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Home My WebLink About2662 Gateway Rd; ; CBCA2017-0013; PermitPermit Print Date: 06/07/2019 Job Address: 2662 Gateway Rd Permit Type: BLDG-Associated Permit Commerci Work Class: Parcel No: 2132622100 Lot#: Valuation: $689,330.50 Reference#: Occupancy Group: Construction Type: # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check#: Plan Check#: Project Title: UPTOWN BRESSI RANCH Description: UPTOWN BRESSI: BUI LOI NG C • 11,650 SF RETAIL SHELL Applicant: SMITH CONSULTING ARCHITECTS NORMAN BARRITT 13280 Evening Creek Dr S San Diego, CA 92128-4101 858-793-4777 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) Owner: BRESSI RETAIL LLC 130 Vantis Dr, 200 Aliso Viejo, CA 92656-2691 858-526-6655 COMMUNITY FACILITIES DISTRICT (CFO) FEE -NON-RES ELECTRICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION LOCAL FACILITIES MANAGEMENT ZONE (LFMZ) • ZONE 17 MECHANICAL BLDG COMMERCIAL NEW/ADDITION/REMODEL PLUMBING BLDG COMMERCIAL NEW/ADDITION/REMODEL PUBLIC FACILITIES FEES -inside CFD SB1473 GREEN BUILDING STATE STANDARDS FEE SDCWA SYSTEM CAPACITY CHARGE 1-1/2" Displacement SEWER BENEFIT AREA FEES -H SEWER CONNECTION FEE (General Capacity all areas) SWPPP INSPECTION FEE TIER 1 -Medium BLDG SWPPP PLAN REVIEW FEE TIER 1-MEDIUM TRAFFIC IMPACT Commercial-Industrial w/in CFD WATER METER FEE 1-1/2" Displacement WATER SERVICE CONNECTION FEE 1-1/2" DISPLACEMENT-P WATER TREATMENT CAPACITY CHRG 1-1/2" Displacement Total Fees: $159,246.26 Total Payments To Date: New 4 DEV12023 VB PC2017-0015 $159,246.26 Status: Applied: Issued: Permit Finaled: Inspector: Final Inspection: Contractor: CSI CONSTRUCTION CO 27216 Burbank. {"city of Carlsbad Permit No: CBCA2017-0013 Closed -Finaled 11/06/2017 02/01/2018 AKrog 6/7/2019 12:05:59PM Foothill Ranch, CA 92610-2504 949-380-3900 Balance Due: $0.00 $2,607.00 $1,024.90 $0.00 $242.00 $170.00 $4,660.00 $104.00 $124.00 $12,S45.82 $28.00 $15,297.00 $6,780.56 $6,042.98 $238.00 $56.00 $90,S76.00 $606.00 $17,721.00 $423.00 1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.car1sbadca.gov PERMIT INSPECTION HISTORY REPORT (CBCA2017-0013) Permit Type: BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner: Work Class: Status: Scheduled Date 12/18/2018 01/10/2019 06/07/2019 June 07, 2019 New Issue Date: 02/01/2018 Subdivision: Closed -Finaled Expiration Date: 07/09/2019 Address: IVR Number: 7491 Actual Start Date Inspection Type Inspection No. 12(1812018 BLDG-34 Rough 079149-2018 Electrical Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency 01/10/2019 BLDG-34 Rough 080773-2019 Electrical Checklist Item BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency BLDG-Building Deficiency 06/07/2019 BLDG-Final 094092-2019 Inspection Checklist Item BLOG-Building Deficiency BLDG-Plumbing Final BLDG-Mechanical Final BLDG-Structural Final BLDG-Electrical Final BLDG-Fire Final 080884-2019 Checklist Item FIRE-Building Final Inspection Status Primary Inspector Partial Pass Andy Krogh COMMENTS Trash enclosures footings as noted on site plan Torque test on main switch gear Final pending t-24 and recheck of exterior gfcis Roof and walls Paased Andy Krogh COMMENTS EV chargers 8 locations Final pending t-24 and recheck of exterior gfcis Trash enclosures footings as noted on site plan Roof and walls Torque test on main switch gear Passed Andy Krogh COMMENTS Scheduled Cindy Wong COMMENTS BRESSI RETAIL LLC 2662 Gateway Rd Cansbad, CA 92009 Relnspection Reinspection Passed Yes Yes No Yes Passed Yes No Yes Yes Yes Passed Yes Yes Yes Yes Yes Passed No Complete Incomplete Complete Complete Incomplete Page 3 of3 PERMIT INSPECTION HISTORY REPORT (CBCA2017-0013) Permit Type: BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner: BRESSI RETAIL LLC Work Class: New Issue Date: 02/01/2018 Subdivision: Status: Closed -Finaled Expiration Date: 07/09/2019 Address: 2662 Gateway Rd Cansbad, CA 92009 IVR Number: 7491 Scheduled Actual Inspection Type Inspection Status Primary Inspector Relnspectlon Complete Date Start Date Inspection No. Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 06/28/2018 06/28/2018 BLDG-34 Rough 062667-2018 Partial Pass Andy Krogh Relnspectlon Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof and walls Yes 07/02/2018 07/02/2018 BLDG-17 Interior 062831-2018 Passed Andy Krogh Complete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Single sided at all party walls Yes BLDG-24 062832-2018 Passed Andy Krogh Complete RoughfTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof drains Yes 07/16/2018 07/16/2018 BLDG-13 Shear 063956-2018 Pasaed Andy Krogh Complete Panels/HD {ok to wrap) 09/05/2018 09/05/2018 BLDG-34 Rough 069084-2018 Partial Pass Andy Krogh Reinspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof and walls Yes 09/11/2018 09/11/2018 BLDG-18 Exterior 069670-2018 Partial Pass Andy Krogh Relnspectlon Incomplete Lath/Drywall Checklist Item COMMENTS Passed BLDG-Building Deficiency Partial north and east wall Yes 09114/2018 09/14/2018 BLDG-34 Rough 070041-2018 Partial Pass Andy Krogh Relnspection Incomplete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Trash enclosures footings as noted on site Yes plan BLDG-Building Deficiency Torque test on main switch gear Yes BLDG-Building Deficiency Roof and walls Yes 09/25/2018 09/26/2018 BLDG-17 Interior 071018-2018 Passed Andy Krogh Complete Lath/Drywall 10/18/2018 10(1812018 BLDG-Electric Meter 073664-2018 Passed Andy Krogh Complete Release 10/22/2018 10/22/2018 BLDG-33 Service 073792-2018 Passed Andy Krogh Complete Change/Upgrade June 07, 2019 Page 2 of3 PERMIT INSPECTION HISTORY REPORT (CBCA2017-0013) Permit Type: BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner: BRESSI RETAIL LLC Work Class: New Issue Date: 02/01/2018 Subdivision: Status: Closed -Finaled Expiration Date: 07/09/2019 Address: 2662 Gateway Rd Cansbad, CA 92009 IVR Number: 7491 Scheduled Actual Inspection Type Inspection No. Inspection Status Primary Inspector Relnspectlon Complete Date Start Date 02/02/2018 02./0212018 BLDG-SW-Pre-Con 047604-2018 Pasaed Andy Krogh Complete 02/08/2018 02/08/2018 BLDG-12 SteelfBond 048210-2018 Partial Pasa Andy Krogh Reinspectlon Incomplete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on card Yes 02/16/2018 02/16/2018 BLDG-12 SteelfBond 048884-2018 Passed Andy Krogh Complete Beam Checklist Item COMMENTS Passed BLDG•Building Deficiency As noted on card Yes 04/27/2018 04127/2018 BLDG-12 Steel/Bond 066291-2018 Passed Andy Krogh Complete Beam 06/22/2018 06/2212018 BLDG-16 068761-2018 Partial Pass Andy Krogh Relnspe<:tlon Incomplete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Edge nailing for parapet walls Yes 06/07/2018 06/07/2018 BLDG-14 060288-2018 Partial Pass Andy Krogh Reinspection Incomplete F rame/Steel/Boltlng/ Welding (Decks) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes BLDG-16 060289-2018 Partial Pass Andy Krogh Reinspection