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2555 EL CAMINO REAL; ; 69-76; Permit
NO. DATE, ISSUED DATE FINALED ARCHITECT: BUItDING.PE,RMIT �2GuytP�L , V1172-41 4 7� i PLUMBING PERMIT '%YLL . �GCf2QJ1l�. /���..t.�-GJ r'�'/L�Pc� • / <«. .C. �.0 I'LlZc�/ t►(J• �fla7J�M //ic f5eru5rd # Sl`1 / (Oaf " (O SEWER PERMIT 1�oo�(Iici it 'Cap. Cdntrib. GENERAL CONTRACTOR:. 7 ;'lateral { ELECTRICAL PERMI-T GRADING PERMIT ��h✓1't�2 J ~1 MECHANICAL PERMIT Business License: _ v List of Subs CG>!g ENCROACHMENT PERMIT OTHER: as __. �GONSTRUC`ifION BOND `TO EflECT STORE$ -- RUST DEED LOAN CARLSBAD 92008 OkNERs J. C. PENNEY CO. INC. AS 1301 AVE. OF AMERICAS, NEW YORK, N.Y.10019 LANDSCAPING ARCHT: RRUhM"&'SORENSON' 520 W. 7TH, LOS ANGELES z- CONT. MILLER_& SEVERSON INC. P. $2,247O AVE., LONG BEACH ftAlffTSTORE BLDG.24$2,050,500C� #41946 PURPOSEJEIA - TO CONST$ 50 J19C.3PENNEY STORE BLDG & y� 1� 3� a-0 TBA BLDG. PLAZA'CAMINO REAL"BNOPPINpG/^gCE�NTgEN-- -_�, j CO Bd2525'b�feObAF�aL��F55 REPQRfIS NORT,N 0NJY SEE 2501 EL CAM]NO REAL PERMIT 68-97 (MAY CO) & FOR ORIGINAL MALL PERMIT WHICH INCLUDES: izo (IT-f-OF -CAR 86 BUILDING DEPARTMENT OWNER J/✓/Y�'S'' MAIL ADDRESS CITY TEL. NO. PLUM%21=--?O'A/ STATE CARLSBAD BUSINESS LICENSE NO. LICENSE NO. NO. ITEM FEE TOILET Q $1.25 BATH TUB @ 1.23 SHOWER Q 1.25 WASH BASIN @ - 1.25 KITCHEN SINK Q .1.25 DISHWASHER Q 1.25 LAUNDRY TUB OR TRAY Q 1.25 AUTOMATIC WASHER 1.25 WATER HEATER & VENT @ 1.50 GAS SYSTEM 1 TO 15 .30 EA. ADD, @ 1.50, .FLOOR DRAIN OR SINK 0 1.25 LAWN SPRINKLER @ 2.00 MISC. WATER PIPING 0 1.50 GARBAGE DISPOSAL Q 1.00 VACUUM BREAKER OR BACK FLOW DEVICES I TO 5 Q 2.00 GRADING PLAN YES 0 NO ❑ PERMIT s 2 00 TOTAL. FEE s 4 dO 1 ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE I5 CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING PLUMBING. I CERTIFY THAT I AM PROPERLY REGISTERED AND LI- CENSED AS REQUIRED BY THE CITY OF CARLSBAD AND STATE.OF CALIFORNIA OR THAT I AM THE LEGAL OWNER OF THE ABOVE DESCRIBED RESIDENTIAL PROPERTY. SIGNATURE "e"og — �� OF PERMITTEE -{ "'-x - PERMIT - APPLICATION ,61 0 ADD BUILDEI SG NEAREST CROSS ST. GROUP-- ' ZONE Inspection Record APPROVALS DATE INSPECTOR'S SIGNATURE UNDER FLOOR WORK ROUGH PLUMBING GAS PIPING GAS VENTS PLUMBING FIXTURES MISC. GAS TEST UTILITY CO. NOTIFIED FINAL Wo VALIDATION This is a Plumbing Permit When Properly Filled Out, Signed and Validated. Permit void if work is not commenced within 60 days of date of issuance. CONSTRUCTION LENDER INFORMATION OVEN) CITY OF CARLSBAQM J& APP11(ation"'PuWMILD1hp Permlt, :61LDING DEPARTMEW W i 729-1181 - Ext. 36 Building -Permit Fei For Applicant to Fill In JW30-69 S ,,�Pwn****4,415.50 Owner's Name Mail Address '11 "4 "I Contractor Cohfr. Address To Contf.-� To Add'[:] To Alter'[] Convert El To Move From Type ol''Con Frame, Masonry, etc. To Be Used For &&P- Kind of Founclaf! No- of Stories- U Floor Space (Sq. Ft.) Attached Garage Floor Space (Sq. Ff.) Detached Lots 40, 41,, 42 & portio. Legal Description _ORt s inclusive, all'of Hos-p E. Forest S u b djor, SP, n s + Act A4> 7 zq 3 �i or Section ToN?0� y !9;71�-: Range 32 4 West No. of Existing Building 'Buildinq Dept. Use On Building Address St. Near 21 Set -Back Bldg. ValuafiogA_Man Front P.L. -.Main Bldg. Side P.L. Garage Real P.L. other Group Zone A'p-X* oved by Contractor City Bus., -Lic-. No. Water Meter Sewage Disposal System Inspection Record: Will this corllr ction include any plumbing,-ifis , tdlrW�ic'n or alter- ation?- Y. No ED Signature- of Applica f I ACKNOWLEDGE THAT 1, HAVE EAD THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT ANQ_AG.REE TO COMPLY WITH ALL CITY AND STATE- LAWS' REGULA!rmqk -BUILDING. Utility Company Notified Date_ By-, I CERTIFY THAT I AM PROPERLY REGISTERED AND/OR Final LICENSED AS REQUIRED BY CITY OF CARLSBAD AND STATE OF CALIFORNIA OR THAT I AM THE LEGAL OWNER It a check is 'rendered for ment 4or'f he above fee and the b OF THE ABOVE DESCRIBED RESIDENTIAL PROPERTY. check is not honored 2� �Ily presented for, payment, your SIGNATURE building permit will e immediately revoked. OF PERMITTEE City of Carlsbad Dept. Permit void if work is not commenced within 60 days of issuance. CITY OF CARLSBAD PERMIT Nam. TOTAL FEE' $— BUILDING DEPARTMENT 729-1 181 - Ext. 36 Application for ELECTRICAL Permit, For A licant to Fill In Building Dept. Use Only pP PERMIT FEES: Each Fee F%48-49 - C 115-'7 *****9 -00 Item Recot. Sw. BUILDING- ADDRESS;, Ir4!i. Y Lighting fixtures w/ballast for each 10 $ 1.00 St. Near Elec. Ranges, Clothes rDryers, Water Heaters .50 OWNER: 04 / 11 l C. Iec. Space Heaters Dishwashers, Garbage Disposers, Auto. Washers, Sta. Cooking Units .50 ADDRESS: �3.®J' -, `7-G JA-,0 -1 OTORS: Per each motor H.P. CITY: Zj0 ;• " ,p Ams- 0 to 1 $ 25 1 to 2 $ .50 TELEPHONE NO. " ® 2 to 5 $ 1,00 5 to 15 $ 1.50 State City Business License License 15 to 50 $ 2.50 50 to 206 $ 5.00 Group Zone By SIGNS: _ -No. trans. Ea. $- 1.00 Inspection Record: _ No. lamps over 50 ea. $ .50 SERVICE: 0 to 150 AMPS For each additional 100 Amps. 40 g 10.00 $ 2.00 OQ -Temp. Power Pole, 100 AMPS or LESS $ 3.00 For Each add'1 Meter, over one per service S 3.00 MISC: Approvals Date B y: , S.UPPLEMENT.ARY—PERMIT:FEE- $ 2.00 Conduit , 40 TOTAL: $746 Temp. Power R. Wirin Fixtures I ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATETHAT THEABOVE IS CORRECT ANDAGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING ELECTRICAL 'WIRING. I CERTIFY THAT I AM PROPERLY LICENSED BY THE CITY OF,CARLSBAD ANDTHE STATE OFCALIFORNIA OR THAT I AM -THE LEGAL OWNER OF THE ABOVE DESCRIBED RESI= DENTIAL PROPERTY. SIGNATURE S.D. G. & E, FINAL: CITY OF CARLSBAD BUILDING DEPARTMENT 729-1 181 - Ext. 36 For Applicant to Fill 'In PERMIT NO, TOTAL FEE .S Application for ELECTRICAL Permit Builc#AT 13$p �u �Qnly63'**** *10,00 PERMIT FEES: xe _ Each Fee BUILDING ADDRESS: Item L Recpt. Sw._ Lighting fixtures .w/ballast-for each 10 S. 1.00 0St. Near Elec. Ranges, Clothes Dryers, Water heaters 50 Of OWNER: Ale lec. Space, Heaters Dishwashers, Garbage isposers, Auto. Washers, Sta. Cooking Units .50' ADDRESS:,ga�d,, (�/Ably/w17 MOTORS: Por each motor. H.P." CITY: I�I�:J r✓ 4 /� . �%�'%J"/•�i 0 to 1 $ 25 1 to 2. $ .56 TELEPHONE NO.- •2 to 5 ii $ 1.00 '5 to 15 $ 1,50 3,0 State / ® City Business License !. ©i? License4-4 •" 15 to 5 S 2.50 50 to 200" $ 5.00 Group Z-ohe B y SIGNS: _ No. trans. Ea. $ 1.00 Inspection Record: No. lamps over 50 ea. $ .50 SERVICE: 0 to 150 AMPS For each additional 100 Amps. $ 10.00 $ 2.00 E Z ' Ct Z Z Ca Z "CO22 tX aCfOx i Temp. Power Pole, 100 AMPS or LESS 1-$ 3.00 0 ®0 We, e "For Each add'1 Meter, over one per service $ 3.00 sc: Approvals Date By: SUPPLEMENTARY PERMIT FEE: $ 2.00 Conduit TOTAL: Temp. Power _ " R. Wiring F ixtures I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THEABOVE-IS CORRECT AND AGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING ELECTRICAL WIRING, I CERTIFY THAT I AM PROPERLY LICENSED BY THE CITY OF CARLSBAD AND THE STATE OF CALIFORNIA OR THAT 1 "AM THE LEGAL OWNER OF THE ABOVE DESCRIBED REST= DENTIAL PROPERTY. ��`• SIGNATURE 0�I PERMITT.EE: Y S.D: G. & E. FINAL: - - CITY OF SBAD BUILDING ATMENT 729-1181 - Ext. 36 For Applicant to Fill In PERMIT NO. TOTAL FEE $ Application for MECHANICAL Permit c�P—" *�Ir*** .�lN 1�0-6R- 630 362.0i} NO. ITEM INSTALLATION AND/OR RELOCATION EACH AMT. ct For the installation or relocation of each forced -air or gravi- ��•Z ty type furnace or burner, including ducts and vents attached to such appliance, up to and including 100,000 B.t.u.'s $ 4.00 +Q - - For the installation or relocation of each forced -air or-gravi- ,foty r( type furnace or burner, including ducts and vents attached _ to such appliance over 100,000-B.t.u.'s $ 5:00 - For the installation- or relocation of each floor furnace, in- cluding vent. $ 4.00 For the installation or relocation of each suspended heater,/ recessed -wall heater or floor mounted unit heater. $ 4.00 g p Y For the installation, relocation or replacement of each ap- pliance vent Installed and not included in an application. $ 2.00 For the repair of, alteration or addition to each o orpti n appliance, refrigeration unit, comfort coaling unit, absorption unit, or evaporative cooling system, including installation of controls -regulated -by this Code. $ 4.00 - BUILDING ADDRESS - - - - For the installation or relocation of each boiler or compres- sor to and including three horsepower, or each absorption system to and including 100,000 B.t.u.'s. $ 4.00 STREET NAME For the installatiomor relocation of each boiler or compres- •sot over -three horsepower to and including 15 horsepower, or CONTRACTOR C/cilc� each absorption system, over 100,000 B.t.u.'s to and inclu- OWNER ding 500,000 B.t.u.'s $ 7.50 For the installation"or relocation of each boiler or compres- sot over -15 horsepower to and including 30 horsepower, or each absorption system over 500,000 B.t.u.'s and including 1,000,000 B.tx.'s. $10.00 • ADDRESS For the installation or relocation of each boiler or compres- sot over 30 horsepowerto and including 50 horsepower, or for each absorption system over 1,000,000 B.t.u.'s to and in- cluding 1,750,,000 B.t.u.'s. $15.00, 7� CITY Fortheinstallation or relocation of each boiler or refrigera- tion compressor over 50 horsepower, or each absorption system over 1,750;000 B.t.u.'s. $25.00 - ®•0 CITY BUSINESS LICENSE NO. For each"air handling unit to and including 10,000 cubic feet per minute, including ducts attached thereto. $ 3.00 , Q CITY- BUSINESS LICENSE N0. For each air handling unit over 10,000 cubic feet per minute. $ 5.00 1IC GROUP For -each evaporative -cooler other than portable type, $ 3.06 For each vent fan connected to a single duct. $ 2.00 For each Ventilation system which is not a portion of any heating, or air conditioning system authorized by a permit. $ 3.00 o+® - " INSPECTION RECORD For the `installation of each hood which is served by me-' - chanical exhaust, including the -ducts for each hood. $ 3.00 For the installation or relocation of each domestic type incinerator.. $ 5.00 For the installation or relocation of each commercial or industrial.type Incinerator. $20.00 For each appliance or piece of equipment regulated by this Code but not classed in, other appliance categories, or for which no other fee is -listed in this Code. $ 3.00 For the issuance of this permit. $ 3.00 •© t ACKNOWLEDGE THAT I HAVE READ THE APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL STATE AND CfTY - LAWS-REGU LATI NO THE MECHANICAL CODEOF THEUNIFORM BUILDING CODE. - - I CERTIFY THAT I AM PROPERLY REGISTERED AND'OR LICENSED AS RE- QUIRED BY THE CIT�OAR SBAD AND ATE OF ALIFORNI OR THAT IAM THE LEGAL DE BF RO ERTY,. DATE JOB FINALEDSIGNEDBYPERMITT IABOVE CITY OF CARLSB BUILDING. DEPART 729-1 181 - Ext. 36 FAr Ap.t�1'eant #o Fill In Owner's Name f � Coritractor4=!9 Contr. Address To Const. ❑ To Add -❑ To Alter ❑ 'Convert ❑ To Move From. - Type of Const. N&� ,Frame, Masonry, etc.- To Be' Used For Kind of Foundation No. of Stories +. Floor Space (Sq. Ft.) Atta & d Garage Floor Space (Sq. Ft.) Detached Legal Description Lot Block Subdivision or Section Township Range No. of Existing Building Will this construction i clu any plumbing installation or alter- ation? Yes ❑ Np3K, Signature of Applicant -I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION - AND STATE THAT THE ABOVE -IS CORRECT AND AGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING BUILDING. Utility Company Notified, =-'Date By .1 CERTIFY THAT i AM -PROPERLY REGISTERED AND/OR Final LICENSED AS REQUIRED BY CITy_-r-OV'dARLSBAD AND STATE OF CALIFORNIA OR THAT-1 AM THE LEGAL OWNER If a check is rendered for payment for the above fee and the OF THE ABOVE DES 1¢ED RES IA PROPERTY.' check is- not honored when presented for payment, your SIGNATURE building permit will be immediately revoked. OF' PERMITTES �'t City of Carlsbad 'Building Dept. CONSTRUCTION- LENDER- 1NFORMATION0 ER A- , licafi, r BUILDING ermif 4 Building "Permif Fee, B� * *** * Sit'=1i>1�,59 ... 5Z cflc +�3,b:00 B�l;l; g.Pe' #:kU euOnl ®uilding^Address ..Y St. 'Near a � Set Back , ,.. "" y y ,' Bldg: Valuation Front P.L. Main Bldg. Side P.L. -- 6arageY' Rear P.L. y Other. Group Zone Approved, 'by _ Contractor City Bus. Lic. No. Water Meter I Sewage Disposal System Inspection -Record' = . Permit void if work is not commenced' within 60 days .of' issuance: CITY OF CARLSBAD 'BUILDING DEPARTMENT 729-1 181 - Ext. 36 For Applicant_ to Fill In PERMIT FEES: U Item Recpt. Sw. PERMIT NO. TOTAL FEE $ Application for'ELECTRICAL Permit f3ui lc� • I q n ali tkakylt.it*1k5c�W Each Fee ` -4BUILDING ADDRESS: jA,56 / � Lighting fixtures w/ballast for each 10 $ 1,.00— St. Near_ Elec. Ranges, Clothes Dryers, Water hleaters .50 OWNEk: _ Elec. Space Heaters Dishwashers, Garbage Disposers, Auto. Washers, Sta. Cooking Units •50 ADDRE -: MOTORS:- Per each -motor H.P. CITY: 0 to 1 $ .25 1 to 2 $ :50 ' TELEPHONE NO. 2 to 5 $ 1.00 5 to 15 $ 1.50 State City Business License License 15 ' to 50 $ 2.50 50 to 200 $ 5.00- Group Zone _ By SIGNS: No. trans. Ea. $ 1.00 Inspection Record: No: lamps over 50 ea. $ .50 SERVICE:- •0 to 150 AMPS For each additional 100 Amps. $ 10.00 $ - 2.00 UI/ T emp. Power - Pole, 100 AMP S or L E SS $ 3.00 A .: . For Each add'1 Meter, over one per service $ 3.00 MISC: Approvals Date By-: SUPPLEMENTARY PERMIT FEE: $ 2.00 Conduit _ Temp . Power - R. Wiring TOTAL:59' Fixtures S.D. G. & E. FINAL: . I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATI-ON AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING ELECTRICAL WIRING. I CERTIFY THAT I AM PROPERLY LICENSED BY THE CITY OF-CARLSBAD AND THE STATE OF CALIFORNIA OR THAT I AM.THE LEGAL OWNER OF THE ABOVE DESCRIBED RESI- dENTLAL PR PltTY. SIGNATURE PERMITTEE: J` CITY OF CARLSBAD BUILDING DEPARTMENT 729-1 181 - Ext. 36 For Applicant to" Fill In TOTAL' FEE S Application for ELECTRICAL Permit Sraexao _""-'#GCS* *** * **5.d0 Building.ep. Usenly PERMIT NO. - i PERMIT".F.EES:. Each Fee BUILDING ADDRESS: � fj Q Item Recpt. Sw. Lighting fiKtures.w/ballast for each 10 $ 1.00 St. Near �. Elec. Ranges, Clothes Dryers, Water, Heaters 50 `A 744S- Elec. Space Heaters Dishwashers, Garbage isposers, Auto. Washers, Sta. Cooking Units •50 ADDRESS: MOTORS: Per each motor H.P. CITY:, D Ae,.,6 0 to 1 $ .25 1 to 2 $ .50 -. TELEPHONE NO., - ( 0-�" 2 to 5 $ 1.00 5 to 1& $ 1.50 State City,_B:usiness License 1/, License _ 15 to 50 S - 2.50 50 to 200 $ 5.00 " Group Zone By SIGNS: _ No. trans. Ea. $ 1.00 Inspection Record: - No. larrips over 50 ea. $ .50 SERVICE: 0 to 150 AMPS For each additional 100 Amps. $ 10.00 $ 2.00 Temp. _Power Pole, 100 AMPS or LESS $ 3.00 -For Eacli add'1 Meter, over one per service $ 3:00 MISC: Approvals- Date By: SUPPLEMENTARY -PERMIT FEE: $ 2.00 Conduit TOTAL: $*� Temp. Power R. Wiring Fixtures I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT ANDAGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING ELECTRICAL WIRING. 1 CERTIFY THAT I AM PROPERLY LICENSED BY THE CITY OFCARLSB'AD AND THE STATE OF CALIFORNIA OR THAT I AM THE LEGAL OWNER OF -E A OVE SCRIBED RESI- DENTIAL PROPEb2Ty. SIGNATURE PERMITTEE• a S.D. G. & E. ' FINAL: CITY OF CARLSBAD BUILDING DEPARTMENT 729-1 18 I - EA 36 For -Applicant to Fill -In Mail Address _S3e-.�'�s J" Contr. Address To 'Const: ,�� To Add ❑ To Alter ❑ �C-nveriO To'Move From Type of Corsi.' Frame, Masonry, etc. To Be Used For - Kind of FoundationNo. of Storie 'Floor Space (Sq. Ft.) Attached Garage Floor Space (Sq. Ft.) Detached Legal' Description Lot Block / Subdivision "k%Z/�% /�.%! Section Township Range No: of Existing- Building Will this construction 'include any plumbing installation- or alter- ation? Yes ❑ No '❑ Signature of Applic I ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING BUILDING I CERTI-FY THAT I AM PROPERLY REGISTERED AND/OR LICENSED AS REQUIRED BY CITY OF CARLSBAD AND STATE OF CALIFORNIA'OR THAT I AM THE LEGAL OWNER OF THE ABOVE DESC E E ENT L PROPERTY. SIGNATURE OF PERMITTEE Application faUDING. Per,� Bu'1 ing_-Pecmit"Fee C i 1=fig StAIR * *.*9,00 /Bfiil;leng Det. Ue- Onl' Y _ Building St. N Set Back _ Bldg,.Naluatibn/ 7 .- Front P.L. 1 ' r' Main Bldg. Side P.L. Garage Rear P.L. othet_ . Grou Zone Contractor City Bus. Lic: No. Water Meter Sewage Cisposal' System Intpe-ction .Record Utility Company Notified — Date- By- Final If a check is Tendered for payment for the above fee and the check is not honored •when - presented'- for payment, your building permit will be immediately revoked. City of.- Carlsbad Building Dept, Permit void -if work 'is not commenced within 60 days of'issuance. • CITY OF CARLSBAD BUILDING DEPARTMENT 729-1 1-81 - Ext. 36 For Applicant to Fill'ln PERMIT FEES: Item'- R ecot. Sw. Lighting fixtures w/ballast for each 10 L_ $ 1 0 Elec. Ranges, Clothes Dryers, Water Heaters .5 Sled. Space Heaters Dishwashers, Garbage Disposers, Auto. Washers, Sta. Cooking Units 5 MOTORS: Per each motor H.P. 0 _ to - 1- $ 2 1 to 2 $ .5 2 to 5 $ 1.0 5 to 15 $ 1.5 15, to 50 $ 2.5 50 to 200 $ 5.0 SIGNS: _ No. trans. Ea. $ 1.0' No. ]am over 50 ea. $ •5i SERVICE:, 0 to 150 AMPS For each -additional 100 Amps. $ 10.0 $ 2.01 Temp.- Power Pole, 100 AMPS or LESS $ 3.0 For Each add') Meter, over one per service $ 3.0 gl14i14 PERMIT FEE: PERMIT NO.l'_TOTAL. FEE $ Application for ELECTRICAL Perm -it Each Fee BUILDING ADDRESS: 0 dcd) St. Neat - 0 C OWNER: 0 ADDRESS: 5 CITY: - 0 0 TELEPHONE NO., 0 State i/ -7/ City- Business0 7 GJ TOTAL: 1 $ I ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATETHAT THEABOVE IS CORRECT AND AGREE TOCOMPLY WITH ALL CITY AND STATE LAWS REGULATING ELECTRICAL WIRING. I CERTIFY THAT I AM PROPERLY LICENSED BY TH.E CITY OFCARLSBAD ANDTHE STATE OFCALIFORNIA OR THAT I AM THE LEGAL O NER THE ABOVE DESCRIBED RESI- DENTIAL PROP SIGNATURE PERMITTEE: 3r`oup: cJ 2orre Inspection Record: Approvals -Date Conduit Temp. Power, R. Wiring Fixtures S.D. G. & E. FINAL: License By B y: P. CITY OF CARLSBAD BUILDING DEPARTMENT 729-1 181 - Ext. 36 A 1:_ t L C:1I I - PERMIT NO TOTAL FEE 3 6 Application for ELECTRICAL Permit r 04 PERMIT FEES: Each Fee BUILDING ADDRESS: Item Recp4. Sw. Light ixt_ures w/ballast for each 10 $ 1.00 t� St. Near T% -E_lec. Ranges; Clothes Dryers, Water Heaters .50 U" OWNER: J, t lec. Space Heaters Dishwashers, Garbage Disposers, Auto. Washers, Sta. Cooling Units .50 ADDRESS: MOTORS:' Per each motor H.P. CITY: 0_ to 1 $ .25 1 to 2 $ .50 TELEPHONE NO. -- 2 to 5 $ 1.00 5 -- - to 15 $ 1.50 State City Business Licens License . �® 15 to 50 $ 2.50 50 to 200 $ 5.00 Group Zone - BY SIGNS: No. trans. Ea. $ 1.00 Inspection Record: No. lamps over 50 ea.- $ .50 SERVICE: 0 to 150 AMPS For each additional 100 Amps. - $ 10.00 $ 2.00 Temp. Power Pole, 100 AMPS or LESS $ 3.00For -Each add•1 Meter, over one per service $ 3.00 _ MISC: Approvals Date By: SUPPLEMENTARY PERMIT FEE: $ 2.00 Conduit TOTAL: Temp. Power R. Wiring Fixtures 1 ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY AND STATE LAWS REGULATING ELECTRICAL WFRING.-I CERTIFY THAT I AM PROPERLY LICENSED BY THE CITY OFCARLSBAD ANDTHE STATE OFCALIFORNIA OR THAT I AM THE LEGAL OWNER OF THE ABOVE DESCRIBED RESI- DENTIAL PROPERTY. SIGNATURE OF PERMITTEE: nc�' S.D. G. & E. FINAL: ` I Y of tAR BA# ;`. BUILDING DEPARTMENT . — 70 SEW'E PERMIPL- CATION �RA-(Z- 4 - 76 g« 362 - t 7Q4,p_ FOR APPLICANT TO PILL IN 63y GffEGK LEGAL - ` BUILDING `�3 '—DESCRIPT[ON-LOfNO_1i ADDRESS _ kz _ r, y BLOCK TRACT NEAREST CROSS ST. �r/� T> C f USE OF ��tr BUILDINGS _ 1r14 !!rw - OWNER �`'` ``�# - -- CONTRACTOR � �I Lf � -..�±e $)5'1/1, 4$701J MAIL '. ADDRESS - ADDRESS * g 1faAr'% _ CITY TEL. NO. OJT Y -A .W ACA-1 TEL. NO. CONNECTION DATA CONTRACTOR'S STATE CARLSBAD BUSINESS Charge Compufation F10,V. LICENSE NO. LICENSE NO. NO: DESCRIPTION OF WORK FEE HOUSE SEWER CONNECTING TO PUBLIC SEWER $3.00 _@ SEPTIC TANK, SEEPAGE PIT OR PITS @ OVERFLOW SEEPAGE PIT, DRAINFIELD EXTN., CESSPOOL, DRYWELL, Iv}ANHOLE @. $5.00 HOUSE SEWER CONNECTING TO PRIVATE DISPOSAL @- $1.50 CONNECT ADDITIONAL BLDG. OR WORK TO HOUSE SEWER @ $1,56 ALTER - REPAIR OR ABANDON HOUSE SEWER OR DISPOSAL- SYSTEM @- $2.00 OWNEIVS AUTHORIZATION PERMIT S 2 W TOTAL FEE- I- HAVE AT THIS DATE A CONTRACT WITH THE HEREIN CONTRACTOR TO CONNECT THE ABOVE DESCRIBED BUIL-D< ING TO THE PUBLIC SEWER. SIGNED THIS DAY OF OWNER OR OWNER'S AGENT ADDRESS. 'f HEREBY ACKNOWLEDGE THAT I - HAVE READ THIS APPLICATION' AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING PLUMBING AND SEWERS. I HEREBY CERTIFY THAT f AM PROPERLY REGISTERED AND/OR LICENSED AS REQUJRED BY -THE CITY OF_GARLS- BAD AND STATE OF CALIFORNIA OR THAT 1 AM THE'LEGAL OWNER OF -THE ABOVE -DESCRIBED RESIDENTIAL PROP] ERTY. SIGNATURE• OF PERMITTEE - Add. Horiz. @ 4" = 6" Add. Vert. @ 4" = 6" — p Total Construction Cost 107o Service Charge Total Lateral Charge k Lat. - No.: Logged in Plat: LINE COST DATA A. D. & Assmt. No. LINE COST: - - - - -' C. C. @ •� dwelling aln't z= -54 [700 or P. S. @ / dwelling - OTHER-.. - - - TOTAL 174a Grand Total, Lateral, etc. FOR SEWER LOCATION V) } t� St: NORTH' Signed This it a Sewer Permif When Properly Filled Ouf, issued By - PERMIT YAUDATION ERIfIG SEWER DEPT. - - ned a alidated' STATE OF -CALIFORNIA—HUMAN RELATIONS AGENCY RONALD:REAGAN, Govern.'or, .: DEPARTMENT OF .'INDUSTRIAL RELATIONS _ DIVISION- OF INDUSTRIAL- SAFETY R �j �j T �j 3460 WILSHIRE 'BOULEVARD, ROOM 906 1't.:LJ �_ J-J i V E LOS 'ANGELES, CALIFORNIA 90005 7. q, into MAR C1TY .QF CARLSBAP . .Building. Department :'enne�y Compaq: - Ine . - 61�1 Orangethorpe StreetZL - Hueria ` 'ark California 90620 Pt : { Attention Mr. Art Brockett Fixture Super#t, indent Re Port AN ACCIDENT PREVENTION SURVEY OF' YOUR:_-__ electrical _Wr'1i1,i7_1'-@Iia_1 $t:Ox'k'.- Type Or operation, — LOCATED - -at= S_ _;Ej tanir q �eO4' Carlsbad — -- = --= - - - - W "- - 1GIADE, BY SAFETY ENGINEER- - - - 11 _E1138C_i21,_ =- - -- :— _ 15 7� DATE BUI A - Ak Bockett.� Fixture EXPiAINED _uWK-i A- NCE JD Requirements for the elimination of unsafe conditions are 'list'ed, below. These unsafe ;conditions 'are•" in violation:. of Adwr4l orders enforced by the Division of Industrial Safety. = The numbers following -the- requirements listed refer to sections 'of the California' Administrative 'Code, Tiflo` B; Title 24', (T24).+ or' LaborCode GE13FtAL 'RF,tUIRE,MENTS -� ; . ;. Cartk3 cite type fuses xiatlled wlthou? .',a'- 'disconnect .iuearis Sri :2iir control ' cabinet of the steam master boiler (Model H.P._ Z0)= •lo6 ted. -on--the - second- floor in_- he_ Vest section o the building. Install the fuses in .extornal y ciperable..s�rat:Ghes`or provide a-md3hanic4l interlrock: on the door of the controller' fuse compartment to prevent access to the fuses while they. -are energized,. " T241240_1-8,,' ..'' ... - Paul 44enn ,Saf ety- Engirkeer : Electr.ca� Section cc Mr.,.:S. 0obtitn • Chief• -Building Inspector 2960-Pio Pica -Drive r = Carlsbad, Ca1if-ornia 92008 : • - Safety QXders of the Division of le dust�isil`.5pfefy triay'6e purchased from Ofiiae of.ProiuremeStr'Doeume_if# Section ; P.O. Box 2019•i, Saeramento> Califorsiia 95820 I- 1 FORM, S=264T-LA. (.REV., 3-69) aoae's-eao=a=ss'�gm ®osr' - 455 GOLDEN GATE AVE., SAN FRANCISCO 3460 WILSHIRE BLVD., LOS ANGELES Legal Addre • • STATE -OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS DIVISION OF INDUSTRIAL SAFETY NOTICE TO EMPLOYER. TO -REMEDY UNSAFE -CONDITIONS OF PLACE OF EMPLOYMENT Division 5 of the Labor Code of California requires that all places of employment be safe, and charges the Division of Industrial Safety with enforcing this. Violation of this provision is a misdemeanor. Person in charge.'. •; "_ — s'`� - `"'°= - --- -- —' ,z s — uS " y:, _e.>� Titletoo V -- r r^ to 7s'e—rax r _`'t ----------- --------- ---- Name' Address Zip Code Type of'business- - - -`' ,r ri-f--- , ---------------- ''` " <rr^�r . Located at_--__-:-- , -- " ' --------_---- Street Address or Location Phone Requiremints•or call ` � r . e �_ N � discussed with _. w • t---#-� - ---- ='Title—�'t �_� -A e - Agri;. 1. H. 603 I Labor I CHECK APPROPRIATEROX County---------- — Territory Number ---=---------------<---- Number of Em p I oye es -------------------_--- Date of Orig. • ��, - Date of this Rest rvey----- -------------------------- Numbee of Unsafe Conditions Insurance Carrier -------- °—-------- -------, -------- For Coding Only Y Firm Code No. Industry Code ,First Survey • - ' Resurvey. Request Special SAFETY REQUIREMENTS m 4 To be complied with on or before ------- -------dk" 'j,,_yi_____-__ Reason For Call �- `` gts�n,c _ F' •�`�'.',;,•� aw •��- sri a��r .� . � � l.� .f ....,' �`'ai: ''��t''�+`�':,. t°%` .� `'^��� 'q .iy<m A:h •�w. ,�-F.'"i a•;E _41 The numbers following the requirements listed refer to sections of the California Administrative Code Title 8 or the, Labor Code'of the State of California. ` SURVEY BY ,�+`, 3n'�.:�-••�_NI' r _ Engineer's Signature FORM S•200 -(REV. 7.66) - XD A OSP- f NC?T�S:. •. ;:�::;.;: ,_,`-..:... ',•__ .- • '• �-bUf�.DiNG AR�1� • .. - .' �yj\ 0 1. -rolb E:V11161T 1.5 oI,%41z MMATIc, Amp 1b iNTeNpCD OPPR'R LL"V L T' ` 6N4Y FOQ TOO PUD!POie-OP 'IM0144TIMif The L.0e.ATI0M pLod.''C. �. 41,i94.5g1 op TAG PEMl, FZO, OEZEM15ts IN TVf P20Jr-cT. IT ADC'i NOT E D SO11148 Duct 0"'TALIIOW TNE:'SVA6T'012; FINAL LOCATION OR n t3' 21G11 `` 'C0WMw1jjDlVIhf0N WALLS•OCL OTMelZ rBQUIREO ARGAITrzerua•At: , 6-raU4T6.(Z4L 7MOCNANIG4L OfL LEA4AELEARlA+ IOB,ROZ' 6@• FT. '— tE \.4`s ELEGTTZIGAL eLE•MSNT•lj, T;R6 LANOLOMP I2C- I2VG$ MALLAKMA •. �f{TL12 ai o T11E M'14NT TO'ELiAAINATE QF2 AVV).AWPTOMAIM CPANf!t4 TOTAL � I a1aT SQ.FL oo �',y '* IN 'TNT Si1�'G2 t.OGATION 'OF t=W C-LrxmEpATb AS MAY ,' i � M s� OE aLncwIII4Cv Fawm T IMC TO Time. . • + = p • 2„DIMtN41045. INDICATED -FOR THe OdMf4ev rQ@M%ei Aae MEASURtD tO TOr: cim-rot Lwe- OF to-reguo2 Amp PARTY WALL4 zANp 70 THE e-ATe¢Idrz: F-AGI'- g 1 0 v A m ` t 4r Qod of trx�t:lz►od w 4u 5.�3 at 1., . C. P E k fit. E Y 4erF1 h s Zi [ gnr �� I 0,' B' - -_kV ae — •r1t %��:. Se' 't'1~i�ni'r 4j a CE11iRRl ' cs�ny f;x' "' .`•7 BkDG- cD�.RT 4 „�_.. �:;7 fix-• • • . � , ,;•.. 0 `�: Q .. , , - Q' ` - �•bw` �,�>> o�. - '• • ' :� E�:A�l � : n , :�;°. •'-. __ '_' �ENCLOtED� "� - — ------. _::�._.�_ - �� _ - •• No, ., o r, ti- s. �`dQA / Olxaw'Me .laver /tirT L0�- C " ✓ $ i'`O awl riv M !• , t LJ tA .10 PLAZA oue� EMTRANCt' pact-, , �y , ,� • •i:p• P05TAL•NU,NGERS771\ °4w } 1. 1 .{ _ •\ SNOr1' (:4NTER• 2Sis EL - � --, I i- 1 � �� -. �': - . �1 �h/ f III• UWUD REAL ..SUITE i I i J `VJ x 1i 1 3 -1 . f zn taos- ttong' i ,� ,� CRAM C. $DALE , CENTER OF61cf + z4, 23 . �' " �!J �L�J lU �. �\ 1 y e P 0 YY A0 00 80 Joe .. AI'PR'O.YED FOR IAK0LID RD -- - ,� ; QENOTEB •OEIBISED PRIMlSE9. LFASIN6 PLAR UPPER ;• PLAZA CAil 140 RE6L DATE F,OR, SNO>!PPN6 - C6I�TER MIL. L• APPRoi►ec FOR TENANT "•0A11f/A1, tAltFllriA• DATE . NO. -6: &IJtL121 NC q I, TH.b t+uielr I5-1544RAMMATI4 BIND' - 401�1'a� L�VDI• 15 114TE%C•e0 ouLY FOR IRE puctPosE OF i p,LDG. G, • yf,AJATr} 691., F,T, 9 __ ` r.n '• - =a, IWC)4�fATIWej TN8 LOCATION of THE M17 L4,R135 DEAA1SED p46M14th,:N TOE PROJt?4T 20,3t r IL 1T cot t4or puaPORr io 4wow 161E N f ,�7� ►2L �, 4— �`(1 \' EXAG T De FINAL" j-OGATIOIJ OF, : - ` ' MfA0Le ARIA 13br G. C 6LUMN,6, vivi4lON WALLS, OR'OTUEFS ''t ' MALL AReA s4 U�t �1�� ' .• ; ek*tx •.;. ,�• RflQuIRED ARCOITECrTURIAL�'sTauG7U¢AL TOTAL I�I,IiS *4• FT. j NELAANIG'AL OR ELECTRICAL ELEMW4. 'Ne LANDL' O¢C QLlSCftVE6 TOLLai61NT TO ELIMINATi OQ ADD•AND TO. MAICS V — 3O i 40 Lf1AN'GE�i IN ''GIOT61E SiZED - q' •,''• `OF sUGN ELEMENTS A6MAY8ErEyUlat • J v,�� _" �'';� . 97QAM TIME TO TIME, • ' ' . -, - - - �' • N y'�` • w ' A 'j.'dIMEN510N6'IUD14At[V FOR 1NE '.`� •� s9 � "' . �� .� , J, � . P9MI6ED PREAiI' 5 AOL MCASURtQ ��,,.-� .�. of R �w. ♦' ' °-N'uw _ ° dW �i Qr Td',TNti Gl,1.11Tef-L WN6''OF INTE Rloit V ' V L t- • V kan aAaT�r WALLS, �►rn To "tua kkTROUVti " o o . - A ' Q► " FACE 0: EwTEatoP, Waf.lb. 1. C. P E TE A�1 T n i.' 0 _A_ -!_ _. M jW�. ; i•.rd a �• °(� ' 1 /• f02 I ti*tlAI `„ ,� •. f •� • i ��s> �F'A6�{. a' �y:a' - m� .� ..� ia:. ., 'JI•T io' -:. so" .I• •I .11 � Mc '-•,�,i- -�-- .� •� - `o: •..' 37 ' Y. ia— � 31 � _.y- ._per r • L -_-may � l� • +i . + J .µ 0 1-eL `_Q.. rL ��� /ILL (1N� IL a' a OG� i` •" .-M1 } G t ( 30L 13 >./ • �' `�` Q ��" `i 40. • : TE R AB h BLDB• ' J1 POSTAL WitAU13 ` a « • a • 3 N slrors ftrcs 4 -ass (p' __ 1 \ , • s : ° ° • dl. « VY .(� r� f 4 ccurti-sSZS z � t 4 :'!.=�„y � '@ � i • • , AL`�-�t is r• cncn terc•pt • 120015 04 2_G8- �--� uwrrR 0PrlcE z�s (C►--- _ • " . :• ' 1 GRAPHIC SCALE' I hJ 7" 1� �.Z i• icae r 4: u-Y 9 `. ILT1 + o •' 0 24 40 GO 00. ►DD 8 - a-za APPROVED FOR L'ANDLO.10 • lEAS I N 0 ;i'lA'�i .e �o i DENOTES DENiSQ•0 PR[MISES .%/;� PLAZA CA1,1111'0• REAL 0L013fiR LEYE! GATE _-- APPROVED FOR TENANT ' f OR: SOAPPI'1I CENTER E x u I `•" • 1 DATE— Sum'! 1AW1140 • at • 0 SOIL AND MATERIxL TESTING LABOhATORY OF NORTH COUNTY, INC. 423 dale Avenue, Escondido, Ualifornia 746-2333 aPURT OF COMPRESSION TESTS Job No. 69-24 92025 Date 4-2-69 Job J. C. Penney Co. � •121 C E Address 2555 E1 Camin-p Real Owner : J. C. Penney Co'., Inc. APR Architect Krumm & Sorenson v Engineer Brandow & Johnson Contractor: Millie & Severson Gar ���� LuHdi Ea G,�a�j-cmmnt Location in Structure: Not reported Mark on specimen #1 #2 #3 Hold Laboratory Number 52 53 Age Tested liays 7' 28 Area, Square inches 2.8.27 28.27 Ultimate Load,Younds 76000 120500 Pounds Per Sq.lneh 2688 4262 Speoitied Strength: Not reported Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of 'kook: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 151 Temperature of Air: Date Made: 3-5-69 Admixture Used: 3 LLAA POZZ Slump: 4" Ticket Number: .58667 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson`. Millie & Severson Eugene Carroll City of Carlsbad,' Bldg. Dept.Al Edmund Bell SOIL AND MkTE) IAL TESTING LABORATORY OF NORTH COUNTY1NC . 423 Hale Avenue, Escondido; •ualifornia 92025 746-2333 xEPURT OF COMPRESSION TESTS Job 1\0.69-24 Date 4-2-69 Job :. J. ^ C. Penney RE � 1. V Address 2555 E1 Camino Real Owner : J. C.-1, Penney Co. Inc. APR 1a, Architect : Krumm & Sorenson " 196 Engineer : 8randow & Johnson OTT 'OF CAR SBAD Contractor: Millie & S-ever -on wilding Location in Structure; Footing Mark on Specimen #1 #2 :.: #3 Hold Laboratory Number 83 Age Tested gays 7 Area, Square Inches 28.27 Ultimate Load,Younds 769000. Pounds Per Sq.Inch 2688 Specified Strength; 300-0 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 69-42 Supplier: lore Mixed Concrete Date Made: 3-26-69 Admixture Used: 3, LAA POZZ Slump: 4" Truck Number: 157 Ticket Number: 74518 Temperature of Air: Temperature of mixture: Speoimens Made By: Gene Carroll Type Of Specimen: Concrete Report Too' Krumm`& Sorenson • • SOIL AND MATERI.