: ..._ c:: -:-. :---.: ,:, •· ~ -" .-; -;-.~ ~ -.::: - • ~ __ J ceRTIFICATE OF COMPLIANCE Part 1 ot 3 MECH-1 PROJECT NAME DATE L, 4-&-1 'ROJECT ADDRESS :·::.:.: :··········· . ....-.····.-.. ··································::· 1------.=;.::.+;~:..--!:::..:...-,..:;:_-+-~:..:.....;.:..............::::.....i...:::.----'--"-~"-'-.-------'---,----r:::::=-::=:-'-:-.:-:--=--------'---l!BJ:"!"~~~ i!i!l1lili1:=~~fu~~:ll!a1?::1ii:!lli1ii Bt,JILDING CONDITIONED FLO"ORAREA :;q __ BUILDING TYPE t8:l NONRESIDENTIAL D HIGH RISE Rl;SIDENTIAL :0. HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION .o ADDITION D ALTERATION D UNCONDITIONED File Affadavit METHOD OF MECHANICAL COMPLIANCE ~ PRESCRIPTIVE D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE D PRl;VIOUS ENVELOPE PERMIT l8:J ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE · . : . ·. ·:;_ ·. This Certificate of Compliance lists the building features and peliormance specifications· ne·eded to comply with rit1e· 24, Parts 1 and 6 of the California Code of Regulations. This certificate ~pplies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposecf building design represented in this set of construction documents is consist~nfwith the other compliance 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 mechanical requirements contained in sections 110 through 115, 120 through 124, 140 through 142, 144 and 145. Please check one: !:8J· I hereby affirm that 1. ~,:i-, eligible under the provisions of Division 3 of ·the .Business and Professions Code to sign this document as the person respon~ible for it~ preparation; and that I am_a civif enQineer, mechanical engineer, or architect. D I affirm that I am ellgible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Gode tc> sign this document as the person responsible for its preparation; and that I am a ~icensed contr~ctor preparing documents for work that I have contracted to ,perform. D I affirm that I am eligible under the exemption to, Division 3 of the Business and: Professions Code by ·section __ _ of the -------------------"-C e to sign this d9 . eat as the person responsibie for its preparation; and for·the following reason: . PRINCIPAL MECHANICAL DESIG.NER -NAME "· .. Indicate location on plans of Note Slock for Mandatory Measures INSTRUCTIONS TO APPLICANT · · · For detailed instructions on the tJse of this and all Energy. Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission .. MECH-1: Required on plans for c1J1 submlttals. Parts 2 & 3 may be·incorporatedJn schedules o'n plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanibal compliance . . MECH-3: Required for all submittals,_ but form does not have to be completed if location of mechanical equipement schedule is Indicated on the form per Section 4.3.3. MECH-4: Required for all subniittals unless r~quired outdoor, ventilation rates and airflows are shown on plans per Section 4.3.~. I Nonresidential Compliance Form January 19951 ~ , CERTIFICATE OF COMPLIANCE Part2ota MECH-1 SYSTEM FEATURES · · . · · . · ... ' · · ii 1... _ __,__;:;, __ ~ __ __, MECHANICAL SYSTEMS ,__jsv_s_TE_M_NA_M_E __ -'------' AL,,-& 11 l·.__I _____ _, TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? .. FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE I HIGH EFFIC.?' MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER / I HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/CQ9t? HEAT AND COOL SUPPLY RESET? ' HIGH EFFICIENCY? ,, 7 NA ; .. H,.li-.. µ I H ~l,t._ ., +.\ N : N f?. ~ ,-'· . ·-,. f"', (;;pOc) ., ::.:',(~'? I rJ I ~il../~-t-;.~, it~ t-::. ~I_~)C/~ ~ ~-...... ... ...... ~C,)r:' ~!..,};> ,&-..·/<--·· ' ' ~ I I~ , .. _;j.;../i--1-z.+~~ j~,·~~·:,;. CODE TABLES: Enter code fromtaole below into columns above . . TIME CONTROL SETBACK CTR(,.. ISOLATION ZONES S: Prog. Switch H: Heating Enter number of ... . .. O: Occupancy Sensor C: Coqling Isolation Zones. M: Mani.Jal Timer B: Both Y:Yes N: No, VENTILATION 6utoo6R DAMPER EC ONO.MIZER · B: Air·Balance A:Aufo A:Air C, o'utside Air Cert. G: ~ravity W:Water .. M: Out Air Measure . N: Not Requir~ . . D: Demand Control N: Natural .. I I ~,~,,:: ,7tfl;, J ~: . :~J;~r~r .. ·-~ .. =t .. .: •,'',,i',':::·.--•:·:••W,,' ......... -~-~~~:: ...... . I FAN CONTROL 1:.lnlet Vanes P: Variable Pitch ·V:VFD O: Other C:Curve O.A.CFM Enter Outdoor Air CFM. Note: This shall be no less than Column G on MECH-4. •• ,N .. ' ~ J ,: Nonresidential Compliance Form January 19951 ,. CERTIFICATE OF COMPLIANCE. Part3ot3 MECH- PROJECT NAME l..-e6:o UCT INSULATION . · SYSTEM NAME DUCTTYPE (Supply Return, etc.) k-1 ' ,:;,tJ 1~1L ··(_ :·~)t.r--1 .. .. .. ., DUCT LOCATION · (Roof, Pleriurn, et9.) - ,... . .. .. .. DUCT TAPE ALLOWED? y N .D·-~ OD D~ DD 0.D DD DD DD DD DD DD DD DD DD. DATE DUCT INSULATION RNALUE ~-,/, l ,...,~ I ~--z..1 I .. -.. , PIPE INSULATION. · .. -.. -· .-_ ··· · .': · · ,; -~:_, ··· .. · ·, .: ·· :,,: ,·· . .i.-"-. :·~--'·':.< ,_-:: :\·: ;:,-,,_ -· ;-: . .-· '.'.·: :-,;:···1/· :~--:·:.-:-_\~. : •. ,: : -. ,: :-~-. ·: t .:."~_;· SYSTEM NAME PIPE TYP.E. _ (Supply, Return, etc.) ~f-. . . ... .· .. --. _.,.. .............. ·~·-·.-.. _- .. .. INSULATION REQUIRED? y N DD DD DD DD DD DD DD DD D·D .. , .. ,.,, .. -., .. ·.·.•.·.···--·.·····<:!· NOTES TO FIELD -For Building Department Use Only .· . . . . . . ·: . ·. '. . . . '. . .. Nonresidential Compliance Form January 199 >' -·, ,~~--,,;:~--, MEC.HANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME DATE ol-Hlo :..:i ,, a-7 ,-~ ~l SYSTEM NAME }-'· ... e,;, .~ . FLOOR AREA ?:fl# NOTE: Provido one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: COOLING HEATING • OUTDOOR, DRY BULB TEMPERATURE (APPENDIX C) 69 ;l;'b • OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 01 • INDOOR, DRY BULB TEMPERATURE (APPENDIX Cl 1~. 10 2. SIZING: -DESIGN OUTDOOR: AIR CFM (MECH 4; COLl)MN 4) • ENVELOPE LOAD • LIGHTING WA TIS/ SF (L TG-2j • PEOPLE # OF PEOPLE (MECH4;COLUMN E) } ....-, _.,,, r} t ~ "": ? ,..,-~ ... ,. • MISC. EQUIPMENT WATT.S./SF • OTHER ( PRO.CESS LOADS, DUCT ') LOSS,.INFILTRATION, ETC .. .. t'~·./1.."'·,·1 /h· JJ:_'."l' ------! .• t· .. I 11 • /•~,~\ • OTHER (Describe) (De~rlbe} SAFETY/WARM UP FACTOR MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/WARMUP fACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY -. ~. : IF INSTALLED ·cAPACITY EXCEEDS MAXIMUM ADJUSTED .LOAD, EXPLAIN FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE HP N?--/. u ,;,,,.-.,, NOTE: Include cinly fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. EFFICIENCY MOTOR DRIVE . -.. . ~ ... : ~- [[l NUMBER OF FANS ., ,..., I' ! i j'"\ ., ~I,, .... KBtu / Hr PEAKWATTS B X E X 7 46 / (C X 0) KBtu/Hr CFM (Supply Fans) , .. TOTALS I .._I __ __.i: TOT~ FAN SYSTEM ,-I POWER DEMAND _ . WATTS/CFM Col. F / Col. G 'I ' NonresldanUa/ Complance Fonn January 1995 •• MECHANICAL EQUIPMENT SUMMARY MECH-3 PROJECT NAME DATE _4--s-4 OOLING EQUIPMENT . SYSTEM MAKE AND DESIGN OUTP!JT TOTAL NAME MODEL NO. (BTU/ HR) ru=~J<::I\J CFM t,;t:-!""·~1,~)V .. l~r'----b /.,r ... ? .. ~11 ~J,..:J. -:4,.,.J;!;.i r5 ~ t~1 5 11V ... :,,~,l"" . ., . .. - ·' .. . . .. UNITS re~ . .. . .. RA TED EFFICIENCY Al-LOWED ·PROPOSED ~ ---. ?.,-''c':J l"\, ~~- 0· .. .- ·- ECONOMIZER y N ~D D:D· DD DD DD D-D DD DD DD DD DD DD DD DD DO HEATING EQUIPMENT · :· ... : .---.· ... · ·, · ! ·----' · ... · • :· .. ·• :. • · ·•.. ··.-.. · · · •.. , · . ·•. ._.-. ':·· ;-· :.; SYSTEM NAME Nonresidential Compliance Form MAKE AND MODEL NO. ;' ,, OESIGN OUTPUT (BTU/ ~R) I UNITS ./<f'u~ RATED EFFICIENCY ALLOWED PROPOSED 1'1$J t::, f..,,. ~ r'\·.~: 0 ._. /.,. .. . January 199! ECFIANICAL VENTILATION MECH-4 ?ROJECT NAME 3YSTEM NAME NOTE: Provide one copy of this form for eech m·echanical system. ECHANICAL VENTILATION · [[] AREA BASIS OCCUPANCY BASIS SPACE NO. COND. CFM MIN. AREA . CFM (SF} · PER SF (BX CJ NO. MIN. OF CFM PEOPLE (EX 15) le& ~944 I IS Cd~ .,· ~ ¾'?.,;, (;ccO ,. ., .. - ; ,., .. .. . . .. ·- - - ' .. . .. ... TOTALS (FOR MECH-2) I~ .. ..., .• . .,, ~-,") Minimum Ventilation Rate per Section §121, Table 1~F. REQ'D. O;A. (MAX. OF DOR Fl o> t;,,aoo . . .. .. .. DESIGN SUPPLY CFM ll44o2 I Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. • • I Must be greater than or equal to G, or use Transfer Air. [I] QJ VAV MINIMUM CFM LARGEST DESIGN TRANS- MIN. MIN. . FER CFM CFM AIR --- .. If zon~ reheat or recool is used, 11must be less than or equal to G, or Jess than or equal to Total Design CFM X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. Must be less than or e9ual_ to I, (if ap~l,h:able}, but no less than G, u_nless Ttansfer Air (Kl i!i used. Must be greater than or equal to (G • Hl, and, for VAY, greater than or equal to (G -J). Nonresidential Compliancs Form January 1, 1995 CERTIFICATE OF COMPLIANCE .·. Part1 ot2 ENV-1 DATE "'.OJECT ADDRESS '. ;:;i::;( •: •.: ... · .. :-.-:·:,:·.:.:.:•::,::::,:_:::.:.:_:;. :.: .. :: .-~ ..... )t~ f-D_O_C_U_M_E-NT_A_T_IO_N_A_lJT-+H-O_R _ _,__~-'--":.:/--'7-:'-~-~-:~-·-"p-t_.G_~_~A---':-'~- 7 -_7-t:,'--~~·-------+--"'----'-.;;.,,c..-'-:..._--~'-----1~~~;=~ DATE OF PLANS BUILDING TYPE [Z1 NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHASE OF CONSTRUCTION [ZJ NEW CONSTRUCTION D ADDITION D ALTERATION_ D UNCONDITIONED (File Affidavit) METHOD OF ENVELOPE [Z] COMPONENT COMPLIANCE D . OVERALL ENVELOPE D PERFORMANCE This Certificate of Compliance lists the builqing features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulati'ons. T~is certificate applies only=to building envelope requirements. The Principal Enveiope Designer hereby certifies that the pro.posed building design represented in 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 permit application. The proposed building has been designed to meet the envelope requirements contained in sections t 10, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. r'lease check one: D D I hereby affirm that I am eligible un~er the j;_>rdvisions of Division 3 of the Busin~ss and ·professions Code to sign this document as the person responsible-for its preparation; and tha.t I am a civil engineer or architect. · I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign thi5, document as th_e ·person responsible for its preparation; and that I am a . licensed contractor p~epar.!ng documents for w9rk that I have contract~d to perform. :s, . , I affirm that I am eligible under the exemption· to· Division 3 of the Business and Professions Code by Section ___ _ of the .. Code to sign this document as the person responsible for its preparation; and for the followi"i,:g re·ason: ----~--------------'--------------· Indicate location on plans bf Note Block for: Mandatory Measures For detailed instructions on the use of this and all Energy Efficien·cy Standards compliance forms,· please.refer to the· N·ci'nresidential '~anual published by the California Energy Commission. · ENV-1: Required on plans for all submittals. Part 2 may be· incorporated in schedules oh plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidential Compliance Form CERtlFICATE OF COMPLIANCE Part2ot2 ENV-1 l PROJECT NAME . I DATE . l ~. ----"~-¾~"k,b-~H--"'o'---:-~~"=....a~~P2fi2'"'-'--"''--. --_c....,.Dt.l~F_t.0_C~t1~¼~'G._:rne+'-'-=-P:.~rFe~~~---_.._____,_4,......:;:·!?'---'-'--~1..L.-_. OPAQUE SURFACES ASSEMBLY NAME INSULATION R-V.ALUE· CONSTRUCTION TYPE LOCATION/COMMENTS: {eg. Wall-1, Floor-1). {eg. R-19, R-22, etc.) (eg. Block, Wood, Metal) (eg. Suspended Ceiling, Demising, etc.) 1J1-,.t,.L,--1 . f!.. • 11 ~E:;tJ~r .Pl.,,l>~i~t1,.o -:~~or--~AU.,. h • .,:; ············1c~···:···. ~c,f=-1 r--11 r-l~tJ TrP,~ .. .. ·• .. .. ·:·:·::::::::·::::.::::::.::.:::::::::::: WINDOWS. ··. -:. · ·.·::f-...: · ... .-: ·· · -:·.-.·::· · ·. ·". · ·· ... i;·,."°· ., .. ;·: .:.··~:: ··· ·:.:.,:·-;: ,···. ·t:.':,-f:;:-: :· ... ,:-,-:,. :_·.·.. :· ·:· ~-.· WINDOW NAME NO.OF LI-VALUE F.RAMETYPE EXTERIOR OVERHANG GLAZING TYPE (eg. Window-1) PANE_S (META_L, WOOD,ECT.) SHADE? . CREDIT? (eg. Clear, Tintecl) ~-rJ1~1;;,o H I 1,01 Me'.tAL-. ---C.1..-G.f.-..tt-·.·:::-:·:·_·:···:·:··:.:.:.;,;,:: ., -:'····,··««········· .:.· .. , ... :.: .•....•. ,.,.:.,.,.; ...... ' - :Z'.;'.g:.::iJ::g'.}:{'.;'._ ~·::·::.·::::;:::. ;·····: .. . ,., .. ,, .. SKYLIGHTS .. ; . · · · · ... : ,·, . · . . .. -· '· ... ·· · ·· .. :-.. · :·-._'·. ··· .. ! ··-.··· · · · •... · ·•• - SKYLIGHT NAME (eg. Sky-1) NO.OF PANES LI-VALUE I FRAME TYPE ;;KYLIGHT MATERIAL (eg. Glass, Plastic, etc.) GLAZING TYPE (eg. Clear, etc.) ~~ ........ / .. J .. }• ::1=~~i 1:,1:n:·><·.··1, iiJKWf ..• :::,.·:., .. ,,.,:~ .. NOTES TO FIELD -For Building Department Use Only · · . . .\ ENVELOPE COMPONENT MET OD . ENV- PROJECT NAME U¾,ot..Ai-JD JNDOWAREACALCULATION . . SKYLIGHTAREACALCULATION -· · · · .· . - GROSS WALL 4 DISPLAY PER· AREA (GWA) I" s ' -IMETER(DP) t----'------'--+---'-'----"---i - GWAX0.4 l~t,l, · DPX6 If the PROPOSED WINDOW AREA is greater than the MAXIMUM ALLOWABLE WINDOW AREA, then go to another method. ASSEMBLY NAME (eg. Wall-1, Floor-1) l,>..U,-:- --1 ~-----'----'I GREATER OF ~ J MAXIMl,JM- ALl:.OWABLE WINDOW AREA I ~e;) I PROPOSED ~-____ __. WINDOW AREA TYPE HEAT (eg. Roof, Wall, Floor) CAPACITY 1,1 Al..L --· J2.00F - ATRIUM;~::: =IF~SS 1 .ALLOWED % = 05 ALLOWED % = .1 I I :...._I _ __,I X ..__I -~' = .___I _ __,I ALLOWED% GR. ROOF AREA If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then go to -another method. ALLOW. SKY. AREA $- L ACTUAL SKY. AREA ASSEMBLY U-VALUE* TABLE iNStllATION R-VALUE* VALUES? .. . -PRqPOSED Ml°N. ALLOWED PROPOSED I v I N I MAX. ALLOWED II .. 11 t 01 ~D '\~ .. ·DD 14-II I 6" r~D ,012> --DD DD * For each ass~mbfy type, meet _t]1e· minimum insulation R-value or the maximum assembly U-value. WINDOW NAME (eg. Window-1, Wlndow-2) ~-· ... v.J 1 tJ~i,J .. ORIENTATiON N .E · s W D§DD D·oDo DD·DD DODD U-VALUE 'PROP.' .ALLOW. . - 1 1'b I ,'L.~ .. •' ./ •·• ••' r ,,,.,~.,,.r • ., PROPOSED RSHG #OF OVERHANG PROP. ALLOW. · PANES SC H V HN ORF. RSHG .. RSHG. i. .(oj ,ii .. .. . - SKYLIGHTS,·.·. , .. :·· .. :-,·.· · -·,:· · '· ·. · ':< · ·-.. :, ,,. :··. ~-:-:::.-,: .... :::,;··:.,-· .. ·'.·<:·_ ... ;-:__ .. _: . . . . SKYLIGHT NAME G~ING (eg. Sky-1, Sky-2) TRANSLUCENT! T~ANSPARENT µ,L. D o: D ··-····.o i D D D -0 Nonresidential Compliance Fonn· #OF PANES U-VALUE PROPOSED ALLOWED <. -· SHADING COEFFICIENT PROPOSED ALLOWED' Janu~ry 1995 · ··.: l· -· .. : . : ·a.-ctn"-3 11:r·(t.o.s.)" ,~:r < -_<\ .' ·'-.<:-· .. 1, . . .. . .... -~--;.; -...... :. ::::."~-~-.-.. ~~ · ... -·:·· :::--, ·.·. . ~ .. ~.-.. .,-~· · . · . . . 2 PL "1"' ·MEMBRANE. ROOF : ·• ,c·. .: • W <.S!<AYEt.:· . -----' \ I :NTONITE ;.· ---'--- '-. TERPROOflN<.S '• .. ---OFOI, PROJECTOR. . ,_ ..... PERFORATED PAINTED .METAL- PANEL,.PROVIDE . HETAL BRACKET FOR SUPPORT 1f1-o,..:...-l----r-e," C.MV Y'IALL HAT CHANNEL GYP.lilD. ( ~~5;3 J / -· _/_-··; / .• I / I, I! Ii Ii I: I! i I '' 1 i I l _. i I -. - ; ' I ' ! ' I ·, ,· _, ! r·.. - ! '. i • '-.• i I •• i I l '··, .. . . .... ·. -· ...... ·· ·.-. .: .' .·.-· I ____ I / / _./ , _, / " .. . ~-: ,:; : · .. ... ... • ... / ... '::·•. ·:···. ::: : ·:· -.: ~ ~-- . / / / ••• J _:. ; . '· . . -,• -:\··-·.·· : . _:~ : ":; ... · .. -. ., ·. .·,·: ·. :. . •. .. · PL Y.l"iOOD SHEATHIN6 · _-·. · : HET.AL DECK -·._ ,·· . : 6ATT INSULATION (R--l<l) ·0 ·'el--~, '+n--,· .... ,• ,' ·. ' _.· ... ,.·' . . ···· ......... · .· .. ~--STEEL .JOl~T . C.EHENT ,PLASTER . PL Yi"00D SHEATHIN<.S MET AL S11JDS · BATT INSULATION (~--11) PREFORMED e,L0H. C.OPIN<.S, P-4.ll'}TING. ~. EL.: +14: .. 0• (T.O.P) MEHBRANE ROOFING l"l/GRAYEL, PL Yl"iOOD SHEATHING, BATT.INSULATION. (R--l<l) . ·:. <.SYPSUM SOARD. METAL STUDS BATT INSULATION (R--11) 2" AIR SPACE TR.Ol"IEL FIN. AND SEAL. STRUCTURAL SLAB. EL.: +0'--0" (F.F,) .. .::~. ;-. .. ..... .. . ·:· .. ..-:.<'.· .. ~ ... .... · ,__ .. . · .. :. . -. . . ~.: ... ''.:\.)~_(:; :>. . . , .. . ; . }· ··:· . . .. · .. ·--:. t ~ • • :: • '• • •• •••• ... -·:,t, '· -: -~-'-.. · . .-:~·=:·-:-::: .: ..... . MEMBRANE ROOFING W<.SRAVEL,-· PL Yi"IOOD SHEATHING, .BATT INSULATION. (R--l<l) / H <.S Y'iOOD PANEL - METAL STUDS GYPSUM SOARD PAINTED. 1"1000 FLOORING,. -- OVER DEPRESSED STR.UC.TUAAL S!,:'.°'B- .· .. · :, . .::·.·_-_ _-:.-,-_ : .. 1 ·.~· (1 : : ·. ·:: · . . ··-~ :-. . · ... · .. _· ;,:,,._ · .. - : : . . ·._~:, .. ~ . -r·: ... ! ..... ~--·.:=: :: ·· .. : ., : .. ' -.: ~ .·· ~:. . . : .. .. -~. f ~ :·-' ::_.··· ~ i ~EL, •14'-0" {TOP! MEMBR."-NE R.OOFIN6 YV 6RAVEL PL Yi--;QOD SHEA TING BATT INSULATION (R-1'1) METAL STUDS Y'l.R. G>YP. BD. C.ER.AMIC. TILE TROV'<EL FIN. AND SEAL STRJJC TIJRAL SLAB ~ EL • +o·~o· (F.F J MEMBRANE ROOF ~ GRAVEL • C.ONC.. SLAB METAL DEC.K ~ EL. •'1'-0" D-A352-4 ~ EL. +5'-3" j _/ SENTONITE Y'lA TERPROOFING CliRTlf lCATE OF COMPLIANCE Part 1 ot a , · . MECH-1. BUILDING CONDITIONED FLOOR AREA ?Z.'W BUILDING TYPE t8:) NONRESIDENTIAL 0: HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION D ADDITION DAL TERATION D UNCONDITIONED File Affadavit METHOD OF MECHANICAL . COMPLIANCE ~ PRESCRIPTIVE Q P.ERFORMANCE .. PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE · , · ·,, .. ,;:·· ·· .... _.· .. : ... , .-·: -·,:, .,.:.:~,'~XrZ This Certificate of Compliance lists the bt1ilding featur~s and performance specifications needed to comply with Title· 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies· only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in .this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, c!nd with any other calculations submitted with this permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 12!ffhrough 124, -140 through 142, 144 and 145. Please check one: 1ZJ I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engineer, mechan1eal engineer, or architect. D I affirm that I am eligible under the exemption to Division 3 of the.Business and Professions Code by Section 5537.2 of the Business anq Pr.ofessions Code to sign this document as the person responsible for its preparation; and thafi am a licensed contractor. preparing docu_n,_ents for work that I have contracted to-perform. · ·· D I affirm that I am eligible under the exempUon to Division 3 of the Business and Professions Code. by Section ___ _ of the .. ~-. ·· · · · · · Code to sign this document as the person responsible for its preparation; and for the following reason:-----.~.----------------------- LIC. NO. DATE Indicate location on plans of Note Block .for Mandatory Measures INSTRUCTIONS TO APPLICANT , · , ... , · · · . · For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals_; choose appropriate version depending on method of mechanical compliance. MECH-3: Required for a_ll _submi~als, but form does not have to be completed if location of mechanical equipement schedule is indicated or{Wte·.fonn per Section 4.3.3. _. MECH-4: Required for afl submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. Nonresidential Compliance Form January 1995 ' ~ i , ' ~ I • I I CERTIFJCATE OF COMPLIANCE Part2ot3 MECH~1· PROJECT NAME SYSTEM FEATURES · · -· · ·, . . · · ·. · ' . · · ..... /s...,_Y_sT..,,._E_M_NA~· M_E ___ '--~--~1 ..... I _...,_Av-=_.,.-'b,c:_. ___ .:...J. 11 MECHANICAL SYSTEMS I ..... I _~,_~ __ -_?, ____ __, 1t,=W.~~&;1~i TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ' ELECTRIC HEAT? FAN CONTROL VAV MINIMUM POSITION CONTROL ;f. SIMULTANEOUS HEAT/CC>O~? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H)_ HEATING EQUIP, TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER I HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? ' HIGH EFFICIENCY? I Nonresidential Compliance Form ,.? ... N ··- N .. , A. A 1tJ,O , NA NA· '( N Ht, N ~ t-1 p A N --0- " :filiti!f {:'f1} ,i:-:ttl:::tlii:i:i .N !16'1--i P~l-'IP IN r11"t711!?($H' f Wlz.P tt· e--~ i PLI MP I iJ M I i'7L) 17/h# I f1)0 ri J.tO CODE TABLES: Enter code from tat:ile below into columns above . I •• ..... ~.,,,... -·-•••••. ,.~ .. >· .... -............ ,-... TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes O: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V:VFD Y:Yes O: Other C:Curve N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM · B: Air-Balance A:Auto A:Air Enter Outdoor Air c: Outside Air Gert. G: Gravity W:Water CFM. ... M: Out. Air Measure N: Not Required Note: This shall be no D: Demand Control less than Column G on N: Natural MECH-4. J January 1995J CERTIF1CATE OF COMPLIANCE Part2ot3 , MECH-1 ,· SYSTEM FEATURES , · . . : ··.·. · I l-~'--------' MECHANICAL SYSTEMS .__lsv_sT_E_M N_A_Me ___ ~ _ ___._ _ fr~'-' --p. II I .__I ____ ___, TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? FAN CONTROL __ ., . VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? ,_ HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER·. - COOLING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER / .. I HEAT PUMP THERMOSTAT? ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? / Nonresidential Compliance Form . -. N I I .. .. CODE T Ai?LES: Enter code from taole below into columns above. TIME CONTROL SETBACK CTRL. ISOLATION ZONES S: Prog. Switch H: Heating Enter number of .. O: Occupancy Sensor c: Cooling Isolation Zones. M: Manual Timer B: Both .. · Y:Yes N:No VENTILATION OUTDOOR DAMPER ECONOMIZER · B: Air Balance A: Auto A:Air C: ciutside Air Cert. G: Gravity W:Water .... M: Out. Air Measure N: Not Required D: Demand Control · N: Natural .. ·_{·}' ..... ·.·.;·:_·_·_·. :-.;-;::::i:i::1:::::~:1i::=.:::::::. ,ifJiW:i,ii,:i::i11·l~~,::i: ·::::?'.~:;;{~~I~~~t~~:~:::~: ::~-m:~:::;:::~,-~:tj'.~~t: I I I FAN CONTROL 1:-lr,llet Vanes P: Variable Pitch V:VFD O: Other C:Curve O.A.CFM Enter Outdoor Air CFM. Note: This shall be no less than Column G on MECH-4. I .,. January 1995j CERTIFICATE OF_ COMPLIANCE . . . Part 3 ot 3 · . MECH~,· UCT INSULATION · · · . . · · ·,1-'· SYSTEM NAME Hf-r,, SYSTEM NAME . }!~ -·, .. DUCT'TYPE (Supply Return, etc.) . DUCT LOCATION (Roof, Plenum, etc.) ..., .. _... ..... -·-. ·- .: - PIPE TYPE (Supply, Return, etc.) - .. .. .,:.