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Home My WebLink About1 LEGOLAND DR; ; CB972126; Permitl. City of Carlsbad 05/19/1999 Building Permit Permit No:CB972126 Job Address: Permit Type: Parcel No: Valuation: Occupancy Group: Project Title: Applicant: ADACHI, KYOKO Building Inspection Request Line (760) 438-3101 1 LEGO DR CBAD COM Sub Type: Lot#: $7~,806.00 Construction Type: VN Reference#: SDP96-14 3,072 SF GARDEN SHED "LEGO" PLAN CHECK 97-1456 Owner: Status.: Applied: Enterec;I By: · Appr/lssued: Inspect Area: LEGQLAND CARLSBAD INC 1655 26TH STREET 90404 310 453-0100 ISSUED 07/31/1997 MOP 08/20/1997 PD Total Fees: $3,966.00 total Payments To Date: $3,966.00 Balance Due: $0.00 Description * ELECTRICAL TOTAL * MEC:gANICAL TOTAL * PLUMBING TOTAL Building Permit Enter Park Fee(Zone 5,13 Enter Traffic Impact Fee Enter Y to Autocalc P. Plan Check Strong Motion Fee lnspecto,;lf __ . ..,.... __ FINAL APPROVAL Date: f.;tj. fo/ Clearance: Fee 35.00 37.00 140.00. 518.00 1,229.00 330.00 1,325.00 337.00 15.00 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 Govern.men! Code Section 66020(a), and file the protest ~nd any other required information with the City Manager for processing in accordance with Cal1sbad·Mu11icipal·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 tliat your right tci 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 orevious1v·beeil oiven a NOTICE·similar to this or as to which the statute of limitations has oreviouslv otherwise·exoired. I il/ZZ1 08/20/97 09: .09 ~age 1 of -1 'BU IL D-1 NG 2 ER~ IT I>.ermit N_o; CB972126 Proj.ect ~o: A97Q2·672 Deveiopnieh~-No: ,F1305,00i Job Address :. j_ LEGO DR suite: Perm± t Type:. : COMMER(::IAL BU.ILDING Parcel No: · · Val'uation: . 72,806 Lot#:-8267,08/20/97 0001 01 02 ·constru.ction ·-lr-ffllif!f: VN· 3966~0b SDP9.6-14. · . · Status:: ISS,UED -Occupahcy G·roup: Ref erenc:e-#: Description: 3,072 SF GARDEN SHED : ''LEG011 PLAN CHECK ·97-1456 ·@plied: · 07 /31./9.7 · . Apr/Iss't.i.e =•· 08/2-0/91 -~nt~r$d .BY:,, -MD'P Appl/Ownr: ADACHI, KYOKO 4655 26TH STREET · $1.0 453..:.0,100- SANTA MONICA, CA. 9·040_4-,______:__ --_--***' Fees Required *'** . ,...,,,,..--;;* -:Fee-f(_ Collected ~ Cred.'its, **'* ---------------, -----------// , ---/(",_ ·., ... , -",--~--. --------_-, _,., ---·:,, ': . ----, F , 3 966/00 -<;> ' 1 "' !'-.. ~ , ees: , /·-,.--,',,_.., ,\_ __ 1 /W\/O),..., __ ~• .. · ·Adjustments: _ .,,-• 0/~----'\"t\t \.:---~ID~'ti~1/t,<2r~dits =-·, • oo · T9tal Fetas:· 3 :§66. CAp--,) · 'rota\l(E{ay1)f~pt's: _. . . · -:o.o 1/ (\ ,__ /'·;::,.... &a-la~~ue \ · · ·-. · 3, 9 6·6:-.,·o o ' -~ee description / ,A //' ,,::1171\,, "'('\~Unit\ \ 8~/U~i t E?{t ~<:!e . Da,:~-&- ---. --• -------•. -· 1 I ~ 7 ·--.----. · 7j " ------\ ·..::: __ .:._,,,_ -\ ------------------ Building Permit I J'·-._,,_¾_, I ~>'""' ~:::::>:;:_,....___.,~:;;,-,,,, _ \ '> v / '\ 518 .. 00 Plan Ch.eek / / ~---.,:,--__ ,,,,,.,'¥ \ V 337 :oo . · Strong -Motion Feel (? n / -. . j,.-"\.z,,,-· l!J\ f-.:;l 15. 00 Enter "Y" . to Au 1;:oFai,~:.:J>-', F.. F. ,efi i >_,~ --.1 ___,,,,.,,~/,: } 0 13 2 5. _0 0 Y .Enter Traffic Imp~ct Fee\ ~--d{j / 1.-'~ 3o/0(,ttrqz:: 330~-00 Pa s·s-Thru f e,e,s , Y /llf ) or Wa1~::.v~d'(_,_W,J ? ~, j : t \ i <I}'~ I · Y Enter Park Fee(Z-or~e 5,13,1/),, -~ ,§1 :-J~: / 1229.00 13 * BUILDING TOTAL \. \ ·;_/ __,.P-~1 / 3754. 00 Enter 11 Y 11 .for Plumbing l.$.,sJ.1e..,,Eee 1 ~ · · / .20. 00 Y h I , b • p • \ /' /1-n ', ,, Nt;ORP08ATED , ("":-..._ I . _ -Eac P Ull.l :J.cn.g 1xtur~;v, .1.rap,,, J 1s52 -/ § ~ 71. 0·0 42.00. Each Buildihg Sewer '\.)_/,;,/') "·,.,--.)___it-.,.--"' c-1~ ;s<·oo · ·15 .. o-o ' '-' ( I'~ \ \. \) , Each Ro?f Drain \ 1/ /1 ,.i. . (-;1\~5\ 7.00 35.00 Each Install/Repair Wate~J.ri.~ // f $ (r~:\t!--, \) 1 / 7. 00 . 7. 00 Ga,s Piping Sy·stem ·-. · U> \.."':-.:/ ,;-1/ 7. 00 7 .:oo ~ach Vacu·um Breaker -'-.._-2___ .. ~-·_...,,,,,,,..,-··~2 7'. 0 d · · ··14. 0 0 *· PLUMBING !OTAL 140. 00 E;n,ter 11 Y11• for El~ctric Issue Fee > 10. 00 .Y S.ingle Ph,a.s,e Pe_:r: AMP. ___ ' > 100 . 2 5 , 2 5 .:0.Q * EJ;,ECTRICAL TOTAL . . ·str:. 00 _Enter 'Y' ·for Mechanical Issue Fee> 15. ·oo Y Install Furn/Ducts/Heat Pumps· > 1 9 •. oo 9.00 Each Exhaust Fan > 2 ·6. s·o 13. 00 * 'MECHANIC~J:. TOT,l\L 37. O 0 . CITY OF CARL~~AD _ .. • , . 2075 Las P;ilmas Dr:, Carlsbaq, CA 92009 '(619) 438-H61 ' " ' . ' '. Inspection List Permit#: CB972126 Type: COM 3,072 SF GARDEN SHED "LEGO'' PLAN CHECK 97~1456 Date Inspection Item Inspector Act Comments 2/1/99 19 Final Structural RI 2/1/99 29 Final Plumbing RI 2/1/99 39 Final Electrical RI 2/1/99 49 Final Mechanical RI 2/1/99 89 Final Combo PD PA 2/1/99 89 Final Combo Rf 1/29/99 19 Final Structural RI 1/29/99 29 Final Plumbing RI 1/29/99 39 Final Electrical RI 1/29/99 49 Final Mechanical RI 1/29/99 89 Final Combo PD NR 1/29/99 89 Final Combo RI- 6/5/98 89 Final Combo PD co 5/18/98 89 Final Combo PD co 3/12/98 84 Rough Combo PD AP 2/27/98 11 Ftg/Foundation/Piers PD AP SLAB 2/20/98 15 Roof/Reroof PD AP 2/11/98 14 Frame/Steel/Bolting/Weldin PD NR 1/21/98 63 Waifs PD AP 1/15/98 63 Walls PK PA 3RD LIFT 1/9/98 63 Waifs PD WO 1/9/98 66 Grout PD AP 2ND LIFT 10/21/97 11 Ftg/Foundation/Piers PK AP NEEDS UFER 9/15/97 21 Underground/Under Floor PK AP WASTE ONLY. & STORM DRAIN Monday, May 17, 1999 Page 1 of 1 FINAL BUILDING INSPECTION DEPT: BUILDING E~INEERING FIRE·. PI.ANN.ING CMWD ST LITE PLAN CHECK#: CB97212·6 PERMIT#: CB972126 PROJECT NAME: 3, 072 .. SF G~DEN SHED "LEGO" PLAN CHECK 97-1456 ADDRESS: 1 LEGO DR CONTACT PERSON/PHONE#: J:l:M939-0099 SEWER DIST: CA WATER :OIST: CA Lot# DATE: 05/15/98 PERMIT TYPE: COM MAY J 81998 INSPECTED BY: ~~~~ECTED: s-).rhY APPROVED 7 D!SAPPRO,,:D _ INSPECTED BY: INSPECTED BY: COMMENTS: DATE INS.PEC'l?EP: DATE INSPECTED: APPROVED DISAPPROVED - . · APPROVED -............. ---DISAPPROVED .... ' ,,, . PLANNING DEPARTMENT FINAL INSPECTION CHECKLIST ROUTING BLDG Y M.HA:RDY '-r"' PLANNE&/~ • LBLACK_· __ MBLACK >4:' M.HARDY_>P'. $ BLDG ___ _ Project Name:,,£.~ 'RJl.c.--f' .1t. ,, -A- Address: I~~,,,. 10 -.. Plan Ch~ckNo. CB~7_ ,.;l./;),..-' Project Number: Project Planner: d J2Jt:frl ~ . Extension ~~, Contact Person Phone No. I)rawingNo. Inspections Fin_al Inspection Items 1st 2nd Approved All Items b~low Conform with Approved Site Plan . 1. Proj'ect Planner confirms conditions are met 2. Building elevations .. 