Incomplete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency As noted on plans Yes 06/18/2018 06/1812018 BLDG.13 Shear 061294-2018 Failed Andy Krogh Reinspection Complete Panels/HD (ok to wrap) Checklist Item COMMENTS Passed BLDG-Building Deficiency Not ready No 06/20/2018 06/20/2018 BLDG-13 Shear 061681-2018 Failed Andy Krogh Reinspection Complete Panels/HD (Ok to wrap) Checklist Item COMMENTS Passed BLDG•Building Deficiency Missing diagonal bracing, anchor bolts, hold No downs, straps 06/26/2018 06/26/2018 BLDG-14 061966-2018 Partial Pass Andy Krogh Relnspection Incomplete Frame/Steel/Bolting/ Welding (Decks) June 07, 2019 Page 1 of3 «i~ ~ C1y y Or CARLSBAD ~i';{:._,") w.w~. se:w7<.ers,11sa ca,.,., Building Division INSPECTION RECORD It'.! INSP£cnoN RECORD CARD WITH APPROVED PLANS MUST BE KEPT ON THE JOB CBCA2011-0013 2662 GA TEWA y RO ''iREC:::""""' C. "·"" s, RETAIL s,eu @ CALL BEFORE 3:00 pm FOR NEXT WORK DAY INSPECTION @ FOR BUILDING INSPECTION CALL: 760-602-2725 OR GO TO; WWW.Carlsbadca.gov/Buildl!!g AND CLICK ON "Re uest lnspectio ·· DEV 1 023 2132622100 PC2017-0015 111612017 DATE: I [ CBCA2017-0013 II "YES"" Is eheeked below that DMsioo•s app,0,.1 Is ,eq,i,ed ,lo, to" oostlo • Fioal Boildi,g lo,pealoo. II YO• ,.,, a,y qo,st10,s pl,as, eall the applleable dl,isloo, •t the pho,o .,_mbe,s p,o,lded below.••" •II"'""' '''"'"s '" sigoed off-la, t, 760-602-8560, •m•H to bid ;., eetloos@ea,isbill_.,.,,, o, b,iog lo• COPY of this ea,d to, 1635 Fa,aday A,o., C"isbad. STORM WATER PRECON MEETING REQUIRED 760-602-2725 IF MARKED ''YES", APPROVAL REQUIRED PRIOR TO REQUESTING BUILDING Allow 24 hours Fire Prevention Planning/landscape REINFORCED STEEL MASONRY PRE GROUT 0 GROUT O WALL DRAINS TILT PANELS POUR STRIPS COLUMN FOOTINGS SUBFRAME O FLOOR □ CEILING ROOF SHEATHING EXT. SHEAR PANELS □ SEWER &c BL/CO UNDERGROUND □WASTE D WTR TOP OUT □ WASTE □ WTR TUB & SHOWER PAN □ GAS TEST □ GAS PIPING WATER HEATER SOLARWATER IUQ-RNAL POOL EXCAV / STEEL PLUMBING ElEC CONDUIT/ WIRING ll'OTEJfflAL BOND :EPUSTER I FDCE/ ALARMS ,., IUIIITE IUNI-FINAL Date Date 760-602-4660 Allow 48 hours 760-944-8463 Allow 48 hours 760-438-3891 UNDERGROUND (11,12,21,31) #82 DRYWAU,EXT LATH, GAS TES (17,18,23) Ins ctor #83 ROOFSHEATING, EXTSHEAR(13,15) #84 FRAME ROUGH COMBO (14,24,34,44) Ins r #SS r-Bar (14,24,34,44) A/S UNDERGROUND VISUAi. A/S UNDERGROUND HYDR A/S UNDERGROUND FLUSH A/S OVERHEAD VISUAL A/S OVERHEAD HYDROSTATIC AjS FINAL F/A ROUGH-IN F/AFINAL FIXED EXTINGUISHING SYSTEM ROUGH-IN FIXED EXTING SYSTEM HYDROSTATIC TEST FIXED EXTINGUISHING SYSTEM FINAL MEDICAL GAS PRESSURE TEST MEDICAL GAS FINAL COl'YOFCARD REOUIR£0 SEE 11,\CI( FOR SPECIAL NOTES .. ifilMOORE TWINING Dote: 04-27-18 FIELD DAILY INSPECTION REPORT Client Name: SHEA PROPERTIES Project Name: Project Address: 2662 Gateway Rd., Carlsbad, CA Permit No: CBC2017-0013 Plan Date: 5-19-17 General Contractor: CSI Inspector: DAVID BARNETT Certification Number: ICC 5228298 MTA Project No.: 056625.01 Store No.: Bldg. C Building Code: CBC 2016 Specification Date: 2-15-18 Subcontractor: Exp. Date: 2020 Page 1 of 1 □ Building Pad □ Utilities D Pavement Sub-grade D Pavement Base D Pavement AC □ PCC Pavements D Off-Site Improvements □ Sidewalks D Curb & Gutter I Foundations I Slab-On-Grade □ Columns D Beams D Walls □ Trusses □ Deck □ Suspended Floors □ Roof □ Rack and Shelving □ Light Gauge Interior Walls/Framing □ Pre-Cast Concrete □ Other □ Sampling D Earthwork Observation & In-Place Density Testing □ Reinforcing Steel Inspection D Concrete Sampling □ Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.) □ Batch Plant Inspection D Moisture Vapor Emission Testing □ Floor Slab Relative Humidity Testing D Slip-Resistance Testing D Floor Flatness Testing D Glass Measurements □ Joint Sealer Inspection □ Anchor Bolt Inspection and Testing □ Field Welding Inspection □ Shop Welding Inspection D NDT □ HS Bolt Testing □ Spray Fire Proofing Inspection and Testing □ Masonry Inspection □ PaintThickness Testing □ Roof Inspection □ Coring D Sample Pickup D Other Inspection Date: 04-27-18 I Initial Inspection □ Re-Inspection Weather: Clear Samples Taken □ Yes I No Time Samples Taken: □ Out-of-Scope Inspection or Testing Arrived on site 12:00 for building footing and slab on grade reinforcement with :ASTM A615 Gr. 60 reinforcement: Interior Footing at lines 1.6 / A.3 to A.7 per 2A & 11 / S701, Perimeter Footings at lines 2 / A to D, B / 1 to 2, B / 1 to 2, A/ 1 to 2 per 17A I S701, 3A I S701 4 I S701 Typ, 12 / S701. 5" Slab on Grade with #3 at 18" O.C.E.W. perS.C.1,1, Reinforcement noted above is secured in place to maintain required clearances and is in compliance with the approved plans and specifications .. Report Continued □ Yes I Na work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: I Yes □ No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com QA Review-Initials. Inspector's Signature ~~ ;, Date: 04-27-18 Supervisor's Signature Date: Engineer's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were perfonned in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. /iiHMOORE TWINING Date: 04-27-18 FIELD DAILY INSPECTION REPORT Client Name: SHEA PROPERTIES Project Name: Project Address: 2662 Gateway Rd., Carlsbad, CA Permit No: CBC2017-0013 Plan Date: 5-19-17 General Contractor: CSI Inspector: DAVID BARNETT Certification Number: ICC 5228298 MTA Project No.: 056625.01 Stare No.: Bldg. C Building Code: CBC 2016 Specification Date: 2-15-18 Subcontractor: Exp. Date: 2020 Page 1 of 1 □ Building Pad □ Utilities D Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements o Sidewalks o Curb & Gutter D Foundations D Slab-On-Grade D Columns D Beams D Walls D Trusses D Deck D Suspended Floors o Roof o Rack and Shelving o Light Gauge Interior Walls/Framing o Pre-Cast Concrete o Other □ Sampling □ Earthwork Observation & In-Place Density Testing D Reinforcing Steel Inspection D Concrete Sampling D Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing o Floor Slab Relative Humidity Testing o Slip-Resistance Testing o Floor Flatness Testing D Gloss Measurements o Joint Sealer Inspection □ Anchor Bolt Inspection and Testing D Field Welding Inspection D Shop Welding Inspection D NDT D HS Bolt Testing □ Spray Fire Proofing Inspection and Testing D Masonry Inspection D Paint Thickness Testing □ Roof Inspection D Coring D Sample Pickup I Other Epoxy Inspection Date: 04-27-18 Samples Taken D Yes I No Time Samples Taken: I Initial Inspection D Re-Inspection D Out-of-Scope Inspection or Testing Weather: Clear Observed preparation and installation of Epoxy anchors using Simpson XP Epoxy exp. date 4-19-19. per 17 & 17A I S804. (32) #5 Horizontal bars with 4" embedment in to the cast in place wall with 3/4" x 4" holes at lines 1 / A (2) 3/4" all thread rods with 8" embedment in to the cast in place wall at A /1 with 7/8" x 8" holes. 