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Home My WebLink About2365 CAMINO VIDA ROBLE; BLDG 5; 84-156-5; PermitDECLARATIONS LENDER White — Inspector Green — (1) Finance (2) Data Process, Yellow — Assessor Pink — Applicant Gold — Temporary File "SPECIAL CONDITIONSX >-*s "'v. --^BUILDING•s$ ^ •i.iL .V\ O CO ** * I1 NJ k MECHANICALELECTRICALPLUMBING\ i •n Z 2i— TI *H^Qin^^^^ |i ^rn3*O *^3 Sirfirii 5 SS ^p-o O Tj55 VENTILATING SYSTEMSHEAT — AIR COND. SYSTEMCO D Oco p" TJ F D 3JmTl •D -Q — O Sm•)X>zM»•>> —D BONDING D POOLD ELECTRIC SERVICE D Tm TJO 33 ;o -^ROUGH ELECTRIC^~ ( •-. » ^D ELECTRIC UNDERGROUNtI-/ ii ^Tlm 3] =5 1 S ^^ELECTRICALt Q WATER HEATER D SOL>j^ 3] ^^ =4m3) O CO HmM TUB AND SHOWER PANUNDERGROUND D WASTETOP OUT a WASTEa~j. aLJ > £ -t >m H3) m3)SEWER AND BUCO OIPUCO - ' - „ e . j T) mM O> 01 C/iO?.c; . ' t/i T?m ^ ' >MASOI^17< OJ TO ^r=- W) -(. I W w H flENGTr PLUMBING~n rn D s ONI013| 1 V 1 0 &!i ^K Qt |Rfl V^ lr rii INTERIOR LATH & DRYWALLINSULATIONEXTERIOR LATHFRAMEii-v -»-,SHEATHING t^ROOFn COIm>3] **-•*-^ CN § 1 ^ ^FLOOR & CEILING £UB FRAHi.m i j I £. A •If4 s>^^ >r^o, i^«M»REINFORCED STEEL.UA.QTIMBV <L/J*k^._ ^— "^ t *7>3^•s. c g-t ^h^? i FOUNDATION~^> ^ •• 1" •%• i \ O "Dopz !-n.o H 3J Hrri rn -1 Zrn. .'.n OZ O *(X 5l *"fcr rt p 5>«;•»i ^^<5. « V ^r• D T;o^-? rn•^ (r, G ^S^[Tl rj-1 ™ w^ Cfim O o w< H m D U C no"g -* §5-a > If. r- O Z Hm-tm -^ D Ol G ^J O^ /-i j=^ O f^Z 3 W SHO-t O 'j i i z >w z "D '- 'Tl \ Q SF1? \. \ 1 1 | ^™V V' ij jt |A %j 1 >> ) 1 int 1^•L I* VidV $<\ !^i !' ^^Ey Ai?i 1 1 I* ^£^ \ ^^$ ^ » * I i '* fS | zen"D"m ft-._ ( • O Z oIDm m00 7,\rn -n s si3 ECTORPROVAL<ji D> m m OC m O SPECIALZcn T5m O TIONSTlm O O CO ZOHrn CO Tl mr- D Z CO ~DmO H Oz 3D ECORDBUILDINGTm O $m ZCO-D ECTOR^- /cxf~-J_ \ d i Cttp of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR jt/l^fSj PERMIT NO TIMF: 7 / HATF- ll/£l&£ OWNER <^f9 Cst-J W-^ £?&&• J ' ADDRESS r2:?^£~ Cy4rM/A/£ \J(P>f* f-3>&L&- REQUESTED BY PHONE NO. BUILDING D FOUNDATION D FOOTING D SLAB r REINFORCING STEEL 1 MASONRY F GROUT -GUNITE C FLOOR AND CEILING SUB FRAME [VSHEATHING VpOOF D SHEAR [ i FRAME I ~\ EXTERIOR LATH n INSULATION -5- n INTERIOR LATH OR DRYWALL /y [ FINAL fy* PERSON TAKING REPORT ELECTRICAL n TEMPORARY SERVICE n UFFER GROUND D ELECTRIC UNDERGROUND [J ROUGH ELECTRIC D POOL BONDING LI ELECTRIC SERVICE D FINAL fa" PLUMBING n UNDERGROUND PLUMBING D SEWER AND PL/CO D TOP OUT PLUMBING LJ TUB OR SHOWER PAN G GAS TEST n WATER HEATER D SOLAR WATER D FINAL MISCELLANEOUS I I CONDITIONED AIR SYSTEMS D SOLAR HEAT [J PATIO n POOL n SPA [I SIGN G GRADING H DRIVEWAY 3 FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday D A.M. D P.M. Tuesday Wednesday Thursday Friday Op of Cartefaab REQUEST FOR INSPECTION RECORD INSPECTO OWNER _ PERMIT NO. TIME: DATE: ADDRESS REQUESTED BY PHONE NO. BUILDING O FOUNDATION D FOOTING REINFORCING STEEL D SLAB GROUT - GUN1TE FLOOR AND CEILING SUB FRAME SHEATHING C ROOF C SHEAR FRAME EXTERIOR LATH INSULATION INTERIOR LATH OR DRYWALL FINAL PERSON TAKING REPORT ELECTRICAL I I TEMPORARY SERVICE (1 UFFER GROUND I 1 ELECTRIC UNDERGROUND n ROUGH ELECTRIC H POOL BONDING i: ELECTRIC SERVICE H FINAL PLUMBING D UNDERGROUND PLUMBING D SEWER AND PL/CO 1 TOP OUT PLUMBING n TUB OR SHOWER PAN L GAS TEST [ WATER HEATER [1 SOLAR WATER n FINAL MISCELLANEOUS I] CONDITIONED AIR SYSTEMS n SOLAR HEAT I] PATIO M POOL [] SPA TJ SIGN O GRADING H DRIVEWAY II FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday D A.M. O P.M. Tuesday .^Wednesday D Thursday D Friday City of Cartebab REQUEST FOR INSPECTION RECORD INSPECTOR f/&*^ PERMIT NO TIME: / A! Qff ^FUUfl (MRATF rt/xv/^y OWNER j+ 1 ADDRESS 7"V&i CrQ**W® Uffl fidfftXS REQUESTED BY PHONF MO BUILDIN-d ^/FOUNDATION Vf FOOTING D SLAB A REINFORCING STEEL ' i MASONRY I I P GROUT -GUNITE C/ """ %l 1 II FLOOR AND CEILING SUB FRAME L 1 1 SHEATHING 1 1 ROOF H SHEAR / 1 1 FRAME / P EXTERIOR LATH P INSULATION n INTERIOR LATH OR DRYWALL 1 1 FINAL /tf \^ PFRRONTAKINO RFPORT ELECTRICAL 1 1 TEMPORARY SERVICE n UFFER GROUND _] ELECTRIC UNDERGROUND -^ H ROUGH ELECTRIC P POOL BONDING P ELECTRIC SERVICE P FINAL PLUMBING UNDERGROUND PLUMBING SEWER AND PL/CO TOP OUT PLUMBING TUB OR SHOWER PAN GAS TEST WATER HEATER SOLAR WATER FINAL MISCELLANEOUS D CONDITIONED AIR SYSTEMS n SOLAR HEAT n PATIO n POOL •-] SPA n SIGN n GRADING n DRIVEWAY H FINAL SPECIAL INSTRUCTIONS Ready For Inspection: D Monday D A.M. D P.M. Tuesday G Wednesday Thursday Friday TO ROBERT 1 RATER ASSOCIATES Consulting Soil, Founda^ ft Geological Engtnee ' 10505 Roselle Street SAN DIEGO. CALIFORNIA 92121 (714) 453-5605 THE FOLLOWING WAS NOTED: CONTRACTOR WEATHER PRtSENT AT SITE JOB NO fife* at I have Inspected the materials exposed In the footing excavations for the subject building(s). The materials consist essentially of PM as anticipated in our m . .. .mvestigattofv report. Accordingly, it is our opinion that the footing excavations have been carried to the proper depth and that the materials exposed are suitable for the support of footings designed in accordance with the recommendations presented in the" «il.jjrt7ftn report for the project dated Zg , Our services consist of professional opinions and recommendations made in accordance with generally accepted geotechnical engineering principles and practices. This warranty is in lieu of all other warranties either express or implied. I* -&- COPIES TO Mam vT.V.V ine . &OIOfi. MJJJ Q14SO SIGNED CONGER ENGINEERING September 18, 1984 City of Carlsbad Building Dept. 1200 Elm Carlsbad, CA 92008 Attention: Mr. Mer Camero SUBJECT: Palomar Airport Office Park Dear Mr. Camero: The question arose whether the 3 #9 bars shown in Detail 21/S-19 need additional anchorage. The beam in question supports horizontal loads such as wind or earthquake loads. It is a simple supported beam spanning, typic- ally, between vertical column/beams. These supporting elements in turn span from floor to roof. Our horizontal simple beam requires that the bars extend a mini- mum of 6" into their supports. These spandrel beams can not tear loose from their supports. We conclude the support of the spandrel beam is okay as is. Sincerely^ CONEER ENGINEERING Kurt Ffizt&imaier EARL H. VOSSENKEMPER WILLIAM O. EVERS ASSOCIATE: I. K. SALAMEH STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT. SAN DIEGO, CALIFORNIA 92111. TELEPHONE (714) 278-3292 January 31, 1985 City of Carlsbad Building Departmen- 1200 Elm Carlsbad, CA 92008 CONEER ENGINEERING Aft Attn: Mer Camero SUBJECT: PALOMAR AIRPORT OFFICE PARK Dear Mr. Camero: Per your request I am sending you herewith copies of all the struct- ural field reports and sketches on the subject project. If there are any questions please call me. Per the City of Carlsbad requirements I have inspected the K-brace system of Building 7. I have found that all connections and members have been installed in accordance with the design. During the instal- lation, the welding procedures and techniques have been observed by the attending inspection lab and it is my understanding that a positive report is forth coming within a few days. You will be receiving a copy of said report. The K-brace system of Buidling 7 is ready for the City Inspector's inspection. Sincerely, CONEER ENGINEERING *urt Pfizenmaier cc Harlan Tande, Conwell/Marshall & Associates Howard Welsh, Collins Construction EARL H. VOSSENKEMPER WILLIAM O. EVERS ASSOCIATE: I. K. SALAMEH STRUCTURAL AND CIVIL ENGINEERS, "09 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE (714) 278-3292 CONEER ENGINEERING Si'KtrCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 921II. TELEPHONE ,14) 278-3i92 FIELD REPORT Projtct:,Palomar Airport Industrial Center Job*83-160 Sit* Visit Date:.8/9/84 Report Data: 8/9/84 Report Preitntv Malt Conwell, Marian Tande, Neil Fox, Mikey Carhart, Howard Welsh, & Kurt Pfizenmaier ObMrvations and comments Page.of 1. Corner of Building 7 may require a change in footings. If additional work is required, Coneer Engineering will be notified by Harlan Tande. 2. Where pipes cross retaining wall footing, Soils Engineer will be asked for recommendations by Harlan Tande. 3. The location of the roof hatch in Building 4 has been relocated. The ladder will now be on Partition C,7 adjoining the roof purlin. 4. Foundations have been excavated. The Soils Engineer is on the site. 5. The placement of foundation reinforcement of Buildings 5 & 6 is approximately 60% completed, that of Building 4 is approximately 15% completed. Action (A) Required: Information (1) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A I. 2 I A I 3 A I I 4 I I I 5 I I A Report by: k^uJ\> HX£e^~vv,ft,*/iKurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 9211 I. TELEPHONE . i 4) 278-3292 FIELD REPORT PrQJa£t! , , Site Visit Date: Prtttnt: --., - Observations and Palomar Airport 9/12/84 Howard Welsh and comments Industrial Center R-port n,^ 9/12/84 Kurt Pfizenmaier _ Job* 83-160 Report « 2 Pan* * of 1 Unit #7 1. All foundations have been excavated and 98* of all reinforcing is in place 2. The braced bay hold-down assemblies are on site but not in place yet. 3. Howard told me that the Soils Engineer inspected the foundation pits. Units #1 to #6 4. Concrete slab placement is in progress and is about 40* completed. Action (A) Required: Information ( 1 ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A 2 I A 3 . I I 4 I A Report by: i\A/3v r \\'h {&3A**s+**> fts^Lp Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE ri4» 278-3292 FIELD REPORT Project:.Palomar Airport Industrial Center Job*83-160 Site Visit Date:. Present: 9/18/84 Report Date:.9/18/84 Report if. Howard Welsh and Kurt Pfizenmaier Observations and comments Page.of 1. Approximately one dozen wall panels of Building #6 are complete with respect to forming and layment of reinforcing. 2. Several wall columns do not have continuous reinforcing bars on the outside face. 2 #7 bars x 5'-0" long shall be used to splice this joint. 3. The superintendent will make certain that the two #5 dowels per 12/S-2 will be in place before pouring of concrete. 4. At retaining wall type III (16/S-l) splice vertical wall bars by adding #6 x 4'- 0" at 8" on center. This bar will overlap the vertical bars of the 8" masonry wall and the 12" concrete wall. 5. The City Inspector questioned the anchorage of the 3 #9 bars of Detail 21/S-19. See my letter to City of Carlsbad. Action (A) Required: Information (1) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I I P I A 3 I A - 4 I A ft I I Report by: j^kfvH Y ^teb^^cutr Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111, TELEPHONE i • \ 4) 278-3292 FIELD REPORT Prnj*ct* Sit* Visit Date:_ Present: Palomar Airport Industrial Center 9/21/84 RenortDate: 9/24/84 Howard Welsh and Kurt Pfizenmaier _ Job* _ Report if _ 83-160 4 Observations and comments Page.of 1. Reinforcing of wall panels of Building 5 is being finalized. Reference is made to Items 2 & 3 of. Report #3. 