- DUCT TAPE ALLOWED? y N D[gj D~ DD .. D~ D18J -DD ··Dr8l --D J8l ·DD .:.DD DD DD DD DD INSULATION REQUIRED? y N --DD _·DD·- DD -Do DD DD DD DD DD DUCT INSULATION jl(ft'fro': . . R-VALUE }ffjet1:i:;:(, -~ I 1 ::.~:j;;;:;j,;tt::{:;,,;j;::;;- • 1, \ =::=:,:::::::,:.:f<·::::::.:,:': NOTES TO FIELD -For Building Department Use Only . · . . . . · ·· · · . . ·. · -._ :--: :-;::;i; !Nonresidential Compliance Form· January 1995 ! MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME SYSTEM NAME Ae,,-a · DATE ")-$ .. 97 FLOOR AREA ti, 0 NOTE: Provide one copy of this for_m for each _mechanicaf'system ~hon using the Prescriptive Approach. · SIZING and EQUIPMENT SELECTION · · '"'. . , · 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: (APPENDIX C) (APPENDIX C) -· · . JA~~!:J~.P.!X ,CJ~_,' .. , COOLING ~~ IP1 • t'• 1$. 70 • DESIGN OUTDOOR AIR ·_ENVELOPE LOAD 114-o CFM (MECH 4; COLUMN 4) ?4,82:S ~o,a,ro I ., •"'.• .·., .. 11tu t1tr0 'fS: 7E>S • LIGHTING WATTS/ SF (LTG-2) ,ooo • PEOPLE # OF PEOPLE (MECH4;COLUMN E) ~, I) oo ·.MISC. EQUIPMENT WATTS./SF • OTHER • OTHER ( PROCESS LOADS, DUCT ) LOSS, INFILTRATION, -ETC .. -(Describe) (DE!scrlbe) SAFETYNIARM (Jp FACTOR MAXIMUM ADJUSTED LOAD (TOTA!:.S FROM ABOVE xSAFETY/WARMUP FACTOR) -3. SELECTION: · INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MA.XIMUM · ADJUSTED LOAD, EXPLAfN I ~441~ 11 ?~0,m I KBtu I Hr KBtu / Hr FAN POWER CONSUMPTION .. .. . ':: -· .. ': , .. · ·· DESIGN FAN DESCRIPTION BRAKE HP N~ £~, NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not ex~·0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for\/ AV systems. INonresJdenUaJ Compliance Form ·. [QJ . EFFICIENC'(. MOTOR DRIVE --~- NUMBER PEAK WATTS CFM OF FANS BX E x746/ (CX D) (Supply Fans) TOTALS ·I 11 ;. . TOTAL FAN SYSTEM I I POWER DEMAND _ _ WATTS/ CFM Col. F / Col. G January 1995 MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME SYSTEM NAME -Gt NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. DATE FLOOR AREA 740 .. ,.,,.: .... ,.· ~ . SIZING and EQUIPMENT SELECTION -· · . -, . · · :,~-1··-~i . ·, . .,,,: 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE COOLING I ::TWO I (APPENDIX C) 8??' • OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) 01 • INDOOR, DRY BULB TEMPERATURE (APPENDIX .C) 1~ 10 2. SIZING: • DESIGN OUTDOOR AIR CFM (MECH 4; COLUMN 4) 11,q-oo 31 ,4S"D 1~2--1 8 • ENVELOPE LOAD • LIGHTING • PEOPLE • MISC, EQUIPMENT 1-----'---I • OTHER • OTHER ( PROCESS .LOADS, DUCT ) · LOSS, INFILTRATION, ETC .. SAFETY/WARM UP FACTOR WA T,:S / SF (L TG-2) . # OF PEOPLE (MECH4;COLUMN E) -WATTS/SF (Describe) 1;.uo rs. oo() -;o, ~()-?J ;qoo ,--B (Describe) TOTALs l.---8~-,~-,,-:>--.II 41 i &co··I ,"2,l ~ MAXIMUM ADJUSTED LOAD (TOTALS FROM ... ABOVE xSAFETY/WARMUP FACTOR) lo:,, c.:1(;) ~ 3. SELECTION: INSTALLED EQUIPMENT CAPACITY · IF INSTALLED CAPACITY EXCEEDS MAXIMUM· ADJUSTED LOAD, EXPLAIN I &s.~o 11 G'f, coo KBtu / Hr KBtu / Hr EAN POWER CONSUMPTION · -: ·~ --,,... · ' DESIGN FAN DESCRIPTION BRAKE HP NI>-. t,z.S NOTE: Include only fan systems exceeding 25 HP (see §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. I Nonresidential Compliance Form EFF .. ICIENCY MOTOR DRIVE @]-. NUMBER PEAKWATTS CFM OF FANS BX E x746/ (C x D) (Supply Fans) TOTALS '---------'I I i· TOTAL FAN SYSTEM I I POWER DEMAND _ _ WATTS/ CFM Col. F / Col. G January 1995 ~MECHANICAL VENTILATION MECH:-4 SYSTEM NAME U--2? NOTE: Provide one copy of this form for each mechanical system. . ECHANICAL VENTILATION · .. ·., [ill. AREA BASIS OCCUPANCY BASIS REQ'D. ·- COND. MIN. NO. MIN. DESIGN SPACE CFM AREA PER SF CFM OF ... ,GEM ... , ..• O.A. (MAX. OF DORF} SUPPLY NO. 104- .(SF) (BX C) PEOPLE (EX 15} CFM 114W I 1; 11-t-~ II~ 'c;, Jq,a.o ...... C .• . •' .. - . -. > ,~:. • .. . . .. .,. . .. .. ... - -. .. .. TOTALS (FOR MECH-2) I 1740 11 M o&o I Minimum Ventilation Rate per Section §121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. [I] . VAV MINIMUM CFM LARGEST DESIGN TRANS- MIN. MIN. . FER CFM CFM AIR --- - If zone reheat or recoot"is used, I must be less than or equal to G, or less than or equal to Total Design CFM X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. Must be less than or equal to I (if applicable), but no less than:9,. unless Transfer _Air (K) is used. Must be greater than ~r equal to (G • H), and, for VAV, greater than or eq~al to (G • J). , Nonresidential Compliance Form January 1, 1995 MEC'HANICAL VENTILATION MECH-4 ,, "~·-, NOTE: Provide one copy of this form for each mechanical system, . , ECHANICAL VENTILATION ·. @] ·-·· [fil [ill AREA BASIS OCCUPANCY ~SIS REQ'D, COND. MIN. NO. MIN. O.A. DESIGN SPACE CFM AREA .-PER SF CFM OF -CFM (MAX. OF SUPPLY NO. -/oc; ... (SF) I (BX C) PEOPLE (EX 1si DOR Fl CFM 1140 ,I~ uo (,o q10 °110 '2,foo· --- ·-·"" , .. , .. ... •. -- --... ---. .. .. ·--.. .. .. TOTALS (FOR MECH-2) Minimum Ventilation Rate per Section § 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. -- [IJ VAV MINIMUM CFM LARGEST 'DESIGN TRANS- MIN. MIN. -FER CFM CFM AIR ---~-· -,_ .,:,.-. , .. If zone reheat or recool is used, I must be less than or equal to G; ·or less than or equal to Total Design CFM X-0,3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. Must be less than or equal to I (if applicable), but no less than G, unless T~ansfer Air (K) is used. Must be greater than or equal to (G • H), ~nd, for VAV, greater than or equal to (G • J). Nonresidential Compliance Form January 1, 1995 CERTIFICATE OF COMPLIANCE .·. · Part1 ot2 · · ENV-1 PROJECT NAME -I.Z6lc?~~o :OJECT ADDRESS .-:::::=::;:·.····:.·;.:.;:=:.: .• ;:-.:=-:·:::· .. ·.=:::;.,::···:::::·:· :-····· ·-:\/_: :=.x: e---------+----'-~_c_::.J_,::::_p,.,L_~,:._;_-~ ___ · ~____::ft%-__ -_____ -+_,..__..;__,,,c'---_,___~'-------!it:~:i DOCUMENTATION AUTHOR + />f,#-~Tf;7 :11~1'!~:;11::ijirl;i~¥wfii:u.iJ:I!:!1i:::!r BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF ENVELOPE COMPLIANCE BUILDING CONDITION.ED FLOOR AREA 'l-,,.,.0 IZI NONRESIDENTIAL -· o· HIGH RISE RESIDENTIAL IZI NEW CONSTRUCTION D ADDITION D ALTERATION ~ COMPONENT D OVERALL ENVELOPE D HOTEUMOTEL·GUEST ROOM D UNCONDITIONED (File Affidavit) D PERFORMANCE This Certificate of Compliance lists the building features and performarice specifications needed to comply with ·ritle 24, Parts 1 and 6 of the California Code of _Regulations. This._certificate applies_ onl/to building envelope requirements: . . The Principal Envelope Designer hereby certifies that the proposed building design represented in 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 permit application. The proposed buildin_~ has been designed to meet the envelope requirements contained in sections 11 0, 116 through 11.8, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. r'lease check one: .. D D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible--for its-preparation; and that I am a civil engineer or architect. . . I affirm that I am eligible ·under the ·exempfion to Division 3' of the Business and Professions Code by Section··5537_2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. I affirm that I am eligible under the exemption to Division 3 ofthe Business and Professions Code by Section ___ _ of the · (?ode to sign.this document as the person responsible for its preparation; and for the following reason: _______ ~-------------------- UC.NO. Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please.refer to the Nonresidential '~anual published by the California Energy Commissiol}.. ._ _ . . .. _ .. ENV-1: Required on plans for all submittals. Part 2 may'be incorporated ·in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional.· Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidenffa/ Compliance Fonn E.NVELOPE COMPONENT METHOD . ENV~2: .. , ,:-:ti ... -;-~· PROJECT NAME DATE U:¼,ov-\Jo 4.i,.. f, INDOW AREA CALCULATION · · SKYLIGHT AREA CALCULATION : · · : · ',··. . .. · GROSS WALL AREA(GWA) GWAX0.4 If the PROPOSED WINDOW AREA is greater than the MAXIMUM ALLOWABLE WINDOW AREA, then go to another method. DISPLAY PER- IMETER (DP) - DPX6 TYPE MAXIMUM ALLOWABLE WINDOW AREA PROPOSED WINDOW AREA HEAT ATRIUM HEIGHT ~ FT rF <55._J L" >551 ALLOWED % = 05 ALLOWED % = . 1 I I -.___1 · ---'--'' x .___1 _ __,-, = .. r.__ · __ ALLOWED% GR. ROOF AREA If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then go to another method. ALLOW. SKY. AREA ~I> ACTUAL SKY. AREA·· ASS EMBLY U-VALUE* TABLE INSULATION R-VALUE* 'VALUES? '. ASSEMBLY NAME (eg. Wall-1, Floor-1) (eg. Roof, Wall, Fldor) CAPACITY PROPOSED MIN. ALLOWED PROPOSED I y IN I MAX. ALLOWED -ff f( I 'D', 18JD ·/8 D.D -Ii n . or igJO ,072, DD .. DD * For each assembly type, meet the minimum insulation R-value or the maximum assembly U-value. PROPOSED RSHG -. WINDOW NAME ORIENTATION LI-VALUE #OF OVERHANG PROP. ALLOW. (eg. Window-1, Window-2) N E s w· PROP. ALLOW. PANES SC H V HN OHF RSHG RSHG .A{tJDo,.<J ~DOD I ,o ! ~ I I.,,., ·I ,.:;g,· -~ -,... ·~ •11¥' S-\d t r-l 06 Al 001290 I. o / 1,:i; I . n, -,., ,.. P"., .. 011 b -. v,I f t-,Lt?e>~ O~·DD l. o I !. ").,,· I ,Q' ---,,.. ,1( ~ .. tiJl?tl~ OOOtzg I_ DI f."'t-3 I .rr --.... -·· ~v . 7/ SKYLIGHT NAME GLAZING #OF U-VALUE SHADING COEFFICIENT (eg. Sky-1, Sky-2) TRANSLUCENTj TRANSPARENT PANES PROPOSED ALLOWE;:D PROPOSED · ALLOWED tJ1'--D -:0 D ........ [] D D D D -· Nonresidential Compliance Form January 1995 .. • . " ' . • • . . . . sit CERTIFICATE OF COMPLIANCE Part1 ot3 MECH-1§ BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF MECHANICAL COMPLIANCE BUILDING CONDITIONED FLOOR AREA s g] NONRESIDENTIAL NEW c:bNSTRUCTION· j . D HIGH"RISE RESIDENTIAL D ADDITION OALTERATION D PERFORMANCE ' ;-.:~J. D HOTEUMOTEL GUEST ROOM D UNCONDITIONED File Affadavit PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT l'8J . ENV~LOPE COMPLIANCE ATTACHED · -r, · ·· . SJATEMENTOF COMPLIANCE.. ·· ·. , ·... "·., · 1:.·... · ,,:·:0,-.. ~.,·.'···,,/-~'.,., , :. ,: • ,,-.:,,i;;:-_;·.s .. This Certificate of Compliance lists the building features and performance specifications needed to comply with Tttlf24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building desig11 represented in 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 permit application. The proposeq building has been designed to meet the mechanical requirements contained in sections 110 throu~h 115, 120 through 124, 140 through 142, 144 and 145. Please check one: ~ I hereby affirm that I am eligible under the provisions' of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a civil engi~eer, mechanical··engineer, ot archit'Erct '·' D I affirm that I am eligibie under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor pr_eparing gocuments for work that I have .contracted to. perform. D I affirm that. I _am eligible under the exemption to Division 3 of the Business _and Professions Code,by Section __ _ of the _______________ Code to sign this document as the person responsible for its preparation; and for th_e following reason: -·-----r----------------------- PRINCIPAL MECHANICAL DESIGNER -NAME L,r.--,..--r:.-..oo Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT · · . · · . · · · · · · . · · · ., F9.r .c:!~tailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. . . . MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3: Required for all submittals, but form does not have to be completed if location of mechanical equipement schedule is indicated on the form per Section 4.3.3. MECH-4: Required for all submittals unless required outdoor ventilation rates and airflows are shown. on plans per Section 4.3.4. I Nonresidential Compliance Form January 19951 .. CERTIFICATE.OF COMPLIANCE Part2ot3 MECH-1& ,.~ PROJECT NAME DATE i-s-;7 SYSTEM FEATURES . · . · . . . . · . ·. . .. ,-,i ,.: · •.·.·. · · .. ··\~ ._ls_Ys_T_EM_NA_M_E ______ ~I 1.....1 _..J....I..I---'-- MECHANICAL SYSTEMS Hf.-7 11 t-2> II He-~ TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEA T7 FAN CONTROL VAV MINIMUM POSITION C9NTROL7 SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH1, COLUMN H) HEATING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFIC.7 MAKE AND MODEL NUMBER ·I HEAT PUMP THERMOSTAT? ELECTRIC HEAT? ·vAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET? ' HIGH EFFICIENCY? I Nonresidential Compliance Form 6 tJA. tJ~ y µ N . tJ' ·tJ . yJ e, A A I>,. ~ rJ Q.004 I{ '7 ~ NA t? A f~ .P!iMP ~ ~Gn.-.tt:ttJGl ot <-p B-!...'f WHF K .···:·,.:,·:.:::::: .. :_,_::. ::::::::-::::0::::·.:.:::.-·::.::•···: ':·::::·\·}~:::::}:-:;;;;:;;:~~:· . ':;·::~;:;!;!,!:~::;~:I!;!;~,!;::_::i L:;-:;;;:;;;~;::;:;i)iL q..~G'~" ~/-f:](U'I\(.. ~-t,6.ti,f-fG1_,· ~-UGJ.O I 4- \ CODE TABLES: Enter code from taole below into· columns above. .. . I • r • •· TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of . ' I: Inlet Vanes o:-occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V:VFD Y:Yes .. O: Other C:Curve N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM · B:};!r Balanc~ A:Auto A:Air . Enter Outdoor Air . ,, C: Outside Air Cert • G: Gravity W:Water CFM. .. ., M: Out. Air Measure N: Not Required Note: This shall-be no D: Demand Control less than Column G on N: Natural MECH-4. ) - January 1995j C'ERTIFICATE OF COMPLIANCE . --_ Part3ot3 MECtf:r· ', PROJECT NAME DATE ,-~--,.., UCT INSULATION -·. ·. . . · -, · -,: SYSTEM NAME ·;. .. SYSTEM NAME DUCT LOCATION {Roof; Plenum, etc.) ~ppL;( .\J;' f------~_. ..... ...,~.--... _-----j .. _ ........ · ....... ,.. .. ~.- PIPE TYPE {Supply, Return, etc.) ..... ,, . .,,. DUCT TAPE ALLOWED? y N DgJ D~ DD 0[81 D~ DD Dt8f OigJ DD DD DD DD DD DD INSULATION REQUIRED? y N DD ·DD DD DD" DD Do· DD DD ·DD· :,:;;,~,:,;r;:,;~:':'::i:t::/ J---+---'------1 l---+------1 ::;:;\::::::::;:_:::~#::·:,;:::::: ::;::;:i:::;:,:i::i,i:::;::i, ' t---+------1 tf ::f t::=.·{?J=:; J-----+----- f-----'~-·:c...· -----l -::::~:::It}I:(;:;,;·I\ /:i~:f f.{}t/=::= >---------< NOTESTOFIELO-ForBuildingDepartmentUseOnly · · .. ' . _. ... :·' ·, .. · .. <· .. --' ···.· .... -· ·"'" ._·,·.::··.-i jNonresidentia/ Compliance Form January 1995 " . MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT-NAME DATE -8"'11 SYSTEM NAME FLOOR AREA l+'P-1 ~ NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION . ·_ . · · 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: • DESIGN OUTDOOR AIR • ENVELOPE LOAD • LIGHTING • PEOPLE -MISC. EQUIPMENT • OTHER • OTHER ( PROCESS LOADS, DUCT ) LOSS, INFILTRATION, ETC:. SAFETY/WARM UP FACTOR (APPENDIX C) (APPENDIX C) (APPENDIX C) CFM {MECH 4; COLUMN 4) WATTS/SF (LTG-2) # OF PEOPLE (MECH4;COLUMN E) WATTS/ SF (Describe) (Describe) TOTALS . . . MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN • ··· ·"·· . . .. DESIGN EFFICIENCY NUMBER COOLING ~ e,'7 i b7 1S 'lt?_ B28 ;Jt;C-<.? . 1SocJ 1.7,,1 JJ '1-4-C?) B .. ---- I -i.)-,~oo 11 1M,Y l,1--( ! ,<f-3 ~4,0 ~7 l::i1 f?,(&f ~e,,, o::>t? 11 1-EJ,Oa;;) KBtu/Hr KBtu /Hr PEAK WATTS CFM FAN DESCRIPTION BRAKE HP MOTOR DRIVE OF FANS B X E X 7 46 / (C X 0) (Supply Fans) N.l .t ... 2--.5 .. • . ". - . -.. .. ·-· . . . . . . , .. TOTALS 11 i- ·* OTE: Include only fan systems .exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. TOTAL FAN SYSTEM l ___ ___,I ... POWER DEMAND _ _ WATTS/CFM Col. F / Col. G Nonresidential Compliance Fonn January 1995 MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME SYSTEM NAME DATE -e, -97 FLOOR AREA "2..~Go NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION . · --: .. 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2. SIZING: (APPENDIX C) (APPENDIX C) (APPENDIX Cl COOLING ~ e:,7 f 61 1( 70. -bES[GN OUTD09R AIR .11.tflG,, CFM (MECH 4; COLUMN 4) 14 4i -,,.9oc:> -ENVELOPE LOAD -LIGHTING -PEOPLE -MISC. EQUIPMENT -OTHER -OTHER ( PROCESSLOADS, DUCT ) LOSS, INFILTRATION, ETC .. SAFETY/\/vARM UP FACTOR WATTS/ SF (L TG-2) # OF PEOPLE (MECH4;COLUMN E) WATTS/SF (Describe) (Describe) TOTALS ,~oa::::> tz,~ 70Dt> ·oaD -EB - I l;L_!)t I l(..t,1~-v \ ,"2-1 1,t.r~ MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE xSAFETY/WARMUP FACTOR) 'i,,tJ71 C~) 88 ;2?(0 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM· ADJUSTED LOAD, EXPLAIN --, 111-,61JV I I 1ob <000 I KBtu / Hr KBtu/ Hr FANPOWERCONSUMP.TION -~ :._ ., · ·. · ·, · . ;. ,·>', • .:,:·: ..• ->:-,.,_:;,.-_:, [fil . . . DESIGN FAN DESCRIPTION BRAKE HP N~ t-215 NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance Form ', [fil EFFICIENCY MOTOR DRIVE .. NUMBER PEAK WATTS CFM OF FANS BxEx746/(CxD) (Supply Fans) TOTALS 11 i·-- TOTAL FAN SYSTEM I I POWER DEMAND _ _ WATTS/ CFM Col. F / Col. G January 1995 /' MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME DATE '1-S~ SYSTEM NAME FLOOR AREA ~D NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZIN'3 and EQUIPMENT SELECTION · ., · · .... . . 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2. SIZING: -DESIGN OUTDOOR AIR -ENVELOPE LOAD -LIGHTING -PEOPLE -MISC. EQUIPMENT -OTHER -OTHER ( PROCESS LOADS, DUCT ) · LOSS, INFILTRATION,· ETC .. SAFETY/WARM UP FACTOR (APPENDIX C) (APPENDIX ·c) (APPENDIX C) ~---·_,I CFM (MECH 4; COLUMN 4) WATTS I SF (L TG-2) # OF PEOPLE (MECH4;COLUMN E) WATTS/SF fJb\~ . fft31%1'.: (Describe} IS: 7i:;o ,:147go 1.7, ?oD ;i.5 ic.m 15~ (ifq-;1 , I - (Describe) TOTALS I l ?-'\ I q oo 11 ti I i/)"V ' ' MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR) ·lss, -io 3. SELECTION: INSTALLED EQUIPMENT CAPACITY . IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN I \·~o,d?ftl 11 L'N, 01n) KBtu / Hr KBtu/ Hr ,¾". ~tt..lf:~;,vf Lu,;;t·:~ l~~~-. 1¥ FAN P9WER CONSUMPTION . · · · · · .-· · : ... -, . · '.':ct;,~:-: . ., ._,. · .. ·. · · ,l• :~ DESIGN FAN DESCRIPTION BRAKE HP N.L-< t,¼ NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance Form ·@] EFFICIENCY MOTOR DRIVE .. . "•' . - - NUMBER PEAK WATTS CFM OF FANS BxEx746/(CxD) (Supply Fans) . . .. ~ -... ······ TOTALS 11 i· TOTAL FAN SYSTEM I I POWER DEMAND . _ WATTS/ CFM Col. F / Col. G January 1995 . I MECHANICAL EQUIPMENT SUMMARY. IViecl-iY~ PROJECT NAME DATE q-e 7 OOLING EQUIPMENT · . · . · . · ,, SYSTEM MAKE AND DESIGN OUTPUT TOTAL RA TED EFFICIENCY ECONOMIZER NAME MODEL NO. (BTU/ HR) hi:c,1r:,~1 r.J::tA UNITS ALLOWED PROPOSED IYINI +rt>~ 7 lt<l'*'~~ ,~err,::, \ 1,.,00 ~ I? ..... D~ "I C-0 t+J a. cn;i 'f DD DD HP-& ~t::;?iv lik, otTTJ &?)-tf'O ~L,..· fJ,. f' to·-'1 [ZJD J'l)H-J&ol& / DD DD H-P-4 f ~e,,v ("?O,c.,'ln) ,nd?> t2eiV: .,, /<::>-~ 9 < .'.i ~D , 5b /-r-1 Gt Ol 'f ' DD DD DD DD DD DD .. .. , ... . .. . . -.. DD .. D.D SYSTEM MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BTU/ HR) UNITS ALLOWED PROPOSED lli,-7 &A--n,tt,., I'---si> H-;j Q (Yt) 4., ·'*'1 '") J lfYV COD ;;L, c; "' . :>·1 0. • I . . ttf-§, Cfo1'1..,f!2, !.!G?v-RHt:1 C\i_ ot , lri b ',f[('1J Col? ---------;151 3,0 r 1,tp .. 4 <~1u,.C;i-,,:.,.. ~t:-lf-":;f~ tJ I "1" Pto,.·PJV Go-p ?--·t 3 .. ~-, ,,,.. ' ., . . ---~-·-· . . ; . .. . ... .. ... . . . Nonresidential Compliance Form January 1995 MECHANICAL VENTILATION MECH-4 PROJECT NAME SYSTEM NAME !NOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION . . · -- [fil [[]: AREA BASIS OCCUPANCY BASIS REQ'D; SPACE NO. COND. CFM MIN. AREA CFM (SF) PER SF (BX Cl NO. MIN. OF CFM PEOPLE (EX 15l O.A. (MAX. OF DOR Fl DESIGN SUPPLY CFM 1/7 ''-e,;1 ·I> I"" 7 10; !OS 1'.z.o~ .. -·~. --~---; ........ ..... .,:,; -~-- ... ·--. . --· __ . ..,_ ...... -----~ .. --, .. .. -- . -" - TOTALS (FOR MECH-2) 7 f DS I I 11.,,a(:;? E Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density. H Must be greater than or equal to G, or use Transfer Air. [I] .QJ VAV MINIMUM CFM LARGEST DESIGN TRANS- MIN. MIN. . FER CFM CFM AIR --~ -'• .. . ---,. . .. -·- ,. ---- I Minimum Ventilation Rate per Section §121, Table 1-F. I If zone reheat or recool is used, I must be less than or equal to G, or less than or equal to Total Design CFM X 0.3, or le!li; than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. QJ · Must be less than or equal to'I (if applicablei; but no iess-tfian G, unless Transfer Air (Kl is used. [K] Must be greater than or equal to (G -Hl, and, for YAV, greater than or equal to (G -Jl. Nonresidential Compliance Form January 1, 1995 ,. t MECHANICAL VENTILATION MECH-4- PROJECT NAME SYSTEM NAME -~ jNOTE: Provide one copy of this form for each mechanical system. MECHANICAL VENTILATION · . . . · :; .. [~J AREA-BASIS OCCUPANCY BASIS REQ'D. COND. MIN. NO. MIN. O.A. DESIGN SPACE CFM AREA-PER SF CFM OF ' CFM (MAX. OF SUPPLY NO. lo.5 -· (SF) (BXC) PEOPLE (EX 15) DORF) . CFM .J~&O ,l; ~?~ °I~ 141h I tflC:> -'~-00 .. -·- ·-··-- .. -. .. .. . -~.;,·--,-' .. -- ... .. : -· ~-... - ./'! :r-' ~ • TOTALS (FOR MECH-2) I ~ 'f Minimum Ventilation Rate per Section §121, Table 1-F. Based on Expected Number of Occupants or ~t least 50% of _Chapter 33 UBC Occupant Density. Must be greater than or equal to G, or use Transfer Air. OJ QJ VAV MINIMUM CFM LARGEST DESIGN TRANS· MIN. MIN. . FER CFM CFM AIR --- ... - .. .... ,. ..... -....... ~ ..... ,... -· . -· , - If zooe reheat ouecool is.used, I must-.be less than or equal to G, or less than or equal to Total Design CFM X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. . Must be less than or equal to ·1 (if"applicable), but no less than G, unless Transfer Air (K) is used. Must be greater than or equal to (G -H), and, for VAY, great~r than or equal to (G ~ J). Nonresidential Compliance Form January 1, 1995 MECHANICAL VENTILATION MECH-4 ~ SYSTEMNAME I NOTE: Provide one copy of this form for each mechanical system. MF.CHANTCAT. VF.NTH ,ATTON [A] [ID [g ffi] [ID [El Im IHI [I] IT! [R] AREA BASIS OCCUPANCY BASIS VAVMINIMUM .. , REQ'D. CFM COND CFM MIN. NO.-MIN-O.A. DESI~N LARGEST DESIGN TRANS- SPACE AREA CFM OF CFM (MAX.OF OUTDOOR MIN. MIN. FER PER SF AIR NO. (SF) (BXC) PEOPLE (EX 15) DORF) CFM CFM AIR 1°4 1.5"Bo I /S ~~a C?-7go 1<l.O Gtoo ---.. . ... . .. .. . . .. ·····-. .. . .. - -.. , ... ... - -·,. i -··· .. .. . . ·' .. . . - , . ... TOTALS (FOR MECH-2) I I ]'(O 11~l0-V I ... (?--- . I Minimum Ventilation Rate per Section§ l'.21, Tab!~ l;-F. ·-· · .. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density Must be greater than or equal to G, or use Transfer Air If zone reheat or recool is used, I must be less than or equal to G, or less.than or equal to Total Design CFM X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. ~ 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 VA V, greater than or equal to (G -J). Nonresidential Compliance Form · January 1996 , j¼.~~ , ... CERTIFICATE OF COMPLIANCE Part1 ot2 ENVt1f BUILDING CONDITIONED FLOOR AREA srooo BUILDING TYPE ~ NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION [Z] NEW CONSTRUCTION D .A:DDITION D ALTERATION D UNCONDITIONED (File Affidavit) METHOD OF ENVELOPE [Z] COMPONENT COMPLIANCE D OVERALL ENVELOPE D PERFORMANCE This Certificate of Compliance lists the builEling features. and performance specifications needed to comply with Title 24, Parts ·1 and 6 of the Califdfnia Code of Regulations. This certificate applies only°to building envelope requirements. -. . The Principal Envelope Designer hereby certifies that the proposed building design represented in 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-permit application. T,he prop9sed .buildjn_g has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. r'lease check one: IZ! I hereby-affirm that I am eligible under the provisions of Division· 3 of the Business and· Professions Code to sign this document as the person responsible-for its-preparation; and that I am a civil engineer or architect O I affirm that I am _eligible under the exemption to Division 3 ohti~ ·,84siness and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. D I affirm that I am eiligible under the exelhption to: Division 3· ·of the Business and Professions Code by Section ___ _ of the ________________ Code to sign this document as the person responsible· for·its preparation; and for the following reason:----~----------------------- ENVE~_l:_EESIGNER -NAME 'f </'fXIPl3Y · · LIC. NO. ~ .-•.. ;.;._3h,,.• ..;.-.... · .. Indicate location on plans of Note.Block for Manda.tory Measures For detailed i11structions on the use of this and all Energy Efficiency Standards compliance forms, please.refer to the Nonresidential '~anual published by the California Energy Commission. · · ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidential Compliance Form CERTl'FICATE OF COMPLIANCE Part2ot2 ENV-1 DATE '1 -2, -'1 OPAQUE SURFACES · . · ·. -· ASSEMBLY NAME INSULATION R-VALUE· CONSTRUCTION TYPE LOCATION/COMMENTS: (eg. Wall-1, Floor-1) (eg. R-19, R-22, etc.) (eg. Block, Wood, MetaQ (eg. Suspended Ceiling, Demising, etc.) 1J1--<L-L,4 lZ-n ~er]s'l., ·. M"efl..t,o I'-' \,(J,bi,.W - r2¢r~ 1 fZ-lci tt\0T'kv 1'""(?\.~ : .. .. . . ,-.. . .... . .. .. WINDOW NAME NO.OF U-VALUE FRAME TYPE EXTERIOR OVERHANG GLAZING TYP.E (eg. Window-1) PANES (METAL,WOOD,ECT.) SHADE.? CREDIT? (eg. Clear, Tinted) ~ -\1-l 11..J pc,w ·1 \, 0\ Kf-1AL-, ........ --c.LsN'-- e-wu,.loouJ \ \ ,0 l ~----l-,LE~klv ... ~--l.U\ vi,, \?{.h,J \ \ .01 N~------v\...B1',:·(L.., uJ ~ ~o "{/{_. 'i)O¾., I (.ot--· \vt617(t....-----Grl.--E,Afl... ., .. ·-·· .. -.. .. ..,;- -,. .. SKYLIGHT NAME (eg. Sky-1) -·NO.OF PANES U-VALUE ' FRAME TYPE SKYLIGHT MATERIAL (eg. Glass, Plastic, etc.) GLAZING TYPE (eg. Clear, etc.) t-l~ . NOTES. TO FIELD -For Building Department Use Onlv .· ·. . : .·: . ·. . ... : . ·.: .. . ·" . . . Nonresidential Compliance Form ,:::i:ii,;,~,;i:ii:i.i .-:-:;:>:·:;_=.,:{:::·:·r#. 1:;j;=:it!t:l:~i;;1::};:I~''. f=·\J!f=tftt r . .i .-- ENVELOPE COMPONENT METHOD _ . . · ENVi!~ -~ • .c;; INDOW AREA CALCULATION . SKYLIGHT AREA CALCULATION--· ·. ·. _· . · . GROSS WALL AREA(GWA) GWAX0.4 DISPLAY PER- IMETER(DP) DPX6 GREATER OF . ATRIUM HEIGHT ~ FT t <55._J L,, >551 ALLOWED % = 05 ALLOWED % = .1 If the PROPOSED WINDOW AREA is greater than the MAXIMUM ALLOWABLE WINDOW AREA, then go to another · method. Dii=J MAXIMUM ALLOWABLE WINDOW AREA .___ _ ___,) X '---I __ I =I~-~ -1 TYPE PROPOSED WINDOW AREA ALLOWED% GR. ROOF AREA If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then . 'go·'to·_ ~ncf.ihe·r r_neth~od. ALLOW. SKY. AREA t ACTUAL SKY. AREA . ASSEMBLY U-VALU~ TABLE HEAT INSULATION R-VALUE* VALUES? .. ASSEMBLY NAME (eg. Wall-1, Floor-1) (~9-Roof, Wall, Floor) CAPACITY . PR(?POS!:D MIN. ALLOWED PROPOSED ~~~ MAX. ALLOWED fl-o-of-I . WINDOW NAME (eg. Window-1, Window-2) ~--LU 1,-'l,V(~"/}',V &-· o.) ~0 C;, ~-tJ.) t;1,0J0l,H.J L,J-w t,i\A,. (.;,0,-r-J SKYLIGHT NAME (eg. Sky-1, Sky-2) Nonresidential Compliance Form It ~o [2]0 .. ··--· ... :-,-.. DD l I , 0 S i;gJ D o·o DD * For each assembly type, meet the minimum ins~ation R~value or the m;~imum a·~s'~mbly U-value. ..... =. PROPOSED RSHG ORIENTATION LI-VALUE #OF OVERHANG PROP. ALLOW. N E s w PROP.· ALLOW. PANES SC H V HN OHF RSHG RSHG jgfDD.D .. , _..,.._ . --;~ . . . , .. ~ ... ,iq;, \ '),, ~,i,...,.. D0--DD .ff I . o I '\ _),,~ . ....... ....-,;:.. ----.. ,_.,,.,...,....:=, ,..._-;u ,1/ DDizslD l . o I t' )'? S!{ -~~ ,,,__ '.,, .. ~ ....... ~;-\1 ..-ll'l,l'>nl,<1\'4.tA ,_1 (- DDDlcl l · 0 ( t '),'} \ sr ~..,,..,.<;;,, ;11:\-S-~:"!•f•'"" ,w,xn....;-.-::---~ ·11 GLAZING #OF U-VALUE SHADING COEFFICIENT TRANSLUCENT TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED. D o··· D ----·····[] D D D D January 1995 .CERTIFICATE OF COMPLIANCE · P~rt-1 ot3 ·. ~--.MECH~1~ ;I~' ,, ,-. ., PROJECT NAME l.,~p k BUILDING CONDITiONED FLOOR AREA ~ o e;,o . rT~ BUILDING TYPE t8:] NONRESIDENTIAL D HIGH RISE RESIDENTIAL. D HOTELJMOTEL GUEST ROOM PHASE OF CONSTRUCTION NEW CONSTRUCTION D ADDITION D ALTERATION D · UNCONDITIONED File Affadavit METHOD OF MECHANICAL COMPLIANCE ~ PRESCRlfTIVE D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE . D PREVIOUS ENVELOPE PERMIT l:8J ENVELOPE COMPLIANCE ATTACHED ~-.... -: . STATEMENT OF COMPLIANCE · . · ., .. ·. . . .. , . ·:,·,:. · ,,.,·:·i.f.', .. ·.·.: • :-.·:·,::.::~.~ ,; ·c1, ,,:;-,,.t.'\~&~~ This Certificate of Compliance lists the building features and performance specifications needed to comply with Tit1e·24, Parts 1 and 6 of the California Code of Regulations. This certificat~ applies only to building mechanical requirements. The Principal Mechanical Designer hereby certifies that tfie proposed building design represented in 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 permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 11 0 through 115, 120 through 124, 140 through 142, 144 and 145. · Please check one;.. . ... __ ,. D D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a c.iyil engineer, mechanical engineer, or architect. I affirm that I am eligible under.the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. I affirm that I am eligible under".the exemption to Division 3 of the Bus.iness and Professions Code by Section __ _ of the _______________ Code to sign this document as the person responsible for its preparation; and for the following reason:----~---------------------- PRINCIPAL MECHANICAL DESIGNER -NAME L, A,· MECHANICALMANOATORYMEASURES · '.· .. . · ,:, · ·/1,, ... :··., ... ·,, .. ;~.:' ., ·;:;.fu..J,:'.,···J'~J Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT _; ,. : ·, · · .. · · .1.~, . . : , --:. ,_. · ·· ... > . For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules <;>n plans. MECH-2: Required for all submittals; choose appropriate version depending on method of mechanical compliance. MECH-3: Required for all su~mittals, but form does not have to be completed if location of mechanical equipement schedule is indicated on the form per Section 4.3.3. MECH-4: Required for all submittals unless required outdoor ventilation rates and airflows are shown on plans per Section 4.3.4. Nonresidential Compliance Form January 1995 CERTIFICATE.OF COMPLIANCE Part2of3 · MECH-1 PROJECT NAME SYSTEM FEATURES . · · -. · . ·.. ·.-, · -. · · I MECHANICAL SYSTEMS '--jsY_sT_EM_NA_M_E ____ __.I . .._-_ .. \:\P+-=----· .... _?.-__ ~II \tp .. ?> I .._I --'\,_,_±f-'-----''t'--_ __, TIME CONTROL 7 t; .o/ SETBACK CONTROL l'lh ~A. ~f-... --· .. ISOLATION ZONES \--\~ .. ('{,~ KA HEAT PUMP THERMOSTAT? -:--( . -( .Y ELECTRIC HEAT? .. N ~ ~ FAN CONTROL MA . -. t{~ : --~/4. VAV MINIMUM POSITION CONTROL? N ~ N -SIMULTANEOUS HEAT/COOL? ~ \'{ N HEAT AND COOL SUPPLY RESET? ~ \-\. l"-l VENTILATION t? ?_) p OUTDOOR DAMPER CONTROL? .......... : -A ~ f,,. ECONOMIZER TYPE . - ~/>,. l-lA . t ~ ~A DESIGN AIR CFM (MECH-4, COl-UMN H) HEATING EQUIP. TYPE I HIGH EFFIC.? -~~P' 1a \~~p 1w ~ :pt,1..nt-f IN MAKE AND MODEL NUMBER ~-,i.-~JQ007 CA~ G1{.., .t?r Ja. o:JJ Of'(K.tUl?Yv Jb(-\1Qoo~ COOLING EQUIP. TYPE I HIGH EFFIC.? I t'L.-o'i-t./f ~~-ITvf\ l ~ fl,t.\1't{' It-=> ~1-· t'°U,.}1-tf 1~ MAKE AND MODEL NUMBER ~(4E":it-at.JG.a,7 ~~·lt\j&l.OD1 ~0JV.(btk3Q/JO'-t -. / I CODE TABLES: Enter code from taole below into columns above. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL S: Prog. Switch H: Heating Enter number of I: Inlet Vanes ELECTRIC HEAT? O: Occupancy Sensor C: Cooling .... Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V:VFD VAV MINIMUM POSITION CONTROL? Y:Yes O: Other_ C:Clirve .. ,. N:No ~ SIMULTANEOUS HEAT/COOL? VENTILATION · OUTDOOR DAMPER ECONOMIZER O.A.CFM HEAT AND COOL SUPPLY RESET? · B: Air Balance A:Auto A:Air Enter Outdoor Air . . C: Outside Air Cert . G: Gravity W:Water CFM. HIGH EFFICIENCY? ... M: Out. Air Measure N: Not Required Note: This shall be no D: Demand Control less than Column G on N: Natural MECH-4. _'.J I Nonresidential Compliance Form January 1995J CERTIFICAT.E OF COMPLIANCE Part2ot3 ... MECJ-1-1 !DATE 9-s..cr-1 ·svsTEM FEATURES ', ·,;' , , ,, , , ,· , ·,, . ,' ' , , ·' .·, . ',, , •',' :c , . ._ls_v_sT_E_M_N_A_M_E _______ ___.I· ._I __ w+-·"'-'.'--_£ ____ ~11 MECHANICAL SYSTEMS I ~' _______ __, :i;r:i~t~~:;: TIME CONTROL 5 SETBACK CONTROL t-,lfi.. ISOLATION ZONES NA HEAT PUMP THERMOSTAT? 1 ,. ELECTRIC HEAT? N FAN CONTROL NA. VAV MINIMUM POSITION CONTROL? N SIMULTANEOUS HEAT/COOL? t'1 HEAT AND COOL SUPPLY RESET? tJ VENTILATION r, OUTDOOR DAMPER CONTROL? A ECONOMIZER TYPE ~ DESIGN AIR CFM (MECH,4, COLUMN H) , , HEATING EQUIP. TYPE I HIGH EFFIC.? ~~ lt--1 I ,, MAKE ,AND MODEL NUMBER Cfrn,u&-~ttJ0.o It COOLING EQUIP. TYPE I HIGH EFFIC.? ~ l'Jt1.A,t-<-f .,, ... .,N I MAKE AND MODEL NUMBER C/mJ'l,,(,61V ~~Gl.)l'f , , . .•, /' I CODE TABLES: Enter code from tal:ile below into columns above. I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. ISOLATION ZONES FAN CONTROL ,, S; Prag. Switch · H: Heating Enter number of I: Inlet Vanes ·-- ELECTRIC HEAT? o: Occupancy Sensor C: Cooling Isolation Zones. P: Variable Pitch M: Manual Timer B: Both V:VFD VAV MINIMUM POSITION CONTROL? 'i':Yes O: Other C:Curve SIMULTANEOUS HEAT/COOL? N:No VENTILATION OUTDOOR DAMPER ECONOMIZER O.A.CFM HEAT AND COOL SUPPLY RESET? · B: Air Balance A, Auto A:Air Enter Outdoor Air C: Outside Air Cert. G: Gravity W:Water CFM. ' HIGH EFFICIENCY? ,, , M: Out. Air Measure N: Not Required Note: This shall be no D: Demand Control less than Column G on N: Natural MECH-4. I .., I Nonresidential Compliance Form January 19951 CERTIFICATE OF·COMPLIANCE .· .. Part3of3 :.-. 'IVfEC"i~t':!'1 • ~ ' • ¥ .... PROJECT NAME lx~ 0 l,;AN.D - UCT·INSULATION .:. -· · · . ·. · · · . · · ' .. · ._· . ·: · ·_'. ·. ·\'._.: SYSTEM NAME trf'-'1..- t+f>-2> rr?-4 {ty-.( .. .. .-- .. ' ••• 4' SYSTEM NAME }l,t... . . ., DUCT TYPE DUCT LOCATION (Supply Return, etc.) -·-(Roof; Plenum, etc.) St,q>pL-i ?et q t,-16, --~KN .. .. "" -v .. .. .. . - . . PIPE TYPE (Supply, Return, etc.) ...... - DUCT TAPE ALLOWED? y N D~ 0[&] D~ ---D~ DD D~ Df21 -DO DD DD DD D.D DD DD INSULATION REQUIRED? y N DD DD DD DD DD DD DD DD DD DUCT INSULATION R-VALUE r-..i-.1 ..._/ Jro:dticf. t\fii::Lo':,\- 'Noi'e·:ro:· :_{·,=1.e1,.b,._.' 11 . )·:··'·':(:_.:_:·: NOTES TO FIELD -For Building Department Use Only . ' · . : . . . . : < :: ; ·_. _. _.._. -'.'. -: . · · . .'.'< .-·· ',~i1.:':.'i:;. I Nonresidential Compliance Form . January 1995\ MECHAN'ICAL SIZING AND FAN POWER MECH-2 ,-t•• ',;t>< ~ PROJECT NAME SYSTEM NAM FLOOR AREA 70 NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION ··,· ,· · · ·. , .-· -.;a,~_.,+._,:,,. 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE -INDOOR,_DRY BUL_B TEMPERATURE 2. SIZING: (APPENDIX C) (APPENDIX C) (APPENDIX Cl COOLING HEATING -DESIGN OUTDOOR AIR I,_.:_· ---·~-·I CFM (MECH 4; COLUMN 4) ~eiro • ENVELOPE LOAD • LIGHTING -PEOPLE • MISC. EQUIPMENT • OTHER -OTHER ( PROCESS LOADS, DUCT ) LOSS, INFILTRATION, ETC •. SAFETY/WARM UP FACTOR WATTS/ SF (LTG-2) # OF PEOf'.LE (Ml;CH4;COLUMN E) WATTS/SF (Describe} (Describe) TOTALS t.,,, NO . f5 ,tJUV n-, r/TJ i/• { f V 4e, bl) -.,,- 1 '1.-s, ,JU I I 4o,lrvt) f.v( I .'f !I MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR) S"'s I Ii~ c;7, ·1?r1- 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM. ADJUSTED LOAD, EXPLAIN .. DESIGN FAN DESCRIPTION BRAKEJiP ~~ j_ rr: NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Walts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. .NonresldenUa/ Compliance Fonn EFFICIENCY MOTOR DRIVE c.f(a,ovu 11~,o-w KBtu/ Hr KBtiJ/ Hr @] . NUMBER PEAK WATTS CFM OF FANS 8 x E X 7 46 / (C X D) (Supply Fans) TOTALS 11 i· TOTAL FAN SYSTEM 1· I P0WER DEMAND _ _ WATTS/ CFM Col. F / Col. G January 1995 • --.,..,..~... l M,FCHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME ot.MJD·· DATE '1-2'-97 SYSTEM NAME .... , FLOOR AREA NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. '.SIZING and EQUIPMENT SELECTION • ',·;_· •' ·. : ' •'(Lt'-''..·: -i;,'.! 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TE~PER_ATURE 2. SIZING: • DESIGN OUTDOOR AIR • ENVELOPE LOAD. • LIGHTING • PEOPLE • MISC. EQUIPMENT • OTHER -OTHER ( PROCESS LOADS, DUCT ) LOSS, INFILTRATION, ETC .. · SAFETY/WARM UP FACTOR (APPENDIX Cl (APPENDIX Cl (APPENDIX Cl '-------'· 1 . CFM {MECH 4; COLUMN 4) WA TT~/ SF {L TG-2) # OF PEOPLE {MECH4;COLUMN E) WATTS./SF yin\. \tb'JJ(f' {Describe) {Describe) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE xSAFETY/WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY " ( ._ I I , COOLING HEATING 11, criro 7-ov ~ 11()1) -1:ino -t,BJ-V ??) :,,\ - 1 ror,iND ~ (-'ry ~4!'.410 I ta,,{luV I I s-11J1JD KBtu/ Hr KBtu/ Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM .. ~ . ,,-; _. I, ,.(a.~,,:r t.J.,,-,-v .. f ~-Ml',J.,~ lt..t.:...;,:-_ ADJUSTED LOAD, EXPLAIN* _..,_1 _'61_1!._~ ___ .,._._... ___ '_\ ____ --"l:.l ____ _ I- 'FAN 'POWER CONSUMPTION· ~~~-· · -.,. ' -·· ,.,,. , •'-· · · .. ,,, '. ··"'-::J,,,,. •-,~li,,~t , , ~ , • ~"· I , " .,,._ • :'-1:oc,..! _. .. .. ,Jr•,• ..-'~':'.~~,_. "'l'J.f..,., DESIGN FAN DESCRIPTION · BRAKEHP N~ L. 'l--S"'" NOTE: Include only fan systems exceeding 25 HP-(see §144). Total Fan System Power Demand may not ex~ 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VA V systems: I Nonresidential Compliance Form EFFICIENCY MOTOR DRIVE .. -.... NUMBER PEAK WATTS CFM OF FANS BX EX 746 / {C X D) {Supply Fans) TOTALS 11 ,;. TOTAL FAN SYSTEM I I -POWER DEMAND _ _ WATTS/ CFM Col. F / Col. G January 1995 MECHANICAL SIZING AND FAN POWER MECH~2 ! '.;, • -. . . PROJECT NAME DATE :..i..,q; SYSTEM NAME FLOOR AREA 5&--I NOTE: Provide on~ copy of ~hi_s form for each mechanical system when using the Prescriptive Approach • . SIZING and EQUIPMENT SELECTION . · · .'., · -· . · . -·.: :·-.·~ ~" 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE •. INDOOR, DRY BULB TEMPERATURE 2. SIZING: -DESIGN OUTDOOR AIR -ENVELOPE LOAD -LIGHTING • PEOPLE -MISC. EQUIPMENT • OTHER • OTHER ( PROCESS LOADS, DUCT ·. ) LOSS, INFILTRATION, ETC .. SAFETYIWARM UP FACTOR (APPEN.DIX C} (APPENDIX C) (APPENDIX C) ._I ____ · __,·· I CFM (MECH 4; COLUMN 4) WATTS/ SF (LTG-2) ... .,.· # OF PEOPLE (MECH4;COLUMN E) WATI§JSF .-' ,.:~. (Descrlbf!) (Describe) TOTALS MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY COOLING 8? &7 '?f 11,f!W %,l)r.lO if,0))1) 1/0;'rU) r, ,,.,,.J "'!'/t:,,o,-V . 0.001 - I ,?-f KBtu / Hr brj b ""10. ~ ;i. ,cf'/-J n'Q:r)"'{) .,,,,. KBtu/ Hr - IF INSTALLED CAPACITY EXCEEDS MAXIMUM· a/ C,. . ~ 1 1 ~ _ J,_-',, -,~ /4 Pv __;,t. I -~ 4 ,.__ ADJUSTED LOAD, EXPLAIN . '7C.. D~~-q "'" ... ...., . .:.\ -u "' \t ~ 'FAN~OWERCONSUMPTION · ',,_ . · ·, ·,.:~ · ·. · · .. ·>'\<-·. . ·:-:,,::; · , · ,.J·,_ ••. · •· ••• ,_ji;:-: DESIGN ·FAN DESCRIPTION BRAKE HP t'-lfo.. b-f NOTE: Include only fan systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance Fonn @] EFFICIENCY MOTOR DRIVE NUMBER PEAK WATTS CFM OFFANS Bx E x746./ (C X D) (Supply Fans) .. TOTALS 11 i· TOTAL FAN SYSTEM' I I POWER DEMAND _ _ WATTS/ CFM Col. F / Col. G. January 1995 .,,-.... --. ~ ~ ,v'V~~~ iMECHANICAL SIZING AND FAN POWER MECH:.2 ~+:'~ ~ -~ -.. ' ~ . • . ' PROJECT NAME SYSTEM NAME ttr-4 FLOOR AREA D NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. '.SIZING ·and EQUIPMENT SELECTION . -. ·-.. -· · ,·, ., ·,,,,,:i.,;.:~·- 1. DESIGN CONDITIONS: • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE·- • INDOOR, ORY BULB TEMPERATURE 2. SIZING: • DESIGN OUTDOOR AIR • ENVELOPE LOAD • LIGHTING • PEOPLE -MISC. EQUIPMENT • OTHER -OTHER ( PROCESS LOADS, DUCT' ) LOSS, INFILTRATIONr ETC .. SAFETY/WARM UP FACTOR (APPENDIX Cl (APPENDIX C) (APP!;NDIX C) CFM (MECH 4; COLUMN 4) WATTS/ SF (LTG-2) # OF PEOPLE (MECH4;COLUMN E) WATTS/ SF (Describe) 1-f 70+, &') "'" -i/ I.) i./-JbO (y roD -)!tJp l5il ,,.-EB (Describe) TOTALS I?-( ty0 1117 (u'YrD '~ !-({?_; MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE xSAFETY/WARMUP FACTOR) -~ ~4-t,So 3. SELECTION: INSTALLED EQUIPMENT CAPACITY ~ 1 ~ 3 1 (/'/k.., 11 ?& 01:0 KB!u/ Hr KBtu/ Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM · ADJUSTED LOAD,J:XPLAIN I. * ~._.-.~J .. A ~l o~La.t.e.~. .FAN POWER CONSUMRTION-•-:i-.,, ,.,,,: ·.·;, :-"'. · , :.. ·. ·, .. .;._--· ,-:,_:;-. • . '>,~~ DESIGN FAN DESCRIPTION BRAKE HP 1'-)A l.r!' NOTE: Include only ran systems exceeding 25 HP (see §144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance Form ·. [fil EFFICIENCY MOTO~ DRIVE . -· -·[[] @]: NUMBER PEAK WATTS CFM OF FANS BxEx746/(CxD) (Supply Fans) TOTALS 11 ;. TOTAL FAN SYSTEM I I POWER DEMAND _ _ WATTS/ CFM Col. F / Col. G January 1995 " > .'C-Wj;J :MECHANICAL EQUIPMENT SUMMARY , MECH-3. f • • • OOLING EQUIPMENT , , ·. ·. :··· · · . ·... . .. -' SYSTEM MAKE AND DESIGN OUTPUT TOTAL NAME MODEL NO •. (BTU/ HR) nJ:Qi<sN r.i=~A UNITS ltP-r ().pat,,(l,1.,7?1,/1.., 'ff.,coo ,q ol) .rt,?f+:j<Qi:;,(7j !YG·(t-· ... - rtP-'?> (Arl.J'U,c;1J,'1,. $1' t+·d '-' o::i 7 i fr. ~I}/'..) ·, f;;tf\) ~fl., . .. - l-rr -<+-~iYr-"' ~'3f,IV1.') '';ftf'] St> 1-b:Rc-tJL!-' 12f;'J'L H-v-f' i ~~. ~O i,t:Wi1l 014 · (' [ ,,:;,-) > '7 .,....( .,,_• C 4-yfD -. ·-.,, - .· ! ,. -·~· ' .. : .· ~' .8EATtN(rEQUIPMENT ·' ·; •• :.._ '"•t , '··· ~-: ::Y : ___ . .. ~ .. (:<. ~ ~:.--~{:--·:.: !),: !,:~r:,.1;~ ... ,.;' SYSTEM MAKE AND DESIGN OUTPUT NAME MODEL NO. (BTU/ HR) .. if1-'1, lkluu.~01/--~lfJ19..e,,07 t;-I, ,l.'"V '. ... . .. ·~ \1f ... ,. Ckrvr..-L er-_.. fcq~;?to7 r· 1v ...... ftt,r;,.' .... RATED EFFICIENCY ALLOWED PROPOSED 9 _eJ 10 q,< f ~· -~· . \-z.,. -.. ~.---- ECONOMIZER y N DC61 DD D0. DD D~ DD BD DD DD- DD DD DD DD DD DD ~.-:-,~.:.~~~~~?:·.·:,:-: ·~·:l;f;/f :,.: . .-·'.1~;{J~, .' '->·'~'::-;·f;-._:-· .. · •;/;f RATED EFFICIENCY UNITS ALLOWED PROPOSED C-oo ?-.. c, J,o I Ct'{) 0~ ?--1 ?.6 I ·-9-"'~t ...,,., m-+ ~("1.1.1--.--.. , . ,·v ~v f&' C-('\? ?-_c;\ ~.G /' .. ' f4t~ r t1a,.,fl,UJrv it. d)'nt uDp J-.1 lb ' ' ·, ., ... 4 •••• , I I I .-... •,, ... '-...... ... : ... Nonresidential Compliance Form January 1995 .MECHANICAL VENTILATION . -'.--,' MECH~,4-~ l":.' PROJECT NAME DATE q ..-)' - SYSTEM NAME .1-1-r. ,, ,r-.......- j NOTE: Provide one copy of this form for each mechanical system. MECHANTCAJ, VENTU .ATTON ,' [A] [ID [g _[ID [ID III [ill rm -[I] [I] [ID 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. --MIN. FER PER SF AIR NO. (SF) (BXC) PEOPLE (EX 15) DORF) CFM CFM AIR f101 ({ , I i.f· d>f b /q_uV J-OS ytO --- .. ... --.. - ...... ~ .. , ·-.. .... '":"'"• ... ~ . ' ... i - TOTALS (FOR MECH-2) I (tp I I ~to llt~d'~ I ' ~ Minimum Ventilation Rate per Section§ 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density Must be greater than or equal to G, or use Transfer Air If zone reheat or recool is used, I must be less than or equal to G, or less than or equal to Total Design CFM X 0.3'. or less than or equal to B X 0.4, or less than or equal to 300 CFM, whichever is larger. -~ 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), 8-!ld, for VA V, greater than or equal to (G -J). Nonresidential Compliance Form January 1996 PROIBCTNAME tLt?.bW L./rY\.-1:? -~~ SYSTEM NAME NOTE: Provide one co of this form for each mechanicals stem. MECHANICAi, VF.NTH ,ATJON - !XI [ID [g ill] [ID ... [E] .. [m [HJ. [TI IT] [R] AREA BASIS OCCUPANCY BASIS . VAV MINIMUM REQ'D. CFM C01'ID MIN. NO. MIN. O.A: .. DESIGN LARGEST DESIGN TRANS- SPACE AREA CFM CFM OF CFM (MAX. OF 'OUTDOOR MIN. MIN. FER PER SF AIR NO. (SF) (BXC) PEOPLE (EX 15) DORF) CFM CFM AIR 11.;,,i ,/( !tD If 11( l 4 r-· /tyro -~ . -. .~ .. ~ ·-- -> > .. -· : .. . .. -- .. .. . . . , .. ·~ .. . . .. , .. - i ... .. . --. .. ' TOTALS (FOR MECH-2) I tt ! I 11 r I! (~ I ~ Minimum Ventilation Rate per Section§ 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density Must be greater than or equal to G, or use Transfer Air If zone reheat or recool is used, I must be less than or equal to G, or less than or equal to Total Design CFM X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. ·· · ~ · _[ill 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 VA V, greater-tl:!an o(.equal to (G -J). Nonresidential Compliance Form January I 996 l,VI~CHA_NICAL VENTILATION ··t. MECH!ff · I NOTE: Provide one copy of this fonn for each mechanical system. MRCHANICAI. VRNTIJ.ATION ~ Im [g [ill [[] [fil [Q] [ill III II] [R] .. AREA BASIS· OCCUPANCY I3ASIS 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 PERsi· AIR ., MIN. NO. (SF) (BXC) PEOPLE _ (EX 15) DORF) CFM CFM AIR C °?,O . ({ 1-r g .. (w \W tw -,---. - .. .:. ~ .-~ -- .. .. .. - .---.. . '" i -· J • . ..