3. Building materials· 4. Building colors 5. Ro.oftop equipment screens 6. Fence/wall height, location, and materials 7. Size, number and location of parking spaces compact, regular, handicap . 8. Outdoor recreation facilities 9. Employee eating areas. . . 10. Trash enclosure and location 11. Pavement treatment 12. Street Addresses and mailboxes 13 . Landscaping installed (under separate contract) . LIST BELOW ANY ADDITIONAL ITEMS REQUIRING SPECIAL ATTENTION BY MJKE B_LACK: wf7 14.~p i--ls-,,t-Ci.S --for -#r;,,. _,4. • .L ·' ..... ~--hi>! ./Jui/d/,.,,. .,, V 15. . . " 16. 17: 18 . . . Project complies witn all conditions, including above-listed items. Final inspection is complete. J4J(Q ~ b· r o ·tib Mike Black Date (H:\ADMIN\COUNTER\Final Insp Check} 05/07/98 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING CMWD ST LITE PLAN CHECK#: CB972126 PERMIT#: CB972126 PROJECT NAME: 3,072 SF GARDEN SHED "LEGO" PLAN CHECK 97-1456 ADDRESS: 1 LEGO DR Lot# .DATE: 05/15/98 PERMIT TYPE: COM :{:1· --[ "?JS-;{-!i . \\.; :: . t I fl :-® l!:: L, ___ :·' , ~; ,. i 1 \, I' i, if r Ii MAV 5 , i /:. . f LU J •"at-11 f 1998 i L:J: ~ CONTACT PERSON/PHONE#: JIM9.39-0099 t J · SEWER DIST: CA WATER DIST: CA .. ;· ~-~-· ~ CARL~BAo· l ~==~=;i =======:========;:==== . i"I_IN!£1~LYifilEJ?filfilQ ___ .· ~~~I~~~ECTED: J~ APPRO~D ~ DISAPPROVED INSPECTED DATE BY: _______________ INSPECTED: INSPECTED BY: COMMENTS: DATE·· INSPECTED: .A~PRQVED DISAPPROVED APPROVED -·-DISAPPROVED == ........... =-----=== FINAL BUILDING INSPECT.ION DEPT: BUILDING ENG,INEF;RING FIRE PLAN CHECK#: CB97212:6 PERMIT#: CB972126 PLANNING PROJECT NAME: 3,072 SF GARDEN SHED "LEGO'i .PLAN CHECK 97-1456 . ADDRESS: 1 LEGO DR CONTACT PERSON/PHONE#: JIM939-0099 SEWER DIST: CA WATER DIST: CA . Lot# 'DATE: 05/15/98 PERMIT TYPE: COM INSPECTED 1 BY: JJb, e::: ; DAT:li: INSPECTED·: APPROVED ~ DISAPPROVE];) INSPECTED BY: I~,PECTED BY: COMMENTS: DATE IMSPECTED: DATE INSPECTED: APPROVED DISAPPROVED APPROVED DISAPPROVED -·- SEE MULTIPLE SPECIAL INSPECTIONS - SCANNED SEPA.RATELY CB9720·27 IS THE . . PLAN CHECK NUMBER FOR MANY OTHER CB'S ALSO SEE ' CB971460(OUTER PARK) CB971465(ADMIN BLDG) REPORT OF MORTAR COMPRESSiON TEST TESTED FOR: Legal.and Estates, Inc. 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle PROJECT: Le_gol.and Theme Park Carlsbad, California DATE: 23-Oec-97 REPORT NO.: 059-70202-143 LOCATION OF POUR: FIELD DATA FIRST LIFT OF CMU WALLS @ 1.5-0 GAR.DENER'S SHED DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16017 A 16017 B 16017 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 7 28 28 28 15-Dec-97 1:30 PM 17-Dec-97 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS DATE OF TOTAL SAMPLE TEST LOAD DIMENSION (LBS) (IN.) ·22-.Dec-97 · · 6940 2X4 12-Jan-98 2X4 12...:Jan-98 2X4 ... cc: 1 -City of Carlsbad / Pat KeUey 1 -Bernards Brothers Construction 1 Alex Young 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SQ.IN.) . -3.:14 3 .. 14" 3,14 . SUPPLIER JOB-SITE MIXED DELIVERY TICKET NO. MIX # & PROPORTIONS TYPE •s• CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 2210 0 0 18.00 OBSERVATIONS [KJ Samples made by PSI representative D Samples made by Others [KJ Samples picked up by PSI Representative D Samples delivered to PSI laboratory D Test results comply with applicable specifications. D Test results do not comply with applicable specifications . TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA. 92121 • Phone 619/455-0544 • Fax 619/455-1170 Page_1_of~ INSPECTION REPORT CLIENT _________ _ DATE __ O~(-_Z.=...,.....i-_1:;..;,.~,__ __ Architect._._t}o_{G_' _J_1U;...;;;_'O....;_J...;;;.O_t __ ----'-___ _ Engineer MN2-DN t/4 DUNAJ Contractor. B~4./2.DJ f>l:-fJJ INSPECTION MAT'L SAMPLING _OSHPD /concrete Cylinders. _OSA _Cement _specialty _ Mortar Samples _Mechanical _. Grout Samples _ Electrical _ Masonry Prisms _Roofing _ Masonry Block Vconcrete _ Fireproofing ~Masonry _ Units (olock 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 \'f/£0fl£i0/r--/ 6/-ZJ-ff' --Sfto<.UEJ? UP fo ~ MM 61-J /Vi DH PllWJ. ffe, QT.Y 3- -- -- -- -- -- -·- -·-. -- -- -- -- PROJECT(Name),_._~ __ l/t1-W_· ~----- _(Address)._l_~_.;;;__O_...;;;.J)...;..f!._. __ _ ~B/tO CA-. REPORT NO. OS?-70 2-0Z. ~/2- Building Permit No . ..:.·------------- Plan File No, ____________ --'--...;,._--'-- Govt. Contract No ...... ---'------------- OSA or OSHPD #~·------------- Other-'-·---.c.-----'------'------- MATERIAL DESCRIPTION ~SPECTION CHECKLIST .-Rinf.: Rebar Plan & Specs _ Rinf.: W.W.F .. _. _ Clearances _ Rinf.: Tendons ~ -.-Positions L/"conc.: Mix #/psi i.Yf rj:(t)o _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 -SP£C,fA:c., /IJJP£UltJN ff!()t/fl)G£J OJ./ PcltW-1&7 0/Z etJNC/?6t7:! Mtx #13</ CERTIFICATION OF COMPLIANCE: To the best of our.knowledge, all.of the reported work, unless otherwise noted, substantially complies wkif:/)(;/!:}plans, specifications and applicable sections of the building codes. This report cover's the locations of the work inspected only and does not constitute engineering opin- ion or project control. CERT. NO. ~ /CUI;::' #2 DATE __ tJ_,1_~v-_._-_YJ> ________ ____,_. l · •] Professional Service Industries, Inc. ~ • American Engineering Division . INSPECTION REPORT ~ ;z_ Page_of_ ,~ ~~~ Project Name (per plans) ____,~:::_O_l/tr-1--'-_fJ~·-----------'--------------------- Inspection Date WlPJ.163 Olrl OP "focfll Af6 J Po ,e. SI' A-c£ 1715£ FACt -,tr 'f<N71 t/J -,=o o 17A.I v tJ 11 D/,21---9t G UfJ /.S-70 .3 A-NtJ /!m;;/(/.f' J:()071d~. 6£.:rvJEb-l U#ei CMT, /J z .. /C/71r(.; ;zi· C P. . · SU/'/1(.,iW . N£:40f-/ Inspector's Name~......,_,_-=-.:.,___;;__;_.....L..,;::;__~,<.=.,:==-~'--:._..;...-- PS1 B-900-171 :{:o.L ~h/- Page_1_ of _i INSPECTION REPORT CLIENT _________ _ DATE __ O_\-~f'-"-l,'---_q.a..,,g __ _ Architect ·tb~ SN010 lz.. Engineer_M_lt(P---"--....,....;..-;(/_N_' '_____,f.---_D_r.._·JM_N'-. -----'---- Contractor._&_~_'-'-'-ilt-'-'-f-_0__;;,:;._f -~--~,{!,_' ~-}-1-/'--L_n_VIJ._ . .;._f _l-1_Mi_, ()l_f...;_· 'If-_,_·/ INSPECTION MAT'L SAMPLING QJY _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 rf!.10/rt 0/-/6 -f cf' PROJECT (Name)_{_E-· ,,.._G_o_tA-t-l __ D ___ _ (Address)_)_~_· _O_f>_/-_:.._. __ _ CAF-,lJ $/fO ,I C:A-. ,, REPORT NO.~-__ 0_-_f1_-~7_0_2_D_· l __ _ Building Permit No, _____________ _ Plan File NO.