3/4" and 7/8" holes were dry, cleaned with a brush and blown out with compressed air. Epoxy anchors installation noted above is in compliance with the manufacturers recommendations. Report Continued o Yes I No work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: I Yes D No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com QA Review -Initials. Inspector's Signature ~..:::i:;,# :::, Date: 04-27-18 Supervisor's Signature Date: Engineer's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our finn is not responsible for construction safety. Our services were perfonned m accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. l,jff MOORE TWINING Date: 5/31/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: The Square at Bressi Ranch Project Address: 2622 Gateway, Carlsbad, CA PermitNo CBCA2017-0013 Plan Date 11/4/17 General Contractor: CSI Inspector: Ethan Moore Certification Number: ICC 52144 78 MTA Project Na.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11/4/17 Subcontractor: PCI Exp. Date: 7 /4/19 Page 1 of 1 □ Building Pad □ Utilities □ Pavement Sub-grade □ Pavement Base □ Pavement AC □ PCC Pavements D Off-Site Improvements D Sidewalks D Curb & Gutter D Foundations D Slab-On-Grade D Columns □ Beams I Walls D Trusses □ Deck D Suspended Floors D Roof □ Rack and Shelving D Light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other D Sampling □ Earthwork Observation & In-Place Density Testing □ Reinforcing Steel Inspection □ Concrete Sampling □ Concrete Placement Inspection (including saw-cut depth, CO monitoring, curing, etc.) D Batch Plant Inspection □ Moisture Vapor Emission Testing □ Floor Slab Relative Humidity Testing D Slip-Resistance Testing □ Floor Flatness Testing □ Gloss Measurements D Joint Sealer Inspection D Anchor Bolt/ Epoxy Inspection D Field Welding Inspection □ Shop Welding Inspection D NDT □ HS Bolt Testing □ Spray Fire Proofing Inspection and Testing D Masonry Inspection □ Paint Thickness Testing D Roof Inspection □Coring □ Sample Pickup I Other shear wall nailini:i Inspection Dale: 5/31/18 Samples Taken D Yes I No Time Samples Taken: I Initial Inspection D Re-Inspection D Out-of-Scope Inspection or Testing Weother: cloudy At Building C, sections of wood panel were nailed to framing for the sections of shear wall at the north side line A, 1-1.7, the east side line 2, A.2-A.5, and the interior shear wall by line 1.6. Nailing has not yet been performed at line 2, A.7-B and that section remains in progress. Per the nailing schedule 12/S-502, 10d nails were used, with a spacing of 3/12 on the east side and interior shear wall, and 4/12 on the north side. Nails found to miss framing were replaced with new nails. Report Continued o Yes I No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: Ii Yes □ No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwininq.com Inspector's Signature Date: 5/31/18 Supervisor's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were perfo1111ed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. fiiidMOORE TWINING Date: 5/29/18 FIELD DAILY INSPECTION REPORT Client Nome: Shea Properties. Project Name: Shea Proo. Carlsbad.Bressi Ranch Project Address: Gateway Rd, Carlsbad, CA. Permit No: GR2017.0015 Plan Date: General Contractor: CSI Inspector: MICHEIL SAAD Certification Number: 5198968 City # 886 MTA Project No.: D56624.01 Store No.: Building Code: 2013 Specification Date: Subcontractor: Exp. Dote: 6/29/2018 Page 1 of 1 D Building Pad D Utilities D Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements o Sidewalks o Curb & Gutter D Foundations D Slab-On-Grade D Columns D Beams I Walls D Trusses D Deck D Suspended Floors D Roof D Rack and Shelving D Light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other o Sampling □ Earthwork Observation & In-Place Density Testing D Reinforcing Steel Inspection D Concrete Sampling D Concrete Placement Inspection (including sow-cut depth , CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing o Floor Slab Relative Humidity Testing D Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements D Joint Sealer Inspection D Anchor Bolt/ Epoxy Inspection D Field Welding Inspection D Shop Welding Inspection □ NDT D HS Bolt Testing D Spray Fire Proofing Inspection and Testing D Masonry Inspection D Paint Thickness Testing D Roof Inspection □ Coring o Sample Pickup I Other Shear wall nailinQ Inspection Dote: 5/29/18 Samples Taken D Yes D No Time Samples Taken: I Initial Inspection o Re-Inspection D Out-of-Scope Inspection or Testing Weather: Clear On site as requested to observing the out side Plywood shear wall nailing for building [E]. The concrete used nail size 1 0d [common wire nails] as follow: -Nails spaced at 3" on center for the walls along grid line B between grid line 1 and 2. -Nails spaced at 3" on center for the walls along grid line A.1 between grid line 1 and 2 for out side wall. -Nails spaced at 4" on center for the walls along grid line 2 between grid line A and B. Work complete for out side plywood shear wall nailing as per detail S-E-1.0 and shear wall nailing schedule detail 12/S502. End of report Report Continued o Yes I No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: Ii Yes o No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwininq.com Inspector's Signature ~...!~.,,.·d..,,,....,====-- Supervisor's Signature Date: 529/18 Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were performed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. /,idMOORE TWINING Date: 4/28/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: The Square at Bressi Ranch Project Address: 2662 Gateway, Carlsbad, CA MTA Project No.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 3 Permit No: CBCA2017-0013 Plan Date: 1114/17 General Contractor: CSI Subcontractor: DiCarlo Concrete Inspector: Ethan Moore Certification Number: ICC 52144 78 Exp. Dote: 11/18/20 I Building Pad o Utilities D Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements o Sidewalks □ Curb & Gutter D Foundations D Slab-On-Grade D Columns D Beoms D Walls D Trusses D Deck D Suspended Floors o Roof o Rock and Shelving o Light Gauge Interior Walls/Framing D Pre-Casi Concrete D Other o Sampling □ Earthwork Observation & In-Place Density Testing D Reinforcing Steel Inspection D Concrete Sampling I Concrete Placement Inspection (including saw-cut depth, CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing o Floor Slab Relative Humidity Testing o Slip-Resistance Testing o Floor Flatness Testing o Gloss Measurements D Joint Sealer Inspection D Anchor Bolt/ Epoxy Inspection D Field Welding Inspection D Shop Welding Inspection D NDT D HS Bolt T esling D Spray Fire Proofing Inspection and Testing D Masonry Inspection D Paint Thickness Testing D Roof Inspection D Coring o Sample Pickup D Other lnspecllan Dote: 4/28/18 I Initial Inspection D Re-Inspection Weather: sunny Samples Taken o Yes I No Time Samples Taken: o Out-of-Scope Inspection or Testing Concrete was placed for the slab for Pad C. The rebar was inspected yesterday, 4/27/18. 