&L TESTING LABOMTORY OF NORTH COUNTY, INC. 423 gale Avenue, Escondido, Ualiforn_ia 92025 746-2333 .KEPURT OF COMPRESSION! TESTS Job No. 69-24 Date 4-4— 1 Job J. C. Penney Co. C ff VE Address 2555 E1 Camino Real iff"R1L'a Owner J. C. Penney Co. Inc. AP�` 1969 Architect Krumm & Sorenson, Engineer : Brandow & Johnson CITY OF er L��qa® CARion Contractor: Millie & Severson Building Dep4.rtn`z Location in Structure: Lower Level Column H-4 mark on Specimen #1 #2 #3 Hold Laboratory Number 55 56 Age Tested liays 7 28 Area, Square inches 28.27 28.27 ultimate Load,Younds 75000 112500 Pounds Per Sq.inch 2652 3979 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre mixed Concrete Truck Number: 153 Temperature of Air: Date Made: 3-7-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58689 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad, Bldg. Dept. By Edmund Bell • SOIL AND MATERIAL TESTING 1ABOEATORY OF NORTH COUNTY, INC. 423 Kale Avenue, Escondido, ualifornia 92025 746,-2333 hEPURT OF COMPRESSION TESTS Job No. •69-24 Date 4-4-69 Job : J. C. Penney Address : 2555 El Camino Real % � '- Owner ����� .11�J 1..l• 'J. C. Penney Co. Inc. Architect : Krumm & Sorenson, APR 1969 Engineer : Brandow & Johnson Contractor: Millie & Severson rmy nr Location in Structure; FTG. "i" L-ine B to C €�lr�ti� ��� Mark on specimen #1 #3 Hold Laboratory Number 89 Age Tested gays 7 Area, Square inches 28.27 ultimate Load,Pounds 95500 Pounds Per Sq.inch 3378 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of hock: Capostrano L. G. Mix Proportions -or Number: 69-42 Uer: Pre Mixed Concrete Truck Number: 154 Temperature of Air: Date Made: 3-28-69 Admixture Used: 3 LAA POZZ Slump: • 3 Ticket Number: 74578 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad City, Bldg. D-ept. Edmund Bell 0 0 " SOIL AND MATERIaL TESTING LkBOMTORY OF NORTH COUNTY, INC.. 423 hale Avenue, Escondido, California 92025 746-2333 xEPURT OF COMPRESSION TESTS Jobl�Io. 69-24 Date 3-31-69 Job : J. C. Penney Co. Address 2555 E1 Camino Real Owner J. C. Penney Co. Inc. Architect Krumm & Sore-nson Engineer Brandow & Jo-hn-son Contractor: Millie & Severson Location in Structure: Lower Level Columns So. Entrance Door Pockets dark on Specimen #1 #3 Hold Laboratory .N umbe r 79 kge Tested liays 7 area, Square inches 28.27 Jltimate Load, -Pounds 113500 `-i js Per Sq.inch 4014 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixe-d Truck Number: 153 Temperature of Air: Date Made: 3-24-69 Admixture Used: 3 LAA POZZ Slump: 4 " Ticket Number: 74459 Temperature of Mixture: Specimens Made By: Eugene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Millie & Severson Brandow & Johnson Eugene Carroll Carlsbad City Bldg. Dept. BY Edmund Bell SOIL AND WLTERIAL TESTING LABOPATORY OF NOFLTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 746-2333 xEPURT OF COMPRESSION TESTS ;6Q /V 92025 Job No. 69-24 Date 4-1-69 Job J. C. Penney Co. Address 2555 El Camino Real Owner J. C. Penney Co. Architect Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure: Lower Level Column C-7 Marx on Specimen #1 #2 #3 Laboratory Number 49 50 Hold Age Tested Days 7 28 Area, Square inches 28.27 28.27 ultimate Load,Younds 68500 114500 Pounds, Per Sq.inch 2423 4050 'specified Strength: 3000 --and of Cement Used: Colton Source of Sand: Capistrano L.G. Source Of kook: Capistrano L. G. Mix Proportions or Number: 69-•-43 Supplier: Pre Mixed Concrete .,rook Number: 176 12empe nature of Air: Date Made: 3-4-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58648 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson, Brandow & Johnson Millie & Severson Eugene Carroll y City of Carlsbad Bldg. Dept. By - Edmund Bell-. SOIL AND 1&f TERIAL TESTING LKBOMTORY e OF NORTH COUNTY, INC. 423 tale Avenue, Escondido, Ualifornia• 92025 746-2333 .hEPURT OF COMPRESSION' TESTS Job 1V o. 69-24 - Date 4-1-69 Job : J. C. Penney Co. Address : 2555 'El Camino Real Owner J. C. Penney Co. Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor: Millie & Severson Location in Structure: 1 Line Wall @ M -4 to 8' Elev. Alark on Specimen #1 #2 #3 Laboratory Number 46 47 Hold Age Tested Uays 7 28 Area, Square inches 11.0 11.0 Ultimate Load,Pounds 19700 29050 Pounds Per Sq.lnch 1791 2645 Specified Strength: 2000PSI Brand of Cement Used:C-olton Source of Sand: Source of Rock: Mix Proportions or Number: 68-1-36 Supplier: Pr.e Mixed Date Made: 3-4-69 Admixture Used: 3 LAA POZZ Slump: Truck Number: 146. Ticket Number: 58642 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Grout Report To: Krumm & Sorenson 8-randow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept: B-i' Edmund Bell SOIL AND WLTERIAL TESTING IABOEATORY OF NORTH ,COUNTY, INC. 423 bale Avenue, Escondido-, Ualifornia 92025 746-2333 ' itEPuRT OF COMPRESSION TESTS Job No. 69-24 Date 4-1-69 Job : J. C. Penney & Co. Address : 2555 E1 Camino Real Owner : J. C. Penney & Co. Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson ' Locat-ion-in Structure; 'Escalator Pit @ H Line Mark op, 5pe c imen } Laboratory Number 76 Age Tested liays 7 Area, Square Inches 28.27 ultimate Load,Pounds 76500:i Pounds Per Sq.Inch 2706 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rack: -Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 153 Load 2 Temperature of Air: Date Made: 3=25"69 Admixture Used: Slump: 32 Ticket Number: 3 LAA POZZ Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brand -ow & Johnson Millie & Severson Eugene CarrollT City .of Carlsbad Bldg. Dept. By Edmund Bell —t SOIL AND rd LTERI.KL TESTING LABOEATORY OF NORTH COUNTY, 1NC . 423 Kale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION•TESTS Job NO- 69-24 Date-4-1-69 J'ob J. C.. Penney Co. Address 2555 E1 Camino Real Owner J. C. Penney Co. Architect Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure; np11 Line Wall @ 3.7 10 Ft. Elev. Mark on Specimen #1 r #2 Laboratory Number 43 44 Age Tested liays 7 28 Area, Square inches 3.14 3.14 ultimate Load,Younds 3650 5100 Pounds Per Sq.inch 1162 *1625 Specified Strength: 2000 PSI Brand of Cement Used: Colton Source of Sand: Source of kook: Date Made: 3-4-69 Admixture Used: Mix Proportions or Number:., Cem.. Lime 3 Sump': Supplier: Pre Mixed Concrete Truck Number: Temperature of Air: Ticket Number: 'Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Mortar Report TO: Krumm & Sorenson j Brandow & Johnson Millie & Severson Eugene Carroll �'�-s Carlsbad 0,ty Bldg. Dept. B�'-G-l- Edmun-d Bell * Did not make specified strength .1\I) AlA11,PAXIIAi, r1i'1'I�!i 1/.-\iiOKrl' 0111" OF NORTH COUNTY, I N C. 423 HALE AVE.- ESCONDIDO, CALIF. 92025 . ESCONDIDO - 746.2333 REPORT OF STEEL TESTS Jd'b No: 69-24 Job: J. C. Penney Co. Date: march 28, 1969 Material Steel Bars Sampled By : E. Carroll Manufacturer U.S. Steel Date Received : 3-22;-69 Supplier S-o-ule Steel Dat-e Tested : 3-24-69 Contractor Millie & Severson By Advanced Tests & Inspections, Inc. Specifications A.S.T.M. A 432 A 305 —56T Minimum 60,000 909000 7% BAR CODE OR YIELD TENSIL BEd SIZE NEAT N.O., AREA T.L. .PSI T.L. PSI ELONGATION TEST #5 N.R. .31 18,750 609483 34,110 110,032 125% 900d-4T Accepted f4emarks: The subject specimens conformed to the specifications of ASTm A 432 and ASTM A 305. SOIL AND MATERIaL TESTING LABOMTORY OF NORTH COUNTY, 1NC . 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 .hEPORT OF COMPRESSION TESTS Job No. 69-24 Vate 3-21-69 Job : J. C. Penney _ Address : 2555 E1 Camino Real — Owner' : J. C. Penney Co., Inc. Architect : Krumm & Sorenson T rY �Ij Engineer : Brandow & Johnson -Contractor: Millie & Severson i Y (1,. Location in Structure; Fgt. Elevator Pit Walls Mark on Specimen #1 ' Laboratory Number 64 Age Tested Uays 7 Area, Square inches 28.27 ultimate Load,Pounds 90500. Pounds Per Sq.lnch 3201' Specified Strength: 3000 Drand of Cement Used: Colton Source of Sand: Capistrano L. G. Source Of kook: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 176 Date Made: 3-14-69 Admixture Used: 3 LAA POZZ Slump: 3111 Ticket Number: 58884 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson, Eugene Carroll B i City of Carlsbad Bldg. Dept. Y L_umullu UG.L_L Cement K R u 1.1 M & 8 0 R D r S 0 -A A R C H I T E C T S 4. 5. ampelsky 6. -G. TyIac,Wevia -R* oebrarn -Brazidmd L. ,Tohwtva J. C. IMM MI" STORE BUILDING & T.B.I-,.. PLAZA CWTUNO Em. L ITH MIDIG - OEM tmsmm).; oxapoRmA R-Offiams a. SPECIFICATION ADDEMA SUBMIRY % R� NO DATE DESCRIM1011 ISSUED 20 -DAU, P-I 2-10-69 Mitcellameous StractVIM-1 ReVislvns & ClarifiMblow I thra 7 PI-11-69 F,-2 2-27-69 Added colums at -Toi a, tr e. -Revisiva t-0, m-st wa-'Ut (line I 'bet"reen 3 &-'5) 1 thra 8 2-2-S-69 R-2 Revised 3-6-69 ileviseri lomtiom of m.U.9 @ line P 3 p 7. 8 o Copies) 3-10-6n, R-3 3-10-69 J?envey final approval 2-5-69 sifts. 4., 5-.,' 1-1, thru 8 RA 3-10-69 Addendmi #1 P,-5 3-2.-69 Penney final approval 2-5-69- - SWr-s- 2, 3, 4., 6 7., 8., .10o 13., 16., 17., 21., 22, -k-s-5 I thru, a 13-2:L-69 R U N M E, 0 R B "C 5 4.,3,, li� -2121*41 21 T E C T S .-B. caw-Y-011 T. 5. -R- C�xkl--QelskY -G. VP,01;,eirila -:R - Oshlxn --BrandiTiy &., jemston J. C. BARIMEW STORE BULTUDING T.B.A. IZA CISM-00 IMETAL SHOMPTIM wm CLONTRIM CAMESO; CALIFORDIA B-DIRATfINGS I- S.IFECUTCATTON ADIDDEMA ISUMARY R NO- H-I -2 DATE, 2-10-69 klizacallameous A- C3A-rlficatiam -27-69 Added Columns at' Lower jgvel . -IfIall Betramme 2 11 (line I beti-re-em 3 &-'5) Revinion to east wa, 10 ITO KO TO DIATIR I tbxna 'T 2-11 -69 I thanz R-P-8-69 R-2 -Revised Revised location a-P wa.Uz @ line F 3a 7,- 8 o,-10-69 3-6,69 g4 P-. 8 a ectpie's) R-3 3-10.69 Penney :,unwi. qjTrovai 2-5-69 wc; s 4,, 5 L 1-8. a- � 3. tbrm 8 11-4 3-lo-69 Adder.&-m #1 _13 8 1,--2.0-6-9 — - - - - .-,.....,._..aI 0 0 SOIL AND WLTERIAL TESTING LABOTiATORY OF NORTH COUNTY, INCe. 423 tiale Avenue, Escondido, Ualifornia 92025 746-2333 t�EPURT OF COMPRESSION ,TESTS Job No. 69...24 Date "3-18-69 Job : J. C. Penney Co.,Inc. Address : 2555 E1 Camino Real _ Owner : J. C. Penney Go.,Inc. CLo j Architect Krumm & Sorenson At Engineer : Brandow & Johnson MAR 20 1969 Contractor: Millie & Severson Location in Structure: Lower Level Column m-2 CITY.®F CARL$BAD . Mark on Specimen #3 #1 bullu"`e ,,,,' , Laboratory Number 60 58 j-ge Tested llays 3 -7 Area, Square inches 28.27 28.27 Ultimate Load,Younds 49-000 76-000 Pounds Per Sq.inch 1 1733 2688 Specified Strength: 3000 Brand of Cement Used: Colton r Source Of Sand: Capistrano L.G., Source of Rock: Capistrano L.G. Mix Proportions or Number: - 69-43 Supplier: Pre mixed Concrete Truck N-umbe r: 159 Temperature of Air: Date Made: 3-11-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58821 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete ' "nr}rt To: Krumm & Sorens.on Brandow & Johnson Millie & Severson-; Eugene Carroll / City of Carlsbad Bldg. Dept. By` ,� Edmund Bell S03_ L AND MATERIAL TESTING L&BOItATORY OF NORTH COUNTY, INC. 423 tiale Avenue,- Escond-ido, Ualifornia 92025 746-2333 aPORT OF COMPRESSION TESTS Jobi\'o. 69-24 Date 3-.19-69 -Job J. C. Penney Co. Inc. Add ress 2555 El Camino Real Owner J. C. Penney 'Co. Inc. Architect Krumm & -Sorenson. gA E C E V ` �j) IVA Engineer Brandow & Johnson j Contractor: Millie & Severson MAR nn 1969 Location in Structure: Lower Level Column J-3 1 Mark on * specimen #1 CITY OF CARLSBAD Buiidi ig Department Laboratory Number 61 Age Te-sted Lays 7 Area, Square inches 28.27 ,ultimate Load,Younds 85000 Pounds Per Sq.inch 3006 Specified Strength: 3000 Brand of Cement Used: -Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 157 Temperature of Air: Date Made: 3-12-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58848 Temperature of 1Aixtu2-e: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report TO: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. .Edmund Bell 0 SOIL AND 1&1 TERIAL TESTING LABOEATORY OF NORTH COUNTY, ZNC . 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPORT OF COMPRESSION TESTS ' Job N0. 69-24 Date 3-14-69 Job : J. C. Penney Co., Inc. Address : 2-555 El Camino Real Owner : J. C. Penney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson. TAR E C E 11j Contractor: Millie & Severson Location in Structure: Lower Level Column H-4 MAR 20 196 mark on specimen .#1 CITY ®F CARLSBAD Laboratory Number 55 Building Deprtmer�'c Age Tested liays 7 Area, Square inches 28.27 ultimate Load, -Pounds 750.00 Pounds Per Sq.inch 2652 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre mixed Concrete Truck Numbe r: 153 Temperature of Air: Date Made: 3-7-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58689 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To:.Krumm & Sorenson Brandow &, Johnson -' Millie & Severson, J Eugene Carroll City of Carlsbad Bldg. Dept..--- BY -Cv 7 Edmund Bell SOIL AND rdl&TERIAL TESTING LABOPATORY OF NORTH COUNTY., INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 .vEPURT OF COMPRESSION TESTS Job l\1o. 69-24 Date 3-17-69 Job : J. C. Penney & Co. Address : 2555 E1 Camino Real Owner : J. C. Penney & Co. Architect : Krumm & Sorenson E ' E Engineer : Brandow & Johnson `� Contractor: Millie & Severson MA R 10 Location in Structure: Lower Level Column F-7 Mark on Specimen #3 #1 #2 Build 6bA ng Department \ Laboratory Number 36 34 35 Age Tested i)ays 3 7 28 Area, Square inches 28.27 28.27 28.27 ultimate Load,Younds 44000 69500 117000 Pounds Per Sq. inc h 1556 2458 4138 Speoitied ftrength: 3000. Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L. G. Mix Proportions or Number: 69-43, Date Made: 2-17-69 Admixture Used:3 LAA• POZZ Slump: 4„ .Supplier: pre Mixed rick Number: 151 Ticket Number: 58590 "emperature of Air: Temperature of Mixture: �jpecimens Made By: Eugene Carroll. Type of Specimen: Concrete Report To: Krumm & Sorenson, Brandow & Johnson Millie & Severson Eugene Carroll J Carlsbad City Bldg. D-ept. By i 6 0 SOIL AND MATERIAL TESTING LABODATORY OF NORTH COUNTY, INC. 423 gale Avenue, Escondido, ualifornia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job NO- 69-24 Date 3-14-69 Job : J. C. Penney Co. Address 2555 El Camino Real Owner : J. C. Penney Co.1.7 Architect : Krumm & Sorenson Engineer : Brandow & Johnson P ' Contractor: Millie & Severson rsss Location in Structure; 13yr iR� q� Underpinning Footing D-1 WI dig Den ��SB Mark on Specimen #1 #2 Laboratory Number 28 29 Age Tested nays 7 28 Area, Square inches 28.27 28.27 ultimate Load,Younds 985-00 133000 Pounds Per S'q.inch 3484 4704 Specitied Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of Rock: Capistrano Mix Proportions or Number: 69-42 Supplier: Pre Mixed Truck Number: 147 Temperature of Air: Date Made: 2-14-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58574 Temperature of Mixture: Specimens Made By: Eugene C--arroll � Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow .& Johnson Millie & Severson,_ Eugene Carroll Carlsbad City Bldg. Dept. _j n_i , I 0 0 SOIL AND MATERIAL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 aPORT OF COMPRESSION TESTS Jab N o. 69-24 Date 3-14-69 Job : J. C. Penney Co. Inc. Address : 2555 E1 Camino Real Owner : J. C. Penney Co. In_c. Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor: t Millie & Severson �„_. t lip Location in Structure: Lower L-evel Column M-2 .mark on 5pe c imen #3 ���/ g�k�jyzss Laboratory Number 60 Age Tested liays 3 Area, Square inches 28.27 ultimate Load,Younds •49000 Pounds Per Sq.inch 1733 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G.- Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 159 Temperature of Air: Date Made: 3-11-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58821 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell • i SOIL AND MkTERIAL TESTING LtLBOhATORY OF NORTH COUNTY, INC. 423 dale Avenue, Escondido, Ualifornia 92025 746-2333 REPORT OF COMPRESSION TESTS Job No. 69-24 bate 3-13-69 Job J. C. Penney Co. Address 2555 El Camino Real Owner J. C. Penney Co.� Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor: MIR Millie & Severson Location in Structure: Lower Level Column J-7 O -Sa�.J mark on 6pe c amen #1 #2 Bui1dInc�_1 Laboratory Number 25 26 Age Tested Uays 7 28 Area, Square inches 28.27 Ultimate Load,1'ounds 76000 106500 Pounds Per Sq.inch 2688 3767 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano __.Source of --Rock: Capistrano Mix Proportions or Number: 69-4-3 Supplier: Pre mixed Concrete Truck Number: Temperature of Air: 3 0:0 0 Date Made: 2-13-69 Admixture Used: 3 LAA P-OZZ Slump: 4" Ticket Number: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Deport To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad City Bldg. Dept. By Edmund Bell 0 • SOIL AND Nu&TERI.&L TESTING LABOMTORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job N o. 69-24 Date 3-12-69 Job J. C. Penney Company Address : 2555 El C-amino Real Owner J. C. Penney Company Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor: Millie & Severson Location in Structure: Lower Le-vel Column Line M-5 Mark on 6pe c imen #1 MAR 14 1969 , .Laboratory Number 52 Age Tested Days 7 Building D p._ Area, Square inches 28.27 f Ultimate Load,Younds 76000 Pounds Per Sq.inch 2688 Specified Strength: Brand of Cement Used: Colton Source of Sand: Source of Rock: Capistrano L. G. Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 151 Date Made: 3-5=69 Admixture Used: Slump: 4" l 1 3 LAA 00ZZ Ticket Number: 58667 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: .eport To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By Edmund Bell • SOIL AND WLTERIAL Tl;STING LxBOR&TORY OF NORTH COUNTY, INC. 4.23 hale Avenue, Escondido, valiforgia 92025 746-2333 tcEPORT OF COMPRESSION TESTS Job NO. 69-24 Date3-12-69 Job J., C. Penney Company Address 2555 El Camino Real Owner : J. C. Penney Company Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor:Contractor: C Millie & Severson , .._e . Location in Structure: Lower Level Column M-7 Mark on 6pe c imen #3 #1 #2 WIM1% R I yr .Laboratory Number 24 22 23 CITY OF CARLSBAD Building Depa tnient Age Tested liays 3 7 28 Area, Square inches 28.27 28.27 28.27 Ultimate Load,Younds 5500 86500 124500 Pounds Per Sq.inch 1945 3059 4403 Specified Strength: Brand. of Cement Used: Colton Source of Sand: Capistrano Source of Rock: Capistrano Mix Proportions 'or Number: 69-43 Supplier:. Pre mixed Concrete Truck Number: Load #2 Temperature of Air: 3000 Date Made: 2-12-69 Admixture Used: Slump: 4 t' Ticket Number: 3 LAA POZZ Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell 0 • . SOIL AND DUTERIAL TESTING LAB01,ATORY OF NORTH COUNTY, , INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 tcEPURT OF COMPRESSION TESTS Job i\!o. '69-24 llate 3-11-69 Job J. C. Penney Co. Address 2555 El Camino Real Owner J. C. Penney Co. LR E C �. _ 1% Architect J ' Krumm & Sorenson P Engineer Brandow & Johnson "'i'� 1959 Contractor: Millie & Severson Location in Structure; Lower Level Column C-7 C' AD r`�,="R AD Mark on 6pecimen #1 Laboratory ivumber 49 Age Tested liays 7 Area, Square inches 23.27 Ultimate Load,iounds 68500 Pounds Per Sq.inch 2423 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 176 Temperature of Air: 3000 Date Made: 3-4-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58648 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & .Severson Eugene Carroll , Carlsbad City Bldg. Dept. By Edmund Bell SOIL AND MATERIaL TESTING L&BORATORY OF NORTH COUNTY, INCol 423 tiale Avenue, Escondido, ualifornia 92025 746-2333 aPORT OF . COMPRESSION TESTS Job N1 o.. 69-24 Date 3-11-69 Job : J. C. Penney Company Address : 2555 E1 Camino Real Owner J. C. Penney Company Architect : Krumm & Sorenson J;p Engineer : Brandow & Johnson 'Jo9 Contractor:'j Millie & S-everson,r,��,.�''�"� . Location in Structure: "P11 Line Wall @3.7 10 Ft. Elev.s�- mark on 6pecimen #1 #2 ` Laboratory Number 43 44 Age Tested .uays 7 28 Area, Square inches 3.14 3.14 Ultimate Load,Younds 3650 Pounds Per S'q.inch 1162 Specified Strength: 2000 PSI Date Made: 3-4-69 \ Drand of Cement Used: Colton Admixture Used: Source of Sand: Source of Rock: Mix Proportions or Number:l Cem. ¢Lime 3 SancBlump: Supplie r: '- - Truck Number: Job Mixed Temperature of Air: Ticket Number: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Mortar Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson. Eugene Carroll City of Carlsbad Bldg. Dept. By Edmund Bell SOIL AND MIATERIAL TESTING L&BOI�ATORY OF NORTH COUNTY, INC. 423 dale Avenue, Escondido, Ualifo-rnia 92025 746-2333 EEPURT OF COMPRESSION! TESTS Job N o. 69-24 llate 3-11-69 Job : J. C. Penney Co. Address : 2555 E1 Camino Real -Owner J. Co Penney Co. Architect Krum-m & Sorenson Engineer Brandow & Johnson Contractor: Millie & Severson !�'G';! ����• + ,t_;,:;pa Location in Structure: 1 Line Wall C M 4 to 8' Elev. Mark on 6pecimen #1 Laboratory Number 46 Age Tested nays 7 ' Area, Square inches. 11.0 ultimate Load,Younds 19700 Pounds'-,'q.inch 1791 Specified Strength: Brand of Cement Used: Colton Source of Sand: Source of Rock: Mix Proportions or Number: 68-1-36 Supplier: Pre Mixed Truck Number: 146 Temperature of Air: 2000 PSI Date Made: 3-4-69 Admixture Used: 3 LAA POZZ Slump: Grout Ticket Number: 58642 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Grout Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson: Eugene Carroll City of -Carlsbad Bldg. Dept. By : , ',�_. -fc <' Edmund Bell SOIL AND Yi&TEkIAL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 nal.e Avenue, Escondido, c:alifornia 92025 746-2333 ttEPORT OF COMPRESSION TESTS Job N!o. 69-24 .Date 3-4-69 Job : J. C. Penney �! Address 2555 El .Camino Real — Carlsbad' Owner J. C. Penney ;7f Architect Krumm & Sorenso-n %569 Engineer Brandow -& Johnson OF Contractor: Millie & Severson Location in Structure: Spread Footing M-6 mark on Specimen #1 #2 Laboratory Number 5 6 Age Tested Days 7 28 Area, Square inches_ 28.27 ultimate Load,Pounds 96000 1275-00 Pounds Per Sq.inch 3395 4510 ;5Uecified Strength: Brand of Cement Used: Colton 'Source of Sand: Capistrano L.G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: Temperature of Air: 3000 Date Made: 2-4-69 Admixture Used: 3 LAA POZZ Slump: 32 Ticket Number: Temperature of lflixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To:, Krumm & Sorenson Brandow & Joh-nson Millie & Severson Eugene Carroll Carlsbad, City Bldg. Dept. By Edmund Bell ! 0 SOIL AND MkTEkI&L TESTING LOBOTtATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 xEPURT OF COMPRESSION TESTS Job No. 69-24 llate mar-ch 111 1969 Jo-b : J. C. Penney Co. Address 2555 E1 Camin•o Real- Owner J. C. Penney Co. Architect Krumm & Sorenson Engineer Brandow & Johnson 10so Contractor:'° Millie & Sorenson Location in Structure: =} Spead Footing D-6 Adark on 6pecimen #1 #2 .Laboratory Number 19 20 Tasted .nays 7 28 Area, Square inches 28.27 ultimate Load,Pounds 83500 113500 Pounds Per Sq.inch 2953 4014 Specified Strength: Brand of Cement Used: Colton Source of Sand: Source of kook: Mix Proportions or Number: .Supplier: Pre mixed Concrete Truck Number: 176 Temperature of Air: 3000 Date Made: 2-11-69 Admixture Used: 3 LAA POZZ Slump: 4 Ticket Number: 58620 Temperature of Mixture: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson. Eugene Carroll j Carlsbad Bldg. Dept., City of BY Carlsbad - Comund Bell \. • 0 SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 gale Avenue, Escondido, Ualifornia 92025 746-2333 EEPURT OF COMPRESSION TESTS Job NO- 69-24 !late 3-7-69 Job : J. C. Penney Company Address : 2555 E1 Camino Real, Carlsbad Owner L -- E t� J. C. Penney Company Architect Krumm & Sorensoon�� Engineer Brandow & Johnson Contractor: Millie & S-everson CITY OF p- �• Location in Structure: Spread Footing H-7 Siidina%eprcfterr Mark on 5pecimen 1 #2 Laboratory Number 8 9 Age Tested Days 7 28 Area, Square Inches 28.27 28.27 ultimate Load,Younds 69500 96500r-1 Pounds Per S'q.Inch 2458 3413 ---5pecif'i6d Strength: 3000 Date Made: 2-7-69 Brand of Cement Used: Colton Admixture Used:3 LAA POZZ Source of Sand: Source of Rock: Mix Proportions or Number: 69-42 '- Slump: 411 Supplier: Pre Mixed. Concrete Truck Number: 58463 Mixer 157 Ticket Number: Temperature of Air: Temperature of 1Aixtare: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson t Brandow & Johnson Millie & Severson Eugene Carroll By -� Carlsbad City Bldg. Dept, Edmund Bel SOIL AND 1&=RIAL TESTING LABOT-ATORY \� OF NORTH COUNTY, INC. ~ 423 hale Avenue, Es-condid-oj Ualifo.rnia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job No- 69-24 Date 3-10-69 Sob : J. C. Penney E -, 7 a Address 2555 E1 Camino Real C j.�-�r- V ► Owner J.. C. Penney Company Architect : Krumm & Sorenson u lout Engineer Brandow & Johnson Contractor: Millie & Severson CITY OF -CARLSBAD Build Lepartmen Location in Structure: Spread Footing F-5 Mark on 6pecimen 1 #2 Laboratory Number if 17 Age Tested i)ays 7 28 Area, square inches 2827 2827 ultimat°Q Load,Younds 83500 120500 Pound�1 Per Sq.inch 2953 4262 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano Source of kook: Capistrano 0 .Mix Proportions or Number: 69-42 Supplier: Pre mixed Concrete Truck Number: 151 Temperature of' Air: 3000 Date Made: 2-10-69 Admixture Used: 3 LAA POZZ 1 Slump: 3" i Ticket Number: 58479 Temperature of NIixtur-e: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To:Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad City Bldg. Dept. By 4 Edmund Bell t_ CITY OF CARLSBA© BUILDING DEPARTMENT 729-1 181 - Ext. 36 For Applicant to Fill In i .. i L CONSTRUCTIDN -LENDER .INFORMATION (OVERT Applieflan fo.. DUKE.-$ PeFrnfl! Building Permit Feln, PAID / JAIi•30-69 5 cc 3493****1I;415,W Owner's Name =1q, "�w�,Wx,, S,/ooBuilding Dept. Ilse (7nlMail Address l.�A'Q' 'yyJ• rAl1 t�`'�/C/ / Building Address aE555 66 c`'/Y1LYL6 f`c C`-c Contractor � /179 v St, Near �D Contr. Address (��-L�Gt.2z`vt To Consf`5j�' To Add ❑ G>Y- To Alter ❑ Convert ❑ To Move From-----' /� '�� �Ay / Type of Consic..� Frame. Masonry, etc. &-e To Be Used For Set Back Bldg. Valuatio 3� Front P.L. Main Bldg. Side P.L. Garage Rear P.L. Other Group . - Zone 'Approved by ' ZAv` � Kind of Foundbtion___f� No. of Stories Contractor City Bus. Lic. No. Floor Space ($q. Ft.) Water Meter Sewage Disposal System Attached - �a Gf� ( f/{f -Garage Floor Space (Sq. Ft.) Detached Inspection Record f Lots 40, 4l, 42 & porno s Legal Description oz e} " 9 , o�l'-t inclusive, all of Hosp E. Forest. Subd" n gyp_ r r't n,i.,'---/ 36 0f- :TZ"'12j • _ .c-Lce.�"t--ems-� - - - "- _ --._ Section TovrhsfiiR:__ `:`. ``:TRaFrige '"- - -•- -- 32 1'�'- 4 -West, No. of Existing Building Will this constrpction include any. plurn-bing•Jfistalration or alter-' ation? Yes No ❑ Signature of Applicant�'.!y.r I ACKNOWLEDGE THAT I HAVE EAD THIS APPLICATION AND STATE THAT THE ABOVE IS CORRECT AND AGREE TO' - COMPLY WITH ALL CITY AND STATE LAWS-REGULATINPl ;: r=' = Utility Company Notified — Date - By— BUILDING. Final I CERTIFY THAT I AM PROPERLY REGISTERED 'AND/OR LICENSED AS REQUIRED BY CITY .OF CARLSBAD AND STATE OF CALIFORNIA OR THAT I AM THE LEGAL OWNER if a check is tendered for.payment for the above fee and the OF THE'ABOVE DESCRIBED RESIDENTIAL PROPERTY. check is not hcnorF;d when presented for payment, your building permit wil! be immediately revoked.. SIGNATURE OF PERMITTEE City of Carlsbad Building Dept. Permit void if work is'not commenced within 60 days of issuance. :4 SOIL AND 1&.TERIaL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 7k6-2333 i(EPORT OF COMPRESSION TESTS Job N o. 69=24 " Date 3-5-69 3 Job : J. C. Penney Company Address 2555 E1 Camino Real Owner ; J. C. Penney Company] Architect Krumm & Sorenson Engineer e r 17 g Brandow & Johnson rl'' Contractor: Millie & Severson el � %96 Location in Structure: Footing K-6 �OUp���c���A Mark on Specimen #1 #2 soh Laboratory Number 11 12 Age Tested Days 7 28 Area, Square inches 28.27 28.27 ultimate Load,•Pounds 85500 111500 Pounds Per Sq.inch 3024 3944. --- 5pecitied Strength: 3-000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of Rock.: Capistrano r Mix Proportions or Number: 69-42 Supplier: Pre mixed Truck Number: 176 Load 3 Temperature of Air: Date Made: 2-5-69 Admixture Used: 3 LAA POZZ Slump: N.R. Ticket Number: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report TO: Krumm & Sorenson Brandow & Johnson Millie & S-everson, Eugene Carroll City of Carlsbad, Bldg. -Dept. BY Edmund Bell SOIL AND MATERIAL TESTING L&BOMTORY OF NORTH COUNTY, INC. 423 Kale Avenue, Escondido, valifornia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job1\o. 69-24 llate 2-24-69 Job : J. C. Penney Company Address : 2555 El Camino Re -al Owner J. C. Penney Company E ;37'� Architect Krumm & Sorenso-n V -� Engineer Brandow & Johnson Jlno 1969 3Contractor: Millie & Severson Location in Structure: Lower Level Column F-7 CITBuilding OF n ��RLSBA Mark on Specimen - - - #3 #1 ., ���,�r;i Laboratory,Number 36 34 Age Tested liays 3 7 Area, Square inches 28.27 28.27 Ultimate Load,Pounds 44000 69500 Pounds Per Sq.inch 1556 2458 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of kook: Capistrano Mix Proportions or Number: Supplier: Pre Mixed Truck Number: 151 Temperature of Air: Date Made: 2-17-69 Admixture Used: 3 LAA POZZ 69-43 SJump: �4" Ticket Number: 58590 Temperature of Mixture: Specimens Made By: Eugene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad City Bldg. Dept. By Edmund Bell SOIL AND WLTERIxL T1;STING IABOPATORY OF NORTH COUNTY, IN-C. 42-3 Kale Avenue, Escondido, Ualifornia 92025 746-2333 apoRT OF COMPRESSION TESTS Job t\1o. 69-24 Date 2-20-69 Job : J. C. P"enney Company Address : 2555 E1 Camino Real Owner : J. C. Pen-ney Company Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severseon Location in Structure: Lower Level Column F-7 Mark on Specimen Laboratory Number #3 36 R e Age" Tested liays 3 CFEB 2.