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Home My WebLink About2622 Gateway Rd; ; CBCA2017-0016; PermitPermit Print Date: 06/07/2019 Job Address: 2622 Gateway Rd Permit Type: BLDG-Associated Permit Commerci Work Class: Parcel No: 2132621900 Lot#: Valuation: $423,657.20 Reference#: Occupancy Group: Construction Type: # Dwelling Units: Bathrooms: Bedrooms: Orig. Plan Check#: Plan Check#: Project Title: UPTOWN BRESSI RANCH Description: UPTOWN BRESSI: BUILDING F -7,16D SF RETAIL SHELL Applicant: SMITH CONSULTING ARCHITECTS NORMAN BARRETT 13280 Evening Creek Dr S San Diego, CA 92128--4101 858-793-4777 BUILDING PERMIT FEE ($2000+) BUILDING PLAN CHECK FEE (BLDG) BUILDING PLAN CHECK FEE (BLDG) Owner: BRESSI RETAIL LLC 130 Vantis Dr, 200 Aliso Viejo, CA 92656-2691 858-526-6655 COMMUNITY FACILITIES DISTRICT (CFD) 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 PUBLIC FACILITIES FEES -inside CFD REFUND 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 CFO WATER METER FEE 1-1/2" Displacement WATER SERVICE CONNECTION FEE 1-1/2" OISPLACEMENT-P WATER TREATMENT CAPACITY CHRG 1-1/2" Displacement Total Fees: $112,208.80 Total Payments To Date: New 2 DEV12023 VB PC2017-0015 $112,2D8.80 Status: Applied: Issued: Permit Fina led: Inspector: Final Inspection: Balance Due: Ccityof Carlsbad Permit No: CBCA2017-0016 Closed -Finaled 11/D6/2017 04/19/2018 AKrog 6/7/2019 12:04:S9PM $0.00 $1,776.20 $1,243.34 $443.34 $0.0D $89.00 $17D.00 $2,864.00 $5S.DD $7,710.56 $0.DO $17.00 $15,297.00 $4,171.04 $3,717.32 $238.00 $56.00 $55,611.00 $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.carlsbadca.gov PERMIT INSPECTION HISTORY REPORT (CBCA2017-0016) Permit Type: BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner: BRESSI RETAIL LLC Work Class: New Issue Date: 04/19/2018 Subdivision: Status: Closed -Finaled Expiration Date: 04/30/2019 Address: 2622 Gateway Rd Cansbad, CA 92009 IVR Number: 7494 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Relnspectlon Complete Checklist Item COMMENTS Passed BLDG-Building Deficiency Wrong code No BLDG-24 068167-2018 Passed Andy Krogh Complete RoughfTopout Checklist Item COMMENTS Passed BLDG-Building Deficiency Roof drains Yes BLOG-34 Rough 068168-2018 Passed Andy Krogh Complete Electrical Checklist Item COMMENTS Passed BLDG-Building Deficiency Light pole bases Yes 10/18/2018 10/18/2018 BLDG-18 Exterior 073689-2018 Passed Andy Krogh Complete Lath/Drywall 1110112018 11/0112018 BLDG-33 Service 074882-2018 Passed Andy Krogh Complete Change/Upgrade BLDG-34 Rough 074881-2018 PaHed Andy Krogh Complete Electrical 06/07/2019 06/0712019 BLDG-Final 094097-2019 Passed Andy Krogh Complete Inspection Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-Plumbing Final Yes BLDG-Mechanical Final Yes BLDG-Structural Final Yes BLDG-Electrical Final Yes BLDG-Fire Final 080888-2019 Scheduled Cindy Wong Incomplete Checklist Item COMMENTS Passed FIRE-Building Final No June 07, 2019 Page 2 of 2 PERMIT INSPECTION HISTORY REPORT (CBCA2017-0016) Permit Type: BLDG-Associated Permit Commercial Application Date: 11/06/2017 Owner: BRESSI RETAIL LLC Work Class: New Issue Date: 04/19/2018 Subdivision: Status: Closed -Finaled Expiration Date: 04/30/2019 Address: 2622 Gateway Rd Ca~sbad, CA 92009 IVR Number: 7494 Scheduled Actual Date Start Date Inspection Type Inspection No. Inspection Status Primary Inspector Reinspectlon Complete 04123/2018 04/23/2018 BLDG-31 066708-2018 Failed Andy Krogh Relnspection Complete Underground/Condu It-Wiring Checklist ltem COMMENTS Passed BLDG-Building Deficiency Not ready No 05/09/2018 06/09/2018 BLOG-11 067489-2018 Passed Andy Krogh Complete Foundation/Ftg/Pier • (Rebar) Checklist Item COMMENTS Passed BLDG-Building Deficiency Slab on grade, ufer, and perimeter footing, Yes all but pending change to moment frame wall location 06/08/2018 06/08/2018 BLDG-12 Steel/Bond 060486-2018 Failed Andy Krogh Reinspection Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Moment frame footings requires additional No rebar 06/13/2018 06/13/2018 BLDG-12 Steel/Bond 060620-2018 Failed Andy Krogh Reinspectlon Complete Beam Checklist Item COMMENTS Passed BLDG-Building Deficiency Moment frame footings requires additional No rebar 06/16/2018 06/16/2018 BLDG-21 061322-2018 Passed Tim Frazee Complete Underground/Underf loor Plumbing Checklist ltem COMMENTS Passed BLDG-Building Deficiency Three (3) Roof Drain assemblies OK Yes 07/06/2018 07/05/2018 BLDG-15 063103-2018 Partial Pass Andy Krogh Reinspection Incomplete Roof/ReRoof (Patio) Checklist Item COMMENTS Passed BLDG-Building Deficiency Perimeter nailing for parapet walls Yes 08/09/2018 08/09/2018 BLDG-83 Roof 066508-2018 Passed Andy Krogh Complete Sheatlng, Exterior Shear (13, 16) Checklist Item COMMENTS Passed BLDG-Building Deficiency Yes BLDG-13 Shear Panels-HD (ok Yes to wrap) BLDG-15 Roof Yes Sheathing-Reroof 08/27/2018 08/27/2018 BLDG-23 068166-2018 Failed Andy Krogh Relnspection Complete Gas/Test/Repairs June 07, 2019 Page 1 of2 RE INSPECTION RICORD ,ng■J Ii¢ I I iii3MOORE TWINING Date: 6/22/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: Square at Bressi Ranch Project Address: 2622 Gateway Rd, Carlsbad, CA Permit No: CBCA2017-0016 Plan Dote: 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: Campbell Certified Inspector: Ethan Moore Certification Number: ICC 52144 78 Exp. Dote 7 /4/19 D Building Pad o Utilities o 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 I Columns I Beams D Walls D Trusses D Deck o Suspended Floors D Roof o Rack and Shelving D Light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other D Sample Pickup D Earthwork Observation & In-Place Density Testing o Reinforcing Steel Inspection o Concrete Sampling D Concrete Placement Inspection (including saw-cut depth, CO monitoring, curing, etc.) D Post Tension Concrete o Moisture Vapor Emission Testing o Floor Slab Relative Humidity Testing D Slip-Resistance Testing o Floor Flatness Testing o Gloss Measurements o Joint Sealer Inspection o Anchor Bolt/ Epoxy Inspection I Field Welding Inspection o Shop Welding Inspection o NDT D HS Bolt Testing D Spray Fire Proofing Inspection and Testing o Masonry Inspection D Non-Shrink Grout D Roof Inspection D Coring D Nailing/Wood Framing Inspection D Other Inspection Dale: 6/22/18 Samples Taken D Yes I Na Time Samples Taken: I Initial Inspection D Re-Inspection D Out-of-Scope Inspection or T esling Weather: sunny Welding continued at the moment frame beam to column connections at line B, 1.6 and 2. Per detail 11 /S805, the vertical beam web to column flange CJP joints were welded at both locations after tensioning the bolts, but need to have the weld run-off removed. Per the detail, the bottom flange backing bar was removed at 1.6-B and back welding was performed. Removal of the bottom flange backing bar has not yet beam performed at 2-B. Work is in progress. The welds found between the top flange backing bars and the beam flange noted in the report 6/21/18 have not yet been removed and repaired as required by AWS D1 .8 section 6.9. Report ContlnuedlE]veaONo Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications:0Yeal8]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: 6/22/18 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. •• fiidMOORE TWINING FIELD WELDING INSPECTION REPORT Project Name Square at Bressi Ranch Store# ~•=•-__________ Date of lnspeclon ..:6::.:/2=2;.;/1..:8 ______ _ Project Address 2622 Gateway, Carlsbad, CA Detafl(s) ..:1.:.11..:S.:,80:;:5;_ ________ MTA Project No. ..:D..:5.:.86::::2::.:4:.::.0.:.1 ____ _ Approvsd PllllS ..:1..:1;.;14;_;11::.:7 _____________ Specifications 11/4/17 Inspector (PnnQ ..:E:.::th::.:•:::•.:.M:::oore=:....---- Bulldlng Permit/ DSA No. CBCA2017-0016 Process FCAW WELD/CONNECTION TYPES MEMBER/JOINT TYPES AS Arc Spot Weld Beamto-m ~-Plate to Column p vvmplele -mlfln11 Groove Weld BC m to Column TA Tube Stael to Angle Hare -e1 Groove Weld cc Column to 1 ;nlumn 10 Tube ~tael to Beam w FllotWeld ::i Ced< to m ·" Angla to m "' ,,netratlon Groove -Weld uusset t-late to m IS Tube to lube ~teel Stud tJusset Plate to t.,;0lumn JG Joist to Gilder AA All;}le lo Angle WA Rebar to Angle PB Plate to AJ AIYJle to Joist Detail Wtld.lConnecttOd Member#Jolnt Item N.D.T. Accept Reject In T-Type Type p-..., 11/S805 CP BC web to column flange CJP at 1.6-B V Notes: Docrepandes Issued: iZi No D Yes (~ yes, see attadled Docrepancy Report) ~ ICC 5214478 Inspector Signature C::::..::::: "A.::W.::S/,;:IC,:C,;..;,CsrtiC'::,fl,.-cati""·,-on""'N"'o-. ----------., .. ~ ·,w~,-.... Y'O"_ ... " Cr.roo•C"'"''° ("""e?~n: '"""" .. '· ~-•,•J•c~~"""" c,...,c~t •:~s:'°'O 110•,~:--1~.,; ,.,·,,:,,..,. --· '-"'''""""''""~'"'·""'"' """""'""' c.w,,., ,;i;:i,;',';'!!,~' X N,O.T. T pe V Visual UT 11BrM1mir.-Testing Ml Magnetic \.><lrtil'AI Testing UT --etranffestlng Complete Remlfbmolff need weld run-off removed 8/22/18 Date liiff MOORE TWINING Date: 6/25/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Nome: Square at Bressi Ranch Project Address: 2622 Gateway Rd, Carlsbad, CA MTA Project No.: 056624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 2 Permit No CBCA2017-0016 Plan Date: 11 /4/17 General Contractor: CSI Subcontractor: Cam bell Certified Inspector: Et an Moore Certification Number: ICC 5214478 Exp. Date: 7 /4/19 □ Building Pad □ Utilities □ Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements □ Sidewalks □ Curb & Gutter □ Foundations □ Slab-On-Grade I Columns I Beams D Walls D Trusses D Deck D Suspended Floors □ Roof □ Rack and Shelving □ Light Gauge Interior Walls/Framing D Pre-Cast Concrete D Other □ Sample Pickup □ Earthwork Observation & In-Place Density Testing □ Reinforcing Steel Inspection □ 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 D Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements □ Joint Sealer Inspection □ Anchor Bait/ Epoxy Inspection ■ Field Welding Inspection D Shop Welding Inspection D NOT □ HS Bolt Testing □ Spray Fire Proofing Inspection and Testing □ Masonry Inspection □ Non-Shrink Grout D Roof Inspection □ Coring □ Nailing/Wood Framing Inspection □ Other Inspection Date: 6/25/18 Samples Taken □ Yes I No Time Samples Taken: I Initial Inspection D Re-Inspection D Out-of-Scope Inspection or Testing Weather: sunny Work continued at he Building F beam to column moment connection at line B at 1.6 and 2. Per detail 11 /S805, the bottom backing bar was removed at 2-B and gouged to sound metal. Back welding was performed after gouging to sound metal. Welding was performed by the welder Jesse Barnett using FCAWwith E71T-8. Work was performed to correct the non-compliant items noted at these joints on 6/21/18. The fillet welds which had been placed between the top backing bar and the beam flange were removed as required by AWS D1 .8 section 6.9. Work is continuing to correct the deficiencies at these locations. Report Conllnued!ElvesONo Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications:0Yes(g]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: 6/25/18 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. ' fiilMOORE TWINING FIELD WELDING INSPECTION REPORT Project Name Square at Bressi Ranch Store# _n_a ____________ Date of Inspection _612_5_/1_8 _______ _ Project Address _2_a2_2_G_a_t_.,,._8Y..a.,;.• .;.c_aM_s_b_ad-'-,_C_A ______ Detail(&) _1_1,_S_80_5'--_________ MTA Project No. "D-'-5.;.66.;.2_4.;;.0;.;1 _____ _ Approved P1111s _1_1I_4_I1_1 _____________ Specificalions 11/4/17 . lnapector (Print) .;:E;;;th"a""n_M_;:oo=re'------ Bull~ng Permit/ DSA No. CBCA2017-0016 Process FCAW WELD/CONNECTION TYPES MEMBER/JOINT TYPES As Arc Spot Weld ~ Beam to Beam "' Plate to Column Complete t'enetration Groove Weld m to Column TA Tube Steel to Angle " Flare Bevel uroove Weld cc Column to Column " Tube steel to Beam ,w Fillet Weld DB 10 m AB Angle lo Beam Penetration moove Weld GB Gusset !'late to lieam Ts lube Stee to TOO& Steel Steel Stud "' uusset Plate to umn JG Joist to Girder AA Angle to Angle RA Rebar to Angle PB Plate to AJ le to Joist Detail Weld/Connection MemberlJolnt Item N.D.T. Accept Rejoct In Typo Typo Typo PMlll'tll 11/$805 CP BC moment frame line B, 1.6-2 backing bar weld V Notes: Doaepancies ~lssuL '..!£.-IZJ N N".,._,J;-lo O 1 Yes (tt yes, see attached Discrapancy Report) ~ ICC 5214478 --.,.,-,=~-~---------1 n sp ector Signature AWS/ICC Certification No. -~ a·,s·•><o",c,°"-r._,,,. ,:A 1'1>1-100.\ f~0):>18-70:,, r,., ,,.~""' ~-•,,r,_..,,Av..,,.. , .... ,.~, ,,.,.,,.1 •~!;'!;,",':',.,~' --, "''"'""'"'''""~0>0,s...,,c ,.,,,,~ .... ,,.01,0,., c;;:;,~r~~l X N.D.T. Type V uaJ Bn< Testing tic Par1ical T esttng trant Testing Compltta Remarkdlotes repairs in progress 6/25/18 Date /ii3MOORE TWINING Date: 6/27/18 FIELD DAILY INSPECTION REPORT Page 1 Client Name: Project Name: The Square at Bressi Ranch Project Address: 2622 Gateway RD. Carlsbad,CA Permit No: Plan Date: General Contractor: CSI Construction Inspector: Keneth Sinohui Certification Number: MTAPrajectNo.: 13071.S02 (17042A) Stare No.: Building Code: Specification Date: Subcontractor: Exp. Dote: of 2 □ Building Pod o Utilities o Pavement Sub-grade D Pavement Bose D Pavement AC D PCC Pavements D Off-Site Improvements □Sidewalks □ Curb & Gutter □ Foundations D Slab-On-Grode I Columns I Beams D Walls D Trusses D Deck D Suspended Floors o Roof o Rock and Shelving D Light Gouge Interior Walls/Framing D Pre-Cost Concrete D Other o Sampling 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.) D Botch Plant Inspection D Moisture Vapor Emission Testing o 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 D Shop Welding Inspection □ NDT □ HS Bolt Testing o 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: 6/27 /18 I Initial Inspection D Re-Inspection Weather: Samples Token D Yes I No Time Samples Token: o Out-of-Scope Inspection or Testing -As requested I arrived at 2622 Gateway RD. Carlsbad,CA to perform non-destructive Ultrasonic flaw detection for the job listed above. -Ultrasonic testing equipment was calibrated to qualification checks per ATLAS-101-UT Section 6 procedure in accordance codes and procedures with AWS D1, 1 Section 6 part F prior to, during and after testing to ensure proper equipment function during entire testing process. -CJP SINGLE BEVEL GROOVE WELD WITH & WITHOUT BACKING BAR -1/2" THK BOTTOM & TOP FLANGES -3/S"WEB -Parts UT Building F 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, F_resno, CA 93721 800.268.7021). Website: www mooretwininq.com Date: 6/27 /18 Inspector's Signature <;><::::::;,:::--:::="-7"'~~-c::::= Supervisor'sSignat~ ~~ Date:1 6127118 I 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 fim, is not responsible for construction safety. Our services were perfom,ed in accordance with generally accepted standards and practices. This warranty is in lieu of all other warranties either expressed or implied. /iilMOORE TWINING FIELD WELDING INSPECTION REPORT Project Name _T_he_Sq~u•_re_a_t _B_re_s_si_R_a_n_c_h _______ Store# Project Address _2_62_2_G_a_t_ew_•~y_R_D_._c_a_rls_b_a_d,'--C_A _____ Detail(s) Approved Plans _______________ Specifications Building Pennit / DSA No. Process _____________ Date of Inspection ____________ MTAProjectNo. . Inspector (Print) FCAW WELD/CONNECTION TYPES MEMBER/JOINT TYPES Arc ~pot Weld KK Beam to Beam "" Plate to Column uimplete t'8netration 1,;jfOOve Weld BC Beam to Cc lumn TA Tube Steel to Angle 6/27/16 13071.S02 (17042A) Keneth Sinohui B ~lare roove Weld cc Column to Column " Tube Steel to Beam NOT Type ... FIiiet Weld "'ne roove Weld :Steel ::,lud Detail WaldlConntction Member/Joint Type Type GL 8/3.7 CJP x3CJP GL B/3.5 CJP x3 CJP Notes: UB Deck to Beam AB Angle to Beam Gusset Mate to tieam " Tube :steel to , Steel Gusset t-late to umn Ju Joist to Ulrder AA le to Angle RA Rebar to Angle PB Plate to m AJ Angle to Joist Item N.D.T. Accept Reject In Type Progress Moment Connection Top/Bottom Flange & vVeb UT Moment Connection Top/Bottom Flange & V\leb UT ~-','" '-'""'''"""' ~,ooc...-C'-?)!~ '~a.:·.::r:::..' x3 x3 --, cv,~-..-•nn"<"".h"""'• ~.,,,...,...,, c~ .. ,~, ',?;.:'\;,~·;:,~' V Visual UT 11nrMnnlc Testing Ml Magnetic Patlcal T estlng UI 1 -t'enetn.it T estlng Complete Remark1Motn X UT OK x3 Welds X UT OK x31Nelds 6/27/16 Date /ii3MOORE TWINING Date: 6/26/18 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: Square at Bressi Ranch Project Address: 2622 Gateway Rd, Carlsbad, CA MTA Project Na.: 056624.01 Store No.: na Building Code: 2016 CBC Specification Date: 11 /4/17 Page 1 of 2 Permit No: CBCA2017-0016 Plan Date: 1114/17 General Contractor: CSI Subcontractor: Cam bell Certified Inspector: than Moore Certification Number: ICC 5214478 Exp. Date: 7 /4/19 D Building Pad D Utilities D Pavement Sub-grade D Pavement Base D Pavement AC D PCC Pavements D Off-Site Improvements □Sidewalks □ Curb & Gutter D Foundations D Slab-On-Grade I Columns I Beams D Walls D Trusses D Deck D Suspended Floors D Roof D Rack and Shelving D Light Gouge Interior Walls/Framing D Pre-Cast Concrete D Other □ Sample Pickup □ 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 Post Tension Concrete D Moisture Vapor Emission Testing □ Floor Slab Relative Humidity Testing D Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements □ Joint Sealer Inspection D Anchor Bolt/ Epoxy Inspection ■ Field Welding Inspection D Shop Welding Inspection D NDT □ HS Bolt Tes ting □ Spray Fire Proofing Inspection and Testing D Masonry Inspection D Non-Shrink Grout D Roof Inspection D Coring D Nailing/Wood Framing Inspection D Other Inspection Date: 6/26/18 Samples Token D Yes I No Time Samples Taken: D Initial Inspection I Re-Inspection D Out-of-Scope Inspection or Testing Weather: sunny Work continued at he Building F beam to column moment connection at line B at 1.6 and 2. Repairs were made to the items noted on 6/21/18 as being out of compliance with the AWS 01 .8. The fillet welds placed connecting the top flange backer to the beam flange were removed as required by section 6.9 of the AWS 01 .8. The tacks on the web plate in the "Protected Zone" were ground down as required by the AWS 01 .8. UT is required at the beam to column CJP connections at 2-8 and 1.6-8. Report ContlnuedlB]YesONo Work inspected as outlined in this report is, to the best of this inspector's knowledge, in conformance with the approved plans and specifications:IB]YesONo (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: 6/26/18 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,ilMOORE TWINING FIELD WELDING INSPECTION REPORT Project Name Square at Bressi Ranch Store# na Date of Inspection 6/26/18 --------------------Project Address 2622 Gateway, Cartsbad, CA Detail(s) 11/S805 MTA Project No. D56624.01 ---------App roved Plans 11/4/17 Specifications 11/4/17 lnspecror (Pnnt) Ethan Moore -----------------------8 u i ~Ing Permit/ DSA No. CBCA2017-0016 Process FCAW WELD/CONNECTION TYPES MEMBER/JOINT TYPES AS Arc .:>pot Y¥eld "" Beam to tj am n, Plate to Column c• mplete nmetration \:iroove Weld Be Beam toe< lumn TA Tube ::;teel to Angle FB Flare Bev8/ uroove weld cc Column to~ lumn Tube ::;teel to m FIiiet weid DB Deckto m A Angle to Beam t'artla 1"'8netrallon \::iroove weld sB 1.;usset nate to t,eam Tube I to I ube ::;teel stsel GC t,;usset Plate to Column J Joist to 1.;;1'tler Angle to Angle Rebar to Angle PB t-'late to Beam AJ Angle to Joist Detail WalcLIConntctlon 11,mberiJolnt Hom N.D,T. _., R~oct In Complete Remar1tl/Notes Type Type Type --11/$805 CP BC moment frame line 8, 1.6-2 V X X Notes: _______________________________________________ _ Discrep~~_gN= Yes (If yes, see attached Docrepancy Report) ~ ICC5214478 Inspector Signature .C.:::::::::::: °'A"WS1=1c"C'°Ce"""'rtification,:--:,.-:N-,-~----------~-"'''·"""'"'"'" ,,,.,c•,-U!'?t" /8311.:-:-,~-F,o,",O,'"'· -....,,.,..,,,. .. -~ ..... ~-·-,., ......... c .. ~~· ts••JlO•·~" ,-., '"" .. ,, 6/26/18 Date l,ilMOORE TWINING DEVIATION/ DISCREPANCY REPORT (Page __ of __ ) Item Number _____ _ Client Name: Shea Properties MTA Project No.: D56624.01 Project Name: Square at Bressi Ranch Pad F Store No . .;;•::.• ____________ _ Project Address: (Street, City & State) ·2522 Gateway, CMsbad, CA Permit No. CBCA2017-0016 Building Code: _2_0_16_c_a:..c;_ ___________ _ Plan Date: _1_1_14_11_1 ____________ Specification Date: _1_1:..,4:..11_1 ___________ _ General Contractor: cst Subcontractor: Campbell Certified Inspector (Print): .:E:::"':::"":..M;;.oo=re___________ ICC Certification Number: ..;'c:.c:.•:.:2:..1«='":_ _____ _ Inspection Date: 6/21/16 ICC Certification Exp. Date: _7_14_11_9 _________ _ Type: □ 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.):_m_om_en_t_fr_ame __ un_e_ac.,_1._6-_2 _________ _ 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 backing bar at the top flange at both column connections was required by detail 11/S805 to be fillet welded to the column flange, but the contractor also welded it to the beam flange in violation of section 6.9 of the AWS D1 .8 Structural W&ldlng Code Seismic Supplement 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): ..;'".::P:.:•:..ir.::.pe;:_r..csectiOn=·=5'-_-'-9-'-ot-'th-'e:..D:...1cc.8;_ _____________________ _ Contractor Personnel Notified: _________ Signature: __________ Date: ___ _ Client Personnel Notified: Signature: Date: ___ _ Inspectors' Signature: ~~-Date Issued: ..;6:.:12:..11:..18'----------------- Deviation Corrected? ~ Yes □ No Date Resolved: .:6:.:/2:.:6/:..1:.8 ______ Observed By: .:E:::th.;;:a::.:n.::M.;;:oo:::re.::.. ___ _ Corrective Action Taken? The noncompliant welds were removed per section 6.9 of the AWS D1.8 Client Notified: Signature: Date: Inspectors' Signature: Date: 6/26/18 MOORE TWINING Page 2 of_3;:__ __ REINFORCING STEEL AND CONCRETE REPORT Date: 05/09/2018 ....;:_;:__;:__ _____ _ Project Name: Bressi Ranch Retail MTA Project No.: D56624.01 ------------- Store No.: Building F Inspector (Print): Osama Daoud Project Address: 2622 Gateway Road, Certification No.: ICC # 5096536 City, State: Carlsbad, CA 92009 Weather: Clear Client Name: Shea Properties ----'---------General Contractor: CSI Construction Approved Project Plans Dated: 05/19/2017 --'--------Specifications Dated: 05/19/2017 Code/Acceptance Standards: 2016 CBC Reference Section: ------------- Building Permit/ DSA No· CBCA2017-0016 .. 12) REINFORCING STEEL @Footing □Sidewalk/ Curb IZ]Slab on grade □Tilt-up Wall Panels □Elevated Deck □Shear Walls □other: □Form Work □Vapor Barrier 0 Reinforcing Steel □sub Grade □Anchors □PIT Tendons Duffer Ground □Other Grid Line / Location: The Buildina F foundation and Slab-On-Grade at The Buildina F foundation and Slab-On-Grade at the area between A to B and from 1 to 2 for the the area between B to C and from 3 to 4 for the Retail Building F. Retail Building F. □CONCRETE PLACEMENT 0 CONCRETE SAMPLING ONLY □Foundation □Sidewalk/ Curb 0Tilt-up Wall Panels 0 Elevated Deck □Other: Supplier: Concrete Mix Design No.: Required Strength: Yards Placed: Method Placed: Consolidated By: Other: D Please see attached Concrete Sampling Data Report Discre ancies Issued: @No Inspector Signature CORPORATE 2527 Fresno Street Fresro, CA 93721-1004 (e69) 268--7021 Fax 268-7126 U Yes If es, see attached Discre anc Re ort ( y p y p ) CORONA 500 Harr1ngton Street, ste.I1 ccrona, CA 92879 (951) B98-8932 FaK 898-8974 MONTEREY 501 Orttz Avenue Sand City, CA 93955 (831) 392-1056 Fa< 392-1059 □Slab on grade 05/09/2016 Date SACRAMENTO 5675 Powerlnn Road, Suite C Sacramerto, CA 95824 (916) 381-9477 Fa< 381-9478 Project Name: Sample Sample No. Type Inspector Signature /iilMOORE TWINING Page~o1_3_ Date: 05/09/2018 Bressi Ranch Retail MTA Project No.: 056624.01 CONCRETE SAMPLING DATA REPORT Truck# T~ket# ✓ CORPORATE 2527 Fresno Street Fresro. CA 93721-1004 (1559) 268-7021 FIK26S.7126 Batch Time Ambient Truck Time Emntv Tamp Osama Daoud Inspector Print CORONA 500 Hanington Street. Ste.I1 Cmina, CA 92879 (901)69~~2 Fax 898-8974 Concrete Slump Temp MONTEREY 501 Ortiz Avenue sanci City, CA 93955 (831) 392-1056 Fa< 39'2-1059 Water Added Onelte UnR Air Sample Location Waight Content 05/09/2018 Date SACRAMENl'O 5675 Powermn Rol!ltl, suite c Sacramerto. CA 958~ (916) 381-9477 fat( 3B1+9478 ji3MOORE TWINING Dote: 05/09/2018 FIELD DAILY INSPECTION REPORT Client Name: Shea Properties Project Name: Bressi Ranch Retail Project Address: 2622 Gateway Road, Permit No CBCA2017-0016 Plan Date: 05/19/2017 MTA Project No.: D56624.01 Store No.: Building F Carlsbad, CA 92009 Building Code: 2016 CBC Specification Date: 05/19/2017 Page 1 of 3 General Contractor: CSI Construction Subcontractor: Dicarlo Concrete Inc. Inspector: Osama Daoud Certification Number: ICC # 5098536 Exp. Date: 04/14/2020 □ Building Pad □ Utilities D Pavement Sub-grade D Pavement Base □ Pavement AC D PCC Pavements □ Off-Site Improvements □ Sidewalks □ Curb & Gutter I Foundations I Slab-On-Grade D Columns D Beams □ Walls D Trusses □ Deck □ Suspended Floors □ Roof □ Rock and Shelving □ Light Gouge Interior Walls/Framing D Pre-Cast Concrete □ Other □Sampling □ Earthwork Observation & In-Place Density Testing I Reinforcing Steel Inspection D Concrete Sampling □ Concrete Placement Inspection (including sow-cut depth, CO monitoring, curing, etc.) D Batch Plant Inspection D Moisture Vapor Emission Testing □ Floor Slob Relative Humidity Testing D Slip-Resistance Testing D Floor Flatness Testing D Gloss Measurements □ Joint Sealer Inspection □ 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 □ Roof Inspection □ Coring □ Sample Pickup D Other Inspection Dote: 05/09/2018 I Initial Inspection □ Re-Inspection Weather: Clear Samples Token □ Yes I No Time Samples Taken: D Out-of-Scope Inspection or Testing Inspected rebar placement for Building F foundation and Slab-On-Grade at the area between A to B and from 1 to 2 and also the Building F foundation and Slab-On-Grade at the area between B to C and from 3 to 4 (except the wall footing on line B between 3.5 to 3.9 not done at this time), the rebar installed for the wall footings around according to details 9A/S-701 & 1/S-701 & 14/S-701 & 2/S-701 & 15/S-701 Footing schedule & 10/S-701 Column schedule & 3/S-701 & 4/S-701 & 8/S-701 in the approved plan and also the rebar installed for Slab-On-Grade WI# 3@ 18" O.C.E.W. according to the information on sheet# S-F-1.0 in the approved plan for Retail Building F. Report Continued □ Veal 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: Ill Yea □ 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 c::;=;,4~gha,, cs ./ Date: 05/09/2018 Supervisor's Signature Date: We do not undertake the guarantee of construdion nor do we relieve the contractor of his primary responsibility to complete the project in accordance with the plans and specifications. Our fim, 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.