280 yards of Cemex mix #1577781 4500 psi were placed. The concrete was placed by boom pump. Consolidation was performed using a vibrating screed. Sampling was performed by an ACI tech. Report Continued I Yes o No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: Iii Yes o No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com Inspector's Signature ~ Supervisor's Signature Date: 4/28/18 Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were performed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. MOORE TWINING Page 2 of 3 ----REINFORCING STEEL AND CONCRETE REPORT Date: 4/28/18 ---------- Project Name: The Square at Bressi Ranch MT A Project No.: D56624.01 ------------- Store No.: na Inspector (Print): Ethan Moore Project Address: 2662 Gateway _____ ;..._ _______ _ Certification No.: ICC 5214478 City, State: Carlsbad, CA ----'---------Weather: sunny CI i en t Name: Shea Properties ___ ....;.. _________ _ General Contractor: CSI Approved Project Plans Dated: _1_1_/4_1_17 _____ _ Specifications Dated: 11 /4/17 ---------Code/Acceptance Standards: 2016 CBC ---------Reference Section: 03300 -------------Bui Id in g Permit/ DSA No· CBCA2017-0013 .. □REINFORCING STEEL □Footing □Sidewalk/ Curb □Slab on grade OTilt-up Wall Panels □Elevated Deck □shear Walls OOther: OFormWork Ovapor Barrier 0 Reinforcing Steel OsubGrade □Anchors □Prr Tendons DUiier Ground Oother Grid Line/ Location: IZJCONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY □Foundation 0 Sidewalk / Curb @Slab on grade OTilt-up Wall Panels 0 Elevated Deck OOther: Supplier: Cemex Concrete Mix Design No.: 1577781 Required Strength: 4500 psi Yards Placed: 280 Method Placed: boom pump Consolidated By: vibration Other: 0 Please see attached Concrete Sampling Data Report Discrepancies Issued: IZINo Inspector Signature CORPORATE 2527 Fresno street Fresro, CA 93721-1004 (1559) 26S. 7021 Fax 268-7126 --= LJ Yes (If yes, see attached Discrepanc y Report) CORONA 500 Harrington Street, ste.I1 Ccrona, CA 92879 (951) 898-8932 Fax 89S-.8974 MONTEREY 501 Ortiz Avenue Sand City, CA 93955 (831) 392-1056 Fa< 392-1059 4/28/18 Date SACRAMENTO 5675 Power1nn Road, Suite c Sacramerto, CA 95824 (916) 381-9477 Fa< 381-9478 Project Name: Sample Sample No. Type Inspector Signature h.if MOORE TWINING Page~ of _3 __ Date: 4/28/18 The Square at Bressi Ranch MTA Project No.: 056624.01 CONCRETE SAMPLING DATA REPORT Truck# Ticket# CORPORATE 2527 Fresno Street Fresro, CA 93721-11114 (1559) 268-7021 F&ll 268-7126 Batch Time Ambient Truck Time Em•N Tamp Ethan Moore Inspector Print CORONA 500 HalTlngton Street, ste.11 ccrona. CA 92879 (~1)896-8932 Fax 998,-8974 Concrete Slump Temp MONTEREY 501 Ortiz Avenue Sand Ctly, CA 93955 (831)392-1056 fl:f( 392-1009 Water Added Onalta Untt Air Waight Content 4/28/18 Date SACRAMENTO 5675 P0¥11erlnn Road, Suite c Sacramerto, CA 95824 (916) 381-9477 Fae 381-9478 Sample Location I - /iiff MOORE TWINING Dote: 6/27 /18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: Square at Bressi Ranch Project Address: 2662 Gateway Rd, Carlsbad, CA Permit No CBCA2017-0013 Plan Date 11 /4/17 MTA Project No.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 2 General Contractor: CSI Subcontractor: Cam bell Certified Inspector: than Moore Certification Number: ICC 52144 78 Exp. Date: 7/4/19 □ Building Pad □ Utilities □ Pavement Sub-grade D Pavement Base D Pavement AC □ PCC Pavements D Off-Site Improvements □Sidewalks □ Curb & Gutter □ Foundations □ Slab-On-Grade □ Columns □ Beams □ Walls □ Trusses □ Deck □ Suspended Floors □ Roof □ Rack and Shelving □ Light Gauge Interior Walls/Framing □ Pre-Cast Concrete I Other canopy framing D Sample Pickup D Earthwork Observation & In-Place Density Testing D Reinforcing Steel Inspection D Concrete Sampling D Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.) □ Post Tension Concrete □ Moisture Vapor Emission Testing □ Floor Slab Relative Humidity Testing □ Slip-Resistance Tes ting □ Floor Flatness Testing □ Gloss Measurements □ Joint Sealer Inspection □ Anchor Bolt/ Epoxy Inspection ■ Field Welding Inspection □ Shop Welding Inspection □ NDT □ HS Bolt Testing □ Spray Fire Proofing Inspection and Testing □ Masonry Inspection □ Non-Shrink Grout □ Roof Inspection D Coring D Nailing/Wood Framing Inspection D Other Inspection Dale: 6/27/18 Samples Taken D Yes I No Time Samples Taken: I Initial Inspection □ Re-Inspection □ Out-of-Scope Inspection or Testing Weather: sunny Welding was performed for the attachment of galvanized HSS canopy sections and C-channel canopy at Pad C south side. HSS "eyebrow" canopy frames were welded to the HSS columns at line Bat 1.1 and 1.3. The joints were flare-bevel per detail 17/S503. The C-channel frame was welded to the HSS columns at 1.9-B with fillet welds top and bottom and flare bevel weld along the front face per detail 17/S503. Per RFI #87, the top, bottom and front were welded because wood framing in place prevented welding of the back side. Welding was performed by the welder Jesse Barnett using FCAWwith E71T-8. Report ContlnuedlE!Yea(]No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specificaijons:§Yes0No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com Inspector's Signature Date: 6/27/18 Supervisor's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were performed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. I fiilMOORE TWINING FIELD WELDING INSPECTION REPORT Project Name Square at Bressi Ranch Store# .::";;;• ____________ Date of Inspection .:6;.;/2;.;7.;./1;.;8;_ ______ _ Project Address 2628 Gateway, Ca~sbad, CA Detail(s) _;1.;.7/c:S.:.50,;.;3;._ _________ MTA Project No. .:Dc:56;;;6;:;2:.;4.;..0:..;1 _____ _ Approved Plans ..:1.::1/..:4..:/1.;.7 _____________ Specillcations 11/4/17 Inspector (Print) _E_th_a_n_M_oo_re ____ _ Bul~lng Pennit/DSANo. CBCA2017-0013 Process FCAW WELD/CONNECTION TYPES MEMBER/JOINT TYPES AS Arr..-.potWeld seam to Beam PC Plate to l.olumn ce complete 11111R1111Tion Groove Weld RC Beam to COiumn TA Tube Steel to Angle '" Flare -1~roove Weld cc Column to COiumn TR Tube Steel to N.D.T. T•,. FW FIiiet Weid DB Oeci< to Beam AB Angle to Beam V ocouaJ "" 1"'8nemmnn hfOOV8 Weld hK Gusset Plate to Beam TS T"be to IU "'61 u, trason1c I WU!OQ .. Stsel Stud hL Gusset Plate to Column JC Joist to l.:ilrder Ml MagneUc l"llfical Testing AA Angle to Angle "' Rebar to Angle UT Dye Penetrant Testing PB Plate to Beam AJ Angle to Joist Detail Weld/Connection MemberlJolnt Item N.D.T. -R~oet In Complelt Remarks/Notes Type T-Type --171S503 FB BC HSS canopy beam to HSS column at tine B, 1. 1 and 1.3 V X 17/S503 FB/FW BC C-channel canopy beam to HSS column at B-1.9 V X X Notes:--------------------------------------------- D~crepancies Issued: @ No O Yes (If yes, see attached Discrepancy Report) ,2_,d--~ ~ ICC5214478 Inspector Signature cc:::::: AWS/ICC Certification No. ro_,. ,.,,,,,..,"",..,_ r,e,ro c,. 