~:: .. ~ ~~-,. ~· . .. ,r: ......... .. -..... -..... . ..... -- TOTALS (FOR MECH-2) I -~ I I \'YO 11 qzn; I I Minimum Ventilation Rate per Section§ 121, Tabie 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occupant Density Must be greater than or equal to G, or use Transfer Air · If zone reheat or recool is used, I must be less than or equal to G, or less than or equal to To~ Design CFM X 0.3, or less than or equal to B X 0.4, or Jess than or equal to 300 CFM, whichever is larger. · . &B Must be less than, or equal to 1 (if applicable), but no less than G, unless Transfer Air (K) is used . .. :.,'!".: ' Must be greater than or equal to (G -H), and, for VA V, greater than or equal to (G -J). -.. Nonresidential Compliance Form January 1996 ' MEGB:if\NICA,.L VENTILATION . ---MECI-t-4 SYSIBMNAME I NOTE: Provide one copy of this fo!Til for each mechanical system. MECHANICAi, VENTH ,ATION .. [A] [ID [g [ID [ID [Kl [Q] Im [TI [I] [K] AREA BASIS OCCUPANCY BASIS VAVMINIMUM REQ'D. .. CFM COND CFM MJN. NO. MIN. O.A. ])ESIGN LARGEST DESIGN. TRANS- SPACE AREA CFM OF CFM (MAX.OF OUTDOOR ·MJN. :MIN. FER PER SF AIR NO. (SF) (BXC) PEOPLE (EX 15) DORF) CFM CFM AIR ts~ I .(( 7vt l tp 1-fLJ 'i--''f'~ 4f?n..1 --- -· .. . , ..... ... . ' -. - . . ~-. ........ .. . .... ---~ -.... ---~-' ... ' .... ~-; .. .. .. '. . . . _. TOTALS (FOR MECH-2) I l !,. I I ?---t!,O I I 'rSv'i2 I ; Minimum Ventilation Rate per Section§ 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC OccuJ?antDensity Must be greater than or equal to G, or use Transfer Air If zone reheat or recool is used, I must be less than or equal to-G, or less than or equal to.Total Design CF-M X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. riB 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 VA V, greater than or equal to (G -J). Nonresidential Compliance Form January 1996 DATE q _g -47 ~'.O_J_Ec_T_A_D_D-RE-S=-SL.c.:....-t..._;..5_,WPr'Oc:__ _ __,__7_~---_o_i~-~-~--c;..------.-----------+&~~~~~~!~1 DOCUMENTATION AUTHOR +~~re7 ~ 1 ::111i::::i:1~~rf~;;1:;ir.111i~;:i:I:i:; BUILDING TYPE lX1 NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEUMOTEL GUEST ROOM -PHASE OF CONSTRUCTION [Z] NEW CONSTRUCTION D .ADDITION D ALTERATION D UNCONDITIONED (File Affidavit) METHOD OF ENVELOPE !Z1 COMPONENT D OVERALL ENVELOPE D PERFORMANCE COMPLIANCE This Certificate of 'Compliance lists the ·building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of R·egulations. This certificate applies only°to building envelope requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in this set of construction documents is consistent with the other compliance forms and .wor.ksheets, 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, f16 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. . . r'lease check one: D D I hereby affirm that I am eligible under the provisions of Division 3. of the Business and Professions Code to sign this document as the person responsible for its preparation; and that 1. am a civil engineer or architect. I affirm that I am eligible ur-ider the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ___ _ of the . Code· tosign this document as the person responsible for its preparation; and for the following reason:---"------------------------------ UC. NO. Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential '~anual published by the California Energy Commission. · · ENV-1: Required on plans for all subrnittals. Part 2 may be incorporated in schedul~. on plans. ENV-2: Used for all submittals; choose appropriate version depending ol'f-''hiethod ·6f envelope compliance. -.-, ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for assembly U-value to be calculated. Nonresidential Compliance Form ;GERTIFICATE OF COMPLIANCE .:·-::_ Part·2ot_2 · .. : ._.E-NV-!1'! ASSEMBLY NAME INSULATION R-VALUE· CONSTRUCTION TYPE LOCATION/COMMENTS: (eg. Wall-1, Floor-1) (eg. R-19, R-22, etc.) (eg. Block, WOOQ, Metal) . (eg. Suspended Ceiling, Demising, etc.) UY-<l/.,,, ~ , P--ll -K~ t5f.WV....,6)'\.., ~ _.,:_:_:_:_:_._-.-, .. ,:'Hi@,'' l~-~ ... . ~-\~ K~ F?)(~ I.IJKX-. -... .. ; .. ' . ....... -· WINDOW NAME NO.OF U-VALUE FRAME TYPE EXTERIOR OVERHANG GLAZING TYPE (eg. Window-1) PANES (METAL,WOOD,ECT.) SHADE? CREDIT? (eg. Clear, Tinted) 1'-] ,,. ().)vv.,;;.,vw l lD-\ ~{;{;1"7'f(k, I l-t;,'E;•f<J,, f;...-I.JrW"ift,ll)J I l-0··1 c; ... lu,-v'~J t \-0\ _ .. ,. ·_, t.9) .r us1-,. ··tf'1.v.> I { ( 6 l ..v .,, J/ -\Y .. . .... . . ..... . . - .. . . .--~-. ~ .. SKYLIGHT NAME NO.OF U-VALUE ' FRAME TYPE SKYLIGHT MATERIAL · GLAZING TYPE (eg. Sky-1) PANES (eg. Glass, Plastic, etc.) (eg. Clear, etc.) µA- .. . ., NOTES TO FIELD-For.Building Department Use Only · · -._ .. :· -·; :·. ·. ·.-.~:::...--,, i."" ·_ : · . -. ,·/,:· Nonresidential Compliance Form '"'nuarv 19<l!i PROJECT NAME l¾o!.,..1--1-lt:7 DATE ~ -r-- INDOWAREA CALCULATION , ,.· · · . . SKYLIGHT AREA CALCULATION,,.'·t;;~-· .. ::;.,,.;~ti'i.0;,i:;/tr.~f!;!ti,ij;,_~ GROSS WALL AREA(GWA) GWAX0.4 If the PROPOSED WINDOW AREA is greater than the MAXIMUM ALLOWABLE WINDOW AREA, then go to another .. ·.·· method. ASSEMBLY NAME (eg. Wall-1, Floor-1) W}rv .. ~--i ! [i/fi\,l'f «· ( l - ~~ !>~( DISPLAY PER- IMETER (DP) DPX6 GREATER OF 0 . . 1 -·r, I ,, (.. .I TYPE MAXIMUM ALLOWABLE WINDOW AREA PROPOSED WINDOW AREA ...... ,-· ·.~ HEAT {eg. Roof, Wall, Floor) CAPACITY ;1J1\"1tk - lU\i-:y;:· -- ; · f ?,,"?1 -·oo -~ 41~;-.. ATRIUM HEIGHT ~ FT f' < 55' .--J L IF > 551 ALLOWED % = 05 ALLOWED % = .1 ._____~IX '---I __ I= ..__I -- ALLOWED%. GR. ROOF AREA ..... If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then go to another method. ALLOW. SKY. AREA $- ACTUAL SKY. AREA . ASSEMBLY U-VALUE* TABLE INSULATION R-VALUE* VALUES? PROPOSED MIN. ALLOWED PROPOSED I y IN I MAX. ALLOWED -l \ ... l 1 0'4 .. ' DD -DD .. .. '' l-~ I l ~o ( DD DD ·-.... .,., •• ,..,.~ .. < • DD •-.. * For each assembly type, meet the minimum insulation R-value or the maximum assembly U-value. PROPOSED RSHG · WINDOW NAME . -·~ ORIENTATION. U-VALUE #OF -· OVERHANG PROP. ALLOW •. , {eg. Window-1, Window-2) · .. N E s w ALLOW.· PANES SC H V HN OHF RSHG RSHG ·. \,..) \ . ... ~ tu"v,\,._"1'{)4.) ~DOD .0 Li.) { -~ n t<-i.{ c:r -"'1., .... i~~'"Y',.) D~DD l -"v7 ' 1\l_.· '7( _s ... vs·v~J.J DD~D J.v"ry· \ .~ \ 1( £).} --UTV4C"YV DDD0 t -{. Y:7 \ -~ , 1/ SKYLIGHT NAME GLAZING #OF U-VALUE SHADING COEFFICIENT (eg. Sky-1, Sky-2) TRANSLUCENT I TRANSPARENT PANES PROPOSED ALLOWED PROPOSED ALLOWED \JA D D D -····--·o -D D .. D D - Nonresidential Compliance Form January 1995 CER!fIFICATE1.0F COMPLIANCE ... ,., (Partlof3) . MECH-I_-; PROJECT NAME L .·. ND ONli--S &AV -. rt\· WWN DATE f'ROJECr ADDRESS C,/4.-!.-R5, A;0 . , 4,.fX"}'\ 7)1 ~lO PRINCIPAL DESIGNER-MECI IANICAL' BUIJ.iBING CONDITIONED FLOOR AREA ~t>O 'f'> . .. BUILDING TYPE g NONRESIDENTIAL D 1:-IIOH RISE RESIDENTIAL D HOTEL/MOTEL GUESTROOM PHASE OF CONSTRUCTIQN · 0 NEW CONSTR~C~I]ON [J _ADDITION O ALTERATION O l)NCOND_ITIO~D (file affidavit) d METHOD OF MECHANICAL lZl PRESCRIPTIVE.· D PERFORMANCE COMPLIANCE . _ 111is Certificate of Compliance, lists the building features and performance specifications need to comply with Tit:le 24, Parts I and 6 of the California Cod'e.c:if Regulations. This certificate ~pplies only to buildi,ng mechanical requirements. DOCUMENTATION AVTIIOR leS.11:::tt., A-f..oS:EHb n certifies that the i;!ocumentation is accurate and com lete. · SIGNATURE DATE The Principal McclrnnicaL Des·igner hereby certifies that the propo$ed. building design represented in this set of construction documents is consiste11t with the other compliance fon11s and werksheets, with the spec;:ifications, and with .any other calculg_tions submitted with this permit application. The proposed building has been designed to-meet the mechanical requirements c.ontained in the applicable parts of Sections 110 through 1 I 5, 120 through 1'24, 140 through 142, '144 and l 45. · Please check one: . ~-~--~ --~ :-,.,_~-.... ,.:,,..... -... ···. - ~ I hereby affirm that I am eligible under the pi~visions. of Divisi0n ,3 oUhe Business and Profession~-C~de to sign this .... ,.,. document as the person responsible for its· preparation; and that lam a: Civil Engineer, Mechanical Eng1neer, or Architect. D I affirm that I am eligible under the exemptioii to Division 3 of the Bus~ness and Professions Code by Section 5537.2 of the . . . . .... . t . . .. . Business and Professions Code to sign this document as the person responsible for its preparation: and that I am a licensed contractor preparing documents for wor:k thal I have co~1tracted~,to_p.erf<5~m·. D I affirm that [ am ~iigible under the .exernptlo11 to Di~islon 3 of tl;~ Busines·s and Professions Code by Secti~n ___ . of the· ________ ',--0-__ Code to sign this document as the person responsible for its preparation; and for the Indicate location·onpl<;1.n;;.~fNo,te ~lock f<'.lr Iylandatory Measures ·I~ -~}lj_,,_0_0_.·~1'-,.--------------' For Detailed instructions on the use of this and all Energy Efficiency St.antjai:ds. <:0111pliance forms, please refer to the Nonresidential .. . -. . .. -. . .. ,,. .. -~ Manual published by the California Energy Commission. · _ MECH-I: Require.ct on plans for all submittals. Parts.2 &.3 may be incorporated i'n schei:hile~ on plans. MECH-2: Requ'ired for all submittals; choose appropriate version depending on method-of mechanical complic!nce. MECH-3: Required for all subrnittals, but may be· ih~~.rporated 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. CERTIFICA.1'Ef(OF C_OMPt,IANCE. :Y>: .· <Parfa~~ra> .· .. ·.:.-lVIECH~-.lt l'l(()Jl·:(T NAME .: 'r · u,w·1f ·::::'"a.;r) '$17~1) !:,O. FOO.D .DAT!: STA/JI) 'SIMlUriZ. I MECI 1/\NICAL SYST,EMS '--/SY_ST_E_M_NA_M_E ___ ~I '.=~-r4~t~l--~!2?'.::=~==:' '-I .__I ---'--- TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? , ELECTRIC HEAT? ~\ FAN CONTROL YAV MINIMUM POSITION·CONTROL? SIMULTANEOUS HEATiCOOL? ·. N HEAT AND COOL SUPPLY RESET? ., l .N VENTILATION OUTDOOR DAMPER CONTROL? ,_,.t.,. :· t-,.1/.>-. ECONOMIZER TYPF. DESIGN AIR CFM (lvli:CH-1. COLU/'v!N H) IIL\TING EQUI!' TYl'E IIIGH EFFICIENCY') IF YES EM'rER EFP. ," 1'.L'\KE AND MODEL NUM13GR COOLING EQUIP. TYPE HIGH EFFICIENCY'1 IF YES ENTER EFF //. MAKE AND i\lODEL NUMBER . CODE TABLES_: Enter °ClldC t'roin table l:id·o,~ inlt) colu111n;; above. .. ,. HEAT PUMP THERMOSiA T? ., TIME CON'fROL SETBACK ISOLATION -FAN CTRL. ZONES CONTROL ELECTRIC HEAT? s Prog. S,vitch I I· Heating EntGr number o'f I: Inlet Yanes . 0: Occupancy Sensor. .. . C: Cooling Isolation Zones P: Variable Pitch .. ::~ . VAY MINIMUM POSITION.CONTROL? Y: Yes ' .-. . .. . . .. SIMULTANEOUS HEAT/COOL? •. N: No· ~l\1-: Manual Timer 13· Both .. V:YFD . .. 0: Other_ . ,·, .. d',,•-.. C:Curvc .. . .. VENT°ILATION OUTDOOR ECONOMIZER O.A. CfM HEAT AND COOL SUPPLY RESEt? -·. ~ . . ·-· .. DAMPER HIGH EFFICIENCY? 13.: Air Balrui9e ". A: Auto A: Air Enter Outdoor c:;: Outside Aif Cert ... 0. Gravity W: Water AirCf'M. M: Out. Air Mcnsurc N: Not Required · Note: This shall D: Demand Control · be no less than N: Natural· . ·-·~~ Column Gon .. MECH-4 . i'l(C >Jl·C-1 N,\l'vll·. SYSTEM NA!vf:E m \ .,. e ' -- . -· SYSTFivl NAME .. )\\,b__ ' ' < .·!-:·-~ ;:- • ~ •• > ••••• : •• I)()CT TYPE . . . DUCTLOCATION Roof~ P)cnuIT), etc.) y6\L{N~ l'll'l·: TYPE (Su pp I:·. Re· 1_u_r_11_:.~·c~tc_. )~-----< DVCTTAPE ALLOWED? y N 0[g] ·o-o DD DO DD DD DD OD D-.D DD .. ,. DD 'D? y N oo-·-o D ··oo DD DD DD DD DD D-D .. : : ... ~: •.. , :.~~,:.;.::,{~- I ':JO. f'OOD DATE 5'f}\J,;j DUCT IN.SULATION R-VALUE R-2 .1 -· · .. .NOTE.TO FIELD 1 Bti'naJg;Reiitiuse 1 ·, -·~·~,;,.h~-:<: ,;·.,.,;,•Y(,:-./. -1 -.. -,)(~!ilti~\ _; J !- l'l(OJl,Cf" NAM!, SYSTEM N/\1'-fl: · -'' '-. It.--,c. . Fl.CXJI( AIU:I\· ,roach. l. DESIGN CONDITIONS: COOLING 6:? HEATING -OUTD<;)OR, DRY BULB TEMP-ERATUR:E -OUTDOOR, WET BULB TEMPERATURE _-INDOOR,., DRY BULB TEMPERATURE 2. SIZING (ArPENDIX C) . (APPENDIX C) _(APFEND~X C) · ., ·-.QESIGN OUTDOOR AlR -ENVELOPE LOAD. L-r ._-__ , ---s----'l.crM (MECH 4; COLUMN H) -LIGHTING WA TfS / ~F {L TGa2) ~~--~--1 1S -PEOPLE· # OF PEOPLE (M~Ci-f 4; COLUMN E) ·t (.?1-,r~ 1-,,'--,---"-~--l -MlSC EQUIPlv!ENT WAllS I SF . I -OTIIEIZ-( PROC[SS LO.-\l·l». DUCT -) 'f-~- ----onir-:rr-. Loss. 1NF11.TRi\Tro:< nc _ 1 _ ~----_,., (Describe) f--°'-'--1;-'----"'r------l c=7 ~ (Dcscrihcl TOTALS t'.7, t1~1 -7.-,, If 1?;1 r S.,\FE l'Y' WARr.'f UP FACTO!( \, f,:1 tv!AXIMUM ADJUSTED (,O/\l) (TOJ"ALS: FIZUivl 1\BOV8,x SAFETY/ '\\/ARM UP FACTq,~J , ... I r-,;-iJ' 101 J If-\,>· 3. SELECTION:· ,..,:··1"-: •. INST,\I.LED EQU!,PM\,:NT C,\PAC!i7Y IF i;,-.,'ST:\LLED CAPAC! l'Y 'i:XCEEDS MAXIMUM ADJUSTE.Q.,LOAD, EXPLAIN DESI-CN FAN DESCRIPTION BRAKE HP '• .. \~I¾ .-}... -;.-5 .. . -· ... NOTE: Include only fan S)';;t~ms cxcccding'25 HP'(sci':''§ ·J-44). ·• ·. ·.,, .. , Total Fan System Power Demand rnay nol cxcced 0.8 WalL~/CFrvt for constant volume systems or 1.25 Watts!CFi'vt for V /\ V systcms. Nonresidential Corn pl iancc form EFFICIENCY _ MOTOR bmvt 4 I 7,,{) ! !l'iV Kbtu I Hr - NUMBER PEAK WATTS OFFANS BX EX 746 / (C X .0) .· 11-w, O;,YJ Kbtu / Hr CFM (Supply Fans) TOTALS ]!~==== TOTAL FAN SYSTEM I POWER DEMAND L.C_o_L_F 1-'-'c_o_l._G WATTS/CFM January 199 SYSTl·.M N/\MI NOTE: Prov1Ck onc.; co iy oflhts form for each mechanicals stem SPACE NO. AREA BASIS COND CFM MIN. AREA PERSf-CFM (SF) (8 X C) 410 I /c; fJ_.i) I . . OCCUPANCY BASIS NO. MIN. OF CFM PEOl'LE (EX 15) 4 " "tt) ·.· ···-::---. REQ'D. O.A. (MAX. OF DORF) '?-1)· ---- ~ ... .-.,,...,._. .. .. DESIGN OUTDOOR AIR TOTALS (FOR M EC!-1-2) c--f=--=----~__,__ __ ____. .----_"21.)-. _...,,-. -___ -~...,-11 '£.-() /'vl1n1mum Ventilation Rate per Section§ 121. Table 1-F. Based on Expected Number of Occupants or i1t lc~t 50% of Chapter 3':fUBC Occiiijant Dens-ity VAY MINIMUM CFM LARGEST DESIGN MIN. MIN. CFM CFM '• -·-.-~ TRANS- FER AJR - Must be greater than or equal lo·G, or use Transfer Air · · If zone reheat or rceool is used, I must be less than or equal to G, or less than or equal to Tptal Design CFM X OJ, or less than or equal to BX 0.4, or less Lhan or equal lo 300 CFM, whichever is larger. · Must be less than or equal to I (if applicable), but no Jess than G, unless Transfer Air (K) is us.:d. Must be greater than or equal lo (G . 11), aml. lor VA V. greater tharror equal to (G -J). January I 99t l'RINCll'J\L DESIGNER-ENVEl,Ol'E fX)CUMENTJ\TION J\ BUILDING CONDITIONED FLOOR AREA 0. BUILDING TYPE l8f NONRESIDENTIAL D HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUEST ROOM PHAS~-~-f CONSTRUCTION .§ NEW CONSTRUC't!ON 0 ADD)TION O ALTERATION · 0 UNCONDITIONED (file affidavit) METHOD OF ENVELOPE J8L COMPONENT D OVERALL ENVELOPE D PERFORMANCE COMPLIANCE This Certificate of compliance lists the building foaltires an_d performance specW~cations need to comply with Title 24, Parts J anc 6 of the California Code of Regulations: This certificate applies only to building_envelope requirements. The documentation rrcparcr hereby certifies that tile documentation is accurate and complete. DATE -~--... The· P1·i11cipal Eil\·cklpc Designer hereby ccnifie_s that the propo. eel building design represented in this set of construction documents is consistent with the other compliance ronns and worksheets, with the specifications, and with any other calculations :;ubmilled with this permit applicai"ion. The proposed building has been designed to meet the envelope requirements contained in :;ect1ons 110, I l (J throu<.:,11 l l 8. and l 40, l 42, 143. lX 149 ot'Title 24, Part G. ~ . . Ple:1::;c check ci11e: ·,~ ,•, •. ..,,. :a.. B I hcreqy a_rlirrn that I am cl igible under ll}e pn·)\;isions ot' Division 3 o(the Business and Professions Code to sign this documer;t as the person responsible ('bi.its prq)aration: ·and that 1 am a civil Engineer or Architect. 0 I affirm that I arn eligible uncle~ tl-ie'exernption to pivision 3 of the Business and Profession~ Code by section 5537.2 of the Business and Pmfcssi61is·Cocle to sign· this document as-the person-responsible for its preparation; and that 1 am a licensed contractor· preparing documents for work that I have contracted· to perform. D l affirm that I am ·eligible under the exempti,111 to Division 3 of the Busine_ss aqd Professions Code by section ____ _ ol the ____________ Code to sign this document as the person responsible for its preparation; and for the following reasons: _________________________ _ Indicate location on plan~ of Not_e -~lock for f\ilandatory Measures For Detailed instrnctions on the use_ of this ~nd all Energy Efficiency Standards comp_liarice· forms, please ·refer to the Nonresidential Manual published by the California Energy Commission. · ~NV-I: Required on plans for all subm ittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method of envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version f~r assembly U-value to be calculated. 1'1((1/1·<-1 N,\1'.II /\SSEM13LY N/\ME (cg. Wall-I, Floor-I) \4,kU.,,-l 12.~-F -I ' \ \\"!:-:DO\\. \AME [(£. \\ 1nd,._"l\\-l) k c;-t0 ~t,~l')-ouJ SKYLIGHT NAME (cg Skv-1) HA- INSULATION R-V/\LUE (e •. R-19, R-22, etc. t-·I :-:0. OF !'.\INS U-VALlJE -· I .D/ NOOF U.VALUI;'. PANES CONSTRUCTION TYPE (cg. lllock, Wood,_Metal) t-1~'1- M~v •V FRA1' 1 i:: TYPE t.\kt,11. Wood. etc.) \---i ·f T7r L,. .. j ' ? OVERifANC CREDIT? ···· .,.t1~c l 1 .. -·, f-R/\ M f1 TYPE SKYLIGHT MATERIAL (Metal, Wood, etc.) (Glass, Plastic, etc.)' .... -... ' (cg Clea;, Tinted) GLAZING TYPE (Clear, Low-E, etc.) ",NOTETO'FIEI.:D: :Btiiia.iBg'.Deot:iuse · > ::·-r:f~~~:·~-~r.--·-,; ·!. :.•7 > ·~ \ •• 'i. ·. :~ ~. ,,.. .. . .. , . }'·'· ..... ~-: Ei\tc~n:,,o,nE:.~nt~M-·po· .N· EN .. ri't M.E£;Hon·· 1 . · . ·ft..··.-, · · : .. ,,. ·\f. EN'r't--1 1{ .... ;l.~_4V,.Q.LI .. ;l:'t . ,~~,~ . .. . . :\&.. . ·,,. -_ .-. ·,. ·· .... ,·, · ·. ·• ·; _ .. ~-· ·--r~.;. ·. __ ,:.~:~a.:\r l'IU>JI·.< T NAM! flAf[·. GROSS Wi\LL ~M DISPLAY f? ... i\TRIUM IIEIGIIT ~IT /\REI\ (CW/\) PERIMETER (DP) .. ,z--GWA • 0.4 :21-v DP• G I I Ifs 55 FT IF> 55 FT I ll ~ . .. ... l I.= I l GREATER OF· " 1 - J 0.05 ' 0 I I I I If thi; PROPCJSf:D ,, -M/\XIMUM . - I I WINDOW /\RI'/\ 1; .,,)..10 i\J..I.OWAI3LE GROSS ROOF AREA 1\Ll,OWED SKY. AREA greater than th<: WINDOW ARE/\ 1 1\!AXI1'1U!vt .T i\LL.0WAl3LL WINDOW ARl:A, go to ···-.. ·. --~ . .. .. . .)¥-... " .. If·thc i\CTUAI. Sf~ YLIGHT ARE;\ 1s !!reater than I-J---another mctJwtl I l- l'IWPOSED the ALLOWED SK ~'UGI IT ARF..-\, g,; to another ' io \\'INDOW method ACTUAL SKY. AREA ASSE,\!13LY U-VALUE TABLE TYl'l: -l:'iSULATION R-VALliF. I VALUES? .-\SSE:.IGL )' :\'-\:\!!-: (cS! \\',Iii-I. I \,,,,:-l I {<:£ Root: \\'all. l·\,.,,1r1 ][EAT CAPACJT\'. PIWPOSED /\I.IN ;\l.\.l'>\\TD PRO!'\J:-,!-.1) IY I NI i'v!A,\: ALLO\\'ED \))A:t-t--.. I -II l I OC; l j D D D D -la I. ·Ii ii I 1J5 D D D D . . ' .. o.o . x For i:ach as~cmhl.\ t_, pt:. rnct:t the n11nirnun11.r)5tdation I,l-valuc or lJ}~_ma.xicnum ns~_:mbly U-ni!uc PROPOSED RSHG \VTNDO\\'NMff ORIENTATION U-VALUE l!Of-PROP. ALLOvV_. (e.g., Window-!. Window-2) N I E I s I \V PROP. ALLOW PANES SC H V HIV OHF RSHG RSHG '? .,. ()Th, '-(/1hV ra--o.o D Lot l -i-?? I i'if I 7 ./ D D o--D . ~. -.··. .. .. D D D D . ' D D D D SKYLIGHT NAME GLAZING II OF U-VALUE- (c.~. Sky-I, Skl'-2) TRANSLUCENT! TRAl'-]Sl'I\RENT PANES PROPOSED ALLOWED NA D 0 . D D D D D D I _ ......... _. l'l<OJECI Ni\1'-11·. w 0 Cf) f- ::J 0 ½'fJfE, A:r;fJ,~{21t:t) VJp;-1,V S:,17,.1p,,/fn, SKETCll 01'-' i\SSl:;ivtBI:.Y · .. -·:--· \\'.-\LI. Ui\lTTl!!CK/1:ESS w 0 w z /\SSEMBI.Y N/\ME DESCRIPTION OF ASSEMBLY Nt'l\llNAI. !NCIIES lli\TI' ,\1-\ TE!(l,\L.TYl'J·: CO!(!·: T!(l-:.'\'P,!E\T l'-\\' Ci\lU.i\·l \\' C!\!l · .. '.;\\ ( \H :. Cl..'\ Y l ·,; r. l'i.-\ Y Iii<.! Ck C O"-iCREI I· l ------~. (SOLID. GIWUTFD. J;:,Ji' IY !:~SUI..-\ r,::_._ :--;,\, \\'.\!. L R-Vi\l.UJ·: .1L·-----~---___,~I. R\\ (FROM r.-\!ll.'I: ll-5 01 ll-61 \\' .. \! 1: IIE.-\T CAl'.-\CITY I I I I<.: . . (FRO,\! Ti\!>i i !\-~ ,,r ll-61 FURR!i'-;C Fi(.-\i\-llNC i\!ATEl{l.-\1. (WOOD, METAi.. NONl:l FUfWlNG Fl(.-\i\i!NC SlZE NOMINAi. INCi !ES Fl•RRlNG SPACE INSUI./\TION TYPE . E>..7'El~IOR INSUl.i\TING /\!H·.1\ TYPE· FURRING /\SSEi\lBL Y EFFECTIVE R-V/\LUE EXTERIOR INSULATING LAYER R-VALUE = ACTUAL INCi !ES R-\'Al.UE R-Yt\l.Ul: INSULATION LAYER R-VALUE ·I· /Rr '----------' (l'IWe.lT.-\lll.l: H-71 (FROM i\!ANllFAC l'llRER) INSULATION LAYER R-V/\I.UE W/\1.L R-V/\LUE WALL ASSEMBLY R-V/\I.UE WALL ASSEMBLY U-VALUE + I__ ________ ·_ .. _ .. _ .. _· _ _,= '--------------1~ '-------!-{!-. -----Rw Rt 1__ _____ !-::/1::-lt--'-------' PREFORMED AWMINIJH C-OPING, PAINTED. ------------ (lJ EL +ll'-6" TQP OF FRAMING (N.T.SJ / I I [ (t-515 sn,1)1------1' ,... / / ,...---rc~-~511 / ...... I '- / \ ! l I I 1,--i-----il-------TIJBE STEEL SC.REEN l"IALL STRUC I I I I I I I I I I TREATED V'IOOD, PAINTED I I I r I I . . . . MEMBRA --··_ · · PLYV'lOO~ ~f~~ YV GRAVEL . BATT INSULATION (R!<l@ ROOF) \ \. ~EL+~--=--.::_~="'-=_~~,!,; BOT. (N.T.SJ ..._......,__ __ .,.,... ~'-£," FIN CE.IL ilil_::;U__ PREFORMED AUJMINUH SOFFIT PANEL, PRIMED 4 PAINTE 1/b" R!RRING CHANNELS D ______ / HETAL STUDS CEMENT PLASTER GYP3JM SHEATHING _________ _ METAL STUDS BATT INSULATION (Rli @ Y'iALLS) ----.--------, ~------'c.~_ SUSPENDED Y'lR. GYPSUM .,-------BOARD, PAINTED P-523 -------~ MITAL STUDS Y'l.R. GYP5UM BOARD TI-1\NSET CERAMIC -TILE REF. FOOD SERVICE DY'lG'S FOR INTERIOR EQUIP. / -CF-101__J',-----t-' -- THiNSET CERAMIC TILE \ I I I 01\ W All SECTION tw, fi¾° -$~·A'rz1 ~.---~~.,---~~-~ -/~·--_F-310_--- ' / ........ ··. . . ,. . I -----. _J, ) -----. \ . -· -. . . . ~. ,. .: 2" _PL.AS~ REVEAL· . -'. ·. - , CEBTIFICATEf.OF COMPLIANCE' tl. . cPartlJrs> ; · 1 ~iNJ:ECH-1..;: l'H<1JECI tlAMI·. l>ATE Le l'l<f>IITI' AD!l;t . '((/J~ifl.:\'if,i~10J.~'r.'i:ii1.i;~··:J::':'.[..'. 1--f'R-,N-r.-.,-l'A-,-. [-)E..!..S....:l(,:2..N_;El::::{-z.Mi:..,l,(c;::.:l~IA~N-l(J;:A-l.~..!..!..C'--":.!.-"'~"""--,----------....c...,------.-==-:-::-:,=--------,,..J uildingPcriiiff#'*~.;."•,-·''' t-AS,&OOA~ ·:;::.::;:,; '-_;''.,>:'',:}/,:: ... , l--[).,-()(-:{-JM-l-(N_T_A.-rr-O+:N""A'-'lr"-ri.cl10-'-1(~~'"'-L.