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Home My WebLink About2333 STATE ST; ; 75-3196; Permit- - I' BUILbII1G PERMIT APPL1CAfiON City of CARLSBAD, CALIFORNIA 92008 - Applicant tocomp/etenumberedspacesonly..' Phone7291181 'Permit JON ADDRESS -•-"...'. ASSESSORS PARCEL NUMBER DESCR '5 . . BLK ,., TRACT .. -. . . LA (DSEE ATTACED SHEET) BOOK PAGE I PAR. OWNER ' MAIL ADDRESS ZIP ., . PHONE 2CMj 'ç & 7oz' 4344-. 17j . 'CONTRACTOR , : ' g~;CF ESSf1s4 PHONE, . .LICENSE NO.. STATE CITY 3M O Z'7 3 2 ( A ARCHITECT ORDESIG ER ' - " MAIL ADDRESS - %' PHONE - . - LICENSE NO. ' 4 Gs5T 3LVO 4;1-4j ENGINEER , - 'I ' '. . MAIL ADDRESS: t4' PHONE LICENSE NO. 5IZ1,T S MI4 Oiv5 '(f) (23) 7 f COMPENSATION INS. CARRIER. •. . MAIL ADDRESS 'f'5 1' f .' BRANCH 6 4PJfl'At 5f1 4a441 tt USE OF BUILDING I4v oc 8. Class ofwork XNEW DADDITION DALTERATION , 0 REPAIR ,. OMOVE . 0 REMOVE . 9 Describe work: tçJ W74 —5 Jf41J& 4i2 Af'& 10 Change of use frni f 9FI • 4 Jge Change of use to f" p - 11_Valuation of work :f PERMIT PLAN CHECKFEIe?qø A FEE S SPECIAL CONDITIONS: . . S ••• . MICROFILM FEE Const. Gräip f Size of Bldg. - (Total) Sq. Nof .' Stories ' * . -Ma. 0cc. Load Fire Zone ... - - Use . one t_ F' . Fire Sprinklers Required []yes ElNo APPLICATION ACCEPTED BY: PLANS CHECKED BY: . APPOVEO FOR ISSUANCE BY. -k •" '"' . '-. . ".1 .. PARKING SPACES: No. DATE TFFREET fN DiE S Dwelling UnItS 'Sq Ft IND. NOTICE ', . Special Approvals Required Received .. ' Not Required - PLANNING DEPT SEPARATE PERMITS ARE;REQUIRED.FOR ELECTRICAL, PLUMB- '.ING, HEATING. VENTILATING OR AIR CONDITIONING. . . HEALTH DEPT..' . . THIS PERMIT BECOMES'NULL.AND VOID IF WORK OR CONSTRU- FIRE DEPT. . . .' TION .AUTHORI-ZED IS NOT-COMMENCED WITHIN 120DAYS, OR IF SOiL REPORT - 'CONSTRUCTION OR WORKIS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS SAT, ANY TIME. AFTER. WORK IS COM- MENcED .' OTHER (Specify) . . ENGINEERING DEPT APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. - . S I. HEREBY CERTIFY THAT i-HAVE READ AND EXAMINED THIS ALL'PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS WATER DEPT. 'TYPE 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 REGULATING . . . - . 'Ii,. 'CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION., . .. .. . ,., :- . . . ,,, , -- . i SIGNATUROFCON?RACTOR DR AUTHORIZED AGENT (DATE) .. ., '•• .' . . -. . . . 5 . .... * .5.' . SIGNATURE OF OWNER (IF OWNER BUILDER) - (DATE) - -- * :WHEN.PROPERLV VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT- r' PLAN CHECK VALIDATION CK MO CASH PERMIT VALIDATION CK M.O.CASH INSPECTOR ' 5 10 : . . ... - . INSPECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL& WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING 6 MASONRY FINAL 74i/7 I,f-#J72e4 ?222Z; ' USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. •I 1-23-76 Good ;work on steel and footing design. They had to go another 6" deeper on north end because of bad soil. All steel is chaired-very clear as per plan. T. Mata 1-26-76 Very goodpour, very good supervision on job. 0ur Model/brick - wall has been built. Also 3 cylindars were pulled from chute by Jim Lee resident inspector. T. Mata - 1-28-76 Pretty work. Very careful. Good footings. Masonry people are laying brick in a t wythe formation. They will grout at 16" lifts. T. Matà 1-30-76- Elevator Pit pour: Japanese steel and Korean steel is being used on the job by Woolen masonry. Project engineer has called the supplier of steel and there will be a letter of compliance of a.s.t.m. grad&steel. Job may proceed as scheduled. T. Mata 2-23-76 Very neat work. O.K. to pour and set anchor for steel column. 2116 Fdrt. and Steel: very good work, steel all in place in cage type form. T._Mata 1 16 1157 Cdz ELECTRICAL PERMIT APPLICATION -it M Iq Permit No.________ City of CARLSBAD, CALIFORNIA 92008 Applicant to complete nf,mbered spaces only. Phone 729-1181 JOB ADDRESS . LEGAL. 1 OWNER MAIL ADDRESS 3UIMtTUi.E.. CONTRACTOR - MAIL ADDRESS VAN G_P hN'AN 9MI 11)7 S1.â170 tR ARCHITECT OR DESIGNER MAIL ADDRESS. )25c(*-r iETdf ENGINEER . MAIL ADDRESS - - LENDER MAIL ADDRESS - 6 USE OF BUILDING 7 .NI~VL rcCS 8 Class of work: NEW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describework A/e,v p429,4 -'77/4wt'/ 1 gL' ( r-)_ ,9 4 j SPeIAL CONDIT(ONS: ' -S (OS EE ATTACHED SHEET) ZIP PHONE LICENSE NO. 103 PHONE LICENSE NO. PHONE LICENSE NO. BRANCH 4.- .4.. -RJ PERMIT FEES I No. lEach Fee Z ISSUANCE OF EACH PERMIT NEW CONSTRUCTION,. FOR EACH - APPLICATION ACCEPTED BY: PLANS CHECKED BY: APPROVED FOR ISSUANCE BY: AMPERES OF MAIN SERVICE, SWITCH,6W FUSE OR BREAKER NEW SERVICE ON EXISTING BLDG - FOR EA. AMPERE OF INCREASE , NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. OR BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A . PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- REMODEL, ALTERATION, NO CHANGE MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE . 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 NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE TEMP. SERVICE UP TO AND INCLUD PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. Z 1- CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE 0 200 AMP. /4 PER 100 __- SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) . MINIMUM PERMIT F E 1Y '7 oc SIGNATURE OF OWNER (IF OWNER BUILDER) - (DATE) 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 1 I USE SPACE BELOW FOR NOTES, FOLLOW-UP,ETC. 6-23-76 All grounds are copper and all secured. Looks clean O.i to call in on temp. for testing purposes. No gas yet. Cleared dec. with -- "Kim" of G.&E. T. Mata - 7-9--76 Electrician has problem with main panel doors not being able to open full width': Obstruction with other panel seems to keep it from openingall the way. Talked with Paul Allison and he said he would talk to them about it. T. Mata + . PLUMBING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA Applicant to complete numbered spaces only. - S Permit No. ' JOB ADDRESS S 2333 state Street, Carlsbad, Ca. LEGAL . 'DES R . LOT NO. j- TRACT S. .5. OWNER - MAIL ADDRESS ? Mc w'PanI 2333 State Street - ZIP'-'l PHONE 920081 : -- CONTRACTOR MAIL ADDRESS 0 PHONE . LICENSE NO. A. 0. Pad & Co. 4777 Ruff or St., San Diego, Ca. 11I1 7731 STATE CITY 757 ARCHITECT OR DESIGNER , I MAIL ADDRESS PHONE LICENSE NO. /ZL 'z?/ia 1,? J//g - p ENGINEER - MAIL ADDRESS PHONE LICENSE NO. COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH USE OF BUILDING 6 8 Class of work: 0 NEW 0 ADDITION 0 ALTERATION 0 REPAIR - 9 Describe work: S 5*_• - PERMIT FEES No. Type of Fixture or Item Fee SPECIAL CONDITIONS: WATER CLOSET (TOILET) .- - 7i. $/3 • BATHTUB — .- .. *1— LAVATORY (WASH BASIN) 30 SHOWER KITCHEN SINK & DISP. DISHWASHER - APPLICATIONkCCIPTE,BY. PLANSCHECKEOBV. APPROVED FO)9SSUANCE BY. DATE 'i1i7C. LAUNDRY TRAY CLOTHES WASHER 7 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 ISSUSPENDED OR ABANDONED FORA PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. 5 I HEREBY CERTIFV.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 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. S 4L 7 URINAL DRINKING FOUNTAIN -— FLOOR--SINK R RAIN t , d1 . SLOP SINK , 9 — GAS SYSTEMS: NO. OUTLETS . — 7j — — WATER PIPING & TREATING EQUIP. — — WASTE INTERCEPTOR — — VACUUM BREAKERS ____________________________________ — — LAWN SPRINKLER SYSTEM SEWER CESSPOOL EPTIC TANK PIT I. - 1?— OOF-:;:A: SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) . - - PERMIT - $ 7T - . TOTAL FEE $ T SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) WHEN.PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK M.O. CASH -PERMIT VALIDATION CK. M.O. CASH T25* ( INSPECTOR 'S S INSPECTION REPORTS DATE I ITEM I REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 2-24-76 O.K. to cover portion of underground sewer line because of fork lift crossing. Very clean work. They had question on venting of pump hole for motors and back flow of sewer gases. Will meet- 2-25-76 at 8:00 a.m. T. Mata 2-25-76 Rough: All O.K. to cover. No leaks. Also questions on sump pump. All resolved. T. Mata 5-3-76 had a few leaks on cast iron plumbing. Top out test, all taken care of. Also asked that roof drains be tested they said O.K. •T. Plata 5-4--76 Topout; No leaks on all cast iron on all three floors. Very nice job. Gaps betweenf1oor by plumbing bars are to be plugged by plumber or Golden Conttactor for draft stop. T. Mata 5-6-76 Very nice work, No leaks on all cast iron drain lines. T. Mata -. 5-19-76 Plumbing: 2en and 3ed floors O.K. R. Green 6-15-76 Gas line: pressure is O.K. there is a graph set on it. 24 hr. test shows no loss. Graph will be delivered to our office for record. T. Mata . . . . - . :..!; . . . . . . •' 1 4:1NK.A :4 0. City of CARLSBAD, CALIFORNIA o ;Aolieant to complete numbered spaces only. . -.'.... . . . ......... . ...U. JOBADORESS. 'r • . , -i..,-. . . . . - - ;-: $TAT ST. LEGAL' 1 DESCR LOT ' . .- .t DLK TRACT - . IDSEE ATXACHED SHEET) . - OWN P.