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HomeMy WebLinkAbout1945 CAMINO VIDA ROBLE; BLDG B; CB891714; Permit28 1 1945 CAMINO VIDA ROBLE COMMERCIAL BUILDING Str: •'• " BUILDINGPERMIT 11/16/89 08 Page 1'' of Job Address Permit Type Parcel No: Valuation: 505,010 Construction Type: NEW Occupancy Group: B2 Class Code: Description: BLDG B TILT UP IND SHELL : 25938 SF TI REQ'D FOR OCC PC 891253 Permit No:lCB891714 Project No: A8902062 Development No: F14o, Status Applied Apr/Issue ISSUED 11/01/89 11/01/89 Validated By: CD OWNER CONTRACTOR *** Plan Check Number : PALOMAR VENTURE 701 PALOMAR AIRPTBD CARLSBAD,CA 92&Q9 HANNAH GILLARD CO 7578 FORMULA PL A SAN DIEGO, CA92121 Fees Required *** *** Fees: Adjustments: Total Fees: Fee description 45,392.00 .00 45,392.00 Building Permit Plan Check Strong Motion Fee Enter 'Y' to Autocalc P.F.F. F.M.F./G.M.F. and Zone(99> Traffic Impact Fee Bridge Fee Enter Number of EDU's MFF * BUILDING TOTAL Total Total Balance Units 619 931 4746 619 695 1985 & Credits . oo .00 * * * - ; 1,869 43,523 t Ext f 2058 1338 76 17675 10375 1556 3424 8890 45392 .00 . 00 .00 ee Data . 00 .00 .00 .00 Y .00 5 .00 .00 .00 .00 .00 RN^APpfWMJL, CITY OF CARLSBAD 2075 Las Palmas Dr., Caiisbad CA 92009 (619) 438-1161 DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING FIRE PLANNING U/M AN CHECKS: PERMIT* : CB891714 PROJECT NAME: BLDG B TILT UP IND SHELL 25938 SF TI REQ'D FOR OCC PC 891253 ADDRESS: 1945 CAMINO VIDA ROBLE CONTACT PERSON/ PHONE #: Tl/MH/CHUCK/931-0723 SEWER DIST: WATER DIST: WATER DATE: 08/29/90 PERMIT TYPE: COM INSPECTED DATE BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS : . ./^T03^ /vfa(8 |ft T WB MO UTILITIES* MallltWU»nceDept ^\£A envj CDJ FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB891714 PERMIT#: CB891714 PROJECT NAME: BLDG B TILT UP IND SHELL 25938 SF TI REQ'D FOR OCC PC 891253 ADDRESS: 1945 CAMINO VIDA ROBLE CONTACT PERSON/PHONE#: Tl/MH/CHUCK/931-0723 SEWER DIST: WATER DIST: WATER DATE: 08/29/90 PERMIT TYPE: COM INSPECTED BY: INSPECTED BY: INSPECTED BY: DATE INSPECTED: DATE INSPECTED: DATE INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECKtf: CB891714 PERMIT#: CB891714 PROJECT NAME: BLDG B TILT UP IND SHELL 25938 SF TI REQ'D FOR OCC PC 891253 DATE: 08/29/90 PERMIT TYPE: COM - ROBLEADDRESS : CONTACT PERSON/ PHONE #: Tl/MH/CHUCK/931-0723 SEWER DIST: WATER DIST: INSPECTS BY: INSPECTED BY: DATE INSPECTECWJS. 3 1 1990 INSPECTED BY: DATE INSPECTED: DATE INSPECTED; APPROVED APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: Engineering Department —(019)438-3367— \\JJ Ju N l©GtOM{! AUG 3 0 199C OMu.a«/u> WNlClftM. WATER DISTRIC1 1~^«ps X ) 1 ) FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB891714 DATE: 08/29/90 PERMIT#: CB891714 PERMIT TYPE: COM PROJECT NAME: BLDG B TILT UP IND SHELL 25938 SF TI REQ'D FOR OCC PC 891253 ADDRESS: 1945 CAMINO VIDA