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Home My WebLink About2901 OCEAN ST; ; CB920053; Permit01/16/92 lC.:4.:: B 11 r 1 n r N G 1-E R M T T P rm1t N,: l'f-\9 c, Pr , ect P.:1gf-' l c t 1 Job Address: .!901 OCEAN ::,' lcrm1t 1yp•: MISCELLANEO'IS P reel No: 2C.3-i34-01-c o V1luat1on: 5,ooo Construc-t1on 'Iype: Vl >c-cttp:1ncy G.:.c up: <'la::-s c,>d"': INTF-.RIOR Str: DevE.: l >pmt:->n t Fl: Str: ct { /10 5950 01/16/92 0001 01 1.C-PRHT 02 Je~cription: 200 LF LOWER LEVEL : FOOT[NGS PREPARING FOR Bt::ACH A<~CESS A[.J -:)( : Apt/I~sue: I 72-00 .. / 01/ b/'-l Appl/Ownr : ROWE, CHARLES PO BX 142 CARLSBAD, CA A 'A A fees Reqll1red Fees: Adju!..tments: Total F1:-es: Fee description Miscel!aneous Fee , MISCELLANEOUS TO AL 4343125 Val1(lat1->ri By: .00 • (I ) 7 .. 00 ,r .. Ext fee ::>at .... ----------------72.00 72.00 INSP. ~'o:TE __ , CLEARANCE _____ , CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92()()() (619) 438-1161 SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE St. Tropez West Condominiums SCS&TFILENo. 9112158 PERMIT No. 91-000552 I.R. No. 10 PLAN FILE No. PROJECT LOCATION 2901 Ocean Avenue, Carlsbad ARCHITECT Eric Fotiadi AIA Associates ENGINEER Eric Fotiadi AIA & Associates GENERAL CONTRACTOR St. Tropez West SUB CONTRACTOR California Builders 02/05/92 A. Avilez 537 DISTRIBUTION: Time Arrived: 1050 Time Departed: 1800 Reinforced Concrete Reinforcing Steel; ASTM A615, Grade 60 Palomar Transit Mix Design #C564CWP4, 3000psi Inspected reinforcing steel placement for grade beams and pier footings at the following locations: Grade beam type 1 line A-B/3.7-5.2, D.7/4.3-6.7, E.2/5-7, 7/0.7-F. Interior footings -line J/E-E.5, C-D.7/4, 5.9/D.7-E.2 Piers at various locations thoughout foundation (9 total). Inspection for size, grade and location of reinforcing steel appears to be in accordance with the approved plans. Witnessed the placement of 69 cubic yards of concrete at the above listed locations. Concrete was pumped into position and consolidated using a mechanical vibrator. One set of four concrete cylinders were fabricated. Slump and temperature test were performed for concrete placed at grade beam 1 line A/32. The result as as follows: Slump = 3-3/4"; Concrete temperature = 70 degrees; Air temperature = 65 degrees. Concrete placed on this date appears to be in accordance with the approved plans. *Note: Line B/5.4 grade beam constructing joints left at lower locations, engineer approved for horizontal joint in grade beam and being to adjacent cold joint. Acceptance by Southern California Soil and Testing pending approval by structural engineer. (4) St. Tropez, Attn: Charlie Roe ( 1 ) City of Carlsbad SOUTHERN CALIFORNIA SOIL & TESTING, INC. ( 1 l McCarthy Concrete REVIEWED BY: (/_., --~~-" SAVEDFILE#,REPORT# 2158R10 ( SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4S44 COMPRF.SSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 PROJECTTITLE St. Tropez West Condominiums PROJECT LOCATION 2901 Ocean Street, Carlsbad ARCHITECT Fotiadi & Associates ENGINEER CONTRACTOR St. Tropez DATE: Jan. 27, 1992 [xi CONCRETE (ASTM C39) 0 MORT AR (UBC 24-221 0 GROUT (ASTM C10191 PERMIT No. CB920053 0 PRISMS (ASTM E44 7) □ PLAN FILE No. A9101499 LOCATION IN STRUCTURE Gra de beams and interior footings south Concrete Temperature: 67° MATERIAL SUPPLIER Palomar Transit ADMIXTURE(S) l4RDA 79/Daravair MIX DESIGNATION C564CWP4 TIME IN MIXER, MINUTES 80 SLUMP, INCHES 3-1/2 SAMPLES FABRICATED BY CJH SAMPLES TESTED BY LABORATORY No. MARK DATE MADE DATE RECEIVED ORB A 8323 01-17-92 01-18-92 TRUCK No. 94 TICKET No. 659181 8324 8325 8326 Discarded DATE TESTED DIAMETER, INCHES 01-24-92 02-14-92 02-14-92 6.00 AREA, SQUARE INCHES MAXIMUM LOAD, LBS COMPRESSIVE STRENGTH, PSI AGE TESTED, DAYS REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) 28.27 80,500 2,850 7 3,000 DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) Mc~arthy_ Conc~ete 121 ,50() 4,300 28 -- 123,750 4,380 28 SOUTHERN CALIFORNIA SOIL & TESTING, INC. Michael B. Wheeler, R.C.E. #45358 -· I ,,. SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 7464544 COMPRF.SSIVE STRENGTH TEST REPORT FILE NUMBER 91 12158 PROJECTTITLE St. Tropez ~/est Co ndomi niums PROJECT LOCATION 2901 Ocean Street, Carl sbad ARCHITECT Fotiadi & Associates ENGINEER CONTRACTOR St. Tropez DATE: Jan. 27 , 1992 ~ CONCRETE (ASTM C39) 0 MORT AR (UBC 24-22) 0 GROUT (ASTM C1019) PERMIT No. C8920053 0 PRISMS (ASTM E44 7) □ PLAN FILE No. A9101499 LOCATION IN STRUCTURE MATERIAL SUPPLIER ADMIXTURE(S) Grade beam and interior f ootings so uth Pa lomar Transit Co ncrete Temperature: 73° MIX DESIGNATION TIME IN MIXER, MINUTES SLUMP. INCHES SAMPLES FABRICATED BY SAMPlES TESTED BY LABORATORY No. MARK DATE MADE DATE RECEIVED B WRDA C564CWP4 160 3-1/2 CJH ORB 8327 01 -17-92 01 -18-92 TRUCK No. 71 TICKET No. 659255 8328 8329 8330 Di scarded DATE TESTED DIAMETER, INCHES AREA.SQUARE INCHES MAXIMUM LOAD, LBS COMPRESSIVE STRENGTH, PSI AGE TESTED, DAYS 01 -24-92 02-14-92 02-14-92 6.00 REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) DISTRIBUTION (4) St. Tropez 28 .27 81,000 2,870 7 3,000 ~1) City of Car l sbad (1) McCarthy Consrete 123,000 4,350 28 .,.,_ 124,750 4,410 28 SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEWED BY: /, :L ~ ¾L& Michae l B. Wheeler, R.C.E. #45358 I SOU'I'HERN CAJJFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4321 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRESSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 PROJECTTITLE St. Tropez ~/est Condominiums PROJECT LOCATION 2901 Ocean Street, Carlsbad ARCHITECT Fotiadi & Associates ENGINEER CONTRACTOR St. Tropez DATE: Jan. 27, 1-992 [xi CONCRETE (ASTM C39) 0 MORT AR (UBC 24•22) 0 GROUT (ASTM C1019) PERMIT No. CB920053 0 PRISMS (ASTM E44 7) □ PLAN FILE No. A9101499 LOCATION IN STRUCTURE MATERIAL SUPPLIER ADMIXTURE(S) Grade beam and interior footings south Palomar Transit Concrete Temperature: 73° WRDA MIX DESIGNATION C564CWP4 TIME IN MIXER, MINUTES SLUMP, INCHES SAMPLES FABRICATED BY SAMPLES TESTED BY LABORATORY No. MARK DATE MADE DATE RECEIVED DATE TESTED DIAMETER, INCHES AREA, SQUARE INCHES MAXIMUM LOAD. LBS B COMPRESSIVE STRENGTH, PSI AGE TESTED, DAYS 160 3-1/2 CJH ORB REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) DISTRIBUTION 8327 01-17-92 01-18-92 01-24-92 6.00 28.27 81,000 2,870 7 3,000 (4) St. Tropez (1) City of Carlsbad (1) Palomar Transit (1) McCarthy Consrete 8328 TRUCK No. 71 TICKET No. 659255 8329 8330 ,, SOUTHERN CALIFORNIA SOIL & TESTING, INC. REVIEYi~d!~ Michael B. Wheeler, R.C .E. #45358 -· I SOU'l'HERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627, SAN DIEGO, CA. 92160 (619) 280-4.121 747 ENTERPRISE STREET, ESCONDIDO, CA. 92025, (619) 746-4544 COMPRF.SSIVE STRENGTH TEST REPORT FILE NUMBER 9112158 DATE: Jan. 27 , 1992 00 CONCRETE IASTM C39) PROJECT TITLE St. Tropez West Condomi niums □ MORT AR (UBC 24-22) PROJECT LOCATION 2901 Ocean Street, Carl sbad □ GROUT (ASTM C1019I ARCHITECT Fotiadi & Associates CB92005 3 □ PRISMS IASTM E44 71 PERMIT No. ENGINEER □ CONTRACTOR St. Tropez PLAN FILE No. A9101499 LOCATION IN STRUCTURE Grade beams and interior footings south Concrete Temperature : 67° MATERIAL SUPPLIER Palomar Transit ADMIXTURE(S) l~RDA 79/Daravair MIX DESIGNATION C564CWP4 TIME IN MIXER, MINUTES 80 SLUMP, INCHES 3-1/2 SAMPLES FABRICATED BY CJH SAMPLES TESTED BY LABORATORY No. MARK DATE MADE DATE RECEIVED DATE TESTED DIAMETER. INCHES AREA,SQUAREINCHES MAXIMUM LOAD, LBS A COMPRESSIVE STRENGTH, PSI AGE TESTED. DAYS ORB REQUIRED 28 DAY STRENGTH, PSI UNIT WT.ICU. FT. (PLASTIC) 8323 01-17-92 01-18-92 01-24-92 6.00 28.27 80,500 2,850 7 3,000 DISTRIBUTION (4) St. Tropez (1) City of Carlsbad (1) McCarthy Concrete (1) Palomar Transit 8324 TRUCK No. 94 TICKET No. 659181 8325 8326 ., SOUTHERN CALIFORNIA SOIL & TESTING, INC. Michael B. Wheel er, R.C.E. #45358 -· ! SOUTHERN CALIFORNIA SOIL & TESTING, INC. 6280 RIVERDALE STREET, P.O. BOX 600627 SAN DIEGO, Ca. 92160, Phone (619) 280-<021 747 ENTERPRISE STREET, ESCONDIDO. Ca. 92029, Phone (619) 746-4544 FIELD INSPECTOR REPORT PROJECT TITLE St. Tropez West Condominiums SCS&T FILE No. 9112158 1.R. No. 9 PROJECT LOCATION 2901 Ocean Avenue, Carlsbad PERMIT No. CB920053 PLAN FILE No. A9101499 ARCHITECT Eric Fotiadi AIA Associates ENGINEER Eric Fotiadi AIA & Associates GENERAL CONTRACTOR St. Tropez West SUB CONTRACTOR California Builders 1 /1 7 /92 C. Hand 495 DISTRIBUTION, Time Arrived: 0700 Time Departed: 1600 Reinforced Concrete Reinforcing Steel; ASTM AG 15 Palomar Transit Mix Design #C564CWP4, 3000psi Observed the placement of 72 cubic yards of concrete in the areas listed below. Concrete was pumped into footings and consolidated by means of a mechanical vibrator. At approximtely 12:30 the pump broke down and there was a full load of concrete on the job. By the time the new pump arrived the load of concrete was over two hours old and they had to add 1 5 gallons of water. I informed the contractor of this and he chose to use the concrete. I fabricated one set of four test cylinders from this load and performed a slump test = 3-1 /2" and temperature = 73 degrees. I also fabricated one set of four test cylinders from an earlier load; slump = 3-1/2"; temperature = 67 degrees. Inspected the reinforcing steel in the following locations for size, grade, spacing and clearance. 11 Grade beam line 0.7, between lines 1 and 5. 2) Grade beam line 1, between lines C and F. 3) Grade beam line C, between lines 1 and 3. 4) Interior footing line 2. 1, between lines C and F. 5) Interior footing line 3, between lines A and D. 7 6) Interior footing line E.2, between lines 1 and 3. 7) Elevator Pit. There is a definite possibility of there being a cold joint in the following areas due to the pump braking down; 1) Grade beam -line A, between line 1 and 3.5. 2) Interior footing -line 3, between lines A and 0.7. 31 Grade beam -line 0.7, between lines 2 and 3. 4) Column footing -line E and 2. 1. To the best of my knowledge, the reinforcing steel that was inspected conformed to the approved plans. (4) St. Tropez, Attn: Charlie Roe I 11 City of Carlsbad SOUTHERN CALIFORNIA SOIL & TESTING, INC. I 11 McCarthy Concrete ~IEWED BY, /7 / 1 -:::: _, L n £&. SAVED FILE#. REPORT# 2158R9A (/James E. Oliverson -