-'--.;__:,,==-::._;_;,___:_::=----------~~--t-=:::'-::::-:-:-:~c'----;-'--''-----l, -r-A-SS ~Cl : .'fGj l'1 BUILDING TYPE I¼'.] NONRESIDENTIAL 0 HIGH RISE RESIDENTIAL D HOTEL/MOTEL GUES11WOM PHASE OF CONSTRUCTION ~ NEW CONSTRUCl'ION D ADDITION D AL TERA TION D UNCONDITIONED (file affidavit) METHOD OF MECHANICAL 18) PRESCRIPTIVE COMPLIANCE D PERFORMANCE PROOF OF ENVELOPf: COMI'LIANCE D PREYIOLfS ENVELOPE PERMIT D ENVELOPE COMPLIANCE ATTACHED This Certificate of Compliance lists the building features and perfor:'mance specifications need to comply with Title 24, Parts J and 6 of the California Code of Regulations. This certificate applies only.to buil<l'i.ng mechanical requirements. The documentation ·re arer hereb I certifies that the d lete. S!GNATYRE l:lATE The Principal 1' b.:lwnical Designer hereby ce1tifies that the propos6d bui'lding cksign represented in this set or constructi~)ll documents is consistent with the-other c,ompliancc Corms and worksheets, with the specifications, and with any other calculalions submitted with this permit applicqtion. The proposed b(!i[ding has been designed to meet the mechaniql requirements contained in the applicable parts of Sections 110 through l l5, 120 through J24, 14.0 through 142, 144 and 145. Please check one: ~ I hereby anirm that I am eligible under the prc,)Visions or Divisio.n 3 of the Business and Professions Code to sign this document as the person responsible for·its preparation: and that I am a Civil Engine.er, Mechanical Engineer. or Arcliit~ct. D I affirm that I am eligible under_th~ exemption to Djvision 3 of the Business and Professions Code by Section 5537.2 of ihe Business and Professions Code ,to sign this document as the . .person responsible for its preparation: and that l am a licensed. contractor preparing documents for work that I have con.tracted to perform. D I affirm that I am eligible under the exemption to Division j of the Business arid Professions Code by Section--~ of · the · Code to sign this· document as the person· responsible fQr its preparation; and for the following reason(s): ----~--------,.--~--~-~--~--~- Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONSTOAPPLICANT. ,.·-. ·. . ··. ; : :: .. ·::::::\ : ·.:·>:·. ·,. ··.: For Detailed instructions on the use oftl1is and all Energy Efficiency Standards compliance forms, please refer to·the Nonresidential Manual published by the California Energy Commission .. MECH-I: Required on plans for all submittals. Parts 2 &'3 may be incorporated in schedules on plans. MECH-2: Required for all si.Ibmittals; choose appropriate version depending on method of mechanical compliance. MECH-3: Required for all submittals, but may be incorporated in schedules on plans MECH-4: Required for all submittals unless required tllltdoor ventilation rates and airflows are shown on plans per Section 4.3.4. f'l(OJl'C.I NAMI· ' -----'------------'·1 l__,_---,--C-__,__-'---_ ___.I I ME.CI 11\N!Ci\I. SYSTEt-.15 ! I _____ --Jl ==== l~YSTEM NAME __ ~v.1-A _ _ _ _ j _ TIME CONTROL SET81\C,:K CONTROL !SOLA T!ON ZONES I !EAT PUMP THERMOSTAT? ELECTRJC 1-!EA T? FAN CONTROL VI\ V MINIMUM POS!TlON CONTRO/ .. ? SIMULTANEOUS HEAT/COOL? I !EAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR DAM!'l:R CONTROL? ECONOMIZER TY!'!: DESIGN I\IR CFM (MEC.:11-4. COLUMN 1-1)' !lE:\TING EQl.:111 'IYl'E fl!G!I EFFICIENCY'! IF YES ENTER !:FF ;: \l.-\f-:E AND M1JDEI. NUi'-:IB!;R COOi.iNG EQUIP. TYPE HIGH Ef-FlCIENCY'' IF YES ENTE!{ El'F.# .\f:\f..:E AND c\lOD!:1. NUi'-lBER 'HEAT PUMP THERMOSTAT? ELECTRIC HEAT? · o/ NA N t-'UT:i.;L/':~7!""H / 'fn, \$,:•,~ h ............ VAV MINIMUM POSITION CONTROL? -' Y. Yes SIMULTANEOUS HEAT/COOL? N:No HEAT AND COOL SUPPLY RESET? HIGH EFFICIENCY? ', , TIME·CONT!<OI. . S: Prog." Switch · 0 Occupancy Sens,,r 1'.I. ~f:mual Tirm:r Vi:NTIL/\TION · ll: Ai~ Bs1lancc C: Outside.Air Cert M. Out. Air MciL~ur~ D: D<.:mand ContrQI N: Nat\rral ::. . -~ .. 3-·: .... ··."· I I r SETBACK ISOLATION F/\,N CTRL. ZONES CONTROL Ii Heating Enter number of 1: Inlet Vanes C Cooling Isolation Zones I': Variabk Pitch ll iltllh V:VFD 0: Other C: Curve OUTDOOR ECONOMIZER b.A. CFM DAMPER A: /\uto A: Air Enter Outdoor G Gravity W: Water Air CF/\!. N. Not· Required Nole: Tl11s shall be no less than Column G on MECl!--1. I DATE. DUCT,INSULATION··n::·:0--:· ·:.--:·· .• :··. _,·._.· ·. ··.. . ·. · . ·.. ... ·• ·.··· •. . · . , ... _ . SYSTEM NAME. DUCTJ'YPE DUCT LOCATION· (Supply, Return, etc.) (Roof, Plenum, etc.). ~I-A ~\ppl.r( C-&IL-1 H9 ., rei'-\12:-t\ CGIUH~ r'•• •'!-;-- SYSTEM NAME p'IPE TYl1E (Sµpply, Return, etc.) \--( />-. -· .. .. .. "'• -J ' " .. ,.. · .. , .. l DUCT TAPE l :· ALLOWED? DUCT INSULATION JYINI 0[8] DCRJ DD DD DD -DD DD. DD DD DD DD INS.ULA tION RE 'D? y N DD DD DD DO DO DD DD DO DD R-VALUE p..-2-, 1 . .i,. ,· . .. .. MECHANI€A.L SIZING~AND FAN-POWER . it. ii-_\_ MECH-t:.\ l'IWJliCI' NAM!·. DATE ·ltJ.J.~ lt-c..-97 SYSTEM NAM!·. 'FLOOR ARl·:A n) NOTE: Provide one co of this fonn for cach:mechanical:s stem w_hcn using the l'rescri live A roach, SIZING and EQUIPMENT SELECTION · :.,· · ! · · · · ,: , · :·. • .. · !. . , · : :·· \· : 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE -lNDOOR, DRY BULB TE!\:1PERATURE 2. SIZING (APPENDIX C) .(APPENDIX C) (APPENDIX C) COOLING HEATING 33 I 75 -DESIGN OUTDOOR Alf( .__ ____ _.lcrM (MECH 4; COLUMN H) i9 -ENVELOPE LOAD .!&oo -LIGHTING· WATF'S /SF (LTG-2) · 1----~---1 ·)Oc/t:, -PEOPLE # OF PEOPLE (MECH 4; COLUMN E) ?-.fJ0O 1----~~--1 -MISC. EQUIPMENT WATTS t SF 1--1.?ov 1------- -OTHER ( PROCESS l:U,\DS. DUCT ) P, ~ 1. H'"<H--f 1 /fa!) B _ OT! !FR · LOSS, INFII.TR,\TION, ETC .. (Describe) (Describe·) · TOTALS SAFETY! \VARM UP FACTOR MAXI!vlUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ \VARMUP FACTOR) 3. SELECTION: ·-··.·-.. INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN I q I /1/V II 7/0 I (!1./)) -~ Kbtu I Hr Kbtu / Hr F'AN POWER CONSUMPTION , -. · . , ,r. . . .. ·. · ·.. . . , .-..;· ,.. . ·" ., . . .. · .. i •. ,., , ,t~ ·\•.< ' : • • I • , • • • ' '• • ' ' • • • -~ •, ' I •' • !• ' •t • •, ~, 'J •, ,:.! ' " • • ( • ', .{., , ,', •,' : ._, '• ,; • ,,• DESIGN FAN DESCRIPTION BRAKE HP NP--t,-y{ NOTE: Include only fan systems exceeding 25 I'll' (sec§ 144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1..25 Walls/Cflvl for VA V systems. Nonresidential Comrliancc Form . [g EFFICIENCY MOTOR DRIVE ·NUMBER OF FANS TOTALS PEAK WATTS CFM Bx Ex 746 / (C x (Supply Fans), D) '-----,--_II L--____,I. TOTAL FAN SYSTEM 1 · · 1 POWER DEMAND Col. FI Col. c; WATIS/CFM-----' January 1996 v MECHffl\IICAL'E 'UIPMENT.SUMMAR\1 --. r·f MECH-3 _ IJ/\TE COOLINGEOUIPMENT , ,,. , • '1-, ',',' I ' ,,, , _ !.' . . , , . . , , I • , . ,, : ; . SYSTEM MAKE AND. DESIGN OUTPUT NAME MODEL NO. (BTU/ HR) '\=6.\-A-"''\ \i'S,u i,,141""1 ,~ ,151Jl; ~'~-H-k ' . : ,,, ., SYSTEM _ fyi,t\.:(<E AND NAME MODEL NO. fctl-· P... !-.,..-. -l'7'1 ~· Ut 1 ll.l !,\. l ·1 'fdi-1 *A ., -- ', , , - Nonresidential Cl1mpliance Form TOTAL DESIGN CFM UNITS ALLOWED PROPOSED IEC?Ny9MNilER I - ! /l :-r~0 - --------+---l t::r, ., r D f\7"I 1--,-'"-~!~-----~-'--'-'-0---1 . ~ DD DD DD DD DD DD DD DD DD DD--DD DD DD DD D~SiGN OUTPUT. _, RA TED EFFICIENCY (BTU/ f-~R) UNfTS ALLOWED PROPOSED 4?-0,2:/V u,f ~7 \,,~ ,., i /,< [ ,,,. ... --. ' ~" -·-··· ., •· ,. January 1996 l'R!JJECI' NAM!· DATE SYSTEM NAll-11, fcu-~ NOTE: l'r,ovr<le orre co y of this form icir e.acli mechanicals stem. MF.CHANICAI~ VF.NTll,ATION-· · · ·-. · ·-. ,._ ·::-... _ · · : -. ·:.: · ·. --· :\·'::. --. :.-_. [ID II] [Q] [ill AREA BASIS OCCUPANCY BASIS REQ'D. COND CFM MIN. SPACE /\REA crM NO. (SF) PER SF (BXC) NO. MIN. O.A. DESIGN or ~FM (MAX. or OUTDOOR AlR PEOPLE ,(-EX 15) DORF) I <J7J . (" }(" I l ,...-,-. \ . tr . 4'"'-{) . :-. _, ,, . TOTALS (FOR MECl-1-2)· '-'--1--4--,-----'-'I I I\ 11 4-i.v Mrnimum Vcnttlation Rate per Section § 12 l, Table 1-F. Based on E.xpcctcd Number of Occupmils or at lea~t 50% of Chapter 33 UBC" Occi1~ant,Densi.tr Must be greater than or equal to G, or use Transfer Air [IJ w [R] VAVMINIMUM CFM LARGEST DESIGN TRANS-_ MIN. MIN: FER CFM CFM AIR - If zone reheat or recool ·is used, I must bc,less than or equal to G, or less than or equal to Total lksign CFM X 0.3, or lc_ss than or equal to 13 X 0.4, or less than or equal lo 300 CFM, whichever is larger. · · · Musi be less /han or equal to I (if applicable), but no less than G, unless Transfer Ai_r (K) ·is used. Must he greater than or equal to (G -11). and. for VA V, ~n:atcnhan ·or equal to (G -J). Nonresidential Compliance form January 1996 CERTIFICATE"C)FCOMPCl!ANCE :··)· (Partlof2) :;'ENV-1 l'IH>JF<"I NAM!: lll\TE TEI.El'IIONE ;10 ~¥;-0\4-'- fXlCUMENTI\TfON l\lrrf IOR TEI.EJ>lfONE 1.NI)} 6a-r--O/Lfl. ... BUILDING CONDITIONED FLOOR AREA bO BUILDING TYPE (¼ NONRESIDEN"l:IAL Ci HIGH RISE RESIDENTIAL PHASE OF CONSTRUCTION . 0" ~!BW CONSTRUCTION D ADDITION D ALTERATION METHOD OF ENVELOPE ~ COMPONENT. COMPLIANCE D OVERALL ENVELOPE D HOTEL/MO'.fEL GUEST ROOM ·o UNCONDITIONED (file affidavit) D PERFORMANCE This Certificate of compliance·fats the building features and performance specifications need to comply with Title 24, Parts I and 6 of the California Code of Regulations. This certificate applies only to bi.iilding envelope requirements. The Principal Envelope Designer hereby certifies that the propose<;! building design represented in this set of construction documents is consistent with the other ~Qmpli~11c;~ !~)rins and worksheets, with the specifications, and with any other calcu·1,{1i0r~-s submitted with this permit a[:Jplication. The proposed building has beeri designed to meet the envelope requirements contained in sections 110, 116 throi1gh 118, ~nd 140, 142, 143', or IA9 o(l'itk;24,·.Part 6 .. Please check one: J8L. t hereby aflin~1 that I am eligible under the rrovisions-or Division. 3 t>f the Bqsines·; an·d Professions C~de to sign this document as the person respon!;,iblc for its prepamtion; and that I am a civil Engineer or Architect. D l affirm that lam cligibte·under the exemption to Qivision 3 of the Business and Professions Code by section 5537.2 ol'th-: Business and Professions Code to sign this document as the person ·respoi'r'sil5le· for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. 1 · D I affirm that !· am eligible under the exemp:ition to Division 3 of the Business and Professions. Cocie by section ____ or · the ___________ Code to s·ign this document as the person responsible for its [:>reparation; and for the following reasons: -------~----------------- Indicate location on plans ofNotc B:lock for Mandatory Measmes INSTRUCTIONSTOAPPLICANT ' ' . · . · .. -'.::---.. For Detailed instructions on, the use of this and all Energy Efficiency Standards compliance forms, please refer to thG Nonresidential Manual published by the California-Energy Commission. ENV-l: Required on plans for all s_ubm ittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all subr:n ittals; choose appropriate version .depending on method' of envelope cornp-liance. ENV-3: Optional. Use if default U-values are not used.' Choose appropriate version for assembly U-value to be calculated .. CER'FlFICATE OE COMPLIANCE ''.· (Part2or2f.. ENV-1 1->/ffE OPAQUE SURFACES~-I ': i,' ,· . : _.' ', .:... . '•,' .: • ·, . · . , ' . 1' ASSEMBLY NAME i'<:t!. Wall-I, Floor-I) ~·---~-----~ fy--vj?-l .._ ___ --__ _:___ \JJ .«U..,, -I \V1NDO\V NAi'v!E (cg_ Window-I) -ll/~ SKYI.IGHT NAME /cg. Skv-1) H~ INSULATION R-VALUE (c •. R-19, R-22, etc.) R-. NG.OF U-VALUE PAINS NOOF U-VA.LUE PANES ... CONSTRUCTION TYPE !.OCATION/COMME!'jTS (cg. B_lock, Wood, Metal) (c •. Sus ,ended Ceil in•, Dcmism •, etc. V!B1A1./ .. HlE;'!A··r..,, I !) I 'I"'<-"' f J (.~-,;-, l) ~\"'-''1"'.fl ./\)··,• N ! r, I _.,,v I (1.e<-r i \ '•' ( I I t, ~ FR/1:METYPE EXTERIOR . OVERHANG GLAZING T't1'E 1\h:1<)1. \Vpod, etc.) SJIADE ? CREDIT? (Cg, Clear, Tinted) I ., ·' .. 1 .. .. '" FRAME TYPE SKYLIGHT MATERIAL GLAZING TYPE (.Metal, Wood, etc.) (Glass. Plastic, ct<:.! (Clear, LO\\·E, etc.) •NO'fETO ·FIEI.:.D.:. :·i3 uiidii1it'.tieiit:\'use ,¥ : .. :,.-;''· . -:,, .• . : :" ' ·~. :, .• ... -:;-; ~--~ ,,' :-NOTE.!I'O FIELD · ·Buildini!'DendJse NOTES.TO FIELD -For Building Department Use Onlv . · . ·. ! . • • . :· . · , '· · · . C:-·.?i}tt>, ' GROSS WAI.I. i\REJ\ (GWA) GWJ\ • 0.-1 l{thc l'ROl'CJSl:ll WINDOW ,\lff1\ " greater llum th.: MAXIMUM ,\Ll.OW,\131.F \\'INDOW ARl:A. go to anoth..:r ructhod i\SSEi\1111.Y N,\:-.!E {C~ Wall-I 11\\\li•!,1 ti-out: ~ I VJ />-:: (..i .•. /, I . 'J,1 tY!) D!Sl'f.i\Y Ht" ATRIUM llf-:IG!IT p,·, PERIMEr1.m (DP) f, , i ...... l)f', (j ... ~ ' 1-r·v' I I IF:; 55 1,-r IF/ 55 FT l.l I y I I I I I GRI::ATER OF Q.10 • -- l ·~1 ., I :/ I 0.05 • -',',•• I M1\XIMUi\i - I l }~· AI.l.OWABLE GROSS ROOF AREA ALLOWED SKY. AREA WINDO\VARl:'.i\ I 1 '· If the AC,.'TUI\I. Sf~ YLIG! IT AREA is gr..:ater th,Ul I I [ l \l . l'!H>l'OSED the Al.1.0\Vl:U SK Yl.lGI IT AREA. gn 10 an<.ithcr KJ'.--;: WINDOW method ACTUAL SKY. AREA ASSEi'vfnLY U-VALUE TABLE TYPE IlEAT CAPACITY INSULATION R,VtiLl-iE VALUES? .(<.:!!. Root'. \\'all. f-r.,,,r 1 !'Rt. >f't)Sl:D 1'fIN ,\I.) .I l\1:·1·.IJ l'RUl'tJ:-i!-.1> I )' I NI i\ I..\.\ .-\!.l.t)\\'ED ~-~---· '(r, I ) II 0(:7 D D -' 0 D u-11-:ltv H .. . I t l D~__.... 0 D .. o· D D D ~ Fv~ .:ach a,~c111hl, 1, pc. mc:..:t. the minimum i11,ul:1l!o11 R-Vhlu..: or th..: maxiru,urn assembly lf-,·alu..: .. ' . PROPOS°ED RS!!G WINDO\VNi\ME ORIENTATION U-VALUE _ # OF ·PROP. ALLOW. (e.g .. V.'indow-1. \Vindow-2) N L E I s I w l'R<)l'. Al.LOW. !'ANES SC !I V HIV OIIF. _ RSHG RSHG 1--i& CJ 0 0 D D .. D ·D 0 D D D D '·' D 0 D D ·, SKYLIGIIT NAME . GLAZING //OF U-VALUE SHADING COEFFICIENT (..: \!., Skv-1, Sky-2). TRANSLUCENT I TRANSPARENT PANES l'ROl'OSED ALLOWED PROPOSED ALLOWED D 0 D o· .. - D ·o D D I i i I l ! : I f e~-"JlTIFICATE OF COMPLIANCE cPartlof3l MECH-1 ~-- PROJECT NAME PROJECT ADDRESS BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF MECHANICAL COMPLIANCE 0 NONRESibENTIAJ.,, D HIGH RISE RESIDENTIAL 0HOTEL/MOTEL GUESTROOM ~ NEW CONSTRUCTION D ADDIDON D ALTERATION D UNCQJ'IDffiONED (file affidavit) ~PRESCRIPTIVE D PERFORMANC~ i I D PREVIOUS ENVELOPE PERMIT This Certificate of Compliance lists the building featu~es and performance specifications need to comply with'Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate ~pp lies only to building mechanical requirements. DOCUMENTATION AUTHOR );~"ft: 1t-l-"7C+JP: B -~ The Principal Mechanical Designer hereby certifies that the propos~d building design represented in this set of construction documents is consistent with the other compliance fom1s and worksheets, with the specifications, and with any other calculations 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: g! I hereby affirm that I am eligible under the provisions of Division 3 of the B~siness and Professions 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 affirm that I am eligible under the e~einption to DJvision 3 of the Business and Professions Code by Section 5537.2 of the Business and Professions Code to sign this document as the p~rson responsible for its preparation; and that I am a licensed. contractor preparing documents for y,,ork that I have contracted-to perform. D I affirm that I am eligible under the exemptio~ to Division 3 of the Business and Professions Code by Section___ of the ___________ Code to sign this document as. the person responsible for its preparation; and for the following reason(s ): --------~""--~--......,..-=---r----r----::a---,---~--· In~icate location·on plans of Note Bloc~ torM'.3!1:da~ory Measures!._ ___ -_,,t1-+-'-tJO"""" . ....,I'------------ For Detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. · MECH-1: Required on plans for all submittals. Parts 2 & 3 may be inc9rporated: in schedules on plans. MECH-2: Required for all submittals; choose appropriate version depending' on method of mechanical compliance. MECH-3: Required for all submittals, but may be i11corporated-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. 'CERTIFICATE OF COMPLIANCE (Part2of3) MECH.;:1-.> l 'SYSTEMEEATUREs· .·' -' ... · .. · : · --· < ... ·(,. -·. ·.,· -· :--·.,: . · · · .,: .' · · . ·.-:-· .. '.:: ·-. . -.: · · ·.-·.. · l MECHANICAL SYSTEMS TIME CONTROL ~ --~ t?; SETBACK CONTROL i-,Jp,. H/2. NA ISOLATION ZONES ['.I,.&. N/4. ~A HEAT PUMP THERMOSTAT? -f i 7' ELECTRIC HEAT? iJ. , t ,~\ N . .. FAN CONTROL 0 0 ' i 0 VA V 1v!INIMUM POSITION CONTROL? 0 -~ ' \ t'-l SIMULTANEOU~_HEAT/COOL? 1-1 \-._\ \--1 HEAT AND COOL SUPPLY RESET? t-J \-.l \.'s.l VENTILATION I:? r,77 ?~ ·,.,,,,l OUTDOOR DAMPER CONTROL? A A ~ ECONO:tvllZER TYPE t--1 1,j 1-J DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE ~-M"" pLlt-1 P -\-t-t:JS(1~ ~?t.,Ci:'l! p ~A-l PUWl,i) HIGH EFFICIENCY? I IF YES ENTER EFF. # 1 I \D 1 I q ·l 'f I lo MAKE AND MODEL NUMBER U,.. HA),-! t:·I'.,. TU'. O /Jd'o ,, <?., 61. , . ~vz.1cv-i.,~ro:.r1..-c. e-&c C,A-'Y'J'l:/..-C y,-, ' '1 .. (! ........... ~~ {; ;.. ;;.. . .. .. COOLING EQUIP. TYPE \-b-P-.v_\;1 vu1·n-P ~Kt V 'I f'Ul,rl-.(' t+c?·rt'"i-'PU:/.,Vf HIGH EFFICIENCY? I IF YES ENTER EFF. # -( I iO L( I t D ,I to MAKE AND MODEL NillvfBER ~ t;yt.) a4-y· -:r,<=;r., n..c- c./. v·, , , .. -r · -"i o,:.,;;' ~\f,'r.~ :1.(...r:/,.c, ,. '•. t,r-,~rHM f ·r'"" .. ,,t·· ~ f~'-~7~,j. CODE TABLES: ·Enter code from table below into columns above. -·Ji HEAT PUMP THERMOSTAT? : TIME CONTROL SETBACK ISOLATION FAN CTRL. ZONES CONTROL ELECTRIC HEAT? S: Prog. Switch H: Heating Enter number of I: Inlet Vanes O: Occupancy Sensor C: Cooling Isolation Zones P: Variable P_itch VAV MINIMUM POSITION CONTROL? Y:Yes M: Manual Timer B:Both V:VFD 0: Other .. SIMULTANEOUS HEAT/COOL? N:No C:Curve HEAT AND COOL SUPPLY RESET? VENTILATION OUTDOOR ECONOMIZER O.A..CFM DAMPER HIGH EFFICIENCY? B: Air Balance A:Auto· A:Air Enter Outdoor C: Outside Air Cert. G: Gravity W: Water AirCFM. M: Out. Air Measure N: Not Required Note: This shall D: Demand Control be no less than N: Natural ColumnG6n MECH-4. RROJECT NAME DATE-. 4-Y-'o/ DUC'IJNSIIEA.TION>-~.-·:_· :. : _· ... _..: ·. --~-~---,_-.;: : · :.~·,:": · '/ . ·. -. · . :~--·· ·:· · ·. · .:. . · . SYSTEM NAME DUCT TYPE DUCT LOCATION (Supply, Return, etc.) (Roof, Plenum, etc.) Fal-~ 7iiffll l-t?t L-·t r--!G> .. r-e.itt,'1..N l fal-1 j \:=w., ~ ~ ; -Y SYSTEM NAME PIPE TYPE (Supply, Retutn, etc.) - ·J .... ~·---.;.-.'·" ··,· ····· DUCT TAPE ALLOWED? y N D D D D DD ob I ' DtJ DD DD oD· DD INSULATION REO'D? y N DD DD DD DD -DD DD oo-- 0,0. OD DUCT INSULATION R-VALUE iz-1-1 ,, ·, ,¥ ME.CHANICAL SIZING AND FAN POWER . MECH-2. PROJECTNA.lv!E DATE q_ -~7 SYSlEM NA.lv!E FLOORAREA 7u NOTE: Provide one co of this form for each.mechanical stem when usin the Prescii tive A roach. SIZING;andEQUIPMENTSELECTION .:;;;;;. : ... ·_ -~\ · .,, ·-·/-·._... .;:: ·· ---// · ,·:_;:~,:._ 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TE1v1PERATURE -OUTDOOR, WET BULB TE1v1PERATURE. -INDOOR, DRY BULB TEMPERATURE 2. SIZING (APPENDIX C) (APPENDIX C) (APPENDIX C) ' j ·t COOLING HEATING -DESIGN OUTDOOR AIR .._ ___ ----'jCFM (MECH 4; COLUMN H) -i 77~ r -z,f O :: l----'-----1 -ENVELOPE LOAD &1...c:4 _ 4q 71) -LIGHTING WATTS/ SF (LTG-2) . 4 lS' 1----~---1 -PEOPLE # OF PEOPLE (MECH 4; COLUMN E) I 1--------1 I--+-''----, -MISC. EQUIPMEN't WATTS/SF -OTHER ( PROCESS LOADS, DUCT ) -------i --,--'r~r--:'-fR..,..:.~ft~C_W't_, l __ ~ _ OTHER LOSS, INFILTRATION, ETC.. (Describe) -i.711{ Lil --,.---i cb (Describe) TOTALS I 1.-'!!, '?(~ 1 111"7c-V I SAFETY/ WARM UP.FACTO~. MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/. W ARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN .. DESIGN FAN DESCRIPTION BRAKE HP t-JA t-vr -. . . ~·-. . .... NOTE: Include only fan systems exceeding 25 HP (see§ 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 -f . [g .. [ill . EFFICIENCY MOTOR DRIVE 1· ~; trvD 11 ""2,s:: CY":) Kbtu / Hr Kbtu / Hr NUMBER PEAKWATIS ·cFM OF FANS Bx Ex 746 / (C x (Supply Fans) D) - TOTALS I ._I _ _____, TOTAL FAN SYSTEM I I POWER DEMAND Col.F I Col. G WATTS I CFM-------' January .1996, MECHANICAL SIZING AND FAN POWER MECH-2 PROJECTNAME I · ~_, ~t,Lp.. SYSTEMNAME I NOTE: Provide one copy of this form for each mechanical syste~ when rising the Prescriptive Approach .. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUIDOOR, DRY BULB TEtvfPERATURE -OUTDOOR, WET BULB TEMPERATURE -INDOOR, DRY BULB TEMPERATURE 2. SIZING (APPENDlX C) (APPENDlX C) (APPENDlX C) ' -DESIGN OUTDOOR AIR j ,___ ___ ~ICFM (MECH 4; COLUMN H) -ENVELOPE LOAD -LIGHTING WATTS I SF (LTG-2) ------1 COOLING~ i-------8 ___ ?_ LJL] {;,1 1( f .r, t.;-t/,0 Pt .th.--?J /0, b1b -PEOPLE --------1# ·op PEOPLE (MECH 4; COL~ E) I!'. ~1) ' -MISC. EQUIPME°NT WATTS/SF -OTHER ( PROCESS LOADS, DUCT ) 1-----------1 -=-----,--,-------,,--- -OTHER LOSS, INFILTRATION, ETC.. (Describe) B (Describe) TOTALS .---Jt)-,-~-i)-?--,11 .r,, -i--n> I SAFETY/ WARM UP FACTOR /,7.--l ~ MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ W ARMUP FACTOR) 1-G-'-l_,_ll;;._7_'Y'___, ~ J 3. SELECTION: INSTALLED EQUIPMENT CAPACITY I t·1.ov7) 11 Slrr.rJ >.t-J Kbtu / Hr Kbtu / Hr . . . IF INSTALLED CAPACITY.EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN ~ ~),&st l v.,,.~1. O_iJ·r.i,,a~J~.ee__ 1 ' FAN-POWER CONSUMPTION· ·. ··. · · -. -._ , -·· ·.: DESIGN FAN DESCRIPTION BRAKE BP 10A L>f - NOTE: Include only fan systems exceeding 25 HP (see§ 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 . [Q] EF'FICIENCY MOTOR-.DRIVE - .. NUMBER PEAK WATTS CFM .OF FANS _Bx Ex 746 / (C x (Supply Fans) D) TOTALS 1.__·-'--__ __.I I:::===~ TOTAL FAN SYSTEM I I POWER DEMAND Col.F I Col. G WATTS/CFM-------' January 1996 , ' CHANICAL SIZING AND FAN POWER . MECH-2 DATE -i-1<.f SYSTEM NAME ' ~ -ft.,(j -f FLOORAREA 2..(1) I NOTE: Provide one copy of this form for each mechanical system when using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION . 1. DESIGN CONDITIONS: -OUTDOOR, DRY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE ·--INDOOR, DRY BULB TEMPERATURE 2. SIZING (APPENDIX C) (APPENDIX C) (APPENDIX C) -DESIGN OUTDOOR AIR .._l_· ____ lcFM(MECff4; cotUMNH) --- -ENVELOPE LOAD -LIGHTING WA TIS/ SF (LTG-2) 1--------l ., -PEOPLE # OF PEOPLE (MECH 4; COLUlvlN E) . . ~--'--- -MISC. EQUIP.MENT WA TIS / SF -~-'---- -OTHER ( PROCESS LOADS DUCT ) ~--------_:P_V.+:1~1 -"'-L.-'--l-r __ ' r"-~ _wr~'--- -OTHER LOSS, INFILTRATION, ETC.. (Describe) 75 trf-1 ~If ~qa-o 1 ru-o . 7,7i-y ., .... ,/? r 'S'rr·v. ?:1Cf1D B (Describe) TOTALS I W11l';J:,, 11 ,re r-.... SAFETY/WARMUPFACTOR f.1-/ WU MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVE x SAFETY/ W ARMUP FACTOR) "2-r, ·/1,,">_J · ~ 3. SELECTION: INSTALLED EQUIP.MENT CAPACITY ?-? , c-r-":> Kbtu/Hr I j..oJ;".) fl Kbtu/ Hr IF INSTALLED CAPACITY EXCEEDS MAXIMUM · , · ADJUSTED LOAD, EXPLAIN . . ;\(. ~({est' t.1-~·_;_;f [L.'.J'a,< __ (tz_b.~ . 'f FAN·POWERCONSUMPTION. · .···· · .. ·.. -·. · . · · .· ... · ·.· .· ·.·_ , -·: ~·'·: :-· .. DESIGN FAN DESCRIPTION BRAKE HP kt---tvf - NOTE: Include only fan systems exceeding 25 HP (see § 144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM.for VAV systems. Nonresidential Compliance Form . [g . [Q] EFFICIENCY MOTOR DRlVE - NUMBER PEAK WATTS OF FANS Bx Ex '746 / (C x D) fill . CFM (Supply Fans) TOTALS I I =I =====: TOTAL FAN SYSTEM I I POWERDEMAND Col.F/Col.G WATTS/CFM January _1996 MECHANICAL EQUIPMENT SUMMARY MECH-3 COOLING EQUIPMENT · · . . . . . · ··. · :· _ SYSTEM MAKE AND·;--DESIGN OUTPUT NAME MODEL NO. <BTIJ/HR) ft,1..,t--v Cfqi,(1,L-f (t.l 1,i( rvv 7li CZrLG.6tf ~ Fo.{--'t ,.. ,A ,._ ,"'(1'1.,,£2,{,. ti:1,(.; S:1,ZfYY ~ <;·.C•n,c ti{;.,O ..... , , L-r~-A1.--wi.u .,,, ''l ,r,ro V )1••· !r"..,.,... .; ]'it Q.. 'ii.-{,!) )b ~ .... 01 -,"': ._ \-_,, _.':, ,, SYSTEM MAKEANb NAME MODEL NO.·· .. ,. R,.(( -1---~ bv ~ Qr,c.-ct:f,~- ,,, v0J ~t CA1lJ' U'J}' t,! { •' ... 1-~-Q {lG e!J &,,O rut-.{ A 01t1'ln.-t~·n .... Q. ~tn;'=, . , - ., Nonresidential Compliance Fonn TOTAL Rt 1TF.n ...-"' ..... , ... ~CY lE~?~911J7jBR I D~ DD DESIGNCFM UNITS I .S1-'l> G-1=--fL.-- l rtV t?t:1v b~CJ [:;·f:'U/. .. DESIGN OUTPUT ,• , .. (BTU /BR) vr; ·u--Y-0 t : ftr I t(Vo -j;D, 6Y'D ALLOWED ,'1. q . ' /- ~ PROPOSED 'lo 4 ~ IV DD D~ DD DD D~ DD DD DD DD DD DD DD DD RATED EFFICIENCY UNITS ALLOWED PROPOSED. u() (? '-t-t.'J '1 {/ . I 7,0 c.,l)p -i," 1 ..,., • I •7 V ,, ,. C..-t/? -~-1 7,,, ,, . 7c/- January 1996. · .. • a-· ' M.ifr · · · .•;. ;}. ... , J. ~ MECHANICAL.VBMFILATION~d; . ·.: '\-r -i--/; . MECH~4: SPACE NO. of this form for each mcchan_ical s stem. AREA BASIS COND CFM MIN. AREA CFM (SF) PER SP (B XC) 7ilf) . 1< /'iJY ... I . ·.··· .. .. OCCUPANCY BASIS NO. OF PEOPLE MIN. .. CFM (EX 15) REQ'.D. 0.A. (MAX. OF-- 0 0RF) J,p </ DESIGN OUTDOOR AIR . . ~---_-..::..::..:::::::::::::;'--'-----~'----_-~-_-_-_-~-'--~'----_-_-::..-::..-:..-:..::'. TOTALS (FOR-MECI-J-2) ( Minimum Vcntilation'Ratc per Section§ 12·1, Table l-F. Based on Expected Number·ofOccupants or at least 50% of Chapter 33 ·usc Occupant Density .. VAVMINIMUM CFM LARGEST DESIGN MIN. MIN, CEM CFM --= . . .. . ' . - ... . .... ,. .. TRANS- FER AIR Must be greater t11an or equal to G, or-use Transfer Air If zone reheat or rccool .is used, I must be less than or equal to G, or less than or equal to Total Design CFM X 0.3·, or less than or equal to BX 0.4, or less than or equal to 300 Cf-M, whichever is larger. . Must be less than or equal to I (if applicable). but no less than G, unless Translcr Air (K) is usc:.d Must be greater than or equal to (G -11). and. for VA V. greater than or equal lo (G -J). Nonresidential Compliance Forh1 Janu~ry 199(· l'ROJE(."l" NAME L DAT),, ,-, . , . ~ •. 'v_....,.._,_ • I, t I SYSTl:M NAME rt;] [ID ···-~ mJ ·!ID [I] [QJ· [HJ [I] [Ij [E] ., AREA BASIS OCCUPANCY BASIS VAVMINIMUM REQ'D. CFM COND MIN. NO. MIN. 0.A. DESIGN LARGEST DESIGN TRAN S- SPACE AREA CFM CFM OF CFM (MAX. Of OUTDOOR. MIN. MIN. FER PER SF AIR NO. (SF) . (B XC) PEOPLE (EX 15) DORF) CFM CFM AIR . I~ 1,?? t /xcn) ·1 /((A, ~ -t) 1-<: ?,/1-;tJ· -..-. -.......... ' . \ I .. . ._, . ... - '•'. -.. .. t-------1 ~----'-------,~--~ ,-L.. _-_-_-_-_-_-_-_-...,-'----~ ,----:--~·..,.·-, .~--_-_-:_-:..-:.-:.::; TOTALS (FOR-MECH-2) I -vy,J I l >-~.,}-11.fgrv I Minimum Ventilation Rate per Section§ 121, Tabk 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occu~ant Density . . · Must be greater than or equal to 9, or use Transfer Air If zone reheat or recool is used, I must be less than or-equal to G, or less than or equal to Total Design CFM X 0.3, or less than or equal to 8 X 0.4, or less lhan or equnl to 300 Cr:M, whichever is larger. · ... ' . Must be less than or equal to I (if applicable) .. but no less than G, unless Transfer Air (K) is_ use_d. Must be greater than or equal to (G -11), and. tor VA V. 1:rcater than or equal to (G -J). Nonresidential Compliance Form January J.99(: of this.form for each mechanicals stern .. gJ [ID . [§] [m '[ill [E] [Q] . [HJ [I] [I] .. [ill 't AREA BASIS OCCUPANCY BASIS VAVMINIMUM REQ'.D. CFM COND MIN. NO. MIN. 0.A. DESIGN LARGEST DESIGN TRAN SPACE AREA CF_M CFM OF CFM···-'· (tvlAX. OF OUTDOOR MIN. MIN. FER PER SF AIR NO. (SF) (BXC) PEOPLE (EX 15) DORF) Cf.M CFM AIR S- 1-fO ,,... 3r:,.. y ?D ?ib i (Wt) -I I ~ --I .. .. .. . -.... . . --. . . . .. . . .. .. . . ' .. . . . .. ·. ·.-·, .. - . .. .... . . .. TOTALS (rOR-MECl·l-2) l v I I ~?6 .. 11-t~J I ~· Minimu1n Ventilation Ral.: per Section§ 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Occul?am Density - Must be greater than or equal to G, or use Transfer Air If zone reheat gr rccool in1sed, I must be less than or equal to G, or less than·or equal to Total Design CFM X 0.3, or less than or equal lo B X 0.4, or less than or equal to 300 CFM; vihichevcr is larger. . 1iE Must be less than or equal to I (if applieablt:). but no Jc$S than G, '.mlcss Transfer Air (K.) is use.d Must be greater-than or equal to (G -11), and. for VA V, g_rcalcr than or equal lo (G -J). Nonresidential Compliance Form January 1996 ,. .. -' CERTIFICATE OF COMPLIANCE Part 1 ot 3 MECH-1 BUILDING CONDITIONED FLOOR AREA · '2.52,o · BUILDING TYPE ~ NONRESIDENTIAL D ,HIGH RISE RESIDENTIAL D HOTELJMOTEL GUEST ROOM PHASE OF coNSTRUCTioN' NEW CONSTRUCTION .. 0 ADDITION D ALTERATION D UNCONDITIONED File Affadavit METHOD OF MECHANICAL COMPLIANCE ~ PRESCRIPTIVE D PERFORMANCE PROOF OF ENVELOPE COMPLIANCE 0 PREVlQ.US ENVELOPE PERMIT . l'8J ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE , , , .· This Certificate of Compliance-lists the building features and performance speclfications needed to comply with Title· 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building mechanical requirernents. The Principal Mechanical Designer hereby certifies that the proposed l?uilding design represented in this set of construction documents is consistent with the otber compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit applicati_on. The proposed building has been designed to meet the mechanical requirements contained in sections 1:10 through 11'5, 120 through 124, 14'9 through 142, 144 anti 145. Please check one: . . . I hereby affirm that I am eligible under the provisions of Divi$ion 3 of the Business and Professions Code to sign. this document as the person responsible.for its preparation; and. that ram a civil engJneer, mechanical engineer, or architect. D I affirm that I am eligible under·the exemption to Division 3 of the Business and Professions Code by Section 5537 .2 of the Business and Professio.ns. Code to sign this document c;1s the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to-perform. D I affirm that I am eligible under the exemption to Division .3 of the Business and Professions Code by Secfion ___ _ of the------------------------Code to sign this document as the person responsible for its preparation; and for the following reasom ___________ -'----------....,......------------ PRINCIPAL MECHANICAL DESIGNER -NAME ·SIGNATURE L.IC.NO. DATE L,c;;-,.._......-:;;... Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT · · · For detailed instructions on the use of this and all Energy Efficiency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. . · MECH-1: Required on plans for all submittals. Parts 2 & 3. may be incorporated in schedules on plans. MECH-2: Required for all submittals; choose appropriate versior, depending on method of mechanical compliance: MECH-3: Required .for all submittals, but form does not have to be completed if location o{ mechanical equipement schedule is Indicated on the form per Section 4.3.3. MECH-4: Required for ail submittals unlesuequired outdo?r ventilation rates and airflqws are shown on plans .per Section 4.3.4. Nonresidential Compliance Form f ·~ • -,,. , -.~ January 1995 ~ .... · .. CERTIFICATE OF COMPLIANCE Part2ot3 MECH-1 !DATE 4-B ·47 SYSTEM FEATURES . . · - . I l----''---=--=-,-~--'-' MECHANICAL.SYSTEMS ~lsY_sT_E_M_NA_ME_--'----'~~---Ac,,~ 7 .11 I .__I ----~---' TIME CONTROL 17 :::.-\\::::..:.t ... '\: SETBACK CONTROL ,:,.,;::,:-,: ... ,.:,,.,,:,:{.:.:. !SOLA TION ZONES ·:.;_:::::;;;,_;;:;;:;.;;;;.:,h, ... ,,, HEAT PUMP THERMOSTAT? .. _.·.··.· .... ;.·_.-ll't. ELECTRIC HEAT? FAN CONTROL '• VAV MINIMUM POSITION CONTROL? ·?.:.::::):::: ...... , SIMULTANEOUS HEAT/COOL? HEAT AND. COOL SUPPLY RESET? VENTILATION . OUTDOOR DAMPER CONTROL? ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TY.PE I HIGH EFFIC.:? '~' I I MAKE AND MODEL NU.MBER COOLIN_G EQUIP. TYPE I HIGH'EFFIC.? ... MAKE AND MODEL NUMBER \ I _ CODE TAl3LES: Enter code from taole below into columns al?,ove: . -. ~ . I HEAT PUMP THERMOSTAT? TIME CONTROL SETBACK CTRL. !SOI.A TION ZONES FAN CONTROL S: Prog. switch H: Hea'ting E·nter number of. I: Inlet Yanes ELECTRIC HEAT? · O: Occupancy Sensor C, Cooling Isolation Zones. P: Variable Pitch IIJ: -Manual Timer B: Both V:VFD VAV MINIMUM POSITION CONTROL? Y:Yes O: Other C: Cl!rve N:No .. SIMULTANEOUS HEAT/COOL? YENTILA TION . OUTDOOR DAMPER ECOt-JOMIZER O.A.CFM HEAT AND COOL SUPPLY RESET? · B: Air Balance A: Auto A:Air Enter Outdoor Air C:. Qutside Air Cert. G: Gravity W:Water CFM. ' HIGH EFFICIENCY? ., M: Out. Air Measure N: Not Required Note: This shall be no D: Oemand Control less than Column G on N: Natural MECH-4. .. I/ .,, Nonresidential Compliance Form January 1995 CERTIFICATE OF_ COMPLIANCE . Part3of3 MECH-1 I PROJECT NAME . -_ _ l.e~o~p;._ ~~ /;>L/f'kO (fAS?--.-~A41fR+t[) UCT INSULATION SYSTEM NAME DUCT.TYPE (Supply Return, etc.) ........ DUCT Lc:>CATION · (Roof, Plenu·m, etc.). u-11,1t...1~ ~L,.}i-kq. ,, DUCT TAPE ALLOWED? . '( N • D(Zl DEJ- DD DD DD oo· oo: DD DD 0.0 OD OD DD 0-D !DATE·· -·. --4-~-41 _ DUCT'INSl;JLA TION R-VALUE r<--2,1 p.. ... 7-., 1 . .. •· ·-.. PIPEINSULATION ·. -·· · .. -, -· · ·.:-:_ ·., -:·. -,--_, .. , ·.·, . .-..... _ .. ,'/ ,:::·· · . .-_: .. ,.:.·, .. ·,:--. ..-·-+T SYSTEM NAME . NA ' ·-· ' -· PIPE TYPE (Supply, Return, ·etc.)_ IN~ULATION REQUIRED? y N DD DD DD DD DD tJ-D DD. DD .oo. NOTES TO FIELD -For Building Department Use Only , Nonresidential Compliance Fom, . Janu~ry 1995 / MECHANICAL SIZING AND FAN POWER MECH-2 PROJECT NAME SYSTEM NAME NOTE: Provide one copy of this form for each mechanical system when.using the Prescriptive Approach. SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS:-- -• OUTDOOR, DRY BULB TEMPERATURE· (APPENDIX C) • OUTDOOR, WET BULB TEMPERATURE (APPENDIX C) · • INQOOR, DRY BULB TEMPERATURE (APPENDIX C) 2. SiZING: • DESIGN OUTDOOR AIR 1 · 1-;;~. CFM (MECH 4;,COLUMN 4) • ENVELOPE LOAD • LIGHTING WATTS/ SF (LTG-2). DATE -2'-47 FlOORAREA U$0 .. @ COOLING ~~ f, f.:;1 1$ 11) I -. ·• 1,4g1 exPO ,otJO !;q,sco 11t&·fl . . • PEOPLE • MISC. EQUIPMENT # OF PEOPLE (MECH4;COLUMN E) WATTS/SF Lic9(!}o .~,,~ • OTHER • OTHER ( PROCESS LOADS, DUCT ) LOSS, INFILTRATION, ETC .. (Describe} (Describe) SAFETY/WARM l)P FACTOR MAXIMUM ADJUSTED L9AD {TOTALS FROM ABOVE x SAFETY/ WARMl,JP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAP.A CITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FAN POWER CONSUMPTION DESIGN FAN DESCRIPTION BffAK.EHP ~~ t-~ .. OTE: Include only fan systems exceeding 25.HP {see §144). Total Fan System Power Demand may not exceed 0.8 Watt&/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. Nonresidential Compliance F(?rm EFFICll:NCY MOJOR Df~JVE -- , ,,z.. I lltt/,1P I l~;);Oo' ··I I l#te,oO I * . . KBtuIHr . KBtu / Hr NUMBER · PEAKWATTS CFM OF.FANS. ij x:Ex746/ {C x O)_ . _ {Supply Fans) . ', .. ... TOTALS ---·. o-11 -i- TOTAL_FAN SYSTEM ·1 I POWER DEMAND _ _ WATTS / CFM Col. F / Col. G January 1995 _,,,, ·-'.''" MECHANICAL EQUIPMENT SUMMARY. MECH-3 OOLING EQUIPMENT . SYSTEM . MAKE AND DESIGN OUTPUT TOTAL NAME MODFLNO. (BTU/ HR) Dl=~IGN t:::FM .. Ae,,.-1 .~~w I th I a,t, 7t;c,o "t8rl.P00S '. -.. ' .. ~· . .-. .. RATED EFFICIENCY . UNITS A~LQWED ~iii-lb17 . . .. .. .. . .. -'- ., PROPOSED 10,.0 .ECONOMIZER IYINI [2g0 D·D DD DD .. . oo DD .DD DD OD DD DD OD DD DD DD HEATING EQUIPMENT · · · ·. . , :: . .. ·> __ . ->·· . .: ,,, : .· · · ·.. .. -· . ,.: · <··' SYSTEM MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BTU/ HR) ., UNITS ALLOWED PROPOSED /><,--7 .. ~~er,.. 4ty<.)D~&, _!44"1:oco /.-.ft.l6 : 1B% :13,0 /o .. . ' , .. , .. ,,,, .. ' ' .. ·-~·. ·~ . . .. ··-· Nonresidential Compliance Fortn January 1995 • -• l •• ;-: . ECHANICAL VENTILATION MECH-4 SYSTEM NAME .. . •.•. . . --? NOTE: Provide one copy of thil! forni for each me.chanical system, . ECHANICAL VENTILATION AREA BA~IS .. OCCUPANqY BASIS. REQ'D. SPACE NO. COND. CFM MIN. AREA PER SF CFM (SF). (BXC) NQ. MIN. OF CFM PEOPLE (EX 15) O.A. ·(MAX. OF DOR Fl OESIGN SUPPLY CFM i~?J-~:,t;O ii~ ~f;l qt? l~?O l~o ;ooo .. . .. .. . . .. ... ---:·""; ... .. . '" " .. . . - TOTALS (FOR MECH-'i) 'I • 40 Minimum Ventilation Rate per Section 5121, Table 1-F •. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC,:: Occupant Density. Must be greater than or equal to G, or use Transfer Air. DJ QJ vAv MINIMUM CFM LARGEST DESIGN TRANS- MIN. MIN. . FER CFM .CFM AIR ----- . .. If zone reheat or recool is used, I must'be less than or eqllal to c;;, or less than or equal to. Total Design CFM X 0,3, or less than or equal to BX 0.4, or less than or equal to 300·CFM, whichever is larger. . Must be less than or equal to I (if applicable), but no less than G, unl~ss'Transfer Air (KHs 1,1sed. Must be greater than or· equal to (G -H), and, for VA V; greaterthan or equal to (G • J). Nonresidential Compliance Form Jan_uary 1, 1995 CERTIFICATE OF COMPLIANCE .· Part1 ot2 ENV-1 PROJECT NAME I r::::,. . i.-v6t"' ~.t4-lo. . BUILDING TYPE PHASE OF CONSTRUCTION METHOD OF ENVELOPE COMPLIANCE BUILDING CONDIT)ONEb FLOOR AREA · ,~so·· cgJ NONRESIDENTIAL 'D HIGH RISE RESIDEN:rlAL '!XI NEW CONSTRUCTION : . D ADDITION CJ ALTERATION .. IZ] COMPON[::NT D OVERALL ENVELOPE ·. DATE~.,.e, ... C(1 . . . D . HOTEUMOTEL GUEST ROOM D UNCONDITIONED (File Affidavit) D PERFORMANCE This Certificate of Compliance lists the building features and performance specifiqations needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only°to buildihg envelop·e requirements. The Principal Envelope Designer hereby certifies that the proposed building design represented in 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 permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 14.0, 142, 143 or 149 of Title 24, Part 6, Chapter·1. rlease check one: D D I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible .for its-preparation; and that I am a civil engineer or architect. I affirm that I am eligible under the exemption to Division 3 of the Business and ,Professions Code by SeGtion 5537.2 of the Business a.nd Professions Co<;le to sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. I affirm that I am eligible under the exemption to Division 3 of the Business and Professions Code by Section ___ _ of the-------'-------'-.....:....-"""'-"-Cod!:) to sign this document as the person r!:lsponsible for·its preparation; and for the following reason: -------------.,.......----------'------'--------- PRINCIPAL ENVELOPE DESIGNER~ NAME SIGNATURE UC.NO. DATE ENVELOPE MANDATORY MEASURES .·. . · · :: ~.: .·. ·. -. :-·-~,'-. ,.:.·,>~t: · :.-,;:,?··.,<··.'; . .:: .. 0••· .··, • • • Indicate location on plans ·of Note Block for Mandatory Measures LI. --+,)>./X?__,_ __ 1~----,----~--------'' For detailed instructions on the us~ of this and all Energy Efficiency Standards compliance forms, please.refer to the Nonresidential \~anual published by the California Energy Commission. · ENV-1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV-2: Used for all submittals; choose appropriate versio-n depending on method of-envelope compliance. ENV-3: Optional. Use if default U-values are not used. Choose appropriate version for asser:nbly U-value to be calculated. Nonresidential Compliance Form ;CERTIFICATE OF COMPLIANCE Part2ot2 ENV-1 OPAQUE SURFACES . ASSEMBLY NAME (eg. Wall-1, Floor-1) ~~~1 h -· -1 ,~ ... . . INSULATION R-VALUE · (eg. R-19, R-~. etc.) . .. f<-11 .. 't<--fq ' CONSTRUCTION TYPE (eg •. Block, Wood, Meti;il) .. LOCATION/COMt.,ENTS: (eg. Suspend~ Ceiling, Demising, etc.) 61,.f~1or,... 'r,JJ....t..t.-. T(pfe,i,...L, •..:. ·····- .. ' .. .. ,:; .. ::·;····:;;:_--.····'°,:: i.lt@.Yt::t: ::~ ·_::•~:r::: .. ;:::~::T:· - _ ... .':-.:-... :-.. ; ....... : .':·.:.:.;.·.···\.· ... : .. ,.,:,.·; . WINDOWS. ·.· · · ·· . .':,~... . · ·· -· · · · .: :· ··. ·· ;_ ·· ··.·>· .. ·. ,·.!·:.':rJ .. _.;·:.·-..... :·, .. · · .. · . WINDOW NAME (eg. Window-1) µ -lJ tt·J DOW. ~-vJ I r-lrztrl - NO.OF PANFS l I U~VALUE ·FRAME TYPE (METAL,WOOD,ECT.) EXTERIOR SHADE? µ -~ ~ ' ~ . '. .. ,, OVERHANG CREDIT? tJ· N GLAZING TYPE (eg: Clear, Tinted) 1-----~--, ' :::.::::.:::::::.~:,::.:::.:.:.::.:.: SKYLIGHTS , · . . . · · . ·· · . · ·. · · :·· .. · ., · : .. · · · . · . · SKYLIGHT NAME (eg. Sky-1) NO.OF PANES U-VALUE ' FRAME TYPE NOTES TO FIELD -For Building Department Use Only SKYLIGHT MATERIAL (eg. Glass, Plastic, etc.) 1--------1 '-------'---' .•.•• 2-.,.:i:::;:;::::: .. ::::;:;.; ::::::.:::~:: ... :: .. :: ... t . ENVELOPE COMPONENT METHOD . . ENV-2 PROJECT NAME DATE l¼ot...1--\-19 ?A INDOW AREA CALCULATION SKYLIGHT AREA CALCULATION · .· GROSS WALL DISPLAY PER- 1'--A'-RE-'-A..;...(,_G_W_A..,_) --1,-,..:;-'-""'-c'-J--,---'J ,_IM_E_T_E_R~,(D_P~) --+-_£_CJ __ __, ATRIUMHEIGHT ~ FT GWA X 0.4 DP X 6 . ; t;,4 If the PROPOSED WINDOW AREA is greater.than the MAXIMUM ALLOWABLE. WINDOW AREA, then go to another · method. ASSEMBLY NAME (eg. Wall-1, Floor-1) l;J.A-<L.L- GREATER Of ~ . r -· MAXIMUM ALLOWABL!;: WINDOW AREA PROPOSED WINDOW AREA TYPE HEAT _ (eg. Roof, Wall,. Floor) · CAPACITY 1-----'--'-~----'-----l µ,~U- - r<os-~LIF>551 ALLOWED % = 05 ALLOWED % = . 1 :_I ~~-ixl l=l_ -~ ALLOWED% GR. ROOF AREA ALLOW. SKY. AREA· If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT AREA, then go .to another method. t-- ACTUAL SKY. AREA ASSEMBLY U-VALUE* TABLE INSLILATION R:VALUE* VALUES7 .. ' PRqPOSED MIN. A~LOVVED · . PROPOSED l'i'INI MAX. ALLOWED 11 11 ,v4_ .00 ·l& DD DD 1q .. 11 .. gro 1 0$ '01e, ' -. OD * For each assembly type, meet the minimum ins1,1lation 8-value or the maximum ass·embly U-value. PROPOSED RSHG · ORIENTATION -V-VALUE -#OF. OVl;RH_ANG PROP. N · E -s W PROP-.. · ALLOW. .PANES _ SC . H ' V Hiv . OHF. RSHG WINDOW NAME (eg. Window-1, Window-2) ALLOW •. RSHG -· l&O O O ,D ,_ ,7,7 -------'-I'. ,5f; 0 l8 D D t-t-,-. 0-1 --+-'--. "V?-'-----1 1 -: -_ '--~~- t----'-!---,.+--+---+----,--,-l DODD :DODD ~----------' SKYLIGHTS . ·. . .· · ·. · · . ·: · _, -. · ... ,.·. ,· / ·· · .. ,:--, ·_ ,· ·., -~. i •.· ·:- SKYLIGHT NAME GLAZING (eg. Sky-1, S!q-2) -. TRAN~LUCENT i-------,-----"--'---,----1 TRANSPARENT µp--. D Nonresidential Compliance Form D o- .o D ·····---o D D #OF U-VALUE SHADING COEFFICIENT PANES · p ROPOSl;D. ALLOWED PROPOSED ALLOWED · · January 1995 · CERTIFICATE OF COMPLIANCE P~rt 1 of 3 . MECH-1 PROJECT NAME L, 'ROJECT ADDRE'SS .:,:,.,:,., ................... "C.. ••••• w.w,:•:·.w.·. ;, .••.. , •..• ,,:,::.:,: ~----,---~~~~21:i~·:q'*.:... _I-r,1-· .lD~-~l-e14~~ol!_ :::.i.~~· :....._ __ --'---,-,--~~~~~.:::::p~----t;;~ Bi.JiLDIN!J CONDljTIONEO FLOOR AREA e,s .. 1 BUILDING TYPE ~ NONRESID~t-fJ:IA!-. D HIGH RISE RESiDENTIAL ·, .D . H0TE_UMOTEL GUE~T ROOM PHASE.OF CONSTRUCTION NEWC0NSTRUCTION D .ADDITION -OALTERATION D U.NCONDlTIONED FlleAtradavit . . . METHOD OF MECHANICAL . COMPLIANCE 1'2sJ. PRESCRIPTIVE . D PERFORMANCE' PROOF OF ENVELOPE COMPLIANCE ·o PREVIOUS ENVELOPE PERMIT l8J . ENVELOPE ·COMPLIANCE A TT ACHED STATEMENTOFCOMPLIANCE . -.· · · -·.-.. · .. This Certificate of Compliance lists the building features and perfonnance specifications needed to comply with Tit1e·24, Parts 1 and 6 of the California· Code of Regylations. ,:-his certificate applies only to .~uilding mechanical requir.ements·. The Principal Mechanical Designer hereby··cerlifies thatthe proposed ·building design repres.ented in 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 ,permit application. The proposed building has been designed to meet the mechanical requirements contained in sections 110 through 115, 120 through 124, 140 throug~ 142, 144 and 145. t'lease check one: D D I hereby affirm that I am eligible unde_r the _provisions of Division 3 of the Business ·and Pro.fessions Code to sign this document as the person respoh~!ble for its preparation; and thai I am a ~ivii engineer, mechanical engineer, or ~rchitecL I affirm that I am eligible under-the exemption to Division 3 of the Business SJid Professions Code by section 5537 .2· of the Business and Professions Code to ~·ign this document as the person responsible for .its preparation; and that I am a licensed contractor pr~paring documen~s for work th~t I have contracted t_o perform. I affirm that l ijm eligible under the ex~niption to Division. 3 of the Busi'n.