ROBLE CONTACT PERSON/PHONE#: Tl/MH/CHUCK/931-0723 SEWER DIST: WATER DIST: BvfJffeC- f*J&. INSPECTED BY: INSPECTED BY: COMMENTS : DATE ~/ /- INSPECTED: 8/'?9/£& APPROVED ^r f DATE INSPECTED: APPROVED DATE INSPECTED : APPROVED X DISAPPROVED DISAPPROVED DISAPPROVED RECEIVED AUG 3 0 1990 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK*: CCB891714_) DATE: 08/29/90 PERMIT*: CB891714 PERMIT TYPE: COM PROJECT NAME: BLDG B TILT UP IND SHELL 25938 SF TI REQ'D FOR OCC PC 891253 ADDRESS: 1945 CAMINO VIDA ROBLE CONTACT PERSON/PHONEt: Tl/MH/CHUCK/931-0723 SEWER DIST: WATER DIST: INSPECTED . BY: (1 (h*JLcL INSPECTED BY: INSPECTED BY: DATE «y ^ INSPECTED: °(S< DATE INSPECTED: DATE INSPECTED: : APPROVED *- APPROVED APPROVED DISAPPROVED DISAPPROVED DISAPPROVED COMMENTS: 11/06/90 INSPECTION HISTORY LISTING FOR PERMIT* CB891714 DATE INSPECTION TYPE 08/31/90 Final Combo 08/31/90 Final Combo 08/30/90 Final Combo 08/30/90 Final Combo 08/29/90 Final Combo 08/29/90 Final Combo 08/22/90 Rough Combo 08/22/90 Rough Combo 08/20/90 Rough Combo 08/16/90 Rough Electric 08/03/90 Interior Lath/Drywall 07/27/90 Rough Electric 07/25/90 Rough Electric 07/24/90 Frame/Steel/Bolting/Wel 07/20/90 Frame/Steel/Bolting/Wel 07/20/90 Frame/Steel/Bolting/Wei 07/20/90 Rough Electric 07/18/90 Underground/Under Floor 07/16/90 Underground/Under Floor 07/13/90 Interior Lath/Drywall 07/13/90 Exterior Lath/Drywall 07/05/90 Interior Lath/Drywall 06/27/90 Frame/Steel/Bolting/Wel 06/27/90 Interior Lath/Drywall 06/27/90 Gas/Test/Repairs 06/27/90 Rough Electric 06/19/90 Ftg/Foundation/Piers 06/19/90 Ftg/Foundation/Piers 06/18/90 Rough/Topout 06/18/90 Rough/Topout 06/06/90 Grout 06/06/90 Grout 06/05/90 Footing 06/05/90 Footing 05/29/90 Frame/Steel/Bolting/Wei 05/29/90 Roof/Reroof 05/21/90 Ftg/Foundation/Piers 05/21/90 Roof/Reroof 05/21/90 Roof/Reroof 05/18/90 Ftg/Foundation/Piers 05/18/90 Roof/Reroof 04/09/90 Ftg/Foundation/Piers 04/09/90 Ftg/Foundation/Piers 04/09/90 Steel/Bond Beam 04/09/90 Steel/Bond Beam 04/06/90 Ftg/Foundation/Piers 04/06/90 Ftg/Foundation/Piers 04/06/90 Ftg/Foundation/Piers 04/06/90 Underground/Conduit-Wir 04/04/90 Ftg/Foundation/Piers 04/04/90 Ftg/Foundation/Piers 04/03/90 Ftg/Foundation/Piers 04/03/90 Ftg/Foundation/Piers INSP ACT COMMENTS RI PK RI PK RI PK RI PK RI RI RI RI RI RI RI MC RI RI RI RI MFC RI RI RI RI RI RI MPC RI MPC RI MPC RI MPC MPC RI MPC RI MPC RI RI RI MPC RI MPC RI RI MPC MPC RI MPC RI WM RI AP RI CO RI NS RI AP RI RI RI RI RI RI RI PA RI RI RI RI AP RI RI RI RI RI RI AP RI PA RI AP RI AP PI RI PA RI NR RI RI RI AP RI AP RI RI AP AP RI NS RI NR T2/MH/CHUCK/931-0723 SHELL T2/MH/CHUCK/931-0723 Tl/MH/CHUCK/931-0723 T2/MH CEILINGS T3/MH/MIKE/931-0723 Tl/MH/931-0723 T2/CMW/931-0723/CHUCK T1/CMW/931-0723/CHUCK T2/CMW/CHUCK/931-0723 T3/MH/CHUCK/931-0723 T2/MH/MIKE/931-0723 OFFICE WALLS STS I,J,K,0 T2/MH/MIKE/931-0723 T2/MH/MIKE/931-0723 