2. A discussion ensued about the number of beam seats on various buildings. It appears not enough beam seats were delivered to the site by the steel fabricator. 3. Three pilasters are not shown on west wall elevation of Building 4, Sheet S-15. A revised sheet will be issued by structural engineer. 4. Contractor has not received reinforcing shop drawings for Buildings 1 & 7. Both sets have left the structural office at this date. Action {A) Required: Information ( 1 ) Direction (D) By Structural Engin«r Architect Contractor COMMENT 1 I A 2 I I 3 A I I • 4 I I Report by: K/WvW J-./^A^WUer Kurt PfizenWier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 9211'. TELEPHONE T14) 278-3292 FIELD REPORT Project: Site Visit C Present: — Palomar Airport Office w 11-7-84 Park RflDort n*t»: 11-7-84 Howard Welsh & Kurt Pfizenmaier. Job* 83-160 Reoort # 5 Observations and comments Page.of 1. We discussed the concrete panel support at roof of Bldg. 5. Add addit- ional straps and concrete anchors per attached plan & Details. 2. At Bldg. No. 6, add additional straps per attached partial roof plan. 3. At roof ledger a minimum of 4 - 3/4" diameter bolts are required for each purlin (refer to Detail 12/S-19) bolts between purlins may be included in the count for one of the purlins. Where the count is less than 4, add 3/4" diameter drilled concrete anchors as required. Action (A) Required: Information ( 1 ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A 2 I A 3 I A Reoortby: \J l^WWs&Jr iRk^-v^^Or^- Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 921 H. TELEPHONE r 1 41 278-3292 FIELD REPORT Project: Palomar Airport Office Park Job* 83-160 Site Visit Present:.Howard Welsh & Kurt Pfizenmaier Report nirtii: 11-30-84 Report #. Observations and comments Page.of 1. The concrete column/beam of precast panel W-l (Building 1) broke off during the lifting process. Correct as follows: A. Reinforcing bars have to be welded (see attached details A & B) so that the end product is a straight bar as originally planned. Cut existing bars as low as possible to remove the broken leg. If bars can be straightened contractor may do so. B. Remove concrete of panel as shown on attached Detail "A". C. Erect panel. Shore and brace on a temporary basis. D. Replace missing leg by pouring concrete in place as shown on "A" and 6A/S-13. E. Details 16/S-2, 27/S-18 & 28/S-18 still apply. F. Provide additional brace in line "C" as shown on 19A/S-19. G. Shores and braces may not be removed until concrete and non- shrink grout has attained design strength,(2000 psi). Action (A) Required: Information ( I ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A Report by: $<blA^&+*~*ofef Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE i : 1 4) 278-3292 FIELD REPORT Project:.Palomar Airport Office Park Job if Site Visit Date:. Present: 12-4-84 Report Date: 12-5-84 Report #_L Walter Conwell. Marian Tandp. Fd Monroe. Howard WPUh & Kurt Pfi'zPnmaiPr Observations and comment*Page of Wall Panel €**-; Bldq. 2. Corner was broken with the cracks vis-gg. ide.ible from the outsideTRepair per instructions by the architect. Additional notes & information per attached Detail "A" on sheet 1 of 1. v^-i WalT panel-E-3-,Bldg. 1. For temporary vertical support use 6x12 or 10x10.If column can not be supported by a concrete founda- tion then use pad 3 feet squared built from 2 layers of 4x12's flat. Modify instructions issued in field report 6 as follows: Option A: Remove existing upper part of column/beam completely and use full height bars. No welding is required. All bars shall be embedded in concrete a minimum of li inches. At existing panel every broken stirrup shall be replaced with a new #3 closed tie. The bro- ken one may be abandoned in the new concrete. Option B: As called for in field report #6 except make certain that new bars overlap minimum of 48 inches with 2 #7 bars in outside face of panel. Wall panel N-4, Bldq. 1. Vertical concrete leg was broken off. Closer examination showed that the two outside bars of the lower leg extended only about 6 inches into upper panel. Temporary support with 12x12 post. If post can not be put on a concrete foundation use temporary foundation 3.5 feet squared built from 2 layers of 4x12's flat. Correct as outlined under 2 option B above. r .. ,r Continued Action | Required: Information Direction 1 By Structural Engineer Architect Contractor A) 1) D) COMMENT Report by: / CONEER ENGINEERING -'STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 921 It. TELEPHONE r 1 4) 278-3292 FIELD REPORT Project:,Palomar Airport Office Park Job* 83-160 12-4-84 Report Date:.12-5-84 Report #,Site Visit Date: — Prtunt: Walter Conwell, Harlan Tande, Ed Monroe, Howard Welsh & Kurt Pfizenamaier. Observations and comments Page_L of 4. Wall Panel N-6, Bldg. 1. One end at support of panel is severely damaged. Temporary support as outlined under 3. Remove all loose concrete then call Structural Engineer for inspection and instructions. Action <A) Required: Information ( 1 ) Direction <D) By Structural Engineer Architect Contractor COMMENT 1 A A 2 I A 3 I A 4 I A Report by: kitA^^fevvvv,a*r1 MI Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE i ' i 4) 278-3292 FIELD REPORT Project:._Pa1omar Airport Office Park 12-6-84 Report Data: 12-10-84 Job* 83-160 Report #- 8Site Visit Date:. Present: Howard Welsh. Mike Staffer fHubbert.Concrete Sub) and Kurt Pfizenmaier Observations and comments of 1. Correction Field Report #7: Item 1, Wall Panel E-l, Bldg 2 should read Wall Panel W5, Bldg 2. Item 2, Wall Panel E-3, Bldg 1 should read W-l, Bldg 1. 2. WalT Panel N-4, Building 1 at request by concrete subcontractor, detail was changed per "A" of Sheet 1. . . 3. Bldg 2, Panel E-l has only 2 to 2i inches of bearing and no neoprene pad was installed, correct as follows: Install new foundation and concrete column as shown on attached sheets 2 and 3. 4. All horizontal beams without full bearing and or without neoprene pad shall be corrected as follows: a) Use temporary shores to support beams as outlined in item 3 of Field Report #7. b) Remove metal shims c) Install non-shrink grout for full bearing per manufacturers recommendations. d) Leave shores in place for a minimum of 7 days after place- ment of concrete. 5. Make certain that all diagonal concrete walls are nailed at roof with at least typical edge nailing (EN). 6. In some wall panels no anchorbolts for the roof ledger have been instal- led due to stacking of panels. Use 3/4" drilled concrete anchors per 12/S-19. 7. Make certain all welding of horizontal beams is being done. Details Action (A) Required: Information ( 1 ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I I P I A 3 I A 4 I A 5 I A 6 I A 7 I A Report by: rvAA^ $/<3h^«*Q&f' Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 921 U. TELEPHONE i'i41 278-3292 FIELD REPORT Project:. Site Visit Date: 12-13-84 Palomar Airport Office Park Job*83-160 Report D.t.. 12-13-84 Report Howard Welsh & Kurt Pfizenmaier Observations and comments Page.of 1. Bldg 1, Panel N4 - Inspeceted new leg reinforcement. Vertical bars were #7 instead of #8. During replacement, contrac- tor was short one #8 bar. Contractor requested to replace the one #8 bar with two #7 bars. I agreed. Tie spacing at bottom 2 Ft. must be 5" per 16/S-2. Add one tie where existing tie is excessively bent. Chip off concrete some more for concrete cover at reinforcing bar. 2. Bldg 1, Panel Wl - Inspected new leg reinforcement. Tie spacing at bottom 2 feet must be 5" per 16/S-2. 3. Bldg 1, Panel N-6 - Damaged concrete at support was removed, rein- forcement looked all right. Add two dowels per 14/S-18. 4. Bldg 2 - Support of Panel E-l. Howard Welsh said that he measured the top of the beam and thinks the support is close to 4 inches, from below it looks more like 2 to 2 1/2 inches. 5. At South end of property, retaining wall type III. The dowels protruding from the footings are #6 at 8" on center with alternating heights of 17 and 21 inches. For the 17 inch long bars, the bond stresses are exceeded. Therefor weld #6 extension bars onto top of existing bars so that they will extend within 3 inches of the top of the 12 inch masonry. Weeping holes in concrete may be spaced at 6'-0" on center with a minimum of 7.5 cubic feet of gravel per weep hole. Action (A) Required: Information (I) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A 2 I A 3 I A 4 I A 5 I A Report by: |6vvJvU Mf^xAA^Octr Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 9211.1. .TELEPHONE ( ' I 4) 278-3292 FIELD REPORT n,«j^t- Palomar Airport Office Park 5Jte Vilit n-»r 12-19-84 Rnpnrt Data: 1-3-85 Prew- Neil Fox, Walt Conwell . Harlan Tande. Ed Monroe. Mike Sillo(Hubbard Concrete) & Kurt Pfizenmaier Job* R3-' Reoort # Howard Welsh. Bill I fin 10 Evers. Observations and comments Page L of 1. Bldg 7. Extend TSG-5 at line 10.8, 6 inches to South per Section "A" on Sheet 1 of 6. 2. Bldg 7. Lower existing steel ledger angle at Line 11 approximately 5 inches and strap per Section "B" on Sheet 1 of 6. 3. Bldg 4. Support short concrete panels at roof with minimum of 2 straps as shown on Partial Plan "C" on Sheet 2 of 6. 4. Install new steel columns per Sections D-2, Da-2, Da-2 sim. and E-3, Locations: Building 1 -C.8 & C.8 & A & 5 A.2 & A.2 A.2 E & D.8 & D.8 & 1 6 1 1 & 4 & 4 1.2 5 1 Building 2 - Building 3 - Building 4 - Building 5 - Building 6 - At retaining wall parallel to El Camino Real the vertical bars have only a 5 1/2 inch depth instead of the required 9 inches for a length of approximately 20 feet. Correct as indicated on section on Sheet 4 of 6, Building 2. One chord splice is misaligned. Reinforce with 2 straps at roof ledger and grout both recessed pockets as shown on Sheet 4 of 6. Action 1 Required: Information Direction 1 BY Structural Engineer Architect Contractor A) 1) D) COMMENT Report by: CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 9211). TELEPHONE ri4) 278-3392 FIELD REPORT Project:Palomar Airport Office Park Job]y 83-160 Site Visit Date:12-19-84 Report Date:.1-3-85 Report #.10 Present:,Neil Fox, VJalt Conwell, H?r'!a" Tande> Ed Monroe, Howard Welsh, Bill Evers, Mike Sillo^Hubbard Concrete) & Kurt Ftizenmaler. Observations and commenti Page 2 of L Bldg 1, Column at west wall: Provide a corbeled support of horizontal beam as shown on Sheet 5 of 6. This is in addition to all previous instructions. Bldg 1, Panel N4 at center line two: Strengthen support of panel with a pre cast concrete panel as shown on Sheet 6 of 6. Action (A) Required: Information ( 1 ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A 2 I A 3 I A 4 I A 5 I A 6 I A 7 I A 8 I A • Report by: X-V) ivvvU" 'Un^^^^a^erJ|Kurt Pfizenmaier CONEER ENGINEERING STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE ri4) 278-3292 FIELD REPORT Palomar Airport Office Parkr jab, 83-160 Site Visit Date:.1-1A-RR Present: Howard Welsh & Kurt Pfizenmaier _ Report Data; 1-15-Q5 Report it.11 Observations and comments Howard Welsh requested this site visit. of_L 3. 81dg 7, end walls. On detail 2/S-21, the vertical dowels #5 at 24 are shorter than shown on detail. Horizontal dowels and slab bars have insufficient overlap. Where overlap is less than 15 inches, add #4 bar x 3'-0" long. Bldg 3, diagonal concrete walls inside bldg. Wherever top of wall does not reach roof plywood support top of wall at two places as follows: Use steel angle 3x3x1/4 and weld 3/16 inch end plate with one hole to one end. Bolt this end to nearest ledger bolt of exterior wall. Connect other end to top nailer of diagonal wall with 1/2" diameter lag bolt. Bldg 3, line 2.4. The purlin is not centered on double columns as called for on 20/S-19. Place a piece of purlin 6 x 16 x 5 ft. long into existing seat. Fill space between members with a wood filler and bolt them all together with 4 - 3/4" diameter machine bolts at 12 inches on center. Action (A) Required: Information ( 1 ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A 2 I A 3 I A Report by: &A^A- ' vfc^^^arey- nKurt Pfizenmaier CONEER ENGINEERING ' STRUCTURAL AND CIVIL ENGINEERS, 7709 CONVOY COURT, SAN DIEGO, CALIFORNIA 92111. TELEPHONE TI4I 27-8-3292 FIELD REPORT Palrmar A-trporti fiffigeProject: Site Visit n«f 1-23*85 Pre»nt: Howard Welsh & Kurt Pfizentnaier Job 83-160 Report n»f«: 1-23-85 Report #.12 Observations ind comments 1. Bldg. 4 Dowels in concrete walls, lines D, D.3, D.6, and E is insufficient. Reference detail 10/S-2 and 2B/S-3. Proposed Remedy: Line 'D1 Add 6-3/4" diameter drilled anchor bolts (kwik bolts, Phillips red heads, Hilti, etc.) approximately 3 " below finished floor at 18" with mLniiujm edge distance of 6". Line'E' Add 17-3/4" diameter anchor bolts at 12" with miniiTLim edge distance of 6". Install in line 3" below finished floor. Action (A) Required: Information ( 1 ) Direction (D) By Structural Engineer Architect Contractor COMMENT 1 I A Report by: l<A*>ti f -j u' fZ&v***^ o*e/- Kurt Pfizenmaier OFFICE ' A *TT- A A PLYv^OOO. WA'L -4 - 7 r/-'- r,, pi AM DETA 1L OF CONGE* GNGMOEMNG PLAM DETAIL . 5) PARTIAL CUNIMH3 .„ // 3c?-% 2 Of //A. rtoTE AU- STCIST vW *7 0rV_^' -,-UU ICONEtn ENdNBCMMG<£>5-f6o 6 T CO/sJCt^^G WAS Z. UAtL PAMEu E-l FOfc- LOCATiOKi Or see " Ere M»V idAu ISA - TO MATCH t X A -> S ACTION AA/, r. 9. A\epo«_r OFF-CIS ftjcpoer * A .7-*tfi!* rr.,-R..- iff - - -.4 / »5A\ m> 4 i £> o^ I 5 CONMM , 2 -5-2 4) SE_C_T IO "A/.T, 57 T OFFiCS CONEE* SECTI Sj ST CoiJC- pev !„» 4 4 * IP i -r LU An;', r *|,f= t A ; ' - ' ' f 1A/A«(. 5*3 »/< X T SECTIOM A . EASE fc's ;..,L,.i;i cot, i CONKR CNONKMNC 6m) UlA-LL HA JE LA/ 4/5- =9 I iH I/' t t. 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