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HomeMy WebLinkAbout2175 CAMINO VIDA ROBLE; ; 75-67; PermitPERMIT APPLIi City of CARLSBAD, CALIFORNIA 92008 Phone 729-1181 Permit No JOB ADDR ESS 1/j /"V .„-- / ^ v *» /,•'/* .j-i t. -9B"W LOT NO. BLK - LEGAL -- \ OESCR. / • 2 /•:".. ^ T., ^ , /^ , CONTWTO* ^ *4£T Af, ffisrssfrjfog. 4 4 " '7 / / - - J ^-'••V vA, , ''' . , - < '<,^V*>\ • > 5 COMPENSATION INS. CARRIER ' . j» fj I 'f '^f it t f'f f -'•X'Jrf. ** J 7 l« U9C OF BUILDING f1 7, L ./..„*_ £V, •v-/8 Class of work: J&NEW D ADDITION 9 Describe work: A./- / < 1- ASSESSOR'S 1 / / £* PARCEL NUMBER TRACT . " BOOK PAGE PAR. . , (FHSEE ATTACHED SHEET! C*- - "/ ~'- * t ' / f";'^ "^ t ' MAIL ADDRESS ZIP PHONE •WBUh** * ""* MAIL ADDRESS L/Jf ^HMJE LICENSE NO. STATE CITY / PHONE^rf."-* p- * - - LICENSE NO.^r jjP"'?? f/f MAIL ADDRESS IWDNE "" LICENSE NO. MAIL ADDRESS B"*Nyt-*a ^ - SU^.f^fet^t^^t^.-^f^; D ALTERATION D REPAIR D MOVE D REMOVE i 10 Change of use from • Change of use to 11 Valuation of work: $ _J5O^ <C/^ / SPECIAL CONDITIONS: ^e j APPLICATION A^OtPTEDBY CLAMS CHtCKEO 6Y ^J^jff' * s NOTICE SEPARATE PERMITS ARE REQUIRED FOR E ING, HEATING, VENTILATING OR AIR CONDI THIS PERMIT BECOMES NULL AND VOID IF V TION AUTHORIZED IS NOT COMMENCED Wl' CONSTRUCTION OR WORK IS SUSPENDED OR PERIOD OF 120 DAYS AT ANY TIME AF MENCED. 1 HEREBY CERTIFY THAT 1 HAVE READ A APPLICATION AND KNOW THE SAME TO BE 1 ALL PROVISIONS OF LAWS AND ORDINANCTYPE OF WORK WILL BE COMPLIED WITH VHEREIN OR NOT, THE GRANTING OF A PRESUME TO GIVE AUTHORITY TO VIOLA PROVISIONS OF ANY OTHER STATE OR LOCA CONSTRUCTION OR • THE PERFORMANCE SlfiNATUME Or'fiONTftACTOfl OH AUTHORIZED AQENT SIGNATURE OF OWNER (IF OWNER BUILDER) M APPRflW D FOR ISSUANCE BY iff LECTRICAL, PLUMB- riONING. WORK OR CONSTRUC-FHIN120DAYS, OR IFABANDONED FOR ATER WORK IS COM- ND EXAMINED THIS"RUE AND CORRECT.ES GOVERNING THISVHETHER SPECIFIEDPERMIT DOES NOTTE OR CANCEL THEL LAW REGULATINGOF CONSTRUCTION. (DATE) (DATE) PLAN CHECK FEE S f$f% f{)PERMIT FEE $ / ^ "j MICRO FILM FEE Type of ^f. / Occupancy ^ A^— Const. I/ •» fTf Group f*~ "" ^^ / jf %n^f Size of Bldg. ""^ /"»-• r No- of J Max. (Total) Sq. fl-^TJ^> Stories f Occ. Load *aS* Fire **» Use -™^ J&J\ Flre Sprinklers -•_..*-• ^one sfilL Zone (L*' r * Required Qves ^C?No OFFSTREET No. Of jF"""*\ Dwelling Unlti f J Covered Special Approvals*" " Required PLANNING DEPT. HEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) ENGINEERING DEPT. WATER DEPT, PARKING SPACES: No. Sg. Ft. Open Received Not Required WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.'M.O.CASH PERMIT VALIDATION CK.M.O.CASH INSPECTOR O INSPECTION RECORD FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL DATE REMARKS : , , , .. - v INSPECTOR \ t USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 3 — ^ — 75 Checked Vault wa 11 g t ?** ^ b** f or ** JQII t f*r f °rm %PP V^e4T ^ - Plud 3-31-75 O.K. to Pour Footings piers north south and East. E. Plude 5-15-75 Honk nn prefab. (L. K. B^ Nelson _5--3Q-7_5_ O.K. toerout too all Jwalls_.^B. Nelson ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. PhOne 7 29-11811f^ Permit No ~D CD •JOB ADD* (S3 2175 CAHINO VIDA ROBLE, CARLSBAD ATTACHED SHEET) MAIL ADDRESS PACIFIC TELEPHONE CONTRACTOR MAIL ADORESS LICENSE NO. OWL EtECTRIC COMPANY 502 10TH AVENUE 879* ARCHITECT OR DESIGNER MAIL ADDRESS LICENSE NO. EN6INEER MAIL ADDRESS LICENSE NO. 'MAtt ADDRESS USE OF BUILDING 8 Class of work: LjjNEW D ADDITION D ALTERATION G REPAIR 9 Descfibework:ELECTRICAL PERMIT FEES SPECIAL CONDITIONS: ISSUANCE StCH PERMIT No.Each Fee APPLICATION ACCEPTIJJpB PLANS CHECKED BY APPROVED FOR ISSUANCE BY N EW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER „ 800A .25 NOTICE THIS PERMIT BECOMES NULL ANO VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERlOp OF 120 DAYS AT ANY TIM? AFT^R WORK IS COM- MENCED. r >' ' ^ I HEREBY CERTIFY THAT ) HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NEW SERVICE ON EXISTING 8LDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN 5ERVlC INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. 7/25/75 TEMP. SERVICE OVER 200 AMP. PER 100 ilaNATURE OF CONTRACTOR OM AUTHORIZED AflCNT MINIMUM PERMIT FEE TOftt 200. 202.30 WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT CK-M.O.CASH PERMIT VALIDATION CK.M.O.CASH INSPECTOR ELECTRICAL PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only. PhOf1G 7 29-1181 Permit No. -D CD JOB ADDRES3 2175 CAMIMO VIDA SOBtE. CARLSBAD. CA. ATTACHED SHEET) OWNER MAIL ADDRESS 2 PACIFIC TELEPHONE C TELEGRAPH CONTRACTOR 3 OWL ELECTRIC COMPANY MAIL ADDRESS License MO. 502 10TH AVBWE ARCHITECT Oft DESIGNER MAIL ADDRESS LICENSE NO. MAIL ADDRESS LICENSE NO. MAIL ADDRESS USE OF BUILDINC 8 Class of work: D NEW D ADDITION & ALTERATION D REPAIR 9 Describe work: TEMPORARY METER PERMIT - FOR LIGHTS TO WORK BY. SPECIAL CONDITIONS: PERMIT FEES ISSUANCE OF EACH PERMIT No.Each Fee APPLICATION ACCEPTED BY:..PLANS CHECKED BY APPROVED FOfl ISSUANCE BY NEW CONSTRUCTION, FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED, WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF $«0 DAYS AT AN*-TIME-AFTER WORK IS COM-MENCED. T '---— - '" •-*;• ~ I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO, BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR JlOT, THE GRANTING OF A PERMIT DOES NOTPRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR'DOCAL LAW REGULATINGCONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE[rr-sERvictT FOR €A. ^PERE XJF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 SlSHATUME OF CONTRACTOR OK AUTHORIZED ABCNT MINIMUM PERMIT FEE 7CO SICNATUBE OF OIHNCR (IT OWNER •DILPER'l IQATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. DECEIVED MAY 12 1975 CITY OF CARLSBAD Building Department PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only.Permit No.79-5-02. JOB ADDR ESS MAIL ADDRESS CONTRACTOB MAIL ADDRESS LICENSE NO. STATE CITY ' » I L ADDRESS MAIL ADDRESS LICENSE HO. MAIL ADDRESS USE OF BUI LDINS 8 Class of work: £TNEW D ADDITION D ALTERATION D REPAIR 9 Describe work: PERMIT FEES No.Type of Fixture or Item Fee SPECIAL CONDITIONS:WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP. DISHWASHER APPLICATION ACCEPTED BY PLANS CHECKED BY FOR ISSUANCE BY LAUNDRY TRAY CLOTHES WASHER WATER HEATER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR APERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. URINAL DRINKING FOUNTAIN FLOOR—SINK OR DRAIN SLOP SINK GAS SYSTEMS: NO. OUTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER CESSPOOL SEPTIC TANK & PIT ROOF DRAINS ~7 SIGNATURE OF CONTRACTOR OH AUTHORIZED AGENT PERMIT SIGNATURE OF OWNER (IF OWNER BUILDER1 TOTAL FEE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH INSPECTOR -TV "' INTERDEPARTMENTAL INFORMATION SHEET IG DEPARTMENT Cfti&DiflG ADDRESS: DATE: 19/4 ING DEPARTMENT ;i2E.J_OT WIDTH.0 A: :'"MilNITS PROVIDED..ALLOWED._PRKG. SPACES PROVIDED. COVERAGE AI i OWED SETBACK SIDE YARD RLHR. HEIGHT REAR YARD .ALLOWED IMENTAL PROTECTION REQ'TS. APElriONAL COMMENTS S/Gti •&.* OCCUPANC DEPARTMENT INDUSTRIAL WASTE Bm/EMENTS SEWER CONNECTIOf GRADING PERMIT DRAINAGE 9> C .CDESCRIPTION CDMMEMTS NR£ DEPARTMENT SYSTEM. *iil7if*ROTECTION EQUIPMENT .FIRE ALARMS. 1 HYDRANTS.LOCATION. TIONAL COMMENTS. DATE .OCCUPANC DEPARTMENT .CARLSBAD.SAN MARCOS. AD©ni©NAL COMMENTS. ISSUE PERM/-i PLANI TO BLG. 't- SENT TO ENG. DEPT. RETURNED TO BLHfi TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX SO985. SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO LABORATORY NUMBER SD30_2795 INSPECTION REPORT DATE May 3Qt 1975 FILE: JOB: #503-68, W.O. #1371 Pacific Telephone & Telegraph 2A ESS Telephone Switching Center Camino Vida Roble (PAGE ONE) ADDRESS: Carlsbad, California INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR:Vic Ross Masonry coNTRACTOpArt A. Gussa, Inc. SHOP FIFLP XXX PLANT DATE REG. MRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 5/27/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR Roy A. Johnson DATE 5/28/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 5/29/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: Concrete Block: Mortar: Grout: ASTM A615, Grade 40. ASTM C90, Grade A. Type "S", 2000 psi. Mix PR-903M (6.5 sks, 2000 psi) Inspected building of concrete block walls on Lines 1 (A to E) and E (1 to 3) to a height of 8*8". Horizontal and vertical reinforcing installed, as shown on approved plans. Inspected building of the 2nd, 4" lift, of concrete block walls, on Lines 3 (C.5 to E) and C.5 (3 to 7). Sampled mortar used and made one set of 3 test specimens, marked PTT Bldg. Carlsbad, 5/28/75. Checked reinforcing and the grouting of the 2nd, 4' lift of all walls Seven cubic yards of Grout Mix #PR-903M with "Suconem" waterproofing used. Sampled grout and made one set of three test specimens, marked PTT Bldg. Carlsbad, 5/28/75. Inspected building of the 3rd, 41 lift of block walls on Grid Lines A (1 to 9), 1 (A to E) and E (1 to 3.). TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)229-9641 FORM t Jf SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO LABORATORY NUMBER Srj30-2739 INSPECTION REPORT DATE May 29, 1975 FILE: No. 503-68, W.O. No. 1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center Camino Vida Roble ADDRESS: Carlsbad, California (PAGE ONE) INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR: Vic Ross Masonry CONTRACTOR: Art A. Gussa, Inc. F.rin XXSHOP.PLANT. DATE REG. Hup. O.T. MRS. REINSP. MRS. INSPECTOR DATE V19/75 REG. HRS. ^.0 Miles: 70 REINSP. HRS. INSPECTOR Bernard R. Wacenske DATE REG. HRS. O.T. HRS. Miles: INSPECTOR 5/20/75 2.5 70 DATE 5/21/75 REG. HRS. 8.0 O.T.HRS. 0.5 Miles: 70 INSPECTOR DATE REG. HRS. O.T. HRS. Miles: • INSPECTOR 5/22/75 8.0 0.5 70 Block: Mortar: Reinf. Steel: Grout: ASTM C-90. 1 cement, 3 sand, 1/4 lime, 2000 psi ASTM A615, Grade 40. Mix PR903M (6.5 sk., 2000 psi). Due to rain, informed Vic Ross Masonry the blocks are too wet to place. Started masonry approximately 10:30 a.m. Inspected the placing of two #5 horizontal reinforcing steel bars on first course of block for north, east and west walls. Inspected the masonry wall leads at northeast, northwest, and southeast corners 0* to 4' and west wall, first and second courses. Three mortar samples taken and marked PTT #3, located in west wall, 201 north of southwest corner. Rain during the night and morning, blocks too wet to place. Picked up and delivered three mortar samples to the laboratory for testing. Reinforced masonry inspection, l'-0" to 4'-0I! east wall and 0'-4" to 4'-0" north wall. Inspected masonry per approved plans Sheet A-5 and A-6, details on A-9, A-10, A-12 and A-13 and general notes on A-14. Mortar was inspected for proper mix design and mixing procedures. Three mortar samples taken and marked PTT #4, located in east wall, ninth course. Inspected - south wall O1 to 4!-4". West wall 0'-8" to 4'-4". Inspected masonry per approved plans Sheet A-5 and A-6, details on A-9, A-10, A-12 and A-13, general notes on A-14. Masonry was inspected for proper placing of blocks, mix proportion of mortar, size, spacing and placement of rein- forcing steel. TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO LABORATORY NUMBER SD30-2739 INSPECTION REPORT DATE May 29, 1975 F|LE: No. 503-68, W.O. No. 1371 JOB:Pacifc Telephone & Telegraph 2A ESS Telephone Switching Center Camino Vida Roble ADDRESS, Carlsbad, California PAGE TWO INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR: yic Ross Masonry CONTRACTOR: Art A. Gussa, Inc. SHOP FIELD XX PLANT „ DATE 5/22/75 REG. MRS. contd. O.T. HRS. INSPECTOR DATE 5/23/75 REG. HRS. g.O O.T. HRS. Miles: 70 INSPECTOR DATE REG. HRS. O.T. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. INSPECTOR Approximately 7.5 cubic yards of PR903M grout was placed in north, south, east and west walls 0' to 4*. Three grout samples taken and marked PTT #1G, located in south 1/2 of west wall. Grout was inspected for proper mix design per general notes, placement and proper grouting procedure. Informed Vic Ross Masonry that Suconem Grout Aid Type II needed to be incorporated in mix design as per general notes. Inspection of east wall, 4'-4" to 8'-4" and north wall 4'-4" to S'-A". Inspected masonry per approved plans, Sheets A-5,and A-6, details on A-9, A-10, A-12 and A-13 and general notes on A-14. Inspected reinforcing steel for proper grade, size, spacing, lap and clearance. Inspected mortar for proper mix design and mixing procedure. RECEIVED JUN 2 1975 CITY OF CARLSBADBuilding Department (1) REPORTED To: (I) (1) (1) CD THC : am Pacific Telephone & Telegraph, Attn:Mr. C. W.Schwieger Mosher, Drew, Watson & Associates, Architects Mr. Morrie Grove, Inspector Art A. Gussa, Inc. City of Carlsbad Building Inspection Dept. / / '&•*$ '•' f 4 ' f MS-TIN" RE vitiate T. x^^" /)& ENGINEERS, °^y~~~7/ //if^^t- /- f H. Chapman, R. INC. E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD30-2619 INSPECTION REPORT DATE May 20, 1975 F,LE: 503-68, Permit #75-67, W.O. #1371 JOB:Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS: 2175 Camino Del Roble, Carlsbad, California INSPECTION OF Reinforced Masonry and Structural Steel Assembly FABRICATOR OR ERECTOR: Enniss Steel, Inc, CONTRACTOR:Art A. Gussa, Inc. SHOP FiELn XXX PLANT DATE REG. MRS. O.T. MRS. REINSP. HRS. INSPECTOR DATE 5/13/75 REG. HRS. 4.5 O.T. HRS. REINSP. HRS. INSPECTOR Clifford S. Read DATE 5/14/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR DATE 5/15/75 REG. HRS. 4.0 O.T. HRS. REINSP. HRS. INSPECTOR Frank Miller- DATE 5/16/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR Bernard Wacenske Structural Steel: Electrode: Certified Welder: Reinforcing Steel: Mortar: Block: ASTM A36-70a. AWS E7018. A. Pimental, Chester Wyckoff, ASTM A615, Gr. 40. Type S 1:3:1/4 2000 psi. ASTM C-90, Grade A. Visually inspected setting and tack welding of modules #1 and #2. Permanent welds not made because Contractor did not have a drying oven for low hydrogen electrodes. Rod storage oven in use at jobsite. Visually inspected welding per Details 1 & 2 A/9, modules to base plates, Lines "A", 1 to 9; "B", 8 to 9 & "C", 1 to 8 and all roof joining and grounding plates, per Detail 3/A6. Inspected welding on four corners of module to steel base plates, weld was type and size indicated on drawing Detail 1/A9. Welder was observed for technique and workmanship consistent with code quality weldments. Location of welds, Power Service Module Grid Lines 1 & 4 at "D" & "E". Reinforced masonry inspection of north wall. Inspected the north starter wall for proper cleanliness and lay-out of dowels. Inspected the 1st course of masonry for proper lay-out, type of block, proper mixing proportion of mortar and proper location of control joints. REPORTED To Pacific Telephone & Telegraph, Attn: Mosher, Drew & Watson, Architects Mr. Morrie Grove, Inspector Art A. Gussa, Inc. City of Carlsbad , ,£**•'{/ -3>-.' f' Mr. C.W. Schwieger THCrms TESTING RE Thomas H. Chapma #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO LABORATORY NUMBER SD30-2026 INSPECTION REPORT DATE April 8, 1975 FILE: #503-68, W.O. #1371, Permit #75-67, P.F. #385 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center Camino Vida Roble ADDRESS: Carlsbad, California INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR: Art A. Gussa, Inc CONTRACTOR: Art A. Gussa, Inc. SHOP FIELD ..._XXX_.__ PLANT DATE REG. MRS. O.T. HRS. REINSP. Hns. INSPECTOR DATE 3/31/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR D. Zimmerman DATE 4/4/75 REG. HRS. 4 . 5 O.T. HRS. REINSP. HRS. INSPECTOR David Akers DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel:ASTM A615, Gr. 60 & 40, Inspected reinforcing steel for starter wall footings and dowels projecting from footings into starter walls on Line 1, Line "B" to "E"; Line 4, "C+M to "E"; Line 8, "B" to "C+"; Line "C", 1 to 8; Line "D", 1 to 4, Line "C+", 4 to 8; Line "E", 1 to 4. Reinforcing steel and reinforcing dowels installed per job plans and specifications. Inspected reinforcing steel for stem walls on north, south, and west sides of building. Two discrepancies noted: lacking 2 - #3 stirrups at each pedestal (C/A9) and dried mud on much of the horizontal steel. AIL other reinforcing steel found to be as per plans. " . , \ • .-.- RECEIVED APR 11 1975 CITY OF CARLSBAD Building Department Pacific Telephone & Telegraph, Attn: Mosher, Drew & Watson, Architects Mr. Morrie Grove, Inspector Art A. Gussa, Inc. City of Carlsbad f Mr. C.W. Schwieger THC :ms ^///^^ _, _ . Thomas H. Chapman, R.E. #12882 FORM IB J* TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO FILE No.503-68 SUMMARY OF COMPRESSION TEST RESULTS PAGE- W.O. #1371 JOB P.T.&T. 2A ESS Telephone Switching Center * ADDRESS 2175 Camino del Roble Carlsbad, California YEAR: 1975 Lab. No. C30 1104 DATE CAST MO DA 3/21 LOCATION IN STRUCTURE Cable vault, n. wall at mid section. PTT Carlsbad 1A-B- C. Made by TE1. HECI Mfl CITY OF C Buiid/ng Oe pp-9^i/i ^ ^nnnK/1 1 V Nfi JL -ix *-^)J*T C^C*F{— ?M (JAY ^iTJ? mJ\J\J*J P^l " AnMix Ant 1- Hydro Ann ftiTr IN ULTIMATE COMPRESSIVE STRENGTH. PS! SLUMP IN. 5 JIV1 1*J 1975 API OB* *^^*^Jpartmen1 7-DAY 1450 :D D 2 8- DAY 2720 OTHER TESTAGE 60 -day RESULTS 3020 AND INITIALS 3/28/75 4/18/75 5/22/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (l)^Art A. Gussa, Inc. (yf City of Carlsbad (1) Pre-Mixed Concrete Company TESTING THC;kh MA_,.,.£ f:V I- *fm ,y, m y —, , .MI..-I 11|, , T.H. Chapman/ R.E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985. SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD30-932 INSPECTION REPORT DATE March 25, 1975 FILE: JOB: #503-68, W.O. #1371 Pacific Telephone & Telegraph 2A ESS Telephone Switching Center Camino Vida Roble ADDRESS: Carlsbad, California INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR: Art A. Gussa, Inc CONTRACTOR: Art A. Gussa, Inc. SHOP. FIELD ..^XX PLANT DATE REG. MRS. O.T. MRS. REINSP. HRS. INSPECTOR DATE 3/21/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR James A. Woolf DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Concrete; Mix #PR2334 & PR2308 (6.0 sks, 3000 psi) Reinforcing Steel: ASTM A615, 40 & 60 Grade. Inspected placement of 8 cubic yards concrete in cable vault wall at north end. This mix was used at the base of cable vault walls. Cast one set of three cylinders, marked P.T.&T. Carlsbad 1A, B, & C, slump 5.0". Sample taken at mid-section on north wall in cable vault walls. Reinforcing steel had been approved by inspection at earlier date. Inspected placement of about 30 cubic yards of Mix #PR2308 in remainder of cable vault walls. Cast and marked one set of three cylinders, P.T.&T. Carlsbad 2A, B, & C, slump 4.5". Sample taken at south east wall section in cable vault walls. RECEIVED MAR 2 0 1975 CITY OF CARLSBAD Building Department REPORTED To;(1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) Art A. Gussa, Inc. f of Carlsbad — At_*7* TESTING ENGINEERS. INC. REVIEWED BY. L WLC:ms William L. Cochrane, R.E. #24445 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225.9641 SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD30-790 INSPECTION REPORT DATE March 11, 1975 F.LE: #503-58, W.O. #171, Permit #75-67 JOB: 2A ESS Telephone Switching Center Pacific Telephone & Telegraph 2175 Camtno Del Roble ADDRESS: Carlsbad, California INSPECTION OF Reinforced Concrete FABRICATOR OR EREcroR:Art A. Gussa, Inc. CONTRACTOR: Art A. Gussa, Inc. XXXSHOP FIELD PLANT DATE REG. HRS. O.T. MRS. REINSP. HRS. INSPECTOR DATE 3/3/75 REG. HRS. 4 . 0 O.T. HRS. REINSP. HRS. INSPECTOR R.L. Hoffman DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel:ASTM A615, Gr. 40 & 60. Inspected reinforcing steel for conformity with related details of approved plans for pedestals, Line "B", 1 through 9 and cable vault walls, Lines "A", 1 through 9 and extending wall 7 feet west of A-l to A-8. Contractor's representative informed that reinforcing steel within pedestal formwork would need to be stabilized to insure indicated clearances in addition to providing additional "spacer blocks" intermittently throughout inside face of west cable vault.wall. 4 1375 REPORTED TO: (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) Art A. Gussa, Inc. _W City of Carlsbad TEST[NG THC:ms Thomas H. Chapmfin, R.E.#12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD30-667 INSPECTION REPORT DATE February 27, 1975 FILE: JOB: ADDRESS 503-68, W.O. #1371, Building Permit #75-67 Pacific Telephone & Telegraph 2A ESS Tele- phone Switching Center Carnino Vida Roble INSPECTION OF Reinforced Concrete and Batch Plant set-up FABRICATOR OR ERECTOR: pre-Mixed Concrete Company, Escondido CONTRACTOR:Art A> Gussaj Inc> SHOP.FIELD XXXX XXXX DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR REG. HRS. ^ • -* Miles 87 REINSP. HRS. INSPECTOR J. Woolf DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Concrete; Mix PR-2308 (6.0 sk, 3000 psi) Batch Plant inspection was furnished on the first load of concrete for the above project. The saturated surface dry batch weights have been adjusted to compensate for the free moisture present in the aggregate. Mix Design No. PR-2308 As Designed Corrected for Free Moisture Cement, Ibs. 564 Sand, Ibs. 1364 1" Rock, Ibs. 1730 Admixture Anti Hydro Added water, gals. Allowable water, gals. Total water at plant, gals. 564 1419 1730 30.0 39.0 37.0 Inspected placement of 22.5 cubic yards concrete in cable vault footing only. Reinforcing steel was checked and approved. Cast and marked three cylinders, FT & T Carlsbad A, B, & C/ slump 2^". Average slump placement was approximated^ A". / , S \^/ **/ ^ y. RECEIVED ^ MftR 3 197$ CITY OF CARLSBADBuilding Department of concrete during entire ^.' ~2 '< (Jr^ ^ ) / / yc/ REPORTED TO: (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (lLArt A. Gussa, Inc . Jf) City of Carlsbad f THC:as TESTING _, ^ ^-Thomas'H. Chapman, R.E. TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD30-635 INSPECTION REPORT DATE February 25, 1975 FILE: JOB: ADDRESS; 503-68, W.O. #1371 Pacific Telephone & Telegraph 2A ESS Tele- phone Switching Center (PAGE ONE) Catnino Vida Roble Carlsbad, California INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR: Soule1 Steel Co CONTRACTOR: Art Gussa Const. Co. SHOP FIFI n XXXX PLANT. DATE REG. HRS. O.T. MRS. REINSP, MRS. INSPECTOR DATE 2/13/75 REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR J. Woolf 5.0* DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 2/14/75 REG. HRS. ^ O.T. HRS. REINSP, HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40 & 60 Inspected cable vault footing and pedestal footings for proper steel size, spacing, grade, lap, clearance, cleanliness, and amount. Pedestal footings located on Line "B" from Lines 1 thru 9. Contractor was noti- fied of location and type of deficiency discovered as follows: 1) One missing #4 horizontal bar at sump pit. 2) One missing #4 vertical interior face steel at 3'-01? South of Northeast corner on East wall; 3) One missing top and bottom continuous #6 bars adjacent South side sump.pit. 4) Only single curtain of vertical #4 bars at 12" on center at South wall in cable vault, double curtain detailed; 5) Lap insufficient at bottom North-South #6 bars in hatch section of cable vault; 6) 3" clearance at bottom steel is required but not present in all areas; 7) Steel must be cleaned; 8) Every intersection must be properly tied. Reinspected cable vault steel for corrections of discrepencies and deficiencies noted on February 13th. Following is a list of remaining discrepencies to be corrected: 1) Continuous top and bottom #6 bars needed adjacent South side sump pit; 2) 3" clearance needed at bottom steel; TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985. SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO REPORT OF COMPRESSION TESTS File No. 503-68, W.O. No. 1371 JOB: ADDRESS : OWNER: Pacific Telephone & Telegraph, 2A ESS Telephone Switching Center, Camino Vida Roble, Carlsbad Pacific Telephone & Telegraph Co.. DATt May 28, 1975 June 18, 1975 ARCHITECT: Mosher, Drew, Watson & Assoc. ENGINEER: CONTRACTOR: Art A. Gussa, Inc. LADORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE C30-2172 PTT #4 D REG. WT. CONCRETE D CORES D LIOHT WT. CONCRETE & MORTARAAO GUNITE D GROUT East Wall, 9th Course BRAND OF CEMENT USED BRAND AND TYPE or ADMIXTURE SOURCE OF SAND SOURCE OF ROCK Mix PROPORTIONS OR NUMBER SUPPLIED (CONCRETE! - TRUCK No. A TICKET No SLUMP OR KELLY BALL .... TEMPERATURE OF AIR 'F TEMPERATURE OF MIXTURE - *e SPECIMENS MADE BY .... DATE MADE Riverside I & II Flitkote Type "S" Lime Sorrento Sand Company 1 cement, 3 sand, Vic Ross Masonry lime Testing Engineers, Inc. May 21, 1975 (Bernard R. Wacenske) DATE RECEIVED . . . . DATE TESTED AREA, SQUARE INCHES .... CRUSHING STRENGTH LBB. PER. so. IN. *GE TESTED, DAYS UNIT WEIGHT, LBS. PER. cu. FT. SPECIFIED STRENGTH .... May 27, 1975 May 28, 1975 3.14 7S40 2400 7 June 18. 1975 3.14 13040 4150 28 2000 psi Discarded - not tested REPORTED To: CLIENT (1) (D (D Pacific Telephone & Telegraph Co. Mosher, Drew, Watson & Associates Mr. Morrie Grove, Inspector Art A. Gussa, Inc. City of Carlsbad /, '~*j -- 7> Attn: Mr. C. W. Schwieger THC:am TESTING ENGINEERS, INC. T. H. Chapman, R.tf. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO REPORT OF COMPRESSION TESTS File No. 503-68, W.O. No. 1371 JOB: ADDREBB: OWNER: ARCHITECT: ENGINEER: CONTRACTOR: Pacific Telephone & Telegraph, 2A ESS Telephone Switching Center, Camino Vida Roble, Carlsbad Pacific Telephone fit Telegraph Co. Mosher, Drew, Watson & Assoc. Art A. Gussa, Inc. DATE May 28, 1975 BRAND OP CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OP SAND SOURCE OF ROCK Mix PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) . TRUCK No. * TICKET No. .... SLUMP OR KELLY BALL .... TEMPERATURE OF AIR ... *w TEMPERATURE OF MIXTURE - *r SPECIMENS MADE BY - DATE MADE O REG. Wr. CONCRETE D LIGHT Wr. CONCRETE D GUNITE D CORES •Or MORTARJKZl. D GROUT LADORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE C30-2172 PTT #4 East Wall, 9th Course Riverside I & II Flitkote Type "S" Lime Sorrento Sand Company 1 cement, 3 sand, Vic Ross Masonry lime RECEIVED Testing Engineers, Inc May 21, 1975 (Bernard R. MAY 2 9 OF CARLSBAD DATE RECEIVED . . . • . DATE TE«TED AREA, SQUARE INCHES - ULTIMATE LOAD. LBB. - CRUSHING STRENGTH LBB. PER. so. IN. AGE TESTED, DAY* UNIT WEIGHT, LBB. PER. cu. FT. SPECIFIED STRENGTH . May 27, 1975 May 28, 1975 3.14 7540 2400 2000 psi REPORTED TO, (1) pacific Telephone & Telegraph Co., Attn: CLIENT (1) Mosher, Drew, Watson & Associates (1) Mr. Morrie Grove, Inspector (IV^Art A. Gussa, Inc. J#) City of Carlsbad -, ' f Mr. C. W. Schwieger TESTING ENGINEERS T. H. Chapman. R.if. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO REPORT OF COMPRESSION TESTS File #503-68, W.O. #1371 JOB: ADDRESS : OWNER. ARCHITECT: ENGINEER: CONTRACTOR: 2A ESS Telephone Switching Center Camino Vida Roble, Carlsbad, California Pacific Telephone & Telegraph Mosher, Drew & Watson, Architects Art A. Gussa, Inc. (Vic Ross Masonry) LABORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE C30-2088 PTT #1 A B C North Wall, 1st course , BRAND OF CEMENT USED BRAND AND TYPE OP ADMIXTURE SOURCE OF SAND SOURCE OF ROCK Mix PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) . TRUCK No. A TICKET No SLUMP OR KELLV BALL .... TEMPERATURE OF AIR *F TEMPERATURE OF MIXTURE . *r SPECIMENB MACE BY . DATE MADE DATE May 23, 1975 D RKG. Wr. CONCRETE D LIGHT Wr. CONCRETE D GUNITE D CORES XfXI MORTAR a GROUT Riverside Type I & II Flintkote Type S Lime Sorrento Sand Company 1:3:1/4, Vic Ross Masonry Testing Engineers, Inc. May 16, 1975 (B. Wacenske) DATE RECEIVED - - . - DATE TESTED AREA, SQUARE INCHES - ULTIMATE LOAD. LBS CRUSHING STRENGTH LBS, PER. so. IN. AGE TESTED. DAYS UNIT WEIGHT, LBS. PER. cu. FT. SPECIFIED STRENGTH .... May 20, 1975 May 23, 1975 3.14 4060 1290 7 2000 psi REPORTED To: CLIENT (1) (1) (1) (1) Pacific Telephone & Telegraph, Attn: Mr. C,W. Schwieger Mosher, Drew & Watson, Architects Mr. Morrie Grove, Inspector Art A. Gussa, Inc. City of Carlsbad TESTING ENGINEERS. INC. BY Tho'mas H. Chanmai/. R.E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 FOBM 4 Jf SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO REPORT OF COMPRESSION TESTS File #503-68, W.O. #1371 IOB: UDDRESBs 2A ESS Telephone Switching Center Camino Vida Roble, Carlsbad, California Pacific Telephone & Telegraph DATE May 23, 1975 kRCHiTECT-. Mosner, Drew & Watson, Architects ENGINEER: CONTRACTOR: Art A. Gussa, Inc. (Vic Ross Masonry) LABORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE C30-2089 PTT 2 A B O REG. WT. CONCRETE D CORES D LIGHT WT. CONCRETE XfH MORTAR D GUNITE D GROUT C East Wall, 1st course BRAND OP CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK • Mix PROPORTIONS OR NUMBER SUPPLIER (CONCRETE* TRUCK No. & TICKET No. - SLUMP OR KELLY BALL TEMPERATURE or AIR TEMPERATURE or MIXTURE SPECIMENS MADE BY - DATE MADE •F •r Riverside Type I & II Flintkote Type S Lime Sorrento Sand Company 1:3:1/4, Vic Ross Masonry Testing Engineers, Inc. May 16, 1975 (B. Wacenske) DATE RECEIVED . . . - DATE TESTED AREA, SQUARE INCHES .... ULTIMATE LOAD. LBS CRUSHING STRENGTH LBS. PER. so. IN. AGE TESTED, DAYS UNIT WEIGHT, usa. PER. cu. FT. SPECIFIED STRENGTH . May 20, 1975 May 23, 1975 3.14 5650 1800 7 2000 psi REPORTED To; CLIENT (1) (D (D (D Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger Mosher, Drew & Watson, Architects Mr. Morrie Grove, Inspector Art A. Gussa, Inc. of Carlsbad -* ,- TESTING ENGINEERS. IN TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO REPORT OF COMPRESSION TESTS File #503-68, W.O. JOB: 2A ESS ADDRESS: Camino OWNER: Pacific ARCHITECT: Mosher , ENGINEER: CONTRACTOR: Art A. #1371 Telephone Switching Center Vida Roble, Carlsbad, California Telephone & Telegraph Drew & Watson, Architects Gussa, Inc. (Vic Ross Masonry) LABORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE C30-2088 PTT #1 A ^_ - B DATE May 23, 1975 June 13, 1975 D RSG. WT. CONCRETE Q CORES D LIGHT WT. CONCRETE X0 MORTAR D GUNITE C D GROUT t^orth Wall, 1st course BRAND OP CEMENT UBCD BRAND AND TYPE OF ADMIXTURE SOURCE OP SAND SOURCE OF ROCK Mix PROPORTIONS OR NUMBER SUPPLIER (CONCRETE* - TRUCK No. f. TICKET No. .... SLUMP OR KELLY BALL .... TEMPERATURE or AIR *F TEMPERATURE OF MIXTURE . "F SPECIMENS MACE BY • DATE MADE Riverside Type I & II Flintkote Type S Lime Sorrento Sand Company 1:3:1/4, Vic Ross Masonry 1975 Testing Engineers, Inc. May 16, 1975 (B. Wacenske) DATE TESTED AREA. SQUARE INCHES .... ULTIMATE LOAD. LBS. .... CRUSHING STRENGTH LBS. PER. so. IN. UNIT WEIGHT, LB». PER. cu. FT. SPECIFIED STRENGTH .... May 20, 1975 May 23, 1975 3.14 4060 1290 7 June 13, 1975 3.14 7460 2380 28 2000 psi Discarded, not tested. REPORTED To: CLIENT (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (l)j(Art A. Gussa, Inc. City of Carlsbad / _ TESTING ENGINE THC:ms Bv. Thomas H. Chapma #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. SOX 8O98S, SAN DIEGO. CA 02138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO REPORT OF COMPRESSION TESTS File #503-68, W.O. #1371 2A ESS Telephone Switching Center Camino Vida Roble, Carlsbad, California Pacific Telephone & Telegraph Mosher, Drew & Watson, Architects JOB: ADDRESS -. OWNER; ARCHITECT: ENGINEER: CONTRACTOR Art A. Gussa, Inc. (Vic Ross Masonry) LABORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE C30-2089 PTT 2 A B C - " "\ jSast Wall, 1st course! BRAND OF CEMENT Uaco BRAND AND TYPE or ADMIXTURE SOURCE OP SAND SOURCE or ROCK . Mix PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) TRUCK No. e, TICKET No. - SLUMP OR KELLY BALL TEMPERATURE or AIR TEMPERATURE or MIXTURE SPECIMENS MADE BY . , E>ATE MADE DATE May 23, 1975 June 13, 1975 D RK«. WT. CONCRETE D LIGHT WT. CONCRETE D GUNITE O CORES fS MORTAR Q GROUT Riverside Type"! & II Flintkote Type S Lime Sorrento Sand Company 1:3:1/4, Vic Ross Masonry JUN1 6 1975 Testing Engineers, Inc. (B. Wacenske) May 16, 1975 DATE RECEIVED - - • - • HATE TESTED UREA, SQUARE INCHES .... ULTIMATE LOAP. LBQ. .... CRUSHING STRENGTH LBS. PER. so. IN. INIT WEIGHT. LBS. PER. cu. FT. IPECIFIED STRENGTH - May 20, 1975 May 23, 1975 3.14 5650 1800 7/ June 13, 1975 3.14 10330 3290 28*- \j 2000 psi Discarded, not tested. REPORTED TO; CLIENT (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) ^Art A. Gussa, Inc. City of Carlsbad TESTING ENGINEERS. IN THC:ms FORM Id Jf TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO FILE No 503-68 SUMMARY OF COMPRESSION TEST RESULTS PAGE- W.O. #1371 JOB Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vida Roble Carlsbad, California YEAR: 1975 Lab No. C30 2173 DATECAST MO DA. 5/22 LOCATION IN STRUCTURE South 1/2 of west wall, O1 to 4'0". PTT #1G. Made by TEI. „,„ Nn PR903M (GROUT) ^ , TVP* n r-^MPMT 6'5 <;rv AHMI* Sucomun Grout Aid 8-DAY STR SPEC. SLU 2000 PSI MP IN =il7F- 1W ULTIMATE COMPRESSIVE STRENGTH. PS! SLUMP IN. a£( rv''1 . 7- DAY 2060 28-DAY r OTHER TEST AGE RESULTS MAIL DATE AND INITIALS 5/29/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) Art A. Gussa, Inc. , 2* &T City of Carlsbad """ (1) Pre-Mixed Concrete Company THC;ms TESTING Thomas H. Chapffian, R.E. #12882 B TESTING ENGINEERS, INCORPORATED^^ 3467 KURTZ ST.. P.O. BOX 8O985, SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO RLE No.SUMMARY OF COMPRESSION TEST RESULTS PAGE-ONE W.O. #1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vida Roble Carlsbad, California YEAR: 1975 Tab Nn C30 2173 2300 DATE CAST MO. DA. 5/22 5/28 LOCATION !N STRUCTURE South 1/2 of west wall, 0' to 4'0". PTT #1G. Made by TEI. 2nd 4' lift of all walls of bldg. PTT. Bldg. Carlsbad. Made by TEI. Mlx Nn PR903M (GROUT) Rppr ?fl DAY ^ 2000 PR1 II 6.5 AnM,K Sucomun Grout Aid ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-DAY 2060 1790 26 -DAY 3210 3050 OTHER TEST AGE 60-day 60 -day RESULTS Disc. Disc. INITIALS 5/29/75 6/5/75 6/19/75 6/26/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) Art A. Gussa, Inc. <yf City of Carlsbad (1) Pre-Mixed Concrete Company THCrms TESTING Thomas H. Chapfiian, R.E. #12882 FORM 10 JP TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO FILE NO SUMMARY OF COMPRESSION TEST RESULTS PAGE_ONE W.O. #1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vida Roble Carlsbad, California YEAR: 1975 Lab No. C30 2173 2300 DATE CASTMO. DA. 5/22 5/28 LOCATION IN STRUCTURE South 1/2 of west wall, 0* to 4'0". PTT #1G. Made by TEI. 2nd 41 lift of all walls of bldg. PTT. Bldg. Carlsbad. Made by TEI. Mix No TVPF ADMIX. PR903M (GROUT)SPEC 2 Sucomun Grout Aid 8-DAY STR SPEC. SLU 2000 Ps( MP IN =Li7F IN ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. — — _ _ - \ 7 DAY 2060 1790 RE i CITY Bui/df 2B DAY 3210 CEl IUMSQ ?fnCAR'^8 Depar OTHER TEST AGE 60-day VE1 975 SB/IDtrnent RESULTS Disc. . MAIL DATE AND INITIALS 5/29/75 6/5/75 6/19/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector m/Art A. Gussa, Inc. •"<**•' (0 City of Carlsbad (j- ^ , - 7& ff (1) Pre-Mixed Concrete Company THC:ms TESTING Thomas H. Chapffian, R.E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O98S, SAN DIEGO, CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO FILE NO 503-68 SUMMARY OF COMPRESSION TEST RESULTS PAGE.ONE W.O. #1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vida Roble Carlsbad, California YEAR; 1975 Lab No. C30 2173 2300 DATECASTMG. DA 5/22 5/28 LOCATION IN STRUCTURE South 1/2 of west wall, 0' to 4'0". PTT #1G. Made by TEI. 2nd 4' lift of all walls of bldg. PTT. Bldg. Carlsbad. Made by TEI. M|V Nft PR903M (GROUT) Q_ D TVPF -1-1 r.rMFNT "--1 ^i-v A^.-,V Sucomun Grout Aid 8-DAY STR SPEC. SLU Ar,r, ! 2000 P^, MP JN. ^17F IN ULTIMATE COMPRESS1VE STRENGTH- PSI SLUMP IN. • 7-DAY 2060 1790 K cmBull 26- DAY 3210 ECB JUN2( OF CAiImg Dep, OTHER TEST AGE 60-day IV E 1375 1LSBAD3rtment RESULTS Disc. D MAIL DATE AND INITIALS 5/29/75 6/5/75 6/19/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector ..-"Art A. Gussa, Inc. City of Carlsbad £„. "^ o—7^ (1) Pre-Mixed Concrete Company THC:ms TESTING Thomas H. Cha R.E. #12882 FORM 10 JP TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO FILE No 503-68 SUMMARY OF COMPRESSION TEST RESULTS PAGE.ONE W.O. #1371 JOB Pacific Telephone & Telegraph 2A ESS Telephone Switching Center Carlsbad, California YEAR: 1975 Lab'No. C30 2173 2300 DATECASTMO. DA 5/22 5/28 LOCATION IN STRUCTURE South 1/2 of west wall, 0' to 4'0I!. PTT #1G. Made by TEI. 2nd 4' lift of all walls of bldg. PTT. Bldg. Carlsbad. Made by TEI. M,» NO H1903M (GROUT) sppr ?Rniv RTR 2000 Pftl JYPF r:F|WPWT ' •* , CLrv RBFr eiiiiMP ,. IM AHM.X Sucomun Grout Aid A(WS Sl,p 1N ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. ___ _ 7-DAY 2060 1790 28 DAY OTHER TESTAGE RESULTS AND INITIALS 5/29/75 6/5/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) Art A. Gussa, Inc. <W" City of Carlsbad (^_ V^IC ^ (1) Pre-Mixed Concrete Company THC:ms TESTING Thomas H. Chapan, R.E. #12882 fORM 10 JP TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO FILE No 503-68 SUMMARY OF COMPRESSION TEST RESULTS W.O. #1371 JOB P.T.&T. 2A ESS Telephone Switching Center ADDRESS 2175 Camino del Roble Carl sbad , Cali fornia YEAR: 1975 Lab. No. C30 1104 DATECAST MO. DA 3/21 LOCATION IN STRUCTURE Cable vault, n. wall at mid section. PIT Carlsbad 1A-B- C. Made by TEI. MIX N« PR-2334 Rppf- pfl.nav STR 3000 p«, TVPF -*--1- HFMFNT Krv <?prr. SLUMP IN ARM,* Anti-Hydro AKR S|7F ,N ULTIMATE COMPRESS1VE STRENGTH. PS1 SLUMP IN. C 7- DAY 1450 28-DAY 2720 OTHER TEST AGE 60 -day RESULTS 3020 AND INITIALS 3/28/75 4/18/75 5/22/75 6/5/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (1) .Art A. Gussa, Inc. O-J City of Carlsbad (1) Pre-Mixed Concrete Company THC:kh TESTING . - T.H. Chapman/ R.E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O9B5. SAN DIEGO. CA 92138 (714)225-9641 FORM 16 JP SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No 503-68 SUMMARY OF COMPRESSION TEST RESULTS PAGE.ONI'] W.O. #1371 JOB P.T.&T. 2A ESS Telephone Switching Center ADDRESS 2175 Camino del Roble Carl sbad , Cali fornia YEAR: 1975 C30 1104 DATE CAST MO. DA 3/21 LOCATION IN STRUCTURE Cable vault, n. wall at mid section. PTT Carlsbad 1A-B- C. Made by TEI. - MIV wn PR-2334 c^DCf~ ?n.r>AY RTR 3000 Ps, A™,* Anti-Hydro Anr, RI7F ,N ULTIMATE COMPRESSIVE STRENGTH- PSI SLUMP IN. 5 7- DAY 1450 1 28.DAY IEC MAF CITY OFBuilding OTHER TEST AGE EIV 31 197! CARLSDepartn RESULTS ED • BAD ent AND INITIALS 3/28/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector (IV Art A. Gussa, Inc. &L) City of Carlsbad tS . (1) Pre-Mixed Concrete Company BY THC:kh T.H. Chapman/ R.E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 FORM 1C JP SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No 503-68 SUMMARY OF COMPRESSION TEST RESULTS ONE W.O. #1371 JOB Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vlda Roble Carlsbad, California YEAR: 1975 Lab No C30 657 1105 DATE CAST MO. DA 2/18 3/21 LOCATION IN STRUCTURE Mid. section cable vault footing. PTT Carlsbad A,B,C, 2/18/75. Made by TEI. Cable vault, se corner at mid section, PTT Carlsbad 2A-2B-2C-. Made by TEI. Mtv No PR-2308 C;P,T<- PR.Dav RTR Psi TYPF *L C.FMFM-r c.rv Rprr- RIIIMP IN AnM,« Anti-hydro Araft S|7F |N ULTIMATE COMPRESS1VE STRENGTH. PSI SLUMP IN. 2^ 4% I 7 -DAY 2830 2370 IEC Mft CITYOBulldln 28-DAY 4370 EIV R31 191 F CARL;5 Depart OTHER TEST AGE 60-day ED 5 1BADment RESULTS Disc. AND INITIALS 2/27/75 3/20/75 3/28/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector 't A. GUSSa, Inc. \ ^,-J. r ^ it ,-) City of Carlsbad (1) Pre-Mixed Concrete Company T,T<=T,K(^TESTING THC:as Thomas H. Chapraar #12882 TESTING ENGINEERS, INCORPORATED 3467 KURT? ST.. P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 FILE No 503-68 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO SUMMARY OF COMPRESSION TEST RESULTS PAG EL- W.O. #1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vida Roble Carlsbad, California YEAR: 1975 Lab No C30 657 1105 DATECASTMO. DA. 2/18 3/21 LOCATION IN STRUCTURE Mid. section cable vault footing. PIT Carlsbad A,B,C, 2/18/75. Made by TEI. Cable vault, se corner at mid section. PTT Carlsbad 2A-2B-2C. Made by TEI. RECEIVED JUN 6 1975 CITY OF CARLSBADBuilding Department Mix No PR- 2 308 SPEC 28-DAY STR PSI IITVPF ij- ("r^PMT , Qf-v ^ppr Ki IIMP , , IN A™,* Anti-hydro Arws fi|7r ,M ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 2% 4% 7 DAY 2830 2370 28-DAY 4370 3820 OTHER TEST AGE 60-day 60-day RESULTS Disc. Disc. AND INITIALS 2/27/75 3/20/75 3/28/75 4/18/75 6/5/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector X'l) Art A. Gussa, Inc. (» City of Carlsbad 4*^*7$ (I) Pre-Mixed Concrete Company BY THC:as Thomas H. Chapman TESTING #12882 TESTING ENGINEERS, INCORPORATEDi. 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 FORM 10 JP SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO F.LE NO SUMMARY OF COMPRESSION TEST RESULTS PAGE,ONE W.O. #1371 JOB Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Cam in o Vida Roble Carlsbad, California YEAR: 1975 Lab No C30 C r-J \J ~! 1 DATE CAST MO. DA. 2/18 LOCATION IN STRUCTURE Mid. section cable vault footing. PTT Carlsbad A,B,C, 2/18/75. Made by TEI. M,* Nn PR-2308 SPEC, z Prv A™,* Anti-hydro 8-DAY STR SPEC. SLU PRl MP IN ^IVF IN ULTIMATE COMPRESS1VE STRENGTH. PSI SLUMP IN. 2k S, *sfi' # 7-C1AY 2830 •* 1<s ^ 26-DAY REC FE CITYOBulldln OTHER TEST AGE EI\ B 2 8 19' F CARL;g Depart RESULTS ED '5 !BADnent MATL DATE AND INITIALS 2/27/75 (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew 6< Watson, Architects (1) Mr, Morrie Grove, Inspector XD Art A. Gussa, Inc. TESTING Jttf City of Carlsbad ^-— . (1) Pre-Mixed Concrete Company \^Z> I BY. Thomas H. Chapmarf, R.E. #12882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 FORM 10 Jf SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No 503-68 SUMMARY OF COMPRESSION TEST RESULTS PAGE- W.O. #1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center ADDRESS Camino Vida Roble Carlsbad, California YEAR: 1975 Lab No C30 657 CAST MO. DA 2/18 LOCATION IN STRUCTURE Mid. section cable vault footing. PTT Carlsbad A,B,C, 2/18/75. Made by TEI. Mix Mr. PR-2308 c;PFr PR. DAY RTR , . , PR II „TVPF J--L r.FMFMT Rrv SPFH fii UMP IK A™,* Anti-hydro A(afi Bl7F ,N ULTIMATE COMPRESS1VE STRENGTH. PSI SLUMP IN. 2% 7- DAY ?830 28-DAY 4370 OTHER TEST AGE 60-day CS RESULTS Disc. -« t?^. jCi *• ^pk^^1^ [ 0^ n INITIALS 2/27/75 3/20/75 'T?\) D\J58W^ (1) Pacific Telephone & Telegraph, Attn: Mr. C.W. Schwieger (1) Mosher, Drew & Watson, Architects (1) Mr. Morrie Grove, Inspector 1 J City of Carlsbad -^ (1) Pre-Mixed Concrete Company THC:as Thomas H. Chapma #12882 RECEIVED Quality Assurance Services i(i 11 w- .«** Materials ConsultingjAN-21 1975 Building Department Testing Engineers, Incorporated January 20, 1975 Carlsbad Building Inspection Department 1200 Elm Avenue Carlsbad, California 92008 Project: Pacific Telephone Company 2A ESS Telephone Switching Center Palomar Airport Business Park Carlsbad, California Gentlemen: We have been assigned to perform the testing and inspection on the above mentioned project. According to our instructions, we are to perform the following inspections: Yes Reinforced Concrete, Cable vault slab, walls and beams, f'c = 3000 psi, No Prestressed Concrete Yes Reinforced Masonry, all masonry. Yes Structural Steel Assembly, all field welding. No Non-Destructive Testing Sincerely, TESTING ENGINEERS, INC. Leland A. Smith, Assistant Manager 3467 Kurtz St., P.O. Box 80985, San Diego, California 92138 • 714-222-1185 San Francisco, Oakland, Santa Clara, Los Angeles, San Diego RECEIVED••*' *^ Quality Assurance Services Materials Consulting JAN 21 1975 CITY OF CARLSBAD Testing Engineers, Incorporated Building Department January 20, 1975 Art A. Gussa, Inc. 6750 Mission Gorge Road San Diego, California 92120 Project: Pacific Telephone - W.O. #1371 2A ESS Telephone Switching Center Palomar Airport Business Park Carlsbad, California Gentlemen: Our firm has been selected to represent the owner as the testing and in- spection agency on the above project. According to the project specifica- tions and our instructions, the following testing and inspection is required TESTING Concrete - Compression test of concrete, f'c = 3000 psi. Reinforcing Steel - Tensile and bend tests. INSPECTION.. \ /Concrete - Inspection of reinforcing steel and concrete placing for cable vault slab, walls and beams, f'c = 3000 psi. Welding - Continuous inspection of all structural steel field V _^ welding. Please notify our office in sufficient time so that we can arrange to have our inspector available. Very truly yours, TESTING ENGINEERS, INC. LAS:ms __. Leland A. Smith, Assistant Manager cc. Art A. Gussa, Inc. P.T. & T., Attn: Mr. C.W. Schwieger Mosher, Drew & Watson, Architects Garrison & Associates \jCity of Carlsbad 3467 Kurtz St., P.O. Box 80985, San Diego, California 92138 • 714-225-9641 San Francisco, Oakland, Santa Clara, Los Angeles, San Diego Quality Assurance Services Materials Consulting Testing Engineers, Incorporated January 20, 1975 J.C. Ek Machine & Steel Company ' J/j|y p. 6540 Federal Boulevard ^* Lemon Grove, California Project: Pacific Telephone - W.O. #1371 ,2A ESS Telephone Switching Center Palomar Airport Business Park Carlsbad, California Gentlemen: Our firm has been authorized to perform the following inspection on the above mentioned project. INSPECTION All field welding of structural connections shall be continuously inspected. Please notify our office at least 24 hours in advance of any of this work so that we can arrange to have an inspector available. Yours very truly, TESTING ENGINEERS, INC. LAS:ms Leland A. Smith, Assistant Manager cc. J.C. Ek Machine & Steel Company P.T. & T.-, Attn: Mr. C.W. Schwieger Mosher, Drew & Watson, Architects Garrison & Associates Art A. Gussa, Inc. of Carlsbad 3467 Kurtz St., P.O. Box 80985, San Diego, California 92138 • 714-225-9641 San Francisco, Oakland, Santa Clara, Los Angeles, San Diego FORM I TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST.. P.O. BOX 8O985. SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA SAN DIEGO LABORATORY NUMBER SD30-2795 INSPECTION REPORT DATE May 30, 1975 F,LE: #503-68, W.O. #1371 JOB: Pacific Telephone & Telegraph 2A ESS Telephone Switching Center Camino Vida Roble (PAGE TWO) ADDRESS; Carlsbad, California INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR: Vic Ross Masonry CONTRACTOR: Art A. Gussa, Inc. SHOP.FIELD XXX DATE 5/30/75 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Inspected building of the 3rd, 4' lift of block walls on Grid Lines 3 (C.5 to E) and C.5 (3 to 7). All walls now built up to a finish height of 12*0" with reinforcing and anchor plates installed as shown on approved plans. Seven cubic yards of Grout(Mix #PR-903M with "Suconem" waterproofing) placed in top 4' lift of all walls, consolidated by rodding. Masonry work completed this date. RECEIVED JUN 5 1S75 CITY OF CARLSBAD Building Department REPORTED To;(1) (1) (1) (1) Pacific Telephone & Telegraph, Attn: Mosher, Drew & Watson, Architects Mr. Morrie Grove, Inspector Art A. Gussa, Inc. ^ City of Carlsbad £/ £» f»"7, Mr. C.W. Schwieger THCims TESTING REV Thomas H. Chapman, R.E. #12882 Quality Assurance Services Materials Consulting Testing Engineers, Incorporated January 20, 1975 V. Ross Masonry 3915 Hughes Court San Diego, California 92115 Project:Pacific Telephone - W.O. #1371 2A ESS Telephone Switching Center Palomar Airport Business Park Carlsbad, California Gentlemen We have been selected to perform the following testing and inspection of the reinforced masonry on the above project. According to the project specifications and our instructions, the following testing and inspection will be required. TESTING Compression tests of mortar (2000 psi) and grout (2000 psi). INSPECTION All masonry work will be continuously inspected. Please notify our office at least 24 hours in advance of any work so that we can arrange to have an inspector available. Very truly yours, TESTING ENGINEERS, INC. LAS:ms Leland A. Smith, Assistant Manager cc. V. Ross Masonry P.T. & T., Attn: Mr. C.W. Schwieger Mosher, Drew & Watson, Architects Garrison & Associates Art A. Gussa, Inc. llty of Carlsbad 3467 Kurtz St., P.O. Box 80985, San Diego, California 92138 • 714-225-9641 San Francisco, Oakland, Santa Clara, Los Angeles, San Diego Quality Assurance Services Materials Consulting Testing Engineers, Incorporated January 20, 1975 CftPitner & Zenor Steel Company 1702 Magnolia El Cajon. California 92021 vniu £ i Project: Pacific Telephone - W.O. #1371 Y/7V ^_ "^5 2A ESS Telephone Switching Center ^%/rt Ctffi Palomar Airport Business Park nS &£*{. Carlsbad, California Subject: Reinforcing Steel Testing and Inspection Gentlemen: Our firm has been selected to represent the owner as the testing and in- spection agency on the above mentioned project. According to the project specifications and our instructions, the following testing and inspection is required. TESTING a. Reinforcing bars of number 5 and larger shall be tested in accordance with the material specifications. b. One tensile and elongation test and one bend test for each 10 tons or fraction thereof of each size shall be made if identified by mill reports and test affidavits. Otherwise, one set of test per 2% tons of each size shall be made. All bars shall conform to ASTM A615 - 70. Reinforcing bars number 5 and larger shall be grade 60. All steel shall be identified as to heat numbers and shall be accompanied wifelu- _^ mill analysis reports A Only reinforcing steel manufactured ) j.n the United States o lAtue i i u a b ha Hr-ke—used—±rr~fehi s --pro j e c r; - 1 - 3467 Kurtz St., P.O. Box 80985, San Diego, California 92138 • 714-225-9641 San Francisco, Oakland, Santa Clara, Los Angeles, San Diego Pitner & Zenor Steel Company January 20, 1975 Page Two Please notify our office in sufficient time so that the designated steel can be sampled, tagged and tested before shipment to the jobsite. INSPECTION Placing of steel for cable vault slab, walls and beams. Very truly yours, TESTING ENGINEERS, INC. LASrms Leland A. Smith, Assistant Manager cc. Pitner & Zenor Steel Company P.T. & T., Attn: Mr. C.W. Schwieger Mosher, Drew & Watson, Architects Garrison & Associates Art A. Gussa, Inc. City of Carlsbad RECEIVED JAN 21 1975 CITY OF CARLSBADBuilding Department TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 8O985, SAN DIEGO. CA 92138 (714)225-9641 SAN FRANCISCO OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD30-635 INSPECTION REPORT DATE February 25, 1975 FILE: JOB: 503-68, W.O. #1371 Pacific Telephone & Telegraph 2A ESS Tele- phone Switching Center (PAGE TWO) Camino Vida Roble ADDRESS; Carlsbad, California INSPECTION OF Reinforced Concrete FABRICATOR OR ERECTOR: Soule ' Steel Co. CONTRACTOR: Art Gussa Const. Co. SHOP Fl ei_pJlXXX PLANT DATE 2/14/75 REG. HRS. Cont. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T. HRS. REINSP, HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR REPORTED Tor 3) Steel should be cleaned; 4) Every intersection must be tied. Note; This list was posted at jobsite in order to inform contractor. 2 6 1975 ent (1) Pacific Telephone & Telegraph, Attn: Mr. C.W, Schwieger (1) Mosher, Drew & Watson, Architect (1) Mr. Morrie Grove, Inspector (1) Art.A. Gussa, Inc. TESTING of Carlsbad REV| THC:as Thomas' H. "chapnin, R.E. #12882