T3/MH/MIKE/931-0723 T3/MH/MIKE/931-0723 EXTERIOR SOFFITS T3/CMW/CHUCK/931-0723 Tl/MH/CHUCK/931-0723 Tl/MH/CHUCK/931-0723 Tl/MH/CHUCK/931-0723 Tl/MH/CHUCK/931-0723 T2/MH/CHUCK/931-0723 LIGHT POST PEDESTAL T3/CMW/931-0717/ERIC ROOF DRAINS & OVERFLOW T2/MH/STEVE/931-0723 SW SLOPE RET WALLS T2/MH/STEVE/931-0723 SW SLOPE RET WALL ROOF FRAMING T3/MH/931-0723 SLAB CLOSURE STRIP T2/MH/STEVE/931-0723 RESET FOR MONDAY 5-21-90 T2/MH/STEVE/931-0723 T2/MH/STEVE/931-0723 T3/RS/STEVE/931-0723 REST OF PER FTNGS T3/RS/STEVE/931-0723 REST OF PER FTNGS Tl/RS/STEVE/931-0723 T2/RS/STEVE/931-0723 REST OF FTNGS UFFER GRND T2/RS/STEVE/931-0723 RAINED OUT T2/MH/STEVE/931-0723 HIT <RETURN> TO CONTINUE... 11/06/90 INSPECTION HISTORY LISTING FOR PERMIT* CB891714 DATE INSPECTION TYPE 03/27/90 Steel/Bond Beam 03/27/90 Steel/Bond Beam 03/27/90 Shear Panels/HD's 03/27/90 Shear Panels/HD's 03/23/90 Steel/Bond Beam 03/23/90 Steel/Bond Beam 03/23/90 Shear Panels/HD's 03/23/90 Shear Panels/HD's 03/09/90 Ftg/Foundation/Piers 03/09/90 Ftg/Foundation/Piers 03/09/90 Steel/Bond Beam 03/08/90 Ftg/Foundation/Piers 03/08/90 Steel/Bond Beam 03/07/90 Ftg/Foundation/Piers 03/07/90 Ftg/Foundation/Piers 03/07/90 Steel/Bond Beam 03/07/90 Steel/Bond Beam 03/06/90 Ftg/Foundation/Piers 03/06/90 Steel/Bond Beam 03/06/90 Steel/Bond Beam 02/26/90 Ftg/Foundation/Piers 02/26/90 Ftg/Foundation/Piers 02/23/90 Ftg/Foundation/Piers 02/23/90 Ftg/Foundation/Piers 02/20/90 Ftg/Foundation/Piers 02/20/90 Ftg/Foundation/Piers 02/16/90 Ftg/Foundation/Piers 02/16/90 Ftg/Foundation/Piers 02/15/90 Ftg/Foundation/Piers 02/15/90 Ftg/Foundation/Piers 02/14/90 Steel/Bond Beam 02/14/90 Underground/Conduit-Wir 02/14/90 Underground/Conduit-Wir 02/13/90 Ftg/Foundation/Piers 02/13/90 Ftg/Foundation/Piers 02/02/90 Underground/Under Floor 02/02/90 Sewer/Water Service 02/02/90 Sewer/Water Service 02/01/90 Underground/Conduit-Wir 02/01/90 Underground/Conduit-Wir 01/30/90 Underground/Conduit-Wir 01/30/90 Underground/Conduit-Wir 01/10/90 Steel/Bond Beam 01/10/90 Underground/Conduit-Wir 12/28/89 Ftg/Foundation/Piers INSP ACT COMMENTS RI MPC RI MPC RI MPC RI MPC RI MPC MPC RI MPC RI MPC RI MPC RI RI MPC RI MPC RI MPC RI MPC RI MPC RI MPC MPC RI MPC RI MPC MPC RI MPC RI MPC RI MPC PD PD PD RI CO RI CO RI NR RI NR RI AP AP RI PA RI NR RI NR RI RI PA RI PA RI NR RI CA RI PA RI PA PA RI NR RI PA AP RI AP RI CO RI CO AP AP AP Tl/MH/STEVE/931-0723 REBARS NOT EXTENDED T3/MH/STEVE/931-0723 PER DET 9/S.17/TILT UP PANELS Tl/MH/STEVE/931-0723 Tl/MH/STEVE/931-0723 T2/MH/STEVE/931-0723 REST OF SLAB ON GRADE REST OF SLAB ON GRADE T3/MH/STEVE/931-0723 SLAB ON GRADE T3/MH/STEVE/931-0723 SLAB EAST & WEST EXT. BAYS T3/MH/STEVE/931-0723 SLAB EAST & WEST EXT. BAYS T2/MH/STEVE/931-0723 T2/MH/STEVE/931-0723 SLAB, MIDDLE STRIP T2/MH/STEVE/931-0723 WEST STOREFRONT T3/RS/STEVE/931-0723 T3/RS/STEVE/9 31-0717 T3/MH/STEVE/931-0723 EAST PERIMETER FTNGS T3/RS/STEVE/931-0723 INTERIOR GR BMS GB-B1 T3/RS/STEVE T3/MH/STEVE/931-0723 INTERIOR PIERS BLDG DRAIN/WASTE LNS T2/MH/STEVE/931-0723 BLDG SEWER TIE-UP T3/MH/STEVE/931-0723 SERV/ENT PIPING, NDS SDGE OK Tl/MH/JEFF/931-0723 SE CONDUITS NDS SDGE OK UFFER HIT <RETURN> TO CONTINUE... PERMIT* CB891714 DESCRIPTION: BLDG CITY OF CARLSBAD INSPECTION REQUEST FOR 08/31/90 B TILT UP IND SHELL 25938 SF TI REQ'D FOR OCC PC 891253 TYPE: COM JOB ADDRESS APPLICANT: CONTRACTOR: OWNER: 1945 CAMINO VIDA ROBLE LANGAN, MARK (SMITH CONSULTING PHONE: HANNAH GILLARD CO PHONE: PALOMAR VENTURE DEVGROUP PHONE: STR: 452-3188 619 695, 619 93 INSPECTOR AREA MC PLANCK* CB891253 OCC GRP CONSTR. TYPE NEW FL: STE: REMARKS: T2/MH/CHUCK/931-0723 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: —RELATED PERMITS— CD 19 29 39 49 PERMIT* TYPE SE890130 SE900009 CB900026 CB900919 CB901070 SE900087 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical swowswow ITI ITI ITI SWOW STATUS ISSUED ISSUED ISSUED ISSUED ISSUED ISSUED ACT COMMENTS ***** INSPECTION HISTORY ***** DATE DESCRIPTION 082990 Final Combo 082290 Rough Combo 081690 Rough Electric 080390 Interior Lath/Drywall 072590 Frame/Steel/Bolting/Welding 072590 Rough Electric 072590 Rough Electric 072590 Rough Electric 072590 Frame/Steel/Bolting/Welding 072090 Frame/Steel/Bolting/Welding 072090 Rough Electric 071890 Underground/Under Floor 071690 Underground/Under Floor 071390 Exterior Lath/Drywall 070590 Interior Lath/Drywall 062790 Frame/Steel/Bolting/Welding 062790 Interior Lath/Drywall 062790 Rough Electric 061990 Ftg/Foundation/Piers 061890 Rough/Topout 060690 Grout ACT NS AP AP AP PA PA PA CO PA PA PA AP NR AP PA PA PA PA AP PA AP INSP PK PK MPC MFC MPC MPC MPC MPC MPC MC MC MPC MPC MPC MPC MPC MPC MPC MPC MPC MPC COMMENTS CEILINGS SVC SYSTEMS GRND BONDING SUITES A THRU F OFFICE WALLS OFFICE WALLS OFFICE WALLS/STES G THRU N SEE COMMENTS 7-25-90 OFFICES WWALLS/STUES G THRU N OFFICE WALLS STS I,J,K,0 OFFICE WALLS STS I,J,K,0 REVISIONS EXTERIOR SOFFITS OFFICE/WHSE SEP WALLS DIM'NG & OFF/WHSE SEP WALLS 1 SIDE WAREHOUSE WALLS LIGHT POST PEDESTAL ROOF DRAINS & OVERFLOW SW SLOPE RET WALLS UNSCHEDULED INSPECTION DATE g" - <PS 'fy INSPECTOR PERMIT #PLANCK # JOB ADDRESS TIME ARRIVE: TIME LEAVE: CD LVL DESCRIPTION ACT COMMENTS United States Testing Company, Inc. Engineering & Support Services 3467 Kurtz Street, San Diego, CA 92110 (619) 225-9641 Job No; 9479 00 Job Na*e: PACIFIC RIDGE COMMERCE CENTER Job Address: 1945-1947 CAHINQ VISA POBLE CARLSBAD CA CITY OF CARLSBAH BUILDING INSPECTION DEPARTMENT 1200 ELM AVENUE CARLSBAD CA 92008 0i*4rtb«ted To: HANNAH CIU.ARI COMPANY CITY OF CARLSBAD UNITED STATES TESTING, PALOHAR VENTURE SMITH CONSULTING ARCHITECTS COHEER ENGINEERING Engineer REHDINI, DAVID Per«it * FILE*8LDC'B'CB8Bi7i4 PUn File Report No: Date: 63284 3/14/90 FILEtBLBC'A'CB89i7U CONCRETE INSPECXUULK&EORT PERMIT (KB-8917i4J 03/02/90 - Observed concrete placement and consolidation on the following 1. Grade bea** 3A, 5A & Aft. 2. Spread footings A.i/3, B/3, C/3, E/3, F/3, F/2.1, F/1,4, t.2/i.3 & 6.2/1.4. Work complies with approved pUn re^u Ireaents. Hade one set (3 each) of concrete samples. Arrived 12:00, departed 4-30 p.*. Su»«ary of Activity Service Date 3/02/90 Task Abbreviated Description 03228 REGISTERED INSPECTOR/CONCRETE Code 00155 SEVILLA, ARTURO Resovrce Na»/Descr Ipt ion Unit* 3,00 United States Testing Company, Inc. Engineering & Support Services 3467 Kurtz Street, San Diego, CA 92110 (619) 225-9641 Job Job 9479 00 IFIC RIDGE TEA Job Addre«i:(i945-rtWCAHI*0 VIDA RDBLf tRLSBADtt CITY OF CARLSBAD BUILDING INSPECTION BEPARTXENT 1200 ELH AVEMUE CARLSBAD CA 92008 En«in.tr: RENBINI, DAVID Peratt I FIL6«LDC-B"CBS8i714 PLin Fill t FILEmB6"A-CB8917iA Report No: Date: 64732 2/17/90 CONCRETE INSPECTION REPORT PERMIT iCMfl714 Distributed To: HANNAH CILLARB COMPANY CITY OF CARLSBAD UNITEC STATES TE8TINC. PALOMAR VENTURE SMITH CONSULTINC ARCHITECTS COMEE8 ENGINEERING 02/14/90 - Performed Insptetfon on th« fotlonln*: 1, R«inforcln« «t«»l pl«c*H*ni on C7, and on fndi b«a* 6B-B1. Service Date footint* B2, B3, B3.3, B4, B5, Bft, *7, C2, C3, C4, CS and 2. Concrtt* pt*c*«*nt and consolidation for th« abov* Nad* one Alt <3 each) of concrtt* *aapt«s for tttiin*. Dork co*pii»i with approvtd plan r*tiirt*tnti. Arrived 12:30, departed 4:00. Stanary of Activity 2/14/90 Tack Abbreviated Description 03228 REGISTERED INSPECTOR/CONCRETE Code 00195 SEVILLA, ARTURO Reeotrct —— Haee/Deicriptlon Unitt 5.00 w.o. FIELD TESTING REPORT DATE Z- CLIENT SUPT. HOURS TRACT %\-HC, CONTRACTOR LOCATION EQUIPMENT Test No.Location Elev. or Depth Moisture Content Dry Density p.c.f . yla Relative Compaction Test Type Soil Type ~2~tef*r • si_ -^i &e yl //V tjisL6i £><. COMMENTS: GeoSoils, Inc. By: ^XL^^--—"" Page ^ of FORM 89/1 PHP* W.O. 1 012-? FIELD TESTING REPORT DATE CLIENT_ SUPT. EQUIPMENT^ NAME HOURS / - TRACT LOCATION, CONTRACTOR Test No.Location Elev. or Depth Moisture Content Dry Density p.c.f , Relative Compaction Test Type Soil Type 42* .<;r^£ ///a ~~rn / # /*ty'<» y /» Afc-<^_ _/^*.^a>*>J.A -£. >a ^fcz. ^ ^!* J&* ff-> .T 1~I r /&-* . CAas-Al ^ n COMMENTS: GeoSofls, Inc. Page / of / TESTFNG REPORT w.o._ DATE SUPT. EQUIPMENT CONTRACTOR NAME HOURS L O LOCATION Test No.Location Elev. or Depth Moisture Content - % Bry Density p.c.f . Relative Compaction Test Type Soil Type «?/'-f I&t J7 &-*t 6 w/>// COMMENTS: GeoSoils, Inc. Date Jurisdiction Prepared byi QU VALUATION AND PLAN CHECK FEE PLAN CHECK NO. &9- 10-5?