9)>11,100-, ';!;',';:;&;'.~~-· ro~~ ·,w ~, • .,,r-o,,~--,... ., """"' c .... .,,,, 1..,,,., .... ,io '""'''"'"" ~~, C'Ji'-°"''"'"'-" ~l'lOC,fy ,,_,.,.')'! 1:~',';/",'~o' 6127/18 Date --, . ..,,,,.,,,.,.,.,00~, ... s..,.,. '"'"''"''" ,: .. ,'IC,., ,;;:i,~~-;~~, , fiiidMOORE TWINING Date: 6/27/18 FIELD DAILY INSPECTION REPORT Client Nome: Shea Properties Project Name: Square at Bressi Ranch Project Address: 2662 Gateway Rd, Carlsbad, CA Permit No: CBCA2017-0013 Plan Date: 11 /4/17 MTA Project No.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 2 General Contractor: CSI Inspector: Ethan Moore Certification Number: ICC 5214478 Subcontractor Campbell Certified Exp. Dote: 7/4/19 □ Building Pad □ Utilities □ Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements D Sidewalks D Curb & Gutter D Foundations D Slab-On-Grade □ Columns □ Beams □ Walls □ Trusses D Deck □ Suspended Floors □ Roof □ Rack and Shelving □ light Gauge Interior Walls/Framing □ Pre-Cast Concrete I Other canopy framing □ Sample Pickup □ Earthwork Observation & In-Place Density Testing D Reinforcing Steel Inspection D Concrete Sampling □ Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.)□ Post Tension Concrete D Moisture Vapor Emission Testing □ Floor Slab Relative Humidity Testing D Slip-Resistance Testing □ Floor Flatness Testing D Gloss Measurements □ Joint Sealer Inspection □ Anchor Bolt/ Epoxy Inspection ■ Field Welding Inspection □ Shop Welding Inspection D NDT □ HS Bolt Testing □ Spray Fire Proofing Inspection and Testing □ Masonry Inspection □ Non-Shrink Grout D Roof Inspection D Coring D Nailing/Wood Framing Inspection D Other Inspection Dote: 6/27/18 Samples Taken D Yes I No Time Samples Taken: I Initial Inspection D Re-Inspection □ Out-of-Scope Inspection or Testing Weather: sunny ,_, Welding was performed for the attachment of galvanized HSS canopy sections and C-channel canopy at Pad C south side. HSS "eyebrow" canopy frames were welded to the HSS columns at line B at 1.1 and 1.3. The joints were flare-bevel per detail 17/S503. The C-channel frame was welded to the HSS columns at 1.9-8 with fillet welds top and bottom and flare bevel weld along the front face per detail 17/S503. Per RFI #87, the top, bottom and front were welded because wood framing in place prevented welding of the back side. Welding was performed by the welder Jesse Barnett using FCAWwith E71T-8. Report ConttnuedlB]veaONo Work inspected as ouijined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specificabons:IE]Yea0No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwininq.com Inspector's Signature Date: 6/27/18 Supervisor's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our film is not responsible for construction safety. Our seivices were perfo1111ed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. fiilMOORE TWINING FIELD WELDING INSPECTION REPORT Project Name ..;S:.:qc:u.::•':.:•c:•::t.;;;B.;.re:.:•:.:•;..i R..;•::n.cchcc.. ________ Store # c.":.:• ____________ Date of Inspection 6127/18 Project Address .;;;2;:;62::;8:..G.::a:ct;:;ew::.•:,Yc:., .;;;C.::•~c:•:.:b.::•d:.:•..;C.;.A;_ _____ Delail(s) ..;1.:.7/:.:S:.:5.:.03:.._ _________ MTA Project No. D56624.01 Approved ~ans .,;1.;;1/;..4;,,;/1.:.7 _____________ Speclflcatlons 11/4/17 lnspector(Pnnt) Ethan Moore Building Permit f DSA No. .:;C.::BC:cA2=0..:.17:...-0:c0:..:1.::3 _____ Process FCAW WELD/CONNECTION TYPES MEMBER/JOINT TYPES " Arc Spot Weld Beam to ,am ,. Plate to Column c, t,nrnplele Penetration Groove Weld er. Beam to lumn A TuhA Steel to Angle Flare -Groove Weld cc Column to lumn T Tube :-.teel to Beam N.D.T. T ~ FW r-Mle!Weld DB Ded<to m A Angle to Beam V Visual "'~ net l,;jroove Weld "" Gusset Plate to RAam TuhA ~!eel to I ube tileel u, Ultrasonic 1esting ::steel ::itud GC Gusset Plate to Column J Joist to l;;lrder MT Magnetic t-'l:Wtical Testing .. Angle to Ango RA Rebar to Angle Dt Dye trant I esllng PB Plateto-m AJ Angle to Joist Detail WIid/Connection MembtrlJolnt ...... N.O.T. At<ept Reject In Complete RemarktMotff T-Type Type Progree1 17/$503 FB BC HSS canopy beam to HSS column at line B, 1.1 and 1.3 V X 17/S503 FB/FW BC C-channel canopy beam to HSS column at B-1.9 V X X Notes:--------------------------------------------- Docrepancies Issued: IZJ No □ Yes (tt yes, see attached Discrepancy Repoo) ~ ~ ICC 5214478 6/27/18 Inspector S<gnature == AWS/ICC cer1ificallon No. Date ~---','Ji,_,,,,~_.,,._. ,.,,,.,_.,.,.,.,~,..,,s_.. •. _ ~l"IOC..,, ,,, S:9'~ 11!:',;;:c:~· SIIC~"le,<o,,:;,~-i, 'l.!.:\~~·;;:;;' /riff MOORE TWINING Date: 6/7/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: The Square at Bressi Ranch Project Address: 2674 Gateway, Carlsbad, CA Permit No CBCA2017-0013 Plan Date: 11 /4/17 MTA Project No.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 3 General Contractor: CSI Subcontractor: DiCarlo Concrete Inspector: Ethan Moore Certification Number: ICC 5214478 Exp. Date: 11/18/20 D Building Pod D Utilities D Pavement Sub-grade D Pavement Bose D Pavement AC D PCC Pavements D Off-Site Improvements o Sidewalks o Curb & Gutter I Foundations D Slob-On-Grode D Columns D Beams D Walls D Trusses D Deck D Suspended Floors o Roof o Rack and Shelving o light Gauge Interior Walls/Framing o Pre-Cost Concrete D Other D Sampling D Earthwork Observation & In-Place Density Testing I Reinforcing Steel Inspection D Concrete Sampling D Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing D Floor Slob Relative Humidity Testing D Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements o Joint Sealer Inspection o Anchor Bolt/ Epoxy Inspection D Field Welding Inspection o Shop Welding Inspection o NOT D HS Bolt Testing D Spray Fire Proofing Inspection and Testing D Mosonry Inspection D Paint Thickness Testing D Roof Inspection D Coring D Sample Pickup D Other Inspection Date: 6/7 /18 I Initial Inspection D Re-Inspection Weather: sunny Samples Token D Yes I No Time Samples Taken: D Out-of-Scope Inspection or Testing Rebar is being placed for the Building H footings. The bars are being placed per the details on page S-701. Rebar is being placed for the pour strips along the perimeter and in the interior. Placement of bars and anchors is in progress and won't be completed today. Report Continued I Yes o No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: 11 Yes o No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com lnspector'sSignature ~ Date: 6/7/18 Supervisor's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsiblity to complete the project in accordance with the plans and specifications. Our finn is not responsible for construction safety. Our services were performed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. ' -~ -. MOORE TWINING Page 2 of 3 ----REINFORCING STEEL AND CONCRETE REPORT Date: 6ni18 ----------Project Name: The Square at Bressi Ranch MT A Project No.: 056624.01 -----------Store No.: _n_a ____________ _ 1 n spec tor (Print): Ethan Moore ----------- Project Address: ..:2..:6_62_G_a_te_w_a;..:y~--------Ce rt i fi cation No.: ICC 5214478 ------------- City, State: Carlsbad, CA ---'---------Weather: _s_u_nn-=y~---------- CI i en t Name: Shea Properties -----'-----------General Contractor: cs, Approved Project Plans Dated: 11 /4/17 Specifications Dated: 11 /4/17 ------------------ Code/Acceptance Standards: 2016 CBC Reference Section: 03300 -----------Bu ii ding Permit/ DSA No· CBCA2017-0013 .. IZJ REINFORCING STEEL @Footing □Sidewalk/ Curb □Slab on grade 0Tilt-up Wall Panels □Elevated Deck □Shear Walls Oother: □Form Work □Vapor Barrier IZI Reinforcing Steel □sub Grade □Anchors □PIT Tendons Dutter Ground Oother Grid Line/ Location: Building H footinos □CONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY □Foundation 0 Sidewalk / Curb □Slab on grade 0Tilt-up Wall Panels 0 Elevated Deck OOther: Supplier: Concrete Mix Design No.: Required Strength: Yards Placed: Method Placed: Consolidated By: Other: 0 Please see attached Concrete Sampling Data Report Discr a cies I ued: @No Inspector Signature CORPORATE 2527 Fresno Street Fresro, CA 93721-1804 (ei69) 268-7021 Fax 268-7126 U Yes If es see attached Discre anc Re ort ( y ' p y p ) CORONA 500 Harrington Street, ste.11 Corona, CA 92879 (951)898-8932 Fax 898-8974 MONTEREY 501 Orttt Avenue Sand City, CA 93955 (831) 392-1056 Fae 392-1059 6/7/18 Date SACRAMENTO 5675 Powerlnn Road, Suite c sacramerto, CA 95824 (916)381-9477 Fa< 381-947B Project Name: Sampl• Sample No. Typo '2,;1--: Inspector Signature i,iff MOORE TWINING Page~ 01_3_ Date: 6/7/18 The Square at Bressi Ranch MTAProjectNo.: D56624.01 CONCRETE SAMPLING DATA REPORT Truck# Ticket# ~ CORPORATE 2527 Fresno Street Fresro. CA 93721-1004 (~9) 268-7021 FIK 266-7126 Batch Time Ambient Truck Time Em••• Temp Ethan Moore Inspector Pnnt CORONA 500 Harrington Street. Ste.11 ca-ana, CA 92879 (91:il) 898-8932 Fax 898-8974 Concrete Slump Temp MONTEREY 501 Ortiz Avenue Sana City, CA 93955 (B31) 392-1056 F~ 392-Hl59 Water Added Onelte Untt Air Weight Content 6/7/18 Date SACRAMENTO 5675 POV11er1nn Road, Suite c sacramerto, CA 958.14 (916) 381-9477 flt( 381-9478 Sample Location fiidMOORE TWINING Date: 6/9/18 FIELD DAILY INSPECTION REPORT Client Nome: Shea Properties Project Nome: The Square at Bressi Ranch Project Address: 2674 Gateway, Carlsbad, CA PermitNo: CBCA2017-0013 Plan Dote: 1114/17 MTA Project No.: D56624.01 Store No.: na BuildingCoce: 2016 CBC Specification Date: 11 /4/17 Page 1 of 3 General Contractor: CSI Subcontractor: DiCarlo Concrete Inspector: Ethan Moore Certification Number: ICC 52144 78 Exp. Dote: 11 /18/20 □ Building Pad □ Utilities □ Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements □Sidewalks □ Curb & Gutter I Foundations I Slob-On-Grode □ Columns □ Beoms □ Wolls □ Trusses D Deck □ Suspended Floors o Roof o Rack and Shelving o light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other □ Sampling □ Earthwork Observation & In-Place Density Testing □ Reinforcing Steel Inspection □ Concrete Sampling □ Concrete Placement Inspection (including saw-cut depth, CO monitoring, curing, etc.) D Batch Plant Inspection □ Moisture Vapor Emission Testing D Floor Slab Relative Humidity Testing D Slip-Resistance Testing D Floor Flotness Testing D Gloss Measurements D Joint Sealer Inspection o Anchor Bolt/ Epoxy Inspection D Field Welding Inspection D Shop Welding Inspection o NOT □ HS Bolt Testing □ Spray Fire Proofing Inspection ond Testing □ Mosonry Inspection □ Paint Thickness Testing □ Roof Inspection D Coring D Sample Pickup D Other Inspection Dale: 6/9/18 I Initial Inspection □ Re-Inspection Weather: sunny Samples Taken I Yes D No Time Samples Taken: □ Out-of-Scope Inspection or Testing The wall and column footings and slab pour strips were poured for Building H today. The rebar was previously inspected on 6/8/18 by another inspector. 140 yards of Cemex mix #157787 4 4000 psi were placed at Building H today. The concrete was placed by boom pump and consolidated by vibration. Three samples were taken of the concrete placed at this building, with the following results: sample #1 slump 3. 75", air temp 68 and mix temp 83, Sample #2 slump 4.5" air temp 65 and mix temp 81, and Sample #3 slump 3", air temp 68 and mix temp 82. Report Continued I Yes □ No Work inspected as ouHined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: Iii Yes o No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com Inspector's Signature ~ Supervisor's Signature Date: 6/9/18 Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our seivices were perfonned in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. MOORE TWINING Page 2 of 3 _;_ __ _ REINFORCING STEEL AND CONCRETE REPORT Date: 6/9/18 -----------Project Name: The Square at Bressi Ranch MT A Project No.: 056624.01 -------------Store No.: _n_a ____________ _ 1 n spec tor (Print): Ethan Moore -------------Ce rt i fi cation No.: ICC 5214478 Project Address: 2662 Gateway ------'-----------------------City, State: _c_a_rl_s_ba_d..;.,_c_A _______ _ Weather: sunny ---=------------Genera I Contractor: CSI Client Name: Shea Properties ------'----------------------Approved Project Plans Dated: 11 /4/17 ---------Specifications Dated: _1_1_/4_/_17 _______ _ Code/Acceptance Standards: 2016 CBC Reference Section: 03300 -------------Bui Id in g Permit/ DSA No.: CBCA2017-0013 0 REINFORCING STEEL □Footing □Sidewalk/ Curb □Slab on grade □Tilt-up Wall Panels □Elevated Deck □shear Walls Oother: □Form Work □Vapor Barrier D Reinforcing Steel □sub Grade □Anchors □PIT Tendons DUiier Ground Oother Grid Line/ Location: @CONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY @Foundation 0 Sidewalk / Curb @Slab on grade □Tilt-up Wall Panels D Elevated Deck 0Other: Supplier: Cemex Concrete Mix Design No.: 1577874 Required Strength: 4000 psi Yards Placed: 140 Method Placed: boom pump Consolidated By: vibration Other: @Please see attached Concrete Sampling Data Report Discrepanci s Issued: @No Inspector Signature CORPORATE 2527 Fresno street Fresro, CA 93721-1804 (569) 268-7021 Fa>< 268-7126 c..::::: U Yes (If yes, see attached Discrepancy Report) CORONA 500 Han1ngton Street, Ste.11 Ccrona, CA 92879 (9.51) 698-8932 Fax B98-8974 MONTEREY 501 Ortiz Avenue Sand City, CA 93955 (831) 392-1056 f@( 392-1059 6/9/18 Date SACRAMENTO 5675 Power1nn Roaa, Suite c sacramerto, CA 95824 (916)381-9477 Fae 3B1-9478 /iilMOORE TWINING Page~of_3_ Date: 6/9/18 Project Name: The Square at Bressi Ranch MTA Project No.: D56624.01 CONCRETE SAMPLING DATA REPORT Sample Sample Truck# Ticket# No. Typo 1 4x8 10067852 27794487 2 4x8 10037102 27794617 3 4x8 10065804 27794823 ~, ----, .,,....,, <'.._ Inspector Signature CORPORATE 2527 Fresno Street Fm,no, CA 93721.1004 (~9) 268-7021 FIil! 268-7126 Batch Time Ambient Tnack Time Em""' Tamp 7:00A 8:30A 68 7:46A 9:05A 68 9:03A 9:59A 68 Ethan Moore Inspector Pnnt CORONA 1500 Harrington Street, Ste. l 1 Ccnma, CA 92879 (951)898-8932 Fax 898-8974 Concrete Slump Temp 83 3.75 81 4.5 82 3 MONTEREY 501 Ort~ Avenue sand City. CA 93955 {831) 392-1056 Fi!II! 392-1Cl59 Water Added Onan. 10 0 0 Unit Air Weight Content na na na na na na 6/9/18 Date SACRAMENTO 5675 Power inn Roa::1. Surte C Sacramerto, CA 95824 (916)381-9477 Far: 381-9478 Sample Location footing pour strip footing fidMOORE TWINING Date: 6/9/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: The Square at Bressi Ranch Project Address: 2668 Gateway, Carlsbad, CA MTA Project No.