6:05 AM
Tuolumne County Building and Safety Division
Inspections and Results
Permit No. B2016-01574 Permit Type   NEW COMMERCIAL Site Address   12915 JUSTICE CENTER DR
Applied   12/30/2016 Applicant   COUNTY OF TUOLUMNE,
Approved   08/23/2017 Owner   COUNTY OF TUOLUMNE,
Issued   01/31/2018 Contractor  
Parent Permit No.   Description   NEW TUOLUMNE COUNTY JAIL
  Date of Inspection Inspection Type Inspector Result Remarks Notes

 06/12/2018FOOTING AND FORMSDouglas OliverAPPROVED W/COND(6/12/2018 2:19 PM DO) Foundation Key and steel placement for wall line J from lines 3 through 9 only. Approved pending prepour inspection by special inspector.

 06/29/2018MASONRY BLK WALLDouglas OliverAPPROVEDitems cleared(6/29/2018 4:43 PM DO) 1. Approximately 40 feet of the south end of MSE retaining wall is installed with geotextile fabric laid opposite to its tensile strength direction. 2. Do no more work on this wall until corrective action is reviewed and approved.

 07/06/2018MASONRY BLK WALLDouglas OliverAPPROVED W/COND(7/6/2018 10:12 AM DO) observed placement of 3 courses of MSE block,fabric, gravel, and soil at south retaining wall replacement. 3:32 observed placement of addtional 6 courses of MSE block. Spec. inspector onsite witnesses soil placement and compaction.

 07/06/2018COMPACTIONDouglas OliverAPPROVED W/COND(7/6/2018 10:15 AM DO) 1. Met special inspector on site. per discussion with owner and project manager, directed special inspector to test at each 24" of lift hieght. Direction to SMCI was to continue placment and compaction of material per plans: maximum 8 inch lifts compacted. 2. special inspector observed placement and compaction of soil at 6" lifts. Placement is acceptable.

 07/06/2018UNDERGRD PLBGDouglas OliverAPPROVED(7/6/2018 10:19 AM DO) 1. underground 8" sewer line identified as private sewer buried without inspection. I observed pictures of placement provided by project manager. in addition, T.U.D. inspection provided email confirming that he had observed placement of sewer and saw no corrections. based on review of pictures and statement from T.U.D., i am accepting the installation of the private portion of the sewer. 2. T.U.D. has oversight of all sewer line not on County Propoerty.

 07/09/2018MASONRY BLK WALLDouglas OliverAPPROVED W/COND(7/9/2018 9:28 AM DO) 1. observed course 10 and 11 of MSE wall. wall placement is in conformance with plans. spec. inspector on site for compaction testing. 2. at 1:00 pm witnessed course 12 being complete and placement of geotextile fabric. course 13 and 14 are started. install still in conformance w/plans.

 07/09/2018CONCRETE WALLDouglas OliverAPPROVED W/COND(7/9/2018 9:27 AM DO) 1. J line retaining wall steel inspection ok pending Spec. Inspector Report. 2. top of wall couplers, tie bars, and embeds to be checked prior to pour. ok to continue

 09/14/2018FOOTING AND FORMSDouglas OliverCANCELLED(9/14/2018 1:02 PM DO) foundation for wall lines A - E, 1 - 3, not ready for inspection. J wall foundation hooks cut short. must be replaced.

 10/18/2018FOUNDATIONDouglas OliverAPPROVED W/COND(10/18/2018 10:52 AM DO) 1. Inspection requested for 7:00 not ready. 2. Grid lines A through C, 5 through 11 inspected and approved. 3. grid lines C to E, 10 to 11 inspected and approved. concrete placement approved in those areas for 10/19 pour only.

 10/18/2018UNDERGRD ELECT.Douglas OliverAPPROVED W/COND(10/18/2018 10:59 AM DO) 1. Underground placement of site lighting and low voltage for area above J line retining wall. 2. Conduit placement OK. 3. submit as built for location change to avoid retaining wall.

 01/03/2019MISCDouglas OliverAPPROVED(1/3/2019 12:01 PM DO) SWPPP inspection results: 1. at fiber blanket to area of west slope north of retaining wall. 2. repair clogged waddles at bottom of west slope by silt fences 3. repair holes in silt fence and remove silt accumulation on silt fencing at east slope below oak tree. 3. repair temp fencing on east slope. (1/3/2019 2:39 PM DO) corrections completed 2:34 pm. inspection approved

 01/04/2019MISCDouglas OliverHOLD(1/4/2019 3:30 PM DO) Inspected 2nd grout lift areas c-j, 3-5. lintel steel incomplete at interior hall above dayroom/multipurpose room. metal ledger at dayroom.

 06/10/2019ROUGH MECH.Douglas OliverAPPROVED W/CONDnot ready on 6/7(6/7/2019 1:32 PM DO) Inspection of ductwork in 1st floor hallway between lines 5 and 6 G to D , and roof penetration/equipment curbs on roof above areas C and D only.

 06/07/2019MASONRY BLK WALLDouglas OliverAPPROVED W/COND(6/7/2019 1:40 PM DO) special inspection of CMU/Rebar in area B, lines 4-5/A-B 6th lifts OK.

 06/12/2019ROUGH MECH.Douglas OliverAPPROVED W/COND(6/12/2019 10:16 AM DO) Heat pump ducting from Line 4.4 to termination only.

 06/15/2018SEWER CONNECTIONLonnie McCarty

 06/15/2018MISCLonnie McCartyAPPROVED(6/15/2018 12:44 PM LM) 4" SDR 35 sewer line from SSMH #1 back to 4" floor drain. Not under test.

 07/10/2018CONCRETE WALLLonnie McCartyAPPROVED(7/10/2018 9:31 AM LM) 1. Observed course 13, 14, & 15 of MSE wall through the center section of wall. Took photos of whats being done. Wall placement is in conformance with plans. Waiting for special inspector. had not showed up at 12:30 when i left site. (7/10/2018 3:21 PM LM) 2. Returned in the afternnoon, courses 13, 14, & 15 had been filled with rock. No compaction has been done at the top of course 12. Special inspector never showed up.

 07/16/2018MISCRick BarrieauAPPROVEDitems cleared(7/16/2018 3:04 PM RB) I noted that catch basins have been placed under the porta potties.-thank you. 1) Please continue with SWPPP Best Management Practices. A) Cover Containers. B) Protect storm drain inlets. C) Place fiber rolls along the slopes per plan. See detail C-500.

 07/18/2018MISCLonnie McCartyAPPROVED(7/18/2018 9:54 AM LM) Walked site with Rick, went over time card.

 08/01/2018MISCLonnie McCartyAPPROVED(8/1/2018 12:04 PM LM) Walked site with Rick. Went over up and coming inspections.

 08/16/2018FOOTING AND FORMSLonnie McCartyAPPROVED(8/16/2018 2:43 PM LM) J line extension of site retaining wall east side. OK check west side later.

 08/16/2018UNDERGRD ELECT.Lonnie McCartyAPPROVED(8/16/2018 12:05 PM LM) Underground electrical in "E" rooms 161 & 270. Grid line "A" between between 6 & 4.5.

 08/17/2018MISCLonnie McCartyAPPROVED(8/17/2018 9:50 AM LM) Epoxy dowels J line & 9 line Ok

 08/27/2018MISCLonnie McCartyAPPROVED(8/27/2018 9:38 AM LM) Walked site and took pictures of all the exposed fire sprinkler line fittings, mechanical connections and vales. The valves still need to have the concrete removed and rebar place and repoured. (8/27/2018 2:53 PM LM) Observed the removal and placement of concrete and rebar at fire sprinkler valves in 1 location 18"X24"X24".

 09/17/2018MISCLonnie McCartyAPPROVED(9/17/2018 10:50 AM LM) No inspection needed.

 12/17/2018MISCLonnie McCartyCANCELLED(12/17/2018 10:07 AM LM) All inspections were canceled due to rain. Walked site to view erosion control.

 12/18/2018DRAINAGELonnie McCartyCANCELLED(12/18/2018 9:02 AM LM) No storm water drainage be done @ 9:00 am.

 12/26/2018MISCLonnie McCartyAPPROVED(12/26/2018 10:25 AM LM) Walked site muliple times.

 12/28/2018MISCLonnie McCartyAPPROVEDStorm Drainage IR 214(12/28/2018 9:56 AM LM) No storm drain has been laid past DI #13 due to the amount of large rocks. See photo's attached

 12/27/2018MISCLonnie McCartyAPPROVEDStorm Drainage IR 214(12/27/2018 9:23 AM LM) Storm drainage from DI #14, 40' towards DI #13. (12/27/2018 11:45 AM LM) Inspectected the first 80' of 12" storm drainage. (12/27/2018 3:52 PM LM) Storm drainage from DI #14 to DI #13 installed. See photo's attached

 12/29/2018UNDERGRD PLBGLonnie McCartyAPPROVEDIR 216(12/29/2018 10:48 AM LM) Underground plumbing test in Quad C, started test @ 9:45. (12/29/2018 2:14 PM LM) Completed pressure test @ 1:45. See photo's attached

 12/29/2018MASONRY BLK WALLLonnie McCartyAPPROVEDIR 215(12/29/2018 10:46 AM LM) Masony block wall lines 4-5/A-B 1st lift OK. See photo's attached

 12/29/2018MISCLonnie McCartyAPPROVEDStorm Drainage IR 214(12/29/2018 10:47 AM LM) Storm drainage from DI9, DI10, & DI11 OK (12/29/2018 1:04 PM LM) Storm drainage between DI11 & DI13 OK. The storm drainage between DI9 to DI14 complete. See photos attached

 02/01/2019UNDERGRD PLBGLonnie McCartyAPPROVEDIR #251(2/1/2019 11:19 AM LM) IR 251 Started plumbing test @ 8:00 am. Finisde test @ 12:00 Underslab plumbing in area C between wall lines K-L/3-4

 02/04/2019PIERSLonnie McCartyCANCELLEDIR #256(2/4/2019 8:09 AM LM) IR #256 Inspection cancelled due to rain. Piers are full of water see photos attached.

 02/01/2019FRAMELonnie McCartyAPPROVEDitem cleared RB #42(2/1/2019 11:28 AM LM) C/N #42 1. 2nd floor wall line F-5/4.4-5 @ beam pocket the bolts are installed @ angles exceeding 1/20 ratio, 3 degrees ref 3/S544. See pictures attached OK

 07/12/2019FRAMELonnie McCartyCORRECTIONSI.R. #460 & 461 C/N 73(7/11/2019 4:14 PM LM) I.R. 460 & 461 wall lines E-H & 3-4.5 1. Missing weld @ shear tab. 2. Welds and weld washers in multiple locations: required overlap, porosity, size, etc. 3. Loose bolts @ beam to beam connections. 4. All items/issues have been field marked and dated @ locations affected. 5. There are still outstanding frame items on ledgers/beams between wall lines H-J & 3-4. These items are dated 3/13/19 marked @ affected area. 6. Please provide information from the manufacture of Master Flo 928 for the placement of grout @ beam pockets. We need to know at what point aggregate is required.

 07/12/2019MISCLonnie McCartyAPPROVEDTorque test(7/12/2019 12:00 PM LM) Torque test on bolts @ door jambs area C between wall lines 4.4-5 & F-J.

 07/16/2019SLABSLonnie McCartyDENIEDI.R. #468(7/16/2019 1:03 PM LM) Rebar @ mezz deck unit A area B. (7/22/2019 1:25 PM RB) Structural observation not requested or performed. Approval rescinded by I.O.R.

 07/15/2019HVACLonnie McCartyAPPROVEDI.R. #465 curb bolting @ kitchen

 07/15/2019FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. #454.1(7/15/2019 11:37 AM LM) M line retaining wall footings.

 07/16/2019ROUGH ELECLonnie McCartyAPPROVEDI.R. #475(7/16/2019 1:01 PM LM) Conduits @ mezz deck unit D area B

 09/03/2019HVACRick BarrieauAPPROVEDI.R. #638 curb bolting(8/29/2019 12:43 PM LM) Curb bolting between grid lines 3-5 & A-B (8/29/2019 1:28 PM LM) Chris from DKM mech came in and asked if we could schedule the inspection for Next Tuesday. Curb bolting ok. One HVAC and one 12x12 doghouse for comp lines. Located south of low roof, Curb bolting between grid lines 3-5 & A-B

 08/29/2019UNDERGRD ELECT.Lonnie McCartyAPPROVEDI.R. #641

 08/29/2019FOUNDATIONLonnie McCartyAPPROVEDC/N #92 Loading dock found, ftg only

 09/18/2019FRAMELonnie McCartyAPPROVED(9/18/2019 12:33 PM LM) Metal stud framing in unit D, OK.

 10/04/2019FRAMELonnie McCartyAPPROVEDir #807, rfi 449 metal std frame rm 608

 10/04/2019FRAMELonnie McCartyAPPROVEDir #808 framing 1st floor area B, GL D-F

 10/04/2019ROUGH ELECLonnie McCartyAPPROVEDir #809 Rough electrical in wall

 10/04/2019ROUGH MECH.Lonnie McCartyAPPROVEDir #811 mech curbs(10/4/2019 3:28 PM LM) 1 curb on east high roof GL 10-11. Circled on mech roof plan.

 10/04/2019REINSPECTIONLonnie McCartyDENIEDir #747.1 storm drain @ loading dock(10/4/2019 3:25 PM LM) Failed inspection, SMCI not on site. There was nothing to look at.

 10/07/2019ROUGH ELECLonnie McCartyAPPROVEDir #812 level 2 area D wall rough rm 604

 10/07/2019ROUGH ELECLonnie McCartyAPPROVEDir #814 level 1 area A , rm 124 & 125

 10/07/2019SHEETROCK NAILLonnie McCartyAPPROVEDir #815 area D, sheetrock nail(10/7/2019 10:23 AM LM) Rooms 557, 558, 559, 560, 561

 10/07/2019SHEETROCK NAILLonnie McCartyAPPROVEDir #816 area C, top of cells

 10/07/2019FRAMELonnie McCartyAPPROVEDir #817 area D, rm 604 mtl std framing

 10/07/2019FRAMELonnie McCartyAPPROVEDir #818 area A, wl 2-3, mtl std framing

 10/08/2019INSULATION WALLSLonnie McCartyAPPROVEDir #819 area D level 2, sound insl

 10/08/2019SLABSLonnie McCartyDENIEDir #820 rebar @ loading dock(10/8/2019 2:22 PM LM) failed, not ready.

 10/08/2019REINSPECTIONLonnie McCartyDENIEDir #772.1, rfi #494 east side fence pier(10/8/2019 2:27 PM LM) Failed, not ready

 10/17/2019ROUGH PLBGLonnie McCartyAPPROVEDir #860 domestic water RR 122 & JC 124

 12/11/2019FRAMELonnie McCartyAPPROVEDI.R. 1006.1 skylights rms140,149,127,151

 12/11/2019SHEETROCK NAILLonnie McCartyAPPROVEDI.R. SRN day room A quad upper levels

 12/11/2019FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. 1037 Controller pedestals

 12/11/2019FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. 1038 Trash enclosure

 12/19/2019ROUGH MECH.Lonnie McCartyAPPROVEDI.R. #1071 grease duct slope kitchen

 12/19/2019ROUGH MECH.Lonnie McCartyAPPROVEDI.R. #1073 rough duct, B-C corr east of

 12/19/2019ROUGH ELECLonnie McCartyAPPROVEDI.R. #1067 hard lid rough in rms 111&137

 12/19/2019SLABSLonnie McCartyAPPROVEDI.R. #1074 rebar @ landings(12/19/2019 7:53 AM LM) Day rooms 149,151,260,229,252,253 JC 128

 12/19/2019OTHERLonnie McCartyDENIEDI.R. #1076 loading dock area storm drain

 12/19/2019SLABSLonnie McCartyCANCELLEDI.R. #1075 slabs(12/19/2019 7:56 AM LM) concrtete @ day rooms 149,151,260,229,257,253 (12/19/2019 12:30 PM LM) CTS inspection

 12/19/2019FRAMELonnie McCartyAPPROVEDI.R. # 1055 sofit frame rm 127 & 151

 12/19/2019TBAR CEILINGLonnie McCartyDENIEDI.R. #1070 Tbar rms(12/19/2019 7:57 AM LM) Tbar ceilings in rms 544,543,546,547,548,551,552,553,556 (12/19/2019 3:32 PM LM) Not ready

 12/19/2019INSULATION WALLSLonnie McCartyAPPROVEDI.R. #1086 Sound insulation

 12/19/2019FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. #1068 west security fence

 12/23/2019MISCLonnie McCartyCORRECTIONSI.R. #1097 wall dryness(12/23/2019 10:57 AM LM) I.R. #1097 C/N #125 1. The area's inspected based on the map provided are still wet. See highlighted area's on map attched and photos. 2. After consultation with Lionakis, all areas of gypsum that were identified/mapped as being wet will need to be completely removed and replaced as well as all fiberglass insulation that was wet will need to be removed and replaced. 3. Visual inspection of all areas will be required prior to recovering.

 12/23/2019FRAMELonnie McCartyAPPROVEDI.R. #1088 soffit area B rm 253

 12/23/2019FOOTING AND FORMSLonnie McCartyDENIEDI.R. # 1091 Footings Fence/Sally port(12/23/2019 10:15 AM LM) Failed inspection footings are full of mud and water.

 12/23/2019FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. # 1095 Rebar/sidewalk

 12/23/2019MISCLonnie McCartyDENIEDI.R.1090 Side walk elevation @ exterior(12/23/2019 2:57 PM LM) more than a 1/4" rise.

 12/26/2019UNDERGRD ELECT.Lonnie McCartyAPPROVEDI.R. #1101 underground conduit(12/26/2019 3:22 PM LM) underground conduit @ driveway in front of flag pole.

 12/26/2019SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1099 security mesh(12/26/2019 7:35 AM LM) Security mesh area A rooms 144,145,344,343

 12/26/2019FRAMELonnie McCartyAPPROVEDI.R. #1089 soffit area B rm 252

 12/26/2019SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1098 gyp rm 151

 12/26/2019FRAMELonnie McCartyDENIEDI.R. #1100 Ext framing lid @ doors(12/26/2019 1:19 PM LM) Failed inspection not ready to much stuff not done above ceiling. No access above ceiling.

 12/26/2019FOOTING AND FORMSLonnie McCartyDENIEDI.R. # 1091.1 Rabr & footings(12/26/2019 2:13 PM LM) Failed not ready. Rebar & footings @ security/sally port fence.

 12/27/2019FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. #1091.2 Rebar & footings(12/27/2019 11:28 AM LM) Rebar & footings @ security/sally port fence and 40 feet of footing @ west side security fence.

 12/30/2019FRAMELonnie McCartyAPPROVEDI.R. #1102 skylight framing area B

 12/30/2019FRAMELonnie McCartyAPPROVEDI.R. # 1103 lid framing(12/30/2019 9:21 AM LM) Lid framing in rooms 129,159,268,230,242,254,359,329,430,438,442,454 (12/30/2019 3:19 PM LM) framing Ok need to test plumbing before lids are installed.

 12/31/2019SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1106 SRN soffit rm 127

 12/31/2019SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1104 SRN skylights rm 151,127

 12/31/2019ROUGH ELECLonnie McCartyAPPROVEDI.R. #1107 hard lid/soffit rough in(12/31/2019 9:38 AM LM) Rooms 252,253,456,454

 01/02/2020ROUGH MECH.Lonnie McCartyAPPROVEDI.R. #1112 light final conn grease duct

 01/02/2020SLABSLonnie McCartyAPPROVEDI.R. #1114 Sally port ramp/side walk

 01/02/2020SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1113 SRN rooms 100/137

 01/02/2020INSULATION WALLSLonnie McCartyAPPROVEDI.R. #1119 Sound insl level 1 area 4

 01/02/2020SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1118 SRN room 120

 01/02/2020ROUGH MECH.Lonnie McCartyAPPROVEDI.R. #1126 rm 623 fire wrap of duct(1/2/2020 3:27 PM LM) UL listing of duct wrap OK per Sing, SFM.

 01/03/2020FOOTING AND FORMSLonnie McCartyAPPROVEDI.R. #1128 Rebar & forms laoding/sally p

 01/03/2020ROUGH PLBGLonnie McCartyCORRECTIONSI.R. #1120 Shower traps in ceiling only(1/3/2020 10:49 AM LM) I.R. #1120 C/N #126 1. The shower traps in the ceiling in rooms 127, 229, & 260 are below the framing members.

 01/03/2020FRAMELonnie McCartyAPPROVEDI.R. #1121 Framing rooms 287/288 elec rm

 01/03/2020OTHERLonnie McCartyAPPROVEDI.R. #1122 Security mesh room 123

 01/03/2020FRAMELonnie McCartyAPPROVEDI.R. #1123 Framing corridor 282

 03/19/2020MISCLonnie McCartyAPPROVEDI.R. #1387 sheetrock nailing(3/20/2020 8:05 AM LM) Sheetrock nail in rooms 160, 269, 125, 122, 118, 117, 360, 469

 03/19/2020SHEETROCK NAILLonnie McCartyAPPROVEDI.R. #1385 sheetrock nail exterior lids

 03/19/2020SPRINKLER - HYDRO/ROUGHLonnie McCartyAPPROVEDI.R. #1383 Area A & B dayrooms(3/20/2020 8:31 AM LM) 2 hour hydro test 1st floor A & B dayrooms. Test from 9:20-11:40. Inspection done with Sing Sate Fire Marshal.