- MAIL ADDRESS ZIP . PHONE.., FhGOLDENONST.CO. 123 CNIi$NO DC 1A REINA SAN DIEGO CONTRACTORL,-•. - MAIL ADDRESS PHONE LICENSE NO. H.I J3LI ANAIIDI,CAL IF 7j4'8120 ,. - 1 2 ARCHITECT OR DESIGNER MAIIfADDRESS PHONE ' 'LAC EN5E NO. -' 4 iwm brrf I I'-r frzi 9L1 Ilfi -- k • • . "2.. . .. _. .. —' r e - - — - • ENGINEER '' & MAIL ADDRESS ' PHONE ' - ' LICENSE NO' , - r:ndO $I ApR srnoo.I J'2ez ioo.E bzE. rio ;EioP.pC -2 6.!. I,USE DFBUtLOING' .' r IN : 'c FURNITURE STORE — MAiN MAi4AN 'WIC e1c' ru tDwi II 9V - a IiEV DA0OIT)ON 0 ALTERATION 0 REPAIR . ... . H 4D CONDITIONING . . . . . .• .' . . . ' -.. . . . . ? Type of Fuel: Oil 0 Nat. Gas 0 LPG. 0 PERMIT FEES SPECIAL CONDITIONS / ., - No — Type of Equipmnt Fee Air Cond. Units—H.P. Ea.. -- $ — r P •' — Refrigeration Units—'H .P. Ea — - / Boilers—H.P. Ea ''- L.. Gas Fired A.C. Units—Tonnage EaJ .... Forced Air systems—B.T.U. M Ea APPLJCA-TIONACCEPTEDBV:,I. '- P 'MROVED.FOR ISSUANCE 8Y; .......,GraitSysteO . — FIoorFcBrU M — — 4 s)' . • — Wall Heaters 78.1.U. M *NOTICE, — Unit Heaters—BTU M '.THIS PERMITBECOMES NULUANDVOID IF WORK OR CONSTRUC- Evaporative Cbolers TION AUTHORIZEDISNOT COMMENCED WITHIN. 60 DAYS, OR IF ?CONSTRUCTlONbRWORK-IS SUSPENDED OR ABANDONED FOR A — Clothes Dryers . • — — jo Ventilation Fan . WORK IS COM- MENCED ;-N, IsHEREBVCERTlFV/.THATrI"HAVE READ AND EXAMINED THIS . ange 00 / Air Handling Unit— "' C F M •'#/...( —i—. ?APPLICATION AND LKNOW THE SAME TO BE TRUE AND CORRECT. ALLPROVISIONS OF LAWS AND,ORDINANCES GOVERNING THIS -- tHEREIN .OR 'NOT . THE GRANTiNG.OF A PERMIT DOES NOT Incinerator .TVPEOF WORK WILL-BE COMPLIEDWITH WHETHER SPECIFIED .PRESUME TOGIVEAUTHORITY., TOVIOLATE OR CANCEL THE 1. PROVISIONS OF ANY.OTHERSTATE OR LOCAL LAW 'REGULATING cCONSTRUCTIoNpR THE ' PERFORMANCE OF CONSTRUCTION ) -' . .,. . -. .•. • • — - - — • '" '1 • — — 61 .._._... - - - PERMIT — SIGNATURE OF CONTRACTOROR AUTHORIZED AGENT - (DATE) q. . , "'— ..j $ . •_ - ...P •. ' ............ .: - - TOTAL FEE • — SIGHATURE OF OWNER (IF OWNER -BUILDER) -.- (DATE) ..: .:-: WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS,YOUR PERMIT PLAN CHECK VALIDATION CK MO . CASH PERMIT VALID, N CI " MO CASH - "' P —) n. . . .t.i •. • . ._. . ' • - .i p I AUDIT 10 VOITAZO99A TIM JADfrnAIit, a AII4I01IJA3 ,QA8ffiA3 to v.410 $83 3TIt I :T - kATTA ___________________ r3A117 I I I I JULS I 1 1 "° 883N008 JIAM 4)NWO OJIU WAB A6I3 AJ 30 CM t1 O) .TCO) LU) ,Kosq 8*1800* JtAu All fire dampers are installed and inspected by fire ma al --------Very Htt-le-r ; omab i-ng-used—A-1 -pipe-is-being-used •- a 5-27it9 ris ibrk on 3rd floor rest roo'pO KM R b Osurn-' •• 'a 6-2-76 All ducts in place, *sraJiva,tG aèU RIA3R 0 I#I0ITA$3TJAO IlOITIQOAD w30f Iwo to13 8 OIbOIT 4o3 flIA WWI - U DqJ U e&O .,et.1 U hO •IouR loeqyT 33R TlMR3 -' I - tnmqiup3 to *qyT olai :2140m 103 JAI12 2 . .q.H atinU .bnoD iiA - s3 .q.H.-zI,U noiiaiopiteR c3 q H -*ihio8 \ * .6 3 egcnnoT-*tinU_ A beiiR *eO UT8-ame11y21IAb930R s M U T avmt'D !CII 031r0$*'III4 Yt4$ .U.T.8-si1eHhIeW - I I ji "7 - - UT 3-et9M3H linU - 331T014 ev.:etoqnv3 3U8721403 80 )00W I OLQV OLIA 3JU4 03M0330 TIMRa4 81$T RI 80 .2YAO 03 msomw o3qmMMor0W2103IR0HTUA 11017 A 010 031100$AOA 80 0$42Ua81 )IflOW 80 4oTovyej4o3 M03 21 AROW 83TRA 3M1T VItA TA BVAO Ot 40 00I1434 noR nouehineV (\ 0_*& - - 21111 031IIMAX3 OIIA 0A30 3VAH I TAI4T Y111?832 V338314 1 inU nnilbnsH _ilA -. 1330003 01.10 3UWI 3801 3M02 311? WOIVI 0110 V0ITA3UA 2IHT PUI1R3V0ø 23314*141000014* 8WAJ W DIQI2IV000 .1 30 W — --- I '.----____ 1o36i8fl13fl1 ------.--... — - —. 03It332 03HT3HW 1111W O3LJQMO3 .LJ1W $OOW 3q 7014 2300 TIM93 A 10 fl1IIT$AOØ 3117 7014 fib 11130311 3147 J3311A3 140 91*.JOIV. Or *T4R0H?UA V4D 07 BMLJ3BRq ØI4ITAJUØ3R W14J .IA3OJ 14031731437170 'lIlA 0 2&10I37VOf4Q 140113U14721103 qO 33p1AMR01R3 31.47 80 MOIT3URTbIO3 NNI I 13,aor Yi1** O*SIROKYU* $ooafaovKoa 0lNUYAJISI 12 TIM8E11 == I14 JATOT (3tAOI 1IIW8 TIMWdq RUOY 31 2IHT 13 OM ?I3 Q alJAVTI 3TAQIJAVVJR3RqM3Hw. i f 112*3 ' OM Jg1 tTAOI PLUMBING PERMIT. APPUCATION City of CARLSBAD, CALIFORNIA 92008 22 c7 Applicant to complete numbered spaces only. Phone 7291181 . Permit Nn f JOB ADDRESS 2333 LEGAL 1DESCR.j LOT NO. I BLK J TRACT OWNER MAIL ADDRESS - ZIP PHONE 2 /m1111wi,,4 CONTRACTOR MAIL ADDRESS PHONE STATE LIC. NO. ih-i •Ij_;o 4 -; 24/f/J CITY LIC. NO. /6 ? ARCHITECT OR DESIGNER MAIL ADDRESS 'I 41.1 PHONE LICENSE NO. ENGINEER MAIL ADDRESS • - .5 PHONE LICENSE NO. COMPENSATION (NS. CARRIER MAIL ADDRESS 6 : BRANCH USE OF BUILDING 1. • -. 8 Class of work: I 'EW 0 ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES • I No. Type of Fixture or Item . . Fee SPECIAL CONDITIONS: - WATER CLOSET (TOILET) BATHTUB - LAVATORY (WASH BASIN) - SHOWER 'KITCHEN SINK & DISP. 4 / DISHWASHER APPLICATION ACCEPTED BY PLANS CHECKED BY • APPR 0 ' ISSUANCE BY. DATE - LAUNDRY TRAY CLOTHES WASHER WATER HEATER NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR 'A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- 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 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 TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF - FLOOR—SINK OR DRAIN MENCED. SLOP SINK - GAS SYSTEMS: NO. OUTLETS -_ WATER PIPING & TREATING EQUIP. - - - - - - WASTE INTERCEPTOR - - VACUUM BREAKERS ____________________________________ / LAWN SPRINKLER SYSTEM . SEWER - NUMBER CLEANOUTS - CESSPOOL SEPTIC TANK & PIT ROOF DRAINS SIG7tRE OF C*YRACTOR OR AUTHORIZED AGENT. (DATE) - ISSUANCE FEE $ SIGNATURE _OP_ OWNER _(IF _OWNER (DATE). TOTAL FEES $_BUILDER) WHEN PROPERLY VALIDATED-(IN THIS SPACE) THIS IS YOUR PERMIT PLAN' CHECK VALIDATiON', CK. M.O. CASH - PERMIT VALIDATION cii. - M.D. • CASH . V . . . •. ................• INSPECTOR INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR. NOTES, FOLLOW-UP, ETC., - - 7-16-76 All systems are in on a separate meter. Very good work with copper -control riser. T. Mata -. -. 4 2-25-76 Did not pour steel schedule on 1st floor as per plan. They had steel at 24" o.c., plan calls for 4" o.c. They called L.A. for approval for alternate. T. Mata 3-4-76 very nice pour. They used a boom and a bucket. All steel was installed as per revision detail from engineer. T. Mata 3-17-76. 3rd floor of both towers are being poured with crane and bucket. Lab inspector on job. Steel and beams are in place tying both towers. T. Mata 4-6-76 Poured the top equipment areas on two towers. Also poured footing for block wall on west p1 area. Good pour done with bucket type boom. T. Mata 4-9-76 Very good nailing, O.K. to proceed. 1st and second floors. T. Mata 4-14-76 Very good pour. 5 1/2 pumped it in with big pump. T. Mata 5-3-76 Very good drywall nailing on 1/2 type x board O.K. to tape. T. Mata 5-24-76 Drywall in restrooms O.K. 2nd floor. South wall 3rd floor O.K. Light recess on first floor- need repair, new piece of board—One partition coming off south wall new center not lathed yet will call for. inspection. R. S. Osburn 4e 4€ 5-25-76 O.K. to remove some debris from footing: R.S.O. 5-27-76 Footing on retaining wall: O.K. Those couple pieces-of steel re-bar to have little more bend to get out of soil and clearance. Ducts-O.K. R.S. Osburn 5-25-76 Stub wall off of south well 2nd floor- Drywall O.K. R.S.O. 6-3-76 Retaining Wall: All steel is in place as per plan, vertical and horizontal. T. Mata 6-2-76 Partial clearance on drywall . Green board 5/8 type x has been installed in bathrooms also seams coated with approved imulshan.T. Mata 6-8-76 Rebar for footing: Good footings and steel work. Footings were widened to accomodate for storm drains going thru footings. T. Mata (25-76 Good screw nailing, O.K. to tape, not quite ready but O.K. to go with what they have. T. Mata 6-11-76 Second floor drywall partially nailed should be ready by late P.M. T. Mata \ / FORM I PAGE I JP Testing Engineers -San Diego 3467 KURTZ ST P.O.BOX 80985 SAN DIEGO CA 92138 (714) 225-9641 PAGE 1 OF 2 LABORATORY NUMBER• SD31-891 INSPECTION REPORT DATE March 26, 1976 FILE: 5005, Permit #75-3196 JOB: NcMahan's Furniture Stores Home Office Building ADDRESS: 2333 State St., Carlsbad, California INSPECTION OF Reinforced Masonry and Structural Steel Assembly FABRICATOR OR ERECTOR: Ebco Steel and Woolen Masonry CONTRACTOR: N.H. Golden Construction Co. SHOP- FIELD________ PLANT DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE. REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR DATE 3/22 /76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR David J. Akers DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, .Grade 40. Mortar: Type "M" (2500 psi). Grout: 1 cement, 3 sand, two 3/8" rock (2000 psi). Structural Steel: ASTM A36 and A501. Electrodes: AWS E6011 and E7018. Certified Welder: C. Grove. Inspected laying of masonry units in east and west towers to listed elevations. Work inspected for proper placement of masonry units, reinforcing steel and embeds. Secured test samples as noted. 74, Reinforced Masonry: Inspected masonry to following elevations: west tower - west wall, 3rd floor plus 10t_3t; south wall, 3rd floor plus 10'-3"; east wall, 3rd floor plus 9'-1"; north wall, 3rd floor plus 10'-9"; center of north wall, 3rd floor plus lO'O"; and center of south wall, 3rd floor plus 51-611; east tower - north wall, 3rd floor plus 8'-10"; and west wall, 3rd floor plus 8'-l". Structural Steel Assembly: Inspected rewelding of beam clips to columns at 2nd floor, Lines 1/ and "E" and II and "H", and at 3rd floor at Lines 1/ and "F" and 1/ and "G". Beam clips removed and rewelded in order to obtain required floor elevations. Witnessed cutting & welding operations. We].ding inspected for completeness, evidence of visible defects and compliance with approved shop drawings. Inspected welding of reinforcing steel to stiffeners on wide flange beams, 2nd floor, Line "H" - l'-lo" at 3 and - 51-3" as per conversation of 3/17/76 with Mr. John Kamotis. Welds visually inspected and found to be ácce table. RECETVEb MAR 31. 1i Testing Engineers -San Diego 47 ICUPT7 ST Pø RY 8048 AN nircn CA 42I8 (714) 225.941 FORM I JP PAGE 2 OF 2 LABORATORY NUMBER SD31-891 JOB.: McMahan's Furniture Stores Home Office Building DATE 3/23/76 REG. HRS. . 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE 3/24/76 REG. HRS. 8.0 O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 3 /25 /76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE .3/26/76 REG. HRS. 8.0 0. T. HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Continued inspection at west tower to following elevations: west wall, 3rd floor plus 10'-3"; south wall, 3rd floor plus 111 _611; east wall, 3rd floor plus 12'-0"j north'wall, 3rd floor plus 10'-9"; center of north wall, 3rd floor plus llt_4hI; and center of south wall, 3rd floor plus ll'-4". Reinforced Masonry: Continued inspection at west tower to following elevations: west wall, 3rd floor plus 13'-2"; south wall, 3rd floor plus 141_01 1; east wall, topped out; north wall, .3rd floor plus 11'-10"; center of north wall, 3rd floor plus 12'-7"; and center of south wall, 3rd floor plus l3t_llI. Structural Steel Assembly: Inspected cutting loose & rewelding of wood joists and beam hangers on steel beams flanking elevator shaft. Work inspected on 2 beams each at 2nd and 3rd floors and on 2 beams for roof which are not erected. Welds visually inspected for conformance with welding code and approved details. Steel beam flanges subjected to cutting torch inspected for gouges and cuts. All discrepancies noted & corrected by ironworkers. Reinforced Masonry:Continued inspection of east and west towers to following elevations: west tower completed; east tower - east wall, 3rd floor plus 101-11'; south wall, 3rd floor plus 1OI_4hI; center of south wall, 3rd floor plus 8t_511; and center of north wall, 3rd floor plus 8-9'. Secured grout samples, marked McM G-25 A-B-C, at east tower east wall,3rd floor plus 9'-6". Reinforced Masonry: Continued inspection at east tower to following elevations: east wall, 3rd floor plus 111_1t1; south wall, 3rd floor plus lit-ill; north wall, 3rd floor plus il'-4"; west wall, 3rd floor plus lOt_11 ; center of south wall, 3rd floor plus 10'-i"; and center of north wall, 3rd floor plus 10'-].'. RECEIVED MAR 31 1976 'CITY OF CARBP REPORTED TO: McMahan's Furniture Stores Mosher/Drew/Watson Associates, Architects (1) Kariotis & Kesler, Structural Engineers (;rity i.H. Golden Construction Company of Carlsbad Building Insp. Dept. TESTING ENGINEERS/ SAN DIEGO THC:kh T.H. hapmin, R!E. #12882 FORM I. PAGE I JP - Testing Engineers: San Diego 3467 KURTZ ST P.O.BOX 80985 SAN DIEGO CA 92138 (714) 225-9641 LLABORATORY NUMBER SD31515 INSPECTION REPORT DATE Feb. 18, 1976 FILE: 5005, TESD #1379, Permit #75-3196 JOB: McMahan's Furniture Stores Rome Office Building ADDRESS: 2333 State St., Carlsbad, California INSPECTION or Reinforced Masonry FABRICATOR OR ERECTOR Woolen Masonry and Davidson Steel CONTRACTOR: M.H. Golden Construction Co. SHOP_______ FIELD_______ PLANT DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615,. Grade 40. Mortar: Type "S" (1800 psi). Grout: 2000 psi. DATE 2/12/76 REG. HRS. 4.0 0. T. HRS. REINSP. HRS. INSPECTOR Jjnes M. Lee Masonry work started and closed down due to too much moisture in bricks for grouting. DATE 2/13/76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR Inspected placing of reinforcing steel and building of masonry walls around east stair tower to height of 4' above 1st floor. DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR cPRLSP cvr( Of DepartIrli (1) McNahan's Furniture Stores REPORTED To: (2) Mosher, Drew, Watson Associates, Architects Kariot:Ls & Kesler, Structural Engineers M.H. Golden Construction Company (t)—City of Carlsbad TESTING ENGINES - SAN DIEGO REVIEWED Y TUC : kh T. A. Chapma , R.E. #12882 Testing Engineers - San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138. (714) 225.9641 City of Carlsbad Building Itispection Department . January 26, 1976 1200 Elm Avenue . Carlsbad, California 92008 .• . .. . Project: NcNahan's Furniture Stores Home Office Building Permit # 75-3196 2333 State Street, 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, foundations and self supporting slabs (f'c 3000 psi) NO Erestressed Concrete . YES Reinforced Nasonry, brick masonry work, except retaining walls. YES Structural Steel Assembly, all field welding . NO Non-Destructive Testing . . . • . NO Other: . . . . . . Sincerely, . . . . TESTING ENGINEERS, INC. /• LAS : rin r(r • JAN 2,7 1976. CITY OF CAR WSSAD YEAR: 1976 DATE LAB. NO. CAST C31- I MO. DJ 258 I 1/26 TESD No. 1379 LOCATION IN STRUCTURE undation on "A" Line. .M. 26A. Made by TESD. 313 1/29 . North end of guest stair tower. N.M. 29A. Made by TESD. FORM so iF Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 FILE No. 5005 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit No. 75-3196 JOB: NcMahan's Furniture Stores Home Office Building ADDRESS: 2333 State Street Carlsbad, California 92008 Mix No. 85113 SPEC. 28-DAY STR._3000 PSI TYPE CEMENT 5.15 Scv SPEC. SLUMP ______IN. ADMIx. _Pozz._300 1 AGG. SIZE IN. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE OTHER AND SLUMP I 7-DAY 26-DAY I TEST RESULTS INITIALS IN. I I AGE I I 3-1/2 I 2720 I I I 1 2/5176 4-1/2 I 2410 FEIB 1:3 1I76 CITY Bulk NcNahan's Furniture Stores Mor/DrewWatsonAssociates 1Jariotis & esler, Structural Engineers N. H. Golden Construction Company. 1 ity of Carlsbad Building Inspection Department (1) Conrock ThC:rm TESTING ENGINEER S N DIEGO CST Th mas H. Ch pman, R.E.#12882 Testing Engineers - San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 FORM I PACE I JP LABORATORY NUMBER 5D31-393 INSPECTION REPORT DATE January 30, 1976 FILE: 5005, TESD #1379, Permit #75-3196 JOB: McMahan's Furniture Store 2333 State Street ADDRESS: Carlsbad, Cal4% to 1 INSPECTION OF Reinforced Concrete Reinforced Masonry FABRICATOR OR ERECTOR: Davidson Steel \Woolen Masonry CONTRACTOR: M.H. Golden Construction Co. SHOP rFIELD PLANT _- DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTOR DATE 1/26/76 REG. HRS. .60* 0. T. HRS. REINSP. HRS. INSPECTOR James H. Lee DATE 1/28/76 REG. HRS. 8.0 0.T.HRS. 1.0. RE,NsP. HRS. INSPECTOR DATE 1/29/76 REG. HRS. 8.0 0.T.HRS. REINSP. HRS. INSPECTOR DATE 1/30/76 REG. HRS. 8.0 O.T.HRS. REINSP. HRS. INSPECTOR Reinforcing: ASTM A615, Cr 40 2000 PSI ortar: •Type "S", 1800 PSI 150 A ' Reinforced Concrete: 4n4ected placing 38 cubic yards of Mix #85133 concrete in east stair to foundation. Secured three test samples of concrete, marked Mix:26A, 3½" slump. Reinforced Masonry: Inspected vertical reinforcing steel for placement, grade and size in east stair tower, plus laying double walls 12" above foundation. Secured three samples of mortar, marked M.M. 28A and three test samples of mixed on site grout, marked M.M. 28B. Reinforced Concrete: Inspected reinfording steel for placement, grade and size in west stair tower foundation. Reinforced Concrete: Inspected placing 41 cubic yards of Mix #85113 concrete in west stair tower foundation. Secured three test samp1s, marked M.M. 29A, from north end, 4½" slump. Reinforced Masonry: Inspected placing horizontal reinforcing steel and building double walls of east stair tower to first floor and wall grouting using low lift method. Secured three test-samples-of mortar, marked M.M. 29B ath three test samples of mixed on site grout, marked M.M. 29C. Reinforced Masonry: Inspected placing horizontal reinforcing steel and building and grouting masonry walls to 2 feet above first floor of east stair tower, plus the layout and starting walls of west stair tower. Reinforcing steel with Japan markings will have mill report furnished. Securedthree test samples of grout, marked M.M. 30 A from west stair tower. Hours prorated with other work. REPORTED TO: McMahan's Furniture Stores Mosher/Drew/Watson Associates, Architects (1) Kariotis & Kesler, Structural Engineers (2)Mw —Grden Construction Company (4) City of Carlsbad Building Inspection Dept. TESTING ENGI R - SAN DIEGO /71 C R.E, #12882 ThC:pi . . . Thomas H. Chapm, DATE REG. HRS. O.T.HRS. REINSP. HRS INSPECTOR Reinforcing Steel: ASTM A615, Grade 40. Inspected reinforcing steel for grade, size and placement in stair foundation mat on•"A" Line. Met with City Inspector, Job Superintendent, Soils Inspector and Masonry Contractor. DATE 1/23/7 REG. HRS. 4.0 0. T. HRS REINSP. HAS. INSPECTOR James M. Lee DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTOR FORM I PAOI I JP Testing Engineers -.San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 LABORATORY NUMBER sD31-311 INSPECTION REPORT DATE January 28, 1976 FILE: #5005, TESD #1379, Permit No. 75-3196 INSPECTION OF Reinforced Concrete JOB McMahan' s Furniture Stores FABRICATOR OR ERECTOR: Davidson Iron Works Home Off ice Building CONTRACTOR: M. H. Golden Constriicti on Co. ADDRESS 2333 State Street. . SHOP FIELD XXX PLANT Carlsbad. California DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR JAN 2t CITY OF CARLSBAD Building Department I: • REPORTED TO: (1) McMahans Furniture Stores (2) Mosher/Drew/Watson & Associates, Arthitects (1) I(riotis & Kesler, Structural Engineers (2)4'!. H. Golden Construction Co. TESTING ENGINI - SAN. DIEGO (t) City of Carlsbad Building Inspection Dept,EVIE _ /yVp TUC: am T. H. Chapma R.E. #12882 - FORM 1 PAOC I JP Testing Engineers -San Diego 3467 KURTZ ST P.O.BOX 80985 SAN DIEGO CA 92138 (714) 2259641 LABORATORY NUMBER 5D31-431 INSPECTION REPORT DATE February 10, 1976 FILE: #5005, TESD #1379, Permit. #7:5-3196 JOB: McMahan's Furniture Stores Home Office Building 2333 State Street ADDRESS: Carlsbad, California INSPECTION OF Reinforced Masonry FABRICATOR OR ERECTOR: Woolen Masonry CONTRACTOR: N. H. Golden Construction Co. SHOP_______ FIELD_______ PLANT DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE 2/2 /76 REG. MRS. 8.0 0.T.HRS. REINSP: HRS.. INSPECTOR James M. Lee DATE PEG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 40. Mortar: . . . . Type"S" (1800 psi). Grout: 2000 psi. Inspected placing horizontal reinforcing steel and building double walls, plus grouting to three feet above first floor, west stair tower. A discussion is being conducted with Architect about grade and mill reports of reinf. steel. Received one mill report on No. 4 reinforcing steel made in Japan. The various mills have been identified as Kimberly Steel Company, Wittman Steel Company, Allison Steel Company, Sóule Steel Company, Nisho Iwai Company (Japan).- Korea Steel-No. 3 and 4 bars under door shipped by ASAHI Steel Worké Ltd. .. . . . DATE 2/3/76 1 John Idles of Kariotis & Kesler advised Bill Lewis of M. H. Golden that.the REG. HRS. 6.0* I 60 Grade bars that were in question, extending out of foundation were 0.T.HRS. I acceptable.and that -column mats could be poured with the grade 60 already I REINSP. HRS. fabricated.. All other bars on site have been replaced with 40 Grade. Mill INSPECTOR reports have been received from various mills for reinforcing steel shipped 1 to site. DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR Inspected placing reinforcing steel and building west stair tower walls to 4k feet above first floor and grouting, also two feet above first floor in east stair tower. *Hours prorated with other work.. I (1) McMahan's Furniture Stores REPORTED TO: (2) Mosher, Drew, Watson & Associates Kariotis & Kesler, Structural Engineer M. H. Golden Construction Company (1)—Gity of Carlsbad Building Insp. Dept. ThC:ain 1EESTING /)Jt/WT REE/. T.. H. Ch~ayAa SAN DIEGO , R.E. #12882 DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 2/17/7 REG. HRS. 8.0. 0.T. HRS. REINSP. HRS. INSPECTOR James H. Lee RECEIVED Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEG1f4q96196CARMSP9.9641. JInamArtmiant FORM I •PACK I JP LABORATORY NUMBER SD31-574 INSPECTION REPORT DATE February 26,196 FILE: 5005, TESD #1379, Permit #75-3196 INSPECTION OF Reinforced Concrete Reinforced Masonry JOB: NcMahan's Furniture Stores FABRICATOR OR ERECTOR: Wooley Masonry Home Office Building CONTRACTOR-M.H. Golden Constructi6n Co. 2333 State Street ADDRESS: Carlsbad, California SHOP______ FIELD _X PLANT______ Reinforcing Steel: ASTM A 615, Grade 40 Mortar: Type "S" (1800 PSI) Concrete: Nix #85113 (5.15 sk., 3000 PSI) Inspected placing horizontal reinforcing steel and b4lding and grouting brick walls of west stair tower to height of 65' 39ove first floor. ,14 DATE 2/18I7 Inspecedplacing horizontal rein o eel and building walls of west stair REG. HRS. 8.0 tower 8.5' above first floor. 0. T. HRS. REINSP. HRS. INSPECTOR . . . . . . Reinforced Masonry: Secured three test samples of mortar marked N.M. 19A DATE 2/19/76 from east stair tower walls 4.5' above first floor. Three samples of grout REG. HRS. 8.0 marked M.M. 19B from west stair. tower. 0. T. HRS. REINsP. HRS. Reinforced Concrete: Inspected reinforcing steel for placement, grade and INSPECTOR . size in column mats Al, Bl, tfl, Dl, El, B3, C3, and-D3, plus placing 11 cubic yards of concrete in above locations. Secured three samples of concrete, marked M.M. 19C with 3" slump. DATE 2/20/7 REG. HRS. 8.0 Inspected placing horizontal reinforcing steel and building brick walls of O.T.HRS. east stair tower to height of 8.5' above first floor. REINSP. HRS. INSPECTOR (1) McMahan's Furniture Stores REPORTED TO: (2) Mosher/Drew/Watson Associates, Architects (1) Kariotis& Kesler, Structural Engineers (2),M.H.. Golden Construction Company . (1') City of Carlsbad Building Inspection Depart-TESTING ENGINEERS - SAN DIEGO REVIEWED BY. WLC:pi . . William L. Cochrane, R.E.#24445 - FORM $6 JP R E CEIVED Testing Engineers -San Diego 1q76 3467 KURTZ ST.. P.O. BOX 80985. SAN QJQ. CA.92138 (714) 225.9641 iiiY OF CARLSBAD BwIJ111 Dcpartn1enI FILE No. ES 5005 SUMMARY OF COMPRESSION TT RESULTS PAGE ONE Permit No. 75-3196 JOB: McMahan's Furniture Stores Mix No. 85113 SPEC. 28-DAY STR._3000 Psi Home Office Building ADDRESS: 2333 State Street TYPE CEMENT 5.15 SCY SPEC. SLUMP ______IN. Carlsbad, California 92008 ADMIX. Pozz.300 AGG. SIZE __IN. YEAR: 1976 TESD No. 1379 ULTIMATE COMPRESSIVE STRENGTH.PSI MAIL DATE DATE . OTHER AND TEST RESULTS LAB. NO. CAST LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY INITIALS C31- Mo. DA. . IN. AGE 258 1/26 Foundation on "A" Line. 3-1/2 2720 4900 60-day *Disc. 2/5/76 I.M. 26A. Made by TESD. 2/26/76 313 1/29 North end of guest stair 4-1/2 2410 4300 60-day *Disc. tower., M.M. 29A. Made by TESD. 443 2/19 Bi Column Pad. M.M. 19C. 3-1/2 2710 Made by TESD. . . McNahan's Furniture Stores Mosher/Drew/Watson Associates (1) Kariotis & esler, Structural Engineers (2.M. H. Golden Construction Company (if) City of Carlsbad Building Inspection Department (1) Conrock THC :rm TESTING ENGINEER S N DIEGO Th mas H. 'Chipman, R.E.#12882 I FORM 16 jr Testing Engineers -San Diego . 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO, CA 92138 (714) 225.9641 FILE No.- 5005 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE - Permit No. 75-3196 JOB: McNahan's Furniture Stores Home Office Building ADDRESS: 2333 State Street Carlsbad, California 92008 Mix No.- 85113 SPEC. 28-DAY STR._3000 PSI TYPE CEMENT 5.15 - SCY SPEC. SLUMP ______IN. ADMIX. Pozz. _300 AGG. SIZE IN. YEAR: 1976 LAB. NO. DATE CAST C31- MO. DA. 258 1/26 313 1/29 443 I 2/19 505 . 2/25 TESD No. 1379 LOCATION IN STRUCTURE Foundation on "A't Line. 'l.M. 26A. Made by TESD. North end of guest stair tower. N.M. 29A. Made by TESD. Bl Column Pad. N.M. 19C. Made by .TESD. Column stem Bl. M.M. 25A; Made by .TESD. ULTIMATE COMPRESSIVE STRENGTH.PSI MAIL DATE AND OTHER TEST AGE RESULTS SLUMP IN. 7-DAY 28-DAY INITIALS 3-1/2 2720 4900 60-day *Disc. 2/5/76 2/26/76 3/4 /76 4-1/2 2410 4300 60-day *Disc. 3-1/2 I 2710 2460 O)VA91 MAR tj 1976 OF CIRL$9 Ing Dparfme McNahan's Furniture Stores Mosher/DreWWatSon Associates Kariotis & esler, Structural Engineers M. H. Golden Construction Company (.l#) City of Carlsbad Building Inspection Department (1) Conrock • THC rm TESTING ENGINEER S N DIEGO BY 42 Tb mas H. Ch1pman, R.E.#12882 • FORM I PAOC I JP to CO ® N- (1).- -. cco Testing Engineeran Djçgo 3467 KURTZ ST.. P.cT5Px 885. ,6IEG0. CA 92138 (714) 225.9641 PANE LABORATORY NUMBER SD31-644 SPECTIOEPORT DATE Feb. 27, 1976 -3196 FILE: 5005, TESD #1379 Permit JOB: McNahan's Furniture Stores Home Office Building 2333 State -Street ADDRESS:, Carlsbad, California INSPECTION OF Reinforced Concrete & Reinforced Masonry FABRICATOR OR ERECTOR: Woolen Masonry & Davidson Steel CONTRACTOR:N H. Golden Construction SHOP FIELD_____ PLANT_______ DATE Reinforcing Steel: ----- ASTM A615, Grade 40. REG. HRS. Concrete: Mix #85113 (5.15 sks., 3000 psi.) O.T.HRS. Masonry Units: J1. ASTM C-623. Grade MWW REINSP.HRS. Mortar: gl#41" Type "M" (2500 psi) INSPECTOR Cro" hi 1 Cement : 3 Sand : 2 3/8" Rock • J'ii ti - (2009—psi) - - DATE 2 /21 76 Inspected placing of horizontal reinforcing steel and building brick REG. HRS. walls of west stair tower to height of 10-1/2 feet above 1sor. O.T.HRs. 8.0 REINsP. HRS. INSPECTOR James N. Lee Inspected placing horizontal reinforc l and building brick walls 1' DATE 2/23/76 REG. HRS. 8.0 above 2nd floor in west stair tower, all brackets and bolts placed & grouted. O.T.HRS. . Missing 3" x 3/8" plate from top of beam into slab ordered& to be installed REINSP.HRS. prior to placingconcrete in deck. INSPECTOR DATE 2/24/76 Inspected placing horizontal and vertical reinforci4/steel and building REG. HRS. 8.0 east stair tower 1 foot above 2nd floor. AL e O.T.HRS. - REINSP. HRS. . All brackets and bolts placed and grouted. A Al ill" INSPECTOR lJ 4 DATE • 2/25/76 Reinforced Masonry: Inspected placing vertical and horizontal reinforcing REG. HRS. 8.0 steel and building east stair tower 3 feet above 2nd floor. Inspected O.T.HRS. placing vertical & horizontal reinforcing .stee.l plus building walls to REINSP. HRS. • height. of 3 feet above 2nd floor after removing bricks that were in excess INSPECTOR of 16" on lead tier and 8" on lower tier. 11 FORM I JP Testing Engineers - San• Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 PAGE TWO LABORATORY NUMBER sD31-644 INSPECTION REPORT DATE Feb. 27, 1976 DATE 2/25/76 REG. HRS. Con 't. 0. T. HRS. REINSP. HRS. INSPECTOR James N. Lee DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR DATE 2/26/76 REG. HRS. 8.0 0.T.HRS. REINSP. HRS. INSPECTOR David J. Akers DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Inspected installation of ties, dowelis and anchor bolts plus placing 11 cu. yds. of Mix #85113 concrete in column stems 1A, B, C, D &E, 3B,......... C & D and column pads 3E & 3F. Secured 3 test samples of concrété, marked N.M. 25A with 4-1/2" slump from Column Stem IA. Inspected reinforcing steel for placement, grade and size in 2ndJf1o0r slab of west stair tower. Previously missing 3" x 3/8" plate and drag bar installed. Work to be completed prior to placing concrete include eight #4 x 5' top bars, stair beam to be chaired to proper height plus cleaning deck. Reinforced Concrete:. Inspected installing of top bars, chairing beam & cleaning deck. Alternating#4 dowells not previously reported are missing. Concrete pour cancelled and Engineer notified. David Akers of Testing Engineers -.San Diego arrived on. jobsite at 7:30 AM to take over inspection duties from Mr. -Lee. Inspected laying of masonry units in east and west towers to following elevations: East Tower: East wall, 2nd floor +2' - 6"; North wall, 2nd floor + 3' - 11"; and South and West wall, 2nd floor .+ 3' -. 9". West Tower: East wall, 2nd floor + 4' - 8"; North wall, 2nd floor + 4'- 3"; West wall, 2nd floor + 2' - 011; and South. waIl, 2nd floor + 3' - 11". Work found to be as per details on approved, drawings and specifications. Grout placed as work proceeded. Secured grout samples MG 26A, B and C at southeast corner Of west tower at elev. 2nd floor + 4'. DATE 2/27/76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR Continued masonry inspection at east and west, towers. East Tower: East wall, 2nd floor + 5' - 5"; North wail, 2nd floor + 5' - 5"; West wall, 2nd floor + 4' - 6"; .and South wall, 2nd floor + 5' - 8". West Tower: East wall, 2nd floor + 5' . 711; North wall,, 2nd floor +6' - 011; West wall, 2nd floor + 4' - 811; and South wall, 2nd floor +.6' - 011.'Secured Testing Engineers -San Diego 3467 KURTZ ST.. P.O. obx 80985. SAN DIEGO. CA 92130 (714) 225.9641 PAGE THREE FORM I JP LABORATORY NUMBER SD31-644 INSPECTION REPORT DATE Feb. 27, 1976 DATE 2/27/76 REG. HRS. Con't. O.T.HRS. REINS!. HRS. INSPECTOR David J. Akers DATE 2/28/76 REG. HRS. O.T.HRS. 8.0 REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP, HRs. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR mortar samples MM 27 A, B and C at East wall of East Tower at elevation 2nd floor + 4'. Continued masonry inspection at east and west towers. East Tower: East wall, 2nd floor + 5'- 11"; North wall, 2nd floor + 6' - 7"; and South wall, 2nd floor + 7' -.11". West Tower: East wall, 2nd floor + 6' North wall, 2nd floor + 6' - 5"; West wall, 2nd floor + 6' - 9"; and South wall, 2nd floor + 6' - 9". REPORTED TO: (1) NcMahan's Furniture Stores (2) Mos1ier/Drew/Watson Associates, Architects (1) Kariotis & Kesler, Structural. Engineers (2)). H. Golden Construction Company TESTING EP j-l) City of Carlsbad . . Y. ThC : rm . . H. - SAN DIEGO n, R.E. #12882 Testing Engineers -San Diego 3487 KURTZ ST.. P.O. Box 80985. SAN DIEGO, CA 92138 (714) 225.9641 PAGE ONE FORM I PAGE I JP LABORATORY NUMBER sD31-707 INSPECTION REPORT FILE 5005, TESD # 1379 Permit #75-3196 JOB: McMahan's Furniture Stores Home Office Building RECEIVED 2333 State Street ADDRESS: Carlsbad, California 7 1-976 DATE Mar. 10, 1976 INSPECTION OF Reinforced Concrete and Reinforced Masonry FABRICATOR OR ERECTOR: Jack Woolen/ Davidson Steel CONTRACTOR: N. H. Golden Construction SHOP_______ FIELD____ PLANT DATE Reinforcing Ste REG. HRS. Masonry Units C*Y OF Grade 40. Grade MW. Type "M", 2500 psi 0.T.HRS. Mortar: : Building Depart REINSP.HRS. Grout: . 1 cement : 3 sand : 2 3/8" rock INSPECTOR Concrete: Mix #81315 (5.65 sks., 3000 psi) DATE 3 /1/76 Reinforced Masonry: Inspected laying of masonry units, placing of rein- REG. HRS. 4.5 forcing steel and grouting of walls at east and west towers. Work performed O.tHRS. in accordance with details of approved, drawings and specifications. Work REINSP.HRS. completed to the following elevations: West Tower: West wall, 2nd floor INSPECTOR + 6' - 9"; south wall, 2nd floor + 8' - 1"; east wall, 2nd floor + 7' - 0"; north wall, 2nd floor + 7' - 11". East Tower: East wall, *2nd floor + 7' - 9"; David J. Akers south wall, 2nd floor + 7' - 1"; north wall, 2nd floor + 6' - 10"; west DATE 3/2/76 wall, 2nd floor + 4' - 6". REG. HRS. 2.0 0.T.HRS. Reinforced Masonry: Arrived at job and found bricks on pallets and in walls REINSP.HRS. saturated with water. Masonry Contractor elected not to work. INSPECTOR Reinforced Concrete: Inspected reinforcing steel in 2nd floor slabs and DATE 3/3/76 beams at east and west towers. Reinforcing steel inspected,for size, grade, REG. HRS. 4.0 and compliance with approved drawings, specifications and changes. At east O.T.HRS.. . tower, two additional #4 x 5' - 0" needed between Lines 3 and 4 and trim REINSP.HRS. bars missing around opening at Line S - 3' - 0". All other reinforcing INSPECTOR steel found to be acceptable. DATE 3/4/76 Reinforced Concrete: Reinspected 2nd floor slabs at east and west towers, REG. HRS. 4.0 found to be accpetable. Inspected column footing off Line 5 at Lines "D" 0.T.HRS. and "E", found to be acceptable. REINSP. HRS. INSPECTOR Witnessed placing of approximately 10 cubic yards of #81315 concrete in 2nd floor slabs and column footings. Secured test cylinders McMC 4A,. B & C, IL, FORM I JP Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 809YANEGO. CA 92138 (714) 225.9641 LABORATORY NUMBER SD31-707 INSPECTION REPORT DATE Mar. 10, 1976 DATE 3/4 /76 REG. HRS. Con 't. 0. T. HRS. REINSP. HRS. INSPECTOR David J. Akers DATE 3/5/76 REG. HRS. 2.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR of 4-1/2" slump concrete. Reinforced Masonry: Arrived at job as requested. Masonry Contractor examined bricks on pàllets and found them. too wet to work with. REPORTED To (1) McMahan's Furniture Stores. (2) Mosher/Drew/Watson Associates, Architects Kariotis & Kesler, Structural Engineers M. H. Golden Construction Company 44)—City of Carlsbad Building Inspection Department 7! TESTING ENGINEERS - SAN DIEGO REV ( THC:rm . Thomas L; Chapman, R.E. #12882 DATE 3/8/76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR David J. Akers DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTOR RECEIVED FORM I PAGE I JP Testing Engineers -San Diego MAR 19 1976 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. £1tQF GARLSB.A4I BuT7dfrz ..Jrtrnent PAGE 1 OF 2 I LABORATORY NUMBER SD31-759 INSPECTION REPORT DATE March 17,1976' FILE: 5005, Permit #75-3196 INSPECTION OF Reinforced Masonry McMahan's Furniture Stores FABRICATOR OR ERECTOR: Woolen Masonry Home Office Building CONTRACTOR: M.H. Golden Construction Co. ADDRESS: 2333 Sfate St., Carlsbad, California SHOP______ FIELD _XXX PLANT DATE I REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0.T. HRs, REINSP. HRS. INSPECTOR Reinforcing Steel: ASTMA615, Grade 40. Mortar: Type "N" (2500 psi). Grout: 1 cement, 3 sand, two 3/8" rock (2000 psi). Inspected laying of masonry units, placing of reinforcing steel and bolts, and grouting of east and west towers. Work found to be as per applicable details and specifications. Work inspected to following elevations. DATE 3/9 /76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR Inspection of west tower: west wall, 2nd floor plus 8'-2"; south wall, 2nd floor plus 9'-611; east wall, 2nd floor plus 8'-9", and north wall, 2nd floor plus 9L0" Inspection of east tower: east wall, 2nd floor plus 7'-11"; east wall, 2nd floor plus 7'8".; north wall, 2nd floor plus 7'-811 ; and west wall, 2nd floor plus 71_Bhl Secured grout samples, marked NcN C-A, C-B, G-C, at west tower, east door lintel. (2nd floor plus 8'-0"), and mortar. sample, marked McM N-A, N-B,. N-C, at east tower, west door intel' (2nd floor plus 8'-0"). Inspection of west tower: west wall, 2nd floor plus 9'-6"; south wall, 2nd floor plus 10'-ll"; east wall, 2nd'floor plus 9'-611, and north wall, 2nd floor plus lO'-O". Inspection of east tower: east wall, 2nd floor plus 8'-9"; south wall, 2nd floor plus 9'-3"; north wall, 2nd floor, plus 9'-3"; and west wall, 2nd floor plus 9'-011 . . ' . FORM I JP Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO, CA 92138 (714) 225.9641 PAGE 2 OF 2 LABORATORY NUMBER SD31-759 JOB:. McMahan's Furnitures Stores, Home Office Bldg. DATE 3/10/76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE 3/11/76 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE 3/12 /76 REG. HRs. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR Inspection of west tower: west wall, 2nd floor plus 9'-9"; south wall, 2nd floor plus ll'-2"; east wall, 2nd floor plus llt_211; and north walls, 2nd floor plus ll'-2". Inspection of east tower: east wall, 2nd floor plus 10'2"; south wall, 2nd floor plus 10'-8; north wall, 2nd floor plus 10'-8"; and west wall, 2nd floor plus 108hI. Inspection of west tower: west wall, 2nd floor plus 111_lit; south wall, 3rd floor plus 0'-0"; east wall, 3rd floor plus ll'-6"; and north wall, 3rd floor plus 0'-0". Inspection of east tower: east wall, 2nd floor plus 10t_9; south wall, 2nd floor plus 111_ott; north wall, 2nd floor plus 10'8"; and west wall, 3rd floor plus Inspection of west tower: west wall, 3rd floor plus 0'-311; south wall, 3rd floor plus 0t_31I; and east wall, 3rd floor plus 0t_3t1. Inspection of east tower: east wall, 3rd floor plus 1t_2U; south wall, 3rd floor plus l'-2"; north wall, 3rd floor plus l'-O"; and west wall, 3rd floor plus 0'-6". DATE 3/13/76 Inspection of west tower: south wall, 3rd floor plus 2'-0"; east wall, 3rd REG. HRS. . floor plus 3'-2"; and north wall, 3rd floor plus l'-4". 0.T.HRS. 8.0(Sat.). Inspection of east tower: west wall, 3rd floor plus 0'-6". REINSP. HRS. INSPECTOR . DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR / . DATE REG. HRS. REINSP. HRS. INSPECTOR (1) McNahan's Furniture 'Stores REPORTED To: (2) Mosher/Drew/Watson Associates, Architects Kariotis & Kesler, Structural Engineers M.H. Golden Construction Company City of Carlsbad Building Inspection ' Department TUC : kh TESTING ENGINEER - AN DIEGO RE VIE - I T.11! Chap nn,. .. #12882 FORM to JP S Testing Engineers -San Diego S 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 FILE No. 5005 - SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit No. 75-3196 JOB: McNahan's Furniture Stores Home Office Building ADDRESS: 2333 State Street Carlsbad, California 92008 YEAR: 1976 TESD No. 1379 DATE LAB. NO. CAST LOCATION IN STRUCTURE C31- MO. DA. 258 1/26 Foundation on "A" Line. M.M. 26A. Made by TESD. 313 1/29 North end of guest stair tower. N.M. 29A. Made by TESD. 443 2/19 Bi Column Pad. M.M. 19C. Made by TESD. 505 2/25 Column stem Bi. N.M. 25A. Made by TESD. Mix No 85113 SPEC. 28-DAY STR._3000 psi TYPE CEMENT 5.15 SCY SPEC. SLUMP ______IN. ADMIX. Pozz.300 AGG. SIZE______ IN. * STORED AND CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH.PSI MAIL DATE . AND OTHER TEST RESULTS SLUMP 7-DAY 28-DAY INITIALS IN. AGE 3-1/2 2720 4900 60-day *Disc. 2/5/76 2/26 /76 3/4/76 4-1/2 2410 4300 60-day . *Disc. 3/18/76 3-1/2 I 2710 I 4470 160-day *Disc. 4½ I 2460 NcMahan's Furniture Stores Nosher/DrewWatson Associates Kariotis & esler, Structural Engineers N. H. Golden Construction Company _eil' City of Carlsbad Building Inspection Department (1) Conrock i L THC: rm TESTING ENGINEER S N DIEGO By Th mas H. 'Chipman, R.E.#12882 JOB: McMahan'sFurniture Stores I Home Office Building FILE: 5005 Permit #75-3196 INSPECTION OF Reinforced Concrete and Masonry and Structural Steel Assembly FABRICATOR OR ERECTOR: Asbury Steel/ Jack Woolen/Davidson Steel CONTRACTOR: M. H. Golden Construction 2333 State Street ADDRESS: Carlsbad, California SHOP_______ FIELD__XX _____ PLANT Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO, CA 92138 (714) 225.9641 PACE ONE FORM I PAGE I JP LABORATORY NUMBER SD31-818 INSPECTION REPORT DATE Mar. 23, 1976 DATE 3/15/76 PEG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: Concrete:• Masonry Units: Mortar: Grout: Structural Steel: Electrode Used: Welder: ASTM A615, Grade 40. Mix #85315, 3000 psi, ASTM C62, Grade MW Type "M", 2500psi. 1 cement : 3 sand : 2 ASTM A36, A501. AWS E7018 Gilbert Howerton 5.25 sks. 3/8" rock, 2000 psi. Reinforced Masonry: Inspected laying of masonry units in east and west towers. Work inspected for proper placement of masonry units and rein- forcing steel, block-out locations, and embeds. Secured test samples as noted. Work inspected to daily listed elevations. ReinforcedMasonry: Inspected masonry to following elevations: West Tower: West wall, 3rd floor + 3' - 0"; south wall, 3rd floor + 3' - 2"; and north wall, 3rd floor + 3' - 211, East Tower: East wall, 3rd floor + 3' - 0"; south wall, 3rd floor + 3' - 0"; north wall, 3rd floor + 2' - 7"; and west wall, 3rd floor + V - 3". Structural Steel Assembly: Spot inspected completed shop welding. Questioned meaning of weld all around symbol at flange stiffner plates (Detail 10/S5 - Typical) as to whether welding required on both sides of stiffner or only on near side. Received telephone confirmation from Structural Engineer's office that welding required only on near side. Completed welds inspected for size, profile, evidence of visible defects and compliance with approved drawings. Of those welds inspected, all found to be acceptable. DATE REG. HRS. O.T. HRS. REINSP. HRS INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 3/16/76 Reinforced Masonry: Continued inspection to following elevations: West Tower: REG. HRS. 8.0 West wall, 3rd floor + 3' - 7"; south wall, 3rd floor + 5' - 0"; east wall, 0.T.HRS. 3rd floor + 5' - 0"; and north wall, 3rd floor + 4' - 9". East Tower: South REINSP. HRS. wall, 3rd floor + 4' - 2"; north wall, 3rd floor + 3' - 11"; and west wall, INSPECTOR 3rd floor + 3' - 11". FORM JP Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 PAGE TWO LABORATORY NUMBER sD31-818 INSPECTION REPORT DATE Mar. 23, 1976 DATE 3/16/76 Reinforced Concrete: Inspected placement of reinforcing steel for 3rd floor REG. HRs.Con't, slabs and beams at east and west towers for size, grade, and conformity to O.T.HRS. approved drawings. Found to be acceptable. REINSP. HRS. INSPECTOR Structural Steel Assembly: Inspected fillet welding of beams to embeds at 2nd floor: on Line 5_5t_0tt; Lines ttAlt+1I - 0" and -1' - 011. At .3rd David J. Akers floor: on Line 5 -5' - 011; Lines tlAtt +1' - 0" and "H" -1' - 01'. Inspected removal and realignment of bolt clips on embeds at 2nd floor at Lines 2 DATE and I'Htt and at 3rd floor at Lines 5 -5' - 0" and "A" +1' - at 2nd REG. HRS. floor location clip welded to beam web in lieu of bolts as per Structural O.T.HRS. Engineer's office. REINSP. HRS. INSPECTOR Where W 27 x 145 and W 24 x 68 set in 9" masonry wall at 2nd floor, horizontal reinforcing was cut and not bent to clear beam. Repair welding as per Structural Engineer's office consisted of cutting horizontal bars at bend, DATE lapping with same size bar and welding one side of lap 5". Where lap bar REG. HRS. joins flange stiffner plate, weld one side .to stiffner. 0. T. HRS. REINSP. HRS. Welds at initial and repair work visually inspected-for size, profile and INSPECTOR conformance to approved drawings and telephoned instructions. DATE 3/17/76 Reinforced Concrete: Witnessed placing of approximately 7-1/2 cubic yards REG. HRs.8.0 of #85315 concrete in 3rd floor slabs at east and west towers. Secured .O.T.HRS. samples of 4" slump concrete at west tower (McMC 17A, B, C, and D). REINSP. HRS. INSPECTOR Reinforced Masonry: Inspected masonry to following elevations: West Tower:, West wall, 3rd floor + 5' - 3"; south wall, 3rd floor + 6' - 4"; north wall, 3rd floor + 6' - 10". East Tower: East wall, 3rd floor + 5' - 9"; south DATE wall, 3rd floor + 5' - 9"; north wall, 3rd floor + 5' - 0"; and west wall, REG. HRS. . 3rd floor + 4' - ],fl 0. T. HRS. REINSP. HRS. Structural Steel Assembly44rjtir obsite with Mr. John Kariotis and INSPECTOR inspected and discussed .eb4'# ing at W 27X'145 and W 24X 68 (2nd floor). Additional welding reqi(rft//4s ollows: Where lap bar joins stiffner, weld on both sides of bar (bot(bfams); at W 27 x.145, #6 reinforcing steel DATE lapping horizontal jambsteel to be welded maximum amount on both sides of REG. HRS. lap, . 0. T. HRs. REINSP. HRs. INSPECTOR V FORM I JP Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92130 (714) 225.9641 PAGE ThREE LABORATORY NUMBER sD31-818 INSPECTION REPORT DATE Mar, 23, 1976 DATE - 3/18/76 Reinforced Masonry: Inspected masonry to following elevations: West Tower: REG. HRS. 8.O West wall, 3rd floor + 6' - 4"; south wall, 3rd floor - 7' - 911; east wall, O.T.HRS. 3rd floor + 7' - 3"; north wall, 3rd floor + 7' - 6". East Tower: East REINSP.HRS. wall, 3rd floor + 6' - 3"; south wall, 3rd floor + 6' - 11"; north wall, INSPECTOR 3rd floor + 6' - 3"; and west wall, 3rd floor + 6' - 3". avid J. Akers DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 3/19/76 REG. HRs.8,0 0. T. HRS. REINSP. HRS. INSPECTOR Secured grout sample McMG18A, B and C at west tower west wall 3rd floor & 6' and mortar samples MCMM18A, B and C at west tower west wall, 3rd floor + 6' - 3". Reinforced Masonry: Continued inspection of masonry to following elevations: West Tower: West wall, 3rd floor + 8' - 0"; south wall, 3rd floor + 8' - 10"; north wall, 3rd floor + 7' 7"; and, west wall, 3rd floor + 6' - 9". RECEIVED MAR 26 1976 CITY OF CARLSBAD BuDding Dop@rtmeflt 'l ••• REPORTED To: (1) McMahan's Furniture Stores (2) Mosher/Drew/Watson Assoc. Kariotis & Kesler, Struc. Engrs. N. H. Golden Construction Co. (1) City of Carlsbad Building Inspection Department TESTING INES - SAN DIEGO THC:rm Tnos K.I. FORM 16 JP Testing Engineers -San Diego 3467 KURTZ ST P.O.BOX 80985 SAN DIEGO CA 92138 (714) 2259641 FILE No. 5005 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit No. 75-3196 JOB: McNahan's Furniture Stores Home Office Building ADDRESS: 2333 State Street Carlsbad, California 92008 YEAR: 1976 TESD No. 1379 LAB. NO. DATE CAST LOCATION IN STRUCTURE C31- MO. DA. 258 1/26 Foundation on "A" Line. M.M. 26A. Made by TESD. 313 1/29 North end of guest stair tower. M.M. 29A. Made by TESD. Mix No. 85113 SPEC. 28-DAY STR._3000 PSI TYPE CEMENT 5.15 SCY SPEC. SLUMP _______IN. ADMIX. POZZ.300 AGG. SIZE IN. * STORED AND CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH.PSI MAIL DATE OTHER - AND SLUMP 7-DAY 28-DAY TEST RESULTS INITIALS IN. AGE 3-1/2 2720 4900 60-day *Disc. 2/5/76 2/26/76 3/4/76 4-1/2 2410 4300 60-day *Disc. 3/18/76 3/25/76 443 2/19 BI Column Pad. M.M. 19C. 3-1/2 2710 4470 60-day *Disc. Made by TESD. 505 2/25 Column stem Bl. N.M. 25A. 4½ 2460 4070 60-day *Disc. Made by. TESD. NcMahan's Furniture Stores Mosher/Drew/Watson Associates (1) Kariotis & esler, Structural Engineers (vuc*lco H. Golden Construction Company ty of Carlsbad Building Inspection Department nrock . THC : rm TESTING ENGINEER S N DIEGO BY Th mas H. Chlpman, R.E.#12882 FORM I PAGE I JP Testing Engineers -San Diego 3,467 KURTZ ST P.O.BOX 80985 SAN DIEGO CA 92138 (714) 225-9641 LABORATORY NUMBER SD31-995 INSPECTION REPORT DATE April '7, 1976 INSPECTION OF Reinforced Masonry and Structural Steel Assembly FABRICATOR OR ERECTOR: Woolen Masonry and Asbury Steel :Company CONTRACTOR: N.H. Golden Construction , Co. IFlI.E: 5005, Permit #75-3196 Jos: McMahan's Furniture Stores Home Office Building lAbOR ESS: 2333 State St., Carlsbad, California SHOP_ FIELD_______ PLANT DATE REG. HRS. 0. T. HRS. REINSP. HRS INSPECTOR Reinforcing Steel: ASTM A615, Grade 40. Structural Steel: ASTM A36. Electrode: AWS E7018. Certified Welders: J. Coleman, and G. Howerton. Mortar:, Type "M" (2500 psi). Grout: 1 cement, 3 sand, two 3/8" rock. DATE 3/29/76 Reinforced Masonry: Inspected laying of masonry units in east tower to REG. HRS. 8.0 listed elevations. Work inspected for placement of block-outs, embeds O.T.HRS. and reinforcing steel and for conformance with approved drawings and codes. REINSP.HRS. Work inspected to following elevations: East, south, north and center of INSPECTOR north and 'south walls, 3rd floor plus 12'-5"; 'and west wall, completed. David J. Akers DATE 3/30/76 Reinforced Masonry: Continued inspection at east tower. All walls brought REG. HRS. 8.0 to final elevation. Secured mortar samples, marked MelviN 30A-B-C, on south O.T.HRS. 1.0 wall at 3rd floor plus 13'-0". Secured grout samples, marked I1cMG 30A-B-C, REINSP.HRS. on east wall at 3rd floor plus 141_0il. INSPECTOR DATE REG. HRS. O.T.HRS. RE,NSP.HRS. INSPECTOR 4/2 /76 6.5* Structural Steel Assembly: Inspe ed fillet and, west 'towers of tie beams as r Detail spected welding of beams to wal embeds at "A+l'lO" and "H-l'-lo". We s visually details and evidence of isibi defects. S welding at roof level in east "B" of Ebco Shop drawings. In- roof level on Line 2 atLines inspected for conformance to RECEIVED DATE REG. HRS. '3 APR 8 1976 O.T.HRS. 1\ REINSP. HRS. C8 OF INSPECTOR * Hours prorated ork. CARLSBA McMahan' s Furniture Stré\ \ \ Mosher/Drew/Watson Assciakeè\\rchitectS REPORTED TO: Kariotis & Kesler, $tructurl'tIineers N.H. Golden ConstructioiCompafly .-(-1-)—City of Carlsbad Bldg. Insp. Dept. TESTING ENGINE - SAN DIEGO • • . REVIEWED BY THC:kh ______ T.H. Chapmat' R.E. #12882 B S FORM I PAGE I JP Testing Engineers -San Diego 3467 KURTZ ST.. P.O. BOX 80985. SAN DIEGO. CA 92138 (714) 225.9641 LABORATORY NUMBER SD31-1069 INSPECTION REPORT DATE April 14, 1976 FILE: 5005, Permit #75-3196 I INSPECTIONoo Reinforced Concrete JOB: McMahants Furniture Stores FABRICATOR OR ERECTOR: .M.H. Golden Con- Home Office Building struction Company CONTRACTOR: M.-H. Golden Construction Co. ADDRESS: 2333 State Street, Carlsbad, California I SHOP- DATE Reinforcing Steel: ASTM A615, Grade 40. REG. HRS. Concrete Mix: 85315 (5.25 sks., 3000 psi). O.T. HRS. 85113 (5.15 sks., 3000 psi). REINSP. HRS. INSPECTOR FIELD_XXX PLANT DATE 4/5/76 REG. HRS. 4.0 0. T. HRS. REINSP. HRS. INSPECTOR C. S. Read Inspected and approved reinforcing steel installation in roof Slabs for storage area #324 and vault #308. Reinforcing steel, placed and approved per Details Q, P, R and S/S6. DATE REG. HRS. 0. T. HRS. REINsP. HRS. INSPECTOR 4/6/76 4.0 Inspected and approved placement of approximately 7 cubic yards of concrete mix 85315 in roof slabs per report of 4/5/76. Cast three cylinders, marked M-44, slump of 3'. City Inspector, Tony Mata, made inspection visit. DATE 4/8/76 Inspected and approved reinforcing steel and placement of 9 cubic yards of REG. HRS. 4.0 concrete mix 85113 in grade beams, Lines 1A to E, 5A to E, Al to 2 and El O.T. HRS, to 5. Grade beams size, reinforcing and location complies with Details REINSP. HRS. on S2. Cast three cylinders, marked M-4-8, slump of 5-3/411 . INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR RECEIVED LP 1( i (1) McMahan's Furniture Stores REPORTED.TO:. (2) Nosher/Drew/Watson Associates, Architects (1) Kariotis & Kesler, Structural Engineers (2)409 N.H. Golden Construction Company (1) City of Carlsbad Building Inspection Department CITY OF CARLSBAD BuiIdng Department TESTING. ENGINEERS/2N DIEGO THC :kh 1' (L--i Chapman, R4'E. #12882 FORM 10 JP Testing Engineers -San Diego 3467 KURTZ ST P.O.BOX 80985 SAN DIEGO CA 92138 (714) 225-9641 FILE No. 5005 SUMMARY OF COMPRESSION TEST RESULTS PAGE Permit No. 75-3196 JOB: McMahan's Furniture Stores Home Office Building ADDRESS: 2333 State Street Carlsbad, California 92008 YEAR: 1976 TESD No. 1379 LAB. NO. DATE CAST LOCATION IN STRUCTURE C31- MO.OA. 258 1/26 Foundation on "A" Line. M.M. 26A. Made by TESD. 313 1/29 North end of guest stair tower. M.M. 29A. Made by TESD. 443 2 /19 BI Column Pad. N.M. 19C. Made by TESD. 505 2/25 Column stem B1. M.M. 25A. Made by TESD. 831 4/8 Grade beams. M-4-8. Made by TESD. Mix No._85113 SPEC. 28-DAY STR _3000 psi TYPE CEMENT 5.15 ScY SPEC. SLUMP ______IN. ADMIX. Pozz.300 AGG. Sizr IN. * STORED AND CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH.PSI MAIL DATE OTHER AND SLUMP . 7.Dfr 28-DAY TEST RESULTS INITIALS IN. AGE 3-1/2 2720 4900 60-day *Disc. 2/5/76 2/26/76 3/4/76 4-1/2 2410 4300 60-day *Disc. 3/18/76 3/25/76 I 4 /15/76 3-1/2 I 2710 I 4470 160-day I *Disc. 4k I 2460 I 4070 160-day I *Disc. 5-3/4 I 2020 _ r McMahan's Furniture Stores Mosher/DrewWatson Associates Kariotis & esler, Structural Engineers N. H. Golden Construction Company ,1cCity of Carlsbad Building Inspection Department (1) Conrock . THC:rm Jr I I! 0 197 I' &, Lre _q, y &. erit TESTING ENGINEER S N DIEGO Th mas H. Chipman, R.E.#12882 Testing Engineers -San Diego FORM 10 JP FILE No. 5005 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE Permit No. 75-3196 JOB: McMahan Is Furniture Stores Home Office Building ADDRESS: 2333 State Street Carlsbad, California 92008 Aix No. 85113 SPEC. 28-DAY STR. 3000 Psi rYPE_CEMENT_5.15 Scv SPEC. SLUMP _______IN. ADMIX. Pozz. 300 AGG. SIZE IN. STORED AND CURED • NOT TESTED YEAR LAB. NO. C31- 258 313 443 1976 TESD No. 1379 MAIL DATE AND ULTIMATE COMPRESSIVE STRENGTH. PSI DATE OTHER TEST AGE RESULTS CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 7-DAY 28-DAY INITIALS 1/26 Foundation on "A" Line. 3-1/2 2720 4900 60-day *Disc. 2/5/76 K.M. 26A. Made by TESD. 2/20/76 3/4/76 1/29 North end of guest stair 4-1/2 2410 4300 60-day *Disc. 3/18/76 tower, N.M. 29A. Made by 3/25/76 TESD. . 4/15/76 2/19 Bi Column Pad N.M. 19C. 3-1/2 2710 4470 1 60-day *Disc. 5/6/76 Made by TESD. 505 2/25 Column stem Bl. N.M. 25A. 4½ Made by TESD. 831 4/8 Grade beams. M-4-8. Made by TESD. 2460 I 4070 160-day I *Disc. 2020.1 3870. 60-day I *Disc. (o NcNahan's Furniture Stores I 1 Mosher/DrewJatson Associates Kariotis & esler, Structural Engineers N.-H. Golden Construction Company f.Wity of Carlsbad Building Inspection Department (1) Conrock THC : rm TESTING ENGINEER S N DIEGO ST 04f Thomas H. Ch pman, R.E.#12882 Application for Grading.Permit CITY OF CARLSBAD PUBLIC WORKS & BUILDING DEPARTMENT 1200 Elm Avenue 729-1181 -- PERMIT NO.________ (letter code + number) Llot S=subd iv is ion C=C i 1-y Jcontract FOR APPLICANT TO FILL IN Site Address STATE ST. AT INTERSECTION WITH Surety Bond Bond No. CARLSBAD BLVD. Legal Description Map No. Surety Company PORTION OF_ LOT _18 MAP 1722 Subdivision Name Surety Address JASIDE LAN15 BOOK 316, PAGE 309 )wner •. Phone Date Filed Rec'd by MCMAHAN'S_FURNITURE_STORES 434-1781 Owner's Address Cash deposit Rec'd by Date filed P.0. BOX 7000, CARLSBAD, CALIFORNIA 92DOB.;' $ Plans by Civil Engineer R:C.E-' The following documents are required and shal KARIOTIS AND KESLER CE-8776 become a part of the grading permit when they are approved. ddress Phone 1414 FAIR OAKS AVE.• SO. PASADENA (213)799-8269 xGrading plans ><Specifications )(Soil report )(Vicinity map Soil Engineer R.C.E. Phone BENTON ENGINEERING INC._CE'10332(714)565-1955 Drainage structures w Retaining walls Compactionreport _Other ;rading Contractor (TENTATIVE) Phone GARY MICKAELONI_ GRADING 743-5385 ddress Check if supervised SPECIAL CONDITIONS WHICH ARE MADE. grading APARTOFTHISPERMIT 'arty responsible for overall supervision . M.H. GOLDEN CONSTRUCTION CO. I. Authorized hours of operation: 7:00AMto Proposed use of grade site 5:00 PM, Monday-Friday. HOME OFFICE BUILDING 2; Haul routes are tobe approved byCity Number of cubic yards - Engineer. Cut Fill Import Waste 3. Adequate provisions shall be made for erosion and siltation control. 2830 _98O _ •_ '1650 • 4.Allslopesshallbeplantedperdirection of Parks & Recreation Director. Total 50,vt(,01'E5 &,TN 7-17LE / &4&54O Compacted fi I Is (yes or no) YES ,'ô,.apAr,r /2'i'?5 L11Q-c'L PII.'IJ#JI Proposed Schedule of Start Finish Operations(dates) 6. A permit to work in the public rictht I hereby acknowledge that I have read the appl ica- wvIc rcrri-iw4-Any the IE 1ô14. fle in the PUbA-IE INSPECTOR'S tion and state that the information I have provide is correct and agree to comply with all City S I GNATURE Ground preparation ordinances and State laws regulating excavating anc grading, and the provisions and conditions of any Rough grading permit issued pursuant to this application. Compaction report rec'd. Signature of Permittee__________________________ Planting & drainage Owner or authorized agent a 1aQz(u__4 Final certification rec'd. / WorK compleTea Surei-y on released lidation Permit , > 4f _Date Z74j Permit Expiration Date Z'%14Y7C THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO THE WORK DESCRIBED - THIS-PERMIT IS VALID FOR A SIX () MONTH PERIOD Grading permit fee $90.00 (paid) I j ..4 t' • U . - .A •• i'..', 1.• - APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM CITY OF CARLSBAD N? SE j743 ENGINEERING DEPARTMENT BUILDING DEPT 729-1181 EXT. 35 . . : :• ISSUED BY - ' I 1 FOR APPLICANT TO FILL IN DATE ISSUED L 6_ _71.-.• . ' ADDRESS BUILDING 2333 1P1C fl€T ___ VALIDATION - OWNER 4(. (A '4 MAILING ADDRESS LATERAL CHARGE COMPUTATION'4 -' t'A •.. CONTRACTOR - f STANDARD 4 (Max H 30' V 10) - OVER30H. -F1._________________ CONTRACTORS ' OVER10 V _____ ______ 'FT.4 A . ADDRESS STANDARD 6 (Max H 30 V 10') " '"' OVER 30 H l FT--_ NEW BUILDING Y.EXISTING BUILDING.] OVER 10'V LEGAL DESCRIPTION TOTAL CONSTRUCTION COST --_."t•-I__'1 4')(2_ Lc9r %3' i,I' SERVICECHARGE(REPAVINGETC)_ • • . TOTAL LATERAL CHARGE / A -------- REMARKS:LINE COST DATAZ - ASSESSMENT'DIST. JO. --- - FRONTAGE 'COST PER -FT:''-TOTAL - -. OTHER A 'A, LATERAL LOCATION CONNECTIOFEE.'A' cn• • U) - •• • - - -. - ., -.. -, . -r -' - NO. UNITS_-JCOST -PER ,UNIT '"T•OTAL_-.--' ) • •( )_. -. - PUMP S AT _ r NO UNITS COST PER UNIT -'A TOTAL t 5W-*011 d.. TOTAL CHARGES (LATERAL ETC.)- - -wr LATERAL NO. INSTALLATION DATE______________ • .• - . -• .0. . . ' __________ _ -._: _--__. - -. -.. '. V • LP TE_3O7 SUE PERMIT Aez DA INTERDEPARTMENTAL INFORMATION. SHEE T BUILDING DEPARTMENT DATE: BUILDING ADDR El"g- 0 PLAiNNING DEPARTM LO'.T, SIZE EN] ( LOT WIDTH V ZONE . UNITS PROVIDED __ALLOWED PRKG. SPACES PROVIDED_REQ.__ _ _ _ % OF COVERAGE— ALLOWED _BLDG. HEIGHT 20LOWED wr FRONT SETBACK _ SIDE YARD on-a '_REAR YARD INTRUSIONS ENVIRONMENTAL PROTECTIO N R E Q ' T S . _ L A N D S C A P E P L A N JC ADDITIONAL COMME aw - V - - ISSUE PERMI €CUPANCY I, 17 ENGINEERINGDEPARTMENT V V R.O.W. /P4I2 ( MV& __INDUSTRIAL WASTE_______________ _ _ _ _ _ _ _ _ _ _ / 4 7 1Q-POQ - - z.q- • /757) MPROVEMENTS_ V _ _SEWER CONNECTION_9oiurrs )RIVEWAY LOCATIONS GRADING PERMIT_____________ /WWOR if ASEMENTS_/UONe' V DRAINAGE_ri9Ps'd1G P.4# EGAL DESCRIPTION_'77OhI or- J, V DDITIONAL COMMENTS V INKLING SYSTEM E PROTECTION EQUIPMENT FIRE ALARMS - ITS V I V • VJ IE HYDRANTS _ LOCATION_ We--#u o€i' DITIONAL COMMENTS JE _/2- 60c 1 re L)EPARTMENT W/D: CARLSBAO OLIV 'ITIONAL COMMENTS. Nor I E VPERMIT.V -'- DATE OCCUPNCY DATE- ' ,.. •V - - - p - 7 TO PLANNI -. Pr .... I P.O. Box 10io . Carlsbad. CA 92000 BUILDING SPECIALTIES Pacific Building Specialties IcE Howard Crawford 1253 Coast Blvd. - - 565-9203 La Jolla, CA 92037 BUILDING SPECIALTIES San Diego Fire EquIi"" 123 ('amino de Is Reins 105 Randy Turner San Diego, CA 92108 239-1278 4699 Mercury St. San Diego, CA 92111 432 11th Ave. San Diego, CA 92301 1414 Fairoaki Ave. So. Pasadena, CA 91030 7500 La Jolla Blvd. La Jolla, CA 92037 11722 Sorrento Vl'. Rd. Suite 12 San Diego. CA 92121 1200 Elm Ave. Carlahad, CA 92003 3467 Kurtz Street San Diego. CA 92110 ELEVATOR 14A HVAC 15A PLUMBING. SITE DRAINAGE 1513.20 Otis Elevator Greg Howls 270-2940 Kinney A. C. Brian Batchelder 1-774-8120 A. 0. Reed Ray IIolderer 565-4131 4901 Morena Blvd. San Diego, CA 92111 1441 So. Anaheim Blvd. Anaheim, CA 92805 4777 Buffner San Dieg.. CA 92L11 Vanderlinden Electric Wayne Vsnderlindes 1-722-1258 Fritz & Na- 1-Paul Nachaid 233-6415 2037 Cleveland St. Oceanside, CA 92054 P.O. Box 8065 San Diego, CA 92102 Montgomery Hardware 3170 W. Olympic Blvd. Ernie Patcheco Los Angeles. CA 90001 George Lawaofl (213) 737-2710 Gleason Glass Company 3970 Sorrento Valley HI Cal Schafer ' San Diego, CA 92121 452-1551 Ekstrom Industries q)u,'41j.*..C. . 7366 Engineer Rd. Dave Palmer San Diego. CA 565-1313 Mendoza Drywall 9746 Airport Vista Rd. Ruben Mendoza Santee, CA 92071 448-9048 Oliver Systems 8060 Clatremont Meat San Diego, CA 92123 278-1961 Triway Contractors 1317 So. Grand Ave. Dean Smith Los Angeles, CA 80015 (213) 748-5433 florentIne 5353 Banks Street San Diego, CA 92110 295-e:4! Hamblin Plaster 8038 Broadway Mr. Mooneyham Lemon Grove. CA 9204 465-4848 Mc Mullaa & Son P.O. Box 30518 Doug Arno San Diego, CA 9213$ 298-6128 R ayes *32 So. Orange St. Bay Widener ES Cajon, CA 92020 442-8853 Mc coney Company 8026 Armour George Mc Kinney San Diego. CA 92111 377-8211 MC MAIIAN'S hOME OFFICS Job I 122) OWNER L A. Mc Mahn Mc Mahana Furniture Stores ARChITECT Mosher. Drew. Watson I3TthY GENERAL M. H. Golden Construction Company ('ONTHACTOR Proj. Manager-Bruce Mc Donald Proj. Engineer-Bill Lewis Proj. Superintendent-Larry Campbell Job Phone-729-2782 Home Office- 291-8181 STRUCTURAL Karlotis & Healer ENGINEER John Kartetis (213) 799-8269 MECHANICAL Hugh Carter Engineering ENGINEER ELECTRICAL R. E. Randall CONSULTANT CITY INSPECTOR Tony Mats 729-1*81 ex-48 BUILDING reeling Engineers INSPECTOR Tom Chapman 222-1185 CLEAN UP Freeman Bldg. Maintenance ID Royce Freeman DEMOLITION & Gary Micheloni EARTHWORK 2A. B 236-1000 Ex-3F-402 LANDSCAPING 2E Weber Construction Ron Wedderburn 1-744-5359 AC PAVING 2C Sltn Harris Company 277-5481 ALUM. DOORS & WINDOWS 8C.0 CONCRETE SUPPLY P.O. Box 3098 3A Conrock 17 b..ct Bill Cooksey 298-0551 San Diego, CA 92103 HARDWARE BE REINFORCING J. L. Davidson Company P.O. Box 99103 STEEL 3A John Davidson San Diego, CA 82109 DRYWALL & 561.3330 METAL STUDS OA LIGHTWEIGHT Sesfoasned 11446 Woodside Ave. CONCRETE 38 Jim Boyce Lakeside, CA 92040 ACOUSTICAL 9B 448-5740 MASONRY 4A Jack Woolen Masonry 1732 Dora Drive 1-753-4138 Cardiff, CA 92007 RESILIENT. WOOD 1-753-3965 (Home) — FLOORING 9C.7 STRUCTURAL & Ebco Steel, Inc. P.O. Box 1187 MISC. STEEL 5A.B Ron Sedida Spring Valley. CA 92' CERAMIC TILE 90 Bob Weick 4!3 1-7 ROUGH CARPENTRY B-1 Builders 1684 Grove Road LATH & PLASTER 6A Pete Baggeti El Cajon, CA 92020 BE - 447.2327 CLII LASIS 6A Pacific Roof Structures PLv 4_••• 500 West Grove Ave. PAINTING 90 Jerry Orange, CA 82685 1-637-5200 OrtLL1 LUMBER SUPPLY 6A 'WI8IEl1aniber 2475 Tidelands Ave. TOILET PARTITIONS National City. CA 821 10A - MILLWORK. WOOD Eldorado Supply 500 Cypress Lane MOVABLE DOORS 613,813 Chuck Pijlant El Cajon, CA 92020 PARTITIONS 440-4211 io ROOFING & WATERPROOFING 7A . e arvey - i• CLI. Yt.L. E'A-82011 Davis Company 205S 6750 Beadnell Way 030 CAULNING 79. F Mr. Scott San Diego, CA 9211? 5O-4260 SHEET METAL. Rogers & Simmons 2323 Oceanside Blvd RCXW ACCESS.. Troy Simmons Oceanside, CA 82054 LC)LIVHES 7C.E. hOC 1-757-9540 ELECTRICAL. 8558 Lynx Road LIGHTING 16A.B San Diego. CA 92111 PUMPS & TANKS Sca Mcirccc 11.0A P.O. Box 571 San Marcos, CA 92069 HOLLOW METAL TOILET "H FS.To LET P.O. Box 3068 ACCESS. San Diego, CA 92103 50cV6L. saL;-:ifki 0 'QvWe.. SQ"j V1kj) t'( o-- 233 72_ 2'- (I Owner ff ff Iff 'L Contractor -_11719, W_7*11 'Bui!dina bjmbing L...'6— &/!ectricol ..........i -. Pov.fer Pole /mechanical - 5 _Pkimh!ncaP frkrc.cchrnent 1'Gracling List of Subs -. Swimming Pool Build!ng Plumbing Electric Fence, Walls, etc. Temporary Electrl ca----' r APPROVALS RE9UIRW R FINAL (94J, (Au 9&!th Are Retfda - V Hn DPcL.LA(Z/J J . Water Dept. Health Dept. .____...._. .... [1