-,------,------------- Govt. Contract No. ______________ _ OSAorOSHPD#-'-----'--------- Other_· ----'------'-------------- MATERIAL DESCRIPTION INSPECTION CHE:CKLIST _ Rinf.: Rebqr .JL'Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _.__ Positions _ Cone.: Mix #/psi _Sizes _. _ Cone.: Mix #/psi . _Laps _. Cone.: Mix #/psi _ Future Continuity #/psi _. Grout: Mix #/psi _ Consolidation ~ortar: Type/psi .S./;rf./JJ r11 _ Mortar Batching _ Units: Block 7-_ Electrode Storage _._ Units: Brick _ Torque Applied _steel _ H.S. Bolts . _._ Metal Decking ___ Electrodes . _ Fireproofing __ Other _ Corrective action required __ __ Corrections completed -JPeuAt i1d.JR3-{!flo1J /J,t!Oviai-/tJ 01-/ f'~tWr OP. {;tY,vJ. CERTIFICATION OF COMPLIANCE: To the best of our knowledge, all of the reported work, unless otheiWise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME ~j /', ;/~;+/,t/,£2 /J z,~ :;Jf-- 1NsPECTORs1GNATURE ~$ PSl·B-900-170(2) . DATE __ cJ._V.-_-/....::.t:,_~...:...-=-"<1----' _______ _ Page_i_o1_!: INSPl:CTION REPORT CLIENT ______ ~_,- DATE_()_/_-_1_2_-_Cf_f--,-__ Architect . Ho(G. .. Yrt-P I 0 Engineer llf M>...:tr 1-/ /·· Ve.Jr-/ N ~-At?..M Dl!-BJ U;Jt.JS·'f1c. Ce) . Contractor . ' · · I INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA __ -_Cement -- _Specialty _ _Mortar Samples _ Mechanical L Grout Samples . _...L' _ Electrical _ Masonry Prisms _Roofing _ Masonry Block /"concrete _. Fireproofing -- VMasonry _ 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 7l/z)/!.J.04Y 0/-22--'/J' lE6oC..MD PROJECT(Name),~---------- (Address) J l.:G£;o DI!.· l2Ml,.it34£'; C~. · R~PORT N0, __ 0_:5_:_9_-....:7---=0=-='2--=0~2=--_....;2,:..:.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 _ Qonc.: Mix #/psi _Laps _ Cone.: Mix #/psi - , ___ Future Continuity #/psi v-'Grout: Mix #/psi3,B6Ec.V ~'-'' _ Consolidation __ Mortar: Type/psi 7 -. Mortar Batching _. Units: Block _ Electrode Storage _ Units: Brick _ Torque Applied _steel _ H.S. Bolts _. Metal Decking _ Electrodes _ Fireproofing __ _ Other _ Corr~ctive action required __ _ Corrections completed -Jt7t;CJA--l. j/vJ/Je:C!JlO~ /J/Zt)t/1.{f;L} Orf 6'/C{;)c//7/UC . 6~ C/4r l//=-'r Or Ob!CI (,llAt,lJ~ A-r (jMJ:Jf!,....f-../B/41" St/&:) • o;: W-4-tcJ WAI ROr/E If?' {ZW"Jll,: I ·rt:P-J P-tJ/c J)IV'Cc= P&!Pl~fG IT/;3r~J {:t)r/Fl!CT /:3-f:jU/££, ltritli,e Mtz..J· , "P 6t.- LA-M DGA-t-1'/ /Jo CK-l::rf/ .A-rl'tJ # S 4 r la,t/£/Z -l!o t 1:f cJ t-/ NOR IJf <f JciciiJJ-ctl~tJ) ifrl-tlc Nor .6£&1-J tlAR-i Ft-Gt? 6Y JTl§VL77./!2Al b-lf1~1Ec=,,e. {hte S6r o;::-3 6/!ovr J~l't.£J MN}£ FcJ~. /:.tJ'-1/7/3£PJ/eJ;j 1EJJr. 6;~/f' II/I)( If 3rfGzo; ;lO:Jc) /'JI UJr,!~ 4-r :2cf iJ!r/J /8B!Ju1~GP tll'/t..1£1} £Y. PNiJM,113 ~Ji r 1'41x·. 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 IQcations of'the work inspected only and does not constitute engineering opin- ion or project control. /) .d:P'j_.. CERT. NO. v'l>f/1CZLlr= 7u ' INSPECTOR SIGNATURE__!:::'L!!i::.~Z!:_.,.()!,.~~e&-~~~~ DATE __ o~··_1-_zz_-....;..~-=~-------- PSI-B-900-170(2) Ji •J Profes~ional Service Industries, Inc. . • American Engineering Division '2--z_ Page_of_ INSPECTION. REPORT U6o cb/O e;JI f-7 ozo z.. Project Name (per plans)----,----'-'-,----------------"-------~--- Inspection Date 01 --z 2 -r ! CE,,tt;et-1r tJ H Ta:J r i 1 A r li 1-;E A 6e!ufu#· 1.1--MP ~ · ti/I£ -= ·Tlk.JRJ[}Ay' o81Z,/J~-1-A Mo D lr1ye.· 4 6iUt,t.~-A-/4-1£? C . JVl-tJtt/J t=a:JTJA,~ C!JN T.) if>V/7,l)~,..f C-J;> -3 --<-/ _ PA-CJ PCJ()J1A..JG / ,4r C-2 --2-. fi-/t];?I(/$ 'D-F -2. 7-4-. ·t.,.t A-r .J7'ACL!. A-r11; -------· -------------- Inspector's Name~~--'--=--<--~c....:._.:....:.....:.-~-----!...:--'------,--- PS1 B-900-171 ------ ·t ......... , Environme!fflll · .,..,,. Geotechn,c.al Page_1_6f...Z. •-"Construction Consulting • Engineering • Testing INSPECTION REPORT CLIENT ________ _ DATE___,;O;a._J( ....... -_2-_0_-_9...;...~--- Architect_f!.o_~_-_, _J_ju._!]J_/_O _____ P.._,___· -~--'----- Engineer_f_1,__M~q?--'--'--l{--1-f-.,·--'/J;:;...rJ._N,..;_' AJ....;__--,---,---- Contractor ~Nlrf'--!)J. 8,1!-0J f.-aAJ.J1.E, ClJ. INSPECTION MAT'L SAMPLING QTY _OSHPD _ Concrete Cylinders -- _OSA _Cement _Specialty _ Mortar Samples _Mechanical _ Grout Samples _ Electrical __ . __ _Masonry Prisms -- _Roofing _ Masonry Block _Concrete _ Fireproofing -·- ~asonry . _ 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 7Vf,Jj)/('-/ eJ/--,)..D-'tcf -JP£e,;A:l PROJECT (Name)_{=f6=0_(h-./~...:;..0 ___ _ (Address)_/_(,/36.....:· :c..=...D;;;__...;;../)...;,_~----- {jltf?(£bA-tJ i CA · REPORT NO. _ _,,0"'--'5;._Cf,__-__,7,-=0-=Z6-= 7 :...:Z=----'..:;;.c2._~'--V_ Building Permit No.--'--'-------------- Plan FileNo,-~-------------- Govt. Contract No. _____________ _ OSAorOSHPD#---------~--- Other _____ ...;..... ___________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar _ Plan & Specs __ _ Rinf.: W.W.F. __ Clearances _ Rinf.: Tendons .. _ Positions _ Cone.: Mix .#/psi _Sizes _ Cone.: Mix #/psi _Laps __ Cone.:. Mix #/psi . _ Future Continuity #/psi _ Grqut: 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 wr uPr WAUJ_, 1/0T-b : ~ IJ 3 7 11, (j 1· ,..,..,.,, /3X fGN/) f C. I\/ I v {JJ A-r.,(, PA-tJ£<. 8UWEE4 ~ Mo -of GN1 Nv J 5'o /4 oMd' uJU,e PtltCW Utl/JM 7lfti:, . . ( &iAff.) CERTIFICATION OF COMPLIANCE: To the best of our knoVJledge, 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 Gt@J f!_, ~/p-1.IJl;.,2, INSPECTORSIGNATURF ~~ - ps1-s-soo-110(2) ~ {!/>( ~Ct.I/ F .:ftz CERT. NO. ___________________ _ DATE_--.0_t-_;l_6-_fcJ> ________ _ l •J . Profe$sional Service Industries, Inc. • American Engineering Division · Page-<-of£_ INSPECTION REPORT 1 ;~0 / A-,,;, OSCi-?Ozoz Project Name (per plans) _C...t:-Q_,_1.JT_'"l",v __ -----=--,------------'~------------ Inspection Date Inspector's Name --'-""_;___:_-=----...!...-~::::.:....>o~----!,.;:C.J~:.___,..L--.;.-=-::... __ PSI B-900-171 Page_j_ofl INSPECTION REPORT CLIENT PROJECT (Name) leGaClb-lO I f) 1--0'1-'"f £ (Address) t.£60 Pl?.. DATE 8-~6,+o 6/4- -&~ REPORT NO. os-r--7&2~L Architect J-rup {<:) E:. Building Permit No. f1M-17,.J i Plan File No. Engineer OJA/1.J Govt. Contract No. Contractor f>f-pr1t:g> J ~ Cot.1.r1l!-. Le;. OSA or OSHPD # _ Other INSPECTION MAT'L SAMPLING QTY MATERIAL DE;SCRIPTION INSPECTION CHECKLIST _QSHPD _ Concrete Cylinders --_ Rinf.: Rebar ~an&Specs _QSA _Cement --_ Rinf.: W.W.F. _ Clearances _Specialty _ Mortar Samples 3-__ __ Rinf.: Tendons _ Positions _ Mechanical t~r<Jut Samples _ Cone.: Mix #/psi _Sizes _ Electrical _ Masonry Prisms --__ Cone.: Mix #/psi -__ .Laps _Roofing _ Masonry Block --~one.: Mix #/psi -/ ~ture Continuity #/psi _Concrete ___ Fireproofing _ Grout: Mix #/psi JJJhZOJll.ei.-O _ Consolidation ~Masonry _ Units (block or brick) __ Mortar: Type/ps'i _ I _ Mortar Batching _ Struct Steel _ Asphalt Concrete --___ Units: Block _-_ -Electrode Storage _ Prestress Cone _Roofing --____ Units: Brick _ Torque Applied _Pile Driving _ Reihf. Steel --_Steel _Fireproofing _Steel --_H.S. Bolts _Waterproofing _H.S.Bolts --__ Metal Decking _ Non-Destructive __ Tendon (PT Strands) --___ Electrodes _Soils Technician _Other _ Fireproofing _ _ Batch Plant _ Other --___ Other _ Corrective action required __ _ Bolt Pull-Out _Other --_ Corrections completed REMARKS F/!!.ll}Ay <!JI----0 ?,-9 JJ /c£,foJe; 6(-!)9 . C/7-212-i . -Jf EC!A-l I IJ.f f1 £etJ Ori /J~c//0~ (J.rf /JCA-ar,1 8,AIT -or ~u!r k ~US$£ ~U I c£) I t1 <; Of/ WE..-rr C,(/Af.<_ 1011-lAJ, -:rov.e C!)cJ,eSa:-_s (tv -°h)p OF W.+u),tlft~ S&e;notJ WM UJt-1f~ J Wr Of ~OH t(/,4-d ( - £Af~O /Jc/ii.. 1V PA-, A.JI\ ro C 01Jr11JUE-(9 I'-( 0,--12 4tf.. ?5/' ~·z;~ --SP-ectk I f lJ Sf £Crl <Jr-I /J /!.f)ft O-Gt) 01-f ~U17IJG OF -.5;c,OHO UH" or (!j,{t) WAc,u' M G~.&N~ S/#bo o/l w21#1 -hf I'!<# ?<f blO/ ,:2.c)OO f-'JJ L. (lc}I; .. / , f' f!./2,.jJl()A.} £ fr{ ~ fJ/tYS f¾l4?o itf);) . ONG.. JE..:r OF 3 6?/!:odr .f_M;(f~ MA1J£, ·fJ.k~ 7 ~ f'WSS. ~M!WT : Gf(JU7/l.[G ·uJM ff:/!,FQ ,et-1/;P fJl{IJ# /:.,4-;AI, flc~~s _s;/1,;e:/£ -· -· " ro or.::r euu: 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 ~../ / /~,4..taz CERT. NO. M /'c«J r -{IL &:?~ rf)/,,.oC/-ft:P INSPECTORSIGNATURE __ · ----~-_/. ~-DATE PSl-8·900-170(2) / _ • Page_1_of£ INSP.ECTION REPO.RT CLIENT ________ _ DATE_---'-/Z_-_l....;.(c,_-_,q __ 7 __ _ Architect___,H:o_.___~ __ S_ru_, _D_J_o_E_ .. _____ ,,___ Engineer~M~Af!._e:rl_N_$~··~.O_u_N_tJ ___ "---- Contractor. b~A-P-.-DJ f>~S J"tJc.. INSPECTION MAT'L SAMPLING QTY _OSHPD __ Concrete Cylinders -- _OSA _Cement -- _specialty VMortar Samples ..3 _Mechanical _. _ Grout Samples -- _Electrical _ Masonry-Prisms -- _Roofing _ Masonry Block _concrete _ Fireproofing -·- ~asonry _ Units (block or brick) -·- _ struct Steel _ Asphalt Concrete _ Prestress Cone __ Roofing -- _ Pile Driving _ Re inf. $tee! -- _ Fireproofing · _Steel -- _Waterproofing _H.S.Bolts -- _ Non-Destructive -. Tendon (PT Strands) -- _Soils Technician _Other -·-· _ Batch Plant _Other --· _Bolt Pull-Out _Other -- PROJECT (Name)___._U _____ 6ocAH __ . ________ .O ___ _ (Address)_/ ___ -'-U6-=-o __ D_/!_. __ _ ~6,4-0 ,REPORT NO. . 05 9-702tJ2-/'3cJ Building Permit No. ______ ___,c ______ _ Plan File No, _______________ _ Govt. Contract No. _____________ _ OSA or OSHPD #------------- Other _________________ _ MATERIAL DESCRIPTION INSPECTION CHECKLIST _ Rinf.: Rebar v"PJan & Specs _ Rinf.: W.W.F. . _ Clearances _ Rinf.: Tendons ·_ Positions _ Cone.: Mix #/psi _Sizes ___ Cone.: Mbc #/psi _Laps. _ Cone.: Mix #/psi _. _ Future Continuity #/psi _ Grout: Mix #/p~[ _ Consolidation __L""Mortar: Type/psi t [ilOOl'IL _ Mortar Batching 1 . ·_ Units: Block. _ Electrode Storage _ Units: Brick _ Torque Applied _. _Steel _H.S.Bolts . _ Metal Decking _ Electrodes: _ Fireproofing _ Other _ Corrective action required __ _ Corrections completed REMARKS tvGS Dir{ I i-1 c.o -~) (;Afl~E/!d Jf/U>: 17-212~ !6rr/fz l>ll'ti: .Cj 7 -.2 I 'Zf -Seeci kk , b-JJPf.,c:Q o H t f!.e'JJ tDfAJ <ON . PLA C/bME.t-,./T o F CiJHC/2UE; . I-.( MOH I?- U cl l tr (QH IZ;A:f, /h-l 0 WEJT s,oe. LIPr, h-!D S"[lfeTM . WI [II . /3{)/(,{)l,if(; - -CoMMENt .• Tof' OF 'rOOT1Af4J' IN lr/)D/1701-/ TO PU fLMJs. CERTIFICATION OF COMPLIANCE: To the be$! 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 f;reto1 R • ~11,-/~Z INSPECTORSIGNATURF ~~~-.. PSI-B-900-170(2) ~ CERT. No.~CM::....:.!..!-~.:::.::..:...Y:: _ _.:1G_:_t_z ____ _ DATE--__:_/=-'l_-:..::/{t);_-_9:....,!7:,__ __ __,..._.__ __ _ !J •/ · Professional Service Industries, Inc. ~ _ • American Engineering Division · _ -· · · -Page 2ot Z INSPECTI-ON REPORi Project Name (per plans) _u.:::....;· ;:_6_0_l_M--'--'-D __ -'---_--'--~------------0_5_9_-_7_0--'Z=-0-'--'2..=-- Inspection Date Nf. Inspector's Name__._..:..:.=..=-:..;:..~~...L.L.!:=::....:..:;;:~~~.::.__~~=--- Ps1 B-900-171 Page~of_f_ ,INSPECTION REPORT (.£;6 ex.Ario. CLIENT _______ _ DATE_..._./2'----------/_Z_--_9_7 __ _ Architect __ /lo_,::.._-_J;_7o._rp_r_o_£---'-, ~-'-------- Engineer __ Nf,_~=--' ---=-----N~/ _ _,_f?i_u_w,_N_· _· ----- Contractor~¥!) .D/Z.e}' /47(Ji(j MA:f{)/(,e,y. I INSPECTION -MAT'l S·AMPLING QTY _OSHPD _Conc.rete Cylinders -- _OSA _Cement -- _Specialty _ Mortar Samples _ Mechanical _· _ Grout Samples -- _ Electrical _ Masonry Prisms -- _Roofing _ Masonry Block -- _ Concrete ·-. _ Fireproofing -- ~asonry _ 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) 6~ J' I/EL) ~ (Address)__._/_~--'-::c..;::;..· -=-O__;s:Q;;....,.K---:... _ ~JB"1o, DJ·. REPORT NO. -----=...::(J;,._S'.....:.1_----L7...:;:.CJ-=~~2;,._-_ Building Permit No. ___ __._9__.7'---_;;..Z_/_2-0--=---- Plan Fi.le N6,-,----------------- Govt. Contract No.-'-'----------------- OSA or OSHPD #------------- Other __ '------------------ MATERIAL DESCRIPT°ION INSPECTION CHECKLIST -.. _ Rinf.: Rebar _L Plan & Specs _ Rinf.: W.W.F. _ Clearances _ Rinf.: Tendons _ Positions -.-Cone.: Mix #/psi __ Sizes __ Cone.: Mix #/psi _Laps _ Cone.: Mix #/psi _ Future Continuity #/psi _ Grout: Mix #/psi _ _ Consolidation _ Mortar: Type/psi -. 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 'fJf/£JJtt tl-(2·-97 G:;AVJlN£itJ J~ : Cf7-;i._llk; -Ji7evk /'/2.eJt.1~ &I. /JC1Jcb--1tp<-1T OP 60/f~ NM I . . A/6tfJ S Hw . 6//IU)/A/"6, Uloee /'{3,ri!-/'(1-NJ. 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 c;:odes. This report covers the locations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME {!,,f/!:,t,o.1. /!. ~ &(~c CERT. NO.~r!l,r;_a:_, -~_'t/r_17/_;_?c_2'--. ----- ·~Prl~l::'1 /"" -· •• Afj/1 INSPECTOR SIGNATURE ~~~_.,M . . DATE_· ___ ..... -_/;__Z_-_/_Z_-9_.!,..? ____ -'---___ _ PSI-B-900-170(2) . _ -- ~ ·1En~ I t::!t:u'::1i::' · Page__1_ of _f_ Consulting • Engineering • Testing INSPECTION REPORT 6~ PROJECT (Name) LE/4o<.kJl) .. (Address) / (.,GG O 0/Z. CLIENT _________ _ DATE __ lz_-_\_S_-_9~] __ _ CA12.LSMQ t--\--o k REPORT NO. 059-70 wz_ --1.:2£3 Architect Sill.D·LO E Building Permit No. 7 ~ PvNt-J Plah File No. Engineer MA.e:r7H Govt Contract No. ~ OSA or OSHPD # Contractor. B~AAD.S .LJc.. Other INSPECTION MAT'L SAMPLING QTY MATERIAL DESCRIPTION INSPECTION CHECKLIST _OSHPD _Concrete·Cylinders --_ Rinf.: Rebar Vp1an & Specs _OSA _Cement --_ Rini.: W.W.F. _ Clearances _Specialty ,_........ Mortar Samples -:.L _. Rinf.: Tendons _ Positions _ Mechanical _ Grout Samples -. Cone.: Mi~ #/psi _Sizes _Electrical _ Masonry Prisms --_ Cone.: Mix #/psi -. _ Laps _Roofing _ Masonry Block ---. _ Cone.: Mix #/psi _ Future Continuity #/psi _Concrete _ Fireproofing _. _ Grout: Mix #/psi _. _ Consolidation .-&asonry _ Units (block or brick) --/' M<;>rtar: Type/psi S /J Jbo ['.J/ _ Mortar Batching v"'struct Steel _ Asphalt Concrete --_ Units: Block _ Electrode Storage _ Prestress Cone _Roofing --_ Units: .Brick _ Torque Applied _ Pile Driving _ Reinf. Steel --_Ste~! _ Fireproofing _Steel --_H.S.Bolts _Waterproofing -. _ H.S. Bolts --· _ Metal Decking . _ Non-Destructive _. Tendon (PT Strands) --_ Electrodes _Soils Technician _Other --_. Firepro9fing . _ Batch Plant _. Other --_Other . _ Corrective action required __ _ Bolt Pull-Out _Other _ Corrections completed REMARKS MONDk-/ JZ-IS"-97 G; /rfJ.}lcfi U 1J 5/tf:,I? . .. 97--Ul~ M.,4-r,.; r. 97 -:.z._120 -SPE:CJAL l N-SP ~CJ] o J.../ P@U1Di?o OH P~·£N1 OF UY-I~ /'14 :SON (<.-'i U>--11-r.S DH fif-JT Ut=-r Ot-1 S'OurH kH.o. NOJZll/-S!tJe WA-U.<f k1 t}~(hU . ~~ I {)N~ &U OP 3 M()K{l+,e. oA-M f'W N!A-l)G ,:0£ ~Hl.P/!ESS"IOH n,Jr. Mo!U'M. IYl'E s_ J!(X) l'Jl /<[:-o)()( Jell) ( U}hf ,P' .e6.[J/d11) , (J.f £ tUotUc:- I ,, Pf,AZ. P(A-1.JS. -0 6.JU-1/€,I{) ~OH <JF .J772UU/l);Z4(_ ~ Fol<. M £ ZV/,Jtl/6= AT /,f-frl Nll. ALA:tJiF.,. bJL U)/,A.f 6, uJoeJc:.. IH . fJ!()Gf!Ed/ (N()1 WMl'L£n=1J) ., I CERTIFICATION OF COMPLIANCE: To the.best of our knowledge, all of the reported work, unless otherwise noted, substantially complies with approved plans, specifications and applicable sections of the building codes. This report.covers the.loc.ations of the work inspected only and does not constitute engineering opin- ion or project control. INSPECTOR NAME fA-fWJ t. !/4&-,,AH£>£Z CERT.NO. C/YI/IC!tl)r 1-tz INSPECTOR SIGNATURE ~ DATE· /Z-IS-97 PSI-B-900·170(1) 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 ~2008 DATE: March 12, 1998 REVISION #1 OUR REPORT NO.: ·05·9-70202-356 FIELD DATA: LOCATION OF PLACEMENT SLAB-ON-GRADE @ SOUTHWEST SIDE @ GARDENER'S SHED PERMIT# 97-2126 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % March 03, 1998 10:00 am 4 1/2 AIR TEMPERATURE, °F 60 CONCRETE TEMPERATURE, °F 67 DATE RECEIVED IN LAB March 04, 1998 FIELD DATA SUBMITTED BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TICKET NO./TRUGK NO. MIX NUMBER A_ND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NOTE· APPLICABLE.Ali'.[lli;IANP.ABC!S UNLESS OTHEBWJSE INDICATED· SLUMP· C143-90a· AIR CONTENT' c2a1,91b· TEMPERATUBE· C1064-86193)· CAPPING: COMPRESSION TEST RESULTS ASTMC39-94 NELSON & SLOAN 681568 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA NUMBER OR SET NO. (DAYS) TEST (LBS:) (IN.) (SQ.IN:) 16474 A 7 03/1.0/98 60000 6.00 28.27 16474 B 28 03/3i/98 110000 6.00 28.27 16474 C 28 03/31/98 107000 6.00 28.27 16474 D SPECIFICATIONS 28 REMARKS: ~ Cylinders made by PSI representative. Cylinders picked up by PSI X represent~tive. Cylinders made by Architect's or Contracto~s representative. Cylinders delivered to PSI laboratory. ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ 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 PE_RMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC. PSI A-200·4 (4)F STRENGTH (PSI) 2120 3890 3780 3000 TYPE OF BREAK Cone Cone Cone Respectfully submitted, 5:::;_ervice Industries, Inc. DAVID J. 1 !_-RT DISTRICT~GER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 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: March 12, . 1998 REVISION #1 OUR REPORT NO.: 059-70202-355 FIELD DATA: LOCATION OF PLACEMENT SLAB-ON-GRADE @ EAST 'SIDE @ GARDENER I S SHED PERMIT# 97-2126 DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F CONCRETE TEMPERATURE, °F March 03, 1998 09:05 am 3 1/'4 60 DATE RECEIVED IN LAB March 04, 1998 FIELD DATA SUBMITTED.BY PSI\CARLOS HERNANDEZ MIX DATA SUBMITTED BY NELSON & SLOAN SUPPLIER DELIVERY TIQKET NO./TRUCK NO. MIX.NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NQIE:..!,EJ:LICA6LE ASTM STAND.A8lls.\!Nl.ES.S..O.lliE™SEJNDJCAJE!): SLUMP· C143-9Da· AIR CONTENT· C23J-9W TEMPERATURE· C1064-86(93l;J;APPJN.G.:laz.llii. COMPRESSION TEST RESULTS ASTM C39·94 .NELSON & SLOAN 681515 522 SPECIMEN TEST TOTAL CYLINDER CYLINDER COMPRESSIVE LABORATORY IDENTIFICATION AGE DATE OF LOAD DIAMETER AREA· NUMBER OR SET NO. (DAYS) TEST (tBS.) (IN.) (SQ.IN.) 16473 A 7 03/10/98 57000 6.00 28.27 16473 B 28 03/;31/98 94000 6.00 ~8.27 16473 C 28 _03/31/98 93000 6.bo 28.27 16473 D SPECIFICATIONS 28 REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X representative. Cylinders made by Architect's or Conlracto(s representative. Cylinders !Jelivered to PSI laboratory. 7-DAY BREAK BELOW 70% SPECIFICATION REQUIREMENT CAP 280DAY BREAKS TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT·BE INDICATIVE OF THE ENTIRE' CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROFESSIONAL SERVICE INDUSTRIES, INC, PSI A-200•4 (4)F STRENGTH (PSI) TYPE OF BREAK 2020 Cone 3330 Cone 3290 Cone 3.000 Respectfully submitted, ~"ona/Se~ic~c. DAVID J:. YAN, Ref DIS TRI MANAGER Information To Build On Professional Service Industries, Inc.• 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 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 ~2008 DATE: March 12, i998 OUR REPORT NO.: 059-70202-356 FIELD DATA: LOCATION OF PLACEMENT SLAB-ON-GRADE @ SOUTHWEST SIDE @ GARDENER'S SHED PERMIT # 97--2126 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 March 03, 1998 10:00 am 4 1/2 60 67 . March 04, :1:998 PSI\CARLOS HERNANDEi NELSON & SLOAN SUPPLIER DELIVERY TICKE:T NO.rrRUCK NO. MIX Nl.JMBE:R AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE -AOMD<TURE NP.IE;.APJ'.LLCA61.E.MIMrnDAB.®.!JN!.E.S.ll..Qil!IIBl'VISE INPICATED~~&Qa:.AIB..CPNTENI· C231-91b-TEMPERATURE· C)064-86(93}· CAPPING· C1231-93 COMPRESSION TEST RESULTS ASTM.C39-94 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) 16474 A 7 03/10/98 60000 6.00 28.27 2120 16474 B 28 03/31/98 16474 C 28 03/31/98 16474 D SPECIFICATIONS 28 3000 .. NELSON & SLOAN 681568 522 TYPE OF BREAK Cone REMARKS: X Cylinders made by PSI representative. Cylinders picked up by PSI X represe_ntative: test results-comply with applicable specifications. Cylinders made by Architect's or Contractors representative. Test results do not comply with Cylinders delivered to PSI laboratory. .applicable specifications. - ALL CYLINDERS CAPPED IN ACCORDANCE WITH ASTM C617-94. TECHNICIAN: CARLOS HERNANDEZ cc: LEGOLAND (4), BERNARD BROTHERS, H.O·.K., CITY OF CARLSBAD THESE TEST RES UL TS APPLY ONLY TO THE SPECIFIC SAMPLES TESTED AND MAY NOT BE·INDICATIVE OF THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE REPRODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERMISSION BY PROF-ESSIONAL SERVICE INDUSTRIES,.INC. - PSI A-200-4 (4)F Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF DAiLY BUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck.Schneider ROOFING CONTRACTOR: Hayden Roofing Company PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA DATE: February 28, 19?8, Saturday REPORT NO: 059-70202, 219-77044 (13) ~~ Areas worked: Gardener's Shed --------------------,---,---.-----· % Roof Compieted:_-_--'-3 ..... 3=% ____ _ Weather: sunny and clear Temperature: 55 °P to 70 °P Roofing foreman: Bill Sellon Crew Size: 5 Time Worked: · _ 6:30 AM to 1 :30 PM Cant Size: 2" Type of Drain: Smith Cricket size/slope.: 1/2" per foot Deck Type: plywood Clean: yes Dry: yes. .Slope: 1/4" per foot Material Protection: On pallets? yes Covered? yes . Labeled? yes Dry? __ y'""e=s __ _ Base Ply: GS Glasbase Base Sheet, #25 Attachment: Senco Staples & tape or 1" sq. head nails Spacing: 12" O.C. two rolls center of sheet 9-" O.C. on laps _ . Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS~2-3-III Modified Number of Piles: Three · Application Method:--=s=-o=lid=-=h=ot"-'m=· =oli=--p--'----'----- Surfacing: Type: none today Etnbedment: __ _ Flashing Type: Flintlastic GMS/fl Modified Asphalt _ Spec.#. ==M=B=F=--------- Attachment Method: solid hot mop. . Fastener:_---'-~------Spacing: Bitumen: Type: ill Bulk shipment or carton? carton _ (EVT °F) Kettle Temp: 9:30 a.m. _ 440 °F 11:30 p.m. 500 °F 1:00 p.m. 500 °F Rooftop Temp.: ___ a.m. °F .p.m. ---'-----'-'--°F ___ p.m. __ °F Edge Metal Type: -=n/=-=a-------'------'--------,-------,.-'---Gauge: ____ _ Counter Flashing: Type:~n/~a~~------~----,--~--Gauge: _____ _ Night Seal: ___,h=o=t-=a::,ispa=h=al=t-----'-~------------------,-'---------- Debris Removed: yes Penetrations Sealed:_y.,_e=s~ __ Test Cut: -=n=o ______ _ COMMENTS: 1. Installed 3" cant strip at base of wall fastened to plywood deck with #8 nails, 12" O.C 2. Covered metal seismic strap with one ply of modified. · 3. Installed one ply of GS Glasbase 25# base sheet over plywood deck fastened with 1" square head nails. Two rolls 18" O.C. and 9" O.C. on laps. Mastic at drains. · 4. Solid hot mop one ply of Plintglas Type IV over attached base sheet with hand mops and felt machine. 5. Primed block wall, 4 lead pipe jacks and one vent. 6. Solid hot mop one ply of Poly base ~heet around pipes, drains, and vents. 7. Set four pipe jacks and one vent in mastic over poly base sheet. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 .. ...... • r ... ~:; / _;:,.,o .... :--,' -· ·-.-;')."'..- ~ ~ ....( t-) i ~ 1 ~ I' ... -'i •. ,-,~.:,•· ~ ()--... I ..._ \ fl) -1. -·t . ,, . ~ .. -;._.--. .•. ·1 :-t I 'r:· .. · :.· 2 -.:-~ .. : --,;_7 ·I, ~- •;. . ----.. -.. --~~~f\ \::;~;,;.;,;;~--;:-:-··· '~,: ,. ., . .: ~---:-.· ~--.J. ;_ r .--H --·-_,,..:.'$ -~.~~'.'~:f"it~x~:·::.-,: -~: --J :~;v. __ ' .-.. .-1.t --·~-.- 'j. \, R~PORT OF GROUT -PRISM COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle PROJECT: Legoland Theme Park Carlsbad,. California Permit # 97-2126 DATE: 23-Feb-98 REPORT NO.: 059-70202-235 LOCATION OF POUR: FIELD DATA LAST LIFT OF CMU WALLS AT GARDENERS SHED DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16269 A 16269 B 16269 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 7 28 28 28 22-Jar\-98 12:25 PM 8" 68 ?3-Jan-98' PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS (UBC STANDARD-21-18) DATE OF TOTAL SAMPLE TEST LOAD DIMENSiON (L(?S) .. (IN.) 29-Jan-98 190Q0 3X3X6 19-Feb-98 30100 3X3X6 19-Feb-98. 28600 3X3X6 cc: 1 -City of Carlsbad / Pat Kelley 1 -Bernards Brothers Construction / Alex Young 1 -H.O.K. / Chris Rooney 4 -LegoLand SAMPLE AREA (SQ.IN.) 9 SUPPLIER DELIVERY TICKET NO. MIX# & PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 2110 PALOMAR TRANSIT MIX 799688/553 386201 OBSERVATIONS Samples made by PSI representative Samples made by Others 9. 3340, [K] D ~ D ~ D Samples picked up by PSI Representative 9 3180 ·2000 Samples delivered to PSI laboratory Test results comp_ly with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER Respectfully submitted, ~=r1n~u'f- Jnformation To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF GROUT PRISM COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. 5600 Avenida Encinas, SL11te· 130 Carlsbad, CA 9200~ Attn: David Cattle PROJECT: Legoland Theme-Park Carlsbad, CaJifornia Permit# 97-2126 DATE: 13-Feb-98 REPORT NO.: 059-70202_;_207 LOCATION OF POUR: FIELD DATA THIRD LIFT OF CMU WALL AT GARDENER'S SHED DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16230 A 16230 B 16230 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 7 28 28 28 15-,-Jan-98 12:05.PM 8" · 19-Jan-98 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULTS {UBC STANDARD' 21-18) DATE OF TOTAL SAMPLE TEST LOAD DIMENS,1O1\ (LBS) (IN.) 22-Jan-98 24000 3X3X6 12-Feb-98 35500 3X3X6 12-Feb-98 32600 3X3X6 cc: 1 -City of Carlsbad / Pat Kelley 1 -Bernards Brothers Construction / Alex Young 1 -_H.O.K. / Chris Rooney· 4 -Legoland SAMPLE AREA (SQ.IN.) 10.23 9.92 10.23 SUPPl,.IER DELIVERY TICKET NO. MIX# &.PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE COMPRESSIVE STRENGTH '{PSI) 2350 3580 3190 2000 00 D ~ D []] D PALOMAR TRANSIT MIX 798446/61 386201 OBSERVATIONS Samples made by PSI representative Samples made·by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CONF Respectfully submitted, Professional Service Industries, Inc. &~.y Information To Build On MS Professional s·ervice Industries, Inc. • 6867 Nancy Ridge Drive, Suite· E • San Diego, CA 92121-• Phone 619/455-0544 • Fax 619/455-1170 REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. DATE: 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle 13-Feb-98 PROJECT, Legoland Theme Park Carlsbad, California Permit# 97-'-2126 REPORT NO.: 059-70202-206 FIELD DATA LOCATION OF POUR: LAST LIFT OF CMU WALLS ON GARDENER'S SHED AT SOUTH SIDE DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY LAB CYLINDER No. NO.: 16228 A 16228 B 16228 C SPECIFICATIONS REMARKS: TEST AGE (DAYS) 7 28 28 28 15-Jan-98 2:00PM 19-Jan-98 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESULT$ DATE OF TOTAL SAMPLE TEST LOAD DIMENSION (LBS) (I_N.) 22-Jan-98 7820 2X4 12-Fel;>-98 13200 2X4 12~Feb-98 13400 2X4 cc: 1-City of Carlsbad /-.Pat Kelley 1 -Bernards Brothers· Construction / Alex :Young 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SO.IN.) '3.14 3.14 3.14 . . SUP.PLIER JOB-SITE MIXED DELIVERY TICKET NO. MIX# & PROPORTIONS TYPE •s• CEMENT WATER FINE AGGREGATE COARSE AG.GREGATE ADMIXTURE COMPRESSIVE STRENGTH (PSI) 2490 4200 4270 1800 CR] D [!] D ~ D OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications . TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ CO FO MS Respectfully submitted, ll:::7j~us~ Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 l -., Environme!1fal • Geotechn,cal "Construction Consulting • Engineering • Testing REPORT OF MORTAR COMPRESSION TEST TESTED FOR: Legoland Estates, Inc. 5600 Avenida Encinas, Suite 130 Carlsbad, CA 92008 Attn: David Cattle PROJECT: Legoland Theme Park Carlsbad, California pERMIT # 97-2126 DATE: 15-Jan-98 REPORT NO.: 059-70202-143 LOCATION OF POUR: Fll;LD DATA FIRST LIFT OF CMU WALLS @ 1.5-D GARDENER'S SHED DATE POURED: TIME SLUMP, IN. AIR TEMPERATURE, F CONCRETE TEMPERATURE, F DATE RECEIVED IN LAB FIELD DATA SUBMITTED BY MIX DATA SUBMITTED BY 15-Dec-97 1:30 PM 17-Dec-97 PSI/CARLOS HERNANDEZ SUPPLIER COMPRESSION TEST RESUL T-S LAB CYLINDER TEST DATE OF TOTAL SAMPLE No. NO.: AG(= TEST LOAD DIMENSIO~ (DAYS). (LBS) (l('I.) 16017 A 7 22-Dec-97 6940 2X4 16017 B 28 1'2-'-Jan-98 11300 2X4 16017 C 28 12-"'-Jan-98 9800 2X4 SPECIFICATIONS 28 REMARKS: cc: 1 -City of Carlsbad f Pat Kelley 1 -Bernards Brothers Con.str.uction / Alex Young 1 -H.O.K. / Chris Rooney 4 -Legoland SAMPLE AREA (SQ.IN.) 3.14 3.14 3.14 SUPPLIER JOB-SITE MIXED DELIVERY TICKET NO. MIX# & PROPORTIONS TYPE •s• CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE C<;)MPRESSIVE STRENGTH (PS.I) 2210 3600 3120 1800 [Kl D CK] D ~ D OBSERVATIONS Samples made by PSI representative Samples made by Others Samples picked up by PSI Representative Samples delivered to PSI laboratory Test results comply with applicable specifications. Test results do not comply with applicable specifications. TYPE OF FRACTURE, IF OTHER THAN CONICAL ____ _ ~ EQRMS ~::::;]~us~ _ . Inf ~ation r&uild On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 92121 • Phone 619/455-0544 • Fax 619/455-1170 MAR 03 '98 10:53 FR PSI CORONA-CA 909 272 4271 TO SAN DIEGO P.02/02 REPORT OF DA.11..Y BUlLT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road. Carlsbad, CA GENERAL CONTRACTOR: Bernards .Brothers Construction SUPERINTENDENT!S NAME: Chuck Schneid~ ROOFING CONTRACTOR: Hayden Roofing Comp_any DATE: February 28, 1998, Sarurday REPORT NO: 059-70202-. 219-77044 (13) -3c0~ Areas worked: Gardener's Shed ___________________ ....,.. ....... ....,. ____ %.Project Completed:. _____ _ W cather: sunny and clear· ·· Temperature: $5 "F to 70 up Roofing foreillilll: Bill Scllon Crew Size: 5 Time Worked: 6:30 AM. to 1:30 PM Cant Size: 2" Type of Drain: Smith . Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: . yes Slope: 1/4" per foot Material Protection: on·pallets?-yes . Covered?. yes · Labeled'? yes .Dry?_.y __ es __ _ Base Ply: GS Glasbase Base Sheet. #25 Attachment: Senco Stap1es & t.ape or 1" sq. head nails Spacing: 12" O.C. two rolls center of sheet 9" O.C. on laps · Roof Ply Type: Flintglas Type IV and GMS Roll Roofin~ Specification No: GMS-2-3-ill Modified Number of Piles: Three Application Method:_· -=s:.:o..,.li=-d.:.ahc,,.Ot"'-'m=ok!-p____,. ____ _ Surfacing: . Type:-=n=one=-t=oda=-'y __ . ________________ _::Embedment: __ _ Flashing Type:Flintlastic GMS/fl Modified Asphalt Spec.#.:MBF Attachment Method: solid.hot mop. · Fastener: Spacing:-'---- Bitumen: Type: III · Bulk shipment or carton? ______ c ___ ar=-r ___ o=n ___ _ (EVT "F) Kettle Temp:. 9:30 a,m. 440 °F 11:30 p.m. 500 °F 1:00 p.m. 500 "F Rooftop Temp.: ___ a.m. '~f p.m. _____ °F ___ p.m. __ 11F Edge Metal Type: -=n/=-a-----------------Gauge: _____ _ Counter Flashing: Type:--a.::n/,..,a"--,-________________ Gauge: _____ _ Night Seal: hot asphalt .. Debris Removed: yes Penetrations Sealed: _,._ye=s'---__ Test Cut: -=n .... o ____ . _____ _ COMMENTS: 1. Installed 3" cant strip at base of wall fastened to plywood deck·with #8 nails, 12" O.C. 2. Covered metal seismic strap with one ply of modified. 3. Installed one ply of GS Glasbase 25# base sheet over plywood deck fastened with I" square head nails. Two rolls 18" O.C. and 9" O.C. on laps. Mastic at drains. 4. Solid hot mop one ply of Flintglas Type IV over attach~ base sheet with hand mops and felt machine. 5. Primed block wall, 4 pipe ledjacks and one vent. PSI INSPECTOR: Bill Davis Professional Service lnd1mries, Inc., 3SO S. Msplc, Uni! K, Curon:i, CA 91720, (909) 272-4230 ** TOTAL PAGE.02 ** REPORT OF CONCR!=TE COMPRESSION TEST TESTED FOR: DATE: FIELD DATA: MR. DAVID CATTLE LEGOLAND ESTATES INC 5600 AVENIDA ENCINAS SUITE 130 CARLSBAD, CA 92008 November 03-, .1997 .PROJECT: LEGOLAND THEME PARK CARLSBAD, CALIFORNIA REVISION #1 OUR REPORT NO.: 059-70202-56 LOCATION OF PLACEMENT FOOTING @ NORTH WALL GARDNERS SHED DATE PLACED TIME SLUMP, IN. AIR CONTENT, % AIR TEMPERATURE, °F October 23, 1997 07:35 a,m 4 70 CONCRETE TEMPERATURE, °F 81 DATE RECEIVED IN LAB October 24, 1997 · FIELD DATA SUBMITTED BY PSI\DORRELL DUQUETTE MIX DATA SUBMITTED BY SUPPLIER SUPPLIER DELIVE::RY TICKET NO./TRUCK NO. MIX NUMBER AND PROPORTIONS CEMENT WATER FINE AGGREGATE COARSE AGGREGATE ADMIXTURE NELSON & SLOAN 606004 593/ 3000 psi TYPE II 10 GAL tlQIE:.AeeLICABLE ASTM STAtlPABPS UNLESS OTHERWISE INDICATED· sujMp· i;143:9oa· AIR COtlTENJ:• C231-111 b· TEMPERATURE· Cj064-B6(93) LABORATORY NUMBER 15629 15629 15629 15629 SPECIFICATIONS REMARKS: COMPRESSION TEST RESULTS ASTMC39-94 SPECIMEN TEST IDENTIFICATION AGE DATE OF OR SET NO. (DAYS) TEST A 7 10/30/97 B 28 11/20/97 C 28 11/20/97 D 28 X Cylinders made by PSI representative. Cylinders made by Architect's or· Con!rec!o(s representative. TOTAL CYLINDER LOAD DIAMETER (LBS.) {IN.) 66000 6.00 100000 6.00 98000 6.00 . Cylinders picked up by PSI X represen\ative. Cylinders delivered lo PSI laboratory. TECHNICIAN: DORRELL DUQUETTE CYLINDER COMPRESSIVE AREA STRENGTH (SQ.IN.) (PSI) TYPE OF BREAK 28.27 2330 Cone 48.27 3540 Cone 28.27 3470 Cone 3000 x Test results comply with applicable specifications. Tes! results do not comply with applicatile specifications. s coNfORM Respectfully submitted, cc: LEGOLAND (4), BERNARD BROTHERS, H.O.K., ·CITY OF CARLSBAD ~ro~essiQnal Service Industries, Inc. J~(I-C,- THESE TEST RESULTS APPLY ONLY TO·THE SPECIFIC SAMPLES TESTED AND MAY NOT BE INDICATIVE OF -THE ENTIRE CONCRETE PLACEMENT. REPORTS MAY NOT BE RE~RODUCED, EXCEPT IN FULL, WITHOUT WRITTEN PERM)SSION BY PROFESSIONAL SERVICE IND.USTRIES, INC. PSIA-200-4(4)F DAVID J:. RYAN, DIST T MANAG Information To Build On Professional Service Industries, Inc. • 6867 Nancy Ridge Drive, Suite E • San Diego, CA 9212:1 • Phone 619/455-0544 • Fax 619/455-1170 REPORT OF DAILY 1,lUILT-UP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. PROJECT: Lego Family Park USA Cannon Road, Carlsbad, CA GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuc;k Schrteidet ROOFING CONTRACTOR: Hayden Roofing Company DATE: March 4, 1998, Wednesday REPORT NO: 059-70202 , 219-77044 (15) --1;3 Areas worked: Gardener's Shed. Maintenance building -----------'--'-----------,----,----~----% 'Roof Completed:. ______ _ Weather: cloudy to partly sunny . Temperature: 50 °F to Roofing foreman: Bill Sellon .Crew-Size: 5 . Time Worked': 6:30 AM to 5:00 PM 65 °F Cant Size: 2" Type of Drain: Smith ·. Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: yes. Slope, 1/4!lper foot Material Protection: On pallets? . yes Covered? yes Labeled? . yes Dry? -Y~e~s __ _ Base Ply: GS Glasbase Base Sheet. #25 . Attachment: l" sq. head nails - Spacing: 18" O.C. two rolls center of sheet 911 O.C. on laps Roof Ply Type: Flintglas Type IV and GMS Roll Roofing . Specification No: GMS-2-3-ill Modified Number of Piles: Tpree Application Method:_s_o=lid=h=ot'e-'. m=op.....,_ _____ _ Surfacing: Type: Brubaker.;Mann (green) Embedment: solid ·hot Flashing Type: . Flintlastic GMS/fl Modified Asphalt Spec.#.:=M=B ____ F __________ _ Attachment Method: solid hot mop ·. Fastener=--~--Spacing: · Bitumen: Type: m Bulk shipment or carton? . . carton (EVT °F) Kettle Temp: 8:00 a.m. 490 °F 10:00 p.m. 500 °P 1:00 p.m. 490 °P R ft T op ____ op ---p.m. __ op oo op emp.: a.m. . . ____ p.m. Edge Metal Type: -=·n/==a-------,----------,------------Gauge: ______ _ Counter Flashing: Type:--=n/:..:::a=---------------'-'-'--------'---Gauge: _____ _ Night Seal: hot asphalt .. Debris Removed: yes Penetrations Sealed:_y..,...e-s ___ Test Cut: ~-~n_o-_____ _ COMMENTS: 1. Sealed all inside comers, pipe penetrations, and vent wiQi Henry 905 Flashmaster Modified Mastic. 2. Flood coat roof surface with hot asphalt using felt machine and .pouring cans artd embeded gravel into asphalt while it is still hot using gravel spreader and shovels. 3. Gardener's Shed 100% covered with gravel, 30 squares complete. Maintenance Building 60% covered with gravel, 100 squares complete. No mastic work done on Maintenance Building. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350 S. Maple, Unit K, Corona, CA 91720, (909) 272-4230 REPORT OF DAILY BUILT-OP ROOFING INSPECTION OWNER: Lego Land Estates, Inc. GENERAL CONTRACTOR: Bernards Brothers Construction SUPERINTENDENT'S NAME: Chuck Schneider ROOFING CONTRACTOR: Hayden Roofing Company DATE: March 3, 1998, Tuesday Areas worked: Gardener's Shed PROJECT: REPORT NO: Lego Family Park USA Cannon Road, Carisbad, CA 059-70202. 219-77044 (14A) -11211 --------------'-------------% Roof Completed:.,.-_____ _ Weather: cloudy Temperature: 55 °F to 70 °F Roofing foreman: Bill s.ellon Crew Size: 5 Time Worked: 6:30 AM to 3:00 PM Cant Size: 2" Type of Drain: Smith Cricket size/slope: 1/2" per foot Deck Type: plywood Clean: yes Dry: yes Slope; .1/4" per foot Material Protection: On pallets? yes Covered? yes Labeled? yes Pry? _y_e~s __ _ Base Ply: GS Glasbase Base Sheet. ·#25 Attachment: l" sq. head nails Spacing: 18". O.C. two rolls center of sheet 911 O.C. on laps _ Roof Ply Type: Flintglas Type IV and GMS Roll Roofing Specification No: GMS-2-3-III Modified Number of Piles: Three Application Method:--"s=o=lid=h=ot"'"'m=·=op ______ _ Surfacing: Type: none today Embecb.nent:_-- Flashing Type: Flintlastic GMS/fl Modified Asphalt Spec.#.==M=B=F=---------- Attachment Method: solid hot mop· . Fastener:. Spacing: Bitumen: Type: III :Sulk Bhipment or carton? carton (EVT °F) Kettle Temp: 9:00 a.m. 500 . °F 11:00 . p.m. 510. °F 1:00 p.m. 510 °F RooftopTemp.:.. a.m. °F _.__ ___ p .. m. ____ °F ___ p.m. __ °F Edge Metal Type: """'n/=-=a-----------+----'----------'--Gauge: _____ _ Counter Flashing: Type:-::n/::.::a:;__ __ ---'------~-------Gauge: _____ _ Night Seal: -----'h=o""""t"""'a=-sp.,__h=a=lt'-----'---,------'--'-----,---'--------~---------- Debris Removed: yes Penetrations Sealed: _y_._e~s~ __ Test·Cut: --=n=o---'------ COMMENTS: 1. Primed drain lead and 4 pipe lead ·and4 lead pipe fl11Shings ·with asphalt primer and set lead in a bed of mastic over poly base sheet. 2. Solid hot mop one ply of Flintlastic GMS modified over one ply of Flintglas Type IV with hand mop and Felft machine. 3. Solid hot mop one ply of Flintlastic G.M.S. Modified over primed block walls and wood nailer. Nailed top of wall with 1" square head nails 8" on center. 4. Installed drain and overflow clamp rings, two each, tighten down with follr bolts each ring. PSI INSPECTOR: Bill Davis Professional Service Industries, Inc., 350. S. Maple, Unit K, Corona, CA .91720, (909) 272-4230 .( -, . :i ' . -.() ----·----: I -~.::-.:--~ :0 .t · -·~ t t ;• -r ----· ·--~--- ~---- .:.. ________ t • . ' ~~ '?!-;·: ---r . -:: r '. . :1 .. ., ----· --·· ',0 . l ----.. j~.~Vt?t~-~-+~i;i:i-::j;<:t·:! i"\ !-: . V\ t