 03/20/2020MISCLonnie McCartyAPPROVEDI.R. #1389 C/N #115

 03/20/2020MISCLonnie McCartyAPPROVEDI.R. #1386 Fasteners for wall guards(3/20/2020 8:39 AM LM) Fasteners for wall guards in 172, 113, 282, and exterior of staff stations 280,171.

 03/20/2020SLABSLonnie McCartyAPPROVEDI.R. #1391 epoxy & rebar see map of ispe

 03/19/2020MISCLonnie McCartyAPPROVEDI.R. #1347.1 D bldg overhead close up

 03/19/2020MISCLonnie McCartyAPPROVEDI.R. #1381 overhead close up 151, 127

 03/19/2020MISCLonnie McCartyAPPROVEDI.R. #1380 overhead close up(3/20/2020 9:11 AM LM) Corridor 600, 601, 602, 626

 03/20/2020MISCLonnie McCartyAPPROVEDI.R. #1345.2 overhead close up(3/20/2020 9:15 AM LM) 501, 139, 148, 210, 226, 469, 443.

 03/20/2020FRAMELonnie McCartyAPPROVEDI.R. #1388 Ceiling framing

 03/20/2020ROUGH ELECLonnie McCartyAPPROVED

 03/27/2020MISCLonnie McCartyAPPROVEDIR 1406 floor plate & toe kick plate(3/27/2020 10:20 AM LM) Rooms 280, 543, 223

 03/13/2018GRADINGRick BarrieauAPPROVEDitem clear(3/13/2018 11:40 AM RB) 1) Provide REAP from up-coming rain event.

 03/19/2018REINSPECTIONRick BarrieauAPPROVED(3/20/2018 7:24 AM RB) Walked site, no grading only tree clearing/burning. Checked REAP post rain event.

 03/26/2018Site EvaluationRick BarrieauAPPROVED

 03/28/2018GRADINGRick BarrieauAPPROVED(3/28/2018 2:20 PM RB) Observed site grading has begun, top layer of soil. A pile of rocks have been stacked at the south end of the entrance.

 04/03/2018GRADINGRick BarrieauAPPROVED

 04/04/2018GRADINGRick BarrieauCANCELLEDno work being done

 04/06/2018GRADINGRick BarrieauAPPROVED(4/24/2018 8:26 AM RB) Soil appears stable and BMP's are in place.

 04/16/2018OtherRick BarrieauAPPROVED

 04/17/2018MISCRick BarrieauAPPROVED

 04/24/2018MISCRick BarrieauAPPROVEDblast survey

 04/27/2018REINSPECTIONRick BarrieauAPPROVED

 04/27/2018GRADINGRick BarrieauAPPROVED(4/27/2018 1:35 PM RB) walked site, drying out. Grading to begin on monday 4/30/18 Smci setting stakes to identify toe of slope. Earth moving equipment on site/ready.

 04/30/2018GRADINGRick BarrieauAPPROVED(4/30/2018 3:24 PM RB) key-ways being cut in at the perimeter.

 05/01/2018GRADINGRick BarrieauAPPROVED(5/1/2018 2:38 PM RB) Grading began. D-10 on the upper north end flattening the knoll. Some rock was present but movable with tractors. Making rock piles.

 05/02/2018GRADINGRick BarrieauAPPROVEDserved movable rock. (5/2/2018 2:29 PM RB) Mtg and walked site. Compaction tests being done. O

 05/03/2018GRADINGRick BarrieauAPPROVED(5/3/2018 2:44 PM RB) Viewed keyway compaction testing along the east side of lot. B.E. and CTS (not Russ)and SMCI.

 05/04/2018REINSPECTIONRick BarrieauAPPROVED(5/4/2018 2:45 PM RB) Observed keyway on the south east side of the property. Russ was on site taking compaction tests. Passed test.

 05/07/2018GRADINGRick BarrieauAPPROVED(5/7/2018 4:02 PM RB) Key way rising. Russ told SMCI to break the rock and allow only 12 inch diameter in the soil. SMCI (JASON) was contesting the call. David Benton was on site and they are trying to get permission to add larger rock to the exterior keyway.

 05/08/2018GRADINGRick BarrieauAPPROVEDitems clear(5/8/2018 3:22 PM RB) 1) Russ from CTS gave SMCI a non-compliance notice for placing rock into keyway fill larger than 12 inch diameter. Russ said they are not complying with his direction.

 05/09/2018REINSPECTIONRick BarrieauAPPROVEDmtg

 05/14/2018GRADINGRick BarrieauAPPROVED


 05/16/2018GRADINGRick BarrieauAPPROVED

 05/18/2018GRADINGRick BarrieauAPPROVED

 05/21/2018GRADINGRick BarrieauAPPROVED

 05/23/2018GRADINGRick BarrieauAPPROVED(5/23/2018 3:38 PM RB) West side lifts total of approx 11 ft.

 05/22/2018GRADINGRick BarrieauAPPROVED

 05/24/2018GRADINGRick BarrieauAPPROVED(5/24/2018 3:46 PM RB) Grading continues. Lifts continue on the west side. Russ is not on site today.

 05/25/2018GRADINGRick BarrieauAPPROVED(5/25/2018 10:41 AM RB) Only using back-hoes at this time. Raining.

 05/30/2018GRADINGRick BarrieauAPPROVED(5/30/2018 3:30 PM RB) Mtg 1-330 Inspection-.5 3 pieces of equip running. rock crusher, orange backhoe, D-8. 10 pieces of equip sitting

 05/29/2018GRADINGRick BarrieauAPPROVED(5/29/2018 3:03 PM RB) J line and south compaction lifts being done. Adding water to grt correct moisture.

GRADINGRick Barrieau

GRADINGRick Barrieau

 06/04/2018GRADINGRick BarrieauAPPROVED(6/4/2018 2:30 PM RB) 8 pieces of equipment not being used. 8 pieces of equipment being used. 800-C, rock breaker, rock crusher, 2 dumps, 285-C, 325-C, small bull dozer. J-line has vertical steel placed on the west end of the footing. South of this area is being over-excavated and re-compacted. East side is being dozed up and down the bank slope.

 06/18/2018MISCRick BarrieauAPPROVED

 06/19/2018GRADINGRick BarrieauAPPROVED

 06/20/2018FOUNDATIONRick BarrieauAPPROVEDItems cleared(6/20/2018 1:38 PM RB) 1) Per Pg. S-011 for reinforced concrete, please assure a minimum of 3 inch clearance from steel to earth. 2) Clean footings of loose dirt.

 06/21/2018FOUNDATIONRick BarrieauAPPROVED(6/21/2018 9:30 AM RB) J line footing. Viewed 1/2 the footing where the correction was written for the day before. All clearance rebar issues ok.

 06/22/2018GRADINGRick BarrieauAPPROVED

 06/25/2018MISCRick BarrieauAPPROVED

 06/26/2018GRADINGRick BarrieauAPPROVED

 06/27/2018GRADINGRick BarrieauAPPROVED

 06/28/2018GRADINGRick BarrieauAPPROVED

 06/29/2018MISCRick BarrieauAPPROVED

 07/11/2018SEWER CONNECTIONRick BarrieauAPPROVED(7/11/2018 5:22 PM RB) 1) Per inspection conducted by the Chief Building Official, there is a sewer cleanout in the vicinity of line 1 on the west side of the property between lines A and D that has been damaged or hit by equipment and not standing upright. Please fix item. 8/20/18 The item above has been repaired and addressed. Observed and signed off by myself on 8/10/18.

 07/05/2018MISCRick BarrieauAPPROVED(7/11/2018 5:19 PM RB) 7-5-18 Walked site: SMCI not on site today, all equipment shut down. Harris only working on J line steel. MSE wall is down to last two blocks for rebuilding. Emails being exchanged for the steel in line J ret wall. Eng will give answer today for mis aligned steel in wall. I will not be needed on site today per Will and Doug.

 07/03/2018CONCRETE WALLRick BarrieauAPPROVEDItems cleared(7/12/2018 3:24 PM RB) Engineer of record to address the vertical steel being mis aligned in foundation wall at J line.

 07/13/2018MISCRick BarrieauAPPROVEDitems cleared(7/13/2018 8:59 AM RB) 1) Please place catch basins below the outhouses on the west side of the property near the end of wall line J. The outhouses under the tent cover. 2) Assure the open containers are covered. If in use then they must be covered by the end of the day.

 07/17/2018GRADINGRick BarrieauAPPROVED

 07/18/2018CONCRETE WALLRick BarrieauAPPROVED(7/18/2018 8:36 AM RB) Verified ledger and the attachments at the top of J line retaining wall.-OK

 07/19/2018MISCELLANEOUSRick BarrieauAPPROVED(7/19/2018 12:51 PM RB) 1) Please verify with engineer that the inlet tees for the Storm Water Detention does not need cleanouts. Site plan shows cleanouts only on the east detention basin. OK

 07/24/2018UNDERGRD ELECT.Rick BarrieauAPPROVED(7/24/2018 3:20 PM RB) Verified 40 feet of electrical conduit from the main switchboard and running west along line E. MSB located at lines E and 11.

 07/24/2018GRADINGRick BarrieauAPPROVEDitems clear(7/24/2018 3:47 PM RB) 1) A plumbing trench excavation has revealed an area of the pad that has not been over-excavated and filled and compacted per the specifications. Located along line A and between lines 3 and 4.4. Please complete the over-excavation, grading and compacting in this area.

 07/25/2018UNDERGRD ELECT.Rick BarrieauAPPROVED(7/25/2018 3:48 PM RB) Undergrnd elec line E betw. lines 9-11. OK From MSB out into building.

 07/25/2018EROSION CONTROLRick BarrieauAPPROVEDitems cleared(7/25/2018 12:45 PM RB) Install BMP's per approved SWPPP plan. A) Discard of used oil cans with the potential to contaminate soil. B) Install fiber rolls on finished slopes per SWPPP plan. C) Cover all Containers at the end of the day. There is trash that has blown out of the trash containers. D) Protect all drainage inlets per spec in the SWPPP. E) The SWPPP plan shows a stabilized construction entrance at the east jail access.

 07/26/2018UNDERGRD PLBGRick BarrieauAPPROVED(7/26/2018 9:48 AM RB) Underground plumbing along line A , line 2, line C & B, 4.75, Storm drain at line 3. S.D. line 4.5, 5. Walked with worker Billy and viewed the soap test on all sewer lines and Storm drain lines noted above. 5 psi was on lines-OK.

 07/30/2018UNDERGRD ELECT.Rick BarrieauAPPROVEDitems cleared(7/30/2018 3:18 PM RB) Electrical rooms 161 and 270 and trench heading north between them. Russ S. to test bottom of trench and pits for compaction before backfilling. OK-RB per russ

 07/30/2018DRAINAGERick BarrieauAPPROVEDitem cleared(7/30/2018 1:04 PM RB) Drain at the top of MSE wall. 1) Plan calls for the 12 inch drain to empty into a perforated 4 inch drain for dispersal. 2) Unable to verify the lower 4 inch drain in front of MSE wall tied into the base of the 12 inch drain at the bottom ends of the MSE wall. PER PHONE CALL TO BRIAN E., 4 INCH PIPE IS TIED INTO 12 INCH FITTING AT THE BOTTOM OF THE WALL. OK

 07/31/2018UNDERGRD PLBGRick BarrieauAPPROVED(7/31/2018 12:53 PM RB) Grease interceptor at lines F and 2 on the west side of the building. OK. Had workers increse slope on outlet from grease int. to 1/4 per ft. A cleanout is needed at the inlet of G.I.

 08/01/2018UNDERFLOOR ELECT.Rick BarrieauAPPROVED(8/1/2018 9:20 AM RB) deep undrgrnd electric. Room 270 to msb room and electr rm 213. Lines A-H and 5-11 quad B. see photo in attach 8-1-18

 08/02/2018UNDERGRD PLBGRick BarrieauAPPROVED

 08/07/2018UNDERGRD PLBGRick BarrieauCORRECTIONSneeds addressing(8/7/2018 8:45 AM RB) 1) Please confirm with geo-tech engineer that sand and slurry mix is adequate bearing for the footings along lines G and H, 3 to 5 in quadrant A. Plumbing is placed next to foundations in these lines and are within the sphere of influence per detail 5 of pg. S-532. This inspection was for kitchen G.W., storm drain x2.

 08/09/2018UNDERGRD ELECT.Rick BarrieauCORRECTIONSneeds addressing(8/9/2018 12:57 PM RB) 1) Please have engineer of record address all underground plumbing and underground electrical conduit within the realm of influence from bearing footings per detail 5 of S-532. Footings are not dug at this time but drawings show footings near many of the underground conduits and plumbing trenches that are currently installed. Lines F, G and E. Also lines 2 quad A, line 3 quad C. All trenches have sand at the bottom and electrical trenches are stacked with conduit and bedded in sand. Was told by engineer that I would receive something in writing addressing this. Chaston was present in harris' trailer.

 08/10/2018SEWER CONNECTIONRick BarrieauAPPROVED(8/10/2018 2:16 PM RB) Viewed the sewer cleanout repair made by SMCI Near the corner of Lines A and 2. see pics.

 08/10/2018UNDERFLOOR ELECT.Rick BarrieauAPPROVED(8/10/2018 2:49 PM RB) U.G. electrical 1 inch lines for Low voltage btwn rms 285 to 211 and btwn 285 and tele rm. see pics

 08/10/2018DRAINAGERick BarrieauAPPROVED(8/10/2018 3:18 PM RB) storm drain from jail accedss road west toward upper parking road.

 08/13/2018ROUGH PLBGRick BarrieauAPPROVEDVent for grease interceptor

 08/20/2018UNDERGRD PLBGRick BarrieauAPPROVEDitem cleared(8/20/2018 3:01 PM RB) 1) Approved plan calls for a cleanout installed directly outside the inlet of the grease interceptor. OK-R.B.

 08/24/2018Sprinkler - HydroRick BarrieauAPPROVEDitem cleared(8/24/2018 2:22 PM RB) 1) Please see detail B, C, I, on page C501, Please uncover all mechanical fittings in the fire line to verify the proper construction of the thrust blocks. A) The gate valves should have 18 inches of depth below them with metal anchors tied into the pier. B) The concrete thrust blocks cannot overlap into the bolts for the mechanical fittings. C) See table on detail C for amount of bearing on the fitting.

 08/28/2018UNDERGRD PLBGRick BarrieauCORRECTIONS(8/28/2018 3:23 PM RB) 1) Manhole for the stormwater on the south end of site was poured and base set without inspection.

 08/28/2018UNDERGRD ELECT.Rick BarrieauAPPROVEDsee notes-approved(8/28/2018 9:40 AM RB) 1) Conduits between Rm 115 to site: A) The spec book indicates using a preformed conduit spacer to keep conduits apart to avoid amperage fluctuation and allow soil and fill to be equally placed around conduits when backfilling. B) Spec also refers to table 310.60 for spacing around conduits. Table shows 7.5 inches apart, center to center. This has not been done on most of the previous installation. Please address items. Items are resolved per RFI and County

 08/30/2018UNDERGRD PLBGRick BarrieauAPPROVED(8/30/2018 3:11 PM RB) Re-test of repaired plumbing lines in quad A and C. OK

 08/31/2018FOUNDATIONRick BarrieauAPPROVEDitems cleared(8/31/2018 2:23 PM RB) 1) Bottom steel needs standard laps at corners, (even if a 45 degree) of 30 inches. Additionally, the steel should lay horizontal to plane into mat at the bottom of the footing. Typical per det. 5 of pg. S-531 2) Hooks that occur at "T" intersections should lay horizontal and tie into bottom mat. Typical per det. 3 of S-531 3) Steel needs to be 3 inches away from soil. 4) Footings with pipes crossing need to be stepped to maintain the needed clearance around the pipe. See Det. 3 of pg. S-532

 09/04/2018MISCRick BarrieauAPPROVED(9/4/2018 3:13 PM RB) Manhole at the south end of the property-joints are grouted and grout is currently being sealed by worker of smci.

 09/05/2018FOOTING AND FORMSRick BarrieauAPPROVED(9/5/2018 2:23 PM RB) footings in quads A and C.

 09/13/2018FOOTING AND FORMSRick BarrieauAPPROVED(9/13/2018 8:56 AM RB) (9/13/2018 8:01 AM RB) Researched and inspected west continuation of J wall line. Steel for foundation is still being installed at the upper west 3 levels. First larger lower levels/steps of footings look good. I asked Gilbert to clean the dirt away from the steel 3 inches throughout. Complete install of upper steps and have Russ inspect. I will ask George to RFI for the storm drain coming up inside the footing vertically. Its a 4 inch line. Asked GEorge to RFI the storm drain running through stem wall at the east J line wall. I conveyed all info above to George verbally. Items OK-R.B.

 09/18/2018CONCRETE WALLRick BarrieauAPPROVED(9/18/2018 3:25 PM RB) CIVIL WALL, EAST OF J LINE : 1) The hooked bars at the wall size transition are closer than 2 inches to the wall shelf. See detail 34 of pg. C511. 2) All the spliced vertical bars including the hooked bars and the offset bars in the lower wall run all the way down to the top of the footing creating a concrete void at the joint between the stem and footing. See pics. THese issues have been resolved by pulling some bars out that are not needed. Top of wall spacing is greater than 6 inches on center.

 09/19/2018FOOTING AND FORMSRick BarrieauAPPROVED(9/19/2018 10:59 AM RB) 1) Footings/ Steel at south west corner of the building, Lines A and 2, where the footing steps down, there are transition bars needed at the steps. 2) The middle footing betw lines B and C and 2 and 3 needs to continue through rooms 144 and 145. West J line ret wall: 1) Continue tying the #9 hooks to the mat.

 09/21/2018FOOTING AND FORMSRick BarrieauAPPROVED(9/21/2018 3:35 PM RB) Quad A footings -OK see dated pics. see map in attachments

 09/24/2018UNDERGRD PLBGRick BarrieauAPPROVED(9/25/2018 8:49 AM RB) Underground plumb in quad B-OK

 09/26/2018MISCRick BarrieauAPPROVEDelevator pit weather-prf-ok(9/26/2018 9:35 AM RB) Performed an inspection on the elevater pit weather barrier. Per submittal and specs I asked George to have someone continue to seal all the edges of the membrane. Several edges are coming apart. He said he would send someone in, and I will check later today. Viewed repairs.-ok

 09/27/2018WATER PIPINGRick BarrieauAPPROVED(9/27/2018 11:31 AM RB) Walked with Darwin, Doug, Will, Tammy, Isabelle, Josh and checked the installation of the Fire Line Double check, Gate valves, landscape check valves and domestic check valves, plus, the upper hydrant near upper parking. Darwin signed off and will be coming back next thurs. for a hydro test. Darwin explained to me the need for wood forms at the T intersections. Josh is also aware of this. Gate valves need to cleaned beneath them for 18 inches. Looked into conduit fill for the first two block lifts. Many 8 inch blocks have 2 conduits with an extra for spacing of the conduits within the block. I spoke with Tim and Charlie with Howe elec. and the explaned that the third spacer conduit will be pulled out to allow proper grout fill in the cell. Looked at conduit trench for light-poles begining at the south east hydrant and running to approx the middle of the pad on the south edge. see pic. I told Del with Harris to clean D wall top of footing where the stem attaches before setting second, close in form.

 10/02/2018UNDERGRD PLBGRick BarrieauAPPROVEDitems cleared(10/1/2018 3:32 PM RB) Sanitary sewer in quad B and along line next to 10 failed psi air test. Viewed psi test -ok. 10-2-18 The 3 storm drains along line A directed in a south direction near lines 5,6, and 7 passed psi air test. Also, storm drain on line B and 11 passed test. See picture 10/1/18

 10/01/2018WATER PIPINGRick BarrieauAPPROVED(10/1/2018 9:21 AM RB) Thrust block pour- I observed thrust block pour. Previously, I had josh and tyler and other worker clean out from around the bottom of the gate valves and the metal fittings. All fittings are wrapped and dirt cleaned out.

 10/01/2018EROSION CONTROLRick BarrieauAPPROVEDitems addressed 2/6/19(10/1/2018 11:52 AM RB) 1) Please stabilize all dirt stockpiles along the front of the office trailers. 2) Please clean and dispose of the concrete that has overflowed out of the concrete washouts. 3) The drainage ditch adjacent to the road on the east side of the job trailers needs periodic sand bag damns to slow velocity of water. 4) Please stabilize all perimeter slopes with wattles/straw and silt fencing. Alot of the silt fence and wattles need repair. 5) Cover storage containers.

 10/02/2018CONCRETE WALLRick BarrieauAPPROVEDelevator pit & walls

 10/02/2018FOOTING AND FORMSRick BarrieauAPPROVED3 line bhnd J wall(10/2/2018 10:21 AM RB) Had Del add two epoxied dowels into J wall before pouring wall. Russ of CTS observed the epoxy installation for these dowels. Also, observed footings at 3 line between J and G lines for pour. OK. Russ signed off.

 10/02/2018UNDERGRD ELECT.Rick BarrieauAPPROVED(10/2/2018 10:26 AM RB) Light pole underground electrical 3/4 conduit. See map. Spoke to Tim about I.R.'s.

 10/02/2018UNDERGRD PLBGRick BarrieauCORRECTIONSitem clear c/n #12 rfi196(10/2/2018 10:53 AM RB) 1) Storm drain stub out at line 2 and C on the west side drains severely in the wrong direction. Pipe has a footing poured over the top of it preventing adjustment. Contractor had the storm-drain line abandon and re-installed another storm drain line above the footing and through the first row of masonry block. Sanitary sewer along line 10 and between A and E ok. 5 PSI for 4hrs. Per rfi 196, line needs ext cleanout.

 10/03/2018UNDERGRD ELECT.Rick BarrieauAPPROVED(10/3/2018 3:39 PM RB) Observed under ground conduits in chairs for the light poles. Verified the continuation of the lines along the east edge and ending near the double check valves and gate area. 1 inch and 3/4 inch lines. see pics under this date

 10/04/2018WATER PIPINGRick BarrieauAPPROVED(10/4/2018 1:42 PM RB) 1) Water lines for the fire/landscape and domestic water line in the area of the double check valves back to the hydrant in the street north and the hydrant west near harris trailer. Please locate leak or issue causing a lack of pressure in the lines. Corrections made- R.B.

 10/05/2018WATER PIPINGRick BarrieauAPPROVED(10/5/2018 2:30 PM RB) 1) Locate and and fix leak in line to obtain 200 psi. Ok -R.B.

 10/09/2018CONCRETE WALLRick BarrieauAPPROVED(10/9/2018 3:01 PM RB) 1) See page C-511 for details of the post bases for the civil wall east of the J line wall. Detail shows Trim bars and stirrups extending 9 inches below post bases along with, 3 6ft horizontal bars on each side. NOTE: Stirrups are needed 3 inches on center. Addressed/accepted by engineer RB

 10/10/2018CONCRETE WALLRick BarrieauAPPROVED(10/10/2018 3:31 PM RB) See detail 14 of C511- East Curved Civil Retaining Wall- 1) Detail 14 0f pg C511 for post bases along the top of line J east civil retaining wall was not followed. Hairpins did not extended 9 inches below base and most did not have hairpins 3 inches on center. Many hairpins were bent and deformed, lacking a tight 180 degree bend. 2) The additional vertical bars that were placed for the hairpins, were placed inside the horizontal bars rather than outside of the horizontal bars and within the hairpin bends. See 14 of pg C511. 3) The end of wall detail was not used where the west end of the civil wall met the east end of main J line wall. See detail 23 of page C511 for end of wall rebar configuration- Wall was poured with these conditions. Please have engineer address. OK per engineer letter and RFI RB

 10/15/2018UNDERGRD PLBGRick BarrieauAPPROVED(10/15/2018 3:54 PM RB) U.G. Plumbing at grid lines C-B and 2 to 2.5. See dated picture corresponding.

 10/12/2018FOOTING AND FORMSRick BarrieauAPPROVED(10/15/2018 8:18 AM RB) 1) Quad B, footings not ready for inspection. See chrono.

 10/16/2018SLABSRick BarrieauAPPROVED(10/16/2018 3:03 PM RB) Slab inspection asked for 10:00 am not ready at 2:00 pm. 1) Column bases still need setting near bathroom. 2) Spacing between steel rebar and conduits is needed. 3) Vapor barrier still needs to be sealed to the walls. (Block) 4) Steel still being installed. 5) Holes in vapor barrier to be patched. 6) Install I.J. at north rec room. Addressed RB

 10/16/2018SLABSRick BarrieauAPPROVED(10/16/2018 3:54 PM RB) Corrections from earlier today addressed.

 10/23/2018SEWER CONNECTIONRick BarrieauAPPROVED(10/24/2018 3:51 PM RB) From property line to line D on the east side of the building. Held 4.5 lbs per Les deans requirement (TUD). PSI held for 5 min per TUD specs.

 10/24/2018UNDERGRD ELECT.Rick BarrieauAPPROVED(10/24/2018 3:55 PM RB) From room 213 running east to east edge of road.

 10/24/2018PIERSRick BarrieauAPPROVED(10/24/2018 4:01 PM RB) Piers for light poles. Map attached to I.R. -OK.

 08/31/2018FOUNDATIONRick BarrieauAPPROVED(10/25/2018 1:06 PM RB) Reinspection is ok. Ok to pour.

 09/06/2018WATER PIPINGRick BarrieauAPPROVED(10/25/2018 1:17 PM RB) Fire line with Darwin present.-OK

 09/06/2018FOUNDATIONRick BarrieauCORRECTIONS(10/25/2018 1:20 PM RB) (9/6/2018 11:18 AM RB) ------ Level 2 above J wall--- Inspected the footings behind J wall. There was some steel to dirt and debris on the west wall that I asked to be taken care of. A worker worked on it right away. I noticed a lack of steel in the lower portion of the stem walls which was between 6 and up to 10 feet deep. The only steel installed was per the detail for stepped footings which occured in the top 18 inches with Z bars running below those through the steps. As per Chaston, the engineer of record (Danielle) has seen the forms and steel and the lack of keyway at the bottom of the footing, and is ok with the as built forms. Chaston told me he will get me paperwork addressing the issues. These same stemwalls are not dug into a keyway against soil. They are sitting on top of oversized stepped footings. Per Chaston, this too will be addressed by engineer of record in letter. The lower A and C quads were poured today, along with Footings behind J wall. Russ told me he spoke with his supervisor and engineer from Lionokis about issue and was given the ok for condition of footing and concrete.

 10/26/2018SEWER CONNECTIONRick BarrieauAPPROVEDc/n 14, see cn #25,11/29(10/26/2018 1:29 PM RB) c/n #14 Walked with Les Dean for sewer inspection. 1) Manholes C and D, located at each corner of the southern end of the building, have sewer lines entering and leaving the manholes at a lower elevation then the bottom of the manhole creating a damn effect. Per Les, this could cause multiple maintenance issues.Please fix this problem. 2) An air test has not been conducted for the private sewer line between the manhole at the south west corner of the property to the floor drain in west J line wall. A running water test to be done with Les Dean present. SEE c/n on 11/29, c/n #25.

 10/26/2018EROSION CONTROLRick BarrieauAPPROVEDItems fixed 1/29/19(10/26/2018 1:44 PM RB) 1) Please continue with fixing erosion control BMP's per Amy's (biologist) correction. A) Clean concrete V ditch at the south end. B) Fix Silt fencing throughout the southern edge.

 10/29/2018SLABSRick BarrieauAPPROVED(10/29/2018 2:26 PM RB) 1) Vapor retarder needs to be sealed to the top of the footing or run to the stem-wall throughout inspection area. see map. 2) Continue to get as much clearance as possible between the rebar and the conduit. Minimum distance is 1.5 inches. 3) Continue installing handle-bar type steel in the deepened footings for the stair landings. Corrections made.

 10/29/2018MISCRick BarrieauAPPROVEDc/n 15. see c/n 20 11/15(10/29/2018 3:06 PM RB) 1) Please fix broken man-hole at south west corner.

 10/26/2018FOUNDATIONRick BarrieauAPPROVED(10/29/2018 7:56 AM RB) C to F and 6 to 11.

 10/30/2018MASONRY BLK WALLRick BarrieauAPPROVEDsee eng report(10/30/2018 2:10 PM RB) Lower Quad B area.-see map. 1) Please tie 90 degree hooks at standard laps in the corners. 2) Where openings are greater than 8 ft wide, additional vertical bars are required at the jambs. This occurs at the angled corridor walls and at line 10.75 and line A. 3) Please provide additional information for the angled short piers and related construction. See details 2,3,4, of pg S-543 and details 2,3,4 of pg S-542. 4) Horizontal steel is resting on conduits along the corridor line B. and C. 5) Please go through block and secure rebar with space between block interior, the greater of 1 bar diameter per notes on pg. S-011. 6) Conduit running parallel inside block along lines needs clearance from horizontal rebar per 3x the conduit size. 1:30 P.M. -went down to site and block has already been poured. OK, per on site inspection by engineer. Report given. R.B.

 10/31/2018MASONRY BLK WALLRick BarrieauAPPROVED(10/31/2018 12:06 PM RB) See inspection map- 1) Get steel to block interior spacing. The greater of one bar diameter per masonry block notes pg. S-011. 2) Please provide a short pier design from engineer of record for the many short walls at cell front walls and end walls that are 8 inches wide. 3) Provide a lap bar between angled wall and straight wall at lines 8 and above D. 4) There is conduit length-wise in block at lines 8 and above D, near angled room. See det. 12 of pg S-542. 5) Tie splice together through doorway in line 10 and above line D. 6) A longer lap is needed in short wall in rec yard where it ties into perpendicular wall. OK per engineer walk through. Eng letter

 11/02/2018CONCRETE WALLRick BarrieauAPPROVED(11/2/2018 1:39 PM RB) Civil J line Retaining wall at West end: First and tallest stepped footing. See detail 23 of page C511. 1) Please construct the end of wall detail per plan. A) Hooks are to be tied together as close horizontal as possible. B) There are to be two vertical bars placed at the inside corners of the same horizontal hooks. See same detail. 2) The vertical no. 9 hooks at the shelf transition need to be securely placed with proper spacing between them. 3) Wrap the ABS plumbing in the wall where the wall meets building J wall. Items addressed. RB

 11/02/2018DRAINAGERick BarrieauCORRECTIONSneeds inspection(11/2/2018 10:31 AM RB) 1) Please fix manhole at approximate gridline of G and 8. see pic

 11/02/2018MISCELLANEOUSRick BarrieauAPPROVEDmetal door modify(11/2/2018 10:36 AM RB) 1) Please provide information for allowing the modification of door jambs. Several door jambs in the A quad between lines 1 and 3 have had holes cut into the jamb to allow for electrical boxes to be retrofitted by welding. See pics C

 11/09/2018SLABSRick BarrieauAPPROVED (11/9/2018 2:38 PM RB) Slab on grade per I.R. #130 Work not ready-- 1) Plumbing lines are inside and within the area of influence at the pier along line 4.4 and near north corridor wall. Have engineer address. Additionally, there will be a cold joint in this pier at the form. Engineer to address. 2) Slab reinforcement is to be continuous through construction joints. All C.J.'s lack bars. See detail 12 of S-531. 3) The intersection between the kitchen slab and the freezer slab lack steel bars and should follow detail 14 of S-531 for deppressed slab. 4) Reinforce around intrusions i.e., plumbing, conduits, ect by adding extra reinforcement around those areas per spec 03-20-00. 5) Tape holes in vapor barrier. 6) Set steel up on chairs. Poured without my re-inspection. Seen by Russ, per Russ S. Changed status from c/n to approved per Russ' report and verbal to me.

 11/14/2018SLABSRick BarrieauAPPROVEDWest J wall also(11/15/2018 7:42 AM RB) Remaining slab of kitchen and along j wall. Had workers tie rebar and move steel away from conduit and plumbing. OK

 11/14/2018OTHERRick BarrieauCORRECTIONScurb and gutter(11/14/2018 11:31 AM RB) 1) Two areas of the curb and gutter have been damaged: A) There is a perpendicular crack in the curb and gutter approximately 30 ft south west of the parking area. See map. B) There is a chip in the gutter at the south-west area across from fire hydrant.

 11/15/2018SEWER CONNECTIONRick BarrieauAPPROVEDgrease intercept line too(11/15/2018 1:11 PM RB) Sewer line exiting the west side of the building between lines F and G at line #3 to line 2 is ok for H2O test. 1) Where this line turns around the corner of the building and heads south along line 2 the sewer line is within the area of influence per detail 5 of S-532. DO NOT COVER AREA. 2) Grease line is ok but needs the cleanout fixed. Per rfi direction from engineer, item ok. 2/14/19 Trench was filled with slurry.

 11/15/2018DRAINAGERick BarrieauAPPROVEDc/n #20(11/15/2018 9:15 AM RB) ----See map and pictures for damaged drain inlets.---- Please fix the damaged drainage inlets. See c/n #15 on 10/29/18

 11/15/2018FOUNDATIONRick BarrieauAPPROVEDS.O.G. also see rfi 219(11/15/2018 11:42 AM RB) Correction #21 for I.R. #145, footings at lines 6 to 10 and F to J. Arrived at 10:30 per request. --I have not received the special inspectors report for this inspection.-- 1) Electrical room 284 has many conduits directly embedded in concrete footing (vertical). 2) Foundation steel does not dowel into previously poured foundation in several areas. 3) Continue cleaning soil away from the structural steel. 4) Fix work and request another inspection when done. SLABS at 4-5 and A-B. 1) Work not ready. Requested at 10:30, 11:30 still not ready.

 11/16/2018FOUNDATIONRick BarrieauAPPROVEDsee insp. 11/19 rfi 219(11/16/2018 3:48 PM RB) I.R. #150 and C/N #23 Footings south of J wall- F to J and 6-9. See map 1) Need to receive the RFI for the presence of electrical conduits in the footings embedded vertically in the footings. All else is OK. A-B and 3-5 is ok and ready for pour. I.R. #146 - 1) Cells at lines 6-10 and A-B S.O.G. -OK

 11/19/2018FOUNDATIONRick BarrieauAPPROVED(11/19/2018 8:56 AM RB) Per I.R. revised #151, Foundation and slab for Area B and cells in area A are ok. I received RFI #219 for the presence of conduits inside the footings F-J and 6-9. Ok See map.

 11/19/2018WATER PIPINGRick BarrieauAPPROVEDneeds inspection(11/19/2018 9:07 AM RB) 1) The Fire Department connection on the double check valve assembly is leaking. Please fix.

 11/20/2018UNDERGRD ELECT.Rick BarrieauAPPROVEDQuad B(11/20/2018 10:48 AM RB) I.R. #153-NOT READY. Requested at 8:30. Conduits still not complete at 10:00 am.

 11/21/2018FOUNDATIONRick BarrieauAPPROVEDseparation wall, IR 155

 11/21/2018UNDERGRD ELECT.Rick BarrieauAPPROVEDundr slab-I.R. 153

 11/20/2018MASONRY BLK WALLRick BarrieauAPPROVED(11/21/2018 8:35 AM RB) Block wall parallel to J line and just north. W/ S.I. Rick verified all cells were clean -ok. see pics

 11/21/2018UNDERGRD PLBGRick BarrieauAPPROVED(11/21/2018 12:25 PM RB) 1) Per RFI # 218, Slurry is to be poured 9 inches above the bottom of the footing. Currently today, sand was spread below and above the sewer line to about 24 inches. Harris did not call for a re-inspection of this item before continuing. I attempted to call engineer for clarification but no answer. The concrete truck is currently sitting there waiting to pour. Ron D (plumber) pulled the sand out and wrapped the pipe and poured slurry atop of the pipe. see pics.

 11/26/2018SLABSRick BarrieauAPPROVED(11/26/2018 2:14 PM RB) 1) Work not ready. 2) Need to receive report from special inspector. 3) Please send another I.R. Returned at 3:00 pm and allowed a few areas to be poured. Spec. insp. Rick pre inspected same areas. All in area B.

 11/26/2018EROSION CONTROLRick BarrieauAPPROVEDc/n #24, see c/n #43(11/26/2018 1:52 PM RB) 1) Please repair all previously installed BMP's that were damaged in the recent storm. A) Many wattles were washed away and are not dug into the ground. 2) Please provide a viable solution for the dirt stock pile west of the trailers. How will it be stabilized? How will it be kept from being saturated for future fill behind J wall?

 11/27/2018MASONRY BLK WALLRick BarrieauAPPROVEDsee photo-11/27

 11/27/2018SEWER CONNECTIONRick BarrieauCORRECTIONS(11/27/2018 1:51 PM RB) Private sewer line along exterior of line 2 running north and south. 1) Have work ready for inspection. 2) Obtain air pressure test per T.U.D. specs. 3) Need to perform a water flow test.

 11/27/2018SEWER CONNECTIONRick BarrieauAPPROVEDI.R. #163 prvt line press(11/29/2018 2:34 PM RB) Air pressure test of the private sewer line on west side running north to south. OK

 11/29/2018SEWER CONNECTIONRick BarrieauCORRECTIONSneeds inspection #25(11/29/2018 2:46 PM RB) I.R. # 162 and Correction #25: Manhole water flow test. 1) Per Les Dean of T.U.D., please conduct a running water flow test through the sewer line and manholes of the private sewer line on west side of site. Schedule Les Dean and myself to view this. Note: This line has passed the air pressure test. Above inspection will resolve below items. From inspection on 8/28/18: (8/28/2018 3:23 PM RB) 1) Manhole for the stormwater on the south end of site was poured and base set without inspection.

 11/30/2018SLABSRick BarrieauAPPROVED(11/30/2018 11:40 AM RB) 1) Per specs, please pull back the vapor barrier and vibra plate or tamp the edges of slab where the dowels protrude out into slab area. Areas tamped

 12/03/2018SLABSRick BarrieauAPPROVEDsee slab insp 12-5-ok(12/4/2018 8:08 AM RB) 1) See detail 18 of S-533 for thickened footing condition at cell walls. 12 of S-533 was applied. Please have engineer clarify. 2) Per slab schedule on page S-111A, a minimum of 5 inches of slab thickness is required in dayrooms units C and D. Fixed on 12/5 RB

 12/04/2018EROSION CONTROLRick BarrieauAPPROVED(12/4/2018 10:40 AM RB) 1) Please fix and maintain all BMP's. a) Repair wattles and silt fences. b) Add drain inlet and drain net on the east side of the property south of A line near parking. c) Cover all material containers.

 12/05/2018SLABSRick BarrieauAPPROVED(12/5/2018 3:25 PM RB) Slabs for I.R. 174, R3. corrections made-ok See map in attach 12/5

 12/05/2018EROSION CONTROLRick BarrieauAPPROVED(12/5/2018 9:50 AM RB) 1) Per note on page C201, add erosion control blanket to all bare slopes. Also, replenish the hydroseed on all bare slopes. 2) Fix all damaged BMP's throughout jobsite: A) repair silt fence throughout jobsite. B) Repair/replenish trackout at entry. C) Fix drain damns along west road. D) Install drain inlets with nets.( West parking) E) Clean the streets along west road and at transit center and turn around. F) All bare dirt must be covered and stabilized throughout jobsite. 3) Per County Building Official, these items must be addressed within 24 hrs.

 12/06/2018UNDERGRD ELECT.Rick BarrieauAPPROVED(12/6/2018 10:48 AM RB) Hallways F to G and 5 to 6. see map in attach. Had Chuck move conduit away from plumbing fixtures.

 12/07/2018SLABSRick BarrieauAPPROVED(12/7/2018 2:52 PM RB) I.R. #183 , C/N 30, 1) All slab areas ok except for hallway between lines F-G and 3 to 5. A) Block slab dowels missing on west end on F line, near dry storage. B) Block slab dowels missing at end of hall on the 5 line. C) Special inspector Rick J. noted this area as not ready. Not to be poured. Addressed and accepted by engineer. OK RB

 12/07/2018FOUNDATIONRick BarrieauAPPROVED(12/7/2018 3:17 PM RB) Stepped ftgs, I.R. 186, C/N 31 1) Need clarification from engineer for steel installation. 2) Special Inspector needs to sign off.


 12/12/2018SLABSRick BarrieauAPPROVEDIR#190

 12/14/2018MISCRick BarrieauCORRECTIONSFIREPROOFING #31Correction notice #31 Columns east of line 2 on the west side, dayrooms 140 and 149- Per special inspector Kelsey, 1) Fireproofing on all columns lack the proper depth of 1-15/16" inch deep. 2) Columns adjacent to door jambs lack fireproofing. 3) Metal tabs welded to the columns to attach the doors are oriented the wrong direction and are the wrong size. 4) Fire marshal must sign off on fireproofing.

 12/14/2018MASONRY BLK WALLRick BarrieauAPPROVEDC/N #32 1) Short pier steel detail,( see 4 of S-541) is not being used in noted locations. See map pics. Detail shows a single bar with seismic bends. Please have engineer of record address as built. Please assure County Inspector gets I.R.'s for masonry block. Addressed by rfi, verified by Rick J.

 12/14/2018DRAINAGERick BarrieauCORRECTIONS#33 cn.(12/14/2018 2:39 PM RB) C/N # 33 Near intersection of west j line wall and j line building wall. 1) Please get clarification from civil engineer for the drainage layout behind the west end J line retaining wall. Drain does not penetrate wall in south direction as depicted on the shop plans and civil drawing C-114. Clarify elevations for inverts. 2) Additionally, the drain is buried on the north side of west j line retaining wall.

 12/20/2018FOOTING AND FORMSRick BarrieauAPPROVED(12/20/2018 4:04 PM RB) Most northern civil wall. (curved) Ok, watched with rick j. the crew remove dirt below steel to 3 inches and also set dobies below to get clearance.

 12/20/2018FRAMERick BarrieauAPPROVEDSteel columns see cn 31(12/20/2018 11:24 AM RB) cn #34 1) Nuts at the bottom of the tall column on the east side of the plate do not engage the bolts fully. Please have engineer address. 2) All the rest of the columns in this area have bases that are loose on top of the concrete. Have engineer address. These items are near lines A and 11. see map and pics. frm prev c/n Correction notice #30 Columns east of line 2 on the west side, dayrooms 140 and 149- Per special inspector Kelsey, 1) Fireproofing on all columns lack the proper depth of 1-15/16" inch deep. 2) Columns adjacent to door jambs lack fireproofing. 3) Metal tabs welded to the columns to attach the doors are oriented the wrong direction and are the wrong size. OK R.B. 4) Fire marshal must sign off on fireproofing. Per s.i. rick j., Danielle (eng) saw loose column bases and had no problem with condition. Fireproofing item still stands.

 12/21/2018DRAINAGERick BarrieauAPPROVEDstorm drain. I.R. 205(12/21/2018 1:02 PM RB) Above j wall. I did not see this installation but was shown a picture by Josh of smci. I will accept the picture for this instance. I told Josh that a clear map needs to be provided for all the inspection requests and work should not be covered before inspection.

 01/07/2019EROSION CONTROLRick BarrieauAPPROVEDintrnt prblm see #43 c/n(1/7/2019 11:05 AM RB) 1) Please send the most recent R.E.A.P. covering the time frame before the recent rain event to present. 2) Please assure the runoff from the site is clean by maintaining current B.M.P.s. and adding B.M.P.s where needed. A) The parking area near the work trailers needs work. B) The metal track-outs to be installed at the entrance. C) The runoff along the north and west side of the entrance needs filtering and maintenance. D) Silt fences and wattles throughout the site need cleaning and maintenance. see c/n for swppp on 2/6. this correction carries through to most recent swppp c/n.

 01/08/2019MASONRY BLK WALLRick BarrieauAPPROVEDaddress per rfi(1/9/2019 9:44 AM RB) Metal lentils lack #5 horizontals above and below nelson studs. Engineer to address as built or direct mason. Myself, Will, and Rick J. spoke with mason, Scott who said he will get in touch with the engineer. See 19 of S-541 for clarification.

 01/10/2019MASONRY BLK WALLRick BarrieauAPPROVEDneeds addressing(1/10/2019 3:28 PM RB) See details 4 of S-554, S-113A, and 3 of S-313. 1) The embed plate shown on 3 of S-313 is at the wrong elevation to tie into the floor slab to the north of line D. 2) The drag bars welded to the embed plate have not been inspected. Additionally, the orientation of the bars is different than what the structural drawings show in a horizontal position rather than stacked vertical. This correction was requested to be rfi'd by eng. Danielle. I gave this info to Maurice.

 01/11/2019FOOTING AND FORMSRick BarrieauAPPROVEDno internet(1/11/2019 2:28 PM RB) Footigs in areas C & D of the upper level ok. The North West corner was blocked out to get direction for the rock that is present in L line.

 01/16/2019CONCRETE WALLRick BarrieauAPPROVED(1/17/2019 7:47 AM RB) north curved wall

 01/17/2019EROSION CONTROLRick BarrieauCORRECTIONSongoing(1/17/2019 3:05 PM RB) C/N # 35 1) Please focus erosion control measures on the bank that is west of the trailers, along with the entry area and the bank below (east) of the trailers. 2) Assure the D.I.'s are clear and flowing. Clean filters. 3) Make sure piles are covered above MSE wall and areas north of J wall.

 01/22/2019WATER PIPINGRick BarrieauAPPROVED(1/22/2019 9:29 AM RB) Water piping for detox flush in rooms 511 and 512. Ok, holding 120 psi.

 01/23/2019UNDERGRD ELECT.Rick BarrieauAPPROVEDconduit in area C & D slab area(1/23/2019 3:45 PM RB) Asked Tim with Howe toassure that no 1 inch conduits are in reinforced block cells. One allowed in each un-reinforced cell. Also, asked Tim to keep conduits off of and away from plumbing and water lines.

 01/24/2019MASONRY BLK WALLRick BarrieauCORRECTIONSneeds inspection(1/24/2019 1:21 PM RB) 1) Many openings have been cut/retrofitted into the walls of room 143, mechanical room. Many pieces of steel will be cut to match the hole. Get clarification from engineer for the cutting and altering of the block and steel in this room.

 01/25/2019EROSION CONTROLRick BarrieauCORRECTIONSongoing cn 38(1/25/2019 3:02 PM RB) C/N #38 Next week is forecasting rain-- 1) Please work on maintaining current BMP's. A) A deep gully has formed under the wattle on the west side near the concrete washouts. B) The streets need sweeping/cleaning. C) Drain inlets need clearing and filters need cleaning. D) Wattles along the top edge of the perimeter slopes need to be staked down at 4 ft on center. E) Continue working the parking area west of trailers. F) Implement erosion and runoff control from parking through the entry area and beyond. Straw or matting over bare dirt and cover piles.

 01/25/2019MASONRY BLK WALLRick BarrieauAPPROVEDAreas C & D(1/25/2019 10:00 AM RB) First two block lifts off of footings. Ok. There will be some vertical rebar epoxied in at the door jambs. Noticed a plumbing storm drain that was 6 inches inside the building and reduced to 4 inches. along line in the upper C quadrant. Will do a correction notice.

 01/25/2019UNDERGRD PLBGRick BarrieauCORRECTIONSneeds addressing cn 37(1/25/2019 11:24 AM RB) cn # 37 1) Storm drain on line 3 and north of J wall, in quad C, has a 6 inch vertical drain reducing down to a 4 inch drain once outside building footing. Page P 113 shows a 5 inch line only. Verify with engineer that a 6 inch line reducing to 4 inch will be acceptable in this location.

 01/28/2019FOOTING AND FORMSRick BarrieauAPPROVEDcorner at lines 3 and L

 01/28/2019SLABSRick BarrieauAPPROVEDarea C gravel-vibrated

 01/29/2019MASONRY BLK WALLRick BarrieauAPPROVEDIR 241 C/N #40(1/29/2019 3:35 PM RB) cn #40 1) Ledgers are the wrong size on the north and south ends of the elevator shaft. A) West side of elevator shaft needs bolts for ledger at 18 inches on center. 2) Line 5 hallway, between D and J: The ledger is supporting a floor which calls for 18 inches on center spacing for the ledger bolts. 3) Special inspector needs to sign off. 4) Provide safe access to all areas of the job that need inspection. Several areas of the scaffolding are currently unsafe to stand on. see pics in attach for 1/29/19

 01/29/2019CONCRETE WALLRick BarrieauAPPROVEDI.R. 129-corrected, see RFI 186(1/29/2019 8:34 AM RB) Per RFI #186 from engineer Bill Strand, post anchors at the top of j wall east are ok and accepted.

 01/29/2019PIERSRick BarrieauCORRECTIONScn 39(1/29/2019 11:21 AM RB) The pier located at the corner of lines L and 8 is resting in natural soil that has not been over-excavated. This does not comply with approved plans stipulating over-excavate 5ft below and around the perimeter horizontally. See picture.

 01/30/2019MASONRY BLK WALLRick BarrieauAPPROVED(1/30/2019 3:30 PM RB) Inspected with spec. insp., Rick Jones on masonry block for area B. C to J and 6-10. Pointed out some minor issues which were fixed. There is a stairway at lines 6 and E and F that has ledger installed for a stair landing but the bolts are on 24 inch centers instead of 18 inches on center per deatail 17 of S-553. Tracey said it will be fixed before the pour thursday 1-31 @ A.M.

 01/31/2019FRAMERick BarrieauCORRECTIONSc/n #41(1/31/2019 9:25 AM RB) C/N #41- 1) Ledger that is to be attached at the top of J wall between lines 4 and 5. Almost every pre-drilled hole from the shop has been altered by a cutting torch. Per D-11 steel code, holes must have a smooth radius. See pics.

 02/06/2019EROSION CONTROLRick BarrieauAPPROVEDongoing cn 43(2/6/2019 2:23 PM RB) 1) The dirt pile west of the job trailers needs to be addressed. B.M.P.'s need to be implemented on the dirt slopes and all bare dirt in this area. Please consult with QSP for direction. Some recommended options: A) Blanket the slopes. B) Plastic over slopes. C) The bare dirt should have a thick layer of straw over it. D) Wattles placed along slopes 2) Submit Reaps to the Water Board, along with water samples and readings. ***From previous inspection on 11/26/18: 2) Please provide a viable solution for the dirt stock pile west of the trailers. How will it be stabilized? How will it be kept from being saturated for future fill behind J wall? ***From previous c/n on 1/7/19 (1/7/2019 11:05 AM RB) 1) Please send the most recent R.E.A.P. covering the time frame before the recent rain event to present. 2) Please assure the runoff from the site is clean by maintaining current B.M.P.s. and adding B.M.P.s where needed. A) The parking area near the work trailers needs work. B) The metal track-outs to be installed at the entrance. C) The runoff along the north and west side of the entrance needs filtering and maintenance. D) Silt fences and wattles throughout the site need cleaning and maintenance. ***From previous c/n on 1/17/19 (1/17/2019 3:05 PM RB) C/N # 35 1) Please focus erosion control measures on the bank that is west of the trailers, along with the entry area and the bank below (east) of the trailers. 2) Assure the D.I.'s are clear and flowing. Clean filters. 3) Make sure piles are covered above MSE wall and areas north of J wall

 02/12/2019SLABSRick BarrieauAPPROVEDAreas C & D ok

 02/15/2019SLABSRick BarrieauAPPROVEDok per engineer email-use Arch det(2/15/2019 11:12 AM RB) 1) All day rooms and rooms with stairways, are missing the poured in place column bases per table 20 of page S-552. Please provide information allowing the retro-fitting of these bases in the slab. See foundation plan.

 02/21/2019SLABSRick BarrieauAPPROVEDRemain C & D area

 02/26/2019MASONRY BLK WALLRick BarrieauAPPROVEDquad B 1st lift

 02/28/2019MASONRY BLK WALLRick BarrieauAPPROVEDi.r. 275, c/n #46 room #143 ok(2/28/2019 3:34 PM RB) I.R. 275, Room #143, C/n #46 1) Openings made in the walls of room #143 lack the needed #5 trim bars around the openings. For details see 1, 5. and 9 of page S-541. Note: if adjacent openings are closer than specified, openings shall be treated as one opening. see notes.

 02/28/2019FRAMERick BarrieauCORRECTIONSc/n #45, i.r. #270 ledger(2/28/2019 4:04 PM RB) I.R. #270 -Report by Rick Jones with CTS- 1) C12 ledger located at the top of J wall between lines 6 and 9 have many expansion bolts installed in lieu of cast in place high strength ledger bolts. Many ledger bolts that were cast in place along the top of J wall have been cut off and replaced with current expansion bolts already installed. This condition needs to addressed by engineer of record via RFI. This is based on conversation w/ engineer. 2) Per engineer, many bolt holes in the ledger along j line that have been enlarged gretaer than the size allowed in table 18 of S-551 for 3/4 inch bolts, need to have a plate washer ( 2 inch) and welded to the web. Including those located in the field.

 03/01/2019MASONRY BLK WALLRick BarrieauAPPROVEDapproved by engineer, RFI 287 pend(3/1/2019 9:19 AM RB) I.R. #272 c/n #47 Per Special inspector Rick Jones and report #272- The southern doorway in corridor #283, on line 6 has 4 conduits bundled in and near door jamb. This exceeds the allowable amount per table 12 of page S-541. Additionally, there are conduits inside the door jamb anchors.

 03/04/2019MASONRY BLK WALLRick BarrieauAPPROVEDrm 143 ok(3/4/2019 2:52 PM RB) 1) Room 143 mech rm. All the trim bars that have been added need to be tied between the horizontal and the vertical.

 03/08/2019EROSION CONTROLRick BarrieauCORRECTIONSc/n #47(3/8/2019 11:37 AM RB) c/n #47 1) Please fix all damaged BMP's and complete/submit all related Swppp reports. See the last BMP inspection report from InCompli dated 2/21/19 along with the compliance checklist. 3/11/19- Added more pictures to c/n #47 and sent them to harris. 3/28/19-added more pictures to c/n #47, sent to harris.

 03/15/2019FRAMERick BarrieauHOLD(3/15/2019 3:46 PM RB) Found discrepency between pg's S- 113-A and S-135-A Re: floor framing in the kitchen area behind the elevator. A drag bar will be intersected due to the opening north of the elevator extending beyond the depth of the elevator. (as built scenario).

 03/22/2019MASONRY BLK WALLRick BarrieauAPPROVEDpr Danielle site vst #48(3/22/2019 3:10 PM RB) C/N 48 , I.R. 272 Grout pour in area B at mezzanine level. 1) Page 112-B, along line 11, between A and B, specifies #6 bars 8 inches on center on the steel ledger, with #4 bars 16 on center above ledger tying into mezzanine floor. Currently, the steel ledger has #4 bars 16 oc and the # 6 bars above ledger are 16 oc. see picture. 2) Alot of debris is inside the block cells from drilling for ledger. Please clean block cells. 3) Please include me in inspection requests for block.

 04/03/2019GRADINGRick BarrieauCORRECTIONSc/n #49(4/3/2019 10:51 AM RB) 1) After exploratory digging at line L and 6 at the upper foundation, it was determined by Brad Quon, Geo-tech Engineer with CTS, the upper slab area lacks sufficient over excavation. Per Spec 31-23-16, Over- excavation to occur below and outside the perimeter of the building for 5 ft. Backfill to be placed and compacted and foundation to be placed in engineered fill. See pictures. 2) Further exploratory digging to be conducted along line L in a west direction per Brad Quon. Currently scaffolding is in the way.

 04/04/2019MASONRY BLK WALLRick BarrieauCORRECTIONSc/n #50(4/4/2019 2:11 PM RB) C/N #50 1) Several grouted block walls are being jack-hammered down to retrofit windows in place. This occurs at lines 10, F, and south of D in the dayroom unit A. (229) This method is not per contract docs. Please obtain direction from engineer of record. See photos for locations.

 04/04/2019FRAMERick BarrieauCORRECTIONSc/n#51(4/4/2019 3:26 PM RB) 1) Hilti Wedge anchors that are being placed between the existing bolts inside corridor, at lines 5 and 6, and laundry room wall on the east side, between E and F, have not passed the torque specification of 120 psi. 2) Bolts are needed on the north side of the elevator where beam intersects. See notes on the beam from sp. inspector dated 3/11/19. 3) Ledger is needed on the west wall of mens locker room. 4) Bolts needed for ledger in room 284 electrical on the east wall. Please get direction from engineer of record.

 04/10/2019SPRINKLER-THRUSTBLOCKRick BarrieauCORRECTIONS(4/10/2019 11:06 AM RB) I.R. for hydrant was requested for 10th, 11th, 12th. Went out this morning to the upper hydrant near harris' trailer, nothing ready for inspection. Only a new hydrant laying on the ground.

 04/16/2019SLABSRick BarrieauCORRECTIONSC/N #52(4/16/2019 10:52 AM RB) C/N #52 1) See specification 03 30 00, 3.6, B. 6. for taking extreme caution to prevent working water into the concrete surface while finishing slabs resulting in crazing. 2) Excessive water was present on the surface while screeding and floating. Clumps of Fiber-mesh appeared on the surface of the slab. 3) Currently, the County is evaluating whether or not a destructive test will be ordered to verify the integrity of the slab. See pics.

 04/15/2019SLABSRick BarrieauAPPROVEDkitchen and laundry s.o.d

 04/15/2019PIERSRick BarrieauAPPROVEDline L and 8

 04/15/2019SPRINKLER-THRUSTBLOCKRick BarrieauAPPROVEDhydrant replaced

 04/17/2019SLABSRick BarrieauAPPROVED(4/17/2019 3:22 PM RB) Slab at level 2 area B, ok. Line 5-9 and D-J. Had workers tie some rebar up and put dobies under rebar for support. OK to pour. Pour will be tomorrow.

 04/24/2019SPRINKLER - HYDRO/ROUGHRick BarrieauAPPROVED200 psi -2hrs ok(4/24/2019 3:33 PM RB) Repaired hydrant.

 04/24/2019FRAMERick BarrieauCORRECTIONSc/n #53 also 53.1(4/24/2019 8:26 AM RB) Frame C/N #53 1) See detail 12 of S-544 in laundry room for wall bracing at 4ft o.c. intervals. 2) Detail shows this bracing is typical for walls labeled WM8N. See walls on page 113B labeled WM8N located between lines G and J and off of line 6. Also, the wall perpendicular of the northern stairway wall on pg 113B. 3) Additionally, these walls in the laundry room get filled with mineral wool and H.O.W. treatment per detail 8 of GL 501. Details between the H.O.W. assembly and structural wall braces do not seem to correspond without negating the function of the other. Please address before fireproof is sprayed.

 04/25/2019Sprinkler - HydroRick BarrieauAPPROVEDflow testPresent: Brian of Jerico, David G of Harris, Maurice w/ Harris, Brians assistant, Kaytlin inspector, myself. Did flow test with Brian and his assistant from Jerico sprinkler co. Utilized hydrant near Harris trailer and the hydrant east near backflow preventer. Test was good, measuring static and residual flow amounts. A report will be sent to me later today per Brian.

 04/25/2019MASONRY BLK WALLRick BarrieauAPPROVEDareas C & D top out

 05/02/2019ROUGH MECH.Rick BarrieauCORRECTIONSc/n # 54 dirty duct(5/2/2019 8:47 AM RB) 1) Page G-302, references 2016 Cal Green Code, and spec. 23-31-13-1.3B. Describing that during construction, all ductwork and related mechanical distribution components shall be protected from dust until final startup of equipment. See pics.

 05/03/2019FRAMERick BarrieauCORRECTIONSI.R. #354, C/N #55, furred wall kitchen(5/3/2019 3:48 PM RB) 1) See spec # 05-40-00 2.2 G,-All door jambs to be constructed of un-punched 20 gage studs. Both doorways have punched double studs. 2) See detail 16 of page S-591. Detail indicates 4 studs at each corner and intersection. Both outside and inside corner lack 4 studs. 3) 16 of S-591 indicates attachment between masonry wall and end stud to be 24 o.c. and 6 inches from ends of stud with p.a.f. See end of wall on line 5 on the north of the elevator. 4) 6 of S-592 indicates two p.a.f. fastners e.s. of door jamb openings.

 05/06/2019MASONRY BLK WALLRick BarrieauCORRECTIONSsee notes(5/6/2019 3:09 PM RB) Correction Notice #56 Dayroom lines 4-5, A-B. Cell lids. Block wall inspection. Wall to lid intersection. 1) Detail 19 of pg. S-545 shows horizontal dowels hooking around the vertical steel of the masonry wall above the angle ledger. Currently, the as built condition is # 4 rebar dowels welded to angle ledger on 16 inch and 8 inch centers. Please get as built approval. 2) The S.O.D. in this area can only accommodate one steel mat due to slab thickness being 5.5 in this area. Steel above the angle ledger wont have enough concrete coverage for the steel. 3) The welded studs on the back of the angle ledger seem to be at 24 inches on center. Please have Joe pull a section of angle off to verify weld stud o.c. distance. Plan detail 4 of S-545 shows *' o.c.

 05/09/2019FRAMERick BarrieauAPPROVEDfrrd wall kit met stds ok

 05/13/2019OTHERRick BarrieauCORRECTIONSFireproofing at columns c/n # 57(5/13/2019 9:41 AM RB) 1) All Columns at lines 2.3 and 10.6 are in need of further cleaning and preparation for fireproofing, per special inspector, Joey Vilardi and visual by county inspector. See pictures.

 05/15/2019MISCRick BarrieauCORRECTIONS(5/15/2019 8:42 AM RB) I.R. #360 and #361- C/N # 58 1) Per daily field report done by Rick Jones of C.T.S., the design mix of the concrete for grout pours on Monday 5/13 and Tuesday, 5/14 showed up on site too wet and exceeding the specified water/ cement ratio. Breaks will be monitered.

 05/15/2019EROSION CONTROLRick BarrieauCORRECTIONS(5/15/2019 11:05 AM RB) 1) Please implement Best Management Practices (BMP's) for erosion control around site. See pics. 2) Please submit R.E.A.P. for tomorrows forecast of 1 inch of rain.

 05/15/2019COMPACTIONRick BarrieauCORRECTIONS(5/15/2019 12:56 PM RB) 1) Compaction tests were not taken in 8 inch lifts along the footing of the north curved retaining wall Per spec. 31.23.23, 3.1-I.

 05/16/2019SLABSRick BarrieauCORRECTIONSI.R. #366, cell lids/staff slab(5/16/2019 1:05 PM RB) C/N # 61. Cell lids are OK.***********Rick Jones ok with install too. Staff Station #171 and #280- 1) Both staff areas have water below the styrafoam fill. We need to assure the floor is dry before pouring. 2) Assure all rise and run of the step forms are within 3/8" of an inch in dimension before pouring. Some forms have worked loose from the 2x4 strongback. 3) "A" side missing slab bar at top of stair landing. 4) Add dobies below rebar throughout both slabs.

 05/30/2019MASONRY BLK WALLRick BarrieauCORRECTIONSbeam pockets(5/30/2019 3:23 PM RB) C/N #62 1) Several beam pockets were missed in tower B. They were not installed during block lay-up and demo has begun at the pockets to retro-fit the bolts. see pics. Please get direction from engineer of record before proceeding. Beam pocket #1 on wall in staff dining rm 618. Beam pocket #2 in watch commander rm 624 is missing. Beam pocket #3 corner of lines 8 and J. Beam pocket #4 at lines J and 6. 2) Get direction for procedure on adding bolts to channel/beam intesection in the public lobby area #607, south of line K. See pics.

 05/31/2019FRAMERick BarrieauCORRECTIONSmetal studs(5/31/2019 3:02 PM RB) C/N #63. Metal stud frame in rms 103, 104,105,106,107. Kitchen area. 1) Please verify what walls need backing for the shelves in room 107 and rm 103, 104. Additionally, the inmate lavatory is missing backing. 2) Please get direction for the plumbing that is not encompassed in the framing. 3) Both water closets are too close to the furred wall (after finish) currently measures at 17.25 and 17.50.******* RON WILL USE OFFSET FLANGES TO GET CLEARANCE-OK.********* 4) Have welds approved by 3rd party inspector. 5) Clarify method for reinforcing the studs that will be notched and bored for plumbing. 6) Add row of screws at intersection between j.c. and inmate bath. see pic. 7) Install valve enclosure in the inmate bath wall for water closet.

 05/31/2019ROUGH ELECRick BarrieauAPPROVED(5/31/2019 9:31 AM RB) (Area B - Rooms 200, 202, 203, 205, 211, 215, 218, 217, 220. kit.- 103,104,105,106,107 OK. This insp was for power only -not lights. Location of boxes, no wire pulled. I had chucks crew add a data box in rm 220 shown on plan and supports on conduit on the wall in mens locker rm.

 06/04/2019MISCRick BarrieauAPPROVEDclear(6/4/2019 7:27 AM RB) C/N #64 Metal doors are not being stored per specifications. Please follow directions in spec 11-19-00.

 06/05/2019MASONRY BLK WALLRick BarrieauAPPROVED(6/5/2019 2:59 PM RB) Quad A block lift 2nd to last lift. Bolts missing in the channel along the top of the angled wall in day rooms, (both sides) where the channel dives into A wall and E wall. Currently, the bolts holes are being drilled and bolts are being placed. I will check at the end of the day. Also, a 8 inch channel has only 5 inch stud bolts. It needs 7 inch bolts. This is currently being worked on also. These are main items for tomorrows grout pour. I will wait to verify this gets in.

 06/17/2019MISCRick BarrieauAPPROVEDskylight curbs, 4 in C area

 06/26/2019SLABSRick BarrieauCORRECTIONSMezz deck in dayroom unit E-40(6/26/2019 3:30 PM RB) 1) Rebar to set in the middle of the mezz slab. Slab is called out C2WF-1, 6 inches thick above top flute., rebar to be placed 3 inches above. 2) Rebar and conduit to be at least 3x the diameter of the conduit away from each other. 3) Follow detail on shop drawings for rebar trimming out openings. Rebar to extend beyond per drawing. 4) Conduit near forms must have a minimum of 2 inch clear from form board. Per Engineer site visit.

 06/25/2019ROUGH MECH.Rick BarrieauCORRECTIONSmech curbs on roof in towers C and A.(6/27/2019 11:47 AM RB) 1) Curb details 1,2,4, and 7, on page M-511, and details 2, 4, 7, 10, and 12 on page 512 show the installation of pre-fabricated curbs with a wood nailer and 2 inche thick insulation. Current curbs are site built from wood and lack the cant strips and insulation and do not match the plan details listed above. 2) The roofers have covered curbs in area C and ran Roofing over the top of nuts and bolts with no cant strips or insulation. Dens deck was placed on the side. Install curbs per approved plan or obtain RFI. Corrected per RFI # 384.001. Walked with David G. 7/23/19

 06/28/2019SLABSRick BarrieauCORRECTIONSMezz deck @ dorm A tower(6/28/2019 2:33 PM RB) WORK NOT READY---- 1) Cantilevered portion of deck on the north side lacks rebar at 16 " on center. Both T & B matts. 2) South cantilevered floor is not complete. (steel) 3) Rebar is touching conduit throughout deck. Needs minimum of 3x diameter of the conduit away from steel. 4) Plumbing drains are low and one id high throughout deck. 5) Top matt of both south and north decks are too low. Shop drawings show top steel 1 inch below T.O.C. Trans bars are below dowels of west and east running walls. 6) Add verticals for the masonry block walls in the north mezz deck. 7) Add rebar through the threshold of the door separating the north and south mezz decks. 8) Clean dirt/debris from the deck flutes.

 07/01/2019WATER PIPINGRick BarrieauCORRECTIONSWater meters @ east gate. C/N #67(7/1/2019 9:25 AM RB) See correction notice from Les Dean. 1) The water meters at the east side of the property are too low for acceptance from T.U.D. Additionally, the grade height per civil drawings, (1932) will leave meter box below the grade surface leaving the meter inaccessible.

 07/02/2019FRAMERick BarrieauCORRECTIONSSteel Ledger C/N #68(7/2/2019 2:09 PM RB) 1) Ledger south of line D and north of the staff station #171 between lines 3 and 4.4, is not seated on the block wall. Approximately 3/4 inch off wall. see picture. 2) Several steel embed plates at angled walls do not reach or contact the adjacent ledger tabs to provide a surface for welding. Locations marked on the map I sent. Locations- A) Angle on the wall described above i item #1, north of the staff station #171. B) Angled plates on the east side of angled wall in Dayroom #252. C) Angled plates on the east side of angled wall in Dayroom #253. See pics img #7121

 07/02/2019SLABSRick BarrieauCORRECTIONSC/N #69(7/2/2019 3:07 PM RB) West end dorm mezz slabs. 1) Per Engineer of record, The orientation of the transverse bars in the top matt are placed on top of the top matt and not below the longitudinal bars of the top matt, as shown in shop drawings.-see shop section 1-RD1 Per shop drawings, trans bars should be below long bars (top matt). see pic

 07/02/2019SLABSRick BarrieauAPPROVEDgen slab

 07/03/2019SLABSRick BarrieauCORRECTIONSslab flatness c/n #70(7/3/2019 2:37 PM RB) Area -Tower A, 2nd floor. 1) Walked with Chaston to check flatness of the slab at tower A 2nd level. See map. Per map, there are 4 areas that exceed 5/16 inch max varience in flatness.

 06/18/2019FRAMERick BarrieauCORRECTIONSsoffit, no I.R.(7/8/2019 2:44 PM RB) Small return soffit above L and 6 line. Rudy asked me to look at this. Had time to do it but no I.R. was sent. Will sign when sent.

 06/27/2019SLABSRick BarrieauAPPROVEDmezz area A - 4-5, A-B

 07/03/2019FOUNDATIONRick BarrieauCORRECTIONSM Line -not ready

 06/28/2019HVACRick BarrieauCORRECTIONSCurbs tower B & D(7/8/2019 3:34 PM RB) 1) Same c/n as in tower C and A. no correction notice issued-still pending from previous insp. and waiting RFI. Checked bolt attachment.

 07/08/2019ROUGH WIRINGRick BarrieauCORRECTIONSI.R. #449(7/8/2019 4:07 PM RB) 1) Conduit complete and installed correctly, however, the rebar steel is not installed and unable to verify if conduit will be affected by rebar at this point.

 07/09/2019UNDERGRD PLBGRick BarrieauCORRECTIONSRec rm drains Correction notice #71(7/9/2019 1:50 PM RB) 1) All four outdoor rec yards have area drains that are counter-sunk below the sloped surface of the concrete. Drains are approximately 3/4 of an inch too low creating an ADA code violation. Also, some of the slopes toward the drain are very minimal. Some readings were 0.3%. Please have design team address issue. See pics.

 07/09/2019SLABSRick BarrieauAPPROVED

 07/17/2019FRAMERick BarrieauAPPROVEDsoffit at admin

 07/17/2019WATER PIPINGRick BarrieauAPPROVED

 07/17/2019ROUGH PLBGRick BarrieauAPPROVED

 07/18/2019MASONRY BLK WALLRick BarrieauAPPROVEDcell partitions(7/18/2019 4:22 PM RB) 1st lift above mezz in dayroom E -OK. Walked w/ rick jones

 07/19/2019DRAINAGERick BarrieauCORRECTIONSstrm drn-#472 not ready(7/18/2019 10:05 AM RB) 1) Work not ready for inspection. 2) A portion of the storm drain has been covered up. I had worker un-cover portion of strm drn to verify material and slope. Told worker and Josh and backhoe operator not to cover up till looked at.

 07/19/2019MISCRick BarrieauCORRECTIONSFireproofing jail commander Rm #610, linCorrection Notice #75 1) Jail Commander room # 610 has a large section of fireproofing that fell off the ceiling. 2) Section 7-81-16 sub section 1.8-D of the spec book disallows fireproofing installation until the roofing and all related foot traffic has ceased. 3) Please verify that a spatter coat was used before fireproof install on the ceiling.

 07/19/2019SLABSRick BarrieauAPPROVED W/CONDdayrm A #229(7/19/2019 2:39 PM RB) Asked Harris to move a rebar below the dowels on the west wall of mezz slab. Otherwise looks good. Harris said they will take care of it before mondays 9:00 am pour. Verified bar was moved.

 07/19/2019ROUGH PLBGRick BarrieauCORRECTIONSArea D 2nd floor and area B locker rm. G(7/19/2019 10:30 AM RB) 1) In womans locker room #205, A cast iron plumbing pipe is set close against the bottom beam flange minimizing the fireproofing. Had CTS inspect and agreed it needs to be patched. 2) On page P-111 at 8.2 and south of J line, on the right side of the exterior doorway, a storm drain pipe is shown penetrating the roof and the floor into the locker room below. See page P-411 detail #2 staff dining room. This Storm drain pipe is not installed. Water test held and h20 lines held at 120 psi .

 07/22/2019SLABSRick BarrieauCORRECTIONSMezz deck #252 Unit B(7/22/2019 3:55 PM RB) 1) Both shower walls, (shower #442), lack horizontal bars that tie into the mezz slab per detail 3 and 17 of S-545. Confer with engineer of record.

 07/22/2019FRAMERick BarrieauCORRECTIONSSteel Stud framing area C 3-6 and K-L C/(7/22/2019 4:13 PM RB) 1) Complete furred wall in bathroom against block. 2) Produce paperwork that allows clips between stud edges in lieu of welding. 3) Per 16 of S-591, 4 studs are needed per corner and intersection. If number cant be accomplished, seek engineers direction. 4) 6 of S-592, opening table, shows 3 jamb studs for an opening between 6-8 ft wide. Rm 505 has this condition. 5) Complete stud backing for grab bars ect. Complete this list and put I.R. in for re-inspect.

 07/23/2019FRAMERick BarrieauCORRECTIONSLow roof in kitchen. 3-4.4, F-H.(7/23/2019 2:20 PM RB) 1) Per Special Inspector Joey: While doing substrate inspection noticed many loose bolts, loose beam to beam connection, and ledger channels with un-welded plates. See Rick Jones weld report from 7/11/19 and clear the items before fireproofing.

 07/23/2019SLABSRick BarrieauCORRECTIONSI.R. 499, mezz # 252, C/N #78(7/23/2019 11:26 AM RB) 1) Per Engineer of record, A RFI needs to be sent for approval of the as built condition of the shower walls in the mezzanine #252. The walls lacked horizontal dowels through block and welded dowels on the angle ledgers. This morning, dowels were welded to the angle ledgers and inspected by Marylin of CTS. The previous evening, the masons epoxied dowels into block above the angle ledgers. An inspector did not witness this. See Pictures.

 07/23/2019MISCRick BarrieauCORRECTIONSEpoxy dowels mezz deck 260 dayroom D, A-(7/23/2019 11:47 AM RB) 1) Per special inspector Joey with CTS, 15 vertical dowels and 5 horizontal dowels were placed in mezz deck of dayroom #260 without observation. Please consult with engineer for direction before continuing in this area.

 07/24/2019SLABSRick BarrieauCORRECTIONSnot read mezz slb 252

 07/25/2019SLABSRick BarrieauCORRECTIONSRebar at Mezz ceilings, area A. Line 2,(7/25/2019 3:03 PM RB) NOT READY

 07/25/2019FRAMERick BarrieauCORRECTIONSOutdoor Rec yard #2, Room #259, Roof fra(7/25/2019 3:36 PM RB) 1) Beams for the roof in outdoor rec yard are too short to bolt. Approximately 7 inches short. see pics ****NOTE***** It appears the angled wall adjacent to the dayroom #253 is misplaced, changing the square footage of rooms. Get direction from Engineer of Record on how to proceed.

 07/25/2019FRAMERick BarrieauCORRECTIONSAbove ceiling MEP rough in @ Rms 505,507(7/25/2019 10:34 AM RB) Area C Booking rooms, area D above ceiling MEP rough in. Some ceiling boxes and fixtures will be set after ceiling is in. Not all boxes are installed at this point. 1) Patch the fireproofing where the trapeeze and other supports have been attached before covering. 2) Rooms in area D is not ready for a above ceiling rough in. 3) Plumber to fill annular space where pipes go through ceiling. (8/9/2019 2:49 PM RB) c/n #80

 07/26/2019FRAMERick BarrieauCORRECTIONSOutdoor rec yards roof frame(7/26/2019 1:23 PM RB) 1) Per spec 05-12-00, 2.3, E, All exterior steel framing shall be galvanized unless noted otherwise. This pertains to all 4 outdoor rec yards.

 08/01/2019MISCELLANEOUSRick BarrieauCORRECTIONSc/n 83 laundry H.O.W.C/N #83 Laundry H.O.W. Head of wall in laundry room, destructive test. 1) After having Harris' worker pull off approximately 2 ft of fire spray at the H.O.W. in Laundry room, It was confirmed that no mineral wool was placed in the high flutes and minimal amounts at the low flute. Large voids are present. Does not match detail 19 of Page GL 501. See Pics 2) Per C.S.F.M., Darwin Workman, All areas in need of H.O.W. that have been completed will need to be dis-assembled and inspected consecutivley step by step during install. 3) Further investigation will be done to identify H.O.W. locations.

 08/01/2019SLABSRick BarrieauAPPROVEDArea A dyrm unit E(8/1/2019 2:55 PM RB) Area A dayroom unit E.

 08/01/2019WATER PIPINGRick BarrieauAPPROVED W/CONDH2O meters raised.(8/1/2019 2:57 PM RB) Need Les Dean of T.U.D. to inspect and approve installation.

 08/07/2019FRAMERick BarrieauCORRECTIONSRm @ line E & 11 Room #286.(8/7/2019 1:09 PM RB) 1) C-15 ledger on the southern exterior wall of room #286 lacks the needed amount of bolts at the shear tab on the corner of the wall per detail 14 of S-553. See pics. 2) The interior of the southern wall of room #286 lacks a plan callout of ledger size/type. There is a C-12 ledger in place and this lacks bolts at the shear tab also in the inside corner-see pics. 3) The northern wall of room #286 lacks bolts at the shear tab, needed per 14 of S-553.

 08/08/2019FIRE DAMPERRick BarrieauCORRECTIONSI.R. 560, C/N #86 lines 5-9 and G-J 1st(8/8/2019 3:29 PM RB) Lines G-J and 5-9 1) There are 8 duct penetrations between the first floor locker rm and the corridor #207. Please confirm whether or not Fire and Smoke dampers are required in these locations for protection of corridor.

 08/08/2019WATER PIPINGRick BarrieauAPPROVEDIR #559 return H20 line Area C

 08/08/2019ROUGH PLBGRick BarrieauAPPROVEDstorm/overflow(8/8/2019 9:27 AM RB) Storm drains rough top out and overflow at wall lines 3, E-L, 4 drains and overflows along line 3. Also, 9, G-H, 1 drain and overflow.

 08/09/2019FRAMERick BarrieauAPPROVEDsteel stds rm 200 thru 205(8/9/2019 1:24 PM RB) Frame good, told Rudy needs H.O.W. installed. also back to back boxes need putty.

 08/09/2019FRAMERick BarrieauAPPROVEDI.R. #568 st stds area A

 08/09/2019FRAMERick BarrieauAPPROVEDrated wlls above cells-C area(8/9/2019 1:32 PM RB) Frame ok. told elec to putty the boxes that extend thru wall. @ stacked boxes. Told rudy to assure HOW

 08/12/2019MASONRY BLK WALLRick BarrieauCORRECTIONSBeam Pocket de-constrct(8/12/2019 8:59 AM RB) Per State Fire Marshal , Darwin Workman; 1) The beam pocket on wall line #9 between G & H that was poured with grout is showing cracks. This area must be demolished and re-built per approved plan documents. 2) Submit a reconstruction, shoring and safety plan for demo and reconstruction of the beam pocket. See pics

 08/14/2019MISCRick BarrieauCORRECTIONSsecurity mesh @ dental Area C, C/N #88(8/14/2019 9:35 AM RB) 1) Security mesh being applied on the steel stud walls in the medical and dental area C, is not meeting the requirement for fastening. Installation instructions call for 12 inches on center vertically and horizontally. Due to studs being framed 16 inches on center, the 12 inch spacing cannot be acheived horizontally.

 08/15/2019PIERSRick BarrieauCORRECTIONSLght pole piers c/n #90 I.R, #584(8/15/2019 3:22 PM RB) @ sally port-west end: 1) Steel cage is sitting in the dirt at the bottom of the pier. Also, steel is close to the top of the form. 2) The sona-tube extends down into pier, not allowing concrete to be cast against the soil. North west, behind M wall: 1) Pier is dug into soil only 3ft 9 inch deep. Plan calls for 5ft below finish grade. Complete all piers that were requested in the I.R. Assure steel clearance from dirt, correct depth and concrete casting against soil. (not sona-tube).

 08/15/2019OTHERRick BarrieauCORRECTIONSSecurity Mesh Infill(8/15/2019 10:35 AM RB) 1) The security mesh infill for the mezzanine guardrails and stair guardrails do not match the product listed in specification # 05 50 00, 2.7 B, 1 & 2. 2) Specification lists, Woven Mesh: Coastal Boardwalk manufactured by The Western Group or accepted equal with: 1) 7 gauge steel woven wire mesh. 2) Openings: 1-1/2 inch X 3 inch L-slotted.

 08/16/2019SLABSRick BarrieauCORRECTIONSI.R. #586 Cell lids.(8/16/2019 3:21 PM RB) 1) Work not ready in room #229. 2) Rooms 468 and 469 have a lintel with no bars or dowels protruding out of the top of wall and tying into the slab lid above. This will help support the canopy. Please have addressed by E.O.R. Also, lack bolts into corner. 3) ***NOTE**** The longitudinal bars are on top of the transverse bars but ok for lids per RFI #424. 4) Many areas have conduit too close to steel and are tied to steel. Conduit needs 3x diameter space from steel. 5) Clean deck-many bottles and debris.

 08/19/2019CONCRETE WALLRick BarrieauAPPROVEDlaundry tub/plumbing(8/19/2019 2:08 PM RB) Re-checked the laundry tub concrete walls -all seled and vapor barrier runs to the top of the slab and seals to the floor edge.

 08/19/2019PIERSRick BarrieauAPPROVEDlight poles

 08/21/2019SLABSRick BarrieauAPPROVEDRms 229 and 260 lids

 08/22/2019FOUNDATIONRick BarrieauCORRECTIONSLoading dock found, ftg only- C/N #92(8/22/2019 10:36 AM RB) 1) Before continuing with stem wall construction, per RFI #417, 100% of all epoxied dowels that have been installed in J line footing and between footing intersections must be pull tested at 14,500 psi. 2) Per detail 31 of page C511, the vertical bars must be offset to the footing matt with more footing at the heel rather than centered. 3) Per detail #23 of C511, all corners and intersections must have proper laps and hooks. 4) Current Z bar step bars do not match the stepped footing detail #24 on page C511. Current step bars are nearly 90 degrees and lack the transverse bars across them. see depth + step length.

 08/23/2019ROUGH WIRINGRick BarrieauCORRECTIONS(8/23/2019 2:42 PM RB) Rough conduit install in mezz lid #252. 1) Move all conduit from steel that is parallel with it three inches away. Both mezz decks have this condition.

 08/26/2019ROUGH WIRINGRick BarrieauAPPROVEDin slab conduit #253. C/N #93(8/26/2019 1:31 PM RB) 1) Many conduits are within 3 inches of steel rebar. Please move rebar 3 inches away from steel. 2) Conduit cannot be tied to steel for support. Many areas have this condition. fixed

 08/28/2019MASONRY BLK WALLRick BarrieauCORRECTIONSFirst lift Block wall at line M C/N #94(8/27/2019 3:26 PM RB) 1) Per Sheet AS506, ASI-002, and SK-22, The vertical rebar dowels out of the footing were not staggered. Please confer with E.O.R for direction on how to proceed. Do not pour until addressed.************

 08/30/2019ROUGH PLBGRick BarrieauCORRECTIONSIR #637 R-plmb,T-A&B, H20 lines C/N #95(8/30/2019 1:32 PM RB) Work Not Ready 1) None of the waste and vent areas that were requested for inspection were topped out with water for testing. 2) All-thread supports are in contact with HVAC and electrical conduit in the kitchen ceiling. see pics. 3) Copper is in contact with the steel security mesh in the dental and medical area throughout. Please separate these to avoid reaction between dis-similar metals. Note: refer to the specs and manufactuers instructions, and plans. 4) The PVC for the vacuum penetrating the floor in the dental room needs a U.L. listed assembly for a 3 hr floor penetration. 5) Complete work and send another I.R.

 09/03/2019ROUGH PLBGRick BarrieauAPPROVEDI.R. #637

 09/04/2019UNDERGRD ELECT.Rick BarrieauAPPROVEDI.R. #649(9/3/2019 3:45 PM RB) Sallport to gate to loading area. All lights

 09/05/2019ROUGH MECH.Rick BarrieauCORRECTIONSI.R. #652 area C,c/n 96(9/5/2019 1:30 PM RB) 1) Per spec 23-31-13, 3.3, B, #1, Rectangular duct shall be supported at 8 ft o.c. and round duct to be supported at 12 ft. o.c. 2) Per California mechanical code and SMACNA book, ductwork shall be supported at each change of direction. 3) Seismic straps to be installed per spec 23-31-13 3.3 B, 2.

 09/05/2019MISCRick BarrieauAPPROVEDI.R. #657 min wool(9/5/2019 1:31 PM RB) (9/5/2019 1:07 PM RB) Did inspection for H.O.W . I.R. #657. Walked with Brian of alcon. Had a few areas to fix (minor) will check later today. Insp. occurred in laundry rm wall, electrical rm area and both shafts. Signed off as OK.

 09/06/2019ROUGH PLBGRick BarrieauAPPROVEDi.r. #660(9/6/2019 4:09 PM RB) 1) Fix water closet vent in locker room, falls backward slope. 2) Floor supports to be installed at 6 places. Walked w/ ron, will be fixed today. Items fixed today-9/10/19

 09/06/2019MASONRY BLK WALLRick BarrieauAPPROVEDongoing i.r. M line 2nd lift(9/6/2019 4:10 PM RB) Tracey and cody added door pins and termination bars on the spot-ok.

 09/06/2019FRAMERick BarrieauCORRECTIONSsteel frm area B roof(9/6/2019 4:11 PM RB) 1) 5 areas of corners lacking proper amount of bolts and lacking weld connections. See C/N #98, map and pics. 2) Location #5 to be RFI for alternate installation method.

 09/09/2019MASONRY BLK WALLRick BarrieauAPPROVEDok west curved ret wll

 09/09/2019ROUGH MECH.Rick BarrieauAPPROVEDI.R #659 curbs low roof 4.4-5 and B-D

 09/09/2019INSULATION WALLSRick BarrieauCORRECTIONSI.R #669 insul T-C(9/9/2019 11:23 AM RB) Correction #97 Insulation install is OK but covered previous corrections of other trades not addressed yet. 1) Throughout tower C there are metal frame bottom plates that have floor penetrations through them that are not complete regarding fire rated assembly at the 3hr floor. 2) There are several areas in tower C regarding copper water lines in contact with security mesh. See c/n #95. This area has been insulated and sheetrocked. Pull areas out so I can see corrected items. DO NOT PROCEED TILL ADDRESSED.

 09/09/2019FOUNDATIONRick BarrieauCORRECTIONSI.R #672 staff ftg. C/N #99(9/9/2019 2:57 PM RB) 1) Per detail, D of L 212, the vertical steel shall be centered in the 18 inch footing. 2) Clean Footing, get required clearances.

 09/10/2019ROUGH ELECRick BarrieauCORRECTIONSI.R. #675 R-WRG(9/10/2019 1:40 PM RB) Work Not Ready. Area, tower C and D. Upon arrival in Room #556 Inside Admin, and Room #554, Health Office, it was discovered that these areas have been insulated and sheetrocked without any inspections beside R-plumbing. All other trades are un-inspected. These areas have NOT had a metal stud frame inspection, R-wiring, (called for today), or Hvac rough-in. Currently, the walls are insulated and sheetrocked. All sheetrock and insulation will need to be taken off the walls to complete inspection process before continuing.

 09/11/2019MASONRY BLK WALLRick BarrieauCORRECTIONSM Line wall(9/11/2019 9:09 AM RB) 1) M line masonry block wall, at the architectural end, is being extended to 20 ft, 3ft 8 inches higher than plan detail 12 of AS504 and ASI 002 showing 16 ft 4 inches. 2) Currently epoxy dowels are being placed in the top of the wall to extend to 20 ft. Additionally, the vertical laps for #5 32 inches, 13 inches less than required per det. 13 of C512. 3) Soil will be placed at the bottom of the wall with added 2ft depth at 4 ft total.

 09/11/2019INSULATION WALLSRick BarrieauCORRECTIONSI.R. #686 Tower C & D Insulation. Rooms(9/11/2019 12:02 PM RB) 1) Per C/N #100 dated 9/10/19, A metal stud frame, r-wiring, r-hvac inspection has not been done. I cannot sign off insulation until these items have been signed off. Please take the insulation out of the walls so I can inspect.

 09/12/2019ROUGH ELECRick BarrieauAPPROVEDC area 2nd flr. walls only

 09/13/2019SHEETROCK NAILRick BarrieauAPPROVEDI.R. #698, Rm 550 mech


 09/13/2019UNDERGRD ELECT.Rick BarrieauAPPROVEDIR #700, Sally prt

 09/13/2019MASONRY BLK WALLRick BarrieauDENIEDIR #701, west cmu radius(9/24/2019 3:48 PM RB) Door openings are not lined with door frames. Called Terry and he is having David G send RFI for post install doors RFI 479 is being used on other doors. Asked Terry to send RfI specific to staff patio post install door frames.

 09/18/2019UNDERGRD PLBGRick BarrieauCORRECTIONSmeters Les D.(9/18/2019 4:53 PM RB) (9/18/2019 4:51 PM RB) Les Deans C/N #67.1 On Friday Aug. 22 2019 I met with Dustin from SMCI to reinspect meter and box elevations for domestic and irrigation. Please be advised: 1) Elevation of both meters is acceptable. 2) Irrigation meter requires gopher screen per TUD standard detail 208 3) 4” Domestic meter requires gopher screen and 4”minimum clearance under meter 4) I was told that the elevation of both meter boxes is currently 2” above finished grade, this is acceptable. If final grade changes then both boxes may need to be ajusted. 4” meter may have to be raised also. Please let me know if you need any more information. Sincerely Les D. Dean (inspector)

 09/18/2019MASONRY BLK WALLRick BarrieauCORRECTIONSWall Cracks(9/18/2019 8:24 AM RB) C/N #103 @ wall intersection 4.4 and C. 1) The angled masonry block wall north of staff station #171, at the roof channel/ledger height, has a significant horizontal crack and offset seen from the exterior low roof area. It appears the ledger that was not properly seated on the wall related to correction notice #68 damaged the block during tightening. There are further horizontal cracks seen through the walls at 4 ft from the top of the parapet in the low roof area where Ledger channels connect on the back-side of block. Please have engineer address issue.

 09/18/2019ROUGH ELECRick BarrieauAPPROVEDarea C, 6-9 & D-K I.R 708(9/19/2019 8:51 AM RB) Had George add a receptacle in #559, needs data and receptacle in 560. also added receptacle in rm #611. OK

 09/19/2019MASONRY BLK WALLRick BarrieauCORRECTIONSmas blck wall(9/19/2019 10:25 AM RB) I.R. #650 cont C.M.U. M line wall and west gate. C/N #104 1) The far west 90 degree gate wall is currently at the same height as M line wall, (before RFI height modification). Because the footing was dug deeper to lock footing in place next to the descending slope, the elevation of the west gate footing is lower than the M line footing. Making the wall 3 to 4 courses taller than all the other walls for a total of approximately 23 ft. Please have engineer address the extra height and depth for this west gate area.

 09/19/2019MISCELLANEOUSRick BarrieauAPPROVEDI.R. #715(9/19/2019 11:42 AM RB) All pipe penetrations in towers A and B -good. There is one storm drain that needs to be treated in staff room west wall #618, I showed ron dill. He said he would take care of it. Also there is mop sink in same area and in commander North room.

 09/19/2019ROUGH MECH.Rick BarrieauAPPROVEDI.R. #713(9/19/2019 11:43 AM RB) Wall penetrations , no FSD at this time. GoodPer GL sheets. admin C area. only.

 09/20/2019FEPRick BarrieauCORRECTIONSAREA C(9/20/2019 2:13 PM RB) I.R #726, 727, 729.-Area C. and room 142 soffit. C/N 105 WORK NOT READY. 1) Complete the 2 hr fire barrier above rm. #522 2) Complete all fire-proof patching at the ceiling due to rods, clips, ect. Also, some fire-proof patching needed un-related to hangers. west end. 3) The sheetrock above rooms 511, 512, 517, 522 needs to be fire caulked at the joints between the sheetrock and the CMU block. 4) All trades need to stuff and fire caulk through all rated walls on both sides where penetrations occur. 5) Water lines need insulation and through wall treatment (fire). 6) Ceiling of metal frame needs bridging after 5ft span. see 4-A-534. Rm 509, 513, and 142-soffit. 7) Confirm data and plugs in half-wall. Also, the wall is missing a 45 degree corner.

 09/20/2019MISCELLANEOUSRick BarrieauCORRECTIONSsprinkler penetrations(9/20/2019 4:10 PM RB) 1

 09/23/2019ROUGH MECH.Rick BarrieauAPPROVEDi.r #730

 09/23/2019ROUGH MECH.Rick BarrieauAPPROVEDI.R #731

 09/23/2019ROUGH MECH.Rick BarrieauAPPROVEDI.R #732 curbs low roof

 09/23/2019FIRE WALLRick BarrieauCORRECTIONSI.R 737 NOT READY, Substrate for plywood(9/24/2019 7:50 AM RB) WORK NOT READY------------ I.R 737 NOT READY, Substrate for plywood 1) Substrate inspection, rm 555, not ready. Please do not call for inspection unless work is ready. Screw inspection for gypsum was not done and worker was still taping at 2:30 p.m. 9/23/19. Inspection was requested at 11:30 A.M.

 09/23/2019WATER PIPINGRick BarrieauAPPROVEDI.R 740 H2O lines

 09/23/2019PERMANENT POWERRick BarrieauAPPROVEDI.R 735(9/23/2019 4:01 PM RB) Not ready with install and needs to torque connections.

 09/20/2019MISCELLANEOUSRick BarrieauCORRECTIONSSprinkler rough-area C Admin(9/23/2019 8:18 AM RB) C/N #106, I.R. # 733, sprinkler penetrations. 1) Request an inspection from State Fire Marshal for all sprinkler inspections. Have approved fire sprinkler plans on site for inspection. 2) Per NFPA, sprinkler lines need annular space. If sprinkler line touches the wall sleeve then flexible connectors are required within 12 inches of each side of the wall. per NFPA, This occurs in 2 places. One on line 5 in admin C and 1 on line north of J corridor wall. 3) Re-patch penetration with red fire spray over the ceiling on j corridor, west end. re-patch spray in gypsum between rooms 512 and 513. The mineral wool needs to be recessed per U.L. and spray to be flush.

 09/24/2019INSULATION WALLSRick BarrieauAPPROVEDI.R. #739, C & D

 09/24/2019CONCRETE WALLRick BarrieauAPPROVEDI.R. #742 A & B

 09/24/2019SHEETROCK NAILRick BarrieauAPPROVEDI.R. #744 Area C

 09/24/2019MISCELLANEOUSRick BarrieauAPPROVEDI.R. #745 Area C sec mesh

 09/24/2019FRAMERick BarrieauAPPROVEDI.R. #746 area C rms 516, 504(9/24/2019 2:54 PM RB) Added attachment to wall channel for ceiling. Added full length bridging.

 09/24/2019MISCELLANEOUSRick BarrieauAPPROVEDI.R. #747(9/24/2019 2:53 PM RB) Loading dock drain and wall treatment (already installed)

 09/24/2019MASONRY BLK WALLRick BarrieauAPPROVEDI.R.#650 Mas blck wall(9/24/2019 2:52 PM RB) Staff Patio area

 09/25/2019ROUGH ELECRick BarrieauCORRECTIONSI.R. 755 rm 146

 09/25/2019ANNULARRick BarrieauCORRECTIONSI.R 758, flr toilt, mp snk

 09/25/2019ROUGH MECH.Rick BarrieauCORRECTIONSI.r 759 kitchn(9/25/2019 4:26 PM RB) 1) Straps needed at all change of direction and where strap is hanging and not connected from ceiling. 2) Trapeze rods from plumbing touching duct, also electrical supports touching duct. 3) Rm 111 duct is touching sprinkler line. 4) Main rectangular duct in the center of the ceiling running west and east, hangs lower than allowed per detail 5 of page 511. Max length of supports is 2 ft 8 inches. Currently the duct is approximately 3 ft 9 inches in length. Please RFI for direction.

 09/25/2019MISCELLANEOUSRick BarrieauAPPROVEDI.R 760 curbs B high roof

 09/26/2019SLABSRick BarrieauAPPROVEDIr #756 bunks-rebar(9/26/2019 3:23 PM RB) The I.R. included a map of areas to be inspected. Only half the area was ready. Bunks on A side only Ok.

 09/26/2019INSULATION WALLSRick BarrieauAPPROVED#762 A,B,D

 09/26/2019MASONRY BLK WALLRick BarrieauAPPROVED#766 M line and gates

 09/26/2019MISCELLANEOUSRick BarrieauCORRECTIONSload dck wall h20 proof(9/26/2019 3:30 PM RB) Water-proofing on the load dock wall is peeling off concrete at the top of the wall in various places and some of the filter fabric is peeling away from substrate.

 09/27/2019FRAMERick BarrieauAPPROVEDi.r. #773 admn sofft

 09/26/2019MASONRY BLK WALLRick BarrieauAPPROVEDI.R. 766 cmu M line

 09/30/2019MISCRick BarrieauAPPROVEDI.r #783 duct test(9/30/2019 1:37 PM RB) Observed duct testing in area D by third party insp. Kevin raglen, Chris of DKM was present also. Did a return duct and regular supply duct rectangular.

 09/30/2019MASONRY BLK WALLRick BarrieauAPPROVEDI.R. #770 grout sampling East Gate Wall(9/30/2019 1:59 PM RB) 1) No observation or sampling was conducted for the third lift of C.M.U. Grout at the east gate wall on 9/27/19 A.M. Please consult with Engineer of record for direction.

 10/02/2019MISCELLANEOUSRick BarrieauAPPROVEDfire caulk Area C admin

 10/01/2019SHEETROCK NAILRick BarrieauAPPROVEDir 800 kitchen

 10/01/2019SHEETROCK NAILRick BarrieauAPPROVEDir 799 area C

 10/02/2019FOOTING AND FORMSRick BarrieauAPPROVEDir 794 load dock, reinspect(10/2/2019 3:59 PM RB) showed up at 10 am per request then again at 1230 then again at 245 again at 330. done finally.

 10/01/2019FRAMERick BarrieauAPPROVEDir 792 part wall rms 624/625

 10/01/2019SHEETROCK NAILRick BarrieauAPPROVEDir 785 area D

 10/02/2019MISCELLANEOUSRick BarrieauAPPROVEDir 801 refer lines in shaft(10/2/2019 3:56 PM RB) refridgerant in shafts upstairs shafts in rms 549 and 554.

 10/01/2019INSULATION WALLSRick BarrieauAPPROVEDir 782

 10/01/2019MASONRY BLK WALLRick BarrieauAPPROVEDir 786 staff patio

 10/03/2019PIERSRick BarrieauCORRECTIONSir 772 fence east side(10/3/2019 2:48 PM RB) WORK NOT READY. NOT ALL POSTS ARE SET/SECURE. 1) Posts are resting on the ground in the bottom of the pier. Plan shows 12" off soil from bottom and post should be secured in place before poured. 2) Need 3 inch clear from soil for the rebar cages. 3) Clean dirt from bottom of pier. 4) The grade beam of the east fence near the gates is offset from the line of the piers.

 10/03/2019FIRE WALLRick BarrieauAPPROVEDir 805, Area C fire caulk

 10/03/2019WATER PIPINGRick BarrieauAPPROVEDir #804 area B rm 210,217,218

 10/03/2019FOUNDATIONRick BarrieauAPPROVEDIr 796 rebar m line(10/3/2019 2:42 PM RB) South side of M line rebar for stiffening footing. OK

 10/11/2019ANNULARRick BarrieauAPPROVEDIR 833 min wool at beams wall 6, F-J(10/11/2019 2:14 PM RB) Mineral wool stuffing around beam pockets at line wall 6 and F to J

 10/11/2019MISCELLANEOUSRick BarrieauAPPROVEDIR 835 sec mesh dayrm(10/11/2019 2:12 PM RB) on face of soffits in rms 341, 342, 346

 10/11/2019FEPRick BarrieauAPPROVEDIR 729.1 abve ceilng(10/11/2019 2:11 PM RB) All items corrected. Let terry know that Darwin will need to do a sprinkler inspection above this ceiling area before closing up.

 10/11/2019FEPRick BarrieauAPPROVEDIR 759.1 kitch mech(10/11/2019 2:10 PM RB) There are still other trades encroaching on ductwork including sprinklers and hanger rods. These items will be addressed at above ceiling frame and close in.

 10/14/2019MASONRY BLK WALLRick BarrieauAPPROVEDIR 802 curved wall(10/14/2019 2:40 PM RB) 1) All fence sleeves, fence base plates, in curved cmu wall are installed upside down not compliant with RFI #486. Tracy with Bratton said he will get them turned over by the pour tomorrow at 11:00 am. Because the fence is not ready, nor is the sub on site, Rick and myself will check this in the morning to help the flow of work.

 10/14/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 840 area D(10/14/2019 3:18 PM RB) There were a few straps missing. I told Chris to add, will check later. Also, in rm 621 a duct was resting against fire sprinkler. This will be addressed at overhead MEP inspection. NONE OF THE FIRE RATED SHAFTS HAVE BEEN INSPECTED. WILL BE A SEPARATE INSPECTION.

 10/14/2019DRAINAGERick BarrieauAPPROVED W/CONDIR 844(10/14/2019 2:46 PM RB) Only came up 4ft behind curved wall. Had to tell the workers to put the drain rock inside the fabric enclosing the drain and rock instead of on the outside. Workers dug out the rock and placed it inside fabric. I witnessed the tie in to a T fitting that heads through the wall west.

 10/14/2019PIERSRick BarrieauCORRECTIONSI.R 772.2 fence REINSPECT(10/14/2019 2:47 PM RB) Third failed inspection. I.R. 772.2, East Fence line piers. 1) Work not ready. Debris in piers, steel too close to dirt, steel rebar tied to cages and nailed into the ground.

 10/21/2019FRAMERick BarrieauAPPROVEDIR 866 sft frm

 10/21/2019SHEETROCK NAILRick BarrieauCORRECTIONSIR 865 colm wrap(10/21/2019 3:47 PM RB) I.R. #865, kitchen columns 1) Per detail 4 of A-522, a listed 24 gauge snap lock cover should be installed below the 4th layer of sheetrock on the columns in the kitchen. Per inspection, this was not done. Kitchen is 3 hr rated.

 10/21/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 864 gypsum, lockr rm

 10/21/2019FEPRick BarrieauCORRECTIONSIR 853 Twr A 2nd flr.(10/21/2019 3:50 PM RB) Work not ready. Walked with Terry and SUBS. Pointed out undone work.


 10/21/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 862

 10/21/2019ROUGH MECH.Rick BarrieauCORRECTIONSIR 855 dyrm west(10/21/2019 3:53 PM RB) 1) Work not ready. RFI pending for coming through mech rm into day rooms. 2) Rods touching duct work in north side of 2nd level chase.

 10/21/2019SLABSRick BarrieauAPPROVEDIR 859 staff slab

 10/21/2019PIERSRick BarrieauAPPROVEDIR 871 slly prt bollards

 10/21/2019ROUGH MECH.Rick BarrieauCORRECTIONSIR 856 duct area A(10/21/2019 3:56 PM RB) 1) work not ready. Needs to tap a supply off main trunk into corridor. Not done.

 10/22/2019ANNULARRick BarrieauAPPROVEDIR 854 min wool(10/22/2019 10:11 AM RB) Shafts and utility rm for elevator, all 2nd floor.

 10/23/2019ROUGH ELECRick BarrieauAPPROVEDIR 877, admin hard lid

 10/23/2019CONCRETE WALLRick BarrieauAPPROVEDIR 878 shwr crbs

 10/23/2019ROUGH PLBGRick BarrieauAPPROVEDIR 879 roof drains

 10/23/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 880 duct corridor 5-6

 10/25/2019FRAMERick BarrieauCORRECTIONSIR 885 lid frame(10/25/2019 3:13 PM RB) not ready rm 561

 10/25/2019MISCELLANEOUSRick BarrieauCORRECTIONSIR 886 sec mesh(10/25/2019 3:13 PM RB) Not ready

 10/25/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 887gyp intake soffit

 10/25/2019PIERSRick BarrieauAPPROVEDIR 888 Piers @ sally prt bollard

 10/25/2019ROUGH ELECRick BarrieauAPPROVEDIR 890 ceilig elec(10/25/2019 3:11 PM RB) janitor closet 561 is not complete. Bathrooms ok

 10/25/2019FOUNDATIONRick BarrieauAPPROVED W/CONDIR #891 fence ftg, grade beam along fenc(10/25/2019 3:10 PM RB) Grade beam ok. Needs to clean the tops of the previous poured piers for adhesion before tuesday pour. Told Joe. 10-29-19, the tops of the piers have been cleaned and look good for pour.

 10/28/2019FRAMERick BarrieauAPPROVEDI.R. 899 lock rm. Ceiling

 10/28/2019ANNULARRick BarrieauAPPROVEDIR 898 FSD's(10/28/2019 4:02 PM RB) Checked 25% of FSD's in 2nd floor area for annular space. All had 1/4" .

 10/28/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 897 shaft duct(10/28/2019 4:01 PM RB) Per RFI #536 duct support OK in shafts.

 10/28/2019FEPRick BarrieauCORRECTIONSIR 896 overhead Towr A(10/28/2019 4:00 PM RB) Walk w/ Terry and all subs: 1) Many areas of mono-coat have been damaged and need repair. 2) Conduits in corridor 5-6 need sealing. Also in shaft area. 3) Electrician to complete corridor 535.

 10/29/2019MISCRick BarrieauAPPROVEDIR 884, shaft caulk(10/29/2019 11:09 AM RB) Caulking of the floor at the shafts on the 2nd floor. RMs 556 and 559. Also, caulking at floor and H.O.W. spray at the locker rooms #202 and 203.

 10/30/2019FOUNDATIONRick BarrieauCORRECTIONSIR 891 security fence bottom rail embeds(10/30/2019 9:23 AM RB) 1) The bottom rail hook embeds of the security fence were wet set into the concrete grade beam, creating an enlarged hole around the embeded hook and entry for water. Please get direction from design team for a fix. (10/30/2019 9:25 AM RB) C/N #112

 10/31/2019HOOD SUPPRESSIONRick BarrieauAPPROVEDIR 906 grease duct light test

 10/30/2019ROUGH PLBGRick BarrieauAPPROVEDIR 903 kitch drains

 10/30/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 901 gyp rm 557 558

 11/01/2019ROUGH ELECRick BarrieauAPPROVEDIR 912 rm 201,02,03,0

 10/31/2019MASONRY BLK WALLRick BarrieauCORRECTIONSIR 913 block ext insp(11/1/2019 3:01 PM RB) Ongoing block exterior inspection checking for cracked block, sub standard block install with Jordan Rogers. Completed south wall and east wall of two story. Will continue inspection tomorrow and monday the 4th. See report under S dr reports.

 11/04/2019ROUGH ELECRick BarrieauCORRECTIONSFire Marshal walk overhead A & C C/N #11(11/4/2019 11:50 AM RB) 1) Per State Fire Marshal, the stacked electrical boxes in fire rated walls are to have a U.L. listing. Several areas along corridors 602, 535, intake rm, sally port 601, and vestibule 600 have this condition. See pictures. Please obtain a U.L. listing for stacked electrical boxes, or install raceways in a fashion that does not undermine the fire rating of the wall.

 11/04/2019ROUGH PLBGRick BarrieauAPPROVEDIR 914 laundry rm

 11/04/2019DRAINAGERick BarrieauAPPROVEDIR 918 curv wall and load dock

 11/04/2019ANNULARRick BarrieauAPPROVEDIR 921 shafts upstrs

 11/07/2019DRAINAGERick BarrieauAPPROVED W/CONDIR 922 strge rm, rr(11/8/2019 11:01 AM RB) fix leak in storage rm. Storm drain touching FSD

 11/07/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 925 rm 202,203

 11/07/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 926 Rm 504, 513

 11/07/2019FRAMERick BarrieauCORRECTIONSIR 927 shft 549, 544

 11/07/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 201, 204 shwr

 11/07/2019ROUGH MECH.Rick BarrieauCORRECTIONSIR 929 area A mezz 151, 127(11/8/2019 11:07 AM RB) 1) Rm 151 mezz: Support duct at the 90 bend and tighten strap. 2) Rm 127 = Add angle supports at the top of square duct in all chases. Both rooms.

 11/07/2019FRAMERick BarrieauCORRECTIONSIR 930 Rm 120, 121 Laundry Framing (ceil(11/8/2019 12:06 PM RB) 1) Please reference all RFI's in I.R.'s for clarity. 2) Per answered RFI #175, Install bridging across ceiling at 4ft o.c. The laundry is 19'4" , needs 4 rows. 3) Per RFI # 177 and detail 4 of A-534. ledger channel connection is to 4 inches o.c.w/ hilti 1 and 5/8 depth penetrate. 4) For areas with 8 A-534/11 of s-592, please clarify the o.c. spacing of the vertical member. 5) Please clarify whether or not 11 of S-592 soffit/ceiling bracing can be used in lieu of 4 of S-591 joist bridging.

 11/08/2019ROUGH ELECRick BarrieauAPPROVEDIR 931IR 931 120, 119, laundry

 11/08/2019FRAMERick BarrieauCANCELLEDIR 933

 11/13/2019ROUGH ELECRick BarrieauCORRECTIONSIR 938 Line C in room 224. Correction No(11/14/2019 2:59 PM RB) 1) Wall line C in room 224, where the windows were retro-fitted, there are now missing electrical and data boxes. Per RFI #338, Receptacle and Data boxes must be installed in the west pilaster between window and door. 2) Always Provide related rfi in the I.R.

 11/13/2019SLABSRick BarrieauAPPROVEDIR 940(11/14/2019 3:01 PM RB) The filling of the cored holes in the floors and slab.

 11/14/2019WATER PIPINGRick BarrieauAPPROVEDIR 941(11/14/2019 3:04 PM RB) Connection of the water main to the riser in the electrical room at corner E and 11. Storm drain stub out from curved wall near front gate.

 11/14/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 943 rms 103,105,106

 11/14/2019CONCRETE WALLRick BarrieauAPPROVEDIR 942 dowels M line

 11/15/2019MISCRick BarrieauCORRECTIONSroof debris(11/15/2019 1:21 PM RB) (11/15/2019 9:18 AM RB) 1) From the chipping process on the rocks, north of L line building wall, there is a lot of rock chips and debris on top of the TPO roof membrane and some damage to the block wall. Please have responsible party clean debris and fix damage to block.

 11/15/2019UNDERGRD ELECT.Rick BarrieauAPPROVEDIR 947 und elec at M line

 11/15/2019PIERSRick BarrieauAPPROVEDIR 945 bollards frnt gate

 11/18/2019EROSION CONTROLRick BarrieauCORRECTIONSC/N #117 Whole Site(11/18/2019 1:39 PM RB) 1) Clean up trash throughout site. Many water bottles and paper trash scattered on all sides of the property. 2) Cover and stabilize all bare dirt against erosion. SEE PICS

 11/22/2019ROUGH ELECRick BarrieauCORRECTIONSI.R. 967 17 rooms ceiling rough in for l(11/22/2019 3:51 PM RB) Rooms, 559,561,552,543,553,542,544,546,547,548,551,508,507,505,619, 603,605 1) State fire marshal to inspect and approve Fire Alarm rough -in. 2) Room 552 needs labeling of conduits. Janitor closet rm 561 needs conduit support. 3) Flexible conduit from boxes will be supported to ceiling after T-bar ceiling install.

 11/22/2019FRAMERick BarrieauCORRECTIONSI.R. 968(11/25/2019 1:25 PM RB) 1) Clips around openings. 2) Add fasteners to the ledger at splices.

 11/22/2019FOOTING AND FORMSRick BarrieauAPPROVEDIR 969(11/25/2019 1:22 PM RB) 1) Maintain 3 inch clearance between steel and dirt throughout. 11/25/19. Verified clearance-OK

 11/22/2019FRAMERick BarrieauAPPROVEDIR 970

 11/25/2019FRAMERick BarrieauCORRECTIONSIR 974 shaft(11/25/2019 1:49 PM RB) IR 974, 2 hr shaft room 623. 1) State Fire Marshal to approve installation of the Shaft. Plan detail GL 519 system F, 2hr. 2) Seal around all penetrations through the shaft. 3) Verify the fire rating of the electrical boxes inside shaft wall. 4) Provide the Fire rating of the mechanical duct insulation that will be partly exposed at the front wall of the shaft. Also, get direction from the design team for the install of the duct partially inside and outside of the shaft wall. 5) The joints in the 1 inch fire rated sheetrock shall be staggered per detail GL 519, system F, note #3.

 11/25/2019FRAMERick BarrieauAPPROVEDIR 968 laundry

 11/25/2019SHEETROCK NAILRick BarrieauAPPROVEDIR 975

 11/25/2019PIERSRick BarrieauAPPROVEDIR 977 bollards

 11/25/2019PIERSRick BarrieauCORRECTIONSIR 978 fence(11/25/2019 2:12 PM RB) Rebar stuck in the ground.

 11/25/2019FRAMERick BarrieauCORRECTIONSIR 981 frame ceiling rm 141, 147(11/25/2019 3:45 PM RB) 1) Corrections not made, not ready. Contr has been not using .1 and .2 for re-inspections.

 11/26/2019ROUGH ELECRick BarrieauAPPROVEDIR 938.1

 11/26/2019FRAMERick BarrieauCORRECTIONSIR 983(11/26/2019 3:40 PM RB) 1) Attach studs to bottom track 2) Clips at the header and king stud intersection. 3) Attach studs to wall 24 inches on center.

 11/26/2019MISCELLANEOUSRick BarrieauAPPROVEDIR 966

 12/03/2019MISCELLANEOUSRick BarrieauCORRECTIONSC/N 120 water intrusion throughout(12/3/2019 2:46 PM RB) Water Intrusion C/N 120, throughout building. 1) Per State Fire Marshal inspection and report, A) Many areas of mono-coat fire proofing is wet. Provide specifications to prove that moisture will not not affect fire resistance or smoke rating per chapter 7 of C.B.C. 2) PerState Fire Marshal inspection and report, Many areas throughout building have wet gypsum. Provide specification proving fire and smoke and integrity rating will not be affected in areas. 3) Remove gypsum that has got wet. 4) Remove wet insulation batts inside walls. 5) Provide documentation for the seam inspection of the TPO roof, include certification of roof install. 6) Assure the insulation below the TPO roofing material is dry. 7) All storm drains that protrude through the wall lack annular space filling. Complete installation. 8) Expose metal bottom plate track of the metal studs assuring its dry. 9) Please obtain block repair information and complete A.S.A.P.

 12/05/2019ANNULARRick BarrieauAPPROVEDIR 1002 fire caulk laundry shaft

 12/05/2019ROUGH PLBGRick BarrieauAPPROVEDIR 1003 rm 287

 12/06/2019FRAMELonnie McCartyCORRECTIONSIR 1006 rm 140,149,127,151,skylt frm(12/6/2019 7:50 AM LM) 1. Maximum 48" spacing on diaganol bracing. 2. Diaganol bracing must start a maximum of 6" from the bottom of the framing.

 12/05/2019MISCELLANEOUSLonnie McCartyAPPROVEDIR 1005,sec mesh dayrm A quad

 12/05/2019ANNULARRick BarrieauCORRECTIONSIR 1010, shft 623 caulk(12/5/2019 4:01 PM RB) 1) Please seek direction for installing and supporting the mineral wool in the annular space of the fire sprinkler line that penetrates the wall board in the shaft.

 12/06/2019ANNULARRick BarrieauCORRECTIONSC/n #123, State Fire Marshal Inspection.(12/6/2019 3:09 PM RB) Rated Corridor Sprinkler Penetrations, Destructive tests by State Fire Marshal- 2016 CBC, 714.3.1 & 714.3.2. 1) 1st penetration in shaft, rm. 623, did not have mineral wool around the annular space. 2) 2nd sprinkler penetration at the south end of upstairs corridor: No annular space is provided. 3) 3rd penetration, did not have mineral wool and fire caulking. General-Provide mineral wool and fire caulking at all sprinkler penetrations per approved GL plans and U.L. listings. CBC 713.1 Shafts General: 4) Kitchen: Replace shaft liner boards and exposed mineral wool and fire proofing. 5) Replace shaft board around the F.S.D. at the shaft of Sally Port room, near locker rooms. 6) Remove or relocate conduit leaning against the fire sprinkler line in the shaft of sally port near locker room. 7) CFC 2016, 503.4, No Vehicles shall obstruct Fire Department access and obstruct Fire Department connections.

 12/06/2019DRIVEWAYRick BarrieauCORRECTIONSC/N 122 Driveway elevation(12/6/2019 9:20 AM RB) 1) The cross slope of the northern driveway near the container exceeds that shown on the approved plan. See page C-112. The difference between the elevation on the west side and the east side, per plan, is 1.3 foot. The as built condition is about 3 foot difference. See Pic.

 12/06/2019ROUGH ELECRick BarrieauAPPROVEDIR 1007 abv ceilig rm 556,610,611(12/6/2019 11:38 AM RB) 1) Rough in ok, needs to go through the walls and fix caulking penetrations

 12/06/2019ROUGH ELECRick BarrieauAPPROVEDIR 1008, J.C,328,428(12/6/2019 11:43 AM RB) Electrical Conduit and box install ok, needs rebar tied and rebar removed from touching conduit. Told Joe and George this morning.

 12/12/2019ROUGH ELECRick BarrieauAPPROVEDI.R. 1039 Elec r-in

 12/12/2019MISCRick BarrieauAPPROVEDI.R. 1045 security mesh

 12/12/2019CONCRETE WALLRick BarrieauAPPROVEDI.R. 1048 bunks steel

ANNULARRick BarrieauI.R. 1030 min wool-shfts

 12/11/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 1031 dy rm 229

 12/11/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 1032 dyrm mezz

 12/11/2019ROUGH MECH.Rick BarrieauAPPROVEDIR 1034 rm 286 elec rm

ANNULARRick BarrieauIR 1041 frspry

 12/11/2019ANNULARRick BarrieauCORRECTIONSIR 1043 fir pen @ shfts ALL SHAFTS(12/12/2019 4:12 PM RB) 1) Per O.S.F.M., Need U.L. listing for shaft penetrations from design team, with approval from the State Fire Marshal. 2) Shaft Rm. #623 Need approval for the application of the Band aid at the inner 1 inch thick wall board of the shaft for the purpose of staggering shaft wallboard joints by 36 inches. 3) What series of wall is assigned to each shaft. U300, U400? ect. 4) Provide a design for all gypsum shafts that have an intersection of a 2hr shaft wall to a C.M.U., block wall. 5) Shaft in room #623, Provide a detail/design specific to the installation of the duct in the 2 hr shaft that protrudes through the front of it and turns up through roof. Provide listing for duct wrap and installation instructions, along with the certification of the installer.

 12/11/2019FRAMERick BarrieauAPPROVEDIR 1044 shft frm Kit(12/12/2019 3:38 PM RB) Per Singh Kailey, Fire Marshal, Ok to close up the kitchen shaft.

 12/11/2019SHEETROCK NAILRick BarrieauCORRECTIONSIR 1033 gyp rm 217,218,219(12/12/2019 3:37 PM RB) 1) Room had water damage during rain storm. Need to verify what has been damaged and repair. Get direction for repair procedure.

 01/06/2020MISCRick BarrieauAPPROVEDIR 1097.1 wall dryness(1/6/2020 2:55 PM RB) Staff dining walls west only. rm 618. Program staff rm 219. Harris cut openings at the bottom plate, approx 16 x 16 inches square and I checked the dryness of the insulation and the bottom track. all were dry to the touch.

 01/06/2020MISCRick BarrieauAPPROVEDIR 1124, sec mesh rm 151

 01/07/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1139 120-125/222

 01/07/2020SHEETROCK NAILRick BarrieauCORRECTIONSIR 1137 kit shaft 1st ext layer(1/7/2020 2:33 PM RB) IR 1137 , C/N #127 SHAFT IN KITCHEN: 1) Sheetrock screws missing throughout the shaft first layer of sheetrock. 2) FSD did not have the 1/4 inch gap around the FSD penetration. Please assure work is ready for inspection before request. SHAFT IN ROOM 554 HEALTH OFFICE: 1) Screws missing along the entire upper horizontal edge. Install screws. 2) The FSD lacks the needed 1/4 inch gap along the bottom edge of the penetration.

 01/07/2020FRAMERick BarrieauCORRECTIONSIR 1138 frme east/west dayrms, SUSPENDED(1/7/2020 2:50 PM RB) 1) Header doesnt extend over and onto jambs per detail 6 of S-592. 2) The clips that hold the suspended wall to the block wall do not have a detail for spacing on center. Please clarify what spacing is for wall clips.

 01/07/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1140 gyyp, soffits

 01/07/2020FOOTING AND FORMSRick BarrieauAPPROVEDIR 1146 sec fence

 01/07/2020ROUGH ELECRick BarrieauAPPROVEDIR 1131 r-elec lids

 01/08/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N 130,(1/8/2020 3:26 PM RB) 1) Per State Fire Marshal inspection conducted on 12/16/19 and EN11 report, and additionally, section 1705.17 of the 2016 C.B.C. All penetrations in rated walls are to be inspected and approved by a third party inspection agency. Please move forward on a third party inspector.

 01/08/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1141 sec msh

 01/08/2020ROUGH MECH.Rick BarrieauCORRECTIONSIR 1143-C/N #129. Dayroom 252, chase 241(1/8/2020 12:28 PM RB) Please make sure work is ready for inspection before request. 1) Seal joint in duct in ceiling above chase 241 in dayroom 252. 2) Provide access in the soffits above mezz decks at each corner of the soffit for inspection. Currently security mesh is installed. 3) Assure all duct strapping is done before inspection. 4) NOTE: Per smacna requirement and spec section 23-31-13, 3.3, B, 7, all duct running vertically down the chases from mezz ceiling need horizontal angle supports at ceiling/floor levels throughout all cell chases.

 01/08/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1144

 01/08/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1145

 01/09/2020MISCELLANEOUSRick BarrieauIR 1148-sec msh

 01/08/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1149 shtrck

 01/08/2020ANNULARRick BarrieauAPPROVEDIR 1151-shft 623

ROUGH PLBGRick BarrieauIR 1120.1

 01/09/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1137.1(1/9/2020 3:54 PM RB) 1) Have myself and fire marshal inspect kitchen shaft, per second half of the IR.

 01/09/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1143.1

 01/09/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1148 soffits 252,253

 01/09/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1150 soffits 260

 01/09/2020SLABSRick BarrieauAPPROVEDIR 1156 slabs 20x20 area

 01/10/2020SLABSRick BarrieauCORRECTIONSIR 1167 slabs(1/10/2020 3:55 PM RB) 1) Piers for flag poles are buried/covered. Dig down to tops of piers to to pour slab into. 2) Bollard at lower handicap is sitting in the dirt. 3) Steel at upper slab-sitting in dirt.

 01/10/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1155-dry walls(1/10/2020 3:46 PM RB) 1) Locker room #205 was wet on original inspection but walls have since been covered and finished with tile. This area will need demo and inspection. 2) The jail commander room 610 and room 611 were not checked today but were originally inspected and wet. See map for todays inspection. 3) Several areas were found to be wet and need drying out.

 01/14/2020ROUGH PLBGRick BarrieauAPPROVEDIR 1163

 01/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1175 drn plg J line(1/13/2020 2:48 PM RB) Observed camera scope to 90 degree elbow in wall at about 125 feet from end of drain. I observed Josh insert a 3 inch plug full of grout and taped to keep grout inside. Ran camera again.

 01/13/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1166 gypsm soffts

 01/13/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1165 flx ductabv ceilig

 01/13/2020UNDERGRD ELECT.Rick BarrieauAPPROVEDIR 1164 flag pole

 01/13/2020FRAMERick BarrieauCORRECTIONSIR 1170 lid frame rms 117,118,122,124,12C/N. #133- 1/13/20 All steel stud Framing for the lids in rooms 117, 118, 122, 124, 125, 217, 218, 222, 225, 226 were good. Every above ceiling area in noted rooms have work to be done before sheetrock: 1) Obtain inspections for other trades. 2) Patch all of the mono-coat at the beams and the ceiling pan deck. Corridor of wall 5 at the lower floor has many penetrations that need filling. 3) Per 304.1 of Cal Mech Code, A)The furnace in storage room ceiling #225 needs an access opening not less in size than the largest component of furnace or, a minimum of 22x30 inch opening. B) A working platform is needed with a clear space of 30x30 inches in front of furnace panel. (duct-work is impeding on this area. C) Per 310.2 of Cal Mechanical Code, a means to control condensate from the furnace is to be provided. D) 303.8.5 Cal Mech Code, A readily accessible disconnecting means within site of the furnace is needed. E) Permanent lighting is required for the unit.

 01/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1161 strm drn rpair(1/13/2020 2:50 PM RB) Storm drain south west of the west end of J line wall.

 01/13/2020ROUGH ELECRick BarrieauAPPROVEDIR 1159 rm 286

 01/14/2020ANNULARRick BarrieauAPPROVEDIR 1154 min wool

 01/14/2020FRAMERick BarrieauCORRECTIONSIR 1176 frm corr(1/15/2020 4:07 PM RB) needs rfi for wall.

 01/14/2020FRAMERick BarrieauAPPROVEDIR 1177-sfft frm

 01/14/2020ROUGH PLBGRick BarrieauAPPROVEDIR 1163-r-plumb

 01/14/2020SLABSRick BarrieauCORRECTIONSC/N #134 All Recreation Yard slab height(1/14/2020 3:35 PM RB) 1) Per detail 1 of A-544, the thresholds between the control center area and the outdoor recreation yards are installed wrong directionally. See detail. 2) Additionally please provide the manufactuers specifications for the thresholds. 3) Water intrusion in these areas has been a consistent problem. Please address.

 01/15/2020ROUGH ELECRick BarrieauCORRECTIONSIR 1184, R-electrical, storage closet ha(1/15/2020 4:20 PM RB) Storage closet #225. R-electrical hard lid. 1) Provide a permanent light and a switch at the access opening to serve the mechanical unit.

 01/15/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1183

 01/15/2020FRAMERick BarrieauCORRECTIONSIR 1180(1/15/2020 4:16 PM RB) IR #1180- 1) Work not ready. IR #1179 1) Work not ready

 01/15/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1179 sec msh(1/15/2020 4:16 PM RB) 1) Work Not ready

 01/15/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1185 substr column(1/15/2020 4:15 PM RB) Got verbal ok from CTS inspector Joey. He signed IR book. I sent the IR to SFM today for IR request.

 01/17/2020ROUGH PLBGRick BarrieauCORRECTIONSIR 1191, c/n 137 Rough plumbing waste/ve(1/17/2020 11:27 AM RB) 1) Per Table 313.3 of the California Plumbing Code and spec section 22 05 00, part 3, 3.5, J- 1. All waste and vent pipe within V cell chases throughout the building require support at the floor level, (mezzanine) on the main vertical waste line.

MISCELLANEOUSRick BarrieauIR 1189 S.D. rpair

 01/23/2020FRAMERick BarrieauAPPROVEDIR 1195 shft 208

 01/23/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1137.2

 01/23/2020FRAMERick BarrieauAPPROVEDIR 1197 rm 116

 01/23/2020FRAMERick BarrieauAPPROVEDIR 1215 shft 623

 01/23/2020ANNULARRick BarrieauAPPROVEDIR 1216 HOW

 01/23/2020ANNULARRick BarrieauAPPROVEDIR 1154.1 HOW

 01/23/2020ANNULARRick BarrieauAPPROVEDIR 1205 howe penetr

 01/23/2020ANNULARRick BarrieauAPPROVEDIR 1198 howe shft pen 116

 01/23/2020ANNULARRick BarrieauAPPROVEDIR 1203 howe shft pen rm 554

 01/23/2020ANNULARRick BarrieauCORRECTIONSIR 1208 kit columnsIR 1208 kit columns c/n #137 1) Per standard GL details, please cut drywall at the top of the metal column wraps and install mineral wool. 2) Per State Fire Marshal, take off the outer layer of insulation on the grease duct and request an inspection from SFM. 3) Per State Fire Marshal, all defacing operations in CMU block that had RFI's for fire rated walls need approval from the Office of State Fire Marshal. Please send all related RFI's to S.F.M. for approval. 4) The alternate method of fireproofing of columns using intumescent paint needs to be approved by the Office of State Fire Marshal before application. 5) On 1/16/20, Fire Marshal Singh Kailey noted on his report that the hydraulic calculations and sprinkler flex lines do not match the approved plans. Please revise the plans and submit to the State Fire Marshals office for approval.

 01/24/2020ROUGH ELECRick BarrieauAPPROVEDIR 1212 wall/ceiling

 01/24/2020FRAMERick BarrieauAPPROVEDIR 1213 chase elec rm

 01/24/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N #138(1/24/2020 2:44 PM RB) C/N #138. 1) Please maintain all SWPPP BMP's. A) Wattles need to be let into the ground and staked at 4 ft o.c. B) Clean up trash on the site. C) Cover the trash containers. D) Sweep/clean dirt off the road. E) Clean out D.I.'s and water ways.

 01/28/2020ANNULARRick BarrieauAPPROVEDIR 1172 hngrs, brcing, caulk

 01/28/2020ANNULARRick BarrieauCORRECTIONSIR 1235(1/28/2020 3:28 PM RB) 1) Fire caulking needs to be placed over block, not directly over mono-coat. This occurs in furred walls in dayrooms. 2) Sprinkler penetrations in these areas need fixing per SFM.

 01/28/2020ANNULARRick BarrieauAPPROVEDIR 1224 sallyprt 208

 01/28/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1234 shft 623

 01/28/2020ANNULARRick BarrieauAPPROVEDIR 1202.1

 01/28/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1233 shft kit

 01/28/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1208.1 kit columns

 01/28/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1232 shft #116

 01/28/2020ANNULARRick BarrieauAPPROVEDIR 1225 FSD, pen

 01/30/2020ROUGH ELECRick BarrieauCORRECTIONSC/N 139 blck cores(1/30/2020 2:26 PM RB) 1) Please obtain approval and direction for the multiple cored holes in the Masonry block between corridor 602 and electrical room 549. A total of 19 holes were made in the electrical room.

 01/30/2020ANNULARRick BarrieauCORRECTIONSIR 1235 caulking 140 253 frd wlls(1/30/2020 2:28 PM RB) 1) Contractor not on site. No access to work. Appears caulking needs repair. 2) Per S.F.M., the 90 degree fittings in the furred walls are too close to each other.

 01/31/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1237 tyvek(1/31/2020 1:23 PM RB) 1) NOT READY. Please provide all applicable paperwork for installation instructions.

 01/30/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1239 shft 623(1/30/2020 2:16 PM RB) 1) Work not ready.

 01/30/2020SHEETROCK NAILRick BarrieauCORRECTIONSIR 1240 shft 116(1/30/2020 2:16 PM RB) 1) Work not ready. Screws missing behind H2o lines.

 01/30/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1241 kit shft(1/30/2020 2:15 PM RB) 1) Work not ready.

 01/30/2020ANNULARRick BarrieauCORRECTIONSIR 1242 mn wl corr 113(1/30/2020 2:15 PM RB) 1) Mineral wool in corridor 113 is covered with caulking. Work not ready.

 01/30/2020ROUGH PLBGRick BarrieauAPPROVEDIR 1243 JC tp out

 01/30/2020ANNULARRick BarrieauCORRECTIONSIR 1244 pipe caulk(1/31/2020 1:24 PM RB) NOT READY.

 01/30/2020ROUGH MECH.Rick BarrieauCORRECTIONSIR 1247 FSD/caulk cor 282-3(1/30/2020 2:13 PM RB) 1) Work noted on IR is not done and ready for inspection.

 01/30/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1097.2 wall dryness(1/30/2020 2:12 PM RB) Still needs to open walls in locker rooms

 01/31/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1246 sec mesh

 01/31/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1248 corr 283

 01/31/2020ANNULARRick BarrieauAPPROVEDIR 1249 fire caulk laundry(1/31/2020 1:35 PM RB) Inspected min wool and fire caulk at vent from dryer room.

 01/31/2020SLABSRick BarrieauAPPROVEDIR 1251 gen slab area

 01/31/2020MISCRick BarrieauAPPROVEDIR 1253 epoxy lod dck(1/31/2020 1:32 PM RB) Per Rick Jones visual inspection. OK

 01/31/2020HOOD SUPPRESSIONRick BarrieauAPPROVEDIR 1236.1 grease duct wrap(1/31/2020 3:20 PM RB) First layer duct wrap

 01/31/2020ANNULARRick BarrieauAPPROVEDIR 1249 laundry duct

 02/03/2020FRAMERick BarrieauAPPROVEDIR 1254 rm 623

 02/03/2020SPRINKLER - UNDERGRORick BarrieauCANCELLEDIR 1229 flow tst

 02/03/2020ROUGH ELECRick BarrieauAPPROVEDIR 1258 JC 360

 02/03/2020FRAMERick BarrieauAPPROVEDIR 1259 steel plte corridor

 02/04/2020SPRINKLER - UNDERGRORick BarrieauCORRECTIONSIR 1229, hydrt flsh(2/4/2020 3:51 PM RB) 1) West hydrant have alot of rocks and debris coming out after approximately 5 minutes running. Josh with SMCI said he will continue flushing tomorrow, 2/5/20 until lines are clear.

 02/04/2020ROUGH MECH.Rick BarrieauCORRECTIONSIR 1256 fan coils, C/N 146IR 1256 fan coils, C/N 146 (2/5/2020 4:27 PM RB) 1) Several fan coil supports systems don't comply with the related submital pages. A) Submital page 1, detail #2 shows the aircraft cable splaying at a 1 to 1 pitch from the end view and 1 to 1 splay from corners, see plan view. Due to the location of Fan coils being close to other trades and walls, this isnt possible to do. Many cables run parallel with unit. Please have addressed B) Note 2, page 1, detail 2 requires cables to be hand taut and without slack. Several cables are slack to avoid other trade materials. Please have addressed. C) Detail 4, pg 1, table 3 shows 3/8 rod getting rod stiffener every 15 inches on center. Most are at 23 inches on center. Add Rod stiffeners.

 02/04/2020WATER PIPINGRick BarrieauCORRECTIONSIR 1257 h20 tests mezzIR 1257 C/N 145 J.W.M. 1) H2o water pressure test in J.C. closet #258 and J.C. #269 are not holding pressure. ( checked 3 times) Per spec # 22-10-00, a pressure test of 150 pounds for 8 hrs must be done with no drop in pressure. Please find source of leak and re-pressurize.

 02/04/2020MISCRick BarrieauCORRECTIONSC/N 144(2/4/2020 4:06 PM RB) 1) While flushing the hydrant, (near the end of J line wall, west side) into the closest D.I., the D.I. and storm drain filled up eith water instead of draining. The storm drain down stream showed no signs of water flow. Please locate and fix the clog.

 02/06/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1265 shtrk replcmnt

 02/06/2020ANNULARRick BarrieauAPPROVEDIR 1266 min wl stffng

 02/06/2020INSULATION WALLSRick BarrieauAPPROVEDIR 1267 623

 02/06/2020WATER PIPINGRick BarrieauAPPROVEDIR 1270

 02/06/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1272 kit columns

 02/06/2020ANNULARRick BarrieauAPPROVEDIR 1235.2 caulk

 02/07/2020SPRINKLER - UNDERGRORick BarrieauCORRECTIONSIR 1229.1 hydrt flsh(2/7/2020 1:34 PM RB) Debris still showing - re-inspect

 02/13/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1268.1 2nd lay grse dct

 02/13/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1294 shtrck area D

 02/13/2020FRAMERick BarrieauAPPROVEDIR 1180.1 rm 258, 270 frm

 02/13/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1280.1 1st lay shft s.p. 208

 02/13/2020FRAMERick BarrieauAPPROVEDIR 1293 kit wall frm

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVED1179.1 sec mesh rms 348, 339

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1299 fir caulk rat wall FSD's corr 5-

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1308 cor 283 hole patch

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1229.2 hydrt flush

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1283 sprnk hang, brace

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR1298 lev 2 FSD's

 02/13/2020MISCELLANEOUSRick BarrieauCANCELLEDIR 1297 clean S.D

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1305 shft rm 123 shtrck in layer

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1291, sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1290, sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1289 sprinkler hangers and braces


 02/13/2020MISCELLANEOUSRick Barrieau

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1295, sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1285,sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1284, sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1283, sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1288, sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir 1287,sprinkler hangers and braces

 02/13/2020MISCELLANEOUSRick BarrieauAPPROVEDir1286, sprinkler hangers and braces

SPRINKLER - UNDERGRORick BarrieauC/N #147 Undrgrnd Hydro-Sprnklrs(2/18/2020 3:30 PM RB) 1) Per NFPA 24 .7.3.6,

 02/18/2020ANNULARRick BarrieauCORRECTIONSC/N #148 penetrations(2/18/2020 4:24 PM RB) IR 1310, c/n 148 Work not ready 1) Many electrical penetrations marked on the IR map need repair. See pictures.

 02/20/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N #148(2/20/2020 3:07 PM RB) 1) Per spec 7 54 23, 1.5, 2,C, 3, and 1507.13.1 of the California Building Code, The minimum slope for roofs shall be 1/4 inch per foot. Many areas of the roof lack sufficient slope and hold water. Please see pictures and highlighted map. 2) Area line 3 and south of K line, near mechanical unit, lacks a sufficient ridge. See page A-131 for details 3) Please have roof certified as no inspections were requested for roof install.

 02/19/2020SPRINKLER - UNDERGRORick BarrieauCORRECTIONSC/N #149C/N #149 1) Per O.S.F.M. Report and NFPA 24 .7.3.6, the current location and installation of the P.I.V. Valve and Double Check Valves are non-compliant.

 02/19/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1318 kit

 02/19/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1319 gyp shft storage rm 123

 02/24/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1330, sec msh

 02/24/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1331

 02/24/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1335

 02/24/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1300.1 overhead, all trades(2/24/2020 1:50 PM RB) 1) Many areas still need labeling, patching of MONO KOTE sealing of penetrations, insulation on water lines, fire sprinkler labels. Areas that are connected to the soffits in day rooms will be allowed to cover up the ceilings due to being readily accessible. Walked through this with Terry B.

 02/25/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N #147 no IR(2/25/2020 4:24 PM RB) 1) The security wire infill in the guardrails along the stairways and the mezzanine deck guardrails, in all dayrooms are loose and have potential to become a weapon if worked out of place. Please have addressed. See pictures.

 02/26/2020DRIVEWAYRick BarrieauCORRECTIONSc/n #151 C/N #151 1) Per elevations on page C-112, the"parking spur" between the opposing curbs on the west and east sides should create a slope between of max 2.9 percent cross slope. Currently the slope is average 5% cross slope. Please verify the elevations of each curb and double check/confirm cross slope percentage.

 02/26/2020SPRINKLER - HYDRO/ROUGHRick BarrieauCORRECTIONSc/n #150(2/26/2020 11:11 AM RB) 1) Sprinkler hydro test failed in 3 locations causing water damage to adjacent areas. A) In dayroom 151 in the sheetrocked soffit west of chase #166 and above the stair landing. Chase 166 has a vertical duct that has insulation that is soaked. This will need replacing. B) In dayroom 260 in the sheetrocked soffit adjacent to chase #275. C) In the ceiling of corridor 281 near staff station 280. A coupler was loose. PLEASE TAKE NEEDED STEPS TO PROPERLY ADDRESS WET MATERIALS.

DRIVEWAYRick Barrieau

 02/27/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1329, overhead close in(2/27/2020 2:34 PM RB) FINAL OVERHEAD CLOSE UP INSPECTION. 1) Work not ready. Many areas lack needed Mono-Kote patching in the ceiling and some fire spray touch up needed on backside of shaft in hallway # 553. All trades to go through ceiling and complete work. Next inspection is a .1, I.R.

 02/28/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1341 sec lath rm 360

 02/28/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1342 rms 339,348,359

 03/02/2020ROUGH ELECRick BarrieauAPPROVEDIr 1346 elec panel rm 549(3/2/2020 1:52 PM RB) 3 panels on south wall.

 03/02/2020ROUGH MECH.Rick BarrieauCORRECTIONSc/n 153(3/2/2020 3:43 PM RB) 1) Per SMACNA requirements and spec section 23-31-13, 3.3 B, 7, continuous angles screwed to the duct and bearing on the floor of the vertical ducts in all chases are to be installed at floor and ceiling levels. 2) This was mentioned in a earlier inspection on 1/8/20. see notes from that inspection. see item #4 below. (1/8/2020 12:28 PM RB) Please make sure work is ready for inspection before request. 1) Seal joint in duct in ceiling above chase 241 in dayroom 252. 2) Provide access in the soffits above mezz decks at each corner of the soffit for inspection. Currently security mesh is installed. 3) Assure all duct strapping is done before inspection. 4) NOTE: Per smacna requirement and spec section 23-31-13, 3.3, B, 7, all duct running vertically down the chases from mezz ceiling need horizontal angle supports at ceiling/floor levels throughout all cell chases.

 03/03/2020DRIVEWAYRick BarrieauCORRECTIONSc/n 154(3/3/2020 3:48 PM RB) 1) Curb south of M line wall in sally port area doesn't have the required minimum curb above asphalt per RFI 516.002, retaining wall detail on drawing SK-1. Some asphalt will be be higher than the curb at the grade break. see pic- 2) The sidewalk edge west of and parallel to line 3 at the sally port area should be flush with the walk. See flush curb detail, RFI 516.002 DWG SK-1. The northern corner will be too low after paving to be flush. See pics

 03/05/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1355

 03/05/2020HVACRick BarrieauAPPROVEDIR 1356 flx duct Tbar

 03/05/2020ROUGH ELECRick BarrieauAPPROVEDIR 1357 Elec panel

 03/05/2020FRAMERick BarrieauAPPROVEDIR 1358 frame rm 139

 03/05/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1359 gyp 329,360,217,218,242

 03/05/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1360, sec msh 443,458

 03/04/2020SHEETROCK NAILRick BarrieauAPPROVEDIR IR 1364 showers

 03/04/2020SHOWER PANRick BarrieauAPPROVEDIR 1365 sh pans

 03/06/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N #155(3/6/2020 2:34 PM RB) 1) Line E and line 10 intersection near the ceiling of the mezz deck, has a large crack that needs the attention of the structural engineer. SEE PICS

 03/05/2020TBAR CEILINGRick BarrieauCORRECTIONSir 1348 T-BAR C/N 156 area D(3/6/2020 3:07 PM RB) 1) Many areas of T-Bar ceiling throughout upstairs C and D quads have steel stud "kickers" in lieu of detail 9 of page A-551 and detail 1 of page A-551. 2) Please assure the electrician gets all lights supported from each corner per detail 1 of page A-551.

 03/06/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1362, soffit drywall is dry(3/6/2020 10:38 AM RB) Sprinkler damage repair

 03/06/2020MISCRick BarrieauCORRECTIONSIR 1363 parapit =laddres(3/6/2020 10:41 AM RB) No access to roof, no-one from Harris available, searched for Tom couldnt find.

 03/09/2020WATER PIPINGRick BarrieauCORRECTIONSIR 1366, C/N 157(3/9/2020 3:02 PM RB) 1) All lines to be a minimum of 24 inches deep throughout. A) All Tee's and couplers to be installed for the water test. B ) Water test to be at 150 psi for 6 hrs per spec 32-80-00, 3.07, D,2. C) Provide sufficient cover for the line at the North west corner, near gate. 2) Please obtain answered RFI for for how to proceed when rock or other utilities are encountered. 3) Give spec number and related paperwork on IR. THIS INSPECTION WAS CONDUCTED WITH LANDSCAPE ARCHITECT JEFF AZEVEDO. Sub to put in a .1, I.R.

 03/11/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1371 ladder attach,c/n 160(3/11/2020 6:22 PM RB) 1) Interior hatch Ladders are missing walls brackets at the lower end per detail 2 of A-511. Please install or get approval through design team for as built condition.

 03/12/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1375 Toe kick attach

 03/12/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N 159, Low Bollard @ M line(3/12/2020 3:36 PM RB) 1) After paving along M line, near vehicle sally port, the west bollard near the fire door was shortened to nearly 2ft. Please adjust and to get get 3 ft 6 inch height per detail 20 of AS 501. Concrete Pier needs to be up to paved elevation.

 03/12/2020WATER PIPINGRick BarrieauCORRECTIONSIR 1366.1 c/n 158, landscape lines(3/12/2020 3:42 PM RB) 1) Pressure gauge not holding. Dropped a few pounds in 20 minutes. Checked a few hours later and it had dropped 15 pounds. 2) Many areas of the main lines are still less than 24 inches deep. 3) Please schedule to have Landscape Architect do a on site inspection. Request another inspection with .2

 03/16/2020MISCELLANEOUSRick BarrieauCORRECTIONSc/n 161(3/16/2020 3:42 PM RB) 1) Many areas have leaks in the building. See pictures for rooms and where leaks come from. Areas found, 1) Stairwell, rm 502 lobby, storage 529, storage 620 hatch, rm 543 storm drain, rm 112 vestibule, corridor 113 elec cond, sally rec rm 100, multi purpose 126, dayroom 151, dayroom 260.

 03/17/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1379 flex grill

 03/17/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1380 fin overhead(3/17/2020 3:50 PM RB) 1) All trades have more work-not ready

 03/17/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR fin overhead(3/17/2020 3:49 PM RB) 1) All trades have more work

 03/17/2020ROUGH ELECRick BarrieauAPPROVEDir 1372 panel insp

 03/17/2020DRAINAGERick BarrieauCORRECTIONSC/N 162 Storm drain(3/18/2020 3:05 PM RB) 1) Storm Drain System on the south- west end of the building is clogged. Please arrange for the Storm Drain System to be cleaned and inspected by county inspector. See picture

 03/18/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1384 toe kick attach

 03/24/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1395 final ceiling close up(3/24/2020 3:36 PM RB) Many areas in area B dayrooms and others listed on the IR have mono coat patching, labeling, hanger rods adjustment, openings needing sealing, ect. Sent singh a email telling him what happened and told him inspection will be ready per Fred of Harris construcftion.

 03/24/2020STUCCO LATHRick BarrieauAPPROVEDIR 1394 ext soffits

 03/24/2020TBAR CEILINGRick BarrieauAPPROVEDIR 1393 lights fixtures only

 03/24/2020FRAMERick BarrieauAPPROVEDIR 1376 store frnt frme

 03/24/2020SPRINKLER - HYDRO/ROUGHRick BarrieauAPPROVEDIR 1377 sprnk psi test(3/24/2020 11:05 AM RB) held 200 psi for 6 + hrs. OK

 03/12/2020MISCELLANEOUSRick BarrieauAPPROVEDIR 1329.3 ovrhd ceiling insp

 03/16/2020WATER PIPINGRick BarrieauAPPROVEDIR 1366.2 landscp lines press tst(3/24/2020 11:44 AM RB) This inspection is for the pressure only. PSI OK held at 130 psi for 7hrs

 03/25/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1397

 03/25/2020HVACRick BarrieauAPPROVEDIR IR 1399(3/25/2020 10:30 AM RB) REFER lines for pumps near elevator shaft tested at below 500 microns for 1 hr. OK. I visually verified. Tom, sub contractor will send me a report for the results.

 03/25/2020ANNULARRick BarrieauCORRECTIONSIR 1396 3rd party insp. for penetrations(3/25/2020 10:28 AM RB) 1) Many sprinkler penetrations are substandard regarding caulking and mineral wool. Other deficiencies are noted on CTS report for penetrations. 2) See Special Inspector report.

 03/26/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1395 ovrhead close up(3/26/2020 2:49 PM RB) 1) Continue patching mono coat and work on other misc. items per previous inspection on 3/24. (3/24/2020 3:36 PM RB) Many areas in area B dayrooms and others listed on the IR have mono coat patching, labeling, hanger rod adjustment, openings needing sealing, elec pull box in room 260 is against a ceiling beam, please lower and add mono coat. Sent singh a email telling him what happened and told him inspection will be ready per Harris construcftion. Please complete work and request another inspection as a .2.

 03/26/2020ROUGH ELECRick BarrieauAPPROVEDIR 1398 panel insp rm 161

 03/26/2020ROUGH MECH.Rick BarrieauAPPROVEDIR 1400 flx grll @ Tbar

 03/26/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1402 shaft rm 123

 04/01/2020MISCELLANEOUSRick BarrieauCORRECTIONSC/N 165, no IR Casework/outlet coordinat(4/1/2020 2:48 PM RB) 1) Per note #15 on page E-113D, Room #625, the outlets and casework are to be coordinated to be located inside of the casework. See photo.

 03/31/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1409 3rd layr shaft rm 123

 03/31/2020SHEETROCK NAILRick BarrieauAPPROVEDIR gyp 3rd lay rm 208

 03/26/2020STUCCO LATHRick BarrieauAPPROVEDIR 1403 ext ceiling ln L

 03/31/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1405 ovrhd close

 03/31/2020MISCELLANEOUSRick BarrieauCORRECTIONSIR 1395.1 ovrhd close

 04/01/2020STUCCO LATHRick BarrieauAPPROVEDIR 1401 sec lath

 04/01/2020SHEETROCK NAILRick BarrieauAPPROVEDIR 1417 rm 120 ceilig

 03/26/2020HVACRick BarrieauAPPROVEDIR 1407 c/n 150 clear