> BUILDING ADDRESS 194-5 3 APPLICANT/CONTACT Uflr 1C GftuQg.V\ PHONE NO. BUILDING OCCUPANCY . &-7~ ° TYPE OF CONSTRUCTION V-K) DESIGNER PHONE_ CONTRACTOR PHONE BUILDING AREA VALUATION MULTIPLIER BUILDING Air Conditioning Commercial Residential Res. or Comm. Fire S-orinklers Total Value Building Permit Fee $ Plan Check Fee ,12/87 TULCHAN COMPANY GENERAL CONSTRUCTION 701 PALOMAR AIRPORT ROAD SUITE 300 CARLSBAD, CALIFORNIA 92009 August 20, 1990 Miss Anne Hysong, Planner Community Development Department City of Carlsbad 2075 Las Palmas Drive Carlsbad, CA 92009 Re: Pacific Ridge Commerce Centre 1945 Caraino Vida Roble Carlsbad, CA Shell Permit #CB891714 Tenant Improvement Permit #90-1070 Dear Hiss Hysong: Mr. Tony Mata of the building inspection department suggested I contact you directly regarding temporary occupancy for Suites A-F at the above referenced site. I am enclosing copy of letter to Mr. Orenyak as well as correspondence from our landscape sub-contractor. You will note that there is a requirement and recommendation for 15 days of leaching of the site. As a result we will be unable to be finished with all the work and get our final inspections and move in the tenant. I would like to respectfully request temporary occupancy as this company must move on or before September 1, 1990. I would be happy to meet with you at your earliest convenience to go over any other requirements you might have. Thank you. Very truly yours, Mark H. Hannah MHH:ca Enclosure TELEPHONE (619) 931-4746 TELECOPY (619) 431-8968 STATE CONTRACTORS LICENSE No. 596561 TULCHAN COMPANY GENERAL CONSTRUCTION 701 PALOMAR AIRPORT ROAD SUITE 300 CARLSBAD, CALIFORNIA 92009 August 7, 1990 Marty Orenyak Director of Community Development CITY OF CARLSBAD 2075 Las Palmas Drive Carlsbad, CA 92009 Pacific Ridge Commerce Centre 1*45 Gamlno Vida Roble Carlsbad, CA Shell Permit No. RE T.I. Permit No. - 90-1070 Dear Mr. Orenyak: We are in the final stages of constructing new buildings at the above address. We have a tenant moving from Solana Beach to suites A-F who needs to be relocated by September 1, 1990. We would appreciate any cooperation you and your inspection agencies could give us to make this possible. We have discussed this with our onsite inspector Mer P. Camero, and he has told us that we need to request occupancy approval from you. Again, we would appreciate any help you could give us. Please call me at 931-4746 if you have any questions. Thank you. Sincerely, Mark'H. Hannah President TELEPHONE (619) 931-4746 TELECOPY (619) 431-8968 STATE CONTRACTORS LICENSE NO. 596561 March 27, 1990 Smith Consulting9868 Scranton Road #150 San Diego, Ca 92121 Attn: Mark Langan Re: 89-100 - Pacific Ridge Commerce Center Dear Mark: The following is * Vist of various observations and comments of my visit to the Pacific Ridge job site in which I obst^ved placement of reinforcing and embeds for building 'B'. Also included in this list are answers to questions which the inspector has brought up. 1. The 2-#7 bars on the inside face of the spandrel beam per detail 9/sl7 '' i should extend to the end of the cage at each support. Where this does not occur, it is O.K. to splice in l-#5 x 10' long at each #7 that does not meet this requirement. The additional #5 bar should extend to the end of the panel inside the ties shown in detail 12A/S17. 2. It is O.K. to eliminate the section of panel under the openings on panels NE4, N2, and E2. This should not effect the structural integrity of the building. 3. The 2-#7 bars in detail 13/S19 and 16/S19 must.be at least 26" in length measured from the inside corner of the notch in order to fully transfer the required drag forces ta.the shear walls. 4. Details 13,14 and 15 on sheet s-17 must be built the way they are shown with the exception that the chard bars per elevation in 14/sl7 may be field welded to the outside of the plate inside the block-out after the panels are poured. Sincerely, Tod Martin Coneer Engineering cc: Hanah Gil lard Co KENNETH A. BOE WILLIAM O. EVERS EARL H. VOSSENKEMPER STRUCTURAL AND CIVIL ENGINEERS. 7709 CONVOY COURT, SAN DIECO, CALIFORNIA 92111. TELEPHONE (619) 278-3292 March 29, 1990 Smith Consulting Architects 9868 Scranton Road Suite USD San Diego, OX 92121 Attn; Mark Langan Rei Pacific Ridge Commerce Center 189100 Dear Mark: this- is In response to the concern of the Carlsbad building inspector and is to clarify item #1 ol our letter, dated March 27, 1990. The addition of the 15 x 10*long splice bars, provided at each end extended into the vertical cage at each support, is to replace the requirement of hooking the bars as indicated in the notes on detail 9 317. Please feel free to contact us, should you have any questions* Leigh Coneer Engineering cc: Hannah Gillard KENNETH A. 006 WIIUAM O. EVER5 trn io»t i> •.'" '-" '•• -• — "• • February 16, 1990 Smith Consulting 9868 Scranton Road 1150 San Diego, CA 11 HA JJJLUJ, FB20 1 JWAH-GILLARD CO. Attn: Mark Langan Re: 89-100 - Pacific Ridge Commerce Center Dear Mark: The following are the details that we discussed, earlier in:the week, regarding the above referenced project. • lt.( , Tbe sleeves for the hoi down bars, per detail 14/S16, can be eliminated1 and-1 instead the bars may be cast direclty in the footing, as long as they are placed in the correct locations, ^ If tjjy^teent length 1s below the bottom of the footing, standard 90° hroRSpftli' be used rather than lowering the bottom of the footing.""TMfcfcJwrs cannot be placed • *n exactly the correct location, in the field, then the original holdown detail must be used. 2. The 9'-0" dimension of 6B-B1 on sheet S8 may be lengthened up to 14, without changing the grade beam size or reinforcing. 3. The l'-8" dimension of panels below finish floor at grid line A of building B may be changed to 1(-4J". Sincerely, Tod Martin Coneer Engineering cc: Hanah Gillard TH/dp KENNETH A. BOE WILLIAM O. EVtRS EARL H- VOSSENKEMPER CIVIL FNCIMIRS, 7:pi:'. ro U Oo i>> M