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 3 Permit No CBCA2017-0013 Plan Date: 1114/17 General Contractor: CSI Subcontractor: DiCarlo Concrete Inspector: Ethan Moore Certification Number: ICC 5214478 Exp. Date: 11 /18/20 □ Building Pad □ Utilities D Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements □ Off-Site Improvements D Sidewalks D Curb & Gutter I Foundations I Slab-On-Grade □ Columns D Beams D Walls □ Trusses D Deck □ Suspended Floors D Roof D Rack and Shelving D Light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other □ Sampling D Earthwork Observation & In-Place Density Testing □ Reinforcing Steel Inspection D Concrete Sampling □ Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing □ Floor Slab Relative Humidity Testing D Slip-Resistance Testing □ Floor Flatness Testing D Gloss Measurements D Joint Sealer Inspection o Anchor Bolt/ Epoxy Inspection D Field Welding Inspection □ Shop Welding Inspection □ NDT □ HS Bolt Testing □ Spray Fire Proofing Inspection and Testing □ Masonry Inspection □ PaintThickness Testing D Roof Inspection D Coring □ Sample Pickup D Other lnspectton Date: 6/9/18 Samples Taken I Yes □ No Time Samples Taken: I Initial Inspection □ Re-Inspection □ Out-al-Scope Inspection or Testing Weather: sunny Concrete was placed for the footings and pour strips for Building G today, after the pour for Building H. The rebar had been previously inspected on 6/8/18 by another inspector. 127 yards of Cemex mix #1577874 4000 psi were placed. The concrete was placed by boom pump and consolidated by vibration. Three samples were taken, with the following results: sample #4 slump 3.5", air temp 73 and mix temp 88, sample #5 slump 4", air temp 74 and mix temp 86, and sample #6 slump 4.5", air temp 76 and mix temp 86. The following discrepancy occurred: the Cemex mix #1577874 was used, however, the concrete submittal has Building G specifically excluded by the engineer. The superintendent Derek Davis was informed before placement for Building G, and the superintendent chose to allow placement at their own risk. Approval of use of this mix for Building G is required. *Note 6/13/18: an email from the engineer dates 5/21 /18, which was not available at the time of the pour, was received, and approved the use of 4000 psi concrete for Pad G. Report Continued I Yes o No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: □ Yes I No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwininq.com Inspector's Signature Date: 6/9/18 Supervisor's Signature Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our services were performed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. MOORE TWINING Page 2 of_3:__ __ REINFORCING STEEL AND CONCRETE REPORT Date: 6/9/18 ...;_ _______ _ Project Name: The Square at Bressi Ranch MTA Project No.: _D_5_6_6_24_._0_1 _______ _ Store No.: _n_a ____________ _ Inspector (Print): Ethan Moore Project Address: 2662 Gateway ------''---------Certification No.: ICC 5214478 City, State: ..;C_a_rl::..sb::..a..;d.;., _C,;.A...;_ ______ _ Weather: sunny Client Name: Shea Properties General Contractor: CSI ----'-------------------- Approved Project Plans Dated: 11 /4/17 ---------Specifications Dated: 11 /4/17 --------- Code/Acceptance Standards: 2016 CBC Reference Section: 03300 ------------- Building Permit/ DSA No.: CBCA2017-0013 0 REINFORCING STEEL □Footing □Sidewalk / Curb □Slab on grade □Tilt-up Wall Panels □Elevated Deck □Shear Walls □Other: □Form Work □Vapor Barrier D Reinforcing Steel □sub Grade □Anchors □Prr Tendons Duffer Ground OOther Grid Line/ Location: @CONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY @Foundation 0 Sidewalk / Curb @Slab on grade □Tilt-up Wall Panels D Elevated Deck □Other: Supplier: Cemex Concrete Mix Design No.: 1577874 Required Strength: 4000 psi Yards Placed: 127 Method Placed: boom pump Consolidated By: vibration Other: @Please see attached Concrete Sampling Data Report Discre ancies Issued: p ONo Inspector Signature CORPORATE 2527 Fresno street Fresno, CA 93721-1004 (559) 268-1021 Fax 268-7126 Iii Yes If es, see attached Discre anc Re ort ( y p y p ) CORONA 500 Hanington Street, ste.I1 Caona, CA 92879 (951)898-8932 Fax 898-8974 MONTEREY 501 OrtlZ Avenue Sand City, CA 9'3955 (831) 392-1056 Fa< 392-1059 6/9/18 Date SACRAMENTO 5675 Power inn ~oad, Suite c sacramerto, CA 95824 (916)381-9477 Fa< 381-9478 Project Name: Sample Sample No. Type 4 4x8 5 4x8 6 4x8 Inspector Signature iijlMOORE TWINING Page~of~ Date: 6/9/18 The Square at Bressi Ranch MTA Project No.: D56624.01 CONCRETE SAMPLING DATA REPORT Truck# Ticket# 10065826 27795002 10067852 27795138 10065815 27795335 CORPORATE 2527 Fresno stref!t Fresno. C-', 93721-1804 {559) 268-7D21 Fax268-7'46 Batch Time Ambient Truck Time Em••· Temp 10:16A 12:05P 73 11:44A 12:◄◄P 74 1:40P 2:30P 76 Ethan Moore Inspector Print CORONA 500 Harrington Street, Ste.11 Corona, CA 92879 (951)098-8932 FIIK 898-8974 Concrete Slump Temp 88 3.5 86 4 86 4.5 MONT'EREV 50 1 Ortiz Avenue SanCI City, CA 93955 (831) 392-1056 Fei:392-1059 Water Added Onette 0 5 5 Unit Air Weight Content na na na na na na 6/9/18 Date SACRAMENTO ~75 Power inn Roal, Suite c Sacramerto, CA 958:14 (916)381-9477 flt( 381-9478 Sample Location footing poll' strip poLr strip i,idMOORE TWINING Date: 6/9/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Nome: The SQuare at Bressi Ranch Project Address: 2668 Gateway, Carlsbad, CA Permit No: CBCA2017-0013 Plan Date 11 /4/17 MTA Project No.: D56624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 3 General Contractor: CSI Subcontractor: DiCarlo Concrete Inspector: Ethan Moore Certification Number: ICC 52144 78 Exp. Date: 11 /18/20 □ Building Pad □ Utilities o Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements o Sidewalks D Curb & Gutter I Foundations I Slab-On-Grade D Columns D Beams D Walls D Trusses D Deck D Suspended Floors D Roof D Rack and Shelving D Light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other D Sampling o Earthwork Observation & In-Place Density Testing D Reinforcing Steel Inspection D Concrete Sampling D Concrete Placement Inspection (including saw-cut depth , CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing o Floor Slab Relative Humidity Testing o Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements o Joint Sealer Inspection D Anchor Bolt/ Epoxy Inspection D Field Welding Inspection D Shop Welding Inspection D NDT D HS Bolt Testing D Spray Fire Proofing Inspection and Testing D Masonry Inspection D Paint Thickness Testing D Roof Inspection D Coring D Sample Pickup D Other Inspection Date: 6/9/18 Samples Token I Yes D No Time Samples Token: I Initial Inspection D Re-Inspection Weather: sunny D Out-of-Scope Inspection or Testing Concrete was placed for the footings and pour strips for Building G today, after the pour for Building H. The rebar had been previously inspected on 6/8/18 by another inspector. 