`) 1969 Area, Square inches 28.27 ultimate Load,Younds 44000 CITY Builc OF CAF?LSBA ing Departm en-P Pounds Per S'q.lnch 1556 Specified Strength: , 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of kook: Capistrano Mix Proportions or Number: 69-43 -Supplier: Pre 'Mixed Truck Number: 151 Tempexature of Air: Date Made: 2-17-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58590 Temperature of Mixture: Specimens Made By: Eugene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad City Bldg. Dept. f, Edmund Bell f � � 0 1 0 SOIL AND MATERIAL TESTING LABOMTORY OF NORTH COUNTY, INC. ` 423 tiale Avenue, .Escondido, California 92025 746-2333 aPURT OF COMPRESSION TESTS Job 1\1o. 69-24 Date 2-21-69 Job J. C. Penney Company Address 25.55 E1 Camino Real Owner J. C. Penney Company Architect Krumm & Sorenson Engineer : Brandow & Jo-hnson Contractor: Millie & Severson Location in Structure: Underpinning Footing D-1 Mark on specimen #1 Laboratory Number 28 Age Tested liays- Area, Square Inches 7 28.27 �, FEB 2 ,.: 1969 - } Ultimate Load,Younds 9850-0 CITY,OF By CARLSB latng Departm D nt Pounds Per S'q.Inch 3-48.4 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source -of kook: Capistrano Mix Proportions or Number: 69-42- - - Supplier:. Pre Mixed Truck Number: 147 Temperature. of Air: Date Made: 2-14-69 Admixture Used:, 3 LAA POZZ Slump: 4" Ticket Number: 58574 Temperature of Mixture: Specimens Made By: Eugene Carroll Type Of SpecLmen: Concrete Report To: Krumm &Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad City Bldg. Dept. By,..ritz����/ �..- Edmund Bell • 0 SOIL AND MkTERIAL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 IcEPURT OF COMPRESSION TESTS Job N o. 69-24 r Date 2-20-69 Job J. C. Penney Address 2555 E1 Camino Real Owner J. C. Penney Architect Krumm & Sorenson Engineer Brandow & q,ohnson Contractor: Millie & Severson Locat-ikon in St-ructure: Lower Level Column J-7 i Mark on 6pecimen Laboratory Number #1jut 25 'V Age Tested vat's 7 FED 2 `� Area, Square Inches ultimate Load,Pounds 28.27 76000 CITY OF Bulldit19 19�9 Dei a tm. Pounds Per S'q.lnch 2688 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of Rock: Capistr-ano Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: N.R. Temperature of Air: Date Made:2-13-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: N. R. Temperature of Mixture: Specimens Made By: Eugene Carroll Type of Specimen: Concrete Report To: Krumm & Soren -son Brandow & Johnson Millie & Severson Eugene' Carroll Carlsbad City Bldg. Dept. W" Edmund Bell 0 0 SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, California 746-2333 aPURT OF COMPRESSION TESTS Job 1\1 o. 69-24 92025 llate 2-19-69 Sob : J. C. Penney Company Address : 2555 E1 Camino Real Owner : J. C. Penney Company Architect :� �' �96J Krumm & Sorenson Engineer : Brandow & Johnson CITY OF CAR Sulldilig 5BD Contractor: Millie & Severson g DBgurtmpr,-� Location in Struotare ; Lower Level Column M=7 Mark on Specimen 3 1 Laboratory 1Vumber 24 22 Age Tested nays 3 7 Area, Square Inches 28.27 28..-27 ultimate Load,Younds 5500 86500 Pounds Per Sq.inch 1945 3059 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of kook: Capistrano Mix Proportions or Number: 69'-43 Supplier;Pre mixed Concrete Truck Number: Load #2 Temperature of Air: Date Made:2-12-69 Admixture Used: 3 LAA POZZ Slump: 4"` Ticket Number: Not reported Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson 'Carlsbad Bldg. Dept. Eugene Carroll By, Edmund Bell 8 0 SOIL AND M&TERI.aL TESTING LABOPATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, c:aliforn•ia 92025 74b-2333 REPORT OF COMPRESSION TESTS Job No. 69-24 Date 2-18-69 Job J. C. Penney Company Address 2555 El Camino Real Owner a T �- �; � J. C. Penney Company €L h V , Architect Krumm & Sorenson Engineer Brandow & Johnson. FEB 21 1959 Contractor: Millie & -Severson Location in Structure; Spread Footing D-6 I i' opc SM ' Drtment Mark on Specimen 1 ' Laboratory Number 19 Age Tested nays 7 Area, Square inches 28.27 Ultimate Load,Pounds 83500 Pounds Per Sq.inch 2953 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of kook: Capistrano Mix Proportions or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: 176 Temperature of Air: Date Made: 2-11-69 Admixture Used: 3 LAA POZZ I Slump: 4" Ticket Number: 58620 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carlsbad Bldg. Dept. Edm�nd Bell • • SOIL AND Pri&TERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 hEPURT OF COMPRESSION TESTS Job NO. 69-24 Date 2-14-69 Job : J. C. Penney Company Address : 2555 E1 Camino Real, Carlsba-d Owner : J. C. Penney Company Architect s Krumm & Sorenson R E° Engineer Brando-w & Johnson Contractor: Millie & Severson FEB Location 9_n Structure: Spread Footing H-7 Mark on specimen 1 Buildin v*-U1L0t33A0 Department i Laboratory Number 8 Age Tested Uays 7 Area, Square inches 28.27 Ultimate Load,Younds 695000 Pounds Per Sq.inch 2458 Specified Strength: 3, 000 Brand of Cement Used: Colton � Source of,Sand: Capistrano Source of kook: Capistrano Mix Proportions or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: Mixer 157 Temperature of Air: Date Made:2-7-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58463 Temperature of Mixtu2-e: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll Carls"b.ad City Bldg. Dept. By. Edmund Bell SOIL AND M&TERIaL TESTING LaBOPATORY OF NORTH COUNTY, INC. 423 gale Avenue, Escondido, Ua.lifornia 92025 746-2333 0 xEPURT OF COMPRESSION TESTS Job N o. 69-24 Date 2-17-69 Job : J. C. Penney Company - E C u D Address 2'555 El Camino Real IVa Owner J. C. Penney Company Architect Krumm & Sorenson FEB 18 1969 Engineer Brandow & Johnson Contractor: Millie & Severson CITY OF CARLSBAD -- Building Department .s. Location in Structure: Spread Footing F-5 0 Mark on 5pecim,en 1 Laboratory Number 16 Age Tested I)ay.s 7 Area, Square inches 28.27 ultimate Load,Pounds 83500 Pounds Per Sq.inch 2953 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source Of kook: Capistrano Mix Proportions or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: 151 Temperature of Air: Date Made: 2-10-69 Admixture Used: 3 LAA POZZ Slump: 3" Ticket Number: 58479 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene C-arroll Carlsbad City Bldg. Dept. By �- .Edmund Bell _� 0 0 SOIL AND WLTERI.AZ TESTING LABOIiATORY OF NORTH COUNTY, INC. 423 Kale Avenue, Escondid-o, Ualifornia 746-2333 xEPURT OF COMPRESSION TESTS Job I\o. 69-24 92025 2-1.5 Job : J. C. Penney Company V -tie? Address : 2555 El Camino Real. IE Owner : J. C. Penney Company �56� Architect Krumm & Sorenson CITY AD Engineer Brandow & Johnson Bu►Idi©g ent PartMe Contractor: Millie &Severson rl� Location in Structure: Lower Level Column M-7 Mark on Specimen 3 Laboratory Number 24 Age Tested liays 3 Area, Square inches 2827 Ultimate Load,Younds 5500 Pounds Per Sq.inch 1945 Specified Strength: 3000 Brand of Cement Used: Colton Source Of Sand: Capistrano Source of Rock: Capistrano Mix Proportions or Number: 69-43 Supplier: "Pre mixed Truck Number: Load #2 Temperature of Air: Date Made: 2-12-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: Not reported Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Report TO: Krumm & Sorenson Brandow & Johnson Millie & S-everson Carlsbad Bldg. Dept. Edmund Bell 0 a SOIL AND Phi =RIAL TESTING LABOIRATORY OF NORTH COUNTY, 1NC . 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 .tcEPURT OF COMPRESSION TESTS Job 1\10. 69-24 ,C-Saj; E1 69 Job : J. C. Penney Company Address : 2555 E1 Camino Real Owner J. C. Penney Company" Architect Krumm & Sorenson 61TY OF CARLS Building Departrrd.,. • . Engineer Brandow & Johnson Contractor: Millie & Severson Location in St rueture; Footing K-6 Ala rk on 5pe c imen #1. #2 #3 Hold Laboratory iNumber 11 12 13 Age Tested liays 7 28 Area, Square inches 28.27 ultimate Load,Younds 85500 Pounds Per Sq.inch '3024 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source of Rock: Capistrano Mix Proportions or Number: 69-42 Supplier: Pre Mixed Truck Number: 176 — Load 3 Temperature of Air: Date Made: 2-5-69 Admixture Used: 3LAA POZZ Slump: Not reported Ticket Number: Not reported Temperature of Mixtu2-e: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Joh-nson Millie & Severson Eugene Carroll -7 City of Carlsbad, Bld-g. Dept. By . %', C Edmund Bell 0 SOIL AND 14ATERiaL TESTING LABOEATORY OF NORTH COUNTY, INC.. 423 bale Avenue, Escondido, ualifornia 92025 746-2333 REPORT OF COMPRESSION TESTS Tob No. -69-24 Date 2-11-69 Tob J. C. Penney Address : 2555 E1 Camino Real, =Carlsbad,! California Owner J. C. Penney Architect : Krumm & Sorenson 'Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure : Spread Footing M"6 Mark on Specimen Laboratory umbe r N #1 #2 ' #3 . Hold 5 Age Tested liays 7'. Area, Square inches 28.27 ultimate Load,Pounds 96000 y OF ZA OeP� Pounds Per S'q.lnch 1 3395 ;68N Specified Strength: 3000 Date Made: 2=4-69 Brand of Cement Used: Colton Admixture Used: 3LA,A�6° POZZ Source of Sand: Capistrano L.G. Source of hock: Capistrano L. G. Mix Proportions or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: Not reported Temperature of Air: slump t .32 " 7I Ticket Number: Not reported Temperature of 1'Aixture: Specimens Made By: Eugene Carroll, InspectorType of Specimen: Concrete Report To: Krumm & Sorenson (1) Millie & Severson (2) Carlsbad*City Bldg. Dept. (1) By_ - SOIL AND PllATEk3xL TLST?1V G LOBO TOFtY - 6 OF .NORTH COUNTY; 1N.0 . 423. Kale Avenue, .Escdndido,,_Ual_if.orr:ia. 9.2025. :746"2333 - aPURT .OF GOMPRE.SSION VESTS-.. Job lto. 6'9-:214 Date,. 2-20-69 - Jab,: J. C. Penney' Company . Add, ress ; 2555 E1 Camino Real ,,Own-er J. C. Penney Company Architect`: Krumm & Soren-s-on hg;ineer 8randow &-.Johnson- Cont-±actor: Millie. & Seversebh Location. 'in, Structure-; Lower Level Column F-7' �+la rx , .on: spe c imen #3. _ .Laboratory.-lvumber 36 R�% A1ge - Te8ted yay.s . -' 3 1�59 area,,'.Square - inches 28 ..27 - Ultimate Load -.Pounds- 44000 My Buis OF CARLSBAounds' ing DepnrtmP Pounds -Per Sq-.inah 15-56 Speodfie,d.: Strength: 3000 brand of Cement Used: Colto-n- Source. of -Sand: Capistrano ,Source of kook: . Capistrano Mix Proportions or Number: 69-43 -Supplier: 'Pre mixed . Truck 'Numbe"r:. 151 Tempe ra'ture of .Air: Date Made: 2-17-69 : Admixture Us•e d:- 3 L A A P O-Z Z Slump: 4" Ticket Number: 58590 Temperature of mixture: Specimens Made By: Eugene Carroll men: Concrete - Typo Report To:-.,Kruaim & 5orenso'n Bra.ndow & Joh-ns.on Millie & . Severson ' Eugene Carro-11 . Carlsbad City Bldg.. Dept. By Edmund 'Re-1 1 0 SOIL AND IA&TERIAL 'TESTING LABOEATORY OF NORTH COUNTY, INC. 423 Gale Avenue, Escondido, Ualifornia 92025 746-2333 aPORT OF COMPRESSION TESTS Job No. 69-24 Date Sept. 19, '1969 Job : J. C. Penney Company Address 2555 E1 Camino Real Owner :_.J. C. Penney Company, Inc. Architect : Krumm & Sorenson Engineer : Brandom & Johnson Contractor: Millie & Severson INSPECTOR: Eugene Carroll Location in Structure: Decorator. Wall Ftg. So. Side Truck Ramp. Mark on Specimen 1 2 3 Laboratory Number 468 469 470 HOLD R E CE V Age Tested liays 7 28 SEI' ? 2 1969 Area, Square inches 28.27 28.27 ultimate Load,Pounds 75,000 103,000 CITY OF CA RLSBAD Pounds Per Sq.inch 2652 3643 Specified Strength: Brand of Cement Used: Colton Source Of Sand: Capistrano L. G. Source of kook: Capistrano-L.- G. Mix Proportions or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: 223 3000 Date Made: 8-33-69 Admixture Used: 3 LAA Pozz Slump: 31 Ticket Number: 33727 Tempei,ature of Air: Temperature of Mixture: Specimens Made'By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson � Eugene Carroll `�k•�cXe �. City of Carlsbad Bldg.. Dept. By. (/ Claude B. Parker SOIL AND MkTERIAL TESTING LABOMTORY OF NORTH COUNTY, 1NC . 423 gale Avenue, Escondido, Ualifornia 92025 746-2333- nEPORT OF COMPRESSION TESTS �j T Job N,o. 69-24 e �ll �5� .�3D1969 Job :. J. C. Penney Company SEP 5 1969`- Address : 2555 El Camino Real Owner : J. C. Penney Company, Inc: CITY OF CARLSBAD Architect : Krumm & Sorenson Building Department ,Enginee-r :-Brandow & Johnson Contractor: Millie & Severson INSPECTOR: Euge-ne Carroll Location in Structure; Truck Dock Wall Footings Mark on 5pe c.imen ' 1 2 3 Laboratory Number 425 426 427 Hold Age Tested liays 7 28 Area, Square inches 28.27 28.27 Ultimate Load,Pounds 75,500 104,000 Pounds Per Sq.in.ch 2-670 3678 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. t Source of kook: Capistrano L. G. Mix Proportions -or Number: 69-42 Supplier: Pre Mixed Concrete Truck Number: 209 3,000 Date Made: 8-5-69 Admixture Used: 3 Laa Pozz Slump: 411 Ticket Number: 27506 Temperature of Air: ;Temperature of Mixture: Speoimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll. City of Carlsb8d Bldg. Dept. Claude B. Parker 0 �. SOIL AND M&TERIAL TESTING LABOPATORY OF NORTH COUNTY, INC. 423 hale Avenue., Escondido, Ualifornia 746-2333 REPoRT OF COMPRESSION 'TESTS Job No. .69-24 . q __' C 92025 INT9.1q9, 1969 Job : Address : J. C. Penney Co. 2555 El Camino Rea]. Owner : Architect : Engineer : J. C. Penne,y Co., Inc. Krum-m & Sorenson Brandow & Johnson OV CITYding sui CARLSBAD J)epatMel" Contractor:. mil'lie,& Severson Inspector: Eugene Carroll Location in Structure: Decorator will FTQ9 SQ,-Side'Truck Ramp Mark on Specimen! # 1 #2 #3 1aboratory Number 468 469 470 Age Tested I)ays 7 28 Hold Area, Square Inches 28.2-7 28.27 ultimate Load -,.Pounds 7590-00 Pounds Per Sq.inch 2652 Specified Strength: Brand of'Ceme-nt Used: Colton Source of Sandfapistra'no L.G. Source of Rook: Capistrano L. G. Mix, Proportions -or Number: 69-42 Supplier: Pre Mixed Truck Number: .223 3-000 Date Made:8-22-69 Admixture Used: POZZ 3 LAA S�.L 3LIMP 2111 Ticket Number: 33727 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concret.e Report To: City of Carlsbad,- Building Dept. 9 Eugene Carrol % Millie & S-eve'rson Mill -Le, OrandoW-& & Severson- Johnson -Associates K-rumm &- Sorensen By. Claude B. Parker -!I, .,�� , ,.: ,,� "-_`I - - I .,- -,-! -t� . �--,,� ,I , I0 ,,-. 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'- ,I,.1I, 1���. -#1 ,, I.�- - I":t -! � - f-,� 1",-- �-�,,, I 11 - ,M -, ',.�.,�,,ll:,;;,,�.I,, ,� ,," . - " ,, ,,,?]� �,, - -.,, ,,,-, -%- ;, ---, ,i� --- , -� �7-, ,1�,,,4 11��,-,,,,�,,4,!-I,F--,i?� ._;,, I,- - - ---�f,"- �; I m, �;",;;.":.--�-�-,I,�,,.r, -""�1, - 1I_ �t:- * ,14,, -�� !- ,- -- - ""-_f- "A ---',"--*', ;�I �- - ,t,I , A�} , ., ,,-.-j---,� t.` Af"fI,- t, ,.1' - ,,"J �i �- ,,- I - -"', ", - ,r,-i* �- ,-� t,,,I� � - - - - 1-1*�;-,,V "W ��),�- -, ",,�,,��-,-". -'It -� !;,.-,J •i,")- �, � ,,. ,k 4� - ,- ., I , --"- -;-,, v ;-O,�, -,",-,,-- ,, • 0 SOIL AND M&TERI&L TESTING LABOMTORY . OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job n o. 69-24 bate Dec.. 2, 1969 Job :J. C. Penney Company Address : 2555 E1 Camino Real Owner :•P. C. Penney Co., Inc. C_E Architect :Krumm & Sorenson Engineer : Brandow & Johnson DEC 4 7969 Contractor: •Millie & Severson Cl�� Location in Struoture : Trucck .Ramp Building (;A RLSBAIJ Mark on Specimen 1 2 3 c 4 — Laboratory Number 713 7.14 715 HOLD 716 HOLD Age Tested Uays 7 28 Area, Square Inches 28.27 28.27 ultimate Load,Younds 1022000 140,000 Pounds Per Sq.-Inch •3608.;" 495-2 Specified Strength: Brand of Cement Used: Colton Source of Sand: Source of hook: Capistrano Capistrano. Mix Proportions or Number: 69-70 Supplier: Pre Mixed Concrete Truck Numbe-r: 156 Temperature of Air: 3500 Date Made: 11-4-69 Admixture Used:.3LAA Pozz Slump: 4111 Ticket Number: 40038 Temperature of Mixture: Speoiiens Made By: J. Bonvie Type of Specimen: Concrete Report TO: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg.-Ins-pl. Dept. By Claude B Parker RCE 18,987 • 0 SOIL AND MATERIAL TESTING LABORATORY INC. OF NORTH CQUNTY, 423 hale Avenue, Escondido, ualif'ornia 92025+ .746-2333 j apURT OF COMPRESSION TESTS JobI\o. 69-24 Date Nov. 12, 1969 Job :J. C. Penney Company Address ; 2555 E1 Camino Real Owner ..J. C. Penney Co., Inc. ' , Architect :Krumm & Sorenson Engineer :Brandow & Johnson Contrac.0r: Millie & Severson Location in Structure: Truck Ramp ma rx on r 5pe c imen 1 2 3 4 Laboratory Number 713 714• 715 HOLD 716 HOLD Age Tested gays 7 Area, Square inches 28.27 ultimate Load,Pounds 1029000 Pounds Per S'q.lnch 3608•% Specified Strength: Brand of Cement Used: Colton Source' of Sand: Capistrano Source of Rock: Capistrano Mix Proportions or Number: 69-70 Supplier: Pre Mixed 'Concrete Truok Number: 156 Temperature of Air: 3500 Date Made: 11-4-69 Admixture 'Used: 3LAA Pozz Slump: 42" Ticket Number: 40038 Temperature of Mixture: Speoimens Made By: J. Bonvie Type of Speoimen: Concrete Report To: Krumm & Sorenson Brandow.& Johnson. Millie & Severson - Eugene Carroll City of "Carlsbad Bldg.. Insp. Dept. By Pi, Claude 8 Parker- RCE 18,987 • 0 SOIL AND M&TERIAL TESTING LABOI-ATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 hEPURT OF COMPRESSION TESTS Job I\o. 69-24 bate No,v. 6, 1969 Job :J. C. Penney Co. RECEIVED Address :2555 E1 Camino Real - Owner :J.. C. Pennev Co., Inc. f 011 7 19G9 Architect :Krumm & Sorenson Engineer :Brandow. & Johnson CITY OF CARLSBAD Contractor:_ Millie & Severson INSPECTOR: Eucfimwirmaiwariment Location;_in:.Structure: Center Two Pilasters'® North Entrance Canopy Mark on Specimen 1 2 3 Laboratory Number 621 622 623 was broken Age Tested liays- 7 2.8 upon - arrival Area, Square Inches • 3. 14 3.14. Ultimate Load,Younds 4,900 81000 Pounds Per-Sq.Inch 1560' 2548 -Specified Strength: Brand of Cement Used: Colton Source of Sand: Source of hock: Sorento Sand Co. 2000 Date Made: 10-9-69 Admixture Used: Red Label Suaonem Mix Proportions or Number: Mortar: 1 cem., Slump: 3 sand, + Lime Supplier: Truck Number: Temperature of Air: Ticket Number: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Mortar Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Building Dept. {�0 j , By C.� �� Claude B. Parker o SOIL. AND 1&I TERI&L TESTING LABOhATORY OF NORTH COUNTY, - INC. 423 gale Avenue, Escondido; Ualifo-rnia 92025 746-2333 aPURT OF COMPRESSION TESTS Job I\o. 69-24 llate Oct. 16, 1969 Job : J .. C . Penney C o . A-" -A-J AL V Address :2555 E1 Camino Real Owner ':J. C. Penney Co., Inc. OCT 20 1969 Architect :Krumm & -Sorenson CITY OF CARLSBAD Engineer :Brandow & Johnson Buildin De�ppart end Carroll Contractor: Millie & Severson INSPET0 ugene Location in Struot.ure: Center Two Pilasters ® North Entrance Canopy Mark on specimen 1 2 3 .Laboratory Number 621 622 623 was . broken Age Tested Days 7 upon arrival Area, Square Inches 3.14 ultimate Load,Younds 4900 Pounds Per Sq.Inch 1560 Speoif ied Strength: Brand of Cement Used: Colton ,Source of Sand: Source of kook: Sorento Sand Co. 2000 Date Made: 10-9-69 Admixture Used: Red Label. Suconem Mix Proportions or .Number: Mort-ar: 1 cem.., Slump: 3 sand, .+ Lime Supplier: Truck Number: Temperature of Air: Ticket Number: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Mortar Report To: Krumm & Sorenson Brandow & Jahnson Millie & Severson QU9 Eugene CarrollB �.ct2- City of Carlsbad Building Dept. Y Claude S. Parker -SOIL AND MkTERIaL TESTING L&BOIATORY OF NORTH COUNTY, INC . 423 hale Avenue;.. Escondido, walifornia 92025. 746-2-333 REPORT OF COMPRESSION 'TESTS* Job No. 69-24 Date July 23:, 1969 Job J. 'C. Penney Co-., Inc. Address : 2555 El Camino Real Owner J. C. Pen-ney Co., Inc.. Architect Krumm & Sorenson Engineer : Brandow & Johnson Contractor:. Millie & Severson INSPECTOR: Eugene Carroll Location -in Structure: Upper Level Column '.at I —A Mark on specimen #l. 42 #3 . H o' 1 d Laboratory Number. . 325 . 3Z_6 '327 C E IT E,.ID,' :,: Age Tested Days. 7' 28 -- JUL .'24..1969 Area; Squa-re inches- 28.27 ' 28.27 ITY. OF CARL BAD-_ Ultimate Load,.Pounds 73,000 102,000 Building Depar meet Pounds Per S'q.inch 2582 3608 Specified Strength: 3000'Date Made: ''6-25769 Brand of Cement Used: Colton Admixture Used: 3 LA P-OZZ. _Source Of Sand: Capistrano L.' G i Source 'of kook: Capistrano L. G. Mix Proportions or Number: PR 955 Slump.: Wl Supplier: Pr.e Mix"ed Concrete,.' Truck Number: 15.7 Ticket Number: 7194 ''Temperature of Air: Temperature of Mixtures Specimens Made By: Gene Carroll Type of Specimen: Concrete, Re. -port To :Krumm, & .Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept, gy �iC���'�(' �• �cJvtL�'. Claude B. Parker 50"IL & MA-TE,RI:AL ' TEST.ING: 'LABORA.TOR.Y JUL 2 �g6g :` OF NORTH •COUNTY .INC:- . 423 Hale Ay.en'ue Escondido, •-Cal-iforn'ia 9-2025' CITY .OF:CARLSBA! ' Escondido--74:6 .— 233-3 _:Buiid.ing .Departm ' SPECT ORT .Job No. 6'9-24 Report No.. m204.-- bat-e' 7=21-69 Job 0, C. Penney :Co. ; Inc.. ; _ ,Addre-s's 2565: El. Camino. Real,--Carlsbad;>.•Californ1a .. D a t-e : • H o-u r-s - 7.1.. , 'I•n=spect:ion -of..,, Field ' Welding Miles, Contractor Millie, &. Severs.on ,. Inspector, .' E::' Bell . .. . :.'Welders:-, Edgard And.ra'de #1.75. ;• •- Fabricator Eckman Steel Arlington,:' Bigelow #9 -J:.Pap�i,ke 2.395 ' Albert. . .. .. ... .. Rod : E7016.- & - E7018 , 6-1'6-6.9 -- 10 : 0 0 - — 12 : 0-0 (2 Hou-rs t : Familiarization with -plane. and s.pecific8,t. ons. , 6-23-69 -- 1:.30 .— 3:30 (2 Hours) :... Checking p.laceme:nt" of _Ma'conb'er `U -B,eams: : •.- , -'_6-24-69. -- 1:00 — 4:00. (3 Hours). -Fillet welds 2" x- 3/161( ma.d•e on •macomb,er U-* Beams. 20D: o.n .e'acfi: side .of, -s.e•at-s at area' L"-m- & _1-.9 •main .R'*of:._ : '5-69, -- 7::30 .. "2:30 ..(6- Hours•)•.. Area :H-L and .1=9- — main •Roof. 6726—•69 --- 7:30 - 2:00. (6 ' Hobrs) ; Area A—H :and,- 5-9 - Mann Roof : .6-27-69 == '.8 :00 - 12•: 00 .( . Ho-urs ).. Fillet. Welds on bridging •area 'L-m and '1-59- -M—N and- 1=7. 8 — main .Ro.of 6 30-69 -- 7:,3,0 — 1:;30 (52 Hours), ;- Area. L=m and' 5-91'•m=N and.,.8=9, J—K—L and and' .1'-3, 5_9. .4-9-N.4 main Roof. 7•-1=69 == Z:0.0 = 3:30 '(8� Hours); .; Area H -J, and 2 p'lus- - , .:J=K;L and:,•.1=4 — main Ro•of..' . Fillet 'Welds 2'' x 3/16!!' `on- ma.combe--r U Beams 20D- .o.n, e'acl side ' .. of sea-t at area "N-P-1-3,.- N—P=5-9 — main Roof.'. 0.. .C: Pe'nn':ey Co. , Inc. :. . Report No..: m204 (Contih.ued) ..?P'ag'e Two 7=2=69 -- 7.00' — 1 .30 (-6 Hours) _ Fi 116t Welds' an brid'.ging f.or .main 'roof at area F—G-H and :.2•.P•l0s —5.: :. -Three (3) pl.'ug' welds .2" :r-ound per' unit at supports; Boundry "Welds at 2411 ori' center; • Seams 'butfon punched at '36." on center, for 18. gage ste.e,l Aecki_ng••:fbr- pant house floor at"Pt -a G=J -and, l-2 Plus.. 7-3-69 -- 7:00 — a1s00 (4 Hours.) - .Fil'let Welds for• bridging: on' main ro-of- a-t •area D—H, a'nd- 2: P•108. -9 ;,. ' :,C=D . and "3 . Plus —.9.. , 7-7-89 -- 11: 3.0 — 3:30' (4 Hours) Fillet Welder. for ,bridging on main roof at area A�-C. and 3 Plus . —9.: Fillet Welds .2" x ' 3-/16" on -ma -comber V Beams 2;0 D eac.h.•: sid.e.'"of seat- at area A-C and 3 Plus —5;. C--H and 2 Plus —5. 7-8r-6-9 -- 7-10-69 =—"8.:0-0 — 12:00 (4 H.ours') Plug Welds 31ll round pe'r "unit -at - suppotts; Boundry Welds at, 241" seams butto.n punched at 36!!-.o.n 18 gage, steel decking _ for penthouse -floor' D—G and 1-2 ".P•lus, B—D and'.1 Plus... Fillet Welds- on angle 'clips•.. fo•r beams 30A, 30•C-, 3.OD line 8=1` .7-11=69, -- 8:00 - 12:00 (4 Hour.$) ' Fillet Welds +11 on -angles, 4" - x 4• 'x .3/8" for openings at Penthouse floor;: C—D: and 1-2 - 2, place D—E. and -1=2 — 2 place j E—F and,,"I-2 — 3, place G—H' and,.1�-.2_ = Eas.t Opening -'- H_J.. and.. 1",2.. � '1 p-lac•e - '. and' _1.=2' = . 1'--place J. C:" Penney, C"o: , -Inc. Report No: M204 (Continue-d) Page. Three ?-14-69_-=—,7:30 — 12:30 (5 Hours) Welded Connection 'of. Beams •12K and '29X to 29C at penthouse floor• 3—C per engineers instructions -to contt'actor': Full penetration .-butt weld 'on bottom plates 5/8•11x.7'!x1811. tp beam, 29C with 5/1.6". fi-lle•t on each side of plate -t"o flange = of 12K and' 29X• at bottom.• Plate 5/8"x5"x28fi !' welded with 5/16 llet both sides for full len' th,•.:to top flange of , 12K,- 29X and' 29C: Macomber U Beams 2OD welded to' supports with; 3./16 fil I.et .` both sides of seats at N.=2-5 - Main: Roof,. ; 7.=15=69 -- 7 f 30 — 2 : 3'0 (7 ..Hours) . macomber U Beams. welded' 'ta sup -ports: at- P-2=5 Main Roof . Fillet welds. 1/4" -made on angles --for openings at penth.4use - n floor F—G "and, 1-2 (2 op-en,ing-s), 'G•-H -and 1-2 (one "o`pening)-•. Stiffner 'pl'at•e6 fi.l'let ,wielded (1/4!1) i t-o wide fl"ange support " for.'16'!' beam.. at p.enthou.s-e'' f.lo,or : 1:.1. 1,2.. 7-.16°—_69 -'Bridging welded -to joint-s- at:'N=P: and 3=5, Main Roof.: NOTE:- Bridging was not comp1eteo d•.a10-ng pe.nthouse floor between D and, J'.1 ..due• to- f6,,r.m work . for: concrete wall. All. work shown on'_ re -port c'onform'ed to applicable codes and spo:ification-s-. ; .. B ' ,flit o� y• .�. Brian Smith ,.- RCE :13, 817. Distriau.t'ion: City of Carlsbad Bldg. Dept: K'rumm & Sorenson -Brandow & Johnson Millie •&. Sev-e.rso,n Eugene.`Car-ro1 _ _ SOIL & MATE R•I-AL- TESTING" LABORATORY ' -Of NORTH COUNTY: INC. _ 423 Hale Avenue Escondido, California 9202'5. ' Escondid.o•—=746 — 2333 SPECT ' •--RE. 0RT" Job No. 69-24 Report No. m206 Date 7-16-69" ._ Job. J. C. Penney Co.,'Inc. Address 2555 E1 Camino Real,; 'Carlsbad', .California " Date ;. Hours 12 Inspection. of High Tensil Bolting. mid e•s ; Contractor mi+llie & S-everson Inspector E-.' Bell Fabricator Eckman Steel Bol"ts: , 325 .= 7/8". Proof Load : " . -39, 000' Pound's- 7=1-=69 = 7:,00 A:m. — 3:3•0 P.m.- '(8: Ho-urs) H- •gh- tensil bolts �tig,ht•e"ned`ttb 't;'hs -sp-eci.f ed'probP Ioa'd.- at: : following loQatibne: : Penthouse floor, area J=K• and 1-2 -P1ue. Beams, marked• 29AB•• (12B16.5) •- 4 members. Beams marked 32C (•BB1.0),-'- 1'•.member. Beams marked 29A and 29.B- (18B40)-intergec.ti'on"W%lOC' -("3"O.WF•99)'-"- 7-3-69 -- 11:00 A.M. - 3:30 P.m: (4..Ho.urs). Penthouse floor area.•E�J.'-and" 1.-2 'Plus. E-F. Beams 'ma"rked..3'ZA•P-,- 3.2°AC, 32AD-9- 32T,, 52H• 32E (2 members), 3.2•0B9 328A (8B10). Beams. ma'rke:d 29H" (18B40) 1 member, - Beams marked 29K (18,840)- 1 member. Beams marked 29G ""(ZS.B40) 1 member.. Beams marked .29K•(18B40) 1 member. , -G. Be-ams. marke-d.32BC ` 32-F•; 32AC9 32AT,•' '32K; : 32U; 32"K : (3'members):• (BB1,0)�.. Beams marked.'29m (18.84D)";1. member. ' Beams `m-a•rked. 2YT :"(1,$B40) :1: memfier. ' Beams marked 12K~_ (-lgg4-0):,.2 Members..• SOIL & mATERIA•L .TEBTIN'G LABORATORY ; OF •NOR'TH COUN'TY.IN.C. 423' ,Hal,e Avenue Escondido,, C"ali.fornia •-92025 E8condido--746 — 2333 INSPECT -ION E.ORT. Job No. 69-24 - Report No•. m207 Date 7-16-69 Job J: G. 'Penney Co.., Inc. Address 2555 E1 Camino Real,. Carlsbad, C-alifornia " .Date :. Ho.ur.s 23 , hnspe'c.tion of High Tensi1 Bo'l.ting' miles , • . Contractor . Millie & Severson. Inspector -E. 8e11 Fabricator Eckman Steel Bolts: 325:—, 7/8" Proof Load 39,000 Pounds' 7-7-69• --_ 7.:00 A.M. — 11:30 A:m.•.. (:4 Hours.) ; : :Penthouse Roof. J--H- a.n•d: 1=2 , 'Penthouse floor area'. C—E: and .1=2-Plus; B-C and .1;-3 Plus'. C—D Beams 'Marked. 32m..(2 members),'-32'AB,' 32AA.; - 3.2,G, (.2 •members), :" 2B (3 members). (8B10 and lO.B15). _ Beams masked 29D :'(18840) 1 member:' Beams marked .29•E•.`(l$B4.0)7 1. member'. = Beams Ma.r-ked 295 (18B40')• 1 .member. Beams marked 29U (18840)' 1 member. 'B-eams -mark•ed• 29X .(18840): 1 member. . •' ::• Beams. marked .-29C •' (1,8B3.5) • 1. member. D—E Beams ma-r•k.ed 32AD (:2 members), 3-2AC (2 `members),. 32E, 32D •(8B1O).; - Beams 29:W (18B40) l member... .;marked 'Beams marked 12K '(.18B.40)�-•3 members. B—C. Beams Mark ed';,'2,9A-C, 29AA (12816. 5) 1 'member. .. -Beams marke-d ' 32A.• (`4 •me-' bers )-,. 32BF. ( 2 _members) ( 8C11..5 ) = .Be.ama m.ark•e;d :291U '(18840.) 1 member_._' Beams marked :12P (18.840) 1. member. ,. Beamss marked 1214., (18-840) 1. member... Beams Marked-- 12k- (18840)', 1 'member. • beams' marked 12.m (a$0:4i) 2 :members. Penthou,es Roof Pq' in -fie ?�.K.snd. 1-2•., SOIL AND MATERI&L TESTING' LABOEATORY OF NORTH CO- ITY, INC. t�23 hale xv.enue, Escondido, California 92025 746-2333 xEPORT OF COMPRESSIO14 -TESTS _ Job No. 69-24 -Date 'July 23, '1969 " -Job J, C. Penney. Co., Inc.: Address 2555 El Camino Real Owner J. C. Penney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson, Contractor:. 'Millie & Severso-n INSPECTOR: •Eugene C.arro'l1 .Location• in Struetare: Pen•thou-se Eloor. Slab Mark on Specimen #'l #2 #3 ' Hold. Laboratory N-umber 358' 359 3-60 KC E I IV E 13 Age Tested gays 7 JUL 24 1 69 Area, Square inches 28.27 CITY OF CARL SBAD Ultimate Load'Pounds 76,000 Building Depar rnen't Pounds Per Sq.inch 2688• npecified -Strength: 3'000 Date Made: 7-16-6.9, Brand of Cement Used: Colton Admixture Used: 3 LAA. POZZ • ' Source of Sand:' Capistrano L. G: Source of kook: Capistrano L.. ' G: .Mix Proportions or Number: PR 955 Slump: 3111, Supplibr:. Pre Mixed Concrete Truck Number:_ 223 Ticket Number: '26927 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report Tot • Krumm &. Sorenso,n - Hrandow & Johnson. Millie & Severson Eugene Carroll�� City of Carlsbad B-1dg.. Dept. BY C,laud.e B. Parker SOIL & MATERIAL.TESTIN�' LABORATORY OF NORTH COUNTY INC. 423 Hale Avenue.= r Escondido, .California .92025 Escondido--746 - 2333 INSPECTION 'REP,O'RT Job No. 69-2..4 Report No. M210 Date.7-21-69 -Job J. C. Penney. Co., Inc, ; Address 2555 El Cami-no Real, Carlsbad, ' Cali'forni'a, Date Hours 16 Inspection, of Field Welding Miles Contra.ct•or Millie & Severson Inspec-tqr, E. Bell Fabricator B'uggey Company Welders: Harry Moffit #256� Ray Bridge #87. -Jacob. B. Sal'zman #62960 Robert Blaine Jensen' #6.05-20 Rod: ".E7016 7=16-69 -- 7 : 30 - 12': 30 (•S Hours) Steel. decking •plug welded (masher) at Main Roof: Lines 1-.3 and MP, 5-8 .and MP.? K-M. and 1-8. 7=17-69 -- .8.: O0 - - 3 :30 (7 Hours) M-P and 3-5, M=N and 1-8, K-N and 8-99.A-C and 5-9. 7-18=69 -- 11:30-- 3:30 (4 Hours) A-K and 5-8 ; A11. work. sh.oWn on• report confotmed to applicable- 'codes - and -specifications.', L.. JUL -25 CITY OF CARLSBAD Building Department . - c� ,,%GAG ca..` 2�-�• . '• "R:eported-to: City of Carlsbad Bldg. Dept. By, Krumm & Sorenson E. Sri.an Smith R CE 3,8 1 Brandow & J'o-hnson Millie & Severson Eugene Carroll SOIL AND I&TERI aL TESTING LABO EATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, California 92025 746-2333 .hEPURT OF COMPRESSIOW TESTS Job No. 69-24 Pater may 26, 19.69 Job J. C.• Penney Co., Inc. Address 2555 E1 Camino Real., Owner J. C. Penney Co., Inc. Architect Krumm & Sorenson Engineer Brand -ow & Johnson Contractor: Millie & Severson Location in Structure; Upper Wall•Panel No. 7 Mark on Specimen - -- - - #i #2 #3 Hold .Laboratory Number 216 217 218 Age Tested liays 7 Area, Square Inches 28.27 Ultimate Load,Younds 74000 Pounds Per S'q.Inch 2617 Specified Strength: 3000 Date Made: 5-19-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G.' . Mix Proportions or Number: .69-43 Slump: 3 ' Supplier: Pre Mixed 'Concre.t•e „t Truck Number: 187 Ticket Number: 6235 Temperature of. Air: Temperature of Mixture: Specimens Made By:. Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson.. Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By Edmund Bell a r • SOIL AND MJ TERIAL TESTING LABOEATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 apoRT OF COMPRESS1014 TESTS Job too. 69-24 Bate may 23, 1969 Job : J. C. Penney Co., Inc.. Address : 2555 El Camino Real Owner ; J. C. Penney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Billie & Severson Location in Structure: Upper Level Slab @ N-5 Mark on Specimen #1 #2 #3 #4 Hold ' Laboratory Number 219 220 221 222 Age Tested liays 6 8. Area, Square Inches 28.27 28.2.7 Ultimate Load,Pounds 60000 62000 Pounds Per S'q.inch 2122 2193 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Ca-pistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 68-32-11 Supplier: Pre mixed Concrete, Truck Number: 153 Temperature of . Air: Date Made: 5-16-69 Admixture Used: 8 AA POZZ Slump: 4 " Ticket Number:' 6190 Temperature 'of Mixture: Specimens Made By:. Gene Carroll Type of Specimen: Concrete Report TO: Krumm & Sor-enson. Brandow & Johnson, Millie & Severson Eugene Carroll City of ,Carlsbad Bldg Dept _r By Edmund Bell FORM 4 2M 1.69 JP �J TESTING ENGINEERS, INCORPORATED SAN DIEGO TESTING LABORATORIES . 3467 KURTZ STREET SAN DIEGO, CALIFORNIA 92110 (714) 222-1168 REPORT OF COMPRESSION TESTS OAKLAND SAN JOSE LOS ANGELES SAN DIEGO File No. 507-2 DATE May 27, 1969 .loe: New Interconnection Plant ADDRESS: Carlsbad, California OWNER: Burroughs Corporation ARCHITECT: Giffels and Rossetti, Inc. XMCREG. WT. CONCRETE 0 CORES ENGINEER: ❑ LIGHT WT. CONCRETE ❑ MORTAR CONTRACTORTrepte Construction Company ❑ GUNITE ❑ GROUT LABORATORY NUMBER C24 - 1539 - BI 3 MARK ON SPECIMEN BI - 1 BI-2 �TJOB CURED LOCATION IN STRUCTURE Pre Fab Panel #62 13RAND OF CEMENT USED . Colton R E C. 3 BRAND AND TYPE OF ADMIXTURE - POZZollth 3LAA 4.83 oz. SOURCE OF SAND • . • . • San Diego Consolidated Co. - Escondido 2 1969 SOURCE OF ROCK . I1 It 11 II 11 MAY MIX PROPORTIONS OR NUMBER 90212, 69-66 SUPPLIER (CONCRETE) San Diego Consolidated Co. - Escondi bTY OF CA ar Sent TRUCK NO. &.TICKET No. - Truck #4686 Ticket #30012 Building Dep SLUMP OR KELLY BALL - - - - 3 2,11 TEMPERATURE OF AIR OF TEMPERATURE OF MIXTURE °F SPECIMENS MADE 13Y . . . . Testing Engineers (L.L. Davis) DATE MADE . • . . • • • May 20, 1969 y DATE RECEIVED . . . • . • May 21, 1969 DATE TESTED . . . • . . . Day 27, 1969 AREA, SQUARE INCHES . 28.27 ULTIMATE LOAD. 'Lee. 86000 CRUSHING STRENGTH LBS. PER. 00. IN. 3040 AGE TESTED. DAYS . . - 7 UNIT WEIGHT. -LBO. PER. CU. IT. SPECIFIED STRENGTH 3000PSI REPORTED TO: CLIENT (3) (1) (1) (2) (1) (1) (1) Giffels and Rossetti, Inc., Attn: M.J. Kopko M.J. Dolan Trepte Construction Company City of Carlsbad Bldg. Inspection Woodward -Clyde & Associates San Diego Consolidated Company G.J. Cottrell Dept. ✓ TESTING ENGINEERS. INC. EHC:n1g By Everett H. Crook h SOIL .AND MkTERIxL TESTING LABOPATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 EEPURT OF COMPRESSION TESTS 9 J-ob �No. 69-24 Date may 23; 1969 Job : J. C. Penney Co., Inc. Address : 2555 E1 Camino Real Owner : J. C. Penney Co,, Inc. RECEIVE" - Architect 'Krumm & Sorenson Engineer : Brandow & Johnson MAY 28 1969 Contractor: Millie & Severson Location in Structure Pre Cast Panel C� A-7 'y _ Building Department Mark on Specimen #1 #2 #3 Hold. Laboratory Number 157 158 ' 159 Age Tested liays 7 28 Area, Square Inches 28.27 .28.27 ultimate Load,Younds 100000 130500 Pounds Per S'gainch 3537 4615 Specified Strength: Brand of Cement Used. - Source of Sand: Source of Rock: " 3000 Colton Capistrano L. G. Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete.... Truck Number: 155 Temperature of Air: Date Made: 4-25-69 Admixture Used: Slump: 4" Ticket Number: 3 LAA POZZ' 75259 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson' Millie & Severson Eugene Carroll � City of Carlsbad Bldg Dept. Edmund Bell j SOIL AND MATERIAL TESTING LHBOEATORY " r OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, ualifornia 92025 746-=2333-. aPURT OF COMPRESSION TESTS Job No. 69=24 3M r July -31, 19:69' .. .� -- .[ E U 1 V Job J. -C.• Penney . ,Address ; 2555 E1 Camin-o Re•a1 Owner : J. C'. Penney Co., Inc. AUG 11969 Architect' : ' Krumm•& Sorenson CITY OF CARLSBAD Engineer : Brandow' & J.ohnson Building Department . Contractor: Millie &, Severson INS-pECTO.R Eugene Carroll 'Location -in Structure.: Parapet L.edger CAA-B Mark on 6pecimen #1 #2 #3 Hold -. Laboratory Number 342 343 h 344 .. Age Tested• llays 7 28 ' Area, Square- inches .28.2.7 28. 27•' ultimate 'Load,Younds 67.1.00-0 9.6, 000 Pounds Per Sq.inch 2370- 339.5 , Specified* • Strength: 3000 -'.Date Made: • 7-3,69 ; Brand of -Cement Used: Colton Admixture'Used: 3 .LAA . POZZ Source of 'Sand: Capistrano "L. G. ; Source of kook: Capistrano L. G. Mix -Proportions or Number: PR 9-5-5 Slump:, 42 Supplier: P•re mixed Concrete .. s. Truck Number: 153 Ticket Number: 26667 Temperature . of Air: Temperature- of Mixture: S;peo.imens Made' By: • Gene Carroll Type .'of-. Specimen: • Concrete ,Report To: Krum.m. & Sorenson Brandow & Johnson Millie & Sever-san Eu"gene 'Carroll: : City of Carlsbad Bldg.. Dept. B R er Larson SUBCONTRACTORS for: Soule Steel Company 4744 Old Cliffs Road San Diego, California 92120- 714-5S3-2612 Reinforcing Seel & Mesh MILLIE AND SEVERSON INCORPORATED GENERAL ENGINEERING A BUILDING CONTRACTORS J. C. Penney Store Building and T.B.A. Plaza Camino Real Shopping Center 2555 El Camino Real Carlsbad, California Eckman Steel, Inc. 14420 Carmen i to Road - Norwalk, California 90650 864=3787 Structural Steel H. H: Robertson Company 1-499 Huntington Drive South Pasadena, •Cal if. 91030 213-682-3341 Steel floor & Roof Deck Caswell S-heef-Meta-1 E-. Guenther Masonry- Inc: E: F.-Brady-Company, Inc. ., fir. -�ri;' ° r*.- _�;. Av --nue P-. C. B,.x 546 �Jranq e, California 92667 Santa Ana, California 92707 La Mesa, California 92041 714-633-1260 714-545-5221 714-463=5525 SheetM-eta'i Work Masonry Work Lath and,Plaster & Drywall T-P Acoustics, hnc. P . O. dox 982 El Monte, California 91734 2113-6S6-1152 Suspended Ceiling & Acoustical Tile Pacific Glass & Mirror Co. 5202 Lovelock Street San Di ; }r California `;2110 714-297-4661 Glass & Stcr,-front,Mirrors,Alvm.Rail, T-a nipered Glass Panels & Alum.Dr.Hdw. .,fLrtloccf Door Co. of San Diego 31 12 Moore Street ti.: -- v•1'. Nita 921711- �r ldood Sectional Doors Diebold, incorporated 11 45 SojIIt-. V` I'cstern Avenue L!,: Ar�efes, California 90006 213-RE-2-9133 Vr,ult Door Acorn `4' ire c& Iron Works 1709 West Bf ; Strcet Los Ar,ge1e:, 17, Cali,fornia HU 3-4747 Wire Mesh Partitions & Gates Tri-Co. Floors 7825 North Avenue Lemon Grove, Calif. 92045 714-463-9363 Resilient Floors Sanymetal Products Company, P.O. Box 3546 South E"I Monte, Calif. 9173� CU 3-7737 Toilet Partitions Carrara Marble Co. of America) 8653 East Garvey Aven'we South San Gabriel, Calif. 213-283-81.21 Ceramic, Quarry & Maybrik T"IIs Inc. Casco Fire Protection, Inc. 4455 Twain Avenue $.. n Diego, Calif. 92120 714-281-7792 Automatic Fire Sprinkler $yet Kinnear Mfg. Co. of Calif. Montgomery El-evator Company 1121 South Yill Str�:et _ P. O. Box 1-29 's•nrdifoiun 921/a.12 Steel Rolling Doors Moving Stairway,Freight Elev and Passenger Elevator C. E. Buggy, Inc. ¢830 Crenshaw BI,J d , Los An, -ales, California 90043 213-751-5143 Galv.Tufcor and 'Neydeck Reinf. Mesh and Zonolite Roof Fill Ernest W . Freeman 224 Guajome Strem Vista California 92083 714-I26-0352 Painting & Vinyl Wo11 Covering Steelform Contracting- Co. 12021 South 5.hoe-mia4r Avenue Sa.,ta Fe Springs,-Colif. 90670 213-723-0751 Concrete Form Work Omen Roofing -Company, Inc. 36 South Compton Avenue Los Angeles, California 90021 213- 747-7125 Roofing & Waterproofing MILLIE AND SEVERSON INCORPORATED GENERAL ENGINE9RING A BUILDING CONTRACTORS SUBCONTRACTORS for: J. C. Penney Store Building and T.B.A. Page Two Plaza Camino Rea] Shopping Center 2555 El Camino Rea I Carl-sbad, California tlas Electric of San Diego, Inc. roffitt & Durnell Plumbing, Inc. McKinley Equipment Corp. P. O. Box 20366 12630,South' Hawthorne 1557 Esperanza Street San Diego, California 92120 Hawthorne, California 90250 Los Angeles, Calif. 90023 714 - 283-5701 213 - 675-5393 213 - 2�3-6931 Electrical Plumbing Mode] #708 A Dock Levelers Sim J`., ljttrris�m.pc�ny W srFR,uArJtG�ck Cvrpor�Yfi)sry �P.- O. box 3068, Hillcrest Station 12046 Gast [ iorence Avenue San Diego, California 92103 Santa Fe Springs, California 90670 714 - 277-5481 213 - RA 3-9951 Cut Asphalt Concrete, Remove and Air Conditioning Replace, Construct Outf6ll Pipe to Channel n SOIL AND WiTERIAL TEST ' ING.LABOEATO.RY : OF NORTH. COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 74b-2333 aPURT OF, COMPRESSION TESTS Sob l\1o. 69-24 llate -7 Jul 1969 Job J.' C. Penney -Co..," 'Inc. Address ; 2555 E1 Camino Real R 1 Owner J. C. Penney -Co-.,. Inc. c9 Architect Krumm & 'S.orenson Engineer :` Brandow & Johnson Contractor: Millie & .Severson .; CITY .UF.CA acSBA DP Location in Structure: Upper Level Slab. ®G-8 Mark on Specimen. #1 _ #2 ;. #3 Hold- #4 Hold Laboratory Number 284 285 286 2,87 Age Tested liays. 7. 28. Area, Square inches :. 2.8'. 27' 2.8. 27 'Ultimate. Load,Younds .809000, 130,000 Pounds Per S'q.inch 2829' 4598 Specified Strength: 3.00,0 " . 'Date Made: 6-6-69 Brand of Cement Used:' Colton. :Admixture Used:' 3 LAA POZZ Source of Sand: Capistrano L.G. _ Source' of Rook: Capistrano L. G; Mix Proportions., or Number:. PR- 955' Slump: 42 Supplier: Pre -Mixed Concrete Truck Number: W11 Ticket Number: 6724 Temperture of Air: Temperature, of 1'1lixure: S;peoimens. Made By: Gene Carroll Type of' Specimen: Concrete Report To: Krumm & Sorenson Br-andow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Bff�C.c Edmund Bell. SOIL AND MATERIAL TESTING ,L&BOEATORY OF NORTH COUNTY',' INC 42.3 bale Avenue, Escondido., Ual.ifornia 92025 74,6-2.333 xEPoRT OF COMPRESSION TESTS Job I\'o. 69-24 ' , Date July 10, 1965 J'ob" 'i -C. Penney Company, Inc: Address 2555• E1 Camino Real j� E C E I. 'V E Owner J.C. Penney Co-.', Inc. Architect Krumm & -Sorenso"n JUL �g69 Engineer Brandow & Johnson Contractor: Millie "&-S-ever'son CITY. ;OF .CARLSBA[3 e artment Location 3:n Structure; Parapet Ledger @. A=8 Mark on specimen. #1 #2 .#3 . H o 1,d" Labo•rat,ory lvumber 342 343 344. Age Tested liays. 7 Area, Square inches :. 28'.27 ultimate..Load.,Pounds ,67,'000 Pounds Per.S'q.inch 2370 Specified Strength: 3000 .''Date Made: 7-3-69 11rand of Cement Used. ' Colton Admixture Used:. 3" LAA POZZ. Source of Sand: Capistrano L. G. 'Source' of Rock: Capistrano L. .G. Mix Proportions, or Number:_ PR 955 Slump: "42" Supplier: Pre mixed Concrete Truck- Number-: 153 Ticket Number: 26661 .Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To., Krumm & .Sorenson . Brandow & Johnson Millie & S.eve-rson Eugene Carroll B--� City of Carlsbad-BL-dg.`Dept:, y Edmund Bell SOIL AND MATERIxL TESTING LABOFATORY OF NORTH COUNTY, , INC. 423 gale Avenue, Escohdido, ualifornia 92025 746-2333 xEPoRT OF COMPRESSI014 TESTS Job 1\io. 69-24 .Date July 91 1969 Job : J. C. Penney Co., Inc. - Address 2555 El C-amino Real Owner ; J. C. Penney Co., Inc. Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor: Millie & Severson Location in Structure: Parapet 'Ledger @ 9-P Xark on Specimen #1 .#2 #3 Hold #4 Laboratory Number 291 •292 293 294 ,Age Te4ted Vays 7 28. 12 Area, 6quare Inches 28,27 28.27 28.27 Ultimate Load,Younds 101,000 j 149,000 118,000_r Pounds Per S'q.lnch 3572, : 527.0 4174 Specified Strength: Brand of Cement Used: Colton .3000 . Date Made: .6-11-69. Admixture Used: 3 LAA POZZ Source of Sand: Capistrano-L. G. Source of Rook: Capistrano L. G.' Mix Proportions or Number: PR 955 Slump: 311 Supplier: 'Pre..Mixed Concrete Truck •Number# 184 ' Ticket Number:• .6811 Temperature of Air: Temperature of Mixture: Specimens Made' By: Gene Carroll T,Ype -of Specimen: Concrete Report To: .-Krumm &-Sorenson BrandoW & Johnson Millie &'Severson Lug-ene Carroll City of Carls-bad Bldg. Dept. BX5 z � Edmund Bell SOIL AND .14ATERIAL TESTING LABOEATORY OF iVORTH COUNTY, INC . 23 bale Avenue, Es-eondido', - Oalifornia 92025 •746-2333 t�EPORT OF COMPRESSION TESTS Job i\lo. 69-24 Date July 2, .1969 Job 3. C. Penney Co., Inc. Address ; 2S55 El Camino Real Owner : J. C. Penney Co., Inc. Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor; Millie & Severspn Location in Structure Upper Level Column at 1—A JUL 7, 1969 ma-rx on Specimen #1 #2 #3 H o f�(T y OF C Laboratory IV umber 32'5 326 327 t Age Tested Days 7 Area, Square inches 28.27 Ultimate Load,Younds 73,000 Pounds Per S'q.in-ch 2582 Specified Strength: 3000 Date Made: 6-25-69 Brand of Cement Used: Colton ..Admixture Used: 3 LAA POZZ :. Source of Sand: Capistrano L. G•. Source of kook:, Capistrano L. G. Mix Proportions or Number': PR 955 Slump: 4" Supplier: Pre mixed -Concrete Company Truck Number: 157 : Ticket Number: 7194 Temperature of Air:- Temperature of Mixture: Specimens Made By:.Gene Carroll .Type of Specimen: Concrete Report To: Krumm & Sorenson 18randow & Johnson -Millie, & Severson .'Eu.g-ene Carroll , City of, Carlsbad ,Bldg. Dept'. By..�: Edmund Bell SOIL AND MATERIaL TESTING LABORATORY OF NORTH COUNTY, ,s7NC. 423 tiale-Avenue, Esc-ondid'o, Ualifornia 9202.5 746-2333 xEPURT OP ' COMPRESSION TESTS Job No. 69-2.4 Date July 2, 1969 Job : J. C. Penney Co., Inc.. Address 2555 E1 Camino Real Owner J. C. Penney Co., Inc. Architect _ Krumm & Sorens-on Engineer : Brana,ow & Johnson Contractor: Millie & Severson Location in Structure: Upper Level Slab. @ C-8 marx on Specimen #1 #2 #3 Hold olld•j Laboratory lvumber 280 281 282. 2_3"" 1 ED Age Tooted vaye 7 28 JUL 7 196 Areal 6quar-e lnches 28.27 28 t 27 CITY .. "Wilding OF CARS pePartm AD Ultimate Load,Posrids 93•1000 1 5., 000. t Pounds Per Sq.inch 3289' 4775 Specified Strength: Brand of Cement Used: Coltan- Source of Sand: Capistrano' L. G. Source of kook: Capistrano L. G: Mix Proportions or Number: PR 955 Supplier: Pre Mixed Concrete Truck Number: N.R. Temperature of Air: 30'00• Date Made: 6-4-69 Admixture Used: 3 LA'A POZZ Slump: 3-111 Ticket N umber: N . R . Temperature of Mixture: Speoimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eug-ene Carroll. City of Carlsbad Bldg, Dept.' By Edmund Bel • SOIL AND MikTERIxL TESTING LABOMTORY OF" NORTH COUNTY, INC . 423 Kale. Avenue, Escondido, ualifornia 92025 746-.2333 aPURT OF COMPRESSION•TESTS Job 1vo. 69-24 Date June 30, �969 Job '•J. C. Penney Company, Inc. Address ; 2555 E-1 Camino Real. Owner J. C. Penney Co. ,. I-nc. . RECEIVED ° Architect Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson JUL 3 1969 Upper 'Level Slab ® J-8 Y OF Location in Structure CARLSBAD- • Rllilriinn n_-- Mark .on Specimen #1" #2. #3 Hold #4 Hold Laboratory Number 266 267 268 269 Age Tested Days 7_ 28, Area, Square inches 28.27 28.27 Ultimate Load,Pounds 85,ODO 118;000' Pounds Per S'q.inch 3006 , 4174 ' Specified Strength: 3000 Date .Made: 6-2-69 Brand of Cement Used: ,Colton Admixture Used':. - 3 LAA 'POZZ Source of Sand: Capistrano L: G. Source of Rook:- 'Capistrano L. G. Mix Proportions ..or Number: -PR 955 slump:, 4" Supplier:' Pre Mixed Cancr•ete ' Truck Number: 191 Ticket Number: 6578 Temperature of Air: Temperature. of Mixture: Specimens Made By: 'Gen.e Carroll Type of Specimen: Concrete Report To: Krdmm & Sorenson Brandow &'Johnson Millie &••Sewer:son Eugene Carroll City of Carlsbad Bldg: Dept. By.-=Gy z� j Edmund Bell SOIL AND 1,11A.TERIxL TESTING LaBOFATORY OF NORTH COUNTY, INC. 423 tiale .Avenue, Escondido, Ualifornia 92025 746-2333 x.EPORT OF COMPRESSIO14 TESTS Job N,o. 69-24 _ — _ Dat® June 26, 1969 Job J. C. Penney Co., Inc. it L u L 1 L L17 Address 2555 E1 Camino Real Owner J. C. Penney Co., Inc. JUN 30 1969 Architect : Kruimm & Sorenson Engineer Brandow &Johnson CITY OF CARLSBAD Building Department Contractor: Millie & Severson Location in Structure: Upper Level Pre Cast Panel No. 1 Mark on Specimen #1 #2 ; #3 Hold ` Laboratory Number, 263 264 265 Age Tested, liays 7 28 Area, Square inches 28.27 28.27 Ultimate Load,Pounds 100,000 1409000 Pounds Per Sq.inch 3537. 4952 Specified Strength: Brand of Cement Used: Colton Source Of Sand: Capistrano L.. G. Source of kook: Capistrano L. G.- Mix Proportions or Number:. 69-43 Supplier: 'Pre Mixed Concrete Truck Number: 18.7 3000 Date Made: 5-29-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 6540 Temperature of Air: Temperature of Mixture: Specimens Made, By: Gene Carroll -Type of Specimen: Concrete Report To: Krumm & Sorenson- :Brandow & Johnson Millie & Se.verson Eugene Carroll ---- Ci-ty of Carlsba-d Bldg. Dept. By - �i' _G :/� %✓� Edmund Bell SOIL AND M&TERIAL TLSTIN.G LaBOIATORY OF NORTH COUNTY, .,INC . 423 hal-e Avenue, Escondido,. ual.ifornia'.. 92025 746-2333. REPORT 'OF COMPRESSION TESTS Sob 1\o. 69-24- llate June 25, 1969 Job : J., C. P.enney -Co. , Inc. Address 2555 E.1' Camino Real Owner J. C. Penney Co.•, ' Inc: Archite-ct : Krumm & Sorenson Engineer : Brando-w & Johnson Contractor: Millie & Severson Location in Structure; Upper Level Slab @ 8=M .mark on Specimen' #1 #2 � #3 #4 Hold _ Laboratory Aumber 254 255 256 257 Age Tested liays .6 7 28 Area, Square inches 28.27 28.27 28.27 Ultimate Load,..Iounde 80,000 86,000 126,000 Pounds Per S'goinch 2829 3042 4457 " 'specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L".G. Source of Rock: Capistrano L. G. Mix Proportions or.Number: PR 955 Supplier: Pre Mixed Concrete Company Truck Number: 18 3 3000 Date Made: 5-28.-69 Admixture RECEIVE DK JUN 2 7 1969 Slump: 4 B�ui TY d �g D partmB�tD Ticket Number: .6499 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By Edmund Bell �1 SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, 1NC . 423 hale Avenue, Escondido., Ualifornia 92025 746-2333 xEPURT OF COMPRESSION TESTS Sob I\o. 69-24 C -r j-h4, 1969 ------- _. .a W .ate \.A J" JL V J" .Z_� Job : J. C. Penney Co., Inc. Address : 2555 El Camino Real JUN 26 1969 Owner ; J. C. Penney Co., Inc. Architect Krumm & Sorenson CITY OF CARL•SBAD Engineer Brandow & Johnso-n Building Department Contractor: Millie & Severson Location in Structure; Upper Level•Slab @B-5 Mark on 6pecimen #1 7#2 #3.Hold #4 Hold Laboratory lvumber 250 251 252 253 Age Tested Uays 7 28• Area, Square inches 28.27 28.27 Ultimate Load,Pounds 869000 124,000 Pounds Per Sq.inch 3042 4386 Specified Strength: 3000 Date Made: 5-21-69 Brand of Cement Used: Colton Admixture Used: 3 LAA Pozz Source of Sand: Capistrano L. G., Source of. kook: Capistrano L•. G. Mix Proportions or Number: PR 955 Slump: 4" Supplier: Pre Mixed Concrete Truck Number: 176 Ticket Number: 6415 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Joh-nson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By PrlmitnH Aol 1 SOIL AND 1AATERIxL TESTING LABODATORY OF NORTH COUNTY, INC. 423 Hale Avenue; Escondido,' Ualifornia 92025 746-2333 ttEPURT OF COMPRESSION TESTS Job 1\lo. 69-24 llate June 24, 1969 Job :.J. C. Penney Co., Inc. RECEIVED Address 2555 El Camino Real Owner : J: C. Penney Co., Inc.. ,UN 26 1969 Architect : Krumm & Sorenson Engineer : Brandow & Johnson CITY OF CARLSBAD Contractor: Millie & Severson Building Department Location in Structure: Parapet Ledger @9—P Mark on 6pe,c imen #1 #2 #3 Hold #4 .Laboratory Vumber 291' 292 293 294 Age Tested nays 7 •12 Area, Square' inches 28.27 _ 28.27 Ultimate '.Load,Pounds 101,000 .118,000. Pounds Per S'q .inch 3572 417 4 ' Specified krength: Brand of Cement Used: Colton Source of -Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: PR 955 Supplier: Pre mixed Concrete Truck Number: 184 Temperature of Air: 3000 Date Made: 6-11-69 Admixture Used.:- 3 LAA POZZ Slump:_ 3" Ticket Number: 6811 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete. ..Report To: Krumm -& Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell • SOIL AND 'WLTERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423, dale Avenue, Escondido, Ualifornia 92025 746-2333 iiEPORT OF COMPRESSION TESTS Job I\!o. 69-24 Date June 20, 1969 Job ; J. C. Penney Co., Inc. ECEIVETIU Address : 2555 E1 Camino Real Owner J. C. Penney Co., Inc. JUN 23 1969 Architect : Krumm & Sorenson Engineer ; Brandow & Joh-ns-on CITY OF CARL88A0 Contractor: Millie & Severson . BUilding bL:P&rtMent Location in.St,ractare: Upper Level Slab C B-2 Mark on specimen #1 #2 #3 Hold #4 Hold Laboratory ivumber 234 235 23,6 237 Age Tested gays- 6 28. Area, Square Inches 28.27 28.27 Ultimate Load,Pounds 74,000 106,000 Pounds Per Sq.inch 2617 3749 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: PR 955 Supplier: Pre mixed Concrete Truck Number: 176 Temperature of Air: 3-000 Date Made: 5-23-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 6378 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll .City of Carlsbad Bldg,. Dept. By Edmund Bell SOIL AND YI&TERIAL TESTING LABOliATORY OF NORTH COUNTY, 1NC . 423 riale Avenue, Escondido, c:alifornia 746-2333 IcEPORT OF COMPRESSION TESTS Job N 0. '69-24. 92025 Pt Da t eEJ �h �2� ,�1 Job : J. C. Penney Co., Inc. JUN 2 Address : 2555 El Camino Real �969 Owner : J. C. Penney Co. ,• Inc. C'TY 'OF Architect : Krumm & Sorenson guildng DepartMent Engineer : Brandow & Johnson nt Contractor: Millie & Severson Location in Structure: Upper Level Panel No. 12 Mark on specimen #5 #6 #7 Hold Laboratory Number 2.38 23.9 240 , Age Tested nays .7 28 Area, Square inches 28.27 28.27 Ultimate Load',Younds 77, 00.0. •..'107 2 000 Pounds Per. S'q:lnch 2723 • 3784 Specified Strength: Brand 'of Cement' Used:' . Colton Source of Sand: Capi6t-ran.o L.'- G. Source of kook: Capistran-o- L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 150 Temperature of Air: 300.0 Date Made: Admixture. Used: Slump: 4" 5-23=69 3 LAA. 00Z-Z Ticket Number: 6376 Temperature of Mixture: Specimens Made By: Gene CarrollType of Specimen: Concrete Report'To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Ca-rlsbad Bldg. Dept... .Edmund Bell SOIL AND Md TERIAL TESTING LKBO1,ATORY OF NORTH COUNTY, IN-C. 423 hale .Avenue, Escondido, Ualifornia 746-2333 KEPuRT OF COMPRESSION TESTS Job 1V o. 69-24 92025 llate June 18, 1969 Job J., C. Penney Co., Inc. Address ; 2555 E1 Camino Real RE Owner J. C. Penney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson. `SUN 20 1969 Contractor; Millie & Severson CITY nr- ^- Location in Structure: Parapet Ledger @9—P �d�ng tr/YL,3 eparr ,,.AD Mark on Specimen #1 #2 #3 Hold -if.I Laboratory ivumber 291 292 293 294 Age Tested Days 7 Area, Square inches 28.27 ultimate Load,Younds 101.,000 , Pounds Per Sq.inch 357Z Zpecified Strength: 3000 Date Made: 6-11-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L. G. Source of kook: Capistrano L. G: Mix Proportions or Number:'. PR 955 Slump: 3" Supplier: Pre mixed Concrete Truck Number: .184 Ticket Number.. 6811 Tempel,ature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll -Type of Specimen: Concrete Deport To: Krumm & Sorenson. Brandow &. John_son Billie & Severson Eugene Carroll' City. of Carlsbad Bldg. Dept. • Edmund Bell • s SOIL AND YILTERIAL TESTING LHBOIATORY OF NORTH COUNTY, INC 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 REPORT OF COMPRESSION TESTS Job N o. 69-24 Eate June 17, 1969 Job : J. C. Penney Co., Inc. .Address : 2555 E1 Camino Real Owner J. 'C. Penney Co., Inc. Architect Krumm & Sorenson Engineer : Brand -ow & Johnson Contractor: Mi.l'lie & Severson Location in Structure: Upper Level Slab @ N-5 mark on 6pe c ime n #1 #2 #3 #4 Hold Laboratory Number 219 220 221 222 Age Tested liays 6 7 2'8 Area, Square Inches 28.27 ' 28.27 28.27 d Ultimate Load,Younds 60,000 62,000 87,000 Pounds Per Sgolnch 2122 2193 3077 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 68-32-11 Supplier: Pre mixed Concrete Truck Number: 153 Temperature of Air: 3000 Date Made: 5-16-69 Admixture Used: 8AA POZZ RECEIVED Slump: 411 JUN 19 1969 CITY OF CARLSBAD Ticket NumbeRU T@ Department Temperature of Nl ixt u re : Specimens Made By: Gene Carroll Type of SpecLmen: Concrete Report Too Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Ey�3��''n:r�'/' �c--�-- Edmund Bell • 0 SOIL AND 16kTERIAL TESTING Lb.BOYATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job N o0 69-24 Date June 16, 1969 Job : J. C. Penney Co., Inc. Address 2555 E1 Camino Real Owner J. C. Penney Co., Inc. Architect : Krumm. & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in* Structure: Upper Wall Panel No. 7 Mark on Specimen #1 #2 #3 Hold :laboratory Number 216 217 218 Age Tested nays 7 28 Area, Square inches 28.27 28.27 Ultimate Load,Younds 74,000 103,000 Pounds Per Sgoinch 2617 3643� Specified Strength Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix 'Proportions or Number: 69-43 Supplier: Pre mired Concrete Truck Number: 187 Tempe z-.ture of Air: 3000 Date Made: 5-19-69- Admixture Used: 3 LAA POZZ Slump: 32" Ticket Number: 6235 Temperature of Mixture Specimens Made By: Gene Carroll Type of Specimen: Concrete .Report Too Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By, Edmund Bell SOIL AND rfiA.TERIxL TESTING LxBOTATORY OF NORTH COUNTY, 1NC,o 423 Kale Avenue, Escondido, Ualifornia 92025 746-2333 tcEPORT OF COiUMPRESSIOIN TESTS Job 1\1oa 69-24 Date June 1 , 1969 Job J. C. Penney Co., Inc. Address : 2555 El Camino Real Oviner ; J. C. Penney Co.; Inc. Architect Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure*. Upper Level Slab @ G-8 ,Mark on specimen #1 #2 #3 Hold #4 Hold ' laboratory lvumber 284 285 286 287 Age Te-sted _Uays 7 Area, Square in.chEs- 28_ 27 ultimate I;oad,i'ounds J 80, 0-00 Pounds Per Sgoinch 2.829 a — - Specified Strength: 3000 Brand of Cement Used: Co-lton Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G.- Mix P :�oportions or Number: PR 955 Supplier.: Pre Mixed Concrete Truck Number: W11 Date Made: 6-6-69 Admixture Used: 3 LAA POZZ Slurp: 42°' Ticket Number: 6724 T'emperat.ure of Air: -Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Repor~i, To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll G !� City of Carlsbad Bldg, Dept. By..1/>"yst�-�"% Ed'mun'd Bell SOIL AND MATERIAL TESTING LAB'OFATORY OF NORTH COUNTY.,, INC 423 Hale Avenue, Escondido, 'ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS J'ob No. 69-24 - --__.D_V ,e 12. 1969- Tob ; J. C. Penney Co., Inc.—;� 1 Address 2555 E1 Camino Real Owner J. C. Penney Co., Inc. -JUN 1.6 1969 Architect Krumm & Sorenson CITY OF CARLSBAD Engineer Brandoui & Johnson Building Department Contractor: Millie & Severson Location in Structure: Upper, 'Level, Panel, No. 19 Mark on Specimen #1 #2 #3 Hold Laboratory Number 2.13 2.14 - 215, Age Tested Uays 7 28 Area, Square Inches 28.27 28.27. ultimate Load,.Vounds 58,000 9,29000 Pounds Per Sq.InC77 2051 32,54 . Specified Strength: Brand of Cement Used:. Colton Source of Sand: Capistrano L. Source of Rook:- Capistrano L. 3006' DatA Marla: 5-15-69 Mix Proportions or Number: 6.9=43 Slump: 4" Supplier: Pre Mixed Concrete Truck Numbe r: N • R • Ticket Number: N . R . Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Speoiinen: Concrete Report To: Krumm & Sorenson Brandow & Johnson. Millie & Severson Eugene Carroll. City of Carlsbad BT.dg. 'D'ept. ''J. Edmund Bell SOIL AND MATERIxL TESTING LABO MTORY OF NORTH COUNTY, 'INC. 423 hale Avenue; Escondido, Ualifornia 92025 74.6-2333 .hEPORT OF COMPRESSION TESTS Sob N!o. 69-24 Date June 11, 1969 Job :J. C. Penney Co., Inc. Address :2555 E1 Camino Real . RECEIVED Owner 'J. C. Penney Co., Inc. Architect :Krumm & Sorenson JUNt 12 1969 Engineer" :grandow & Johnson Contractor: Millie & Severson CITY OF CARLSBAD Location in Structure: Upper Level Slab ® N-2 Mark on 6pecimen #1. #2_ #3 Hold Laboratory Number 210 211 212 Age Tested Days 7 28 Area, Square inches 28.2'- 28.21 Ultimate Load,Nounds 649000 90,000 Pounds Per Sq.lnch 2263 3183 Specified Strengths 30.00 Date Made: 5-14-69 Brand of Cement Used: Colton Admixture Used: BAA POZZ Source of Sand: Capistrano L. G. Source of Rock: Capistrano L.. G. Mix Proportions` or Number: 68-32-11 Slump: 4" Supplier: Pre Mixed Concrete Truck Number: N. R. Ticket Number: N. R. Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson .grandow &..Johnson Millie Severson Eugene Carroll City of ;tatlsbad Bldg. Dept. By. ��� Edmund Bell n SOIL AND M&TERIAL TESTING LABOMTORY OF NORTH COUNTY, :INC. 423 gale Avenue, Escondido, , Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job i,o. 69-24 .Date June 11, , 1969 Job :J. C. Penney Co., Inc. Address :2555 E1 Camino Real RECEIVED Owner :J. C. Penney Co., Inc. Architect :Krumm & Sorenson jUN 12 1969 Engineer 'Brandow & Johnson Contraetor:Millie & Severson CITY OF CARL$BAD swiidipg Location in Structure:Upper Level Slab @ C-8 Mark on .Specimen #1. #2 #3 Hold #4 Hold Laboratory lvumber 280 281 282 283 Age Tested Uays 7 Area, Square inches 28.27 ultimate Load,Younds 93,000 Pounds Per S'q.lnch 3289 'Specified Strength: Brand of Cement Used: Source of Sand: Source of Rock: 3000 Date 'Made: 6-4-69 Colton Capistrano L. G. Capistrano .L... G. Mix Proportions or Number: PR 955 Supplier: -Pre mixed Concrete. , Truck Number: N . R . Temperature of Air: Admixture Used: 3'LAA POZZ Slump: 32" Ticket Number: N. R. Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll . City -of .Carlsbad Bldg. Dept. : ' By, Edmund Bell SOIL AND MkTERIAL TESTING LABOEATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 92025 746-2333 k(EPURT OF COMPRESSION TESTS Job'lvo. 69-24 bate June 9, 1969 Job J. C. Penney Co., In-c. Address 2555 E1 Camino Real. Owner J. C. Penney Co., In.c. Architect : Krumm & Sorenson Engineer : Brandow & Jo.hnson Contractor: Millie & Severson Location in Structure: Upper Wall Panel No. 24 Mark on 6pecimen #1 7#2 #3 Hold Laboratory Number 195 196 197 Age Tested Days 7 28 Area, Square inches 28.27 2'8.27 ultimate- Load,Younds 70t000 1069000: Pounds Pe r Sq.Inc h 2476 3749 Spe c ified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G.' Source of Rock: Capistrano L.-G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: N . R . Temperature of Air: 3000 Date Made: 5-12--69 Admixture Used:, 3 1AA POZI Slump: 4" Ticket Number: N.R. Temperature of Mixture: Speoimens' Made By: Gene Carroll Type Of Specimen:. Concrete Report TO: Krumm & Sorenson Brand -ow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg.. Dept-. i BY ,,_, Edmund Bell SOIL AND PJATERI&L TESTING LABO,EATORY OF NORTH COUNTY1NC . 423 Hale Avenue, Escondido, ' ualifornia 92025 746.-2333 apuRT OF COMPRESSION TESTS Job 1`o. 69-24 Date J-une 10, 1969 Job : J. C. Penney Co., Inc. Address : 2555'E1 Camino ,Real Owner ; J. C. Penney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnso•n Contractor: Millie & Severson - Location in Structure, -' • Upper Wall Panel.No.. 21 Mark on Specimen #1 #2 #3 Hold Laboratory Number .201 202 _ 205 Age Tested gays 7 28/ Area, Square inches 28.27 28.27 ultimate Loaa,.Pounds 87,D00 117,000 Pounds Per S'q,.lnch 3077 . 41.38 Specified Strength: 300.0.' Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. ; Mix Proportions or Number: 69-43.' . Supplier: rs q Mixed Concrete Truck Number: .187 Date Made: 5-1.3-69 Admixture Used: N.- R. Slump: 411 - Ticket N umber: N. R . Temperature_ of Air: Temperature of Mixture: -Specimens Made By: Gene Carroll - Type of Specimen: -Concrete Report To:._Krumm & Sorenson Brandow & Johnson Millie & S-everson. Eugene. Carroll City of Carlsbad .Bldg. Qep`t'. Bye. Edmund Bell SOIL AND MATERIAL TESTING IABORATORY OF NORTH' COUNTY, INC. ' 423 hale Avenue Escondido, Ualifornia 92025 146-P2333 jjEPuRT OF COMPRESSION TESTS Job No. 69-24 Date June 9, 1969. Job : J. C. Penney Co.,'Inc. Address : 2555 El Camino Real Owner : J. C. Penney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure: Up -per Level Slab-® F-.2 Mark on*Specimen #4 #5 #6 Hold Laboratory Number 198 199 200 Age Tested .jays 7 28 9 Area, Square Inches 28.27 28,27 28.27 Ultimate Load,.Pounds 56,000 869000. 59,000 Pounds Per Sq.Inch 19.80 3042• 20B7. 5p6eified Strength: 3000 Date Made: 5-12-69 Brand of Cement Used: Colton Admixture Used: 8 AA POZZ Source of Sand: Capistrano L,,, G.* Source of Rook: Capistrano L. Mix Proportions or Numbers 68a-32"11 Slump: 4.1 2 Supplier: Pre Mixed Concrete. Truck Number: 147 Ticket Number: 75581 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll, Type of Specimen: Concrete Report To: Krumm & Sorenson' Brandow & Johnson .Millie &,Sever -.son Eugene 'Carroll City ofCarlsbad, Bldg. Dept, Edmund Bell SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTYINC. 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 I(EPORT OF COMPRESSION TESTS Xob No. 69-24 Date- 6-9-69 Job : J. C. Renney Co., Inc: Address 2555 E1 Camino Real Owner ; J. C: Penne.y Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure: Upper Level Slab ® J=8 Mark on 6pecimen #1 #2 #3 Hold #4" Hold Laboratory Number 266 267 26.8 269 Age Tested liays 7. Area, Square Inches 28.27 ultimate Load,Younds 85,000 Pounds Per S'q.lnch 7_7 39006 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G., Mix Proportions or Number: PR 955 Supplier: Pre Mixed Concrete Truck Number: 191 30-00 1 Date Made:. 6-2-69 Admixture Used: 3' LAA ROZZ• Slump: 4" Ticket Number: 6578 Temperature of Air: Temperature of Mixture: Specimens- Made By: Gene -Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson ' Eugene Carroll _ � � ���_ City of Carlsbad Bldg.. Dept. By � , _ �, ZK Edmund Bell WESTERN -ALLIED CORPORATION MECHANICAL CONTRACTORS/ 1-2046 EAST FLORENCE AVENUE, SANTA FE SPRINGS, CALIF./RA 3.9951 TRANSMITTAL 9 Drawings and/or Submittal data Signed Contract Q Submitted for approval M Approved as noted CI Approved IlFor your files L3 For your use Return copies for our files Q Bond Ci Suomittals _1 Operating Instructions E:] Guarantee = Other RECEIVE. REMARKS: JUN 10 1969 CITY OF CARj SRAD ng Uepartment WESTERN -ALLIED CORPORATION SOIL AND MATERIAL TESTING LA.BOEATORY OF NORTH C-OUNTY, INC. 423 hale Avenue, Escondido, ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Sob No. 69-24 Date June 5, 1969 J'ob : J. C. Penney Co., Inc. Address :2555 El Camino Real Owner :J. C. Penney Co., Inc. Architect : Krumm & Sorenson R E c E V .E D Engineer : Brandow & Johnson Contractor: Millie & Severson JUN 9 1969 Location in Structure; Upper Lever Slab ® F-5' CITY OF CAR!' cRnrn Mark on Specimen #1 #2 3Ul H o r ►c� Laboratory Number 191 192 193 194 Age Tested gays 7 28 " Area, Square Inches 28.27 - 28,. 27 ultimate Load,Younds 639.000 96_,000 Pounds Per S'q.lnch 2228 339-5 Specified Strength: 3000• Date Made: 5-8-69 Brand of Cement Used: Colton Admixture Used: BAA.POZZ Source of Sand: Capistrano L. G.` Source of kook: Capistrano L.. G. Mix Proportions or Number: 68-32-11 :` Slump: 411 Supplier: Pre Mixed Concrete Truck Number: 167 Ticket Number: 75509 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson = Millie & Severson Eugene Carroll City of Carlsbad Bldg..'Dept. • :. By .-~ �,� Edmund Bell SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC . L 23 hale Avenue, Escondido, ualifornia 92025 746-2333 apuRT OF COMPRESSION TESTS J'ob lvo. 69-24 Date June 5, 1969 Job :J. C. Penney Co., Inc. Address : 2555 E1 Camino Real R Et Owner : J. C. Penney Co.,. Inc. Architect :Krumm & Sorenson Engineer : Brandow & Johnson JUN 9 1969 Contractor: Millie & Severson CITY.OF Location in Structure: Upper Level Pre Ca-s-t Panel No. qiing• Department Mark on Specimen #1 #2- #3 Hold Laboratory 1vumber 263 264 265 Age Tested gays 7 Area, Square Inches 28.27 Ultimate Load,Pounds 1009000 Pounds Per Sq.lnch 3537 SpecifiedStrength: 300'0 Date Made: 5-29-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of, Sand: Capistrano L. G. ; Source of Rock: "Capistrano L. G. Mix Proportions or Number: 69-43 Slump: 4" Supplier: Pre Mixed Concrete Truck Number: 187 Ticket Number: 6540 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson"' Eugene Carroll City of Carlsbad Bldg. Dept:,.:. By Edmund Be 1 f SOIL AND T<EkIAL TLSTING LABOFATORY OF NORTH COUNTY, 1NC . ' L21 hale Avenue, Escondido, ualifornia 920-25 74bt2333 xEPUkT OF COMPRESSION TESTS Job N.o. 69-24 Date -Aug. 13', 1969 Job J. C. Penney Address ; 2555 El Camino Real O'wher J'° C.' Penney Co., Iric. Architect : Krumm & Sorenson Engineer 0randow & Johnson C•ontraotor: Millie & Severson Inspector: Eugene .Carroll Location in �;truoture : p•ehthous•e Floor Slab Mark ,on Specimen #1 #2 #3 Hold Laboratory Number 358 359 360 AUG 14 19 9: A e- Tested. Days g, y 7 2 8 ° Area, 'Square " inches 28.. 27 2.8. 27 CITY OF. GARI� SAD Building' Depart ent Ultimate -Load,-Pounds 76,000 97,•500 Pounds Per S'q-.inch 2688 3448 Spe-cified Strength: 3000 Date Made: 7-16=69', Brand'of.Cement Used: Colto•Admixture Us n ed; 3• LAA PO'ZZ Source of Sand: Capistrano L:. G. -Source of Ro0'k: Capistrano L. G.- Mix Proportions' or Number': PR 955 Slump: 32" Suppli(jr: Pre mixed .Truck Number: - 'Ticket Number:- 223 2'6927 Temperatuxe, 6:' Air: Temperature' of •Mixtuxe 4bcimens Made :.By: Gene Carroll TYPe •Of: Specimen: :Concre•te k. ' Report• To:'- 'Krumm '& Sorenson (1) Millie & Severson. (2) Carjabad City Bldg.: Dept, (1 ). .' 10, SOIL AND MiLTERIAL TESTING LABOTATORY OF 'NORTH COUNTY, INC. : 423- hale Avenue, Escondido, California . 92Q25: 746-2333 xEPoRT OF COMPRESSION' TESTS Job 60_24 -Date -Aug:. 13;., 1060 Job : J. C. Penney C.o. :.• Address 2555 El Camino Real - Owner J.. C. Penney Co., Inc. Architect Krumm & Sorenson Engineer ; 'Brandow & Johnson 'Contractor: Millie & Severson INJ1 PECTO�: �ugeiie Car -Poll. " Location in .Structure ; Truck dock wall footings Mark on 6pecimen #1 #23.Hold Laboratory Number 425 426 427 R E1E IT , •. Age Test-ed••liays 7 28 60 _Kb. AUG 14 1969 " Area, Square inches 28.27 ultimate Load,Younds 75,500 C!ty QF CARLS"'AD' BIdin ..De ar Pounds Per' Sq inch 2670 5pecified Strength: 3000 . Date Made:, 8-5-69 :•: . i3rand of Cement Used: Colton Admixture Used: '3 LAA ' PdZZ;-• 'Source of -Sand: Capistrano L. G. ' Source of kook: Capistrano L. G. ;..Mix Proport:ioxis or Number: - 6-9-42 Slump: .� 4" ' Supplier: Pre Mixed _Truck Number,: Ticket Number: 209 27506 Temperature of Air: Temperature of I14ixt.u2-e t : Spe,oimen•s- Made" By,, Gene Carroll Type of Specimen: Condreie' 1tepo-rt To: ft-umm & Soran•son. Millie -& Severson (2) C.dr.ls-bad City Bldg. Dept. By : Claude B. Parker SOIL AND YILTEEL4iL TESTMG- T &BOEATO.RY OF NORTH COUNTY. :ANC 423 hale Avenue, Escondido, Ualifornia 92025 7 6-2333 �;PE!RT OF COM11PRESSION TESTS ,'ob'N0 69-•24 Date June 4, 1969 Job : J. C. Penney Co., Inc. RE C E l� Address 2555 E1 Camino Real f` ED Owner J. C. Penney Co., Inc. .Architect : Krumm & Sorenson SUN 1969 Engineer : Brandow & Johnson CITY CARLOAD Contractor: Millie & Seversonjuaj.ag Department Location in Structure: Upper Level Slab C 8-M Mark on Specimen 1 #2 #3 #4, Hold Laboratory Number 254 255 256 257 Age Tested !)ays 6 7 Area, Squara Inches 28.27 28.27 Ultimate Load,.Pounds 80,000 869000 III Pounds Per Scalneh 2829 3042 Specified Strength, Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. f IMis Proportions or Number: PR 955 Supplier: Pre mixed Concrete_, Tsuok Number: 183 Temperature of A i 'r: 3000 Date Made: 5-28-69 Admixture Used: 3 LAA POZZ Slump: 411 Ticket Number: 6499 Temperature of lAix-ure Specimens Made By: Gene Carroll Type of SpecLnen: Concrete Report.To.6 Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City or Carlsbad Bldg Dept 58 1 SOIL AND MATERIAL TESTIN0 LABOEATORY OF NORTH COUNTY, INC. 423 •bale Avenue, Escondido, Ualifarnia 92025 746-2333. japuRT- OF COMPRESSION TESTS. J'ob No. 69-24 Date June ,-j 7-. T Job J. C-:' Penney 'Co. , Inc: Address : 2555 El Camino Real 196g Owner J., C. Penney Co., Inc. �U 4 Architect Krumm & Sorenson OF CpRLS61�a' Engineer : Brandow & Johnson CITY artment Building pep Contractor: Millie & Severson Location in Structure: Upper Level Slab-QB-5 Mark on Spe c'imen #1 #2 #3 Hold .4 • H o l d Laboratory Number 250- 251 2.52 , 253 Age Tested gays 7 Area, Square inches' 28.27 ultimate Load,Younds 86000 Pounds Per S'q.inch 3042 Specified Strength: 3000, Date Made: 5-26-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G. Mix Proportions or Number: Pr 955 Slump: 4" Supplier: Pre Mixed Concrete Truck Number: 176 Ticket Number: 6415 ;I Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen:'. Concrete Report To: Krumm & Sorenson Brand -ow & Johnson.. Millie & Severson Eugene Carroll City of Carlsbad Bldg: Dept,:' B Edmund Bell SOIL AND MATERIAL TESTING LABOIATORY OF NORTH C-OUNTY, INC. . 4.23 hale Avenue, Escondido, ualifornia 92025 74.6-2333 aPORT OF COMPRESSION TESTS Job No. 69-24 Date June 3, 1969 Job J. C. Penney Co., Inc. Address : 2555 E1 Camino- Real Owner : J. C. Penney Co., Inc. C�j� Iv Architect :Krumm & Sorenson �u Engineer :Brandow & Johns -on SUN 4 196g Contractor: Millie & Severson _ � � BRAD Upper Level.Slab Slab C�8—M CST U, p partm Location in Structure; gnt • ��ilding Mark on Specimen #1 #2 #3 #4-Ho1d Laboratory Number 254 .255 . 256 257 Age Tested gays 6 Area, Square lnchee 28.27 ultimate Load,younds 80000 Pounds Per S'q.1nch 282.9 Speoified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: PR955 , Supplier: -Pre Mixed Concrete Trudk Number: 183 3000' Date Made: 5-28-69 Admixture Used: 3 LAA POZZ Slump: 411 Ticket Number: 6499 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report TO: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By Edmund Bell SOIL AND MATERIAL TESTING IABOEATORY OF NO!iTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia • 92025 746-2333 aPURT OF COMPRESSION TESTS Job N0- 69-24 bate June 2, 1969 S,ob J. C. Penney 'Co.., In-c. Address 2-555 E1 Camino Real Owner : J. C. Penney Co., Inc. Architect : Krumm & .Sorenson RECEIVED Engineer : Brandow & Johnson Contractor: Millie & Severson 4N 4 19 - Location in Structure: Upper Level Slap @ -J-3 ^ Marx on Specimen #1 #2 #3 HoRill ing Department Laboratory Number 167 168 169 Age Tested Days 7 28 Area, Square Inches" 28.27 28.27 Ultimate Load,Pounds 63-500 101000 Pounds Per S'q.lnch 2246 3572 Specified Strength: 3000 Date Made: 5-5-69 k i, Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ-. - Source of Sand: Capistrano L. G. K, 't Source of Rook: Capistrano L. G. x Mix Proportions or Number: 68-36-.11. Slump: N . S . Supplier: Pre Mixed Concrete Truck_ Number: N . R . Ticket Number: N . ' R . p[4; 1. Temperature of Air: Temperature of Mixture.: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson. Millie & Severson Eugene Carroll City of Carlsbad. Bldg. Dept. By • . ' :�mund Bell �� t S SOIL AND YILTERIAL TESTING LA.BOlukTORY OF NORTH COUNTY, INC. 423 'rule Avenue, Escondido, Ualifornia 92025 746-2333 REPORT OF COMPRESSIONS .TESTS - Job 1vo. 69-24 j?je y 29, 1969- Job : J. C. Penney Co., Inc. Vt Address : 2555 El Camino Real JUN 1969 Owner J. C. Penney Co., Inc. .3 Architect Krumm & Sorenson CITY OF CgRLB,gp Engineer Brandow & Johnson Building Department Contractor: Millie & Severson Location in Structure; Upper Level Slab at J-6 mark on Specimen #1 #2 #3 Hold #4 Laboratory ivumber 163 1-64 165 166 Age Tested liays 7 28 19 19 Areal Square Inches 28.27 28.27 28.27 28.27 Ultimate Load,Younds 91000 .133000 117500 126000 Poi nd far S'g4l zdh 3218 4704 4156 - -- 4457_-- Specified Strength: 3000 Date Made: 5-1-69 Drand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L. G.. Source of Rock: Capistrano-L. G. Mix Proportions or Number: PR 955 -Slump: 4" Supplier: Pre Mixed Concrete Truck Number: 176 Ticket Number: 75367 Temperature, of Air: Temperature of 1Aixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson •Brandow &,Johnson Millie & Severson Eugene Carroll City of Carlsbad -Bldg.-Dept, , ' a .._ - Edmund Bell t� s SOIL AND P&TERIAL TESTING LABO EATORY OF NORTH COUNTY, INC. 423 tale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF •COMPRESSION, TESTS Job i\lo. 69-24 JL Job : J.C. Penney Co., Inc. Address : 2555 E1 Camino Real 3 1969 Owner J. C. Penney Co., Inc. JUN Architect Krumm & Sorenson QF GAR�SB-D Engineer Brandow & Johnson C- y arfintenfi Contractor: Millie & Sevearson Building Dep Location in -Structure; Upper Level Slab @ B-2 3969 Mark on 6pecimen #1 #2 #3 Hold #4 Hold Laboratory Number 234 235 236 237 Age Tested gays 6 Area, Square Inches 28.27 Ultimate Load,Younds 74000 Pounds Per S'q.inch 2617 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. -G. Source of Rock: Capistrano. L. G. Mix Proportions or Number: PR 955 Supplier: Pre Mix-ed Concrete Truck Number: 176 Temperature of Air: Date Made: 5-23-69 Admixture Used: 3 LAA POZZ- Slump: 4 ►► Ticket Number: 6378 Temperature of Mixture: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept.. B� Edmund Bell SOIL AND MATERIxL TESTING IABOFATORY OF NORTH COUNTY, INC. 423 'hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job No. 69-24 Date June 2, 1969 Job J. C. Penney Co., Inc. R E C Ej I V E Address : 2555 E1 Camino Real Owner J. C. Penney Co., Inc. Architect : Krumm & Sorenson • JUN 3 1969 Engineer : Brandow & Johnson CITY OF CARLSBAD Contractor: Millie & Severson Building Department Location in Structure; Upper Level Panel No. 12" Mark on 6pecimen -�-- #5 #6 47 Hold Laboratory Number 238 239 240 Age Tested Days 7 Area, Square Inches 28.27 Ultimate Load,Younds 770-00 Pounds Per Sq.Inch 2723 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source Of Rook: Capi"strano L. G. Mix Proportions or Number: " 69-43 Supplier: Pre Mixed Concrete Truck N-umber: 150 Temperature of Air: 3000 Date Made: 5-23-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 6376 Temperature of Mixture: Sipeoimens Made By: Gene Carroll Type Of Specimen: Co.ncrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bld.g..De-pt. By,,,..���������--�__ Edmund Bell • • SPIL AND' MkTERIAL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 746-2333 aPURT OF COMPRESSION TESTS Job No. 69-24 Job : J. C. Penney Company, Inc. Address : 2555 E1 Camino Reai Owner J. C. Penney C-ompany,,Inc. Architect Krumm & Sorenson Engineer : Brandow &Johnson 'Contractor: Millie & Sorenson -Location in Structure: Pre Cast Tee No. 4 92025 -Date may 27, 19.69 Mark on 6pecimen #1 #2 #3 Hold Laboratory Number 160 161 162 Age Tested Lays 7 28 Area, Square Inches 28.27 28.27 Ultimate Load,Younds 75000 117000 Pounds Per S'q.lnch 2652 413E Specified Strength: N. R. ; Date Made: 4-29-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source Of Sand: Capistrano L. G. Source of Rock: Capistrano L. G., Mix Proportions or Number: 69-43 'Slump: 4 Supplier: Pre Mixed Concrete, . , . Truck Number:- 148 Ticket Number: 75318 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete r Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll gy__� City of Carlsbad Bldg. Dept. Edmund Bell t i `"t,,, Q H " f t�}, LL I - � � Y 0�6 �� 1� I G, Rh- ? T�R-i RR._-3fie.--I a Y55, OC) -"N14W 0 0,Do CPA',, A©o 0 7 W c"DaA C""��% L't � v -4:5. o c� 0 fCIAAA ' •_ �� A tx -v, I �ap AL .7EP SOIL AND 14ATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 ItEPURT OF COMPRESSION TESTS ,Tob No. 69-24 llate may 21, 1969 Jo-b : J. C. Penney Co., Inc. it E E1'V C V D Address 2555 El Camino Real Owner J. C. Penney Co., Inc. 6 �ggg MAY Architect : Krumm & Sorenson Engineer Brandow & Johnson CITY OF Gp��SBAD Contractor: Millie & Severson ing Department Building Location in Structure: Upper Level Slab C F.2. ,dark on Specimen #4 #5 46 Hold Laborat-ory Number 198 199 200 Age Tested gays 7 9 Area, Square Inches 28.27 28.27 Ultimate Load,Younds 56000 59000 Pounds Per S'q.lnch 1980 2087 Zpecified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 68=32-11 Supplier: Pre mixed Concrete Truck Number: 147 Temperature of Air: Date Made:, 5-12-69. Admixture Used: 8 AA POZZ Slump: 41 Ticket Number: 75581 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Bran-dow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell 0 0 - SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Esc-ondido, Ualifornia 92025 746-2333 .hEPORT OF COMPRESSION TESTS Job i\1 o. 69-24 Date May 229 1969 Job J. C. Penney Co.., Inc. Address 2555 El Camino Real Owner J. C. Penney Co., Inc. Architect Krumm & Sorenson Engineer Brandow & Johnson Contractor: Millie & Severson Location in Structure: Pre Cast Tee No.- 12 ma:rx on 6pecimen # 1 #2 #3 Hold Laboratory Number 153 15-4 155 Age Tested Days 7 28 Area, Square Inches 28.27 2,8.27 ultimate Load,Founds 680.00 106000 If Pounds Per Sq.inch 2405 3749 - I ................. 5pacified Strength: 3000 Brand of Cement Used: C-olton Source of Sand: Cap-istrano L. G. Source of, Rock:. Capistrano L. G. Mix Proportions or Number: 69-43•fflodifie-d Supplier: Pre Mixed Concrete Truck Number: 176 Temperature of Air: Date Made:. 4-24-69 ' Admixture Used: N. R. Slump: 4 11 Ticket Number: 75207 Temperature of Mixture: Specimens Made By: Gene Carroll.- Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Sever -son Eugene Carroll City of Carlsbad Bldg De-pt. B Edmund Bell 0 SOIL AND YILTERIAL TESTI�1� G LiLLBOR&TORY OF NORTH COUNTYINC . 423 dale Avenue, Escondido, Ualif'ornia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job No. 69-24 Date May 22, 1969 Job J. C. Penney Co., Inc. Address 2555 El Camino Real Omer : J. C. Penney Co., Inc. Architect Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure y Upper Level Panel No. 19 Mark on Specimen #1 #2 #3 Hold Laboratory Number 213 214 215 Age Tested gays 7 Area, Square Inches 28.27 ultimate Load,.Pounds 58000 Pounds Per S'q.lnch 20.51 5pecified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. '\Aix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: N . R . Temperature of Air: Date Made: 5-15-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: N . R . Temperature of lAixture: Specimens 14ade By,* Gene Carroll Type of Specimen: Concrete Report; To: Krumm & Sorenson Brand -ow & Johnson Millie & Severson Eugene Carroll City of Carlsbad.B-ldg. Dept. Edmund Bell I SOIL AND YLLTERIAL TESTMG IABOEATORY OF NORTH COUNTY, INC. 423 gale Avenue, Escondido, ualifornia 92025 746-2333 . ttEPURT OF COMPRESSION TESTS J-ob No. 69-24 Date may 22, 1969 Job : J. C. Penney Co., Inc. Address 2555 El Camino Real Owner : J. C. Pe.nney Co., Inc. Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor:. Millie & Severson Location in Structure: Upper Level Slab C N-2 Niark on Specimen #1 #2 #3 Hold a Laboratory iv umber 210 211 212 Age Tested llays 7 26 i Area, ,Square Inches 28.27 ultimate Load,�oand s 64000 Pounds Per S'gminch 2263 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 68-32-11 Supplier: Pre mixed Concrete Truck Number: N . R . Temperature of Air: Date Made: 5-14-69 Admixture Used: 8 AA POZZ Slump: 4" Ticket Number: N . R . Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson" Millie & Severson Eugene Carroll =. of Carlsbad .Bldg. Dept. Edmund Bell Y. - ,�{'a , ,-; •ff .'! - Wit,•' i_ F: Y';' t. i M :t y 1` ;W '' 140 T � V, I 0% Q NIT : -1 * '`ri - - 0 'Ink - '1. " i `i' ' W f t G .. „ r.-'•'" _ •'A :', _ - - _ -f_ -;b a" - _ Su+:i,i' Fes.,' .t•.,.,w11,, :..r.".., ..ti-l' 1 - - v.y - - "`'r'+- Pf ;'it. �' ", '" , 0I �Kj O' A �'M , , N ' S'1. - t p` A _� ,{- E 200: I venue: �; r 1 ro= A _ :• - �: • '���E'1 - ','� •, •' t ^i. iF Y-: "' {, _ _ AM, :( �� •Y 'QC�Itf afal'920:. `t �t 08; , - _ gyp• - .. - -_ ',ai •._:,� d! f: =7 oil,. ." '•'y z: dL t' .�' 'Y 1. aA- - f - - "t.-a''. o §„ _ !'! t J.' : ,+SLY ::t . •icy - :4ti1. •d _- F. 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' J _' y. ; - -,oft' » t4 '`1" Yap. , - _ _ 1. _ ;_ to �& � ,> ; .. - _ - ,, _ _J�t" >z, . t,. 0 s SOIL AND MATERIaL TI STING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS' Job N!o. 69-24 Date may 20, 1969 J'ob J. C. Penney Co., Inc. Address 2555 E1 Camino Real Owner J. C. Penney Co. Inc. Architect : Krumm & Sorenson R C. Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure; Upper Level Slab ® F.2 ry of Marx on 5pe c imen #4 #5 #6 °H o 1 d Laboratory Number 198 199 200 Age Tested liays 7 Area, 'Square inches 28.27 Ultimate Load,'Younds 56000 Pounds Per S'q.lnch 1980. Specified. Strength: 3000 Date Made: 5-12-69 Brand of Cement Used: Colton Admixture Used:- 8.AA Pozz Source of Sand: Capistrano L. G. Source of kook: Capistrano L. G. Mix_ Proportions or Number: 6.8-32-11 _ Slump: 42" Supplier: Pre mixed Concrete Truck Number: 147 Ticket Number: 75581 Temperature of Air: Temperature of Mixture: Specimens Made By; Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson, Eugene Carroll City of Carlsbad -Bldg. Dept. By • Edmund Bell SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job N0. 69-24 Date ma_y 20, 1969 Job : J. C. Penney Co, Inc. Address : 2555 El Camino Real Owner. : J. C. Penney Co. Inc. j Architect : Krumm & Sorenson L Engineer : Brandow & Johnson Contractor: Millie '& Severson M Location in Structure: Tilt U Wall Panel C B-1 To Stac LSD P P n�TY Of C.AR „+mP.nt Mark on Specimen #1 #2 #3.Hold Bui lding Laboratory Number 150 151 152 Age Tested gays 7 28 Area, Square inches 28.27 28.27• Ultimate Load,Pounds 93500 133500 Pounds Per S'q.lnch 3307 4722 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G, Source of Rock: Capistrano 'L.' G. Mix Proportions or Number: 69-43 Supplier: Pre .Mixed Concrete Truck Number: 148 Date Made:. 4-22-6.9 Admixture Used: 3 LAA POZZ' Slump: 4" Ticket Number: 75158 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete )Report 'To:' Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of 'Carlsbad Bldg. Dept. By Edmund Carroll �` SOIL AND MATERI.aL TESTING LABOPATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job No. 69-24 llate may 19, 1969 Job : J. C. Penney Co., Inc: -Address 2555 E1 Camino Real Owner Architect : Krumm & Sorenson Engineer : Brandow & Johnson Contractor: Millie & Severson Location in Structure: S. W. Corner Stock Room T.B.A. 5 Ft. Above Lower Level Mark on Specimen #1 #2 #3 Hold Laboratory ,N umber 143 144 145 Age Tested gays 7 28 jCEIVEAD Area, Square Inches 3.14 3.14 aY 221969 Ultimate Load, -Founds 7100 88g9D of C,gRI.S AD Per Sqln , 2262 - 2800 j--- uHg iPou�ds -- Zpeoi:fted Strength: 2000 Brand of Cement Used: Colton Source of Sand: Sorrento Sand Company Source of Rock: Date Made:• 4-21-69 Admixture Used: Mix Proportions or Number: mortar 1 Cement Slump: 2-3/4 Sand i Lime Supplier:, Truck Numbe r: Temperature of Air: T4ket Number: Temperature of Mixture: S,peaimens Made By: Gene Carroll Type of Specimen: mortar Aeport To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of,Carlsbad Bldg. Dept. _By Edmund Bell SOIL_ AND ILkTERIaL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 92025 74612333 aPURT OF COMPRESSION TESTS, Job 1\o. 69-24 Date may 20, 1969 Job : J. C. Penney Co. Inc. E IV ED Address 2555 E1 Camino RealE �('� + Owner : J. C. Penney Co. Inc. 221969 Architect : Krumm & Sorenson Engineer Brandow & Johnson C y QF CARLSBAD Contractor: Millie & Severso-n guiding Department Location in Structure; Pre Cast Tee No ? Mark on 6pecimen #4 #1 #2 #3 Hold Laboratory Number 148 140 141 Age Tested Uays 4 7 28 Area, Square inches 28.27 28.27 28..27 Ultimate Load,Pounds 61000 76000. 109500 . Pounds Per S•q.lnch j 2157 2688 3873 Specified St-rength: 2500 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G. ,Mix Proportions or Number: 69-43 Supplier: Pre Mixed, Concrete',.. Truck Number: 176 Temperature of Air: -3uuu Date- ,Aade: 4-2f-69 Admixture Used: 3'' LAA POZZ . Slump: 4►► Ticket Number: 75136 Temperature of Mixture Specimens Made -By: Gene Carroll Type of Specimen: Concrete Report To': Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad_ Bldg. Dept'@ By, Edmund Be. 1 t � t + i i S i SOIL AND MA.TERIxL TESTING LABORATORY OF NORTH COUNTY, INC . 423 hale Avenue, Escondido, California 92025 746-2333 aPURT OF COMPRESSION TESTS Sob No. 69-24 ' Date, may 20, 1969 Job J. C. Penney Co., Inc., Address 2555 E1 Camino Real R E C E I v E D Owner J. C. Penney Co., Inc. Architect : Krumm &. Sorenson MAY 22 1969 Engineer : Brandow & Johnson Contractor: Millie- & Severson CITY_ OF CARLSBAD DepErtiliellt Location in Structure: Upper -Wall Panel No. 21 building Mark on Specimen #1 #2 #3 Hold Laboratory Number 201 202 203 Age Tested .liays 7 Area, .Square Inches 28.27 ultimate Load.,Pounds 87000 founds Per S'q.Inch 3077 Specified Strength: 3000 Date Made: 5-13-69 Brand of Cement Used: Colton Admixture Used: N. R. Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G.'.' Mix Proportions or Number: 69=43 -Slump: 4" Supplier:- Pre mixed Concrete_ Truck Number: 187 Ticket Number: N . R . Temperature of Air: Temperature of Mixture: Specimens Made'By: Gene Carroll Type of Specimen: Concrete Report TO: Krumm & Sorenson Brandow & Johnson' Millie & S-everson Eugene Carroll ,�-- City of •Carlsbad Bldg. Dept. By— Edmund bell. SOIL AND 14ATERIAL 'TESTING IABOMTORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746-23.33 aPURT OF COMPRESSION TESTS Sob N o. 69-24 bate may 20, 1969 Tob : J. C..Penney Co., Inc. Address : 2555 E1 Ca-mino Real Owner ; J. C: Penney Co., Inc. Architect : Krumm & Sorenson �1 I V E D Engineer : Brandow & Johnson . Contractor: Millie & Severson AY 221969 � Location in Structure: Upper Wall Panel No. 24 _ Marx on Specimen #1 #2 #3 Hol Building pepartme t Laboratory Number 195 196 197 Age Tested gays 7 28 Area, Square Inches 28.27 ultimate Load,Younds 70000 Pounds Per Sq.inch 2476 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano Source Of Rook: Capistrano .L.•:G. Mix Proportions or Number: 69=43 Date Made: 5-12-69 Admixture 'Used:- 3 LAA POZZ Slump: 411 Supplier: Pre Mixed Concrete: Truck Number: N . R . Ticket Number: N . R . Temperature of Air: Temperature of Mixture Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johns -on Millie & Severso-n Eugene Carroll City of Carlsbad Bldg. Dept,- Bye Edmund Bell 0 0 SOIL AND 14ATERIAL TESTING LABO EATORY OF NORTH COUNTY,, INC . 423 Hale Avenue, Escondido, U&lifornia 92025 746-23,33 aPURT OF C-OMPRESSION TESTS Job No. . 69-24- Date may 16, 1969 Job : J. C. Penney Co.-, Inc. Address : 2555 E1 Camino Real Inc. RECEIVED' Owner : J. C. Penney Co., Architect : Krumm & Sorenson Engineer : Brandow & Johnson MAY 211969 Contractor: Millie & Severson Location in Structure; Lower Slab ® C.5-8 Building Department Mark on 6pecimen #1 #2 #3 Hold Laboratory Number 128 129 130 Age Tested llays 5 28 Area, Square Inches* 28.27 28.27 Ultimate Load,Younds 70000 123500 Pounds Per S'q.lnch 2476 4368 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of .kook: Capistrano L.G. Mix Proportions or- Number: 69-43' Supplier: Pre Mixed Concrete Truck Number: 146 Temperature of Air: Date Made: 4-18-69 Admixture Used: 3 LAA POZZ 0 Slump: 4" Ticket Number: 75075 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To., Krumm &-Sorenson Brandow & Johnson Millie & Severson, Eugene Carroll City of Carlsbad Bldg. bept. gy Edmund Bell SOIL AND WLTERIAL TESTING LABO EATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, ualifornia 92025 746-2333 a- PORT OF COMPRESSION TESTS Job No. 69-24 late may 16, 1969 d'ob : J . C . Penney Address : 2555 E1 Camino Real (�' ITT d� ID Owner : J. C. Penne,y, Inc. �-+ Architect : Krumm & Sorenson 2 �96g Engineer : Brandow & Johnson MAY Contractor: Millie & Severson ,r,eRI fiBAD Location in Structure ; Pre C.a s t- N o . 19 gu��ding Departmen Mark on specimen #1 #2 #3 Hol Laboratory Number 123 124 125 Age Tested gays 7 28 Area, Square inches 28.27 28.27 ultimate Load,.Pounds 78500 116000 Pounds Per Sq.lnch 2776 .4103 Specified Strength: 3 0'0 0 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rook: Capistrano L. G., Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 179 Date Made: 4-17-69 Admixture Used: 3.--LAA POZZ Slump: 4" Ticket Number: 75026 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll. City of Carlsbad 81-dg. Dept, Byi'' • Edmun-d Bell f y r SOIL AND MkTERIAL TESTING LABO,MTORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, 'Ualifornia 92025 746-2333 xEPORT OF COMPRESSION 'TESTS Job NO. 69-24 Date may 14, 1969 Job J. C. Penny Company, Inc. Address 2555 E1 Camino Real Owner CEIVED J. C, Penny Company,'- Inc. Architect : �� Krumm & Sorenson Engineer : Brandow & Johnson' MAC 21 1969 Contractor: Millie & Severson Location in Structure: pre Cast Tee No'. 21 CITY OF CA nPnartment Mark on Specimen #1 #2. #3 Hold Laboratory Number 120 121 122 Age Tested liays 7 28 Area, Square Inches 28.27 28.27 Ultimate Load,Pounds 74500 11800 Pounds Per Sq.Inch 2635 4174 Specified Strength: 3000 Brand of Cement Used: Colton. Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G': Mix Proportions or Number: 69-43` t Supplier: Pre Mixed Concrete.. .. Truck Number: 146 Date Made: 4-19-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 76001 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: C.ity of Carlsbad Bldg. Dept. Krumm & .Sorenson Brandow & Johnson Millie & Severson Eug-ene Ca.rroll _ By- Edmund Bell SOIL AND MATERIAL TESTING LABOR&TORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION ' TESTS Job ivo. 69-24 Date may 16, 1969 Job J. C. Penney Co., Inc. Address :.2555 E1 Camino Real Owner : J. C. Penney Co., Inc. Architect : Krumm & Sorenson j� Engineer : Brandow & Johnson RECEIVED Contractor: Millie & Severson 2� 196g Location in Structure: Upper level Slab CIF-5 A r% Mark on Specimen #1 #2 #3 . Ho Wild ra �rphent n Laboratory iv=umber 191 192- 193 194. Age Tested gays 7 Area, Square Inches 28.27 . Ultimate Load,Younds 63000 Pounds Per Sq.lnch 2228 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 68-32-lj Supplier: Pre Mixed Con -crate Truck Number: 167 Temperature of Air: Date Made: 5-8-69' Admixture Used: 8 AA. Pozz Slump: 4" Ticket Number: 75509 Temperature of Mixture.: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To,. Krumm & Sorenson Brandow & Johnson, Millie & Seve-rson Eugene.Carroll �..� City of Carlsbad Bldg. Dept. By Edmund Bell 0 9 SOIL AND MiLTERI&L TESTING IABOEATORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifo"rnia 92025 746-2333 aPURT OF COMPRESSION "TESTS Job No. 69-24 Date may 16, 1969 Job : J. C. Penney Co. Inc. E D Address : 2555 El Camino Real PVE Owner J. C. Penney Co., Inc. Architect Krumm & Sorenson MAY 2� 1969 Engineer : -Brandow & Johnson Contractor: Millie & Severson CITY OV uC par m6AD Location in Structure: Tilt Up Panel 1 Line Between 11A.5" & "B" Lin'e '• Mark on specimen #7 #8. #9�.Hold Laboratory ivumber 1.31 1.32 133 Age Tested liays 7 •28, Area, Square Inches 28:27 28.27 ultimate Load,Younds 93000 137000 founds Per Sq.Inch 3285 4846 Specified Strength: 3000 Date Made: 4-18-69 Brand of Cement .Used: Colton Admixture Used: 3" L.AA POZZ Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G. Mix Proportions or Number: 69-43 ; - Slump: 2" Supplier: Pre Mixed Concrete Truck Number: N.R. Ticket Number: N.R. Temperature. of Air: Temperature of Mixture Speoimens Made By: Gene Carroll, Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson" Millie & Severson Eugene Carroll City of Carlsbad , 81.dg. Dept.. ByG Ed d B 11 mun e 0 W SOIL AND M&TERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, ualifornia 746-2333 . aPURT OF COMPRESSION TESTS Job No. 69-24 92025, Date may 20, 1969 Job : J. C. Penney Co, Inc. Address 2555 E1 Camino Real RECEIVED Owner ; J. C. Penney Co., Inc. Architect Krumm & Sorenson MAY 211969 Engineer Brandow & Johnson Contractor: Millie & Severson CITY OF CARLSBAD Location in Structure: Upper Level Slab at J-6 mark on Specimen #1 #2 #3 #4. Laboratory Number 163 16-4 165 166 Age Tested Uays 7 26 19 19 Area, Square Inches 28.27 - 28.27 28.27 ultimate Load,Younds 91000 117500. 12600.0 Pounds Per S'q.lnch 3218 4156 4457 Bpccif ied Strength:' 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rook: Capistrano L. G. Mix Proportions or Number: PR 955 Supplier: Pre Mixed Concret.e Truck Number: 176 Date Made: 5-1-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 75367 Temperature of Air: Temperature of Mixture; Specimens Made By: Gene Carroll Type -of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll - ' City of Carlsbad Bldg. D-ept.. BY Edmund Bell SOIL AND MATERIAL TESTING LABO MTORY OF NORTH COUNTY,. INC. 423 bale Avenue, E.sc-ondido; Ualifornia 746—.2333 xEPURT OF COMPRESSIO14 TESTS 92025 Job N o. 69-24 Date may 13, 1969 Sob :. J. C. Pen.ney Co. Inc-. Address 2555 E1 Camino Real Owner ; J. C. Pe.nney Co, Inc. RECEIVED Architect : Krumm & Sorenson - Engineer Brandow &. Johnson MAY 1 C 1969 Contractor: Millie & Severson Location in Structure; Pre Cast Tee No. .28 Building Department Mark on specimen #1 #2 #3 Hold Laboratory Number 114 115 116 Age Tested gays 7 28 Area, Square Inches 28.27 28.27 Ultimate Load,Younds 8500 128000 Pounds Per S'q.inch 3006 4227 Specified Strength: 30-00 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69—.4`3 Supplier: Pre Mixed Concrete Truck Number: 187 Temperature of Air: Date Made: 4-11=69 Admixture Used: 3 LAA POZZ Slump: 3" Ticket Number: 74853 Temperature of lAixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Jo-hnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By r-�^✓/ Edmund Bell SOIL AND MATERIAL TESTING LABOPiTORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS, Job 1\o, 69-24 bate may 13, 1969 Job J. C. Penney Co. Inc. Address 2555 E1 Camino Real Owner J. C. Penney Co. Inc. Architect Krumm & Sore-nson RECEIVED Engineer Brandow & Johnson ,��69 Contractor: Millie & Severson MAY 16 Location in Structure ; Lower Wall Pan -el @ A-3 CITY OF CARLSBAD Mark on 6pecimen #1 #2 #3 Holpic In Laboratory Number 117 118 119 Age Tested Days .7 28 Area, Square Inches 28.27 28.27 ultimate Load,.Younds 70500 109000 Pounds Per Sq.lnch 2493' 38-55 , Speoified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source Of kook: Capistrano L... G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 188 Temperature of Air: Date Made: 4-14-69 Admixture Used: 3 LAA POZZ Slump: N. R. Ticket Number: 74903 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brando-w & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept: Edmund Bell SOIL AND WLTERIAL TESTING LABOIATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 EEPORT OF COMPRESSION TESTS Sob i\1o. 69-24 Date 5-13-69 Job J. C. Pen-ne-y Co. Inc. Address : 2555 E1 Camino Real Owner J. C. Penney Co. Inc. Architect Krumm & Sorenson RECEIVED Engineer Brandow & Johnson Contractor: Millie & SeversonMAY 16 1969 Location in Structure: • Upper Level Sl.a-b @ J-3 Mark on 5pe c imen #1 #2 #3 H o �" ' 9ildi ' `'n'"`"'�'' g Department ` Laboratory Number 167 1-68 169 Age Tested Uays 7 Area, Square inches 28.27 Ultimate Load,Younds 639500 Pounds Per Sq.inch 2246' Specified Strength:- 3000 Brand of Cement Used: Colton Source of Sand: Source of -Rock: Capistrano L. G. Capistrano L. G. Mix Proportions or Number: 68-36-11, Supplier: Pre Mixed Concrete . Truck Number:. N.R. Temperature of Air: Date Made: 5-5-69 Admixture Used: 3 LAA POZZ Slump: N.R. Ticket Number: N.R. Temperature of lAixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. By-:'�,�r�j Edmund Bell SOIL AND M&TERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 jaPuRT OF COMPRESSION TESTS Date Job No. 69-24 JobJ.* C. Penney RECEIVED. Address 2555 El Camino Real Owner J. C. Penney 'Co. , Inc. MAY 12 1969 Architect Krumm & Sorenson Engineer Brandow & Johnson CITY OF CARLSBAIJ. Contractor: Millie & Severs -on Building Departinent, Location in Structure: Lower Level Column 1-D Mark on Specimen #1 #2 #3 Hold Laboratory Number 104 105 Age Tested Days 7 28 Area, Square Inches 28.27- 28.27 Ultimate Load?Pounds 67500 1090.00 Pounds Per Sq.Inch 2387 3855. '5p�eified Strength; 3 0 Q'Q Date Made; 4-8-69 Brand of Cement Used: Colton Admixture Used,: 3 LAA POZZ Source of Sand: Capistrano L.G.�� Source of Rock: Capistrano Mix Proportions or Number: 6-9-43Slump: 4"" Supplier: Pre Mixed Concre,t,a'.,,, Truck Number: 179 Ticket Numb'er: 74773 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To, Krumm & Sorenson Brandow & Joh-nson' Millie & Severson Eugene Carroll 7 City of Carl.sbad., Bldg.- Depto' BY, <-- Edmund Bell SOIL AND MkTERIAL TESTING LABO BATORY OF NORTH COUNTY, INC . 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Sob N o. 6-9-24 Date 5-2-69 Job J. C. Penney Address 2555 El Camino'Real Owner RECEIVED . J. C. Penney 'Co.- Inc. Arc-hitect Krumm & Sorenson 121969 Engineer MAY Brandow & Johnson Contractor: Millie & Severso"n ray of CARLSBAD Location in Structure: Pre .Cast. Panel ® A-7 Building Department mark on Specimen #1 #2 #3 Hold Laboratory Number 157 Age Tested gays 7 Area, Square inches 28.27 Ultimate Load,You-nds 1D0000 Pounds Per �3q,-lnoh . 3537 sp6oified Strength. 3000 Brand of Cement Used: Colton Date Made: 4-25-69 Admixture Used:. 3 LAA POZZ Source of Sand: Capistrano L.G. Source of Rock: Capistrano L..G..:. Mix Proportions or Number: 69=4;3 Slump: 4" Supplier: Pre Mixed Conc,r:ete. Truck Number: 155 Temperature of Air: Ticket Number: 75259 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concfete Report To: Krumm & Sorenson Brandow & Joh"nson• Millie & Severson, Eugene Carroll City of -Carl sbad,;'_`Bldg,. Dept-.. Edmund Bell ' i SOIL AND MATERIaL TESTING LABORATORY OF NORTH COUNTY, 1NC . 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 hEPURT OF COMPriESSION TESTS Job No. 69-24 bate 5-2-69 Job : J. C. Penney Address : 2555 E1 Camino Real Owner : J. C. Penney Co.,. Inc. RECEIVED Architect :.Krumm & Sorenson Engineer : Brandow & Johnson MAY 12 1969 Contractor: Millie & Severson CITY OF Location in Structure: Lower Level Column 1—E CARLSBAD Building_ Department Marls on Specimen #1 #2 #3 Hold Laboratory N-umber 101 102 Age Tested gays 7 28 Area, Square Inches 28.27 28.27 Ultimate Load,Younds 83500 •122000 Pounds Per S'g4ln' ch 2953 4315 Specified Strength: 3000 Date Made': 4-4-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L.. G. Source of Rock: Capistrano , L,.:.G,i p . 69 `��+3: Mix Pro ortions or Number. Slump: 4 11 Supplier: Pre Mixed Concrete r Truck Number: R-2 Ticket Number: 74731 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm :,& Sorenson Brandow & Johnson Millie & Severson-,, Eugene Carroll.' B City..of.Carlsbad; 81dg: Dept: B y �� ' """ Edmund Bell SOIL AND MATERIAL TESTING IABOEATORY OF NORTH COUNTY, INC.- ,423 bale Avenue, Escondido, Ualifornia 92025 74b-2333 xEPURT OF COMPRESSION TESTS lob N o. 69-24 bate 5-1-69' lob J. C. Penney RECEIVED Address : 2555 E1 Camino Real Owner : J. C. Penney Co., Inc. Architect : Krumm & Sorenson MAY 12 1969 Engineer Brandow & Johnson Contractor: Millie & Severson CITY OF CARLS13AD Location in Structure; Pre Cast Te-e No. 12 Mark on specimen #1 #2 #3 Hold' Laboratory Number 153 Age Tested gays 7 Area, Square Inches 28.27 ultimate Load,Pounds 68000 Pounds Per S'q.lnch 2405 Specified Strength: 3000 Date Made: 4-24-69 Brand of Cement Used: Colton Admixture Used: N.R. Source of Sand: Capistrano L. 'G. Source of Rook:Capistrano L. G., Mix Proportions or Number: 69,,43` Mo,dfied� � Slump: 4" Supplier: Pre Mixed Concrete v. Truck Number: 17-6 Ticket Number: 75207 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene�Carroll Type of Specimen: Concrete Report To: Krumm & Sore.nson Brandow & Johnson Millie & Severson Eugene Carroll,,.,.,,. City of Carlsbad,- Bldg -Dept. gym-. Edmund Bell SOIL AND MATERIAL TESTING LABOF;ATORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job NO- 69-24 Jute 5-6-69 Job J. C. Penney RECEIVED. - Address 2555 E1 Camino Real Owner J.' C. Penney, Co.., Inc i 2 Architect i MAY 1969 Krumm & Sorenson Engineer Bra•ndow & Johnson CITY OF CARLSBAD Contractor: Millie & Severson Building Department Location in Structure: pre Cast Tee No. 4 Mark on Specimen #1 #2 #3 Hold Laboratory Number 160 Age Tested gays 7 Area, Square Inches 28.27 Ultimate Load,.Pounds 75000 Pounds Per S'q.inch 2652 Specified Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rook:- Capistrano L.G. Mix Proportions or Number: 69-43,,' Supplier: Pre .Mix -ad .,C.b,n1cr.ete• Truck Number: 148 Date Made: 4-29-69 Admixture Used: 3 LAA POZZ 'Slump: 4" Ticket Number: 75318 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen'. Concrete Report To: Krumm & Sorenso-n'' Brand'ow & Johnson Millie & Severson Eugene Carroll.; Carlsbad City', Bldg. Dept. By-�. ' Edmund Bell t SOIL AND rJlt TERIxL TESTING LABO 11ATORY OF NORTH 'COUNTY, INC., 423 "riale Avenue, Escondido, ualifo'rnia 92025 746-2333 NEPURT OF COMPRESSION TESTS Job No. 69-24, bate 5-8-69 Job : J. C. Penney A%, • • u J" Address : 2555 E1 Camino Real 12 1969 Owner 11 J. C. Penney Co.,. Inc. . MAY Architect -Krumm & Sorenson CITY OF CARLSBAD Engineer : Bran-dow & Johnson Building Department Contractor: Millie & Severson Location in Structure: Pre Cast Tee No. 27 Mark on Specimen #1 #2 #3 Hold Laboratory Number, 107 108 Age Tested liays 7 28 Area, Square Inches 28.27 28.27 ultimate Load,Younds 69000 103000 Pounds Per Sq.lnch 2440 3643 Specified .Strength: 3000 Brand. -of Cement Used: Colton Date Made: 4-10-69 Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L. G. Source Of Rook: Capistrano".L. G. , Mix Proportions or Number: 69-43 Slump: 411- Supplier: Pre ,mixed,,.Concr-ete Truck Number: 157 ' Ticket Number: 74835. Temperature of Air: Temperature of Mixture: Speoimens.Made By3 Gene Carroll Type of Specimen: Concrete Report'To: Krumm & sorenson Brandow & Johnson Millie & Severson,' Eugene Carroll City, of Carlsbad,-'Bl.dg'. Dept.��—�-- .._.. _ Edmund Bell SOIL, AND MkTERIxL TESTING LA.BOEATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, Ualifornia 92025 746--2333 .hEPURT OF COMPRESSION TESTS Job No. 69-24 lute 5—�8T-69 YIN Job : J. C. Penney R E C E I i E 13 Address : 2555 El Camino Real Owner : J. C. Penney Co. , . Inc. � M-AY 12 1969 Architect : Krumm & Sorenson Engineer : Brandov & Johnson CITY OF CARLSBAD Contractor: Building Department Millie & Severson Location in Structure: Upper Level Slab at J-6 Mark on Specimen #1 #2 #3 Hold #4 'Hold Laboratory lvumber, , 163 Age Tested gays 7 Area, Square Inches 28.27 ultimate Load,Poands 910QO Pounds Per S'q.Inch 3218 'gyp®oified Strength: 3000 Date Made: 6-1-69 Brand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: PR 9.55 Slump: 4" Supplier: Pre Mixed Concrete Truck Number: 176 Ticket Number: 75367 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen. Concrete Deport To: Krumm & Sorenson Brandow & Johnson _ Millie & Severson Eugene Carroll, City of Carlsbad, Bldg. Dept. By, Edmund Bell SOIL AND MATERIAL TESTING L&BOEATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job No. 69-24 Date 5-1-69 Job : J. C. Penney. RECEIVED Address 2555 El C-amino Real Owner J. C. Penney Co. , Inc. M,AY 12 1969 Architect : Krumm & Sorenson • Engine-er : Brandow & Johnson CITY OF CARLSBAD Contractor: Millie & .Severson Building Department Location in structure: Footing A-8 Mark on Specimen #1 #2 #3 Hold Laboratory Number, 98 99 Age Tested liays 7 28 Area, Square inches 28.27 28.27 ultimate Load,Pounds 665Q0 128000 Pounds Per Sq.lnch 3059 4527 Z pdoified Strengt11: • 300Q Brand of Cement Used: Colton Date Made: 4-3--69 Admixt-ure Used -3 LAA POZZ Source of Sand; Capistrano L.G. Source of Rook: Capistrano L: G.. Mix Proportions or Number: 69-42 Slump: 3" Supplier: pre mixed Concrete Truck Number: 145 Ticket Number: 74680 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm &. Sorenson ,, Brandow & Johnxon••- • Millie & Severson. — Eugene. Carroll Edmund Bell •Cit�of Carl,sbad•, Bldg; Dept: y 0 . SOIL AND Mh.TERIAL TESTING LABOIsATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia .746-2333 aPURT OF COMPRESSION TESTS Job No. 92025 e U7-L Job : J.C. Penney Address : 2555 E1 Camino Real MAY 7 1969 Owner ; J.C. Penney Co. Inc,. Architect : Krumm & Sorenson ". CITY 4F.CARLSBAta, Engineer Brandow & Johnson Building Departmt, COritractor-: Millie & Severson Location in Structure: pre Cast Tee- :Nlc , Mark on Specimen #1 #2 #3H-old Laboratory ivumber 148 140 Age Tested Lays 4 -'71 Area, Square Inches 28.27 28.27 ultimate Load,Pounds 61000 76000 Pounds Per Sq.lnch 2157 2688 Specified Strength: 2500 Drand of Cement Used: Colton Source of Sand: Source of Rook: Capistrano L.G. Capistrano L.G. Mix Proportions or Number: 69=43 Supplier: Pre Mixed Concrete Truck Number: 176 Temperature of Air: 3000 Date Made: 4-21-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number:, 75136 Temperature of Mixture: Specimens Made By: Gene Carroll Type .of Specimen: Conc'ret_e Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell SOIL AND M&TERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 dale Avenue, Escondido, ualifornia 92025 .746-2333 aPURT OF COMPRESSION TESTS Job No. 69-24 Date 4-229-69 Job J.C. Penney RECEIVED Address : 2555 E1 Camino Real Owner : J.C' Penney Co. Inc,. MAY 7 1969 Architect Krumm & Sorenson Engineer Brandow & Johnson CITY OF CARLSBAD Contractor. • Millie & Severson Building Department Location in Structure: Tilt Up Wall Panel ® B-1 To-p Stack Mark on Specimen #1 #2 #3 Laboratory N umbe r 150 151 Age Tested liays 7 Area, Square inches 28.27 Ultimate Load,Younds 93500 Pounds Per Sq.lnch 3307 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Source of Rook: Capist-rano L.G. Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 148 Temperature of Air: Date Made: 4-22-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 75158 Temperature of, mixture: Specimens Made By: Gene Carroll Type of Spe-cimen: Concrete Report To: Krumm & Sorenson Brandow & Johns -on Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell SOIL AND MATERIAL TESTING LABOBATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, valifornia 92025 746-2333 tiEPORT OF COMPRESSION TESTS J'ob too. 69-24 Date 4-29-69 Job : J.C. Penney Address 2555 E1 Camino Real EI C E T Owner J.C. Penney Co. Inc,. VED Architect Krumm & Sorenson MAY 71969 Engineer Brandow & Johnson Contractor: Millie & Severson eirY of r_,��f Location in Structure: Lower Level Column 1—N MiTdin g Mark on Specimen #1. #2 #3 Hold Laboratory Number 92 93 Age Tested gays 7 28 Area, Square inches 28.27 28.2.7 Ultimate Load,Younds 64500 94500 Pounds Per S'q.lnch 2281 3342 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Source of kook: Capistrano L.G: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 149 Temperature of Air: Date Made: 4-1-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 74625 Temperature of lhixture: Speoimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & John -son Millie & Severson Eugene Carroll City of Carlsbad Bldg'. Dept. • Edmund Bell 0 0 SOIL AND MATERI&L TESTING LABORATORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 ,hEPURT OF COMPRESSION TESTS Job no. 69-24 llate - Job ; J.C. Penney J.C. Address 2555 E1 Camino Real RECEIVED Owner J.C. Penn-ey Co. Inc., Architect Krumm & Sorenson Engineer : Brandow & Johnson MAY- 7 1969 Contractor: Millie & Severson Location in Structure; Passenger Elevator ,Pit Building Depail,,_,, Mark on Specimen #1 #2 #3 Hold Laboratory Number 95 96 Age Tested nays .7 28 Area, Square Inches 28.27 28.27 Ultimate Load,.Younds 96500 149000 Pounds Per Sq.Inch 3484 5270 Specified Strength: 3000 Date. Made: 4-2-69 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. a Source of kook: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 145 Temperature of Air: N R Admixture Used: 3 LAA POZZ 0 Slump: 3" Ticket Number: 74653 Temperature of Mixture: NR Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City,of Carlsbad Bld-g. Dept. By�u--��-�_. Edmund Bell SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido, ualifornia 92025 746-2333 aPORT OF COMPRESSION TESTS Job N o. 6 -24 I)ate _ -6 Job J.C. Penney RECEIVED Address : 2555 El,Camino Real 1, "''`'�' C E I VE D Owner ; J.C. Penney Co. Architect : Krumm & Sorenson MAY 7 1969 Engineer : Brandow & Jo-hnson CITY Contractor: Millie & Severson Q;OF CARLSBAD ,,,,41-- M Location in Structure: "P" Line Walls @ 3.7 1OFT. Elev. MORTAR Mark on Specimen #1 #2 #3 Hold Laboratory Number 43 44 45 Age Tested Lays 7 28 57 Area,. Square Inches 3.14 3.14 '3.14 Ultimate Load,Younds 3650 5100 6100 Pounds Per S'q.lnch 116-2 1625 2582 Spec-ified Strength: Brand of Cement Used: Colton Source of Sand: NR Source of Rook: NR 2000 PST Date`Made: 3-4-69 Mix Proportions or Number: 1 cem. lime 3 sand Supplier: Pre Mixed Concrete Truck Number: Job Mixed Temperature of Air: 'NR Admixture Used: NR Slump: N-R Ticket Number: Temperature of Mixture: NR Specimens Made By: Gene Carroll Type of Specimen': Mortar Report To: Krumm & -Sorenson Brandow_ & Johnson Millie & Severson Eugene Carroll B City of Carlsbad Bldg. Dept. y Edmund Bell SOIL AND I&TERLLiL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 tale Avenue, Escondido, ualifornia 92025 746-2333- ,hEPORT OF COMPRESSION TESTS Job i�o. 69-24 I)ate 4-25-69 j'ob J. C. Penney Ej T JT cu V &ddress 2555 El Cam1no Real -wn e r J,.C. Penney Co. 'Inc, - APR 33 16690 Krumm & Sorenson Eng ine er Bran,dow & Johnson CITY OF CARLSBAD Contractor., ifilllie & Severson Builclincr pep-crt=rllt Location in Structure: Footinq 11111 line B to C 'Ka-= on 6pecimen #1 #2 #3 Hold .Laboratory Number 89 90 Age Tested I)ays 7 28 Area, Square inches 28.27 28.27 Ultimate Load,ilounds 95500 125000 Pounds Per Sq.inch 3378 4421 ;5pecified Strength: Brand of Cement Used: Source of Sand: Source of Rook: Colton Capistrano L.G. Capistrano L.G. Mix Proportions or Number: 69-412 Supplier: Pr-e Mixed Concrete Truck Number: 154 Temperature of Air: Date Made: 3-28-69 Admixture Used: 3 LAA POZZ Slump: 3" Ticket Number: 74578 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: V .L U M III & Sorenson Brandow & Johnson Millie & Sev-erson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell • 0 SOIL AND MLTERIaL TESTING LABORATORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 ttEPORT OF COMPRESSION TESTS Job No. ' 69-24 llate 4-24-69 : J.C. Penney Address : 2555 El Camino Real E C 4 1-7T 75 Owner J.C. Penney Co. Inc,. �/ a, Architect : Krumm & Sorenson Engineer : Bran-dow & Johnson APR 3) 1969 Contractor: Millie & Severson a v'11, M M 'TESM rtw Location in Structure : Footing G-9 Bufl ling Depart --pj Mark on Specimen 7#1 #2 #3 Hold laboratory Number 86 87 Age Tested Days 7 28 Area, Square inches 28.27 28.27 Ultimate Load,.Pounds 93000 122500 Pounds Per S'q.inch 3289 4333 F 'specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 69-42 Supplier: Pre mixed Concrete Truck Number: 153 Temperature of Air: Date Made: 3-27-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket .Number: .74556 Temperature of Mixture: Speoimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sore_nson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell • • SOIL AND MkTERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Xob no. __ _ . Date Job J.C. Penney Address 2555 E1 Camino Real _ Owner J.C. Penney Co. Inc,. C E I 'T 111� I Architect Krumm & Sorenson Engineer Brandow & Johnson APR 3 D 1969 Contractor: Millie & Severson Location in Structure: �I i `T' v3 r.3�Lv:.+Y,:.✓ Pre Cast No. 19 Buildin¢ Depertrr-_n.c mark on Specimen #1 #2 #3Hold Laboratory Number 123 Age Tested Days 7 Area, Square inches 28.27 Ultimate Load,Pounds 78500 Pounds Per Sq.inch 2776 A Bpeeii led Strength: 3000 Brand of -Cement Used: Colton Source of Sand: Capistrano L.G. Source Of Rock: Capistrano L.G. Mix Proportions or Number: 69-43. Supplier: Pre mixed Concrete Truck Number: 179 Temperature of Air: Date Made: 4-17-69 Admixture Used: 3 LAA POZZ Slump: 411 Ticket Number: 75026 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report- To: Krumm & Sorenson Brandow & Johnson Millie & Severs.on Eugene Carroll City of Carlsbad Bldg. Dept. By --- Edmund Bell • • SOIL AND MATERIAL TESTING LABOPATORY OF NORTH COUNTY, INC. 423 stale Avenue, Escondido, Ualifornia 92025 746-2333 xEPORT OF COMPRESSION TESTS Job N o. 69-24 Date Job : J.C. Penney Address : 2555 El Camino Real Owner : J. C. Penney Co. Ihc, . Architect : Krum-m & Sorenson Hil E C E VV i J� Engineer : Brandow & Johnson Contractor: Ali ll2,e & Severson APR 3 -3 1669 Location in Structure: Pre Cast Tee No. 21 .dark on 6pecimen #1 #2 7#3 Hold ui ding Departr�t�r � Laboratory Number 120 Age Tested Days 7 Area, Square Inches 28.27 ultimate Load,Pounds 74500 Pounds Per S'q.Inch _F 2635 A 'apecii ied Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-43 •SupPlier: Pre mixed Concrete Truck Number: 146 Date Made: 4-16-69 Admixture Used: 3 LAA POZZ Slump.: 4 " Ticket Number: 75001 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. B3' Edmund Bell L SOIL AND M&TIERIAL TESTING LABOPATORY, OF NORTH COUNTY, INC. 423 dale Avenue, Escondido, Ualifornia 92025 746-2333 EEPURT OF COMPRESSION TESTS Job No. 69-24 Date 1 4-23-69 Job J. C. Penney Address 2555 El Camino Real E C E li'V 71 1 Owner J. C. Penney Co. Inc,. Architect Krumm & Sorenson. APR 3 . 3 1,069 Engineer Brandow & Johnson Contractor: Millie & Severson CITY OF CARI Sng r) I - T Buill-u1na 0-P�2rtni Location in Structure: Lower Slab @ C.5-8 nark on Specimen #1 #2 #3 Hold Laboratory Number 128 Agb Tested Days 5 Area, Square inches 28.27 ultimate Load',Pounds 70,000 Pounds Per Sq.inch 2476 .4 Zpaoifiied Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 146 Temperature of Air: Date Made: 4-16-69 Admixture Used: 3 LAA POZZ Slump: 4 11 Ticket Number: 75075 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete R.6porit, To: v 2- Q rumor orenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. B Edmund Bell SOIL AND I&TERIAL TESTING 'LABOEATORY OF NORTH COUNTY, INC. 423 rule Avenue, Escondido, Ualiforn-ia 746-2333 aPURT OF COMPRESSION TESTS Job i\i o. 69-24 92025 llate 4-28-69 Sob J.C. Penney &ddress 2555- E1 Camino Real Owner : J.C. Penney Co. Inc., �• �+ Architect TD `'� Krumm & Sorenson Engineer : Brandow & Johnson Contractor. 17, 7 : SesvarsonAPR 3D 00 Location an Structure: S.'tU. Corner Stock Room T.B.A. 5 rT. r, 4 ov,`e LgVjO fZ Level Mark on Specimen #1 #2 #3 Hold �u{lai=� t:;�:•• :;.:;a.L _ _ Laboratory Number 143. Age Tested liays 7 Area, Square inches 3.14 _ ultimate Load,.Pounds 7100 Pounds Per Sq.1nch h ;5pooified Strength: 20-00 Brand of Cement Used: Colton Source of Sand: Sorrento Sand Co. Source of kook: Date Made: •4-21-69 Admixture Used: Mix Proportions or Number: mortar Slump: 1 cem.' 2 3/4 sand Supplier: ¢lime. Truck Number: Temperature of Air: Ticket Number: Temperature of Mixture Specimens Made By: Gene Carroll Type of. Specimen: mortar J Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll By City of Carlsbad Bldg. Dept. Edmund Bell • ! SOIL AND WLTERIAL TESTING LA.BOMTORY OF NORTH COUNTY, 1N C . 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 tcEPURT OF COMPRESSION TESTS Job Noe 69-24 llate 4-23-69 $goo J.C. Penney &ddress 2555 El Camino Real Owner J.C. Penney Inc,. �� [�^^/�c(� - /��(' Krumm & Sorenson ' E C ! 1-1 ,d.Vh+..VeV V b Engineer : B.randow & Johnson APR 3 D 19G9 Contractor: Millie & Severson hoee.tioxi in Structure: Tilt Up Panel 1 Line Between 11A.01TY"O cL3`_D mark on 6pe c imen #7 #8 � #9 Ho 1 d � Leboratoyy Number 1.3�1 [ I o Tested l.iays }' { rea9 S'cuare inches 28.27 Ultirr±atu Load,Pounds! 1 93000 :Founds Par Sgoinch 3289 �- A: 3000 i;�,veC1.l�.ed Strength: Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of 'took: Capistrano L.G. Miz Proportions or Number: 69--43 SUppliar: Pre Mixed Concrete I.Pruck Number: Temperature of Air: r: Date NTade: 4-18-69 Admixture Used: 3 LAW POZZ Slump: 2" Ticket ,Number: - Tamverature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Cement Report To: J C Penney Inc Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg,. Dept. Edmund Bell SOIL AND YIATEkIaL TESTING LABOI-ATORY OF NORTH CODNTY, INC. 423 hale Avenues Escondido, Ualifornia 92025 746-2333 .vEPURT OF COiUIPRESSION TESTS :Iob 1\1o.. 69-24 Date 4-23-69 J"b J.C. Penney ddxe.ss : 2555 El Camino Real Owner J.C. Penney Co. Ind,. -1 E r u LI Architect Krumm &-Sorenson L Enginear Brandow & Johnson Contractor: Millie & Severson APR 30 19G9 in Structure: Footing CITY OF CP.M_�;`.:Jr 9 .lark on 6pecimen #1 #2 #3 Hold Laboratory iNumber 83 84. Age Tes-ted liays 7 28 Area.y Square inches 28.27 28.27 1 Ultimate Load 9.Poand s 76000 108500 Pounds Per Sq,inch 2688 3837 A 5pecif ed Strength: . 3000 Brand of Cement Used: Colton 4• Source 'of Sand: Capistrano L.G. Source of Rock: Capistrano L.G. !Ylix Proportions or Number 69=42 Supplier Pre Mixed Concrete Truck Number: 157 `Oempe rature of Air: Date NSade : 3-26-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket ,Number: 74518 Temperature of 11lixt u xe : _ S;pec.imeans A6ade By: Gene Carroll Type of Specimen: Concrete Re powb To-, -, Krum-m & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad Bldg. Dept. Edmund Bell SOIL AND MATERIAL TESTING IABOMTORY OF NORTH COUNTY, INC 423 Kale Avenue, Escondido, Ualifornia 92025 746-2333 . EPORT OF COMPF19SSION TESTS Job No. 69-24 Date 3-27-69 Job J. C. Penney Address ; 2555 El Camino Real Owner : J. C. Penney Co_.,Inc. Architect Krumm & Sorenson Engineer Bra-ndow & Johnson n n C E I E D Contractor: Millie & Severson Location 9_n Structure: Lower Level Column C74 i Mark on specimen #4 CITY C r CARLSBAD Buildir g Department laboratory N umbe r 7.3 Age Tested Days 7 Area, Square inches 28.27 ultimate Load,Younds 104500 Pounds Per Sq.inch 3696 5,pecified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L.G. Mix Proportions or Number: 69-43 Supplier: Pre Mixed Conc. Truck Number: 157 Temperature of Air: Date Made: 3-20-69 Admixture Used: 3 LAA POZZ Slump: 4 11 Ticket Number: 74428 Temperature of Mixture: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll By City Carlsbad, Bldg. Dept. Edmund Bell 0 0 SOIL AND 1&i TERIAL TESTING LABOMTORY OF NORTH COUNTY, INC. 423 Kale Avenue, Escondido, ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job N o.. 69-24 Date 3-26-69 Job ; J. C. Penney Address 2555 E1 Camino Real Owner J. C. Penney ; Architect : Krumm & Sorenson Ili �/ Engineer : Brandow &Johnson Contractor: Millie & Severson1 1969 Location in Structure: Spread Footing 9-P CITY OF CARLSBAD Mark on Specimen #1 ui Eng epar men'c Laboratory .Number 67 Age Tested Uays 7 Area, Square inches. 28.27 Ultimate Load,Pounds 77000 Pounds Per Sq.inch 2723 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L.G. Mix Proportions or Number: 69-42 Supplier: Pre Mixed Truck Number: 157 Temperature of Air: Date Made: 3-19-69 Admixture Used: 3 LAA POZZ Slump: 3" Ticket Number: 74401 Temperature of Mixture: Specimens-A4ade By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Miliie & Severson. Eugene Carroll Carlsbad Bldg. Dept. By Edmund Bell 0 SOIL AND MATERIAL TESTING LABOMTORY OF NORTH COUNTY, INC. , 423 Kale Avenue, Escondido, Ualifornia 92025 746-2333 REPORT OF COMPRESSION TESTS Joblvo. 69-24 llate 3-27-69 Job : J. C..Penney Address : 255-5 E1 Camino Real Owner : J. C. P-enney Co. Inc. CE % ED Architect : Krumm & Sorenson Engineer Brandow & Johnson �g�9 Contractor: Millie & Severson Location in, Structure; CITY OF CARLSBAD Spread Footing 9—J' Building DPnartmonnf - mark on Specimen #1 Laboratory Number 70 Age Tested Uays 7 Area, Square inches 28-.27 ultimate Load,Pounds 105000 Pounds Per Sq.inch 3714 Specified Strength: 3000 Brand of Cement Used: Colton Source Of Sand: Capistrano L.G. Source of kook: Capistrano L.G. Mix Proportions or Number: 69-42 Supplier: Pr-e Mixed Truck Number: 176 Temperature of Air: Date Made: 3-20-69 Admixture Used: 3 LAA ROZZ Slump: 3 11 Ticket Number: 74422 Temperature of mixture: S;peclmens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson. Eugene Carroll Carlsbad Bldg. Dept. BY Edmund Bell SOIL AND M&TERIAL TESTING-LABOMTORY OF NORTH COUNTY, INC. 423 Hale Avenue,_ Escondido,-- Palifornia 9202-5 , 746-2333 ' = aPURT OF .COMPRESSION, .-TESTS., Job N o . 69-24 llate 4-22-69 Job : J.C. Penney Address : 12555 E1.Camino Real Owner ; J.C. Penney Co. Inc,. Architect Krumm & %Sorenson' Engineer :Brandow & Johnson Contractor: Millie & Severson Location in Structure:. Escalator Pit ® H Line CITY OF CA�FZ _S13,',! � Mark on specimen #1 42 #3 Hold ✓ Laboratory tvumber 76 - 77 78 Age Tested yay-s 7 28 -Area, Square inches 28.27 28.27 Ultimate Load,Younds 76500 109500 Pounds Per Sq.lnch - Specified Strength: 3000 Brand of Cement Used: Source Of Sand: Capistrano L.G. Source Of Rock: Capistrano L.G. .Mix Proportions or Number: 69-43. Supplier: Pre Mixed Concrete Truck Number: 153 Load 2 Temperature of Air: Date Made: 3-25•-69 Admixture Used: 3 LAA-POZZ Slump: 32it Ticket Number: Temperature of Mixture: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm &-Sorenson Brandow & Johnson Millie & Severson Eugene Carroll `City of Carlsbad Bldg. Dept Edmund Bell SOIL. AND I&TEk'IAL TESTING IABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job N,o. 69-24 --- Date 4-21-69 Job J.C. Penny Add Foss 2555 El Camino Real Owner J.C. Penny CO. Inc,. Architect Krumm & Sorenson $ o' i Engineer, Brandow & Johnson �L Contractor: Millie & Severson rtr, `�• ". �9G9 Location in Structure: Lower SLevel Columns SO. Entrance Door Pockets Marx on ; e c imen p #1 � #2 #3 Ho��it��flg • Q�p:;r�:s��;��1' Laboratory Number 79 80 81 Age Tested vays' 7 28 Area, Square Inches 28.27 28.27 ultimate Eoad,V'ounds 113500 143500 Pounds Per Sq'In0h 4014 - 5076-- A Spvaified Strength: . 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L-.'G. Mix Proportions or Number: 69-43. Supplier: pre Mixed Concrete Truck Number: 1 '5 3 Temperature of Air: Date Made: 3-24-69 Admixture Used: 3 LA -A POZZ Slump: 4" Ticket .N umber: .74459 Temperature of lAixture: Specimens Made By: Eugene Carroll Type of Specimen: Concrete Report To.— Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll By City of Carlsbad Bldg., Dept. Edmund Bell SOIL -AND M&TEVIAL TESTING LABOEATORY OF NORTH COUNTY, INC. 423 bale Avenue, Escondido,. Ualifornia 92025 746-2333 tcEPURT OF COMPRESSION TESTS Job too. 69-24 bate - 4-21-69 Job : J.C. Penny Address : 2555 E1 Camino Real Owner : J.C. Penny Co. Inc. IT Architect :' Krumm & Sorenson Engineer. : Brandon: & Johnson Contractor: Millie & Severson a�? ; u ; 1J69 Location in Structure: Lower Wall Panel ® A-3 _ t 1 :- l Mark on specimen #2'u d Laboratory iv umbe r 117 118 119 Age Tested liays 7 28 Area, Square' Inches 28.27 28.27 Ultimate Load,,Po4ands 70500 ?oends Per S'q.-nch 2493 A• Speoified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Date Made: '4-14m69 Admixture Used: 3.ILAA POZZ Source of Rook: Capistrano L. G•. . Mix Proportions or Number: 69-43,. Slump: Supplier: Pre Mixed Concrete, „v Truck Number: 188 Temperature of Air: Ticket .Number: 74903 Temperature Of Mixture: Specimens Made By: Gene Carroll Type of Specimen:- Concrete Report TO: Krumm & Sorenson I Brandow & Johnson Millie& Severson Eugene Carroll City of Carlsbad Bldg,, -Dept. By Edmund Bell SOIL AND MATEVIAL TESTING LABORATORY OF NORTH COUNTY, 1NC . 423 bale Avenue, Escondido, Ualifornia 92025 746-2333 k(EPORT OF COMPRESSION TESTS Sob 1! o. 69-24 llate 4-18-69 Job J. C. Penny Address : 2555 E1 Camino Real Owner J. C. Penny Co. , Inc. ) EC E Architect Krumm and Sorenson Engineer : Brandow- and Johnson AD w J69 Contractor: Millie and. Severson pg-a-.< e,c 04, Ql Qi?_n it Location in Structure: Pre Cast Tee NO. 28 Building DepartmcffL Mark on Speoimen #1 #2 #3 Hold Laboratory Number 114 115 116 Age Tested gays 7 28 Area., Square Inches 28.27 28.27 ultimate Load,Younds 85000 Pounds Per S'q.lnch 3006 Specified Strength. 3000 Date Made: 4-11-69 Drand of Cement Used: Colton Admixture Used: 3 LAA POZZ Source of Sand: Capistrano L.G. Source of Rock: Capistrano L. G: Mix Proportions or Number: 69=43, Slump: 3" Supplier: pre Mixed Concrete, Truck Number: 187 Ticket Number: .74653 Temperature of Air: Temperature of Mixture: Specimens Made By: Gene Carroll. Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson, Millie & Severson Eugene Carroll Carlsbad -(City-of), B-ldg. - Dept. By _• > _ Edmond Bell SOIL AND MkTEIkIAL TESTING LABO hATORY OF NORTH COUNTY, INC. 423 ,iale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job NO- 69-24 r Date 4--15-69 Job : J. C. Penney' ff �j-�, Address : 2555 El Camino Real � .- e ; Owner : J. C. Penney Co., Inc. Architect : Krumm & Sorenson APR 2,-; 1969 Engineer : &randow & Johnson Contractor: `Millie & Severson CITY iOF CARL.SBAD I Ii� n lino s _ - Location in Structure: Lower Level -Column 1—D Mark on specimen #1 #3 Hold Laboratory ,Number 104 Age Tested liays 7 Area, Square inches 2B.27 ultimate Load,Younds 67,500 Pounds Per S'q.lnch 2387 'pacified Strength: . 3000 13rand of Cement Used: Colton Source of Sand: Capistrano L.G.' 'Source of Rock: Capistrano L.G. Mix Proportions or.Number: 69-4.3 Supplier: Pre Mixed Concrete Truok Number: '179 Temperature of Air: "Date Made: 4-6-69 Admixture Used: Slump: 4" 3 LAA POZZ Ticket Number: 74773 Temperature of mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson_ Eugene Carroll Carlsbad City, Bldg. Dept. Edmu'nd Bell • ! SOIL AND IJ1ATEI IxL TESTING L&BORKTORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPURT OF COMPRESSION TESTS Job N o. 69-24 .)ate J'ob J. C. Penney Address : R E C F V '' ",�`' 2555 El Camino Real ELF Owner J. C. Penney Co.,. Inc. Architect : Krumm & Sorenson ADR 2,. 1969 Engineer : Brandow & Johnson CITY OF Contractor: Millie & Severson BUildincy � 1� Location in Structure; Spread Footing 9—P Mark on Specimen #1 #2 #3 Hold Laboratory Number 67 68 Age Tested 1)ays 7 28 Area, Square Inches 28.27 28.27 ultimate Load,Younds 77000 115500 Pounds Per S'q.lnch 2723 4085 h Specified Strength: . 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-42 Supplier: Pre: Mixed ,. Truck Number: 157 Temperature of Air: Date Made: 3-15-69 Admixture Used: 3 LAA POZZ Slump: 3" Ticket Number: .74401 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson' Brandow & Johnson Millie '& Severson Eugene Carroll`r " B Carlsbad' City, Bldg. 'Dept. 1 r 0 SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 92025 746-2333 apuRT OF COMPRESSION TESTS Job No. 69-24 Date 4-17-69 Job : -J. C. Penney Address : 2555 El Camino Real Owner 1. J. C. Penney Co. Inc. ,mod Architect : Krumm & Sorenson Engineer : Brandow & Joh-nson - APR 2 " 19 'Contractor: " Millie & Severson _ Location in Structure: Lower Level Column C-4 gUwjdOF CA LSB1) inn n-- , Mark on 5pe c imen #4 #5 #6 Hold j Laboratory Number 73 74 Age Tested liays 7 28 Area, Square Inches 28.27 28.27 Ultimate Load,Younds 104500_. 133000 Pounds Per S'q.lnc.h 3696 4704 A Specified Strength: .3(00 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of hook: Capistrano L.B. Mix Proportions or Number: 6-9-43 Supplier: pre 'Mixed Concrete Truck Number: 157 Temperature of Air: Date Made: 3-20-69 Admixture Used: 3 LAA POZZ Slump:' 4" Ticket Number: 74428 Temperature of Mixture: Specimens Made By:.Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson B .Eu-gene Carroll City of'Carlsbad, Bldg. Dept. Edmund Bell I SOIL AND 1LkTER'1&L TESTING LABORATORY OF NORTH COUNTYINC. 423 bale Avenue, Escondido, ualifornia 92025 746-2333 hEPURT OF COMPRESSION TESTS JobUo. 69-24 Date 4-17-69 Job J. C. Penney Address 2555 E1 Camiio Real � �a ;-, Owner J. C. Penney Co., Inc. Architect : Krumm & Sorenson AO 2, 1069 Engineer. : Brandow & Johnson Contractor: Millie & Severson CITY OF CARLSBAD Location in Structure: Pre Cast Tee No. 27 Du lu"ri; Ma ric on Specimen i #1 #2 #3 Hold Laboratory Number 107 Age Tested gays 7 Area, Square inches 28.27 ultimate Load,,.Pounds 69Q00 Pounds Per Sq.lnch 2440 Sp6eified Strength: 3000 Brand of Cement Used: Colton Source of Sand: -Capistrano L. G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 69-43..' Supplier: Pre Mixed Concrete , , . ;,,,.., Truck Number: 157 Temperature of Air: Date Made: 4-10-69 Admixture Used: Slump: 4" 3 LAA POZZ Ticket Number: .74835 Temperature of 1Aixture: ,'i'i Specimens Made By:,Gene Carroll Type.of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson •�� ��� Eugene Carroll City of -Carlsbad, Bldg. Dept. Edmund Bell i 3 i ' � f j SOIL AND MkTERI&L TESTING IAB&EATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 aPORT OF COMPRESSION TESTS Sob No. 69-24 Date 4-17-69 Job J. C. Penney Address 2555 El Camino Real Owner J. C. Penney Co. inc. Architect Krumm & Sorenson Engineer Brandow & Johnson A 9 Contractor: Millie & Severson J6 Location in Structure: Spread Footing 9=J dui' 2AD Mark on Specimen #1 #2 #3 Hold Laboratory Number 70 71 Age Tested Days 7 28 Area, Square Inches 28.27 28.-27 ultimate Load,gounds 105000 135000 Pounds Per Sq.lnch 3714 4775 4 Speoitied Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano .L.G. Source of Rock: Capistrano L.G. Mix Proportions or Number: 69-42 Supplier: Pre Mixed Truck Number: - 176 Temperature of Air: Date Made: 3-20-69 Admixture Used: 3 LAA POZZ Slump: 3 t' Ticket Number: 74422 Temperature of lAixtuze: Specimens Made By: Gene Carroll Type of Specimen: Concrete - Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene, Carroll B City of Ctrlsbad, Bldg.Dept. Edmund -Bell 0 SOIL AND MATERIAL TESTING LABORATORY OF NORTH COUNTY, INC. 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 IIEPURT OF COMPRESSION TESTS Job No. 6.9-24 0 Job ': J. C. Penney Co., Inc. Address : 2555 E1 Camino Real APR 1969 Owner J. C. Penney Go.,. Inc. Architect Krumm & Soren -son CITY rF Engipeer : Brandow & Johnson Contractor: Millie & Severson Location in Structure: Lower Level Column J-3 ;Mark on Specimen #1 #2 #3 Laboratory Number. 61 62 Age Tested Days 7 28' Area, _ Square Inches 28.27 28: 27 ultimate Load,Younds 85000 133000 ?ounds Per S'q.!no h 3006 4704 Speoitied Strength; 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rook: Cap-istrano L. G., Mix Proportions or Number: 69-43 Supplier: Pre Mixed Concrete Truck Number: 157 Temperature of Air: Date Mad®: 3-12-69 Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58848 Temperature of Mixture: Speoimens Made By: Gene Carroll Type of Specimen: Concrete Report TO: Krumm & Sorenson Brandow.& Johnson Miliie & Severson .Eugene Carroll City of Carlsbad, Bldg. Dept. SOIL. AND UATERIAL TESTBG LABOEATORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 icEPURT OF COMPRESSION' TESTS Job 1Vo. 69-24 gate 4-10-69 Job J. C. Penney Address : 2555 E1 Camino Real Owner J. C. Penney Co.; Inc. _ -E C Architect Krumm & Sorenson YEJ g ' En sneer Brandow & I -Johnson �g�9 Contractor: Millie & Severson Locat` on in structure; Footing A-8 CiTV OF CARLSBAD Mark on 5pe c imen #1Dul l' ' '" Laboratory Number 98 Age Tested liays 7 Area, Square inches 28.27 ultimate Load,Pounds 86500` Pounds Per S'q.inch 3-059 'Specified Strength: 3000 Drand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of Rock: Capistrano L. G. Mix Proportions or Number: 69-42 Supplier: -P-re Mixed Concrete Truck Number: 145 Temperature of Air: Date Made: 4-3-69 Admixture Used: 3 LAA POZZ Slump: 3' Ticket Number: 74680 Temperature of Mixture: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad, Bldg. Dept. B �Ie- wl Edmund Bell SOIL, AND I<ERIAL TESTING LABOMTORY OF NORTH COUNTY, INC.- 423 Hale Avenue, Escondido, Ualifornia 92025 746-2333 hEPORT OF COMPRESSION TESTS Job N O. 69-24 Date 4-11-69 Job ; J. C. Penney I.ress 255 E1 Camino Real Owner : J. C. Penney Co Inc. ; � '1 Architect Krumm & Sorenson R �=' P E I j �J Engineer : Brandow & Johnson Millie & Severson Location in Structure: FQt. Elevator -Pit Walls GITY OF CARLSBAD; Mark on specimen p #1 #2 #3 Hold' u v � Laboratory Number 64 65 Age Tested nays 7 28 Area, Square inches 28.27 28:27 Ultimate Load, -PO wn.ds 90500 131500 Pounds Per S'q.inch 3201 4651 Speoitied Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of kook: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre mixed Concrete Truck Number: 176 Tempe i-ature of Air: Date Made: 3-14-69 Admixture Used: 3 LAA POZZ Slump: 32 ff Ticket Number: 58884 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson ,Millie & Severson Eugene Carroll City of Carlsbad, Bldg. Dept: Edmund Bell SOIL AND WLTERIAL TESTING IABOMTORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 746-2333 BEPURT OF COMPRESSION TESTS Job i\1 o. 69-24 92025 llate-4-11-69 Job : J. C. Penney Address 2555 E1 Camino Real Owner J. C. Penney Co., Inc. : hitect : Krumm & Sorenson Engineer ; 7NT 17 i Brandow & Johnson Contractor: 7[p� Millie & Severson_ Location in Structure: Lower Level Column 1-E AP 1059 Mark on Specimen #1 #2 #3 Hold OF CARLSBA D Laboratory N 101 ,CITY ►jumber O� Ang Department Age Tested Uays 7 Area, Square inches 28.27 ultimate Load,Younds 83500 Pounds Per Sq.inch 2953 Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of kook: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre mixed Concrete Truck Number: R-2 Temperature of Air: Date Made: 4-4-69 Admixture Used: 3 LAA POZZ Slump-: 4" Ticket Number: 74731 Temperature of Mixture: Specimens Made By: Gene Carroll 'Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad, Bldg. Dept. By;'. Edmund Bell SOIL AND MATERIAL TESTING LABOPATORY OF NORTH COUNTY, INC. 423 tiale Avenue-, Escondido, Ualifornia 9202.5 746-2333 REPORT OF COMPRESSION TESTS Job t\1o. 69-24 Date 4-9-69 Job J. C. Penney Address 2555 El Camino Real Owner J. C. Pen.n_ey Co., In"c. Architect Krumm & Sore-nson, Engineer Brandow & Johnson -D E C E I Contractor: Millie & Severson Location in Structure; passenger Elevator Pit (t`r" i 1969 mark on Specimen #1 #2 #3 Hold CITY _ _ �- Ci-:1'1.�_,,4D Laboratory Number 95 j3gjd: g Department Age Tested liays 7 Area, Square Inches 28.27 ultimate Load,Younds 98500 Poonds Per Sq.Inch 3484 'Specified Strength: 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L. G. Source of kook: Capistrano L. G. }" Proportions " or Number: 69-43• Supplier: Pre Mixed Concrete Truck Number: 145 Temperature of Air: Date Made: 4-2-69" Admixture Used:3 LAA POZZ Slump: 3" Ticket Number: 74653 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson" Millie & Severson Carlsbad City, Bldg. D-ept. Eugene Carroll --�-- e Edmund Bell SOIL AND WLTERI&L TESTING L&BOMTORY OF NORTH COUNTY, INC. 423 hale Avenue, Escondido, ualifornia 92025 746-2333 xEPoRT OF COMPRESSION TESTS Job N o. -_ 69-24� 8-69 .'� , Job J. C. Penney & Co. V Z �I Address 2555 E1 Camino Real APR 10 1969 Owner J. C. Penney Co. Inc. Architect Krumm & Sorenson Cary :engineer Brandow & Johnson Building ePar ���_�' Contractor: Millie & Severson tent Location in Structure: Lower Level Column M-2 r Mark on specimen #3 #1 #2 Laboratory Number 60 58 59 Age Tested liays 3 7 2'8 Area, Square inches 28.27 28.27 28.27 ultimate Load,Younds 49000 76000 124000 Pounds Per Sq.1nch 1733 2688 4386 Specified Strength: 3000 o, and of Cement Used: Colton of Sand: Capistrano L. G. Source Of kook: Capistrano L. G. Mix Proportions or Number: 69-43 Supplies% Pre Mixed Concrete uok Number: 159 —mperature of Air: Date Made: 3-11-69- Admixture Used: 3 LAA POZZ Slump: 4" Ticket Number: 58821 Temperature of Mixture: Specimens Made By: Gene Carroll Type Of Specimen: Concrete Report To: Krumm & Sorenson Brandow & Johnson Millie & Severson Eugene Carroll City of Carlsbad, Bldg. Dept. By6 ' Y Edmund Bell Bell a SOIL AND MkTERIAL TESTING IABOMTORY OF NORTH COUNTY - INC . 423 hale Avenue, Escondido, Ualifornia 92025 746-2333 tttPURT OF COMPRESSION TESTS Job No. 69-24 llate 4- Job . „ : J.C. Penney Address 2555 El!Camino Real 10 1969 Owner � �P� r J. C. Penney Co.Inc. Architect Krumm & Sorenson Engineer CITY OF � �R�-SBA En g Brandow & Johnson Building srtrnenf Contractor: Millie & Severson Location in Structure: Lower bevel Column 1—N Mark on 5peolmen 1 #1 #3 Igo 1 d Laboratory Number j 9 Age Tested liays a 7, i Area, uquare inches 28.27 ultimate Load,Pounds 64500 Pounds Per Sq..lmch Specified Strength; 3000 Brand of Cement Used: Colton Source of Sand: Capistrano L.G. Source of kook: Capistrano L. G. Mix Proportions or Number: 69-43 Supplier: Pre mixed Concrete Truck Number: 149 Temperature of Air: Date Made: 4-1,69 Admixture Used: ,3 LAA POZZ Slump: 4 it Ticket Number: 74625 Temperature of Mixture: Specimens Made By: Gene Carroll Type of Specimen: Concrete Report TO: Kurmm & Sorenson Brandow & Johnson Millie'& Severson Eugene Carroll Bldg. Dept. City of Carlsbad, By.:.�� Edmund B-ell No. Wk Ending:_?-k-4q 'C I T Y 0.F C A R L S B-A. D SPECIAL .INSPECTION: INSPECTORS..W.EEKLY INSPECTION REPORT: Coverin-g work performed requiring-app-roval of.special inspection. Reinforce-d concrete Pre -stressed concrete //'reinforced masonry structural steel assembly._ pile driving _- ___alue- lam fabFication other ---- Job Ad"ress :. 2 Owner or .Project Name: iVBldg. Permit N.O.. E n g i n e e r i n. g: A r c h i t e c t _,tH a" �sD,yS,o,r/ General Contractor/, Contractor doing wor Construction Material )Grade, Type, Etc.) Design Strength RevFox etp C alcge Tz- e /4#S0A1R V .3 00,0 2 ©o 0 Source or Manufacture Lab Rec.eiving and Testing Samples 71T,F-/q/X E,D c0/✓CR C IWA0,6FIlrAl $LOCK , S0 gL de- 5T4`EL Material (Mix-desion; Grade of Re -Bad-. Structural steel - weld rod, etc.)- � 9- 5�3 0 � htiG�� sT��NGr Inspe-ction date: LOCATION OF WORK, job problems, test s-ampl-es, work rejected, progress, amount of labor, remarks, etc. poO/?EP r6-� CAe 1,0 U11V6, I� 0 WEIz L EVYL C o L VA4 ,-3 C�- G , C- 7 C-K P - i -7 ICI 17Sei✓B / WAL 15 & 0 W vP 7-o vPp6% I. e��z ! /J6 A1,yD ON `% "" I Aee /=/? 0IVI `P ro ` C. 5- Z / ✓✓� L�IN�R� f�LOCk iy/-7cL 0-40,(.41s__.CCAl 7'� C� �t/ Ls� T©P 0 FAT V07'rk,o6/r o _ AZ L/& 6&:-rXeE-,41 `C�S,I-IAZE Whcsi' e5"#e J WIAIP041 I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tion-s and applicable sections of th-e governing Building Code. Date •y•Signature of Inspector �� ��� 77 Wk Ending: 'C.I T Y 0.-F C A_R L S B A.0 SPECIAL INSPECTION: INSPECTORS WEEKLY INSRECTION REPORT - Cove"ring work performed requi-rina. approval of special inspe-ction. Reinforced concrete Pre- s-tre-ssed concret-e-'reinforced- masonry stru-c- uraI steel ' assemb•1'y_pilo driving glue- -lam fabr� ation orther ---- '- Jo6 Add rPss :AlQ Owner or P�roj edt Name _O c, PE- Al i� ;fe, �LaC' Bldg'.' Pe"rmi t N-O 6 V9 � Engine-eri"ng• 'r G'r} .��-�% Arc,hitech",11/iw 9e-n-eral Contractor M/.L�/ Contractor doing .workcae ,y-� Construction Material )Gr-ade, T e,—� g Etc )_ Desin Strength "Source or, Manufacture Lab Receiving and Testing Samples Material' M.ix design, Grade of, Re_-Ba.r.-�Structu"ral stee"1 - weld -rod, etc. Ins.pection date: �7_�. � �2-6�.�� ,..L-OCATION OF' WO-RK, -job 'pro,' lems,_'test samples; work rejected,, pro.g-ress, amount —of labor,' rema-rks,'- etd'. .S ' . �'L la fiiV E CN W � 5 T .'- / a F19-Lg 457— �S 07- ENcG 0 S L &- ZZLP. a I hereby certify that I .have inspected' all", the above"work---'-Unless 'othervrise- noted I hand found this work. to -comply with the approved, 'plans, specifica- tions - and applicable secti on.s .of the governing Building Code. 12 _4 _� _ Date Sig,na.tur.e of Inspector Wk Ind �ng:Il2�G9 "C I "T Y O F C A R L S B A D SPECIAL INSPECTION: INS'PE'CTORS WEEKLY INSPECTI"ON REPORT: - Covering w-ork performed requiri-ng app-rroval 6f s.p-ecial inspection. . - "' '" - •" Reinforced concrete Pre-stressed'"concrete 1/reinforced masonry_ structural steel a'ssembly� pile driving ulue- = ham fabric-ation other. ---= Job Address Ow-ner'or Project, Name:; C, � � 8'1'dg. Permit'No. g> _ Engineering '! Dly F�DL�ifi:'D/✓ Archit_ectHP��i1�_�5�s�.�1-��rJ" General Con,tr"actor A4/.CG/g- " ::, Contractor doing work_uv-P''ro�y� Construction Material )Grade; ! 2_ T T e, 'Etc. )Desin" Strength Source or Manufacture Lab :Re.c&ivin an-d Testinq. Samples at�LOC/: M-ix design, Grade o'f Re-Ba.r'= .Structural steel. - pie rod,..et"c. - . ,Lnspec.tian dater/��q:'..'L-0CATI0N 0E WORK, job.proolems, test -samples, work rejected, progres-s",",amount of Gabor., remarks, etc. 5 C - P • -5 19GG Or STOC � 1Z, .SIVI—ES i? DO/W ; L3 O 7 14 U11-7Z L s 147` i`/� U / "/ �%I �f -/F PP O P11 17.S 7EIS 147- 7", Z3, zz G /i!O P �'' �2zS © '-0,�71� 7`-/?✓s/5D/�%�E2 _.1U� f?S!J/�`' j11,/ L- " i I hereby certify -that .I have inspected "al.l -the above work.- Unless - otherwise noted I havd found this work t.o comply With the approved, p"lans, specifica- tions and applicable se-ctions of the governing Building Code. Date Signature of Inspector- } . `•t. f.= n .., S. a%h'- ir. ... v.., . .. ... .. .... .. ..,.... ....o.n .Y,:?x".. ,v.. .......!nG'..;:.,.,R....a.....,�., ........ _.i'r+:..a..'u.. _..... ...s.z. .. ... ,.. -.,. �L•3._•i. ! .`': :•. . " Wk End i.n /s gj - -:-"C I T Y O F C. A. R L S B "A D ..,..."SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: ;Co.vering w-ork,performed requiring approval of, special inspection. . = Reinforced concrete Pre -stressed concrete ' -""reinforced ma.son.ry rstru-ctural steel assembly"fle driving slue - I -am fabrication other ---- Job Address:_2fiS� F� ci�svo�L. .Owner or Project Name: A),6,Y co, %d/C Bldg' Permit^iUO G�96 Engineering:�j/Q�y�"4y�UD/�/ Arch,itoc"t�U,, General Contractor / •/S-, _IFSAV " Contractor doing work_ aa,U7-r� x , - Construction -Material ')Grade, Type, Etc.)— r .Design Strenqth _ Source or Manufacture "Lab".-Recei.vi.n and Testing Samples a eriai (M.ix design, Grade of Re-Ba.r = Structural steel -.weld .rod,, etc. Inspection date: ,/—/o—1/-/Sz,6 LOCATION OF WORK, job ,problems, test"" ._samples, work rejected,- progress, amount of labor, remarks. etc. S riJ 14—T1___-5W R,00M- LS /-7,,VD - .S 7- lam, L L ' 0 . s roc1e !91�r P06:/ " I he-reby certify that I- have. -inspected- a,l l`. the above- work. Unless' otherari se noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date 07 Signature of Inspector _ - •"--C.ITY OF C A R L S BAD ., . SPECIAL,INSPECTION: INSPECTORS,WEEKLYINSPECTION REPORT:- Covering work p-erformed requiring approval 'of special inspection. Reinforced concrete Pre -stressed con'crete_�%rei hforced. masonrystructural steel assembly.` ` _pile. driving Glue - lam -fabrT ? cats on - other, ---- Job Addr. ess�" B1 d Permit iVO. � *A Owner'or i�roject Name: pi�l.�lCD� /1��� g. Engineeririg:GI/ Architect /�/J1/S©l�Eit/SO� General contractor Contractor- do.i ng wor Construction Material )Grade, Type;. —Etc ) _ — Design- Strength ounce or_Manufacture _ Lab Receiving and Testing Samoles —I ;. Mater.i.al (M:ix- design, Grade of Re=Ba.r --Structural. Inspettion date: f_ /_d -- fJ-: — LOCATION OF W67F samples, work rejected, pro'gress; amount of .labor, steel - .,,weld rod, etc K, job problems, remarks, etc.' exls s s o . TO SOBS 1 LAIesx ®/= r&/4s9e/7-54` 941&0-11dC- ��r�s� rro��r ,oa MU4✓ Alri-9 5, � es I h:erdby certify -t-hat I have inspected all the above work. - Unless otherwise noted I have found this. work to. -comply with the -`approved, plans, specifica- tions and applicable sections of the g-overning Building Code. Date Signature of Inspector �s No •C I_T Y O F C A R L S B A D SPECIAL INSPECTION: INSPECTORS. WEEK-LY, INSPECTION REPORT: Covering work performed requiring -appro:vaI of special inspection. Reinforced c-o.n.crete Pre -stressed concrete `%'reinforced mas-onryrstructural.. steel-- .assembly_ _pile-d.ri-wing glue - lam. fabri cats o<n other =- - Job Address : -2r.5:�- CVO/wr:- 96`J-4Z Owner' or Pro ect tame • - J • s� �', pi�IV�✓ '� D, of/� Bldg'. d g . Permit N 0 . ��`� Engineering: ? , D,0U1 4n2� JS oAV A r c h i to c't �,pJrtr�f w f S�IP'. A!- DAB/ General C.o'n t r a c t o r____L� Contractor doing work_ 6za&;n&" Construction Material_)Grade, -Type*, Etc ) . i Design S-trength . "5ource or Manufacture :_Lab. Receivin and Testinq.-Sam les aterial M-ix design, Grade o_f'Re-B-a-.r St-ructu'ral steel - weld r-od, etc. Inspection a e:�p_z7- •- /d= =_j/, ^:'.•LOCATION OF��iORK, job problems; test samples, work rejected, progress, amount of .labor, remarks, e-tc. I herdby certify that I have inspecte'd'.all-'the above work. Unless- oth'ervlise n-oted I have found this work to comply with the approved, plans, -specifica- tions and applicable sections of the g..overning,Bui.lding Code. Date Signature of I-nspector, No-Wk Endin • g .0 I T Y O F C A R L S B A D SPECIAL INSPECTION: INSPECTORS WEEKLY _INSPECTION REPORT:- Covering work performed requiring approval of special i-ns.pection. li '—Re-inforced concrete Pre -stressed. concret-e' reinforced mas-onry structural 'steel assembly_ _pil.e-dr.-iving: alue- lam fabrication other ---- Job`Address: s- f Owner.'or- Project Na.me:-_4.c, &,o _z61C,, _ Bldg-. Pe-rmit NO., y Engineering:-_ 1i1 fi0�®✓,f!ZLiz// _s'_ Architoct General .Contractor Co.ntracto.r doing work r _ Construction Materia-1 )Grade, „T e,. Etc..),Desi'^ nStrength Source or Manufacture . .Lab-.Rec:eivin ~and Testing Sample's 10/1/i-7L i E.Sf L1-7-0 aterial Mix design, Grade of R-e-Bar- - Stru.ctur-al" steel -_Weld rod,. :etc. Ins-pecti on date: _?;�, LOC.A.TION OF WORK, job. pro,bl ems , 'test samples,. work rejected,,,progress, amount of labor, remarks, etc. LI / c a' z a,4,1 0 0 4Z 7O I. herd.by-certify-that I h'av-e inspected- all --the a-bove work. - Unless' otherwis-t- noted I have found this work to com-ply'with the approved,.plans, specifica- tions and appli.•cable sections of the g-overning Building Code. Date Signature of Inspector _ No. Wk Ending: �D-i�� -• "-C.I T Y 0 F, C A R L S B A D. :. SPECIAL INSPECTION: IN-SPECTORS.-:WEEKLY !NSPECTION-= REPOR.T: - :.: Covering work performed requirina approval. of special inspection. Re"i.nforce.d concrete Pre -stressed .con.crete reinforced masonry stru.ctural steel assembly....pile driving Glue - ]am fabrication.. other ---- -" ° Job- Address:-Zs-L �f�f:4 Owner' or i'ro j ect Name: _7; 81 dg'. - Permit NO . .69-917 Ei�g.ineering:�4% iJlf/Sb�_ Arc.hit�ct��.�Orfi/s�iJ� General Contractor J Contractor doing work7-lJ�; — _ Construction- Ma.t.er-ial )Grad.e, Type -Etc.. — — D.esiw_ . n Stren-qth Source or -Manufacture Lab-Receivin and- Testin.q Samples Material'(Mix design, Grade of Re.=Ba.r - Structural steel -. Weld rod, 'etc. Ins.pec.tion date:io�-/f_-,,/,.- .LO-CATION OF WORK., job .pro' l.ems, test samples, work reje.cted, progress, .amount of 1-abor,, remarks, etc. O JrlV,&7W__ 7TXr[JC.ZC &121e f/ J11f11_L 67/-- 17 S 1- . s s . I-h.erdby, certify that I have noted.I have -found this w-ork tions.and applicable sections Date. _... .., .... - - - _. .,._.. _ ...-_ .- .., inspected all' the above. work. Unless otherwisL. to. -comply with the approved, plans, specifica- of the governing Building Code. Signature of.Inspector / .. .. ._n.................��F.e........r..___..vr.�.i.sr.a..�....-•. .�........—�..+t N'�w..t. ... e....i......w....-.+....-r-tr..�....__.n.... ._s.�./. ki�..l�.....`... No. Wk Endi n-g:��_/� G I 1 Y O F C- A. R L S. B A" Q SPECIAL .INSP-ECTION:. = INSPECTORS.WEEKLY-INSPECTION -REPORT:— Covering work performed'requir-ing approval of special in.sp_ection. Reinforced concrete Pre;-st.re.ssed concrete `P�'rei nforced '' masonry structural steel assembly_ ;pi -le dr-i-ving ; clue - lam fabr� tca on other --- y' J 0 Ad d r-e s s zy L" n kL -C I?E-i�L Ow-ner' or faro j ect Name: r7; C p,!�tl "y' e©, /l/G Bldg. Permit NO. Engineeri.'ng:'_ Art hitect.�j��,�� �SDQ�ii/sOr� General Contractor A4/ z_ �- E Contractor doing work �vi,Jr��2 �.sotlr�S! _ Construction Material )Grad-e, Type, Etc.) Design Strength Source or Manufacture Lab,Rec6iving and Testing Sam les 7 2QsT-fl ateriall Mix design,. Grade of Re -Bar - Structural steel weld rod, etc. Inspection date: ,1,ogp-�c/. LO-CATION. OF WORK, job problems, test --- samples, work rejected, progress, amount*of-labor, remarks, etc. I- hereby certify that'I have inspected.all the, above work.' Unless otherwise noted 'I 'have found this work to comply with the approved,.plans, specifica- tions an-d appl i ca•bi e secti.ons' of the governing Bui l di-ng -Code . -- e G Signature. of Inspector Wk Ending:. z3=�� t ''CITY OF CARLSBAD = S-PECI'AL INSPECTION:. INSPECTORS WEEKLY .INSPECTIO:N REPORT:. Covering work performed re.qu.irina 'a.pproval of special inspec-tio.n. '. Reinforced concrete Pre -stressed concrete reinforced masonry - structural steel assembly. pf1e driving olue- lam fabr� a o.n other -- J-ob Ad d r e s s:= 2 5`5`�`L cr�✓rt�® �Es� Owne--r•or Project Name.: '�t/� �J�J �p %�1�.. - Bldg. JPermit NO. —g� Engineering ®G!/- -Arch i to c t General . Contractor 14 • ` _-'��,J Contractor do-i ng work /i/u�r%`,�f��z �i�9✓3.���tJ;Y Construction Material )Grade, Type; Etc.). D-esign Strength �aU=®fr'CC1� CIV,f/Cf2 ty - �,�./�A Oft 6!5�_P J14S/ z, DO0 PSl Source or Manufacture -Lab-Re:ceivinq and Testing Samples /IiIII, r'`/�/!f �DG SDIG�yi%Ci{/��. Material M.ix.design, Grade of Re -Bar Structural steel. weld rod, etc. inspection date: / 6 y=zILOCATION OF WORK, job problems, test samples, work rejected, progress., 6mo.unt of labor, remarks, etc. Flom A?4c CXr4Q?z/a& c��o�s�s; ��•; as o ' WIZZL5. AUIP FOB V I herdby certify that I have inspected all -the above work. Unles.s otherwise noted I have found this work to comply with -the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date Signature of Inspector Ko Wk Ending: - 'Y C I T Y O F C A R L S -B. A D SPEGIAL INSPECTION:,- INSRECTORS .WEEKLY INSPECTION-'REPO.RT:'• Covering work performed requiring- approval - of special inspe-ction. Reinforced concrete Pre:stressed concrete A reinforced : masonry _struct.ural steel assembly_ pfle- dr-ivi -n.g slue - lam fabrication oth-er J•ob- Address:=?5955` Owner*or Project 'Name: cC, prG°5� �� /iU�' Bldg. Perm -it NO.-�_ Engineering: r%7"-SaiV A r c h i to e t 1f(Ralala isop, 'oys,0,61 General Contractor Contractor doing work 111'/�- r-— Construction Material )Grade, Type, Etc.) Desiqn Strength � / i�Mlig—MeAdourc-e or Manufacture Lab�ReceivTesting Sam les /�� m' �U ,�1� b� ✓�0�/ /s'LfJC Sv tL W /LJ14TE !/,1 L 7-E.sT 1-46 Rate.rial (M.ix design, Grade of Re -Bar = Structural steel - we d rod, etc. - Inspection ,dater_// -OLOCATION OF fir]-I?RK, job pro'olems, test samples, work rejected, progress, amount of labor, remarks, etc. .,�dL1�E"L7.�!��� •�`�,�L� /fir SDcJT/� S'/U� �� 7-�UCir �®G/S' - j-- I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with th-e approv-ed,*plans, specifica- tions and applic.able sections of the. governing Building Code. 2 1� :� ' Date Signature of Inspector t RECEIVED AUG I i 1969 - No. . Wk Ending: r -C - I T Y CITYFQF -CAR1SBAQs B W- D Building Department SPECIAL -INSPECTION: INSPECTORS WEEKLY IIN`SPECTIO.N RE -PORT: - Covering work performed requiring approval of spedal inspection. �� f�' Reinforced concrete Pre -stressed conic-ret.e--�'"rei nforced masonry structural steel assembly pile driving glue- lam f-ab Ica on other -- - J-ob Aduress: zZLE EL" . b-W-L_. _ Owner or Pro ect Name: 4f 7,� j. r7'�e,'E`N/V�.Gl� Bldg. Permit N0. ��-77 Engineerin.g:Archit--Ct.(r,�(GNr/t�ls'O�E�Jso� ,. General Contractor 1tillCL%� �E//Cllsv Contractor doing work Construction Material )Grade, -Type, Etc.) Design Strength .o o c oNCR� ram" Z�dD /ul�s®,vim y' _ Source or Manufacture Lab ReceivincL and Testing Samples.. /W/xelo M a t e r ial, M:ix design, Grade of--Re-Bar --Structur-al steel - wed rod etc. dot Inspection date: LOCATION OF WORK, job pro''n1ems, test samples, work rejected, progress, amount of lab®r, remarks, etc. - S cat/ r C D,c--/ �L,� Tom= O S L U�(i! P l3L O G �'; /_ H`� U,,e� D l7 7-,,-A r�iyl? EXZs r ° cL v� �-� r ��s �X C L �lCl�t/( �il/� /3i� �r�y�/� r- dAfV - EIV 71<25a11C e I ,,cZt-�j JO - 4- «/AKG I herdby certify that I have inspected .�al l -t-he- abzve work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing B.ui'l ding Code. Date Signature of Inspector LL No. Wk Ending: 'C I T Y O F C A R L S B A D -SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering work -performed requiring approval of special inspection. Reinforced concrete Pre -stressed concrete reinforced masonry structural steel assem-bly_ pile driving _ glue- lam_fabr� at on other ---- — Jo-b Address: + ' ' 154 "IA141-. s0 fi-eff"11 Owner'or Project Name:"; Bldg. Permit N0. 00. Engineering R11"I IC V � w/' SeJ Arch.i tect = . General Contractor Contractor- doing work /V 'All _ --———————————————— .--—---———— — — — — —— Construction Material )Grade, Type, Etc.) Design Strength ZVOO L!5 Lt SOy Source, or Manufacture Lab Receiving and Testing Samples _ V! (/.! 4u Al L51, VC1K- f�7 fAJG L-F}13 ' Material Mix. desiq-n, Grade.of Re -Bar - StructuraT steel. - we d rod, etc. Inspection date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. I hereby certify that I have inspected all the above work. Unless otherwise noted I h-ave found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date Signature of Inspector No. • • Wk E n d i ng:��� 'C I T Y O F C A -R L S B A D SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering work performed requiring approval of special inspection. Reinforced concrete Pre -stressed concrete z--(reinforced masonry structural steel assembly_ driving lam fabr.cat on other ---- _'pile _alue- Job Address: �2;6' 1 Owner or Project Name: C, P4WIVOY 4,0 Bldg. Permit NO. _ Engineering : ', / A-rch i t e c t t; 1� S/ General Contractor ,�ILZ lir Contractor doing. work ZI Construction Materi'al')Grade, u _ Type, Etc.).— ' ^ Design Strength Source or Manufacture Aab'Receiving and -Testing Samples material kmix aesign, Grade of_Ke-bar - Structural steel. - weld rod, etc.) Inspection, date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. if P Z-1f 41- L '141V,91 jve-X 77z' & Z- eyAlT 2 D14,1 riV revlf i=T i�OVC LC c. EZZ I-A-200L VAZ4L 615'Y G� Z-Vex T " 1?eZZ-s p Ivor i I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to.co.mply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date Signature of Inspector No. Wk. Ending:. 'CITY' O-F CARLSBAD SPECIAL INSPECTION; ,INSPECTORS.:WEE'KLY INSPECTION -REPORT: Coverin-g wor-k performed requiring approval of special inspection. Reinforced concrete Pre. -stressed concrete"yreinforced masonry //structu.ral steel assembly_ _pile driving slue - lam fabrication, other" ---- -J o b A d d r e s s z-1 CF3�1/V_IQ RA G y Owner: or_ Project Na.me: J", C, PIFAI' eX_ CA Bldg. Permit NO. Engineering: 01?1;A1b0U/ e 74, WsaA� Arch i toct K&AWY eSDg�!t/S©Al General Contractor mIL' Contractor doin-g work ) __._____-------______----_---____-__ Construction Material )Grade, Type, Etc:) Desiq-n Stre'ngth 3000 261MV/IS0A//rx - Source or Manufacture Lab Receivinq and, Te-st,inq Samples I Material Mix design, .Grad.e:of. Re -Bar - Structur.al.steel - weld rod, etc. - P9 9.; Inspection date: LOCATION.OF WORK, job problems, test samples, work rejected, progress, amount --of labor, remarks, etc. o v V7-#V USE- ,CLDVR - /7IVa �90,4 0� c �" I iE11,4 re 0 h herdby certi-fy that I have inspected. all the above work. -unless otherwise not-ed I have found this -work to comply with the approved, pla-ns, specifi.ca.- tions and applicable -sections of -the governing Building Code. 17-1 Date Signature of Inspector ;{ No. W k E n d i :n ' C I T Y O F C-- A R L S B A D SPECIAL INSPECTION: _ INS:PECTORS "WEEKLY INSPECTION REPORT: Covering work .performed requiring approval- of specia-1 inspection. .Reinf:orced..co-ncrete Pre -stressed c6n.cretel,�reinforced masonry /�stru'ctural steel assembly_ pile driving -glue- lam fabrication other ---- � d-o b Ad d r-es s.:.'1�, c _ Owner' or Pto j ect Name-: , 115 Y Bldg. Pe-rmit NO . Engineering:,' Arch.i tact. 9 � General contractor �.I.1 Contractor doing work -1! Construction Material )G-rade, Type, Etc"._)~ _ - Desi"gn Strength Source- or. Manufacture—�' Lab Recei.vi n and Testing Samples- li, - `� T � �: Y aGO� 50lL �'N1�T2%N!&& -s7"l�e, � L-/VL3 Material (Mix design, Grade of Re -Bar = Structural -steel - weld rod, etc, Inspection date: LOCATION OF WORK, job pro'Dlems, test samples, work rejected,-prog.ress,, amount of labor, remar-ks etc. AX-s -COIVC IKEL6L o -1- is ER�c7" 20 / IV /31f0e/z SS --SSE" eP i I I herdby certify that I have inspected all the above.work.- Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. • Da t e - e �,— a&�Z� --- I Signature of Insp—elctor M ',i�RSeNR�< Wk E-ndi ng-�- f'"C I-.T Y O F C A R L S B A D SPECIAL IN -SPECTION: INSPECTORS WEEKLY. INSPECTION REPORT: Covering work performed requiring approval of special" inspection. R-einforce-d concrete Pre -stressed concrete jj'rbinforced masonry !/�structu.ral steel assem-b1y_ _pile driving Glue - lam fabrics on other -- -Job Address C40 M 16 RC� 44_ Owner'or Project Na.me: �' 0SAVX1e, Bldg. Permit NO. Engineering: 0 A r c.h.i t e c t Genera! Contractor A Contractor doing wor 4� — Construction Material")Grade, Typ`e,Etc.^) _ Design Strength �� Source or Manufacture Lab Receivinq and Testinq Samples r1re- 9DeK/v - SOIL. f 1"1gre1?167_4 TEsr11/yG L..4/3 1 Material. Mix design, Grade of.Re--Ba-r -- Structural- steel, = weld rod; etc. inspection Cate: LOCATION OF WORK, job pro'olems, test. samples, work rejected, progre.ss.,.,amou.nt'of l-abo.r, remarks; etc. lLl� G©G. aMA-� C L OS sZ v.0 ERCZ Ost/ /&fi'0�/�'�SS-' I hereby certify that I have inspected all the above work. Unless othe-rwA se note-d I.have found this work to'comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. 4 Signature of Inspector j44S, No. W k Ending : ____�-2. S' —6 'C I T Y 0 F' C A R L S B A D S-PECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering work performed requiring approval of special inspection. Reinforced concrete P-re--stressed concrete�einforced masonry_ ---structural steel assembly` _pile driving _ _alue- lam fabrication other ---- Job Address: 25_-65 EL, C17MIA o 96-91- Owner'or� Project Name: ZC, P,6VA/,6ry CAI Bldg. Permit NO. g-;r7 Engineering: AIAO �J"Qf{/VsDA1 Architect / j✓!4 �E 5'0KgAJSVW General Contractor li!l/1L16r Contractor doing w-ork -^ r Construction'Material )Grade, Type, Etc.)Design Strength source or Manu-tacture Lab Receiving and -Testing Samples Material kMix aesign,-Grade of Ke-bar - Structural steel - weld rod, etc.) Inspection date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. E®(11&6-1✓. W11411G i7r 7-p `.7, 3 /-1 7- `i1! W R F BL 49 c e Ilfi/�ZL6S 4 Fl 't4 cc Y-46y "� ie,UCTUS7"6"C-L_ EgeGilD,(Z1 /A1 s-- SSE Ei� i� /-5" � I I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work -to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. • L Date. Signature of Inspector No. - Wk Ending:. -z/- F. r C'I TY OF C---AALSBAD -- SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering. work performed requiring approval of sp-ecia.1 inspection. Reinforced concrete Pre --stressed _concrete reinforce masonry -structural steel assembly- pile driving lam fabricat on other ---- - J o b A-d d r e s s s. x" L 4C�t/Il Owner'or Project Name: U-,C, Af-Al r y Co, 11,1c, Bldg . Permit N0. _z, Engineering:_ffayvj917w^a-,V14&sVA1 Architect kl?gA g �`so1? A,sa i General Contractor- / _ sa C.ontractor do-ing work --- — — —— — — — — —— - ___------ _--_ Construction Material )Grade, Type, Etc.-) D-esign-Strength Source' -car Manufacture Lab Receivin and Testing Samples 'Materi:a.l Mix design, Grade of -Re-=Bar Structural ste-el- - weld -rod, etc. z . Inspection date: LOCATION, OF WORK, job pro" lems,. test samples, work rejected; progress, amount of labor, remarks, etc.- . . -ZL P17X,I�4 S RMO �tE IVs ;E" SLc iAQ Jr �` AdC �v�xr�L s � ��1.� ��c �'rd�J � o �3t� �y/��/s�� V B y El�ir�U�l1p a�GG I hereby certify that I have inspected all the above work.- Unless otherwise noted I .have found this work to comply with the approved,'plans, specifica- tions and appli-cable sections of the governing Building Code. Date T Signature of Inspector No. Wk 'E-ndi.n.g: 41 k-4 Z 'C I T Y 0 F C A-R L S B A D SPECIAL INSPCTION: -E INSPECTORS. WEEKLY INSPECTION REPORT: ' Covering work'performed requiring approval of special inspecti'on.- P" Reinforced concrete Pr'e-*s-tre'ssed con-crete_j,-feinforced masonry structural steel as.sembly_. driving-_,. clue - lam fab-ri "cati o.n other Job Ad U' r e s s tg, r Z 4 41YAjV449, Rgr/,14 Owner' or Pr'oJect Name : O:C, co'. fivc, -,Bld-g'. Pe'rmft . NO 74 r 1 n g X)?1.11VPPW iV,,s,0A/ Architect k - Engineering: 1?41MA4 $01 s v General Contractor MIZ Z AF Contractor doing -work Y-IAF(?- mq eAZ &y --- - - - - - - - - - - - - - - --- - - - - - - - Construction Materi-al )Grade, Type, Etc.-) -Design Strength Source or Manufacture Lab Receiving and Testing. Samp1es Material.(Mix -des'iqh, G-rade of Re-Bax Structural steel- we d- rod,etc inspection date: LOCATION OF WORK, job problems, test samples, work r.ejected.,, pr-ogres s —amount of I abo'r- remarks, etc PQ 12g F-1) - Fq919P,!F-7- X r,0C1:,-k QA1 " q -4 IA -I&-;- �-V 7-e 6 /--X OW S' TA FRO111 K F. 41x�.s 5o eral�c-�2 4 IAIF Ce ez ERE G ES" 10,9-50AZS COAdZIL�EZ-k-P ar vAe6-1? ml,,zz L E: V 7-9 F .s 'S 7-RUC 7-&/? � I- S Eh' 6-C E6-0-11Z 1 T-5 7-1-1.1-5 Mlj6�El-< / 7' ,9VL lks p 7-1 VIV-5 ra &C- pg 9--- 6 K 4P A4&2 8e,--1 L SVIZIA47'nel'gz- Z-lgy I he-rdby certify that I,have,ins-pected all the above work. Unless otherwise noted I have -found this work to comply with the approved, plans, specific,a.- tions and applicable sections of the governing Building Code.- - I • Date �qnatbre of Inspector I: AM 51-4101V No. .ilk Ending: C I T Y - 0 F C A R L S B VD SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTIO.N.REPORT: Covering, work performed requiring approval of special inspection. Re,infor-ce-d concrete P-re-stresse-d co-n'drete- �r'einfo,rced masonry structural steel. assem-bly-- _pile driving slue - lam fabT—ication other -Job-Address-:- 19-4-�7 &VIC Own-er'or Project Name: C-0 MlBldg. Permit NO. Engineering: 11 RV AIV V W 004 HW-S ;I Architect General Contractor AV1,4Z14-- Contractor doing work — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — Co-n s t ru-c t i o.n Material )Grade, Type,'"Etc. Design Strength Source o-r Manufacture -Lab'Receiving and Testing_Samples - FRC 1&-p MKP-&Al F,49C& -5 014. f 9:9JL----?f 1,9Z- 7--'-S7-1A1,- Lqq I - '`. Mat.eria.l., (-Mix -design, Grade �of. Re -Bar .— Structural steel weld rod-, etc. -)- Inspection date: -LOCATI.ON OF WORK, job problems, test samples, work rejected, progress', amount of labor, remarks, etd.- - 84011RE].? PUL1#4L TYRZE S4-crlvN5, OF I-EVEL Sl-,qs 1�2 L d9 Al PKLELF-0 11PPS!9-,f LEVE-L 141-10 _A417SVAIRY WIW14 5 7 VW "-o �-- �p Lherdby certify that I h-ave no.ted I have -found this work tions and applicable sections Date, inspected all- the above work. Unless otherwise to comply with th-e approved, plan-s,-specifica- of the governing _Building Code. Signature of Inspector No. • Wk Ending:- 'C I T- Y O F C A R L S B A D SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering work,performed requiring approval of.special inspection. Po', Reinforced- concrete - Pre -stressed concre-te f#'''rei n f o r c e d masonry --.structural steel assembly-_ pile driving ____glue lam fabrication other ---- Job Address: - 257jr-4` AY C 7101410 "1-74 0wmer, or Project Name: "; °, '"/111G� "f Bldg. Permit NO.g-;,,- E-n g i n e e r i ng : 1 lam' 'GGl f 17�O r. c h i t e c t General. Contractor A414L/F-e, sl L ,sWAI Contractor, doi n,g work 4411.L /,C- .5'b-p1 lfzFaAl 0 6z ,r2;�",y" Construction -.Material )Grad.e, Type, Etc.) Design Strength Source or Manufact.ur.e . .-Lab Recei vi nq and Testing Samples *ater�i-al .(,M-.ix de -sign; - Grade of Re= -Bar - Structural steel -..'weld rod,- etc. 6k- rz-/i D PO*,* . Inspe•ctio-nl date• LOCATION OF WORK, job problems, test samples, work rejected, progr,ess,' amount of .la,bo:ry,'`'remarks-,= etc., .- j ,. L s �� � �c r a�/S # � �'l�D�✓ i�l � T'o � lJ .� � !3G'T��'�,� L IA4F5 S TO Cie Uze-iT P��'L L -- r f !/i, E17 /�'-l� � L' OL UM,,U �7 A-1.5, L`- z p UY - Bz ao e W-19 4 Le d�iii /' „L /i11, Ta 14 F T a-01/Z 4� / h n �-� i •'�•-ies-i - s-s � //� �� / /� > i ,r/L T/7 / � : ,CT `!S iI/1�/C' 11 G'�D.rd / �i�i--i /^ r�/J.riJ I hereby certify that I have inspected al,1 the above work. Unless otherwise noted I have fo-und this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date Signature of Inspector No: Wk Ending: 1-24:-6 q 'C I T Y O F C A R L S B A D SRECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Co-vering work performed requiring approval of special inspection. j/ • Reinforced concrete. Pre -stressed concrete !/ reinforced masonry structural steel assembly pile driving glue - lam fabric t on other -- Job Address: 25,t L C,4A4'No 1?E19LZ- Owner or Nroject. Name: �' G', P�,11� � CO Bldg. Permit NO.I9_;� Engineeri ng g,4,VQ,9w i7okoNsat/ A-rchi t e c t 1fR11A4A1J s®RGi✓saAl General Contractor Contractor doing work McLLlF e Construction Material )Grade, Type, Etc.) Design Strength e0�r/c2. m61s1p,�/R Y �� ® 2 GT� d Source or Manufacture Lab Receiving and Testing Samples Xf- %/�Iffl� Al 00 LTLOC/C S DI L /v/,cpT� //3L TEST�H� L /ger Materix design, Grade of Re -Bar - Structural steel. - weld rod, etc.Y Inspection date:, LOCATION OF WORK, job problems, test s.amp,Les, work reje-cted, progress, amount of labor, remarks, etc. r U. 0 A Q R 4�9 "v4'L 0 LfJE D v E 40D .S L /ate SE-CT-40' _��Q� �� Tc(L //1�— 3 �T/��s/ �� 17�y_e. //r/ES 4 • S nex c Q tpc, e l,,5 7" a1aLL t2e Eg L 4 Ube &pw aP TO E FE I_MTW-�/rf° it //Ve: l�N17 L�!/L!6- !3E!7-AV �D � I,�1 / �c/b Q L�1 o EM/�/.t!!� G�K _.�,_iC "/ ,�4 1✓� AilI.�SDirlfzJ� U1' � � FT I hereby certify that I. have inspected, all the above- work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date }+,: y. Signature of Inspector M No. Wk Ending: 'C I .T- Y. 0 _F . C A R L $ B A D SPECIAL INSRECTI,ON: INSP.ECTORS.WEEKLY IN.S-PECTION REPORT: Covering work performed requiring approval of special inspection. // • Reinforced concrete Pre -stressed concrete 4--reinforced masonry- structural steel assembly-___ pile driving clue- lam'fabr� at on other. ---- Job Address: 2 _6-�"g" Owner'or Project Name-: IEC, {��jj�//��'�/_ Bldg. Permit NO.4g_>X- Engineering : I7"DII-itO-�DriO A r c h i t e, c t c/jwi 41 � sye'C General Contractor A Contractor doing wor --— ——————————————————————._—————————— -- Construction Material )Grade, Type, Etc..) Design Strength 3000- ca"I?ELE 200D A4ASO/✓R Source or -Manufacture Lab Receivin-a-and Te.stina Samules /fit D AU A/ BLOC! 50/4 F liliq72�-J?//;?Z T :y,` / LfJ6' Mater-i-al Mix design, Grade of Re -Bar Structural steel,- weld rod, etc. I:ns-pection date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. �6; 5 7-,0 T _ �t now K s'G F//3 S`G T/D/r/ D , 7-0 (,1 S 13� TGU� �tJ `3, � iy0 E"Z- )7L 50 FOU/2 EU ullgeGL- Alp 67/G "�l�/R/�: �/� IfGt�/ `t! r'O L!� 'rL /�Ei ✓ ..561 1�VZV P-4de',!!E �'gb- re� E S C-c �-/Oif/S Dic/ L24LS rV X TE�,�_7'�� UP W,4/- L P �/cZ S 0 `r/ ��/3N0 "% ��!_ / A/E-S lW g.,�- lVf C &OA4 el 5-iFU S Ty6 WAIL LS OF sci�.v7-!F/C r psi L ,,41/X7 yA L �} /D U GI//L G S y'O TiFT,W/? 1P 'O��E�n5 So VAIR -4Ei� I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans,. specifica- tions and applicable sections of the governing B-uilding Code. Date. Signature of Inspector No. 0 Wk Ending:—_; 'C I T Y 0 F C A R L S B A D SPECIAL INSPECTION: INSPECTORS -WEEKLY INSPECTION RE -PORT: Covering work performed requixing approval of special inspection. ReinfoYced concrete Pre -stressed concrete k' reinforced masonry structural steel- assembly. pile driving __glue - lam fabFTcation other Job Address : 2�s*.-tr 44 Owner or Pr'o"jec't Name: � C, PeMW Bldg. Permit NO.,(,,) Engineering: OffYMPOW4, 7'emfVs& -V Architect /<' RIVAM4 sagel"151 General, Contra'ct.orA4H'41, jHVAXj0W, Contractor doi ng workmut q' seilwleY.,WiV' f — — — — — --- — — — — — — — — — - - - - - - - - - - - - - Co,n-structi-bn-Material )-Grad,e, Type, Etc.) Design Strength J? 4' IIVJ:- OW 4 e-P 4'1PAAC,4-,6- ri� e" MA��$ 0 /V �,,, Y 10pa'a 1z 0412 0 Source or Manufacture. La.b.Receiving and Testing,Samples Plff ,'W,4�47 Materia'l Mix design,. Grade, of Re --Bar Structural steel---- weld rod, etc. Ae- ire:ov'i'� Insp-e-ct4on date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. 2011fiCD -UefE-A- LF-ZEL -5-Z-,qS S6-C7-1,01V 7-d Kr:5- 41A,1,';--5 gz5-�Q _XF C195 T- Re- FoLllf P 7 �, E, 5 55 ef C, 7 2 0 /,) -5 yP- I? Z FAY,-, 7-/ &A-Z 01 --- / A) 7- d: 9 r/ /1 1-5 // tj jr, 9, S&--7- INTO EZZ3'CC-EZEE ZA1 rE-o &ag 7-171- EZ r -5 /1 Z- e--5- - 90 e9 1 C 1-7, 5� 1,&69 /- L 5- 7-,O c A,' L0 I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date Signature of Inspector No. i Wk Ending:-Gg C I T Y O F C A R L S B A D SPECIAL INSPE-CTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering work performed requiring approval of.special inspection. -,Reinforced concrete Pre- stressed concrete A- reinforced masonry structural steel-ass-embly_ pile driving alue- lam fabri:ca o:n other ---- _ �— Job Address: 20sw 04 CA406 Re/1z ' (a`/- >G Owner"or Project Name: r,rle, 1plr.ir ley C49 Bldg. Permit NO.69-77 Engineering: 1-IN-0,7W , or0h'�VS /V Arch itectkis "Al S-Vlf"x4tV General. Contractor A4,141.l . ski/**NO: Contractor doing- work *144t - f / x _ Construction Material')Grade,, Type, Etc.)' ^ DesignStrength Source or Manufacture L.a,b Receiving and Testing Samples 400 4-041CA #1 l ' °i, Tgrri'r 0 ,4"40 Material M.ix de -sign, Grade of Re-Ba.r - Structural steel - w-eld rod, etc. I,nspecti.on d-ate: LO-CATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. 1`u /�C �D /y i=,�AC ii✓4 S 7-E�s r,�✓v e©rvC r� �7-� /� SEl%EzjISl Z J LJ U/f //!!/�G L C T L-W SE�T/Od/S-0 v gr`� -I iV ,oD rfrOJOS T"i' Zawe Q iL Y A4J45 Dd%S C QA4VL a`.1 P d4aL.1 s tVC- TE(3.4ZO HLp{, f;?S tC PL1,Ag1S • 2 �J C L &-V,9 r/,P !N .E/-si' �CjLL V /= s rD Ce zoo r� cAl- p, Qz 64 _ i L © -- /C _c C RI)W (i1, -Fb LFZ, / A/ rv0/t 7`f1 -,Fig ej' i U1'igL L S To c ,A/Qn ,, W 1411 1�_ n211_&1_ V4 /4OL LC S' FO/Z Pe?5LL7 64,0Cl<-S ItO F-AACh ,PiC P-f1C S'� Tr" ��cT/®.r/,�QI 1 IT' L IAZZ %-1,,V7- dolly f'eg/rZ16L'g/ TO A__ Al I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with t-he approved, plans, specifica- tions and applicable sections of the governing Building Code. Date C� Signature of Inspector No.. Wk Ending: 'C I T Y O F C A R L S B A D SPECIAL INSPECTION: INSPECTORS -WEEKLY INSPECTION REPORT.: Covering work performed requiring'approval of.speci.al inspection. e-..Reinforced c-oncrete Pre -stressed concrete A-- reinforced masonry structural steel -assembly pile driving ___glue lam fabricat on other __ . J o b ' A_d d r e s. s : —LS' IZ61JAZO C.9- 76 Own-er.'or Project Name: X,clot P,6;f1t1kY Cp. Bldg. Permit N0.19-;77 Engineering: ,3 pPcy 0 ,)"a &9.Q 1 Architect v��I �'.5'p- sE1/v bener,ai conzraciorA� Contractor doing wor Construction Material )Grade; Type, Etc.) Design Strength Source or'Manufacture Lab Re-ceivinq and Testinq Samples M 6- m lrel-? C fr* AM,90fAl 0401L/,S'6'/L f m TtR/,7G EST/l/G 1 F}B Material JMix d_-esign, Grade of Re -Bar - Structural steel - weld -rod, etc. d 3 6 0,,24gC Azx Inspection date: LO'CATIO'N OF WORK, job problems, test samp.ies, work rejected, progress, amount of labor, remarks, etc. ElN/=gK s'T1 EC c lVe irc-rt A/ / � i /� UP L L W 'U L Iq L S 51Y E/TE C �T %'EE- S C T/O6JS. ,EPA 9h 7 elV,0&7 /7 5 QAI-5 C 014eZ �T--L✓ ® /= /9s 7- * FT 64 o c k 10 v144G s 1/—V 7- a 5 7-044- 0 I hereby certify th.at I have inspected all the above work. Unless otherwise noted,I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date,' e j7 Signature of Ins ector 9 p No. 0 Wk f,nding: 44-/-2,-69 'C I T Y O F C A R L S B A D SPECIAL INSPECTION:.. INSPECTORS WEEKLY INSPECTION -REPORT: Covering work performed requiring approval of -special inspection. d/ . Reinforced concrete Pre -stressed concrete reinforced masonry structural steel assembly pile driving alue lam fab i ca o�n other ---- Job Address: Zrs5-� EL C*"//V&*)_ kgtsz- Owner'or Project Name:-,Z,cj fE�/N�� CtD� Bldg. Permit NO. Engineering: $g,47A1poju�9 itpiy /seer. Architect kifamA4 s®,�Fi✓sp,y General_ Contract-orM11 Lie Corrtracto,r doing work M/LLIL,::. Construction Material )Grade, Type, Etc.) Design Strength _ COVCRET� 3 000 Source or Manufacture Lab Rece:ivinq and Tes.ti.nq Samples materlai tmix aesiq.n, uraae of Ke-bar - 5truct,urai steer - weia roa, etc.) s Inspection date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. I hereby certify that I h.a.Ve inspected al.l the above work. Unless otherwise noted,I have found this work to comply with the approved, plans, specifica- 'tions and applicable sections of the governing Building Code. Date Signature of Inspector No. Wk Ending: ,q--S=611/ C I" T Y O F C A .R L S B A D SPECIAL INSPECTIO,N:- INSPECTORS WEEKLY INSPECTION REPORT: Covering work perfo-rmed requiring approval of special inspection. Reinforced 'con.crete Pre -stressed concrete reinforced masonry structural steel assembly- pile driving glue- 1 am fabri ca on other"- ---_- Job Address: , 2 5*51�- k 4. 6alol/IVo 96wz 0wn.er'or Project Name: J; C I°erWCYcb, Z& '. Bldg. Permit NO. 67 Engi-neeri ng: l31f",!?c7W Archi tect , , So1?,64JS,0A' General Contractor Contractor doi ri.g work. /t-/,g5®iu K - Construction Material )Grade, Type, Et.c.) Design Strength Source or Manufacture* Lab Receivinq and- Testinq Samples. Material ('Mix design, Grade of Re -Bar - Structural steel - Meld rod, etc.) Inspection date: LOCATION OF WORK, job problems, test samples, work rej-ected,.progress, amount of labor, remarks, etc. D EAV CZGS is!F 4&AL CrCy-"'ce / T "/9-S T S -sG. L/�Te� /T �}LL D r� �� 1 L / S 91� 1#Vdp 'Sc [-T 51-6l0 O/s/ v . 7S 0 Alm- L - U 10 TD2? C Q V IeS G= �/= L 49WEM L F 11,,f -!�' s Al " C P ,e'T 4-1 rT F S.V dN C l��E S I hereby certify that I have inspected -all the above work. Unless otherwise n.oted-I have found this wor-k to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. Date Signature of Inspector 0 'C I T Y SPECIAL INSPECTION: r No. Wk Ending:. 3-2`/-k `l O F C A. R L_S B A'D - -1-,9_> INSPECTORS WEEKLY INSPECTION REPORT: - Covering work 'performed-requirina approval of special inspection. �. Reinforced concrete Pre -stressed concret.e reinforced masonry structural steel assembly_ _pile driving fabrication.--glue- lam other ---- J o b Ad d r e s:-z5'.5'lr � e ,ram/No 1z��L Owner'or Project Name: �; C PEi✓�V° Zco, / e, Bldg. Permit N0. 5-7y Engineering: ff3g,/yArchitect Kgajq/ -so RElUsaAl Genera 1 Contractor A414L/F r 5E1/6!Rs.d,f/ Contractor .doing work — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Construction Material )Grade., Type, Etc.) Desi,g'n Strength So,.urce or Manufacture Lab Receivin,cL and Testing Samples lt"TF m/X5DTES Z-17 Material 'Mix desi.qn, Grade of Re -Bar - Struct-ura-1 steel - weld ro-d, etc. 6 9 -- f 2-4 Insp-ectfon date: LOCATIONOf WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. 0119CP Z LAUIER L 6-Vel- COGUfti 1U !/!/S!!�� ,S®Miff_ �;�V�R/�i�Cts 1717�iP PBC&C7;, 7 a� }�Qf/R.FV PE1i'//v/b-7 �007% - S' 0/1"i `�L /�t/F F/rVAl �� C, ©/V !?mil 5 VAI rD G z a - Cr- /%'O U�.1> 174( PO DT1A1G66t �P �i10�`� �L S ® A,0 U,f_-P -7 EO D T_S �P R 7`'� ( f i�F EX cP T I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sectiours of -the governing Building Code. Date Signature of Inspector 4. No ' S Wk Ending:.��Zz-6y • •C I T Y O F •C A R. L S B A, D SPECIAL INSPECTION: INSPECTORS -WEEKLY INSPECTION REP-O.RT: Covering work performed requirin-a approval of special inspection. ^fC Reinforced concrete Pre -stressed concrete reinforced masonry structural steel assembly_ __pile driving slue - lam fabr� anon other ---- -- Job Ad dress : 2 S�� 21 c9,01N0' Owner'or Prject Name:rC, wly ,Id-ZIoBldg. Permit N0. E n g i n e e r i ng:SgNCOIV t �7-,oh11VYa1V A r c h i test. vll�M -FSOR�.(/soi✓ General Contractor M,LLIZ e SE ,62e-SO / Contractor doing work M/z tip —_ Construction Material )Grade, Type, Etc.) DesignStrength �E/�yFo/z c �v �o�vc��;�-� 3 �00 �S / • Source_or-Manufacture Lab Receiving and Testing Samples 10 X e,0 C eA1C"7 E 5014 � AI1-27-"1,1JL LAI' Mater.ial_(-Mi.x design, Grade of Re -Bar - Structural steel - weld rod,_ etc.) 2 6- .3 HG V ff 0 00 D T.ns-pec'tion date: LO-CA ION- OF WORK, job problems, test samples, work rejected, progress; amount of labor, remarks, etc. pet/R�D SPl��/�� FDoi I�iGS li AIZZ- /-DDT/ASS TO u� L /�t/E. iZLSO 7-1v'D ,cee7W/Gs %ItIs'l ,6 ..SOdT"1-1 . T `L /A/E 0 T I hereby certify, that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections, of the governing But ding Code. Date Signature of Inspector No - `�Wk Ending /� 9 'C I T Y O F C A R L S B A D. SPECIAL INSPECTION: INSPECTOR-S-WEEKLY IN-SPECTI'ON REPORT: Covering work performed requiring approval of special inspection. _Reinforced -concrete Pre -stressed concrete- reinforced mas-o-nry structural steel assembly pile driving glue - lam fabrication other ---- Job Address: 2r-r'r' EL Cf3ti//it/D1=� Owner or Project Name: s?; Cl P�if/A/�7Gy/`/A1Bldg. Permit N0. 0-7� Engi n e e r i ng-: OZ LV e::W A-rc.hi tect General Contractor AVZ- LLB Contractor doing work 14 Construction Material )Grade, Type, Etc.) Design-Strenqth - Al b- / F-V ZE CONc f 1:-;---7"& S, 991:2 .D Source or Manufacture Lab Receivinq and Testing Samples Material (Mix desiqn, Grade of Re -Bar —Structural steel - weld -rod, etc.) Ins:p,e-c°ti.o.n date: -LOC-AT.ION- OF W-O'R"K,- job problems, test samples, work rejected, progress; amount -of labor, remarks, etc. ld(s �',��1 ce,p /�L /�r�1✓r D/� ,lZ/=1�ift= d�c i/r�� s �"L E� € ��2ey�lZ� r��: -o4 - 42.4 � L-2 -Z -Z L-5 M - 5 N-C--z a:T 14-3.'.r'T k- z ,ru_9- S l 2 �� E/ T/D _ Tff� L L_ S 5 UI L. D 1V152- 41AZP rx� /:;- .So 6z7-- fir- Tr-z/s HZy .r o / ' r► ,/ � iri � � � r I / J W�IWAWIOI / �► / / .i r I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and appl'icabl-e sections of the governing Building Code. _�7_ Date Signature of Inspector No. Wk Ending: 'C I T Y O F C A -R L S B.A D SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION R-EPORT:- Covering.work.performed requiring approval of special inspection. X- Reinforced concrete Pre -stressed concrete X reinforced masonry structural steel assembly____ - pile driving alue- lam fabwicatio-n other ---- Job Address: 2 555 EL. CAMINO REAL' Own.er'or Proj.edt'Name: - J.C-. PENNEY,0Q. _Bldg. Permit NO.h�-Z7 E n g..i n e e r i n g: JOHNSON - A r c h i t e c t KRUM & SOR000 G e n e r a l C o n.t r a c t o r' MILLIE- & SEVERSON Contractor doing, work SAME _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Construction Material )Grade, Type, Etc.) Design Strength CONCRETE MASONRY. REBAR 30GO 2000 40,000)& 60„000 Source or Manufacture Lab Receiving and Testin:.q-Samples. PRE MIXED CONCRETE MODERN BLOCK SOULE STEEL SOIL AND MATERIAL: TESTING LAB Material. -Mix design, Grade`of Re -Bar - Stractural steel - weld rod, etc. Inspection date: LOCATION OF WORK, jo-b' problems, test samples, work rejected, progress, amount of labor, remarks, etc. PLACED REINFORCING STEEL & CONCRETE IN INTERIOR -COLUMN FOOTINGS ON LINE'S B, C, D,.E&F. ALSO) 7 &; 8 ON G LINE (37, TOTAL) - PLACED REINFORCING STEEL.& CQN.CRETE IN WALL. FOOTING ON L LINE FROM EAST 'SHOW WINDOW TO K. 5 LINE AND ON. 1 LINE.. BETWEEN. WEST SHOT WINDOW AND-&- 4 LINE , ALSO, IN ZZNDERE'r�iNtENG FOO Er AT. D 11 LINE* kURED LOWER: LEVEL .COLUMN:" S G„7 & .8. ON S,K,L vMcirN. LINE "S ALSO COLUMN, X--2 MASONS AVE,- COMPLETED BLOCK WALL U, P TO FOUR FT. ELEV., ON. 1 LINE. FROM K TG P LINE.AND ON R LINE -FROM 1 TO 4..5 LINE.. THIS INCLUDES TWO BAY'S BETWEEN 3.1 AND 4...5, LINE THAT HAVE- BEEN CHANGED FROM CONCRETE TO MASONRY.. FEB 1. ', 1999 -CITE' OF D I SBA Building Department I hereby certify that I have inspected all the above work. Unless otherwise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. 2--IS- Date Signature of Inspector 6 C I T Y O F C A R L S B A D No: Wk Ending: -2- r A SPECIAL INSPECTION: INSPECTORS WEEKLY INSPECTION REPORT: Covering work performed_ requiring approval of special inspection. Reinforced concrete Pre -stressed concreteeinforced masonry structural steel assembly pile driving slue lam fabr� aton other ---- Job Address: E L CIMVIV6 RE/�L Owner -or Project Name: T C, P&--1V6-Y .5'T�i 134VG Bldg. Permit NO. E n g i neeri n g : A&A!A t! A r c h i t e c t ifR11/qLt4 0/F&-/,/SD4J General Contractor Se!/'F/?5b1V Contractor doing work r /11 Construction Material )Grade,— Type, Etc.) Design Strength�� Source or Manufacture Lab Receivinq and Test1nq Samples fSM114CD --' 440 A-44 R /- e 6 /f - S SE'/L Material Mix design, Grade of Re -Bar - Structural steel - we dd rod, etc. Inspection date: LOCATION OF WORK, job problems, test samples, work rejected, progress, amount of labor, remarks, etc. RFD RC //(.'I`elgcC 9 r-cA (r I r,4 Fc'�T1 s �� C /ti%t s r �� L i /1./� � � 2 'ram �z �h. /. r,IE..S �� 9 moo. r9O M,q1. OA4S L)VP /_sT # C r��s� s QF flLQCfl W#LL OAI "P 4 rlt:/E F f0/0 3 5„ U e. rr1h / ri 7 L. 11Vc 1I�r1�y�'tid l L. //( F/'��t<1 . /�' /V L di1�t 8 /� C Rd't i D� I hereby certify that I have inspected all the above work. Unless other�-,ise noted I have found this work to comply with the approved, plans, specifica- tions and applicable sections of the governing Building Code. M D z, t 4 _ __� tSignatureof Inspector �.� _------ UO AA ir IL Y'1�4y Ltrl7► of - _ . ` ' . ' • - _ ��I....ir,.. �n,'4L- w..a.Jf. r. �C_(`r. :,�'. ,-w+.. new ¢........ ._ •,-r. ��" ;_ � • '_ - � �, -,• �' - � 41 421 eld