~s~ and Ptof essjons Code by Section ___ _ of the ·. . Code to sign-this docurpent as the person responsible for its· prepijration; and for the following reason:-·----~------------------------------ PRINCIPAL MECHANICAL,DESIGNER ~ NAME • LlC.N0. DATE ~'-""~=---/>._,. MECHANICAL MANDATORY MEASURES · · . · · . Indicate location on plans of Note Block for Manqatory Measures J....._ ..... M ...... -"!'r;?O .... · =-----,11-: __ · --------------~ INSTRUCTIONS TO APPLICANT For detailed instructions on the use ofthis and aU ·energy. Efficiency Standa~ds compliance forms., please refer to the Nonresidential . Manual published by the California Energy Commission. · ' MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules qn plans. . MECH-2: Required for al! submittals; choose appropriate version depending oh m~thod of mechanical complianc~. MECH-3: Required for all submittals, but form does not have .to be completed jf location of mec.hanical equipement schedule is indicated. on the form per-Section 4.3.3. . · · · . · · MECH-4: Required for ~II sublilittals unl~ss required outdoor ventilatioo rates and airflow~ are shown on plans per Section 4.3.4 .. Nonresidential Compliance Form -'""!>'-" ', '! ...... ~. ,. ... ·~ . ~~nuary 1995 CERTIFICATE OF COMPLIANCE Part2ot3 MECH-1 PROJECT NAME . . · l,~o-.L~·fD - ,· SYSTEM FEATURES · . · · - TIME CONTROL SETBACK CONTROL ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? ·- FAN CONTROL ... VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET_? VENTILATION OUTDOOR DAMPER.CONTROL? ECONOMIZER TYPE .. DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE I HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE I HIGH EFFIC.? . MAKE AND MODEL NUMBER .. I HEAT PUMP THERMOSTAT? -- ELECTRIC HEAT? VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL Sl.lPPL Y RESET? : HIGH EFFICIENCY? s /\Jonresidential Compliance Fonn -tt,-t11rr1~·,t 1---,-,.,.~'--,------'-----l ~ ___ rt_· --'-------I 1-----------"--'----I ---,t···-~ tr·<.. .:._.:--·····x·:·.<:x::· 1------------.----1 "),. .J 1---------'-'----I -.. - ' :J:·--·J{-·1:J{{ ', . }_ .·:.:·., :· ,,~. ..... ' ,·_·_·.-.,_.· .. ·.·._::.·.·:.··-. -·::::;,.-:::.::_:::.:::::.: .... :. :tJ:.:~.: ........ U .:, .. _:, .. ,:::::,::::,:.:.:.,,:.,,,,,,. CODE TABLES: Enter code from tal:ile 6e1ow inio colunins·aboVl! . I .. TIME CONTROL SETBA<;K CTRL. ISOLATION ZONES . FAN~ONTROL S: Prog .. Switch · l:i: Heating , Enter number of. I: Inlet Vanes .. O: Occupancy ·sensor C:Cooling Isolation Zones. P: Vilnable Pitch ·. 'M: Manual Timer B: Both V;VFD .Y:Yes . ' 'O~Other C:Curve N:No - VEr,J:i"ILATIQN OU'foc;i'QR DAMP.ER ECON0MIZER o.A.CFM · B: Air Balance A:·Auto .. -A:Air Enter'c;>utdoor Air -. C: O~side Air Cert: _ ;G: Gravity ·w:Water. CFM. . ., M:· Out. Air Measure N: Not Required Note: This shali:be no D: Demand Control less th_an Column G on N:Natural MECH-4. ) .. ., -~ .. January 1~95 ' ' -~ ,,.. ~ CERTIFICATE OF COMPLIANCE . Partaot3 MECH-1 UCT INSULATION · --SYSTEM· NAME lh:>-10. :,,.•·.:·- . · DUCTTYPE (Sllpply-Retu.m, etc.) DU.CT LOCATION · (Ra<;>f, Ple_nun:i, etc.) . ft.eM,Ll.YJ1'. 1-----4-i--""-'-,,-,.-.-'-----l \ f---,-'-+--------1 .. v· ..,... . DUCT TAPE ALLOWED? . y N D~ D~· ·.o.o D~ 0~ oD· .DD. DD ob DD D·D- DD· OD· OD DUCT INSULATION ~-VALUE R-id. ~~'-,\ t<:-?,,\- .. R--1,,1- - PIPEINSULATION' ·· ·· ·· ··. · · .. ··· . ·.·.-... ,' .. ·.,· :--·· .··· · .:··-.·· ;;·:.>·' . .'· ... :.:.·,,: :-,\:- SYSTEM NAME PIPE TYPE (Supply, Return, etc.) " I-,---'----------,-----,----;----'--, INSULATIO~. ~EQUIRED? y N · DD· OD DD DD DD. DD ,· . ·o.o DO DD ·.·.·,·;,········:·-·,•,w.·,,·,·.•, :.:.:_;.-.:.:.:.:.:.:.:.,·.:.~·-·.:.· . ·::::::::.::::::::::::::::;::::·:· .. ;.:' ·······--~·-········-··:·:······ - NOTES TO FIELD -For Building Department Use Onlv . . · · Nor/residential Compliance Form. · January_ 199t ECHANICAL SIZING AND FAN POWER MECH-2 'ROJECT NAME ;ysTEMNAME l0TE: Provide one copy of thi's forni for oa~h mechanicai ~yst~m who~ using the Prescripti~e Approach. ---.. , ' ' IZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: . · -OUTDOOR, D.RY BULB TEMPERATURE -OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: • DESIGN OUTDOOR AIR -ENVELOPE LOAD • LIGHTING (APPENDIX.Cl (APPENDIX Cl . (APPENDIX Cl 'Sc:,a::, · 1 CFM. (MECH 4; COL!JMN 4)· .-----------," . .. · · WATTS/ SF (LTG-2) 1-----------1 FLOORAREA 2.qoo ....... c_oo_L_IN_G_ , :~lmG ·1 ~7-~ '---,-' _.__I. -,--·1° ____ __.I (,.t;, ()00 91.n)O '2,-f,·ooo ~-· ~- • PEOPLE • # OF· PEOPLE (MECH4;COLUMN E) %,~ 1-------------i -MISC, EQUIPMt;:NT WATTS/'SF :l;O.ooo -OTHER • OTHER , ( PROCESS !;CADS, DUCT ) LOSS, 'INFILTRATION, ETC .. . ~. H:@l<C. (Describe) /~,QOO .c=J. ~ ([)escnbe) SAFETY/WARM UP FACTOR· MAXIMUM ADJUSTED LOAD (TOTAL$ FROM ABOVE ·x SAFETY/WARMUP FACTOR) ' ~ 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLE[) CAPACITY EXCEEDS MAXIMUM ADJUSTED I.OAD, EXPLAIN · ... ~ ... , ... · AN POWER CONSUMPTION DESIGN FAN DESCRIPTION BRAKE.HP ~ L~t; ' ·" : ', NOTE: Include o'!ly fan systems e)!ceedlng 25 HP (see §144), . Total Fan System Powar Demand may notexceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for VAV systems. · Nonresident/al Complance Forrr:, . ·. [ID . · EFFICIENCY . MQTOR DR!VE ,,.,,.... TOTAL~ ·r ,i70,~J I :~(1,o~ I -~~-- 1 2-1~ I iTn) I t -14-'1,ouu I l<Btu I Hr l<Btu / Hr '@] .. ·NUMBER PEAKWATTS CFM QF.FANS B ·x Ex 746,/ (C x D) (Supply_ Fans) ,,,• ,. ., " TOTALS t _· 11 )· TOTAL FAN SYSTEM ·1 · 1 POWERDE.MAND. . . WATTS/ CFM Col. F / Col. G ., . ,,.,.., .... -ECHANICAL SIZING AND FAN POWER MECH-2 'ROJECT NAME WSTEMNAME . . DATE . 1,:5'·'11. FLOOR AREA s ~OTE: Provide one copy of-this fq_rm for each mechanical system when using the Proscriptive Approach. IZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: -OUTDOOR, ORY BULB TEMPERATURE • OUTDOOR, WET Bl/LB TEMPERATURE. -INDOOR, ORY BULB TEMPERATURE 2. SIZING: (APPENDIX Q) (APPENl;>IX Cl (APPENDIX Cl _c_oo_L_IN_o_ I HEATING I b? ';·&. [p; 10 · • DESIGN OUTDOOR AIR -··I (tfg,o: CFM (MECH 4;:COLUMN 4)· ·.,_- • ENVELOPE LOAD . • LIGHTING 1-----i WATTStSF (LTG-2) _ (o'-1, . • PEOPLE # OF PEOPLE (MECH4;COL)JMN E) l9 sro 1-'----,-.,....,,..,-----1 • MISC. EQUIPMENT • OTHER • OTHER ( PROCESS LOADS, DUCT .) LOSS, INFILTRATION, ETC;, SAFETY/WARM UP FACTOR WATTS/SF (Describe) · (De~ribe) MAXIMUM ADJUSTED LOAD (TOTALS FROM ABOVI; x.SAFETY/WARMUP FACTOR) 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY l;XCEEDS MAXlfy1UM:· ADJUSTED LOAD, EXPLAIN AN POWER CONSUMPTION DESIGN FAN DESCRIPTION BAAKEHf ~A. .t-i-5 t .. OTE: Include only fan aystem1 exceedlng25 HP (see §144). Total Fan System Power Demand may not,excoecl 0.8 Watt&/CFM for constant volume systems or 1.25 Watts/CFM ·for-VAV systems. ' ' Nonresidential Compiance Fonn @r . ·. [Q]- EFFiCl!:N9Y MOTOR DRIVE . . . ---~ r ~ TOTALS I &4fl'"O 11 f$tio:ci ·.~.~ l1i,.~ 11.rt,rfN KBtu/·Hr -·· KBtu/ Hr ' @] '. .NUMBER PEAKWATTS CFM OF FAN~-B.xEx746/(CxD) · (S!Jpply Fans). . . .. • TOTALS I r 1 ,. TOTAL, FAN SYSTEM I . I POWER DEMAND _ . -WATTS./ CFM Col. F / Coi. G J.anuary 1995 . .., MECHANICAL EQUIPMENT SUMMARY. MECH-3 'DATE . ·· 'j-B-~1_ J OOLING EQUIPMENT · SYSTEM MAKE AND ·DESIGN OU.TPUT TOTAL ~Tl;D EFFl<;:l!;NCY ECONOMIZER NAME·· MOQELNO. ---(BTl;I / H_R) . Dl=~IGN·CFM _ UNiT$ ALLQWED PROPOSED I YIN.I /4-.H--1 ~m~ i,~ 0(-(.. t-1<t,Jll'u .1-i..,d)V . -~ _· p.,:.s 9 ,'D go ·-· ---.. DD Hf'-10. CX41.l~ ~tt-J'foo"'). 1~,/J)A.:) ('1-~ D~ .oo-. DD DtJ DD DD DD DD-. DD . . . oo· DO DD-, ' DD HEATING EQUIPMENT .. . •' .·-... .. .. .. • . . SYSTEM MAKE AND DESIGN OUTPUT RATED EFFICIENCY NAME MODEL NO. (BTU/ HR) UNITS ALL(?W~P ,, PROPOSED .. . Al-\ .. 1 4,$..~t~ '?~~&>t(:> .:24t:f,{N1) l.op 7. ·,<9 3·,o ' . +\?-10 a.., -.... _ !. G-'f\.-' -!b·H-J 1:007 ..r, (j)p 3,o .. 3,o rtN'O ... .. .. ...... ·-.. : ·,,,. .. ' ., . .. ' . ' ., ... "·····-. - -. -.. .. -· . ',,.,. .. ' \ Nonresidential Compliance Form ; January 1995 -.. --~--...... ~ ,r:c ' ' I l ; ·ECHANICAL VENTILATION MECH-4 OTE: Provide one copy of this forn, for each mechanicai system. ECHANICAL VENTILATION {[] [Kl [g]' [BJ SPACE NO. AREA BA.SIS COND. CFM MIN. AREA PER SF· CFM. (SF) (BXC)' occupA_N(?Y BASiS .-,.~e~·o, NO. ·-MIN. O.A. DESIGN OF·. CFM (MAX. OF SUPPl,.Y PEOPLE (EX 1'5) DOR I") CFM 110 t1~ .15 4~$ "Z-~-(ln"'b t;::,.:::o 1iooo · .. - . TOTALS (FOR MECH-2) I 2.!t> Minimum Ventilation Rilte:per Section _§121, Table 1-F. Based on Expected Number of Occupants or at least-50% of Chapter 33 UBC Occupant Density. Must be greater than· or equal to G, or use·Tr!lnsfer Air. OJ QJ [R] VAY M.INIMt,M CFM " .LARGEST DESIGN TRANS- Ml~. MIN. . FER CFM .. CFM. AIR --· - If zone reheat or recool is used, I rnust be less than· or equal to G, or less than or equal· to Total Design CFM· X 0,3, or les$,·than or equal . to BX 0.4, or loss than or equal to 300 CFM, whlcheyer is·larger. . · Must be less than or equal to t (if applicable), b!,lt no less -tha_n G,, unless T!ansfer Air (Kl is used. Must be greater than·, or equal .to (G • H), and, for VAV, greater than or equal ·to (G -J). \ . -' j lonrssidsntial Compli,nce Form Jan',JB,Y 1, 1995 . . ·-·~ ·.:-· I I I i : I I I ! I I ECHANICAL VENTILATION MECH-4 .. .. . ·. !DATE . . . 1· wJecT NAME . . .. . . (~Mob') • :rz,l:y:rr '1-B Cf.? . '(-S-TE_M_N_A-ME-· ~;:_;u..n~,e:_,wlkt4~:.MD:;._:a:~~·~,..~~D-..,.,__.:.;_,...l~=-"-,-i....,-+,=,:~--,.--~-------'----'---'--'---'--'-----' · nr-i" OTE: Pr9_vide one copy of t!,is fo~n'I for eac~ mechaniQ!II system. ECHANICAL VENTILATION .[KJ OCT [fl Tm [BJ AREABA;SIS OCCUPANCY BAS.IS REQ'D •. SPACE NO. COND. CFM MIN. AREA ·PER-Sf CFM (Si:) (B XC) NO •. ·· MIN. , O.A, DESIGN OF CFM (MAX. OF ~UPPLY PEOPLE (EX 15) 'DOR Fl CF!-1 ,o ¥1a:\' /tfe:ic; .. , c;. ~'Z-;> 13a 1-c:,~ 14go iiq-e,o ·- - " .•. ; . . , '. - ... . ' ' TOTALS (FOR MECH~2) .1 · I"£> .1 Minimum Ventilatiol) Rate pet-Section 512l, Table 1-F. Based on Expected· Number of Occup·ants or. at least 50% of Chapter 33 UBC Occupant bensi°ty. Must be greater than or equal to G, or use Transfer Air. II] VAY MiNIMUM CFM L:.ARGEST, DESIGN MIN. MIN. CFM CFM· -- -.. TRANS- . FER -. AIR - If zone reheat or recool is u~ed, I must be lesi; than or equl:il· to G, or less than or equal· to Total Design CFM X 0.3, or l'ess tha)'i or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. · · Must be less than or equal to I (if applicable), ·but no less than· G, unless Transfer Air (Kl is used~ Must be greater than or equal to (G • H), an~, for VAV, greater than qr !lq~al to (G • J). \ j -• I lonresidential Complianc11 Form Janua,ry 1~ 1995. CERTIFICATE OF COMPLIANCE Part 1 of 2 ENV-1 BUILDING CONDITIONED FLOOR AREA > ... BUILDING TYPE ®. NONRESIDENTIAL D HIGH RISE RESiDENTIAL D HOTELJMOTEL GUEST ROOM _, PHASE OF CONSTRUCTION !Z.1 NEW CQNSTR'UCTION D ADDITION D ALTERATioN 0 UNCONDITIONED (File Affidavit) METHOD OF ENVELOPE COMPLIANCE l&1 COMPONENT D OVERALL ENV:Et.OPE · D 'PERFORMANCE This Certificate of Compliance lists the bt.iiiding features and perf9rmance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code 9f Regulations .. This ce~ificate applies only.to building envelope requirements.· The Principal Envelope Designer ·hereby certifies that the prop-os·ed building design represented in this· set of-construction documents is consistent with the other compliance for.ms and worksheets, ·with the specifications, and with any other calculations-submitted with this permit application. The proposed building has been ct:esigned to meet the, envelope requirements contained· in sections 11 o, 116 through 118, and 140, 142, 143 or ·149 ofTltle 24, Part 6, Chapter 1. r'lease check one: D D I hereby affirm that I am eligible under .the provi$ions of Divisiq·n 3 -of the· Business ancf Professions_ Code to sign this . document as the person responsible-for its preparation; and that I am a· civil ·engineer or architect. I affirm that -1 am eligible under the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the Business and :Professions Code to sign this document as the· person responsi~_le for its P.reparation; and .that I am a · licensed contractor preparing documents for work that' I have contracted to perform. · · I affirm that I am eligible under the exemption to Division 3 9f tli$ Bus(ness and Professions· Code-by Section ______ _ of tlie . Coc::f.e to sign this document as the pers<;>n responsible for ifs preparation; and forthe following reason: ---------------'--------'---..,..,...---'-------------,----- PRINCIPAL ENVELOPE DESIGNER -NAME SIGNATURE. LIC. NO, DATE ENVELOPEMANDATORYMEASUREs·-·,_: ·. · ... , ::i .... : :.,._.-_ .. : {_.:·.·.:.~,:,·.,··.· .. ··:':.~\::.-·.::;1:·-·.·<.-,·.: .,.· '-·> ,.·· ,.· Indicate location on plans qf Nole {31ock for Mandatory Measures .. ._l--"-....... A-'.-~-'-·.~--+-1----,..------'---,~~---- . . For detailed instruct!ons on the use of this and .all .Energy Efficiency St~rndards .complia11ce forry,s, please. refer to the Nonresidential '~anual published by the California Energy-Commission. ·· ENV-1: Required on plans for all submittals .. Part 2 may be incorporated in schedulei, on plans. ENV-2: Used for all submittals; .choose appropriatlrversion d~pendin·g on method of envelope compJiance. ENV-3: Optional. Use if default U-values are not used. Choo~e ·appropriate version .for assembly U-value to be c,alculated. \ . . ' Nonresidential Compliance Form ,, ,. .. lo'..' •• , RTIFICATE OF COMPLIANCE Part2ot2 ENV-1 ROJECT NAME <. • I DATE ' . , l __ __:;\..,=S4,::+=· O:....!::ke.L...:' -H~O~_fM.;..-;;.' :~_:t...:...:;...·?~~L....:----...=cet+:...~...\-=-'~w~. _--'----~,---_.;._-:----'--,-'-~i-..;;~e;..,..._~_,_4-7.__' --, .. . ·---· PAQUE SURFACES · . - ASSEMBLY NAME INSUL.ATIONR-VAl.UE· · CON~TRUCTIONTYPE LOCATION/COMMENTS; . (eg. Wall-1, Floor~1) (eg, R-19,_R-22, etc.) · (eg. Bkick, Wood, Metal) (eg, Suspen~ed Ceiling,.Oemising, etc.) r-lb-U..-1 :R.-11 --. ·t&MeH1 - t::>t..fu: -'l"'t?t2--.. ~ ~, c:tL---~~U, _.·;,,:~:C--t\:.t 0 ----1 ,.,,......, .. fZ-14: ' jdDOP . .. 11P t·t'.'.At..-. ..~. •, , . I .. -. , --.. .. -' . ' .. ---_, . --, --, -, . INDOWS ·· ... · · .. ·.,-:... . .. . · ·. _,_:· .·!·_,:·: ·' .. ·· ··:-: ·· .-;.--.. ~-:·: .-_.. ,:·.':;,, ... ;·: .. , ... ,·,·._ ··.·". -... --. WINDOW NAME NO.·QF u~VAlOE (eg. Window-1) PANE~ N-~1}-1~ 1 JDI I . . ., ·- FRAMETYPE. :(METAL,WOOD,ECT.). He-~k. .. EXTE:RIQR $HAPE? - OV~RHANG GREDIT? 1--'---,-.'-'----t GLAZING TYP.E (eg. Clear, Tint!!d) ~~- .-.. ,, SKYLIGHTS . . · . . - · ·· ·. · : · .... ·. -· · -·,_···" · ·· . .··· SKYLIGHT NAME' (eg. Sky-1) i-Jf- NO. OF -U-VALUE PANE~ I F~ME TYPE SKYLIG!:IT MATERIAL (~, GI~~: Plastic,.etc.) GLAZING TYPE _ (eg. Clear,. etc.) ., ··:. ",.,, :•::·· _J ,, r ,, ENVELOPE COMPONENT METHOD . ENV-2 INDOW AREA CALCULATION SKYLIGHT AREA CALCULATION · · ,. ·· GROSS WALL . ,>,. I"'_, -, _ A.REA (GWA) '~~ ,t,, DISPLAY PER~· IMETER(DP) - GWAX0.4"-10-v:; . DP-X6 '------,---_J,.--.,....a--,--,..J . ~..-'---'-_"'. :·-'--------'-'' GREATER OF lfthePROPOSED -~ WINDOW AREA is · · • . greater than the · · · · ·r _D.1-$ _ _ · MAXIMUM ALLOWABLE . ·1 WINDOW AREA, then go to another · method. MAXIMUM ALLOWABLE WINDOW AREA PROPOSEQ WINDOW AREA ATRIUM ;G::.: =fc,.~ss1 ALLOWED % = 05 ALLOWED % = .1 . I . ~---,------,--,--., . I '1, . ,-- ·.___I --'--.,--...J. I x ·I I = ,--1 --, ALLOWED % . GR. ROOF AREA ALLOW. SKY. AREA If the-ACTUAL SKY.LIGHT AREA is greater · than the ALL:OWED SKYLIGHT AREA, then go-to another method. ~]> . ~-I ACTUAL SKY. AREA OPAQUE SURFACES·~ . : ,, . ·. . . --. :.-.. . ··.. , -·,-·. - · ::,,;. ·. ' ... -., ',-: :> v· ·<~.--·· . :. -~-" .": .:: . . ··. · .. :. · · ·.:. · .;,: .. ·, ASSEMBLY NAME (eg. Wall-1, Floor-1) A~_SEMBLY U-VAL,UE* . TABLE TYP(;: HEAT INSl,JJ.A TIPN .R~VALU(;:* VALUES? .. '• ·, (eg. Roof, Wall, FIC?or) ·cAPAGITY PR(?POSED. MIN. -A~LOWED· . ~Repose~ I y l'N I MAX. A!-LOWED -I f -\ \ ,oq, ·J~O· ,lb. . ,. -DD ,_... .. \1c /'I .05 -~D .·01B o·o : '. DD ~ For each assembly-type, meet. the minimum insulation R-~alue or the .maximum assembly LI-value. •. WINDOWS:·.:;···. : .,.·· · . ·· -,: ,:.', .. :-·-. · · .. .. · .. ·.-·:. · ::.,:---,.· .· ·. :., ... : :_:.·: ... ,.:,.-:::t-·-'· ·,: ~ .. -.... _..-.,_., ·· ·-,::·.!-.-:·:. WINDOW NAME (eg. Window-1, Windov,,-2) :e, ... µ,iJ~ ' ' QRIENT:ATJON N E S W o~o·o DDD·D DODD DODD V-VALUI; P.ROP.'. -AL~ow. l~Q\ .l • '? . . : .... #OF PANES 1 PROPOSED RSHG .... OVERHANG PROP. ALLOW. SC· H V HIV OHF RSHG RSHG i.S& .. ,11 .. . . SKYLIGHTS . ·. . ,· ·. . · ·. · . :. , · : · ,···, · · . ·. · . · ·. . .. ,_: ., - SKYLIGHT NAME GLAZING (eg. Sky-1, Sky-2) TRANS~UCENTj TRANSPA~ENT ~f.. D ·o D .. .-.. o. D D .. o· D . . Nonresidential Compliance Form #OF PANES. . 0-VALUE PROPOSl;D ALLOWED .. .. .. ,. .... , .,.~,. -,, SHADING.GOEFFICIENT PROPOSED. ALLOWED. January 199.5 1, \ I .. . ; CERTIFICATE OF COMPLIANCE Part1 of3 MECH-1 DATE BUILDING TYPE gj NONRESIDENTIAL f ._ 0 HIGH RI.SE RESID.ENTIAL o· HOTEIJMOTEL GUEST RO-OM PHASE OF CONSTRUCTl0N NEW CONSTRUCTION O ADDITION 0?,LT_ERATION-· D UNCONDITiONED File Affadavit METHOD OF MECHANICAL COMPLIANCE 12). PRESCRIPTIVE 0 PERFORMANCE PROOF OF ENVELOPE COMPLIANCE D PREVIOUS ENVELOPE PERMIT _l8J ENVELOPE COMPLIANCE ATTACHED STATEMENT OF COMPLIANCE . · . , , .,, , · · . · · · · ,. -.. , This Certificate of Compliance lists the building features anq performance specifications needed to comply with.Tjt1e·24, Parts 1 and 6 of the Califc;,mia ·Coqe of .Regulations. This _certificate applies only to-building mechanical requirements. The Principal Mechanical Designer hereby certifies that the proposed building design represented in this SE?t of constructio documents is consistent with the other compliance forms and worksheets, with the sp(?cifications, and with any other calculations submitted with this _permit application. The proposed building has been ,designeq to meet the mechanical requirements contained in sections 110 through 115, 120· through 124, 140 tnrough 142, 144 and 145. Please check one: \()·· I hereby affirm that I am eligible und·erthe provisions of Division 3 of the Business and Professions Code to sign this-__ document as the perso_n res'ponsible for its preparation; and_ that I am a civil engine.er, mechanicileti'gineer, or architect. · D ' ' I affirm that I am eligible under the ex~mpUon to Division 3' of the Business and Professions Code· by Section 5537.2 of the Bllsine§s and Professic;,ns Cooe fo sign this document as the person responsible for its preparation; and that I am a licensed contractor preparing documents for work that I have contracted to perform. · ~n to Division 3 of the Business and Professions Code _by Section--,---- -------------------Code lo sign this document as the person responsibl~ 'for its preparation; and for the following reason: --,-,----------'----"----,----'---.,...--..____,.. ___ _ PRINCIPAL MECHANICAL DESIGNER -NAME Sl.GNATURE LIC. NO .. DATE t_..i:;;;-L«""t~ A,. Indicate location on plans of Note Block for Mandatory Measures INSTRUCTIONS TO APPLICANT · . · '· For detailed instructions on the use of this and all Energycl:fficie~cy Standards complic1nce forms, please refer to the Nonresidential Ma,nual published by the California l;nergy Commission. · MECH-1: Required on plans for all submittals. Parts 2 & 3 may be incorporated in schedules on plans. MECH-2: Required for all submi~als; c_hoose· appropriate vers'ion depending on. method of mechanical compliclnqe. MECH-3: Required for all submittals, but for,ni does not have to be completed if location of mechanical equipement schedule is indicated on the form per·Section 4.3.3.. . ,# ti.a "17/f777 MECH-4: Required for. all submittals unless required outdoc,r ventnation rates and arrf)ow,s are shown~~ipe{ ~~i(/4'.:!.4 . ._N_on_r_eS1_'d_en_fi_'af_C_om_pli:....1_·an_c_e_Fo_rm _______________ "'...:·:',_'·_•:_ .. _·· _· ·_· _· ·_·._;;_,-·:-..:.·,-_··' __________ __:January 199_5 CERTIFICATE OF COMPLIANCE Part2ot3 MECH-1 PROJECT NAME DATE SYSTEM FEATURES . _ , ... 1 1 ~-->--'-'-----c'---c~~-_, MECHANICAL SYSTEMS .__jsY_sT_EM_N_AM_E ____ ___,.,_ _ H:P-1 IL I .__I ---'-------' TIME CONTROL ~ _ SETBACK CONTROL NA ISOLATION ZONES HEAT PUMP THERMOSTAT? ELECTRIC HEAT? · FAN CONTROL VAV MINIMUM POSITION CONTROL? SIMULTANEOUS HEAT/COOL? HEAT AND COOL SUPPLY RESET?· VENTILATION OUTDOOR DAMPER CONTROL? A ECONOMIZER TYPE DESIGN AIR CFM (MECH-4, COLUMN H) HEATING EQUIP. TYPE HIGH EFFIC.? MAKE AND MODEL NUMBER COOLING EQUIP. TYPE HIGH E_FFIC,9 N MAKE AND MODEL NUMBER I CODE TABLl=S: Enter.code from taole below info columns above . . TIME CONTROL ,. SETBACK CTRL. ISOLATION ZONES HEAT PUMP THERMOSTAT? .. S: Prog. Switch H: Heating . Enter number of. ELECTRIC HEAT? . ·. O:. Occupancy Sensor C:Cooling Isolation Zones. M: Manya( Timer B: Both VAV MINIMUM POSITION CONTROP Y:Yes N:No SIMULTANEOUS HEAT/COOL? VENTILATION . OUTDOOR DAMPER. . ECC>NOMIZER HEAT AND COOL SUPPLY RESET? . B: Air Balance A: Auto A:Air .C: Outside Air Cert. G: Gravity ·w:water ' HIGH EFFICIENCY? " , .. M: Out. Air Measure N: Not Required .. D: Oemanq Control N: Natural . . .. I Nonresidential Compliance Form :''_':':·:;:·::···:·:·:·.:·:::·=.::=:· .:::::,:,:::::t.L::.:::.:·:·::;:,:: I FAN CONTROL I: Inlet Vanes P: Variable-Pitch V:VFD O: Other C:Curve O.A. CFM Enter Outdoor Air CFM. Note: This shall .be no less than -~olumn G on MECH-4 . ~ Janu,ary 19951 CERTIFICATE OF COMPLIANCE Part3ot3 MECH-1 I PROJECT NAME · · ~~o l.#IP· ~ f-t.fsk~·,tkb:D-t:z~t..o ( f€tk4k) · "- UCT INSULATION SYSTEM NAME .. SYSTEM NAME DUCTTYPE DUCT LOCATION . (Supply Return, etc.) {Roof, Plenum.,-etc:) •- ?(.\Pf.?L,. "( i"l..S:N L\-t-1 ~~~ t\..e~l\-H -. .. .. .. ., ... - PIPE TYPE (Supply, Return, etc,). . NOTES TO FIELD -For Building Department Use Only I Nonresidential Complia;ce Form DUCTTAPE · i------'---. ALLOWED? DUCT INSULATION )roh{rcf Y N R-VALUE //Fl~_LP.}) Dl8J 0]8] DD DD DD ---oo --_o D D_D DD DD DD DD- OD DD INSULATION REQUIRED? y N DD DD ·D·D DO DD DD OD DD OD January 1995j I- ~MECHAN.ICAL SIZING AND FAN POWER MECH-2 PROJECT NAME I a::;,.- . ~D~~lh SYSTEM NAME : NOTE: Provide one copy of this f~rm for each mechanical system when using the Prescriptive Approach. ,SIZING and EQUIPMENT SELECTION 1. DESIGN CONDITIONS: . • OUTDOOR, DRY BULB TEMPERATURE • OUTDOOR, WET BULB TEMPERATURE • INDOOR, DRY BULB TEMPERATURE 2. SIZING: -DESIGN OUTDOOR AIR -ENVELOPE LOAD -LIGHTING (APPENDIX C) (APPENDIX C) '{APPENDIX C) CFM (MECH 4; GOLUMN 4) ·WATTS I SF (LTG,2) 1-,---~-i DATE 1--5 ,..41 FLOOR AREA ,,~.,. ,__c_oo_L_IN_G_ ~. 7o 1,40 -PEOPLE ·,I/,, .,,. ~ # OF PEOPLE (MECH4;CO[UMN E) -MISC. EQUIPMENT -·WATTS I SF· -OTHER -OTHER ( PROCESS LOADS, DUCT )- LOSS, INFILTRATION; ETC .. -~--'-I _ Fi+l H6t!o.T . ( 7f) · (Describe} . F~t-4 .lt6/2.t° (ff) (Describe) . TOTALS ]I i,:;s 11 ?~,01.f'I · 1 SAFETY/WARM UP FACTOR MAXIMUM-ADJU~TED LOAD (TOTALS FROM ABOVE x SAFETY/WARMUP FACTOR} ~--1.4'" ~ 4'1i.~Z 3. SELECTION: INSTALLED EQUIPMENT CAPACITY IF INSTALLED CAPACITY EXCEEDS MAXIMUM ADJUSTED LOAD, EXPLAIN FAN POWER CONSUMPTION D!:SIGN FAN DESCRIPTION BRAKEHP ~A. ~~s, NOTE: Include only fan systems exceeding 25 HP (see '§144). Total Fan System Power Demand may not exceed 0.8 Watts/CFM for constant volume systems or 1.25 Watts/CFM for 'ii AV systems. Nonresidential Compliance Form -· ·. [Q] EFFICIENCY MOTOR D'RIVE . - ,. . -¥ I. b7. ~(;() I I· (J11 ·t:JPO I : . KBtu / Hr KBtu / Hr ~- Nl,JMBER PEAK-WATTS CFM OFFANS 8 x E x 7 46 / (C X D) (Supply Fans) , .. TOTALS l 11 ~---~ TOTAL FAN SYSTEM I POWER DEMAND _ WATTS/CFM ~c-~-'----F-/'-Co-1.-G ...... January 1995 MECHANICAL EQUIPMENT SUMMARY. MECH-3 I PROJECT NAME · . . . . . ~tqo ~AtJ o ~ ihf?-1.h ~P P-UFbG? L~lt-.) COOLING EQUIPMENT . SYSTEM NAME .. 1 MAKE AND · . _ tv10DELNO. DESIGN OUTPUT TOTAL (BTU/HR) . RATED EFFICIENCY UNiTS Al,.LOWED PROPOSED Be. \O RATED EFFICIENCY ECONOMIZER y N !8JD DD DD DD DD DD DD DD DD DD DD DD DD DD DD SYSTEM NAME MAKE AND MODEL NO. DESIGN OUTPO'r (BTU I HR) UNITS ALLOWED PROPOSED H -1 .. ti,. ()00 ._.,/ Nonresidential Compliance Form ,!anuary 1995 l MECHANICAL VENTILATION MECH-4 PROJECT NAME · SYSTEM NAME I NOTE: Provide one copy .of t~fs form for ~ach. m~c~anical _syst~m. MECHANICAL VENTILATION .[fil .[fil .. AREA BASIS OCCUPANCY BASIS REQ'D. SPACE NO. COND. CFM MIN·.· AREA PER SF CFM (SF) (BXC) Nb. 'MIN. OF CFM PEOPLE · (EX 15) ·o.A. (MAX. OF DORF) DESIGN SUPPLY CFM 101 \Ii~· -~---~~ ,Zit, ~~D ~?,O · i~oo. ., . ·- .. . . , .. - " ·. . . ' TOTALS (FOR MECH-2) , • -:li-. Minimum Ventilation Rate per Section § 121, Table 1-F. Based on Expected Number of Occupants or at least 50% of Chapter 33 UBC Qccupant D!!nsity. Must be greater than or equal to G, qr fJSe Transfer Air. DATE ~--S-4 7 [I] QJ.. VAV MINIMUM CFM LARGEST DESIGN· · TRANS· MIN. MIN. . FER CFM CFM AIR .--- .. ... • <N . . . . .. .. If zone reheat or recoot ·is used, I must bl'! ll'!ss·than or eq4al ti> G, or less than or equal to Total Design CFM X 0.3, or less than or equal to BX 0.4, or less than or equal to 300 CFM, whichever is larger. 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 -Hi, and, for VAV, greater than or equa! to (G • J). Nonresidential Compliance Form J(!nuary ( 1995 -... · I CERTIFICATE OF COMPLIANCE Part1 ot2 ENV-1 BUILDING CONDITIONED FLOOR AREA I~~- BUILDING TYPE . cg] NONRESIDENTIAL o· HIGH RISE RESIDENTIAL D. HOTEUMOTEL GUEST ROOM PHASE OF CONSTRUCTION · fZI NEW CONSTRUCTION o _ ADDITION O ALTERATION D UNCONDFflONED (File Affidavit) METHOD OF ENVELOPE tzl COMPONENT D OVERALL ENVELOPE COMPLIANCE D PERFORMANCE This Certificate of Compliance lists the btJilding features and performance specifications needed to complywith Title 24, Parts 1 and 6 of the California Gode of Regulations. Th.is certificate appU_es only ·to building envelope requirements. ' ' The Principal Envelope Designer hereby certifies that the proposed building design represented in thi.s set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet th·e envelope requirements contained in -se.ctions 11 O, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6, Chapter 1. r'lease check one: D D I hereby affirm that":! am eligible under the provisions of Division 3 OJ the Business and Professions Code to sign this document as the person responsible -for its -preparation; anc:! that I arn a-civil engiheer or architect. I affirm that I am eligible unde_r the exemption to Division 3 of the Business and Professions Code by Section 5537.2 of the· Business and Professlons Code to sign this document as the person respor:isible for its preparation; and that I am a licensed contractor preparing documents for work that I have co~tracted to pert'orm. I affirm that I am ~ligible under the exemption to Divi$ioli 3 oflhe Business and Professions Code by Secti'on ___ _ of the--------'-----"------Code to sign this document as the person responsible for its preparation; and for the following, reason:----------------'-------------------- PRINCIPAL ENVELOPE DESIGNER -NAME . SIGNATURE UC. NO: · DATE Indicate location on plans of Note Block for Mandatory Measures For detailed instructions on the use of this and all Energy Efficiency Standards complianpe "forms, please.refer to the Nonresidential \~anual published by the California En(:lrgy Commission. · ENV-1: Required on plans for ali submittals. Part 2 may be incorporated in sched_ules on plans. ENV-2: Used for all submittals; choose appropriate version depending on method ot envelope complf~nce. ENV-3: Optional. Use if def~ult U-values are riot used. Choose appropriate version for assembly U-"value to be calculated. Nonresidential Compliance Form CERTIFICATE OF COMPLIANCE Part2of2 ENV-1 I PROJECT NAME . . -·,DATE -. l .._. _. _ ____;_;L.¾c,,..,;:_. 4-"--0-=..,r.~....,....H~.o'--,_-·?-.=-~<-=1,..--=~-µ:~.__~--:·· ·_--~ru'--'-'+-pw,~ ___ {_-+-e;c=-·em-+-'--~-'-'--, t.....~)-r-· ----;,-,,---,----~: ~· '-1~-~"'----___,,~c!-'-7-. OPAQUE SURFACES ASSEMBLY NAME (eg. Wall-1, Floor-1) WINDOW NAME (eg. Window-1) N--vJ1t-1P~~ ~-v-ln-lt>o~ v.J -~ INOc>J,\I ~,.1',11..J~- . ..,_. INSUl,.ATION R-VA!-UE · (eg. R-19, R-22, etc.) ~-,, ~-14 -- .. NO.OF U-VALUE PANES 1 1 f 1 CONSTRUCTION TYPE (eg. Block,Wood, Metal) ~,.;rt?-,. !tlP&'t, ,, ·-· FRAME TYPE . (METAL;WQOD,ECT.) . . ·,· . .. .. . LOCATION/COMMENTS: . (eg. Suspended Ceiling, Demising, etc.) .. E;,<. -r,;~1 Ot2... 1r!1>-L.t.:.'. C • . ' 1'Y p I ~pi,.~ .. . .. .. .. EXTERIOR SHADE? OVERHANG CREDIT? GLAZING TYP.E (eg. Cle<Ilr., Tint~) tJ .. ~IZ- t-1 t,,~.A{4. f.l vLbAP-µ ~W-..i'-' .. ·' . SKYLIGHTS · · · ·. . ·· .~.. : · .' ·. ;. ·' -': SKYLIGHT NAME (eg. Sky-1) NO.OF PANES ., U-VALUE ' FRAME TYPE . . SKYLIGHT MATERIAL (eg. Glass, Plastic, ~tc.) GLAZING TYPE (eg. Clear, etc:) t-J/~ .. .. •. . I NOTES TO FIELD -For Building Department Use Only Nonresidential Compliance Fonn ·· I Januarv 199,; ' ' ·, -. ~: -,. ' . . ,, ENVELOPE COMPONENT METHOD _ . . ENV-2 I PROJECT NAME · l-t¾;ot..A~o t:AF-lhl?t--17--DO?U' (~\t--) _ INDOW AREA CALCULATION SKYLIGHT AREA CALCULATION · .. · · GROSS WALL DISPLAY.PER-20 ,_A_RE_A_(~GW~A) __ \_7~7-~ _ ___, 1-IM_E"'""'T_ER_..,_(D_P,_) --+--'7~-----i ATRIUM HEIGHT .~ FT GWAX0.4 71c;;> . DPX6 leo If the PROPOSED WINDOW AREA is greater than the MAXIMUM ALLOWABLE WINDOW ARE~. then go to another · method. · ASSEMBLY NAME (eg. Wall-1, Floor~1) . ~~---'---'' 1 G·~rOF 1 .. 1 . TYPE MAXIMUM ALLOWABLE WINDOW AREA PROPOSED WINDOW AREA --· HEAT (eg. Roof, Wall, Floor) CAPACITY v-J~u... - .... 0 -P-o~r-:. -. t <55',__J LIF >551 ALLOWED % .= 05 ALLOWED % = .1 I I ~~lx~I -~' =~l _ __, ALLOWED% . . GB. ROOF ARE.A If the ACTUAL SKYLIGHT AREA is greater than the ALLOWED SKYLIGHT,.~REA, then go to another method: · · · ... ·· ·· · ALLOW. SKY. AREA· $- ~'-_ __,I_ ACTUAL SKY. AREA :ASSEMBLY U-VALUE* TA6LE INSl/LATION R-VALUE* 'VALUES? ' PRQPOSEb-MIN. ALLOWED PROPOSED y IN I MAX. ALLOWED . . H 11 . 00\ ~o .I~ DD 1-<t 11 I o·,si [810 ,Ot!, D·o DD * For eac~ assembly ty~e, meet the minimum insulation R-value· or th~ maximum assembly U_-value. WINDOW NAME . (eg. Window-1, Window-2) U-VALUE . PROP:· ALLOW. Ji.of -,.i~ 1.01 ,.~~ 1..0' f,'-'?>· I .Pf , .. z;: .• #OF PANES · 1 1 1 t ,, PROPOSED RSHG OVERHANG PROP. ALLOW. -SC H V HN QHF RSHG RSHG ~~-i;c:.> I 0 ·1~ ,Si ,Se .ro ·~&'. .~g SKYLIGHTS.:, , . --· · ·. ,· · ,_ . · . ·: · ,_ '.···: .,, . · .... ~:-1::-,-/-· ·.:.;. :.-· ·· · .. : .. ·: -,_:. SKYLIGHT NAME GLAZING #OF U~VALUE SHADING_ COEFFICIENT (eg. Sky-1, Sky-2) TRANSLUCENT I TRANSPAREN.T. PANgs 'PROPOSED ALLOWED PROPOSED ALLOWED ~~ D D 'D '• ····--··EJ .. D D D D ... Nonresidential Compliance J=.onn · January 1995 ",-.' NOV-22-97 SAT 10:17 CITY OF CARLSBAD ·COMM DE FAX NO. 4380894 P.21 NON-RESIDENTIAL CERTIFICATE: NPn-Re~idential Land Owner, please read this option carefully and be sure yi;iu throughly understand the·options before signing. The option you choose will affect your payment of the developed Special Tax assessed on your property. This option is available only at 1he time of tt,e-first blilding permit issuance. Property owner signature is reqUirea before a building permit will be issued. Y cur signature is confirming U,e .aci;;urac.y of all parcel and ownership inforrnaticn shown. t.e'61JtAAJo ~f1J[eJ._A6 Name of owner s-,t!b /lve1J1/J,I/ eA,,,C,,/~ Telephone l U61J PRII/£ Address ------ ~ t& &to C4 f:/l,DfJ8 Carlsbad .. ----·- CA 9200 City Siate Zip Code City State Zip Code Assessor's Parcel Number, or _APN and Lot Number if nofyetsubdivided. '11-3&" rz. ,:s o \9 2.0 S""f ~s ee, B1-8':1 • sq Building Permit r-:iumber I I I I ' C - . fts cited by Ordinance No. NS-155 ~d ~opted, by the City Coum:i.1 cf tt:ie City of Carlsbad, California. tile City is authorized to levy a spi!l:ial Tax i~Community Facilities district No. 1. All non-residermal property, upon the issuance of the first building permit, shall have the option to (1) pay the SPECIAL DEVaoPMENT TAX ONE- llME or (2) assume the ANNUAL S~ECIAL TAX -DEVELOPED PROPERi't' for a periad not to excee1;Uw~n.h':__ __ five (25) years, Please indicate. your choice by initi"11ing·theapp_rcpriate fine-below: -=-~---- OP110N (1): OPTION (2): I elect to pay the SPECIAL DEVELOPMENT TAX ONE-TIME now, as a one-time payment Amount of One-Time Special Tax: $ J ~, 6'2..0 . Owner's Initials __ ,_,...__,.· _ ''.SPECIAL DEVELOPMENT TAXANNUALLY for a period not to exceed ) y~ars. Ma;icimum Annual Special Tax: $ \ CJ:l • 0 8 <..f • Owner . C I DOrlERl:6Y·CeR-TIF-Y IJ -eENAL::r:Y...OF-!='ERJURYTHATTHE UNDERSIGNED IS THE PROF'eRn' OWNER OF THE SUBJECT PROPE-RTY AND THATTUNDt:RSTANt'.rANcrw1tc.-·aoMPt:-Y-v.1TI=1-Tt=1E- PROV1s1ONs AS STATED ABOVE. Signaturep~ ·· Title ,., ,. a5i/e;V!J /-ltfGc /7?4?JJ-Z:/v. F'rint Name Date The City of Carlsbad has not independently verified me information shown abo\le. Therefore, we accept no responsibility as to the accuracy or completeness of ttiis information. RE;b+. l SI ci,q r:r O t-~e.Q. l ~ I q (l. r4 NON-RESIDENTIAL CERTIFICATE t' ~-4 l'·(1-=-41,,19.(l~ 1' l. ~~d. ~ '-~, ~2..0. '2" I- I I !:, -OCT-31-87 FRI 08:10 CITY OF CARLSBAD COMM DE JAX NO. 4380884 P. 05· NON-RESIDENTIAL CERTIFICATE: Non-Residential Land Owner. please read this option careflJIY anci be sure you throughly undersiand the options before signing. The option you choose will ~ec:t·your paymentofihe devl;)toped,Speciaj. Tax assessed-on yQur property. This option is available only at the 1ime t;Jf 1he first bUilding permit issuance. Property owner signature is req1Jired before a building permit will be issued. Your signature is confirming 1he accuracy of all parcel and ownership information shown. Name of Owner ~ -> ' 5 b c>o A V c)J ,. 0 ~ f-fv C \ N f\S . ' ~ ' ' Address g U (T£ I '30 City State Zip Code 2l\ -l o·e, -<D G\ o-e, telephone . t Lt?&o Project Address Carlsbad City Assessor's Pare~! Number, Qr APN·and Lot Number if not yet subdivided. Building Per~t Number \ 'D 12-t UG. CA 9200 9 State Zip Code As cited by ord,inanoe No. N~155 and acicpted by the City Council of the City of Carlsbad. Californiia, the City is authonzecUo levy a special Tax In Community Facilities district No.1. AU non-residential property, upon the issuance of the first building ~rmtt, shall have the option to (1.) pay the SPECIAL DEVELOPMENT TAX ONE- TIME er {2)·assun,e the ANNUAL SPECIAL TAX· OEVELOPEP PROPERTY for :a period not to exceed twenty- five (25) years. Pleas~ indici;lte your ci10ice by initialing the appropriate line below: OPTION (1): OPTION {2): I elec:tto pay 1he SP~CIAL DEVELOPMENT TAX ONE-TiME,9ow. as a one-time payment Amcum of One-Time Special Tax: $ ~. 8i l . .. . . . Owner's . Initials._____ ' · .. .1 elect to pay 1he SPE:CIAL DEVELOPMENT TAX ANNUALLY for a period not to exceed ~~nty-1flt,{25)years. Maximum Annual Speclai Taxi$ .. 94j. C)c:. : Owner lntials WH:::::: . · I co HeRECY CERTIFY UNDeRPENAL 'TY OF PERJURY THAT THE UNDER.SIGNED IS THE PROPERTY OWNER OF TI"IE SUBJECT PROPERTY AND THAT··, UNOE:RSTAND AND WlLL COM!=ILY WITH THE PROVIS ONS As STATE;D ABOVE_ . Print Name · · The City of Carlsbad has not ind~pen.denHy verified the information shown above. Tnererore, we accept nc responsibility as to ihe,accurac:y or completeness of this inform;ation. NON-RESIDENTIAL CERTIFICATE I I I i l ! I I . I I I I i ·!· I I I l I I ! l i I ·I I I l, vJ L,; l l Y Ur GHK.L.:>dHtJ vUl'i1'! vc. r·Ht\ l~U. 4..'.IOJO.::l'-t ---------------~~---· NON-RESIDENTIAL CERTIFICATE: Non-Residential Lan·d Owner, please read this option carefully and be sure you throughly understand the options-b<::fore signing. The option you choose will affsd: your p:iyrnvrit of the developed Opeclai Tax assessed c;,n your property. This option is available only at 1he1ime of the first building pennitissuance. Property owner signature is required before a building permit will be issued. Your signature is confirming 1he accuracy of all parcel and ownersniJ? information shown. Name of Owner Te!ep'hone !;Lo c:, Ave-~c\.o~ f~,~ vv~.s ,)t.~·l-e \30 .J. Lt:i:G.o Qn.-,->e__ Address F'rojeci Address - Ct)r-\sbacl Ct+ Carlsbad _ CA 9200~ City State -Zip Code Cify State· Zip Code Assessor's Parcel Number. orAPN:and Lot Number if not yet subdivided. Building Permit Number k. cited by Ordinance No. NS-155 and adopted by the City Council of the City cf Carls~d, California, the City is authorized to leV'J a special Tax in Community Facilities distri~ No. 1. All non-residenti~ property, upon the issuance of the first bul¢ng permit, shall have th~ option to (1) pay the SPECIAL DEVELOPMENT TAX ONE- 11ME or (2) assurne the ANNUAL SPECIAL TAX-DEVELOPED PROPERTY for a period not to exceed twenty- five (25) years. Please indicate your choice by·jnitiallng the.appropriate line below: OPTION (1): OPTION (2): I elect_tc pay the SPECIAL DEVELOPMENT TAX ONE-TIME now, as a one-time payment. Amount of One-Time Special Tax: · $ 1...q q G, 8 _ Owner's Initials ____ . I elect to pay the SPECIAL _DEY5LOPM!:NT T~·ANNUALLY for a period not to exceed twenty-five (2~) years. Maximum Annua_l Special Tax:$ "2., 8 '1 '=, . Owner Initials_____ • l DO HEREBY CERTiFY Ut-.!OEP PENAL TY OF F'ERJURY THAT THE UNDER~IGNED IS THI: PROPERTY OWNER OF THE Sl.)BJECT PROF'ERTY AND THAT I UNDE;RSTAND AND WILL COMPLY WliH THE PROVISIONS AS STATED ABOVE. ..,-. Title Print Name Date The City of Carlsbad has not independently verified the information shown above. Therefore, we accept no responsibility as to the accuracy or completeness of this information. Z.,~ll{ ~ @) 3,'1147 7 , ~ !.-f ~ F @> t. ~1 ( '!> NON-RESIDENTIAL CERTIFICATE ~ B, '"\G.O -'2. ", 9, s \ '-1(!)0 ~ 1 I I I I i "" • 1'.) CITY OF CARLSBAD COMM DE \\qPCARLSB . . 'AD UNJFJE 0 CARLSBA.D lilGH ']) scaooL DJSTR 0 VALLEY JVN SClfooL 1CT REcE,vfo FROM ---==::i=Vl-1 IOR HIGH sc110°* FOR· I USE ~ ·· 1' ' G-0 4 51 7 F SCHOOL F <::;)'Y""1 v-\-L --~ U ACIL/TIES/RENTA . DATE $/ SE OF SCHO LS $ OLaus. -----· . DAMAGE TO SCHo $ . ~REIMBURSEME . OL PROPERTY . -~ . . $ DAMAGED OR LO $ . . . • . ~ SALE ST BOOKS -----. . $ _!'.'f ~ 0 s_; ~ OF SURPLUS $. . ~ -~ v FAX NO. 4380894 RECEIPT NO. P. 13 · • •0• 11•7...cfLJ t that the project projects shal I be ad to the City of · $ ~ INSURANCE . $----- INCOME!fA . -----TELEPHON $ . fied A ---(C/BATEMENTQ . ECOMM1ss10Ns $ -----I d ccouNT N . ~-<?7 -f>I . . ~ { Marcos B v _ ACCOUNT No. __ ~:-®-~~~ TOTAL $.Jeaq-;fr,? , 92024 (744-4776: ACCOUNTNo._ --------.;:... -#Jtp~ Jnion High School ------...._ -CHEc~ Boulevard t:nc111,\ ... ~ _ ~ ...,._ . -/92024(753-6491) - Project Applicant: Lf:6-0t...rt-fv 1) ES T'ff \t:~ n v : 7=J.1.._-o"?.?:..~ \E:i~e Project Address: 1.· L~r..o Qq_,i,....., ;.. (7Ar¢t.N 12:_e,~b' ~c.. ,.1,r.... £°'<-~ Pv~(-s: F f I fd It. . ~,\ ... ~ RESIDENTIAL: SQ. T. o iving area .... -.....-----'--number o we mg units .- SQ. FT. of cover~d. area __________ SQ. FT. of garage area ______ _ COMMERCIAUINDUSTRIAL: SQ. ~T. AREA a fu~ Prepared by----------------------Date __________ _ FEE CERTIFICATION "-J . . {To be completed by the School District) · __p,._ Applicant has complied with fee -requirement under Government Code 53080 __ Project is subjeGt to an existing fee agreement __ Project is exempt from Government Code 53080 __ Final Map approval and construction· started before SeJ;>tember 1, 1986. {other school fees paid) __ Other ________ __.. ______________ ,,__ ________ _ Residential Fee-Levi.ed: $ ______ based on _______ sq_ ft.@ ______ _ Comm/lndust Fee levied: $ ~(QOS' .m based on ~,(Q ?{e sq. ft. @ __ 3_0-+4=_. __ Q t4 ~· . !II.Blair \7 . ' e:t~ /~Bt/'17 Sch~ol District Official · Title · Date .. ~. . .,.,-~ NOV-22-97 SAT 10:18 CJTT OF CARLSBAD COMM DE FAX NO, 4380894 P. 22 CERTIFICATE OF COMPLIANCE Cl.TY OF CARLSBAD COMMUNITY DEVELOPMENT Plan Check No. CJ]~ 2-l~ 2075 LAS PALMAS DR., CARLSBAD, CA 92009 (619) 438-1161 . l ! I I ! ! j This form shall be used to determine the amount of school_fees for a.project and to verify that the projcct 1 1 applicant has complied with the school fee requirements. N~ 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. San Marcos Unified -- SCHOOL DISTRICT: .2__ Carlsbad Uni fir:d 801 Pine Avenue 1290 West San Marcos Blvd. 1 I Carlsbad CA 92009 (434-0661) San Marcos CA 92024 {744-4776); Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas CA 92024 (944-4300) Project Applicant: __ San Dieguito Union High School 710 Encinitas Boulevard Encinitas CA 92024 (753-6491) APN: 2.ll -CU.. \ 0 ---. ' . Project Address: __ .1 ___ --=L_6_·-..... G_· __ o _____ ._o_ . ...._12-___ ,u_L __ ~'-' ___ F_u_/\_-__ \_c_w_"-'_1_"-________ _ RESIDENTIAL: SQ. FT. of living area· -----·-number of dwel'llng units _____ _ SQ. FT. of covered .area ..,..., __ _,___ SQ. FT .. of garage area ______ _. COMMERCIAUINDUSTfltl: r'i?.:.l[f~EA :ZJ, 88 t Prepared by fv\ ~ ~-Date l l j 'Lt 1 '1.J FEE CERTlflCATION , / (To be completed by the School District) . ~ Applicant has complied with fee requ;rement under Government Code 53080. __ Project is subject tQ an existing fee agreement __ Project is exempt from Government Codi::-53080 __ Final Map approval and construction started before September 1, 1986. , {other school fees paid) Ii Other _ ------------,.----------'-'---------------t Residential Fee Levied: $, -. . based on ---------,.----sq. ft. @ ------~ Comm/lndust Fee Levied:$ 31 q Ir{ :3-p-·based on" .. ~~, 8'6 / sq. ft.@ 3l>f tA ~ .J. H. Blair . . , ~ . Assistant Supt. -~ Pusiness Services \ 1 ]2 V q · District Official ... · • -r· -,..ir;"•.f ...... ~~.::.,;..::,iJJ) Title' Date 'DEC\-97 MON 11:24 P. 04 CITY ·OF CARLSBAD GOMf'f DE FAX NO. 4380894.::.,__ _______ -.,.---"-___ ·* CERTfFlCATE OF COMPLIANCE . CITY OF CARLSBAD Plan ChP.ck No. !]7-'Z.07- COMMUNITY DEVEf:.OPMl:NT. 2075 LAS PALMAS DR.,. CARLSBAD, CA 92009 (6 l9) 438~ 1 l61 This form shall be used to determine-the amount of s~hool:.fee~ for a project arid to verify tha_t the p;oject applicant has complied with the s<:hool. ff;~ requirements. Np building permits for the projects shall be issued until the certification is signed by the appropriate sc:hool dis.trict and returned to the City of Carlsbad Building D~partment. - SCHOOL DISTRICT: -------~------------~---. ------+ Carlsbad Unified 801 Pine Avenue Carlsbad -CA 92009· (434-0661) Encinitas Union 101 South Rancho Santa Fe Rd. Encinitas CA 92024 {944-4300) Project Applicant: Project Address: ..1 Lf'GO _ P11-H-'lee _ --San Marcos. Unified 12.90 West San Marcos Blvd. San Marcos _CA 92024 (744-4776) ----San Dieguito Union High ~choo! 71 o Encinitas Boulevard Encinitas CA 92024 (753-6491) RESIDENTIAL: SQ. FT'. ;of living area_ num_berpf dwelling units _____ _ ' - SQ. FT. -of covered· ar;~a -$Q. FT., of garag~ area -"""'------------ COMMERCIAUIN DUSTR!AL, ~-~REA /0, /]I. . Prepared by f\l\ ~J --~ -_ · ---_ FEE CtRTIFICATION . _ -~·--·-(To ·oE:fcom,5fetecfl5ytne-.;.s~fi#o1si~rc6-----"-, -- --Applicant has compli~d with fee requirement under Government Code 53080 __ Project is subject to a~ existing fee agreement Project is exempt from Government ·Code 53080 -- -Final Map approval and constr.uction started" before September 1, 1986. (olher school fees paid), -. .- --~-" ---- -Other __ "--'"--__..,,...___,,....... _____ _,..___...'---______________ _ Residential Fee Levied: $---~-----based on------'--'-----sq. ft. @ -------.----- Comm/lndust Fee Levied:$ ?,oSJ, '?:JO ba~ed on IQ) )71 sq.-ft. @ _ ____:::3:::;.D____,<f,_· __ _ ol District Official J;ff. Blair .-~i~nt.Sqpt .Business Seooces Date c/4J¼s 7(1-1)~r. l -1 I ? ~ 17 /4_1,<, I bf, h 4vi le 77 fQ')Q...-~ p(ev,,. :, Cotf. t(t/i7- {w{11 -&v ~1[ (r~ t~s~<l.G . .fil&J i/~/cr 1 ;}-)~ J,c_e_ iii<U/h ~ " 't..s51 ( / (u :?//0/1 £s.A_pj # l I /I 1- [ 6/1>1/2 1 J tv/ 0Jl~7 ('"{,:,) c;;,..,.u,, 11,-; ' [4s0-, /~-A ;ssLJ ~ ~cfto k'1"j) c1J ·~-OJI[-,;'' f0 ~,;,: / . c J1 {) l~ to f rer"'~ ~-t ,A,c tu ,Pt,1l~ ·11 ll((~l ~·~ V\ \ ~ rr1 ~ Gl--llti\ (t{t/11~ SCY-c..t.i:J ~ lArt::I, £7~(5'~ Ou~ f 1 C:1/<f'7)JZr. 1 APPROVALS Date -.J ----8uDdln1 ____ Planning 51/<1~ • Engineering • Fire ____ Coastal ----Health ----Assoc. DA1E8 !..a-=-HAZMATFORM IND WASTE l#P 8CHOCILFEE FORM PtANCORR ENGRGCORR ausuc WCOMP FIRE PLANS ASSESSOR PLANS COFO \ c \--z...,c; ( ct 1 -~ ·" , /> +-1~~\'~/' f\~ G \' ~ 1"' ~ () ( ~'s 76;_/..",~ y_1 G-+,+------ 1 /xlrzr 15s&-<-,d i ' SEE~ REVISIONS SCANNED s·EPARAT-ELY·