127 yards of Cemex mix #1577874 4000 psi were placed. The concrete was placed by boom pump and consolidated by vibration. Three samples were taken, with the following results: sample #4 slump 3.5", air temp 73 and mix temp 88, sample #5 slump 4", air temp 74 and mix temp 86, and sample #6 slump 4.5", air temp 76 and mix temp 86. The following discrepancy occurred: the Cemex mix #1577874 was used, however, the concrete submittal has Building G specifically excluded by the engineer. The superintendent Derek Davis was informed before placement for Building G, and the superintendent chose to allow placement at their awn risk. Approval of use of this mix far Building G is reQuired. Report Continued I Yea o No Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications: o Yea I No (If no, inspector shall complete and attach a Discrepancy Report). MTA Corporate address: 2527 Fresno Street, Fresno, CA 93721 (800.268.7021). Website: www.mooretwining.com Inspector's Signature ~ Supervisor's Signature Date: 6/9/18 Date: We do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our firm is not responsible for construction safety. Our seivices were performed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. 1'fMOORE TWINING Page 2 of 3 ----REINFORCING STEEL AND CONCRETE REPORT Date: 6/9/18 ----------Project Name: The Square at Bressi Ranch MT A Project No.: D56624.01 ------------- Store No.: na Inspector (Print): _E_th_a_n_M_o_o_re _______ _ Certification No.: ICC 5214478 -------------Project Address: 2662 Gateway -------''---------Weather: sunny City, State: Carlsbad, CA -----------------''----------- CI i en t Name: Shea Properties --------------General Contractor: _c_s_I ________ _ Approved Project Plans Dated: _1_1_/4_1_17 _____ _ Specifications Dated: 11 /4/17 ----------Code/Acceptance Standards: 2016CBC Reference Section: 03300 -------------Building Permit/ DSA No· CBCA2017-0013 .. 0 REINFORCING STEEL □Footing □Sidewalk/ Curb D Slab on grade □Tilt-up Wall Panels D Elevated Deck □shear Walls Oother: □Form Work □Vapor Barrier D Reinforcing Steel □sub Grade □Anchors D PIT Tendons Duffer Ground □other Grid Line/ Location: @CONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY @Foundation 0 Sidewalk / Curb @Slab on grade □Tilt-up Wall Panels D Elevated Deck □Other: Supplier: Cemex Concrete Mix Design No.: 1577874 Required Strength: 4000 psi Yards Placed: 127 Method Placed: boom pump Consolidated By: vibration Other: @Please see attached Concrete Sampling Data Report Discre ancies Issued: □No Inspector Signature <-::.::: CORPORATE 2527 Fr~no Street Fresro, CA 93721-1004 (569) 268-7021 Fax 268-7126 lll Yes If es, see attached Discrepanc Re ort ( y y p ) CORONA :500 Harr1ngton Street, ste.11 cocona, CA 92879 (951) 898-8932 Fax 898-6974 MONTEREY 501 Orttz Avenue Sand City, CA 93955 (831) 392-1056 F.:D< 392-1059 6/9/18 Date SACRAMENTO ~75 Power Inn Roaj, Su~ C Sacramerto, CA 95824 (916) 381-9477 Fa< 381-9478 Project Name: Sample Sample No. Type 4 4x8 5 4x8 6 4x8 J , Inspector Signature J.Jf MOORE TWINING Page~of_3 __ Date: 6/9/18 The Square at Bressi Ranch MTAProjectNo.: D56624.01 Truck# Ticket# 10065828 27795002 10087852 27795138 10085815 27795335 ~ CORPORATE 2527 Fresno street Fresro, CA 93721-1004 (5159) 268--7021 FaM 268--7126 CONCRETE SAMPLING DATA REPORT Batch Time Ambient Truck Time Em-•• Temp 10:16A 12:05P 73 11:44A 12:44P 74 1:40P 2:30P 76 Ethan Moore Inspector Pnnt COAO,.._ 500 HarnngtOnStl'ltet, ste 11 Corona, CA 92879 (9151) 898-8932 Fa>< 898-8974 Concrete Slump Temp 88 3.5 86 4 86 4.5 MONTEREY :rn1 OrtttAvenue Sano Clt'f, CA 93905 (831)392-1056 Fa< 392-1059 Water Added Onelte 0 5 5 Unit Air Weight Content na na na na na na 6/9/18 Date SACRAMENTO 5675 Power Inn Road, Suite c sacrametto. CA 95B24 (916) S81-9477 Fae 381-9478 Sample Location footing pour strip pour strip /ii3MOORE TWINING DEVIATION/ DISCREPANCY REPORT (Page __ of __ ) Item Number _____ _ Client Name: Shea Properties MTA Project No.: D56624.01 Project Name: Square at Bressi Ranch Store No . .;.".:.."------------- Project Address: (Street, City & State) 2668 Gateway, Cansbad, CA Permit No. CBCA2017-0013 Building Code: _2_01_6_C_B_c __________ _ Plan Date: _1_11_41_11 ____________ Specification Date: _1_1,_4,_11 ___________ _ General Contractor: CSI Subcontractor: DiCano Concrete Inspector (Print): .c:Ec:."'.:c"".;.M.c.oo;.cc.;"'____________ ICC Certification Number: .c•2.:..1_••_1_a _______ _ Inspection Date: 6/9/18 ICC Certification Exp. Date: _1_1,_18_12_0 ________ _ Type: II Building Pad □ Utilities □ Pavement Sub-grade □ Pavement Base □ Pavement AC □ PCC Pavements □ Sidewalks □ Curb & Gutter □ Off-Site Improvements □ Foundations □ Slab-On-Grade □ Columns □ Beams □ Walls □ Trusses □ Deck □ Suspended Floors □ Roof □ Rack & Shelving □ Sidewalks □ Curb & Gutter □ Light Gauge Interior Walls/Framing □ Pre-Cast Concrete □ Other _____________________ _ Locations (Define Location by Grid Lines or Intersections, etc.): Building G footings and pour strips Deviation Description (Describe why the work deviates from the approved plans and specifications and reference the specific part of the plans such as the Sheet and Detail and/or the specific section of the specifications that the work did not comply): The Cemex mix#1577874 4000 psi was used at Building G. Pnorto placement, the supenntendent was consulted about the concrete submittal specifically excluding Building G. The superintendent chose to allow placement of this mix at Building G at their own risk, although no approval of the use of this mix at this location could be found. Approval required. Reference Documents: List and attach any reference documents that assist in describing the deviation such as sketches, photographs, e-mails, etc.:. ___________________________ _ Action Required (such as Repair per plans and specifications, RFI, Repair as required by the Professional of Record, and Work in Progress): -'-R'-FI'------------------------------ Contractor Personnel Notified: _________ Signature: ___________ Date: ___ _ Client Personnel Notified: ~ Signature: Date: Inspectors' Signature: ~ < Date Issued: -'-6/-'-9'-'/1.:..8 ________________ _ Deviation Corrected? □ Yes □ No Date Resolved: ________ Observed By: Corrective Action Taken?------------------------------- Client Notified: Signature: Date: Inspectors' Signature: Date: