Loading...
HomeMy WebLinkAbout2405 COUGAR DR; SPEC INSPECT; CBC2018-0006; Permit-T- ~1 Field Report r I D SCSI, LLC - San Diego Client: Project: LEA- 47, Exp: 04/25/2021 6280 Riverdale St. Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619)280-4717 2405 Cougar Drive Carlsbad, CA 92008 Report Number 149 Technician: Nguyen, Thien Certification: Date: 11112/2019 CWI #151118311CC #8414444 Authority Having Jurisdiction: Other Other Jurisdiction: City of Chula Vista Permit Number CBC 2018-0006 Architect: KSP Engineer KSP Contractor. KP concrete & Steel Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Level 3 and roof decking storage building Service Being Performed: Special Inspection Type of Inspection: Other Other Type of Inspection: #12 H.H Tek Screws Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: #12 Tek Screws Details: - Arrive on site for periodic inspection as requested - Upon arrival, met superintendent Dee to discuss scope of work and reviewed approved plans - Inspected level 3 and roof decking area, each metal sheet frame were checked to ensure screws are installed and in place per plan detail 2,41S3.03 - Spacing of each screws placed were inspected per plan (6") - A few missing screws were found at gridline 1/3, 1-113, E.3, 4/E, 8/E, the area was marked and Superintendent Dee was notified - Sub Contractor that installs the screws were not present today, per superintendent, will return and install the screws at a later time Caption: 6" spacing of screws per plan Caption: Roof deck inspection to ensure each screws were placed cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Caption: Area of missing screw were marked Caption: VTOK Field Report SCSI, LLC - San Diego Client: Project: LEA:- 47, Exo: 04/25/2021 6280 Riverdale St - Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project inspector; DSA Regional Office (If Applicable); / FC] Field Report [Sill SCSI, LLC -San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates. inc. 180097N.1 San Diego, CA 92120 1965 North Main St NG Caulsbad West Coast Sell Storage MT&SI - Phone: (619) 280-4321 Orange, CA 92865 Giles Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Rogers, Jeffrey Certification: ICC 5087272 Date: 01/04/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I5-0008 Architect: KSP Studio Engineer KSP Consulting Contractor G B C Masonry and Concrete & K P Steel Start Time 07:00 End Time: 15:00 Time (Hours): 7.50 Location Details: Ground level Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Reber- Gr 60 ksi ASTM A-615, Mortar - Type S ASTM C-270 and CMU- MW ASTM C-90 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8"x8"16" Details: Observed balance of ground level CMU wall sections on lines 16 between lines A & M.5, 23 between lines C & 0, A between lines 16 & 21 and 0 between lines 16 & 23 to bottom of level 2 FF. I set of 4 mortar test samples were made. Block units, mortar and horz. & vert. steel were property placed with the exception of... Items remaining to be installed... ** C channel and slab dowel installation on lines 0 & 16. Weld plate (with drag bars attached) at end of wall on line A at line 21. Verify items above are properly install prior to grouting procedure. Inspected rebar for ground level elevator wall sections. Bar size, count and spacing was correct. Status of Work Element: Work Element Inspection Completed, in Accordance with Approved Documents. Discrepancy: No 41 cc: Project Architect; Page 1 of 1 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); d[S SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St NG Carlsbad West Coast Self Storage MF&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Urrete, Joseph Certification: ICC 5315548/SD 1181 Date: 01/05/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number. CBC 2018-0006. Architect KSP Studio Engineer. KSP Consulting Contractor. GBC Masonry Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Ground level Service Being Performed: Special inspection Type of Inspection: Masonry I Material Sampling Inspection Frequency is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Grout Concrete Sample Data Load # Truck # Ticket # Slump (in) Air Temp Concrete Air Samples Unit Location (OF) Temp (OF) Content Cast Weight (%) 1 1863 3991968 68 3 15th to 17th courses lines 0/16- 23; 23/C-O Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8x8x16 Details: Final inspections conducted at the 15rh h to 17th cfg courses at lines 16-23/0; 231C-0; and I block at the corner lines 16/M.5. Cells are reasonably clean, slab dowels © 16" on center, C channels in general conformance with the plans. 7 cubic yards of Robertsons mix RS2001342, 2000 psi grout is delivered and placed. Observed placement, consolidation and reconsolidation. I set if 3 3x6 grour prisms obtained as samples. Picked up I set of mortar cylinders. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector DSA Regional Office (if Applicable); Field Report SCSI, LLC - San Diego LEA. 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619)280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Grout placement and consolidation Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); SCSI, LLC - San Diego LEA. 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1985 North Main St NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Rogers, Jeffrey Certification: ICC 5087272 Date: 12119/2018 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC2018-0008 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Contracting Start Time 07:00 End Time: 13:30 Time (Hours): 6.00 Locatián Details: Ground level Service Being Performed: Special Inspection Type of Inspection: Masonry I Reinforced Concrete Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other Majority of lay up of CMU walls prior to my arrival. Balance of lay up of CMU wails and concrete placement during my time on site. Material Classification: Reber- Gr 60 ksi ASTM A-615, Mortar - Type S ASTM C-270 & CMU- MW ASTM C-go. Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance Is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Not Applicable at This Time Location(s) Identified within this Report is Ready for Placement Yes Mix Design: SD400I Design Strength (psi): 4000 Supplier Robertson's Total Yards Placed: 10.00 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 12x8"x16 Details: Inspected lay up of ground level CMU wall sections on lines 16 between lines A & M.5 and A between lines 16 & 23 lift 2 to 12 courses AFF. Block units, mortar and horz. & vert. steel were properly placed. At this time there Is only one course of block laid above man doors on line A. Grout with be held down on each side and lintel reinforcement will be installed during assembly of lift 3. Inspected concrete placement for elevator pit wall sections adjacent to lines 16 & 0. Placement was by 28M. pump. Consolidation was by mechanical vibration. Approx. 10 cu. yrds. of Robertson's concrete Mix #SD54001 (400 psi) were placed.1 set of 5 concrete test cylinders were made. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 1 of 1 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); Field Report Footing PCC and masonry SCSI, LLC - San Diego Client: Project: LEA. 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 02/13/2019 Authority Having Jurisdiction: City of Carlsbad - Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer KSP Consulting Coitractor. Paragon Concrete and GBC Masonry Start Time 06:30 End Time: 1.2:00 Time (Hours): 5.00 Location Details: Footings at 'N';'12', '14', '0' and tine 16' masonry Service Being Performed: SpeiaI Inspection Type of Inspection: Masonry! Reinforced Concrete Inspection Frequency Is: Continuous - Work Identified Within This Report Was Conducted: Other . Other: The masonry was accomplished both while I was here and prior to my amvatRobertson's Material Classification: C94 and A6151706 Grade 60 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose SoilslDebrls Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: 42191 Design Strength (psi): 3000 Supplier. Robertson's Total Yards Placed: 20.00 Material is Being Stored in Accordanâe with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: I arrived on site at 0600. The concrete boom pump was already on site and making preparations to begin work. The condition of the masonry footings bounded bylines V. '0', '12' and '14' were observed. The loose soils, and inadequate clearance items noted in the 2,12 report of J. Rogers were corrected. Those items being complete the placement of concrete was begun in this area. A total of 20 cubic yards of the 3,000 psi mix 42191 was delivered to the site. Approximately 19 yards of which were placed into the work. A sample was taken from the first of the two trucks. From that 60F and 4" slump material a set of five cylinders were cast for testing. The concrete was placed in lifts to control load on the formwork and consolidated in place using a 120V vibrator. This work was accomplished without undue difficulty or delay. Following the completion of the concrete placement described. I observed the completed work of the masonry crew. Along line '16' from 'A' to '0' the work had been advanced to the height of the Third Floor of Building 2. The West side ledger per I0AIS3.02 was installed. With slab tie reinforcing per 81S3.02 of #4's at 16" o.c. The cells were free of excessive fins. Lintel and jamb reinforcing per 3A & 3B!S3.01 was in place. This portion of the work is ready for grouting. End Report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 1 Structural Engineer, Project Inspector, DSA Regional Office (If Applicable); Field Report Client: Project: I1K SRI SCSI, LLC -San Diego LEA- 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Assoaates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 Blank Blank, Blank Technician: Bachour, Nathan Certification: SD 1341, ICC 8407863 Date: 0411612019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Studio Contractor: GBC Masonry - Alliance Start Time 06:00 End Time: 09:00 Time (Hours): 3.00 Location Details: 7th Grout Pour Lift, Stair 1, and line A /9-16 Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: Reber: ASThI A615, CMU Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: - On site as requested for Pre grout inspections conducted at the 7th grout pour lift at: - Line N9-16, (#4 H @ 240C. #5 V @ 16"OC). - Line 0/12-16, (#4 H @ 160C. #5 V @ 16OC). - Stair #1 ((#4 H @ 160C. #5 V @ 16OC). 2 #4 Top of Wall, and Hairpins top of wall @16D OC., Per details: 13,17/S3.02. - Masonry Work is generally dean. and ready for Grout Placement, - Also I mad one set of 4 Grout Cylinders (2x4) of grouting work at Soil Nails. Caption: On Site Photos See masnory inspection -04-16-2019-photos.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 4 Structural Engineer Project lnspector, DSA Regional Office (If Applicable); ME SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 2 of 4 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 3 of 4 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Grout Cthm 2 'T) of croutina t,=4 at ScH Re 19 Of lb _ Page 4 of 4 Compressive Strength of Grout Report Date: 4110/2019 Prism Sample: 39589 (4) Test Method: ASTM C1019 and C39 SCSI, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set #: 18(1) Technician: Bachour, Nathan Batched: 11:20 PDT Specimen Size: 3"X 6 Cast By: Bachour, Nathan Sampled: 13:00 PDT Specimens In Set 4 Date Cast: 04103119 Cast 13:05 POT Truck/Ticket # 1364/4412233 Sampled From: Mixer per ASTM C172 Thick Empty: 13:55 PDT Contractor. GBC Masonry Placement Method: Pump Placement Time: 155 (mm) Location Placement Location: Other, See Location Details Location Details: 2nd lift wall, at line A and Stair 91 Sample Location I Notes: Under the Trailer Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) Plant 33 Forming Method: (Oty: 4) On-Sit. Admixture.: None Field Measurements Weather Cloudy Consistency: Flow Cone Air Content: Air Temperature (F): 62 Grout Temp (F): Load Volume: 9 (yd Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA. 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (in) Area (In2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 18-1 - 7 04/10/19 1/6 3.18 3.18 10.11 6.00 25,490 2.520 GPI S 18-2 28 05/01/19 1/27 18-3 28 05/01/19 1/27 _ 18-4 28 05/01/19 1/27 Test Age Average Strengths (psi):7 Day - 2e20 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 18-1: 1.000 Out of Plumb %: 18-1:Side I - 0.0, Side 2- 0.0, Side 3-0.0, Side 4-0.0 Break Remarks Capping Methods Tested By: Jeffrey Bedell (1) Checked In :04104/2019(1,2,3,4) 5: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM 617) Fracture Types GPI: Reasonably welt-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCSI. LLC. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer, Project Inspector OSA Regional Office II 0010"Field ReportRECORD COPY 06 ii 114001\010 Ok 0% 10 SCST, LL.0 - San Diego #6V 0nt: Project: " LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Stora Giles 180097N.I Phone: (619) 280-4321 Jeq Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Bachour, Nathen Certification: ICC: 8407863, SD:1 341 Date: 06/12/2019 Authority Having Jurisdiction: Other Other Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer KSP Consulting Engineers Contractor: GBC Masonry Start Time 06:00 End Time: 14:30 Time (Hours): 6.00 Location Details: Elevator Enclosure at M.5-o114.8-16 Service Being Performed: Special Inspection Type of Inspection: Epoxy Anchors I Other Other Type of Inspection: Grout Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Concrete: ASTM C90, Simpson Set XP epoxy Quantity Anchors/Dowels Inspected: 14 The Epoxy Product: Expiration Date of Epoxy: 03/16/21 Simpson XP22-N 1000034831 Epoxy Anchor/Dowel hole Diameter, Depth, and Cleanliness was Inspected and in Accordance with Approved Documents: Yes Details: - Arrived on Site at the request of the client, for inspection of Grout testing, and Epoxy Installation. - The Grout placement moved tol3:00 PM, for curing time (4 h minimum) of the CMU Iayup today morning, as requested by City Inspector. - I inspect the installation of (14) #4 rebars epoxied at the North and South faces of the elevator Walls. - This work by personnel of GBC was for the horizontal extension of the masonry elevator jambs. - (14) #4 Dowels wrejpstalIed. Each with the required 4.5" depth of embedment. - Simpson Set XW1cpiration dates of 03/16/21, were used. -- - Preparation of h&Jibths and installation of the material was performed in general agreement with the plan and the material ESR. - I also Inspect the grout'piacement at the Elevator Enclosure, located along (M.5-0/14.8-16) from Ground Foundation LV to LVI. - Robertson's Mix RS200G42, 2000 psi. concrete was used, approx. (3.0 CY) where placed. r • Placement was by trãl1 mounted pump, and was consolidated twice by mechanical vibration. - I made one set of 4 (3"x3"4") grout test samples. Caption: Grout Placement Caption: Epoxy Installation See Grout-6-12-2019-photos.pdf in the documents section at the See Epoxy inspection-6-I 2-2019-photos.pdf in the documents end of this report. section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Structural Engineer; Project Inspector; OSA Regional Office (If Applicable); to L P rib -* ft, 1J Page 1 0f7 ..- (i 22/. 23 =;mk115 ~11- 5, TIT SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 2 of 7 SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Elevator Enclosure at M.5-o/14.8-1 3 of 7 SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street Sal Ph Fa and 'I'mck iiiekzt I"amp1d dI __ .áiIiI ds N n Page 4 of 7 3.00 3.00 3.00 R8200642 2000P3/8—GROUT YD3 Fr S J 1T r SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 CX)NTRQL NUMBLII 4441 8 46 ROBE IN S 111(1 fIll 11111 11111 IflI Hill IflII11IUII1 Phflfl8OtVIJ34.75b? Swi .i iflWCA(I-I1I IAL1Jt OPEN 7flAY *101C444184601 .MMUIi. •) ' 4AIU4Y hII5I G az I Wàfl $1LlIRVLL IZ A IWIQcI'JJAW H Ff TIfl . •t SNITANM4IN TOIMT # 17NIiw. • F1WjIIO WINd I4 UtlIU.flE Mr ' #11 IpuUT. rQ3 IUHlITfb n uqmr ia*uv. wr IIr i. I CY-7OliI 7 .I &L41U ,n'uir?I :. UWIWjA.7II jyy ,.jy.HI7IX 047 WAiIj • 4y• • fl n fl79 $j f4 ,I. lIlkzIeTOctM. HI * iOWOO Ill itTThA ICAVF 41 *UM ;i Mt.tl, rsie1jpjwu Wu Iiijm # iw I!JIAL WA fl IM$ II4E IllU •3 ffl4pJ rIYJv HI iA I2Tyh1ED •4P WIMdLL. IIN.OT Hi rLLwvOwrmROw Ott MI I)-HW eTlIr Hi (Pill) Ii (IAZNI1M Hi UZIMyli i4 pwi.Sn*HyD H ()NT L)AW cUTOI*I HNO: D10 11I*JHO, 36 06/12119 3700 G.B.C. CONCRETE & MASONRY 1127D1 4441846 7XCD uELKwArtummaymmumm cU3TOMERPn I OR LT # 2405 COUGAR DR 1105 EL CAMINO REAL CARLSBAD 951245-255LflST TKS Job Phone ; (951)805-3171 6" 81. ommNn MEII Mp$AD1NG 11M1 IWED IHUC!CIi(:NQ, 36 1200.00 12:11 21a33K1 WAUNO.91.11110 •RUcjI rmu 1 0.00 1341 4022 GIS0N,T6RRY(Y,D8GRoUT WALL _______ 1404. ccJ91 STa 1MflNiUO Mel. Water iickicld on Jth By IfiN (t'IUZ 0— Cuikirnor'e reqiic,t: - - jT vjA r CAN _________ gals t02rn hj. IINlSHFOUR____ ._ NiTMGRSICI - - -- giib; (01/31.4. RTPCUR _ -. _gaIIciFUULd. RHEOIXS ItHMIN. uiri. pi yd tEdchIft tbvrn ilkwed. ADII. Motor4 MIN I vwiei haunytru4ruzc. ATP1.NI Aftlmwftm~ its $lgø1iM ait,W Ii*NIJtr If K411YON flimmumm!" clelatsef is M 99W IJMi. (Phd 10 us, and Iiø ALLOWED . 144.OGRL .jEL cI4ARL3E H20. BATCHED. 77. OOAL 1AX MOISTURE:H20 31 HIs I),, , u"zH Hi(umly ol socurPy yi mpc,lDed by (IPIt 1 PWeRb wIN t%ICn I21O)s n5at I., ('jith'iii &PiPh lid PHEVIOU$ MMX.flDD 1'420 CEMENT 6 OGAL 080.01-0 RALAC 3/8 AGO 2480, OLB W SAND 60a0,OLB TOitiI:. STANr)flY WATER REDUCE .0FLOZ CIAflbE U00arAwk cysya I.I'uuwJf it'G*ulid &AMU 0601R[fta Ij* 10,411.1. el Jaurogq CONCRETE DELIVERY TICKET TOIL p aox000 coRONA eaeiai&ao Page 5 of 7 ii Ad un rT1iuj! J!J!/ —IVol Qk,1k ' c SIMPS - I - iI,. . ? I )Idéil Wan crage 'High ttr"gth !I r> •-4 r , ',j i I lI• iy .Iii L,JL, : u 22 oz 1 NILL i -; - :. I Pajsw i j22 oz OE LA . - -- -----. r 60,91 ro -- - -- - i V I •' /• U 'I ••- ,, \ •• • j 41 Flu SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St • Carlsbad West Coast Self Storage FvlT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Rogers, Jeffrey Certification: ICC 5087272 Date: 02/12/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006 Architect: KSP Studio Engineer: KSP Consulting Contractor: G B C Masonry, Alliance Diversity & CIVIC Reinf. Start Time 07:00 End Time: 15:30 Time (Hours): 8.00 Location Details: Ground level and level 1 Service Being Performed: Type of Inspection: Masonry / Reinforced Concrete Special Inspection & Technician Services Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Rebar- Gr 60 ksi ASTM A-615 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance Is In Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement Yes Mix Design: Grout- Mix #RS200G42 (2000 psi) / Shotcrete- mix#SH-868P (4000 psi). Supplier: Robertson's (grout) & Superior (shotcrete). Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8x8"x16 Details: Inspected grouting of Building CMU wall sections on lines A & 0 between lines 16 & 23 and 23 between lines A & 0 lift #7. Placement was by trailer mounted pump. Consolidation and reconciliation was by mechanical vibration. Approx. 19 cu. yrds. were placed. I set of 4 grout test samples were made. Inspected shotcrete placement at north 3/4 of west shotcrete retaining wall lift 3 and west most 33' of south shotcrete retaining wall lift 1. Nozzle man was Rafael Gonzalez ACI #01347973 exp. 10/31/2020. There were no visible signs of voids, segregation or sagging. Approx. 24 cu. yrds were placed. I shotcrete test panel was made. Inspected rebar for CMU wall footing on line 0 between lines 11.5 & 14+9'-O" and stair #1 CMU wall footings. Bar, size & spacing was correct. cc: Project Architect; Page 1 of 4 Structural Engineer Project Inspector; OSA Regional Office (If Applicable); t1 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad (OS Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Grout placement by trailer mounted pump. Caption: Caption: Shotcrete placement at west shotcrete retaining wall. Caption: Rebar at Stair I and footing on line 0. Caption: Step reinforcement at stair I CMU wall footing. cc: Project Architect; Page 2 of 4 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); [ED Field Report EM SCSI, LLC - San Diego Client: Project: LEA 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Olive Carlsbad CA 92008 ia 'r cc: Project Architect; Page 3 of 4 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); IS111 SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 280-4717 Field Report Client: Project: Cues Engineering Associates, 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Status of Work Element Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 4 of 4 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); GILES ENGINEERING ASSOCIATES, INC. O 5425 Peachtree Parkway / Atlanta, GA 30092 / 678-906-4031 / Fax: 678-9064032 10553 Olympic Drive, Suite 102 / Dallas, TX 75220/ 214-358-5885 / Fax: 214-358-5884 X 1965 North Main Street! Orange, CA 92865/714-279-0817! Fax: 714-279-9687 N8 W22350 Johnson Drive, Suite Al I Waukesha, WI 53186 / 262-544-0118/ Fax: 262-549-5868 514 Progress Drive, Suite J / Linthicum, MD 21090/410-636-9320/ Fax: 410-636-9325 O 8132 Flannery Court! Manassas, VA 20109/703-361-2763/ Fax: 703-361-2765 DAILY FIELD MONITORING REPORT CLIENT: PROJECT: ci)%L4 Ctf DATE: 1/?.://G PROJECT NO: 2M- WEATHER 706 p-i; c f0J FIELD REP: J/ COMMENTS I RECOMMENDATIONS r i' S4r4 Ah Al çIi bi4 f 7 ic i- r.j'j 4 J I-I I&w( ( E-L J LI J cl(r7 & 4J.h C4,If L4f ' ! S SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Rogers, Jeffrey Certification: ICC 5087272 Date: 01/0412019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006 Architect: KSP Studio Engineer. KSP Consulting Contractor. G B C Masonry and Concrete & K P Steel Start Time 07:00 End Time: 14:00 Time (Hours): 6.50 Location Details: Ground level Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Rebar- Gr 60 ksi ASTM A-615, Mortar - Type S ASTM C-270 and CMU- MW ASTM C-90 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8x8"x16" Details: - Ôbseived balance of ground level CMU wall sections on lines 16 between lines A & M.5.23 between lines C & 0, A between lines 16 & 21 and 0 between lines 16 & 23 to bottom of level 2 FF. I set of 4 mortar test samples were made. Block units, mortar and horz. & vert. steel were properly placed with the exception of... Items remaining to be installed... ** C channel and slab dowel installation on lines 0 & 16. ** Weld plate (with drag bars attached) at end of wall on line A at line 21. Verify items above are properly install prior to grouting procedure. Inspected rebar for ground level elevator wall sections. Bar size, count and spacing was correct. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of I Structural Engineer; Project lnspector, DSA Regional Office (If Applicable); Ric Field Report [SIN SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Urrete, Joseph Certification: ICC 5315548 Date: 02111/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Start Time 10:00 End lime: 14:00 Time (Hours): 4.00 Location Details: Pro grout inspections 7th grout pour lift North, East and South walls gridlines A116-23, 23/A-0, 0/16-23 Service Being Performed: Special Inspection Type of inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: Pre grout inspections conducted at the 7th grout pour lift North, East, and South walls at the above mentioned gridlines. Cells are generally clean and in general conformance to IA. 3, and I1/S3.01. Verical bars need to be placed at each side of the control joints approximately 10 locations. Caption: East wall Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 1 of 1 Structural Engineer, Project Inspector; DSA Regional Office (If Applicable); INC Field Report Daily Field Report FS1 H SCSI, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage bff&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Smith, Donald Certification: ICC 1037223 Date: 02/08/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006, GR2018-0006 Architect: KSP Studio Engineer KSP Consulting Contractor. GBC Contracting Start Time 07:00 End Time: 13:00 lime (Hours): 6.00 Location Details: Grout CMU walls; 6th lift @ GL 16- A.1 to approximately M.5 to 254" above level I finish floor. Pre - grout inspection North Wall line A - 16 to 23 and West wall line 23 between lines A to 0 to 30' (7) courses above 1st finish floor Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C90, C94, Astrn A-6151706 grade 60, Material Is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8"x8"x16" grey Details: On-site for CMtJ layup and grout placement at the following location; Monitor placement consolidation / reconsolidation of 8 cubic yards of 2000 psi concrete supply by Robertson's Ready Mix Design # RS200G42 for 6th lift (8 courses) at West Wall line 16 from grid lines A Ito M.5 between 20' to 251° above level I finish floor. Pro-grout cmu inspection for 7th lift at North Wall line A - between line 16 to line 23 and East wall line 23 between lines A to 0, (7) courses between elevation 25' 4" to 30' above level I finish floor with # 5's (v) dropped spliced bars spaced @ 16" o.c. & #4's (h) spaced @ 24" o.c. with splice lap @ 30" for # 5's & 24" for #4's. Inspected cells for mortar protrusions not to exceed 1/2", reinforcement is secured in place. Vertical reinforcement was installed in previous grouted lift. Referenced IA, 3, 11/S3.01. No discrepancies noted. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); [] fl Field Report Daily Field Repast SCST, LLC - San Diego LEA- 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: East elevation Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report ReViSOdDFR IMI SCSI, LLC -San Diego Client: Project: LEA 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 - 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280.4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Smith, Donald Certification: ICC 1037223 Date: 0210712019 Authority Having Jurisdiction: City of Carlsbad Permit Number. CBC2018-0006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Contracting Start Time 06:30 End Time: 14:30 Time (Hours): 8.00 Location Details: REVISED Grout CMU walls; 5th lift @ GL 16- A to approximately M.5 6th 11ft@GLIA-16t023,GL123-A toO,GL/O-16t023. Pre - grout inspection West Wall line 16- A to M.5 to 25' 4" (8) courses Service Being Performed: Special Inspection Type of Inspection: Masonry I Material Sampling Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C90, C94, Astm A-615!706 grade 60. I_________ Concrete Sample Data Load Truck# Ticket# Slump (In) AirTemp Concrete Air Samples Unit Location (of) Temp ('F) Content Cast Weight 1 1312 4244374 8.00 35 55 4 5th lift West Wall line 23 - btwn A to L.6 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8"x8"x16" grey Details: On-site for CMU Iayup and grout placement at the following location; Monitor placement consolidation I reconsolidation of 30 cubic yards of 2000 psi concrete supply by Robertson's Ready Mix Design # RS200G42 for 5th lift (8 courses) at West Wall line 16 from grid lines A & M.5 between 14'8" to 20" above level I finish floor. Grout placement @ 6th lift @ north wall line A - from grid 16 to 23. East wall line 23 from line A to and South wall line 0 from line 16 to 23- to 254" abovel level I finish floor. Pro-grout cniu inspection for 6th lift at West Wall line 16- between A to M.5 at elevator. (8) courses between elevation 20' to 25'4" above level I finish floor with #5's (v) dropped spliced bars spaced @ 16" o.c. & #4's (h) spaced @ 24" o.c. with splice lap @ 30" for #5's & 24" for # 4's. Inspected cells for mortar protrusions not to exceed 1/2", reinforcement is secured in place. Vertical reinforcement secured with positioners © lower section and top stringer. Referenced IA. 3, 11/S3.01. No discrepancies noted. Samples - I set of 4 grout prisms, I set of 3 grouted block prisms. cc: Project Architect Page 1 012 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Elm SCSI, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Revised DFR Project: 180097N.1 Carlsbad West Coast Self Storage M&Sl - Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Caption: vertical rebar secured at top Typical jamb added horizontal ties & 180° hooks "candy canes" 11] - - - Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer. Project lnspoctor, DSA Regional Office (If Applicable); Compressive Strengthof Grout Report Date: 21412019 Prism Sample: 36592 Test Method: ASTM C1019 and C39 Client Project: Giles Engineering Associates, Inc. . 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 SCSI, LLC -San Diego LEA: 47, Up: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (819) 280-4321 Fax: (619) 280-4717 Sample Details Set S: 5 Technician: Urrete, Joseph Batched: 06:37 PST Specimen Size: 3"X 6" Cast By: Urrete, Joseph Sampled: 07:50 PST Specimens In Set 3 Data Cast 01105119 Cast: 07:53 PST Truck I Ticket #. 1863/3991968 Sampled From: Mixer per ASTM C172 Truck Empty: 08:20 PST Contractor GBC Masonry Placement Method: Pump Placement Time: 103 (mm) Location Placement Location: Other, See Location Details Location Details: 15th to 17th courses 8" CMU wall lines 16-23/0; C-0/23 Sample Location! Notes: 15th yo 17th courses 8 CMU wall lines 16-2310; C-0!23 Batch Log Specifications Supplier: Robetsons Mix Design: S200G42 Strength: 2000 (psi) Plant 36 On-Site Admixtures: None Field Measurements Weather- Consistency: Slump Air Content: Air Temperature (F): 59 Grout Temp (F): 70 (ASTM C1064) Load Volume: 7 (yd5) Lab Test Results Testing Lab: SCSI, LLC San Diego, LEA: 47, Exp: 04/2512021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (In) Area (in2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 5-1 28 02/02/19 2126 3.08 3.08 9.49 6.00 31,020 3,270 G1 GPI S 5-2 28 02/02/19 2/26 3.06 3.08 9.30 6.00 30,010 3,230 GI GPI S 5-3 28 02/02/19 2/26 3.07 3.07 9.42 6.00 29,850 3,170 GI GPI S Test Age Average Strengths (psi): 28 Day - 3220 Test Age Strength Standard Deviation: 28 Day -41 Correction Factors: 5-1: 1.000,5-2: 1.000, 5-3: 1.000 Break Remarks Capping Methods 01: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2.3) 5: Capping Specimens C617) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, Inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project Inspector DSA Regional Office NH SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 21512019 Prism Sample: 37325 Test Method: ASTM C1019 and C39 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details set S: 9 Technician: Braun, Stephen Batched: 07:11 PST Specimen Size: 3"X 6" Cast By: Braun, Stephen Sampled: 08:55 PST Specimens In Set: 4 Date Cast: 01129119 Cast: 09:10 PST Truck 1 Ticket S: 174214244138 Sampled From: Mixer per ASTM C172 Truck Empty: 09:00 PST Contractor. GBC Placement Method: Pump Placement Time: 109 (mm) Location Placement Location: Other, See Location Details Location Details: Fifth lift masonry which is second lift of 5'4" for first floor; On lines 231A-H, P/23-16 and 161A-A.5. Sample Location I Notes: At job trailer. Batch Log Specifications Supplier: Robertsons Mix Design RS200C342 Strength: 2000 (psi) Plant 36 Escondido Forming Method: (Qty: 0) On-Site Admixtures: None Field Measurements Weather. Slump (In): 9-1/4 (ASTM C143) Air Content: Air Temperature (F): Grout Temp (F): 70 (ASTM C1064) Load Volume: 10 (yd Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04I25/2021, 6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (In) Avg. Width 2 & 4 (in) Area (in') Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 9-1 7 02/05/19 1I6 3.07 3.07 9.42 6.00 16,480 1.750 GPI S 9-2 28 02126/19 1/27 9-3 28 02/26/19 1/27 9-4 28 02/26/19 1/27 Test Age Average Strengths (psi): 7 Day - 1750 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 9-1: 1.000 Break Remarks Capping Methods Tested By: Cesar Navarro (1) S: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, Inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer; Project Inspector DSA Regional Office Compressive Strength of Concrete Report Date; 21812019 Test Method: ASTM C 39 Sample: 36828 SCST, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Cues Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set #: 6 Technician: Rogers, Jeffrey Batched: 13:41 PST Specimen Size: 4° X 80 Cast By: Rogers, Jeffrey Sampled: 14:35 PST Specimens In Set: 5 Date Cast: 01/11/19 Cast: 14:45 PST Truck I Ticket #: 1026/3992331 Sampled From: Mixer per ASTM C172 Truck Empty: 14:52 PST Contractor Paragon Concrete Placement Method: Pump Placement Time: 71 (mm) Location Placement Location: Other, See Location Details Location Details: CMU wall footing online A between lines 11 & 16 Sample Location I Notes: N/A Batch Log Specifications Supplier: Robertson's Mix Design: TS300T34 Strength: 3000 (psi) Plant: 36 Stump: 3-5 (in) On-Site Admixtures: None Field Measurements Weather Clear Slump (in): 4 (ASTM C143) Plastic Unit Weight: Air Temperature (F): 59 Concrete Temp (F): 72 (ASTM C1064) Air Content: Load Volume: 10 (yd3) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04125/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in*) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 6-1 7 01118119 116 4.00 12.57 25,790 2,050 2 P 6-2 28 02/08/19 1/27 4.00 12.57 41,100 3,270 1 Cl P 6-3 28 02108/19 1/27 4.00 12.57 41,610 3,310 1 Cl P 6-4 28 02/08/19 1/27 4.00 12.57 40,810 3,250 1 Cl P 6-5 90H 04/11/19 1 1/89 Test Age Average Strengths (psi): 7 Day - 2050,28 Day - 3280 Capping Methods Cl: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) Tested By: Cesar Navarro (1,2,3,4) XEME11111 TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 This report shall not be reproduced, in full, without prior written approval of SCST, Inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project inspector. OSA Regional Office Compressive Strength of Grout Report Data: 2/5/2019 Prism Sample: 36647 Test Method: ASTM C1019 and C39 SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619)280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N1 1965 North Main St. Carlsbad West Coast Self Storage MT&Si - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set #: 6 Technician: Rogers, Jeffrey Batched: 08:05 PST Specimen Size: 3" X 6" Cast By: Rogers, Jeffrey Sampled: 09:45 PST Specimens In Sot: 4 Data Cast 01/08119 Cast: 09:55 PST Tnick I Ticket #: 1366! 3992048 Sampled From: Mixer per ASTM C172 Truck Empty: 10:33 PST Contractor GSB Masonry and Placement Method: Pump Placement Time: 148 (mm) Concrete Location Placement Location: Other, See Location Details Location Details: Ground level CMU wail sections on lines 16 between lines A & M.5 and A between lines 16 & 21 lilt 3. Sample Location I Notes: NIA Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) Plant: 36 On-Site Admixtures: None Field Measurements Weather Clear Slump (in): 8-1/2 (ASTM C143) Air Content: Air Temperature (F): 58 Grout Temp (F): 72 (ASTM C1064) Load Volume: B (yd!) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04125/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field! Lab Cure Days Avg. Width 1& 3 In Avg. Width 2&4(in) Area (In2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 6-1 7 01/15119 1/8 3.03 3.03 9.18 8.00 22,740 2,480 GPI S 6-2 28 02/05/19 1/27 3.12 3.12 9.73 6.00 36,200 3,720 Gi GPI S 6-3 28 02/05/19 1/27 3.17 3.17 10.05 6.00 36,420 3,620 Gi GPI S 6-4 28 02/05/19 1/27 3.10 3.10 9.61 6.00 34,890 3.630 Gi I GPI S Test Age Average Strengths (psi): bay - 2480,28 Day - 3680 Test Age Strength Standard Deviation: 7 Day - 0,28 Day -44 Correction Factors: 6-1:1.000.6-2:1.000,6-3:1.000,6-4: 1.000 Break Remarks Capping Methods 01: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2,3,4) S: Capping Specrmens COil) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, Inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer; Project lnspector, DSA Regional Office Compressive Strength of Grout Report Date: 21812019 Prism Sample: 36827 Test Method: ASTM C1019 and C39 Client: Project Cues Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST. LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set # 8 Technician: Rogers, Jeffrey Batched: 06:20 PST Specimen Size: 3"X 6° Cast By: Rogers, Jeffrey Sampled: 07:30 PST Specimens in Set: 4 Date Cast: 01(11119 Cast: 07:40 PST Truck I Ticket #: 1995 / 3992221 Sampled From: Mixer per ASTM C172 Truck Empty: 08:35 PST Contractor G S B Concrete & Placement Method: Pump Placement Time: 135 (mm) Masonry Location Placement Location: Other, See Location Details Location Details: CMU wall sections on lines 16 & A lift 3 Sample Location I Notes: N/A Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) On-Site Admixtures: None Field Measurements Weather Clear Consistency: Slump Air Content: Air Temperature (F): 59 Grout Temp (F): 70 (ASTM C1064) Load Volume: 9 (yda) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021, 6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (In) Avg. Width 2 & 4 (In) Area (in') Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 8-1 7 01118/19 1/6 3.04 3.04 9.24 6.00 25,600 2,770 G131 S 8-2 28 02108/19 1/27 3.16 3.16 9.99 6.00 35,540 3,560 Gi CR1 S 8-3 28 02/08/19 1/27 3.16 3.16 9.99 6.00 36,420 3,650 Gi GPI S 8-4 28 02/08/19 1/27 3.15 3.15 9.92 6.00 37.790 3,810 Cl GPI S Test Age Average Strengths (psi): 7 Day - 2770,28 Day - 3670 Test Age Strength Standard Deviation: 7 Day - 0,28 Day - 104 Correction Factors: 8-1:1.000,8-2: 1.000, 8-3:1.000, 8-4: 1.000 Break Remarks Capping Methods 01: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2.3.4) 5: Capping Specimens C617) i Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, Inc. Results only relate to the items inspected or Page 1 of 1 tested. For All DSA Projects: CC: Project Architect; Structural Engineer, Project Inspector DSA Regional Office Compressive Strength of Grout Report Date: 202019 Prism Sample: 36827 Test Method: ASTM C1019 and C39 Client: Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC - San Diego LEA: 47, Exp: 04125/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set S: 8 Technician: Rogers, Jeffrey Batched: 06:20 PST Specimen Size: 3"X 6" Cast By: Rogers, Jeffrey Sampled: 07:30 PST Specimens In Set 4 Date Cast: 01111119 Cast 07:40 PST Truck Ticket #: 1995 I3992221 Sampled From: Mixer per ASTM C172 Truck Empty: 08:35 PST Contractor C S B Concrete & Placement Method: Pump Placement Time: 135 (mm) Masonry Location Placement Location: Other, See Location Details Location Details: CMU wall sections on lines 16 & A lift 3 Sample Location I Notes: N/A Batch Log Specifications Supplier Robertson's Mix Design: RS200G42 Strength: 2000 (psi) On-Site Admixtures: None Field Measurements Weather Clear Consistency: Slump Air Content Air Temperature (F): 59 Grout Temp (F): 70 (ASTM C1064) Load Volume: 9 (yd3) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width 18.3 (In) Avg. Width 2 & 4 (In) Area (In2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 8-1 7 01/18119 1/6 3.04 304 9.24 6.00 25,600 2,770 GPI S 8-2 28 02108119 1/27 3.16 3.16 9.99 6.00 35,540 3,560 Cl GPI S 8-3 28 02108!19 1/27 3.16 3.16 9.99 6.00 36,420 3.650 GI GPI S 8-4 28 02/08119 1/27 3.15 3.15 9.92 6.00 37,790 3.810 GI GPI S Test Age Average Strengths (psi): 7 Day - 2770,28 Day - 3670 Test Age Strength Standard Deviation: 7 Day - 0,28 Day - 104 Correction Factors: 8-1: 1.000,B-2:1.000,8-3:1.000,8-4: 1.000 Break Remarks Capping Methods GI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2,3,4) 5: Capping Specimens C617) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST. Inc. Results only relate to the items inspected or Page 1 of 1 tested. For All DSA Projects: CC: Project Architect; Structural Engineer; Project lnspector, DSA Regional Office MT SCSi, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (819) 280-4321 Fax: (619) 280-4717 Compressive Strength of Mortar Report Data: 1211712018 Cylinder Sample: 35856 (1) Test Method: ASTM C 780 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NG Carlsbad West Coast Self Storage MT&SI - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set #: 1(3) Technician: Bachour, Nathan Batched: 11:00 PST Specimen Size: 2"x4" Cast By: Bachour, Nathan Sampled: 11:30 PST Specimens In Set 3 Date Cast: 12108118 Cast: 11:35 PST Contractor GBC Contracting Sampled From: Mixer per ASTM C172 Location Placement Location: Other, See Location Details Location Details: West CMU Wail line (16! F.5-M) Sample Location I Notes: West Wall Batch Log Specifications Method of Belching: Volumetric Lime Type: S Strength: 1800 (psi) Mortar Type: S On-Site Admixtures: None Field Measurements Weather Sunny Consistency: Cone Penetration Air Content: Air Temperature (F): 66 Mortar Temp (F): Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field! Lab Cure Days Average Cylinder Diameter (In) Cylinder Area (ma) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 1-1 7 12/15/18 215 2.00 3.14 11,300 3,600 1 S 1-2 28 01/05/19 2/26 1-3 28 01/05/19 2126 Test Age Average Strengths (psi): 7 Day - 3600 Capping Methods Tested By: Cesar Navarro (1) ' S: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM C617) This report shall not be reproduced, in full, without prior written approval of SCST, inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer- Project Inspector DSA Regional Office SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 12/26/2018 Cube Sample: 35615 Test Method: ASTM C1019 and C39 Client: Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set S: I Technician: Urrete, Joseph Batched: 14:20 PST Specimen Size: 2"x 2" Cast By: Urrete, Joseph Sampled: 14:30 PST Specimens In Set: 3 Date Cast: 11/28118 Cast: 14:33 PST Contractor Diversified Sampled From: Mixer per ASTM C172 Location Placement Location: Other, See Location Details Location Details: Top level Soil Nail Sample Location I Notes: Top level Soil nail grouting Batch Log Specifications Batch Consistency: Fluid . Strength: 500 (psi) Manufacturer: Calpoctiand Field Measurements Weather Consistency: Spread Air Content: Air Temperature (F): 76 Grout Temp (F): 75 (ASTM C1064) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Data Field I Lab Cure Days I Area (ins) Max Load (lbs) Strength (psi) Break Remark Capping Method 1-1 28 12/26/18 1/27 4.00 12,020 3,010 Ui N 1-2 28 12126/18 1/27 4.00 11,890 2,970 Ui N 1-3 29 12/27118 1/28 Test Age Average Strengths (psi): 28 Day - 2990 Break Remarks Capping Methods UI: The Material Was Sampled and Tasted in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2) N: No Capping Method For All DSA Projects: Page 1 of 1 CC: Project Architect Structural Engineer Project Inspector DSA Regional Office Compressive Strength of Grout Report Date: 12/2712018 Cube Sample: 35615 Test Method: ASTM C1019 and C39 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St NG Carlsbad West Coast Self Storage MT&SI - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set S: 1 Technician: Urrete, Joseph Batched: 14:20 PST Specimen Size: 2" x 2" Cast By: (Jrrete, Joseph Sampled: 14:30 PST Specimens In Set: 3 Date Cast: 11/28(18 Cast 14:33 PST Contractor Diversified Sampled From: Mixer per ASTM C172 Location - Placement Location: Other, See Location Details Location Details: Top level Soil Nail Sample Location I Notes: Top level Soil nail grouting Batch Log Specifications Batch Consistency: Fluid Strength: 500 (psi) Manufacturer: Calportland Field Measurements Weather'. Consistency: Spread Air Content: Air Temperature (F): 76 Grout Temp (F): 75 (ASTM C1064) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test I Date Field I Lab Cure Days Area (in2) Max Load (lbs) Strength (psi) Break Remark Capping Method 1-1 28 12126/18 1127 4.00 12,020 3,010 UI N 1-2 28. 12/26/18 1/27 4.00 11,890 2,970 Ui N 1-3 28 12/26118 1/27 4.00 12,450 3,110 Ui N Test Age Average Strengths (psi): 28 Day - 3030 Break Remarks Capping Methods UI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2,3) N: No Capping Method U For All DSA Projects: CC: Project Architect Structural Engineer Project Inspector DSA Regional Office Page 1 of 1 U S[S iT SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 12/2712018 Prism Sample: 36217 Test Method: ASTM C1019 and C39 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NO Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set 9: 1 Technician: Rogers, Jeffrey Batched: 05:14 PST Specimen Size: 3" X 6" Cast By: Rogers, Jeffrey Sampled: 06:30 PST Specimens In Set: 4 Date Cast: 12120I18 Cast: 06:40 PST Truck I TicketS: 1922! 4234440 Sampled From: Mixer per ASTM C172 Truck Empty: 06:47 PST Contractor: G BC Concrete & Placement Method: Pump Placement Time: 93 (mm) Masonry Location Placement Location: Other, See Location Details Location Details: CMU wall sections on lines 0 between lines 16 & 23 and 0 between lines M & 0 lift 2. Sample Location I Notes: N/A Batch Log Specifications Supplier Robertson's Mix Design: R5200G42 Strength: 2000 (psi) Plant: 33 On-Site Admixtures: None Field Measurements Weather Clear Slump (In): 7-314 (ASTM C143) Air Content: Air Temperature (F): 57 Grout Temp (F): 73 (ASTM C1064) Load Volume: 10 (yd3) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Data Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (in) Area (in2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 1-1 7 12127/18 215 3.12 3.12 9.73 6.00 35,960 3,700 GRI S 1-2 28 01/17/19 2/26 1-3 28 01117/19 2/26 1-4 28 01/17/19 2/26 Test Age average Strengths (psi): 7 Day -3700 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 1-1: 1.000 Break Remarks Capping Methods Tested By: Cesar Navarro (1) S: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, Inc. Results only relate to the items inspected or Page 1 of I tested. For All OSA Projects: CC: Project Architect; Structural Engineer; Project Inspector DSA Regional Office Compressive Strength of Grout Report Data: 12/28/2018 Prism Sample: 36446 Test Method: ASTM C1019 and C39 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC - San Diego LEA: 47. Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set #: 3 Technician: Allen, James Batched: 08:00 PST Specimen Size: 3!'X 6" Cast By: Allen, James Sampled: 08:45 PST Specimens In Set: 4 Date Cast: 12(13118 Cast: 08:50 PST Truck I Ticket #: 321 I8754880 Sampled From: Mixer per ASTM C172 Truck Empty: 09:55 PST Contractor GBC Placement Method: Pump Placement Time: 115 (mm) Location Placement Location: Other, See Location Details Location Details: 231g , bot. Lift Sample Location I Notes: Na Batch Log Specifications Supplier: Robertson's Mix Design: R8250G44 Strength: 2000 (psi) On-Site Admixtures: None Field Measurements Weather Slump (In): 9-112 (ASTM C143) Air Content: Air Temperature (F): 74 Grout Temp (F): 72 (ASTM C1064) Load Volume: 10 (1d2) Lab Test Results Testing Lab: SCSI, LLC San Diego, LEA: 47, Exp: 04125/2021,6280 Riverdale Street, San Diego, CA. 92120 Specimen Number Test Age Days Test Date Field! Lab Cure Days Avg. Width 1&3(in) Avg. Width 2&4(in) Area (in2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 3-1 7 12120/18 116 3.36 3.09 10.38 6.00 22,520 2,170 GPI S 3-2 28 01/10/19 1/27 3-3 28 01/10/19 1/27 3-4 28 01/10/19 1/27 1 Test Age Average Strengths (psi): 7 Day -2170 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 3-1: 1.000 Break Remarks Capping Methods Tested By: Jeffrey Bedell (1) S: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps General Remarks I This report shall not be reproduced, in full, without prior written approval of SCSI, Inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer, Project Inspector DSA Regional Office Compressive Strength of Grout Report De: 17J2812018 Prism Sample: 36405 Test Method: ASTM C1019 and C39 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main SL NG Carlsbad West Coast Self Storage MT&SI - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set # 2 Technician: Rogers, Jeffrey Batched: Specimen Size: 3" X 6" Cast By: Rogers, Jeffrey Sampled: 09:40 PST Specimens in Set: 4 Date Cast: 12121/18 Cast: 09:50 PST Truck I Ticket #: Sampled From: Mixer per ASTM C172 Truck Empty: Contractor GBC Contracting Placement Method: Pump Placement Time: Location Placement Location: Other, See Location Details Location Details: Ground level CMU wall sections on line 23 between lines C & F lift 2 Sample Location I Notes: N/A Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) On-Site Admixtures: None Field Measurements Weather Clear Slump (in): 7-114 (ASTM C143) Air Content: Air Temperature (F): 67 Grout Temp (F): 74 (ASTM 61064) Load Volume: 10 (yd') Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04125/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (In) Avg. Width 2 & 4 (In) Area (in") Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 2-1 7 12128/18 512 3.15 3.15 9.92 6.00 32,060 3,230 GPI S 2-2 28 01/18/19 5123 2-3 28 01/18119 5/23 2-4 28 01(18/19 5/23 Test Age Average StrengthS (psi): 7 Day - 3230 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 2-1: 1.000 Break Remarks Capping Methods Tested By: Cesar Navarro (1) 5: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM C617) Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project Inspector DSA Regional Office Compressive Strength of Mortar Report Date: 12/31/2018 Cylinder Sample: 36407 Test Method: ASTM C 780 Client Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC -San Diego LEA: 47, Exp: 0412 5J2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280.4717 Sample Details Set th 2 Technician: Rogers, Jeffrey Batched: 11:20 PST Specimen Size: 2"x4" Cast By: Rogers, Jeffrey Sampled: 09:40 PST Specimens In Set: 4 Date Cast 12121(18 Cast: 09:50 PST Contractor GBC Sampled From: Mixer per ASTM C172 Location Placement Location: Other, See Location Details Location Details: Ground level CMI) wall section online 23 between lines C & F lift 3 Sample LocatiOn I Notes: NIA Batch Log Specifications Manufacturer: Spec Mix Product ID: S Strength: 1800 (psi) Mortar Type: S On-Site Admixtures: None Field Measurements Weather Cl Consistency: Cone Penetration Air Content Air Temperature (F): Mortar Temp (F): Lab Test Results Testing Lab: SCSI, LLC San Diego, LEA: 47, Exp: 04/25/2021, 6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field! Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (in!) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 2-1 7 12128/18 3/4 2.00 3.14 10,130 3,230 1 . S 2-2 28 01118119 3/25 2-3 28 01/18/19 3/25 2-4 28 01/18/19 3/25 Test Age Average Strengths (psi): 7 Day - 3230 Capping Methods Tested By: Cesar Navarro (1) 5: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM C617) XPIWEI]rl TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 This report shall not be reproduced, in full, without prior written approval of SCSI, inc. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project Inspector DSA Regional Office II Field Report ii SCSI, LLC - San Diego Client: Project: LEA. 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St NG Carlsbad West Coast Sell Storage MT&Sl - Phone: (619) 280-4321 Orange, CA 92865 Giles Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Allen, James Certification: ICC 5288253 Date: 1211312018 Authority Having Jurisdiction: City of Carlsbad Permit Number: C8C2018-0006 Architect: KSP Studio Engineer: KSP Consulting Contractor. GBC Contracting Start Time 06:30 End Time: 14:00 Time (Hours): 7.00 Location Details: Ground level masonry Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C90, Astm A-6151706 , c746 Material is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 12x8x16 Details: Inspected the placement of 20 cubic yards of Robertsons grout mix rs200g42 , a 2000 psi mix design .Grout placed with a trailer mounted pump. Grout consolidated and reconsolidated with a mechanical vibrater. Tested and sampled the grout. Prisms were grouted for testing to comply with the FM 2000 wail design . Performed pro grout inspection for cmu walls to be placed tomorrow. Grout cells free of protrusions and mortar droppings and debris. Reber installed per plan sheet s1.00 and details 4 and 8 on sheet s2.02. Walls are ready for tomorrows grout placement. Caption: Drop in bars being placed Status of Work Element: Work Element Inspected Pending Completion. cc: Project Architect; Structural Engineer Project Inspector; DSA Regional Office (f Applicable); Page 1 o12 FC1 Field Report IS111 SCST. LLC - San Diego Client: Project: LEA: 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. NG Carlsbad West Coast Self Storage M1&Si - Phone: (619) 280.4321 Orange, CA 92865 Giles Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); PHI-T SCSI, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Daily Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1985 North Main St. NG Carlsbad West Coast Sell Storage PifT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Smith, Donald Certification: ICC 1037223 Date: 1211212018 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Contracting Start Time 08:30 End Time: 12:30 Time (Hours): 4.00 Location Details: Pre-grout CMU inspection at ground level Sorth and East walls Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C90, Astm A-6151706 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 12'x8"x16" Details: On site for pre-grout inspection at first lift (4'8 above footing) at ground level at East wall line 23- between lines C to and South Wall line 0- between lines 23 to elevator pit at grid 16. Contractor dropped vertical reinforcement into positioners or secured to vertical dowels out of footing's. Verified typical vertical reinforcement placement for type, size, grade, spacing and clearance per details, 4IS2.02 calls out #6 verticals at 16" o.c.e. f. and 8IS202 calls out #5 verticals at 16 oc.e.f. also details 3, 5, 14/S301. Contractor will patch all slab dowels, electric and clean out holes in cmu's prior to grout placement. cc: Project Architect; Page 1 of 2 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); HC Field Report DailiReld Report [Sill SCSI, LLC - San Diego Client: Project: LEA. 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St NG Carlsbad West Coast Sell Storage Mr&Si - Phone: (619) 280-4321 Orange, CA 92865 Giles Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Caption: South wall ground level Caption: East wall ground level Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect Page 2 of 2 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); —A .. A$— Field Report Vs01302020 1u SCST, LLC -San Diego Client: Project: LEA- 47, Exp: 04/25/2021 6280 Riverdale St. Giles Engineering Associates. Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Report Number: 154 Technician: Sanford, Vance Certification: AWS!CWI 03040331 Date: 01/30/2020 Authority Having Jurisdiction: City of Carlsbad Permit Number CBC2018-0006 Architect: KSP Studio Engineer. KSP Consulting Engineers Contractor KP Concrete & Steel Start Time 10:00 End Time: 17:00 Time (Hours): 7.00 Location Details: Roof Mechanicals supports Service Being Performed: Special inspection Type of Inspection: Field Welding Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my lime on Site Material Classification: A36 Details: SCST Engineering dispatched their inspector to West Coast Self Storage Facility in Carlsbad, CA to performed welding inspection of the roof condenser support on the lower roof. There were five mechanical structures welded in place on this day (locations J-k, 16.2- 19.3 and location C-D, 18- 18.5) East lower roof. All welding and weld parameters were performed within KP Concrete & Steel's WPS and AWS DI.1 specification. The visual inspection showed no discontinuities or weld defects and acceptable in appearance. The following parameters were recorded: WPS: #KP-Fillet-002 Welder. Jose A. Garcia ID: City of LA #12022234 Electrode: Lincoln E7IT 0.072 diameter Parameters: 27v @240 amps cc: Project Architect Page 1 of 4 Structural Engineer Projeãtinspector DSA Regional Office (if Applicable); _—A- . Field Report VS01302020 I1 mu SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale St Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 2804717 2405 Cougar Drive Carlsbad, CA 92008 Caption: Caption: FCAW in progress cc: Project Architect Page 2 of 4 Structural Engineer Project inspector, DSA Regional Office (If Applicable); AI A le OEM SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale St. San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report VS01302020 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Leveling of structure verified prior to welding Caption: All welds visually inspected for defects 41110 4i j JiiI j j ,J - cc: Project Architect Page 3 of 4 Structural Engineer Project Inspector, DSA Regional Office (If Applicable); AU * 11 SCSI, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale St San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report VS01302020 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Completed welds VT inspected and accepted and signed off Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 4 of 4 Structural Engineer Project Inspector; OSA Regional Office (If Applicable); Caption: Electrode go man SCST, LLC - San Diego I =As A7 flAIItYJ1 Field Report Client: Project: 1 11 6280 Riverdale St. Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Report Number: 144 Technician: Trebesch, Ronnie Certification: SD 922/ CWI 05120541 Date: 10/28/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Engineer: KSP Contractor: KP concrete & Steel Start Time 07:00 End Time: 15:30 Time (Hours): 8.00 Location Details: Stair 2 ground level Service Being Performed: Special Inspection Type of Inspection: Field Welding Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: A36 steel, AWS A5.20 Electrode Details: Welding Equipment Miller Trailblazer 325 S/N MF021787R Electrode: E7IT-8, .072 Dia, Lot# 16347632 Certified Welder: Jorge Negrete #2185 Location: Stair 2 ground level AISC 360/341 is being used as the quality assurance model for the welding inspection, with section N/J quality assurance checks being performed at regular intervals. My calibrated clamp type meter was used for volt/amp checks during welding. I verified heat input and distortion control, amperage, voltage, condition of welding equipment and electrode storage, was in accordance with on-site WPS(s) and manufacturer's recommendations. The contractor's quality control program appears to be working satisfactorily. Work is ongoing. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report SST, LLC - San Diego LEA: 47 Ep: 34/25/2021 6293 Riverdale St. San Diego, CA 92120 Pflcne: (619) 280-4321 Fax: (619) 280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No :c: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; OSA Regional Office (If Applicable); 0 Field Report MG101819A SCSI, LLC - Riverside Client: Project: LEA 262, Exp. 0212512022 1130 Palmyrita Ave., Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (877) 215-4321 Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Report Number: 143 Technician: Germinsky, Michael Certification: [CC 5274303 Date: 10/18/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: Paragon concrete Start Time 06:00 End Time: 14:30 Time (Hours): 8.00 Location Details: 3rd floor Slab west of o line, between gridlines 1 , 23, a and o Service Being Performed: Special Inspection Type of Inspection: Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C94 Robertsons ready mix 42710; 4000 psi Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Reinforcing Steel was Previously Inspected and Approved Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: 42710 Design Strength (psi): 4000 Supplier: Robertson's Total Yards Placed: 190.00 Concrete Sample Data . Load# Truck# Ticket# Slump (in) Air Temp Concrete Air Samples Unit Location (OF) Temp (OF) Content Cast Weight 2031 5004273 4.50 66 77 5 SAN corner of pan deck 18 1877 5008728 5.00 84 80 5 NlWcorner of pan deck near rear of north stairs Details: Arrived onsite as requested to provide continuous inspection of reinforced concrete at the 3rd M pan deck west of 0 line. A total of 190 yards were placed via boom pump truck with out delay in a continuous fashion. Two sets of five test cylinders were cast today. Work observed was found to be in general conformance with supplied project documents. End report. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); lam Field Report MGIO1819A m" SCST LLC - Riverside Client: Project: LEA 262 Pin 0!2I20 113) Palmyrita Ave., Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (877) 215-4321 Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Concrete placement in progress caption: Concrete placement in progress Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Pro• ect Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); - Field Report Report1O1619CC Mki SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 0412512021 6280 Riverdale St. Cues Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Cues Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Report Number: 142 Technician: Castaneda, Christopher Certification: ICC 8041223 Date: 1011612019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: Paragon Concrete Start Time 07:00 End Time: 09:00 Time (Hours): 2.00 Location Details: Third floor mesh reinforcement at Metal deck Service Being Performed: Special Inspection Type of Inspection: Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Not Applicable at This Time Location(s) identified within this Report is Ready for Placement: Yes Total Yards Placed: 0.00 Details: I arrived on site as per scheduled to verified reinforcing steel and metal deck on third floor. Verified that the metal deck was manufactured by Verco, is 18 gage and HBS-36-SS deck type. Metal deck conform to detail I and 4 on s3.02. Verified the wire mesh was 4x4-W2.0xW2.0 welded wire fabric, clearance and spacing was per detailing I on S3.02 Verified chord reinforcement (#5@12"O.C.) all chord reinforcement was per 3RD FLR. CHORD REINFORMENT PLAN" on SI.03 cc: Project Architect; Page 1 of 2 Structural Engineer, Project lnspector, DSA Regional Office (If Applicable); 3308'26"N, 117016'31"W ±26.2ft ME] Dno SCSI, EC - San Diego LEA- 47 Exo: 04/25/2021 . Field Report Report 101619CC Client: Project: 6280 Riverdale St. Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage M&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Caption: Metal deck info Caption: 3rd floor wire mesh and dobies Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); I Field Report Canopy footings iI SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Report Number: 140 Technician: Kjolsrud, Joseph Certification: iCC 5230739 Date: 09/25/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: KP Concrete and Steel Start Time 14:30 End Time: 16:30 Time (Hours): 2.00 Location Details: Exterior canopy HSS column footings Service Being Performed: Special Inspection Type of Inspection: Reinforced Concrete inspection Frequency is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: A615 Gr 60 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Foundations Currently Cleared of All Debris ... - Location(s) Identified within this Report is Ready for Placement: Yes Total Yards Placed: 0.00 Details: I arrived-on site. Following the ieview of the plans and the work. I notified the superintendent that the work was in agreement with the detail; Canopy Pole Footing: with 10 #5 verts, with #3 closed ties; 3 at top @ 1-1/2", 3 © 3" directly below. As well as #3 closed ties with 12" lap along the balance of the cage at 8" o.c. The supervisor of the work and the superintendent were notified that it appeared that the called out, per detail maximum projection of the Pole Footing from finish surface/grade exceeded the noted 3' max. These grade elevations were at the time of my observation unidentifiable. As such they installers/general contractor shall verify such grades. Performing the work in agreement with the plan. Except as noted the work is in general conformance to the plan. End Report. cc: Project Architect; Page .1 of 2 Structural Engineer; Project inspector; DSA Regional Office (if Applicable); . r -1934- 1 LW SCST, LLC - San Diego I A. A7 .. t.AI'I')IV)1 Field Report Canopy footings Client: Project: I_Cit 'tf , CAi. 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Caption: HSS members in place Caption: View showing 643 ties, 3 © 1-1/2", 3 @ 3" Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); WI T SCST, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Si - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Date: 08/28/2019 Contractor. GBC Masonry Technician: lJrrete, Joseph Certification: ICC 5315548 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Studio Engineer. KSP Consulting Start Time 10:00 End Time: 14:00 Time (Hours): 4.00 Location Details: Line 0/10-12 Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: CMU blocks, Mortar, Reinforcement Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: Periodic inspections are conducted at the CMU wail lines 0/10-12 from the clean out 17 courses to the top of the wall. CMU lay up, reinforcement placement is in genaral conformance to the approved plans. Clean outs and cells are reasonably clean. Section is ready for grouting. Picked up I set of grout prisms. Caption: CMU block placement in progress AIM I :J Ij Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 1 Structural Engineer Project Inspector DSA Regional Office (If Applicable); I, FS 1 SCST, LLC - San Diego I A. A7 vn nr,cini Field Report Masonry grout Client: Project: 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 08/27/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer KSP Consulting Contractor GBC Masonry Start Time 07:00 End Time: 12:30 Time (Hours): 5.00 Location Details: Line '0' From '10' to '12' Service Being Performed: Special Inspection Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: Other Material Classification: C94, C476 Type of Inspection: Masonry Other: This work was accomplished prior to and during my time on site. Material Is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: I arrived at the work site at 06:30. At the start of shift, I reviewed the open deanouts at the 17th course. As noted by Braun on 8,26 these deanouts were dean and open. The wall is completed with units to the 35th course. This work is on line '0' from '10' to '12'. The masonry crew engaged in various cleanup/pickup items through the early part of the shift. Prior to the arrival of grout the cleanouts were closed. At 10:10, a ready mix truck containing three and one-half (3.5) yards of masonry grout This mix RS200G42 was treated with Grout-Aid in agreement with the printed instructions. Then pumped into place. The material was installed in high lift procedure with initial and secondary consolidation by vibration. A sample was taken midway through the discharge. From that 8-3/4" slump and 82F material a set of four grout prisms were cast for testing. End Report. T. cc: Project Architect; Page 1 of 2 Structural Engineer Project lnspector, DSA Regional Office (If Applicable); Field Report Masonry grout SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Consolidating grout Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report Masonry SCSI, LLC - San Diego Client: Project: LEA: 47, Exa: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Braun, Stephen Certification: ICC 5238503 Date: 08/26/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Masonry Start Time 08:00 End Time: 12:00 Time (Hours): 4.00 Location Details: Line '0' From '10' to 12' Service Being Performed: Special Inspection Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Material Classification: C90, A615 Type of Inspection: Masonry Other This work was accomplished prior to and dunng my time on site. Material is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: I arrived at the work site at 07:45. The masonry crew was underway with the installation of the drop in vertical reinforcing and slab dowels above inside channel ledger at the inflll space along line '0' from '10' to '12'. Units having been placed previously as high thirteen courses above clean out course which is four courses above the door openings at the roll-doors in this section. First high lift grout placement for intill on 0/10-12 was last week. Contractor anticipates second high lift grout placement tomorrow pending city inspection. I witnessed laying up of final four courses of masonry for second eighteen course high lift. Reinforcing was completed per 3/S3.01 and 13/S3.01. The work was advanced to the 34th course above finished floor. The dean-out for high lift procedure were observed to be dean. The work was found to be in general conformance to the plan. End Report. Caption: Pictures See 26 August 2019 Carlsbad.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No On-Site Field Signature, Confirming Hours. jr~ ~ rk'_ Stephen Braun 08/26/2019 cc: Project Architect; Page 1 of 3 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); - L Li 40 - . Grout space with ledger embeds and Mixing mortar. reinforcing visible at 30 courses above if - T - Installing slab dowels. Cleanouts. mp Layup of 18th course of second high lift 36th course above footing complete. I- I I I I I I Page 2 of 3 Page 3 of 3 lam Field Report Msonryat line 'O'inful 1774-71 lZil SCSTI LLC -San Diego ' Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 , Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 08/21/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Msonry Start Time 07:00 End Time: 13:30 Time (Hours): 6.00 Location Details: Line '0' From '10' to '12' Service Being Performed: Special Inspection Inspection Frequency is: Periodic Work Identified Within This Report Was Conducted: Other Type of Inspection: Masonry Other: This work was accomplished prior to and during my time on site. Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: I arrived at the work site at 06:45. The masonry crew was underway with the installation of the channel ledger at the infill space along line '0' from '10' to '12'. Units having been placed previously as high two coursesabove the door openings at the roll-doors in this section. The in-place units were core drilled with three inch (3") diameter holes for the passage of ledger anchors into the grout space. The ledger then fastened in place. An additional two courses of units were placed for a high lift grouting placement. Reinforcing was completed per 3/S3.01 and 13/S3.01. The work was advanced to the 16th course above finished floor. The clean-out for high lift procedure were observed to be clean. The work was found to be in general conformance to the plan. End Report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 1 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report West SOG and masonry 1H SCSI, LLC -San Diego Client: Project: LEA 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 08/14/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Construction and Paragon Concrete Start Time 07:00 End Time: 11:00 lime (Hours): 4.00 Location Details: Grade level floor at West Service Being Performed: Special Inspection Type of Inspection: Masonry I Reinforced Concrete Inspection Frequency Is: Continuous Work identified Within This Report Was Conducted: During my Time on Site Material Classification: A615/A706 reinforcing Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: N/A Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Not Applicable at This Time Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: N/A Supplier. N/A Total Yards Placed: 0.00 Material is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 - Details: I arrived at the work site at 6:45. The work of the concrete reinforcing crew was underway, at the slab on grade reinforcing West of line '16'. At this area from 'A' to '0', #5 bars were being placed at the called out spacings for E/W and N/S bars differing in specific areas. This work was still underway when I departed the site. Masonry had been completed to the top of wall elevation +/- 8'AFF at the walls immediately South of the stairway adjacent to '1' at 'A'. These walls per 3/S2.02 extended in the limited extent of 'C.2' to '2.3' and '2.3 to 'C.2', were found to be in general conformance to the plan. Masonry courses below finish floor along line '0' from +1- 11 • to '12' are not yet in place for the scheduled placement of S.O.G. in this area. Wall verts. damaged/abandoned at this area need to be replaced with properly epoxy anchored bars. With placement of units as needed to advance the work above FF also ongoing. Similarly, along '0' as noted above, as shown in detail 5/S2.02, #4's at 16: o.c. footing to slab bars have been damaged and are in need of replacement. End Report. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (if Applicable); Field Report West SOG and masonry SCST, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619)280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: S.O.G. reinforcing underway Caption: Line 'C.2', top of masonry wall -"-I.-... i-- _-_-___* -- Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Architect: KSP Studio Field Report Client: Giles Engineering Associates, Inc. 1965 North Main St Orange, CA 92865 Engineer: KSP Consulting S.O.G. West of line '16' Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Date: 08/19/2019 Contractor: Paragon Concrete Technician: Kjolsrud, Joseph Certification: ICC 5230739 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Start Time 06:00 End Time: 14:30 Time (Hours): 8.00 Location Details' S.O.G. placement at West of '16' line Service Being Performed: Special Inspection Type of Inspection: Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: C94 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: N/A Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Not Applicable at This Time Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: SD54001 Design Strength (psi): 4000 Supplier: Robertson's Total Yards Placed: 433.00 Details: I arrived at the work site shortly before the 06:00 start of shift. The boom pump was readied and awaited the arrival of concrete. Once concrete arrived, the placement was begun without delay. Beginning at the Northwest stair the work was advanced to the south in East/West bays by passes of the Laser Screed to strike the concrete to grade. Samples were taken to represent each one hundred and fifty (150) yards placed. A total of four hundred and thirty-three (433) yard were placed; three (3) sets of five (5) specimen each were cast. Five from each sample taken. The 4,000 PSI mix SD54001 was used throughout. A. Carmargo cast the first set of specimen cylinders, I cast the following two sets. End Report. cc: Project Architect; Page 1 of 2 Structural Engineer Project Inspector; OSA Regional Office (If Applicable); NC Field Report S.O.G. West ofline'16' FS1H SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Concrete placement advancing East along 'A' line Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); : Field Report Cast cylinders - 08/19/19 HI' SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Camargo, Angel Certification: ACI #01386445 Date: 08/1912019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor. Paragon Concrete Start Time 06:00 End lime: 10:00 Time (Hours): 4.00 Location Details: Concrete slab pour Service Being Performed: Technician Services Type of Inspection: Field Technician Services I Material Sampling Material Classification: Concrete I Concrete Sample Data Load # Truck # Ticket # Slump (in) Air Temp Concrete Air Samples Unit Location (OF) Temp (OF) Content Cast Weight 3 1925 4876425 5.00 67 85 5 Concrete slab pour; At grid lines: N5. Details: On site I provide quality control. I assisted at inspector Joseph Kjolsrud. I was in jobsite only in placement of first 15 loads. I observed & monitored placement by pump Robertson's concrete mix S054001, 150 cy, 4000 psi @ 28 days, placed in slab pour. All loads were delivered and placed without problems. I made I set of 5 concrete cylinders 4x8" (1@7, 3@28. I Hold). Sample was made in accordance with ASTM C 172. Temperature test was made in accordance with ASTM C 1064. Slump test was made in accordance with ASTM C 143. Concrete cylinders was made in accordance with ASTM C 31. cc: Project Architect Page 1 of 2 Structural Engineer; Project lnspector, DSA Regional Office (If Applicable); ME Field Report Cast cylinders -08119/19 sm SCST, L.L.0 - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Caption: Sample ticket 1 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No - On-Site Field Signature, Confirming Hours. 91 Angel Camargo 08/19/2019 cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); 0 FC Field Report West SOG and East Roof Sim SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Architect: KSP Studio Start Time 07:00 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Engineer. KSP Consulting End Time: 15:30 Project: 180097N.1 Carlsbad West Coast Self Storage M1&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Date: 08115/2019 Contractor: Paragon Concrete Time (Hours): 8.00 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Location Details: Continued at grade level floor at West and roof Service Being Performed: Special Inspection Type of Inspection: Reinforced Concrete! Other Other Type of Inspection: Roof sheeting attachment Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: A615!A706 reinforcing Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: N/A Foundation Excavation Should be Cleared of all Loose SoilslDebris Prior to Concrete Placement: Not Applicable at This Time Location(s) Identified within this Report is Ready for Placement Yes Mix Design: N/A Supplier: N/A Total Yards Placed: 0.00 Details: I arrived at the work site shortly before the 07:00 start of shift. At my arrival the reinforcing steel crew for slab on grade at the Western portion was continuing the installation of their work, of the previous day. This installation of #5 bars: at 12" o.c. North to South and 18" o.c. East to West at that portion of the slab, along lines "3" and "4" as shown on the plan and in the balance of the slab with the spacing at 16" o.c. North to South and 12" o.c. East to West. This continued through the course of the shift. This work was not completed by end of shift. At the request of the project superintendent, I made an observation of the roof sheeting. East of line '16', the deck was attached to supports at laps with seven (7) screws and the required minimum 2" lap of the sheets. While at intermediate supports four (4) screws were provided. This conforms to the call-out of 3617/4 per detail 4/S3.02. This roof sheeting attachment was found to be in general agreement to the drawing with side lap screw attachments at eight inches (8") on center. My observation is not intended replace any review by the jurisdiction. End Report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 1 of 1 Structural Engineer Project lnspector, DSA Regional Office (If Applicable); Field Report Masonry Grout SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 08/0212019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction Start Time 06:00 End Time: 10:00 Time (Hours): 4.00 Location Details: South and West exterior building walls. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: C1019 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: Arriving at the site at 05:25. Shortly before the start of my shift at 06:00, preparation to sample and observe the placement of masonry grout was begun. This includes that lift attaining the eighth course below the top of wall,extending from the fourth control joint West of line '16' at 'A', West, then South to the control joint at 7 adjacent to V. With the arrival of the first at 06:02 the placement of grout was begun. A total of twelve and one-half (12-1/2) yards of the 2,000 PSI design mix RS200G42 was placed into the work. This material was pumped into place. Consolidation was accomplished twice by 120V vibrator. From the first truck a sample was taken while placing at +1- '1' at 'A'. From that eight inch (8") slump and 78F material a set of four grout prisms were cast for testing. Following the placement of grout. Placement of units was advanced on line '0', as leads were built to prepare for subsequent work. End Report. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report Masonry Grout SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Reconsolidation at OWN. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); MS . Field Report Imn SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Cues Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Cues Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Bachour, Nathen Certification: ICC: 8407863, SD:1341 Date: 07/30/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction Start Time 06:00 End Time: 14:30 Time (Hours): 8.00 Location Details: CMU wall 41h and 5th Lifts Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Rebar: ASTM A615, Concrete Block: C90, Mortar: C270 Material is Being Stored in Accordance with Approved Documents:Yes Masonry Block Supplier & Size: Orco 8"x8"x16" Details: - On site as requested for inspection of masonry work at 8" CMU walls 4th. and 5th Lifts. - Observed pIaement of structural masonry per plan sheets S1.02-S1.03, details S3.01, S3.02, at CMU Walls 4th Lift Lines N1-9, 1-2/A-F, Stair#2,and5t Lift Lines 3/M-O, 0/3-10. - Rebar# 5 V @16" oc., #4H @24° oc., and #5 V © 16° oc., #4 H. @16" oc. for stair#2. - Rebar ASTM A 615 grade 60, has correct spacing, cover, lap and tied to avoid displacement. -The Inspected CMU walls ready for grout placement. Caption: On Site Photos See Masonry work-7-30-19-ph otos.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; .. Page 1 of 4 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Page 2 of 4 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 Masonry Work 8" CMU walls at 4th and 5th Lifts LSH INC SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619)280-4717 Page 3 of 4 SCST, LLC - San Diego LEA: 47, Exo: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (61) 280-4321 Fax: (619)280-4717 • - __________ 4 4. 5 a 7 8 9 10 11 12 'rr E • —'1 - F :... ..uJ JI j ;.1•,. ] [ I [ I ______ M. ( • ___ Page 4 of 4 ~~ No kp 12H ' SCSI, LLC -San Diego LEA: 47, Exo: 04/2512021 Field Report Masonry grout Client: Project: 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: iCC 5230739 Date: 07/31/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction Start Time 06:00 End Time: 14:30 Time (Hours): 8.00 Location Details: South and West exterior building wails. Service Being Performed: Special inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: C1019, C94 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block SuppIiet& Size: Orco: 8,8,16 Details: Following my arrival at the site at 05:23. Preparations were made to sample and observe grout placement. This work was prepared to be advanced at the fourth lift at the North and West; fifth at the South and West, North to the masonry control joint adjacent to 'L'. At approximately 06:15 the first truck of Ready Mix Masonry Grout arrived. The slump was adjusted and pumping was begun without delay. The work was advanced West along 'A' from the fourth control joint West of '16'. Then South along the '1', '2', '3' stagger. Then East along '0' to the joint at '10'. During the placement of the second truck a sample was taken. From that 8 1/2" Slump and 76F material a set of four (4 grout prisms were cast for testing. All grout was consolidated twice by 120V vibrator. - Following grouting the crew moved to place units along line '2', advancing North along the perimeter. The work of the day was accomplished in generalconformance to the plan. End Report. RECORD COPV cc: Project Architect; . Page 1 of 2 Structural Engineer; - Project Inspector; DSA Regional Office (If Applicable); It., M C SCST, LLC - San Diego LEA: 47 Exo: 04/25/2021 . Field Report Masonry grout Client: Project: 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Caption: Reconsolidation of grout at line 'A' Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); E ici Field Report Unit Placement IS] En SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865. Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjoisrud, Joseph Certification: ICC 5230739 Date: 08/01/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction Start Time 07:00 End Time: 13:30 Time (Hours): 6.00 Location Details: South and West exterior building walls. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 88,16 Details: Arriving at 06:45. The masonry crew was underway with the placement of 8,8,16 units along line '1 to the seventh course below the top of wall. The exterior walls being completed to this height The work was advanced at the South and East walls of the Northwest stair. This work was completed to one course below the perimeter walls. When the units were in place vertical drop bars were installed where not installed previously. ,This completed the installation reinforcing in agreement with the plan from the control joint adjacent to 'J' at line 7, North and East to the fourth control joint West of'16' along '1'. Following completion at these areas the crew moved to the South and West walls. To advance the work to top of wall along '10', C, 'B' and 'A'. That portion at the North and West was seen to be per plan and ready for grout. End Report. Caption: Unit placement at South wall of NIW stair cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report Unit Placement Di SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 . Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No . . cc: Project Architect; . Page 2 of 2. Structural Engineer; . Project Inspector; DSA Regional Office (If Applicable); . . Field Report SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Brunetti, Rocco Certification: Date: 07/29/2019 ICC 8563081, SD 1330, AWS 2054772 Authority Having Jurisdiction: City of Carlsbad Permit Number. CBC20I8-0006 Architect: KSP Studio Engineer KSP Consulting Contractor KP Concrete and Steel Construction Start Time 08:00 End Time: 12:00 Time (Hours): 4.00 Location Details: 2405 Cougar Drive, NE corner of site. Steel Framing Inspection of welded HSS members at Elevator Shaft. Service Being Performed: Type of Inspection: Field Welding Special Inspection & Technician Services Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: ASTM A36, A500, AWS E7141-116 Fabricator. KP Concrete and Steel Construction Details: On site to provide visual field welding inspection of Steel Framing Connections of HSS Support Beams for the new construction of Carlsbad West Coast Self Storage facility. Please see the progress completed work noted in the final paragraph of this report. The welding consisted A-500 GR-B HSSI2"x 4"x 1/4" (labeled B37) support beams being welded to A36 embed plates inside the elevator shaft. The plans for these welded connections are detailed on shop drawings E-29 and Structural Steel 5/S305.The General Contractor is La Bruna Construction Services and the sub-contractor performing the welding is KP Concrete and Steel Inc. with welder Jose Ayala performing the welding. The Welding Machine in use was a Lincoln Electric Vantage 300 Generator/Welder to a Lincoln Electric LN-25 Suitcase wire feed. The machine operating parameters were about 24volts, and approximately 170Amps with a Wire Feed Speed of approximately 160 in/mm. The machine is set up correctly for the process in use, DCEN (electrode-negative or straight position). The Welding Process in use for this welding is FCAW-S utilizing Lincoln Electric Innershield NR-232 0.072" thickness filler metal, this is equivalent to AWS E71 T-8, It can be welded in all positions, it is qualified for the thickness of this base metal exceeds 70ksi in strength. Written WPS's were not readily available to me for this inspection, therefore, I adhered to the shop drawings on E-29 and Structural Steel 5/S305 for welding requirements. Subsequently, the fit-up and welded joints were within tolerances of WPS Pre-qualifications. Therefore, in accordance for pre-qualification, the criteria adhered to is cited as; AWS 2015 D1.1, joint designation of fillets TC-F12-GF, page 105 Fig. 3.5, Base Metal Table 3.1, Single-Pass Fillet Welds 3.7.3.2, Matching Filler Metal Strength Table 3.2, Maximum Single-Pass Fillet Weld Table 3.6 and Minimum Fillet Weld Size Table 5.7. 3.13.1 and Figures 3.3 for prequailfled Joints. Also, Prequallfled PJP Square Groove Butt Joint weld joint designation B-PI b-GF. Any visible porosity, slag inclusion, lack of fusion, under cuts, misaligned fit up's, or other discontinuities were corrected at the time of inspection. All welding observation was performed in accordance with 2015 edition of AWS DI.1 table 6.1, Visual Inspection Acceptance Criteria and IBC 1704 and 1705 and DSA IR 17-3. The placement of fillet welds on these connections was done with single passes. I confirmed that the fit-up tolerances and welds completed today were in conformance with code standards and plan details, and I did not encounter any discrepancies. (see photos). cc: Project Architect; Structural Engineer; Project Inspector; DSA Regional Office (if Applicable); 14 0 ft *ISO !R 0 11 0 41 Page 1 0f3 IME Field Report L11 SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main SL Carlsbad West Coast Self Storage MT&SI - Cues Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Caitsbad, CA 92008 Caption: HSS AT ELEVATOR SHAFT Caption: Fillet weld at embed plate , - ,r A. 0 j 0 QL. YL' 1. óJ0 ____ 2390SW (1) 3 3308'24"N. 11701676"W ±213.3ft £ 278ft 0 60N (T) 0 3308'24"N, 117016'27"W ±6624.3ft £ 257ft A tk cc: Project Architect; Page 2 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); F71MT1 i M Field Report SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Square groove butt weld O 2630W (1) có 3308'26"N, 117°16'29"W ±328.lft a 270ft w- - lb / " - . .•. .- I •.,-: . ... • Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect Page 3 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Canales, Bobby Certification: ICC 8110437 Date: 07/29/2019 Authority Having Jurisdiction: City.of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction: KP Concrete and Steel Start Time 07:00 End Time: 15:00 Time (Hours): 8.00 Location Details: N/W section of CMU wall Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: CMU, rebar ASTM A615 grade 60, Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8x8x16" Details: Masonry, Observed placement of structural masonry per plan sheet S1.02 detail S3.01 at n/w corner of cmu wall from 22' to 25'4" at line A, 1 to 5.5 and placement of metal embedded spandrel at 207 for proposed decorative window dressing line 1, A to C. Cmu has been placed at a running bond with proper bed and head joints, tooled, excessive mortarfins removed. Reber # 5 verts @ 16" oc. #4 horiz. @ 24" oc. Reber ASTM A615 grade 60 has correct spacing, cover, lap and tied to avoid displacement. Please see attachments for additional information. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); 1 2 3 .4 5 ! ! ! •'° 11 'A... I C. F 0 H ' Field Report SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Observation, cmu, nlw corner 22"-254" Caption: CMU & embedded spandrel 11:30AM M4nA.I20 .4II.TI 55%:) <0 v R E3 04 ef I 2 3 4 5 a 7 a 0 10 I 0$ Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; - . Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); IW IN U SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Masonry, West exterior Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician:Kjolsrud, Joseph Certification: ICC 5230739 Date: 07/2412019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction Start Time 06:00 End Time: 14:30 Time (Hours): 8.00 Location Details: North, South and West exterior building walls. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: C1019 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: - Arriving on site at 05:50. The work of the crew was advancing along line '0' from '3' to '10' at the lift above the 32nd course. Leads and courses were underway. The work was advancing to the 7th course in this lift. As the course of the shift continued. The work was advanced West then North. Along line A and West to '1' South to the masonry control joint adjacent to 'C'. The preparation for grouting was advanced. Scaffolding was raised to allow adequate access. Floor dowels at the third floor level were installed. That work being completed was found to be conforming. As such, ready for grouting. The grouting was begun at shortly before 11:00: At the seven courses including the third floor steel channel. From the fourth masonry control joint West of line '16', West then South along '1' to the control joint adjacent to line 'C. A sample was taken as this work advanced. From that 89F and 8" slump material a set of four grout prisms were cast. Difficulty with the pump equipment was experienced. At the option of the masonry foreman the work was suspended. The remaining portion of that load of masonry grout was sent away as waste. Without delay the pump equipment was corrected and replacement masonry grout was ordered and delivered. The work was completed with this delivery of three and one-half yards of the 2,000 PSI mix R5200G42 as delivered previously. Concurrently with grouting operations the placement of units continued at the South and West. This work was advanced to the top of lift at line '1' at the control joint adjacent to 'C". The placement of units was completed with installation of horizontal bars per plan. At the close of the shift the vertical drop bars had not been installed. End Report. cc: Project Architect; Page 1 of 2 Structural Engineer; , Project Inspector; DSA Regional Office (If Applicable); . . Field Report Masonry, West exterior SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Caption: Grouting at line 'A' Caption: Placement of units at line '2' Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); [•] Field Report Pregrout'lO'&'A'PB' [ Sill '. SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Data: 07/25/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction - Start Time 07:00 End Time: 15:00 Time (Hours): 2.00 Location Details: South and West exterior building walls. Service Being Performed: Special inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other: The work referenced was performed both while I was on site and not. Material Classification: C1019 (S Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: Arriving on site at 06:10. The work of the crew was underway. Through the course of the shift the work was advanced along lines '0', '3, '2' and '1'. With the installation of vertical bars, into the wall bar positioners (spiders) placed as the units were placed previously. To provide conforming lap with the projecting bars below. This installation was completed along '0' West from control joint adjacent to '10', West to '3', North to '2' and along '1' to the control joint adjacent to 'C'. This work was seen to be completed, making that portion of wall ready for grout. For the balance of the shift, materials were stocked along lines '1', 'A' and at Northwest stairway walls. In preparation for placement of units along this area. The lift with units and reinforcing completed, at the South; was found to be in general conformance to the plan. End Report Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 1 of I Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); on Field Report Masonry grout, line '0' NH. SCST, LLC - Riverside Client: Project: LEA 262, Exp. 02/25/2022 1130 Patmyrta Avenue, Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Cues Phone: (877) 215-4321 .. ,Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 07/23/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Construction Start Time 10:00 End Time: 14:30 Time (Hours): 4.00 Location Details: North and West exterior building walls. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work identified Within This Report Was Conducted: During my Time on Site Materialf Classification: C1019 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco: 8,8,16 Details: The prepared masonry at line '0' to the third floor ledger elevation was observed. That limited portion of steel channel ledger approaching line '10', as noted in report of 7,22 was in place. The work was ready for grout placement. Grouting commenced at 10:15. Beginning at line '0' at +/-'10', advancing West along '0', then North. The ten (10) yard load of grout completed the seven course immediately below the third floor ledger to '1' at 'C'. The grout was consolidated and reconsolidated in place. 'A sample of the 2,000 psi mix R5200G42 was taken from that 8" slump and 87F material a set of grout prisms were cast. - At the completion of grouting the installation of ledger along line 'A' from the fourth masonry control joint West of 16 to the corner at '1' and South 'C' was observed. This work of seven courses below the third floor ledger was found to be conforming, except for the installation of slab dowels into slots in the masonry units directly above the ledger. End Report. cc: Project Architect; - Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Ric Field Report Masonry grout, line '0' [Si ll SCST, LLC - Riverside Client: Project: LEA 252 Fxn 0212512022 1130 Paimyria Avenue, Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (877) 215-4321 Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Line 'A', third floor ledger level Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (if Applicable); Field Report masonry and epoxy anchors UI' SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Cues Phone: (619) 28114321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 07122/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer KSP Consulting Contractor GBC Construction and KP Concrete and Steel Start Time 07:00 End Time: 15:30 Time (Hours): 8.00 Location Details: North and West exterior building walls. East building entry canopy. Service Being Performed: Special Inspection Type of Inspection: Epoxy Anchors I Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Quantity AnchorslDowels Inspected: 12 The Epoxy Product: Simpson Set XP Expiration Date of Epoxy: 12/18/19 and 08/04/19 Epoxy Anchor/Dowel hole Diameter, Depth, and Cleanliness was Inspected and in Accordance with Approved Documents: Yes Material Is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: Arriving on site as dispatched for the start of shift at 07:00. I met with the superintendent, Then the misc, steel and masonry foremen. The masons were advancing the work in the Western portion of the building. Masonry units were being installed along line 'A' from the fourth masonry control joint West of line '16 to the corner at line '1'. To the elevation of the third floor channel ledger. Concurrently masonry crew personnel were preparing/installing steel channel ledger angle. Along line '1' South to '2'. '3' then along '0' toward '10'. With the core drilling of three inch (3") diameter holes in the units for the passage of Nelson studs into the grout space. By the end of the shift this work has advanced nearly to '10'. One section of channel ledger has not been installed. The installation of slab dowels is also ongoing. With the wall prepared along '1' and 7. the bars have not yet been installed. Along '0' the wall slots to receive slab dowels has not been completed. The work advances in general conformance but is not ready fro grout at the close of the shift. PK Steel and Concrete mechanics were performing preparatory actions related to install of metal canopies along line "23". A total of twelve (12) 518" all thread rods were installed at the canopy over the sliding doors along that line at 'H.5'. Simpson XP of lots expiring in 12/18/19 and 08/04/20 were used. The holes were prepares in agreement with the printed instructions. One anchor location at each plate, on the upper side of the canopy was anchored with redhead in place of epoxy anchors. This installation will need to be approved by the design professional. End Report. Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 1 of 1 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report [Sill SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Date: 07119/2019 Contractor. GBC!KP Concrete and Steel Technician: Bachour, Nathen Certification: ICC 8407863, SD 1341 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Start Time 06:00 End Time: 15:00 Time (Hours): 8.50 Location Details: Building exterior walls @ 1, 0, Elevator Shaft Service Being Performed: Special Inspection Inspection Frequency Is: Continuous Type of Inspection: Epoxy Anchors I Field Welding / Masonry Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Block: ASTM C90, Mortar C270, Filler Material: AWS E71T8, A500, Plate: A36, Epoxy: Hilt Hit-NY 200-R Quantity Anchors/Dowels Inspected: 56 The Epoxy Product Hilti Hit-HY 200-R Expiration Date of Epoxy: 05/2020 Epoxy Anchor/Dowel hole Diameter, Depth, and Cleanliness was Inspected and in Accordance with Approved Documents: Yes Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: - On site as requested for the following Inspection: - Periodic inspection conducted for masonry work at Building exterior walls at Gridline (0/1 -10 (3 courses)), (1/1-1-0 (3 Courses)), and (1/A-H (7 courses)). Vertical and Horizontal bars were installed. This work is still in progress. - I also Inspect Field welding For (3) HSS 12x4 Elevator separator/guide support beams at level 1-2-3. - 3/16, 1/4 Fillet Weld, Square and Flare Bevel Weld, were inspected. - References: attached details A, B/E-29. - The subcontractor performing the welding is PK Steel and Concrete, with certified welder Jose Ayala performing the welding. - Filler Material: Lincoln Electric Innershield NR232 (AWS E71T8). - Today (3 Beams) Completed Welds Visually inspected, and were in conformance with code standards, and plan details. - Also I inspected the epoxy installation of 56 threaded 5/8" Anchors epoxied into existing CMU Walls for support Elevator roof ledgers. - Holes where brushed and blown clean prior to installation, Hilt! Hit-HY 200-11 Epoxy was used. Caption: Masonry Work Photos Caption: Field welding Photos See masnory inspection -7-1 9-2019-photos.pdf in the documents See Welding-7-19-2019-photos.pdf in the documents section at the section at the end of this report. end of this report. Caption: Epoxy Installation Photos See Epoxy inspection-07-19-2019-photos.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed. In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 12 Structural Engineer Project Inspector DSA Regional Office (If Applicable); SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 280-4717 3rd Flem lift M/Xvvoils at Qidlims0, nd ii Page 2 of 12 4- SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 f I • • I - •- - - - — - -•----- __..qe( 1 __ - -- - - • L - Page 3 of 12 MU SCST, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 280-4717 ield welding of (3) HSS 12x4 Elevator sepaLatot TYP. /i6 HSS12X4X1/4 f FL1/fX12 5"ØX6 d = SIMPSON SET-XP 4-1 EPDXY TYP>- DET. REF:5/S3.05 Eio1 L5X5X1h 04 ' I c X 6 fl Ii SIMPSON 9 II SET-XP U EPDXY '-FAiI - 4_J L5X5X1/2 - DET.B EF:6IS3.O5 Page 5 of 12 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 L P age 6 of 12 Page 7 of 12 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 -u SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 L '4 - Page 8 of 12 Is]-7- SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 ---•-:-- Page 9 of 12 t. A 12 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 11 of 12 Page 12 of 12 SCST, LLC - San Diego LEA: 47, Exp: 04,25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 280-4717 Field Report Masonry.welding, epoxy SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Architect: KSP Studio Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Engineer KSP Consulting Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Date: 07/18/2019 Conhactor. GBC Construction: KP Concrete and Steel Technician: Kjolsrud, Joseph Certification: [CC 5230739 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Start Time 07:00 End Time: 16:00 Time (Hours): 8.50 Location Details: West and North exterior building walls, as well as Trash Enclosure Service Being Performed: Special Inspection Type of Inspection: Masonry I Epoxy Anchors I Field Welding Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: C1 019 Quantity AnchorslDowels Inspected: 10 The Epoxy Product Simpson Set XP Expiration Date of Epoxy: 12118/19 Epoxy Anchor/Dowel hole Diameter, Depth, and Cleanliness was Inspected and in Accordance with Approved Documents: Yes Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: Upon arrival onsite I observed the ongoing placement of masonry units at the Trash Enclosure. This work was advanced to complete four (4) courses today. Completing the walls to full height. Vertical bars were dropped into place, placing the bars into the installed wall bar positioners. To align and support them. Base course units had been installed with faces removed to allow for deanout. The top of footing contact surfaces were cleaned of debris. These being seen to be clean were released for closure. The building exterior wall along A, was previously prepared with eight (8) courses of units above the second floor ledger. From the fourth (4th) masonry control joint West of line '16', extending West to '1', then South to the control joint just North of W. This work was found ready for grout. The first of two ten (10) yard loads of masonry grout arrived at shortly after 09:00. After adjustment to the slump pumping was begun without delay. Beginning at the building along line '1' and advancing to 'A', then East A total of approximately fourteen (14) yards were placed into the work at those building walls. This was followed by the balance of the grout being placed at the trash enclosure walls. At all these noted areas the grout was consolidated and reconsolidated by 120V vibrator. A sample was taken from the second truck. From that 87F and nine inch (9") Slump material a set of four (4) grout prisms were cast. Concurrently installation of Elevator separator/guide support beams was accomplished by PK Steel and Concrete. These four (4) HSS 12x4 were welded in place by AWS certified welder Jose Ayala. He used the FCAW process. These welds are not complete. Only adequate to locate the members in place. Personnel of PK also installed 5/8" ATR for support of the elevator roof ledgers without observation of the epoxy anchorage process. Using a material not identified on the plan and with insufficient depth. When alerted to these shortcoming in the work they opted to abandon the work in place. Coordinate proper materials and procedures and advance the work at a later date. Near the end of the shift. Epoxy anchorage per the plan was accomplished at the two (2) Elevator Hoist Beam support plates. Simpson Set XP of Lot NF1507F1920, with expiration 12/18/19 was used. The installation agreed with the manufacturers printed instructions. A total often (10) 7/8" ATR pieces were installed of the total twelve (12) required. As the two (2) lowest locations of the six (6) per plate at the North plate could not be installed due to interfering scaffolding system in place to provide access to the work. These two (2) remaining anchors will need to be installed after the scaffolding is cleared. End Report. cc: Project Architect Page 1 of 2 Structural Engineer, Project lnspector, DSA Regional Office (If Applicable); Caption: Consolidation along line 1' Caption: Welding by Ayala at HSS 12x4 seperator/guide beam, West side of Hoistway Field Report Masonry,wetding, epoxy SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); Field Report SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Urrete, Joseph Certification: ICC 5315548 Date: 07/10/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006 Architect: KSP Engineer: KSP Consulting Contractor: GBC Start Time 06:00 End Time: 12:00 Time (Hours): 6.00 Location Details: 8" CMU wall lines A/1-9, 1/A-E; 10" CMU wall lines 0/1-12 Service Being Performed: Special Inspection Type of Inspection: Masonry / Material Sampling Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other: Prior to my arrival, and during my time on site Material Classification: CMU, Grout, Mortar, Reinforcement Concrete Sample Data Load # Truck # Ticket # Slump (in) Air Temp Concrete Air Samples Unit Location (OF) Temp (°F) Content Cast Weight (%) 1479 4747786 68 76 3 1st night lift grout pour 81, CMU wall lines N1-9 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: High lift grout pour is conducted at the 8" CMU wall lines A/1-9, 1/A-E. 17 courses grouted. 20 cubic yards of Robertsons mix RS200G42, 2000 psi grout is delivered and placed in lifts. Observed placement, consolidation, and reconsolidation. I set of 3 33x6 grout prisms obtained as samples. One (1) #5 chord bar and #4 slab dowels Wet settled at the top course of the pour. Periodic inspections conducted at the 10" CMU wall lay up at lines 0/1-12 first high lift grouting. Operations are in general conformance to the approved plans, Masonry details on S-302. 1 set of 3 2x4 mortar cylinders obtained as samples. Contractor fabricated 1 set of CMU prisms for grouting on Friday. No issues observed during the operations. cc: Project Architect; . Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); 20 Field Report 12EO SCST, LLC - San Diego Client: Project: LEA. 47, Exo: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Caption: 10 inch CMU wall lines 0/1-12 Caption: Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No C:: Project Architect; Page 2 of 2 Structural Engineer; Froject tnspector; DSA Regional Office (If Applicable); NC Field Report Masonry Grouting [Sill SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad'.CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 07/12/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer KSP Consulting Contractor. GBC Start Time 06:00 End Time: 10:00 lime (Hours): 4.00 Location Details: West and South exterior building walls Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: Other Other: The work referenced was performed during my time on site and prior to my arrival. Material Classification: C94, Masonry grout Material is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: I arrived on site at 0530. At the start of the shift. The delivery of masonry grout was begun. The first truck arrived at 0605. It was treated with grout aid mixed and pumping into the wall was begun. The 2,000 PSI mix )O(XXX)( by Robertsons Ready Mix was used. Beginning along the West exterior at line '1' at E, then advancing South then East along '0'. The grout was placed in High Lift method in individual lifts of four feet (4'). Till the full height of the wall of seventeen (17) courses was filled. Each lift being consolidated and reconsolidated in succession. A total of twenty-five (25) yards of ready mix masonry grout was placed into the work. From the final truck, containing five (5) yards a sample was taken. From that 77 degree and nine and one half (9-1/2") slump material. A set of grout prisms were cast. Additionally, a set of three eight (8") inch masonry prisms prepared on 7, 10, 19 observed by others were grouted solid. The prisms bags were tied closed after the consolidation, reconsolidation and strike-off were accomplished. The grout prisms were likewise, consolidated, reconsolidated and struck-off per C1019. End Report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Structural Engineer Project lnspector, DSA Regional Office (If Applicable); Page 1 of I Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Field Report Welding and Masonry SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 07/15/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor: GBC Construction: KP Concrete and Steel Start Time 09:00 End Time: 13:00 Time (Hours): 4.00 Location Details: West and South exterior building walls Service Being Performed: Special Inspection Type of lnspectiàn: Field Welding / Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other: The work referenced was performed during, my time on site and prior to my arrival Material Classification: E7IT, FCAW electrode Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: I arrived on site at 0830 and began my work with the periodic observation of masonry. The installation of eight (8") inch masonry units was underway along '0'. Eight (8) course being In place from the 18th to 25th along '1'. With the work continuing at '0'. This work, still ongoing was seen to be advancing in general conformance to the plan. Wall bar positioners for vertical bars are in place, but the bars have not yet been installed. Additionally, welding by Jose Ayala, AWS certified welder for KID Concrete and Steel. Was performed and observed at the first mid- height support beam (WF14x34) at Stair 2. Three inches of 1/4" fillet weld was provided at each side of the beam; flange to the supporting embed plate at each end of the beam. These welds were seen to be in general conformance to the plan. Free of visible cracks and porosities. End Report. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector OSA Regional Office (If Applicable); - .'1' •. Ile Field Report Welding and Masonry ii SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 2804321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Caption: Weld at WF14x34 beam to supporting plate. Caption: Masonry wall at control joint along line '0'. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Page 2 of 2 No Field Report 11. SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Alien, James Certification: ICC 5288253 • S.D. # 1032 Date: 07/11/2019 Authority Having Jurisdiction: Other Other Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer KSP Consulting Engineers Contractor. GBC Masonry Start Time 13:30 End Time: 15:30 Time (Hours): 2.00 Location Details: 2405 Cougar dr. Carlsbad. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material ClassificatiOn: C90, C270, ASTM A615 GR60 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 and 10x8x16 DOE Details: Performed a pre grout inspection at the cmu walls described above. Grout cells are free of mortar droppings, protrusions and debris. Rebar consisting of verticle #5 @ 16 o.c. and horizontal #4 @ 24 o.c. placed per plan details 7 and 7a on sheet s-202 and detail 5 on sheet s-301. These walls are ready to grout. Caption: Clean out free of debris Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Page lofi M FC1 Field Report FS] no SCST, LLC -San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Bachour, Nathan Certification: ICC: 8407863, SD:1341 Date: 06/27/2019 Authority Having Jurisdiction: Other Other Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer: KSP Consulting Engineers Contractor: GBC Start Time 06:00 End Time: 10:00 Time (Hours): 4.00 Location Details: Elevator Enclosure at (M.5-0/14.8-16) Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Rebar: A615/706, CMU Blocks Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8816 DOE Details: - On site as requested for inspection of Masonry work at Elevator Enclosure at (M.5-0/14.8-16). - Pre grout inspection conducted for (4rd high lift CMU 8" wall) Elevator Shaft. - Placement is per general construction practice and in conformance to details on S3.02. Clean outs provided. - Masonry Work is generally clean, and ready for Grout Placement. cc: Project Architect; Page 1 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. cc: Project Architect; Page 2 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); lam Field Report SCST, LLC - San Diego Client: Projôct: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Discrepancy: No cc: Project Architect; Page 3 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Technician: Bachour, Nathen Authority Having Jurisdiction: Other Permit Number: CBC 2018-0006 Architect: KSP Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage Ml&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Certification: ICC: 8407863, SD:1341 Date: 0612512019 Other Jurisdiction: City of Carlsbad Engineer: KSP Consulting Engineers Contractor: Paragon Concrete/GBC Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Stem Wall, and Elevator Enclosure at (M.5-0/14.8-16) Service Being Performed: Special Inspection Type of Inspection: Masonry I Rebar Locating Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Rebar A6151706 Equipment Used: N/A Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8816 DOE Details: - On site as requested for reinforcing steel, and Form Placement inspection of the Stem Wall 1-3.5/A-0. - I observed the placement of reinforcing steel at the wall Footings at (1-3.5/A-0), per Details 7, 7NS2.02. - Reinforcing steel placed is acceptable to the plans. - Work Still in Progress. - I also inspect the Masonry work at Elevator Enclosure at (M.5-0/14.8-16). - Pre grout inspection conducted for (4rd high lift CMU 8 wall) Elevator Shaft. - Placement is per general construction practice and in conformance to details on S3.02. - Work Still in Progress. Caption: Rebar and Form Placement Photos Caption: Masnory inspection Photos See Rebar Placement-06-25-2019-photos.pdf in the documents See masnory inspection -06-25-2019-photos.pdf in the documents section at the end of this report. section at the end of this report. Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 1 of 7 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); .low 6 1. SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (6191280-4717 Page 2 of 7 L SO SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 I r : IL p. - - I - - Page 3of7 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 4 of 7 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 inspxtionat the 4th high lift CMU 8" wall Elcvator Shalt Page 6 of 7 Page 7 of 7 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280.4321 Fax: (619) 280-4717 A I - -. NJ Sill SCST, LLC -San Diego LEA. 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Urrete, Joseph Certification: ICC 5315548/SD 1181 Date: 06/26/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer: KSP Consulting Contractor: GBC Masonry, Paragon Concrete Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Elevator enclosure lines M.5-0/14-16; Stem wall lines 1-3.51A-0 Service Being Performed: Special Inspection Type of Inspection: Masonry I Reinforced Concrete Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other: Prior to and during my time on site Material Classification: CMU, Reinforcement Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: Formwork closing and slab reinforcement is being placed at the Stem wall lines A-0I1-3.5. Rebar clearances are observed, in general conformance to detail 7,7NS2.02. Clean ups are being done, section is ready for concrete placement. CMU placement is being conducted at the 4th high lift grouting at the Elevator enclosure lines M.5-0/14-16. Work being done is in general conformance to masonry details on S3.02. Work is in progress, observations only. cc: Project Architect; Page 1 of 2 Structural Engineer, Project Inspector; DSA Regional Office (If Applicable); - gmaotOpt, ' 1 510 IN" %.&W2 as 4. ou I1 SCSI, LL.0 - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Giles Engineering Associates, Inc. 1965 North Main SL Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: CMU placement at the Elevator enclosure Caption: Stem wall -I - I I Ak : fr- : Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); 41 ON Field Report MH SCSI, LLC - San Diego Client: Project: LEA: 47, EXD: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Cingano, Paul Certification: ICC 8711856, ACI 01392185 Date: 06/26/20 19 Authority Having Jurisdiction: Other Other Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer. KSP Consulting Engineers Contractor. Paragon Concrete Start Time 12:00 End Time: 18:00 Time (Hours): 6.00 Location Details: Stem wall at lines NO at north west retaining wall Service Being Performed: Technician Services Type of Inspection: Material Sampling I Reinforced Concrete Inspection Frequency Is: Continuous Material Classification: C94 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: RS400T31 Design Strength (psi): 4000 Supplier Robertson's Total Yards Placed: 17.00 Concrete Sample Data Load # Truck # Ticket # Slump (in) Air Temp Concrete Air Samples Unit Location ("F) Temp ("F) Content Cast Weight (0) I A324 4566805 4.00 66 80 5 North end of stem wall at north west retaining wall Details: On site as requested for concrete inspection/ placement of 17 C/V of Robertson's mix design RS400T3I at 4000ps1 properly consolidated at Stem Wall at linesl-3.5!A-0. - 2 C/V placed at footing at o line next to stem wall -j casted 5 4x8 samples wlslump and temp per ACI Methods - ASTM C172- SAMPLING - ASTM C1064-temperature - ASTM C143- Slump ASTM- C31 casting and curing concrete test specimens NOTE: 21/2 C/V OF 1ST TRUCK I REJECTED AT 3PM Batched at 12:09, TEMP OK CONCRETE NOT WORKABLE cc: Project Architect; Page 1 of 11 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); S* VV% II,oII ?10 §4 A F1LT SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&Sl - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Caption: Stem wall info See Doc Jun 26, 2019, 1309.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Structural Engineer Project Inspector; OSA Regional Office (If Applicable); Page 2 of 11 This ts n0t C(E5 Ito. ROBERTSON'S i it 'IUWt8EP 4566805 Phone 80018347557 San Diego 8001870-1220 111111111111111 111111 liii liii! 11111 IlI/IIiIII/I/IIII/I/IIIhh1i #i frt 2310C2iTrsi4stIM2O INW rrmca corn #14th&-1429$ICOLHME OPEN 7 DAYS *101C4566805 P,EDJ4#'JS .5353 JMA$L #t #15 isRD0rU.DS MES3365L26HST. 016 MEJrh.31iLcoMt4EaD6LSi #25 GARDEIIA, 301 #35 E.4252SGAfiSTI$0P #44 FF 11111111111-5111115 FMIM-1 RD #5 ,Q.141aVOM0Iffi5tis. 4l6 SMtAtItU0.l6I5S1RES1 ill SN3I0N-THH5EH0S #26 ThousoMs.724 AR56RRD #36 ESWIDE)O- *310MPS0HWY #45 orW.vajtS #16 UA(ICR6ST - 11EffliC 3505. #21 MU5REU.2t60ADPJ4SAVE #33 61010 Sii0 RDC#HYOH RD.f45 GAL*TY-7tcoM0SS#. ,41 %uttri0lll -452W Utt5EStR#D53 5133 CIV( .I1DWMSO1IRD tWffM%iEAM1VWPSDST, #i eoa.A.'no. 13303 '0OWRD #21 Diii MSA-1901 awiinD #36 IIGCnES1. vs7eM4EnnRa # 47 #20 SAN CW4EKTI- ItS 11516011 CI 029 EL CAM - 215 CYPRESS L5 #39 PIUWiLt .3T25075T,ISIE6SI #43 03M W11E' Vow LC TS At AS MR 51*#D 29150 KM 16 EO SMRMESDiOS.M61I UIIMEHIE #21 SPINE-MOM comma CIR V16S1 #30 COROlM. I540SH213ORiIS1 #42 4/flESlA- 139456 $14563540 '52 Oo-nt,.era In t# l3j32MtRSt #31 941 M0.E426.1d0E Ht3 453 #11 CTIMMOSQIPADIETh6L #23 PMMAOWU .T212LR0500R61454V9- #33 MIRMIAR- SnE4SIDATEOR #42 WCfQ11i1LL6- 16952 H 061 #54 1IME4id/ilY:2Uj RIALTO- 2111910, SUER AVt #34 1UC61145-3&5555W1 It 043 3-503009M911 this 455 ad/soa #24 02 9E1Y$1S1 PLANT 0KW CUSTOMER M SotD TO APPE it,EFpJ 36 Z6/26/ 19 7963 'PARAGON CONCRETE CONSTR I 1127D1 4566805 IY.CO 0EUERY ADDRESS I INSTRUCTIONS CUSTOMER P0 3O0T # 4025 COUGAR DR CARLSBAD CARLSBAD EL CcM1ItsO REAL CARLSBAD (951)506-101OLAST Th8 Job Phone : (951)238-8243 5BL 0510101140. METER READING TIME WPED TRUCK uc NO 566 14.00 12s09 25450L1. t.OADNO, SLUMP TRUCK 01561CR 1. 4.00 • 1324 8745 WILLIPMB.MICHcjEL POUR N PLACE WALLS DRUM - Job-steytindJ GT 5: 13 on at TIME Of,- JOB CHECK 1040B OVI-Water added job STAND BY INN CHECK 0 Customer's request AMCVNT 1# START POUR gals to Full Ld. RATE OFXS _______ PE/t thiN CASH 0 FINISH POUR E.. gals to 213 Ld s PL4NT MGR SIG gals to 1/3 Ld OV4Et*wy4E LEAVE JOB 4 mu, per yd. unloading time allowed Mete ARRNEPLANT ,cerm10w4tlstue ;uLtuxtaft ADJ. Additional unloading Wi'e chorged at current hourly truck rate . Misteqis 4iwet01 ad/adeesntrnflhIedel,sstrra#aas,ns scsnm Signature celtityteg andes penalty 01 perjury that the Inlormallon contained in this written time record is true and correct. cr11115 5lGN*tUR Cusiome agieci that Die descilbed m3Ie.ial has been chosen solely by Cuslolfl01 without P nsltioc TERMS AND CONDITIONS OF SALE ary plans or specdesljocis eN to the a. ts1.dderettiarMSelhvh to bei.sad omor hoi aam I nan ddc/m42etplpcomenl Cl nialeisal on the leb wie tecl#ctrvg Urea eceary at. swihdS to ISs d1re4swlad . , • locatica Customer shorteN and approval the dp.scabed matonat Shall be e'AdOnCOd byCuitomei S s.9natwe end/os ntrcemom a 'eteasesondegreos to detand, urdenindy end hold 150ben50n5 and is empiciteesand soentS hleniless aman n elIMGSSIDd rrlaterinloolna33bsite Inca a'cnolveabcio Cusnerro! 0115419 loin ITISIOM boing W01Tht4E IncCmplItd* improper a. .nconsuseiii vtrt the lt ilans end sliccitcayoqs or with the . kal3tlhes. costs claims a5scnedbyCuatomoc or 15IT5- Uwiry . movomOnt o,Roansvcmctsu r.panore.toul IhedoIsnefy ocohun Sotelyto tile eieent Customer lislato iimetjpay for me"0 S or COnd.2iain on the land edere the matenal IF al.hzaid. aria I Sw ME'.', ustoinr egresS to pay tuSh reasonable enamels I- -Me sncw:ed by eitolYs ifl tulUterwtce cI SUCh ColleCtion eons Rabers event Rebellions rObins (Ito sern-ces alan stunts ds5Cfsm alIWI5'fs le5 aissaig trcm airy omur esniovi CINIICI Oglees t tima ntive d,hlscent.sl oIl ½ % per monitIon airy amounlso.v to Robertson's tar mare lhztfl tinny (30) doys Cole. Dtsclalme? Due to Sray 154/es arMor vwwisnPU rcd molanab Robensona 5$ hat lesponsiblo for tho results 01 any concrete 15fl0re the coloreg agent has beca added at the 'aquas: ci ISle ousrenv e , edIct at one plant or on the ion eec U) O'fl' CUM OV( ORD OW PROD CODE MIX AND COMMODIrY UOM UNIT PR AMT 10.00 10.210 10.1210 RS4QIOT31 •4000 1" T-PUMP MIX YD3 S 1420 ALLOWED 385..QiGflL MAST JTE O CERTIFY (flat ire IolIowmg H20 BATCHED 2Q14. 5G(L THIS IS Ti%L 4tesczstrsd corranodily we, we.gh% nrscntur or CCUntCG Wis'IcStO edIOSO $SQsratw#ss Oh lies C.iRjteats TAX MOISTURE 1120 161. IZiGAL Who te tt iocOflflsled nuihorsty of accuracy. lie p.1w/and 0. CIIcptW? Mill SIICIOn ¶27C0)t O(iiofl Sal the CUsrn.e t)u,sncua and PREVIOUS 1 '1 • MAX ADD -t2I21 jg5c3pL PIotsseesat d ONOW al Dep C ssitoflio tutmom at uMrdP4piD.jll$e BALANCE C CEMENT 6260.. OLB ROBERYSONS SUB 3/B AGG 3320. QILB WEIGHMASTER TOTAL 1" AGG 11830. OLB - WDEPUTY CHARGE STANDBY W SAND 16280. 12)1.5 - I15uICO1IVtft*I0N C4.yAhIo55 I.PeljNoS al.aslLalss 10.0UIlC45 4U44fl1'IO 425lIØJ 1.4110'S 'tit fl i e 1 JEiure gui I C& CONCRETE DELIVERY TICKET TOThI. - P0 Box 3600 CORONA. CA 92878-3600 AGREEDTOANORECEIVEDomCTOMER Page ______ • . - - 4!_LJA • r,y• - * -•- 9. 1 40 • .• •. - -. - - .. . - - - Nit- ,d • - . -- - 7 - IL;oga6ecj, _____________ : ' - * :. r — _? L •f___ i; • *-_; . - - - - • _/ I Page 7 of 1 I lb :: .• -. J ta - - -. - - - -. • ••-,• : ,T :. I ; "•4 -,. 'e_J.I. , c: - - — •1 ____ =• .-: - ( 'S.f , I . 4 4 • •'4 ., ________ "• • .4 - --4 JIL if c • q . ;.J - - - —. ______ I _____ C'. • - '.j •'i.• - - - 4 •'. ' 4 •T - ' 'p - ' r' TO N i I 'i • ( )4d - - ; 'S ' 14 V ' — •, gt 4% - -? 1' • •1_ . 'i. - - - •. ., -, 'y :". . • '• 4. a ' " •..-Ir i' 4' 1 ' , • 'r i - , .f F / -F'f ' a ,,7 / ' I •. - •,::-- -•".. • • - ''e ., r •'•• .•. #_ I ,. h-• lb, . Page 9 of 11 F:71 '• .5 S. : ,.J .. #', c\, .5 / .S '/• 5, ,. " •--.. S •. /: •I# /s . — .7 - 1• 1/ I 1. F NIT SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report Client: Giles Engineering Associates, Inc. 1965 North Main St Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad, CA 92008 Technician: Bachour, Nathan Certification: ICC: 8407863, SD:1341 Date: 06/2012019 Authority Having Jurisdiction: Other Other Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer KSP Consulting Engineers Contractor: PSG/Paragon Concrete/GBC Start Time 06:30 End Time: 17:30 Time (Hours): 10.50 Location Details: 3-Story Building Wall Footing at (A-O/1-12), and Elevator Enclosure at (M.5-0/14.8-16) Service Being Performed: Special Inspection Type of Inspection: Masonry / Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Concrete: ASTM C90, Reber: A6151706 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose SoilslDebns Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: 62321 Design Strength (psi): 3000 Supplier: Robertson's Total Yards Placed: 44.00 Concrete Sample Data Load # Truck # Ticket # Slump (in) Air Temp Concrete Air Samples Unit Location (oF) Temp (OF) Content Cast Weight (%) 2 1324 4566509 5.00 68 76 5 1/B-C Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8816 DOE Details: - On site as requested for reinforcing steel, and Concrete Placement inspection of the Wall Footings at (A-0I1-12). - I observed the placement of reinforcing steel at the wall Footings at (A-O/1-12), per Details 3, 7, 7NS2.02. - Reinforcing steel placed is acceptable to the plans. - I also inspect the concrete placement into Wall Footings at (N1-9; 1!A-E; 21E-J; 2.51J-L; 3/L-0, and 0/3-10). - Concrete Tailgated to the place, and consolidated by mechanical vibrations. - Robertson's Concrete Mix #621321 (3000 PSI @ 28 days) was used. Approx. 44.00 CY, were placed. - I made I set of (5) concrete (4"x8") test cylinders, and tested for Slump & Ambient and Concrete Temperatures. - I also inspect the Masonry work at Elevator Enclosure at (M.5-0/14.8-16). - Pre grout inspection conducted for 2nd to 3rd Floor (3rd high lift 12' CMU 8" wall) Elevator Shaft. - Placement is per general construction practice and in conformance to details on S3.02. - Clean outs provided. Masonry Work is generally clean, and ready for Grout Placement. Caption: Rebar and Concrete Placement Photos Caption: Masnory inspection Photos See C-06-20-19.pdf in the documents section at the end of this See m-06-20-19.pdf in the documents section at the end of this report. report. cc: Project Architect; Page 1 of 11 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report SIU SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage Mr&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 11 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); r "1 oRAJNACt MAT & WATER PROOFING SEE ARCH FINISHED SURFACE. \ SEE ARCH. & CTAA.- \ CMUSULWH.LSOUD rWOUT ALL CELLS 1VP. w/15 vERI. AND IA HORIZ. PER SPUGESPER 5 WALL DOWELS f 1".C. 1W. U.N. SELECT WALL BACICFELL p ________ 32 SOIL REPORT-- I/ FiLLER JOINT SEE ARCH. GAP OUT. SEE ARCH. (ONLY AT CONIC. SLAB 4d I1 [LILt] 'lTF. i&m- f L SEE PIN 245 CON!. 080.C. : - • CON!. AT DOT PER CM IN .1 STE! SEE PLAN FOR SZE 170505-00230 , ----r, Page 3 of 11 lila [SIN SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 280-4717 'I Page 4 of 11 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 s MIT SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 5 of 11 END SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 - 1 _ lift er of11 Page SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 .. , • I. . -. .••'. .•.' .. -• .. I.... / . - ,-. •:'• :, - • - . ( . f 31E1 :- r . .i -r) \1'-• - I - f . •. . •. -•,--- - - •--- - •- • )-._ - 'p.- . JL 46 ., • . -' - 3 . • - , ,•• r .. ' r. R tip Page 7 of 11 "IC $1' SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 H lljlllIlll.OIUUl 101c4566506' 7i 3- -- jj7' J .. CONCRETE DELIVERY TICKET A Ii Page 8 of 11 omollt, IV T -' - I.' il,4- - . , , 1• f . - -T 1 -J: • Zr ;- . ' "• • 'I -- SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 Page 100th j•w. MIT SCST, LLC - San Diego LEA: 47, Exp-. 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 11 of 11 low Field Report Mki SCST, LLC - San Diego Client: Project: LEA: 47 Fxn: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Bachour, Nathen Certification: ICC: 8407863, SD:134 Date: 06120/2019 Authority Having Jurisdiction: Other Other Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Engineer: KSP Consulting Engineers Contractor: PSG/Paragon Concrete/GBC Start Time 06:30 End Time: 17:30 Time (Hours): 10.50 Location Details: 3-Story Building Wall Footing at (A-O/1-12), and Elevator Enclosure at (M.5-0/14.8-16) Service Being Performed: Special Inspection Type of Inspection: Masonry / Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Concrete: ASTM C90, Rebar: A615/706 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: 62321 Design Strength (psi): 3000 Supplier: Robertson's Total Yards Placed: 44.00 Concrete Sample Data I Load# Truck# Ticket# __________ Slump(in) AirTemp Concrete Air Samples Unit Location (OF) Temp (OF) Content Cast Weight (%) 2 1324 4566509 5.00 68 76 5 1/B-C Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8816 DOE Details: - On site as requested for reinforcing steel, and Concrete Placement inspection of the Wall Footings at(A-O/1-12). - I observed the placement of reinforcing steel at the wall Footings at (A-O/l -12), per Details 3, 7, 7NS2.02. - Reinforcing steel placed is acceptable to the plans. - I also inspect the concrete placement into Wall Footings at (NI-9; 1/A-E; 2/E-J; 2.5/J-L; 3/L-0, and 0/3-10). - Concrete Tailgated to the place, and consolidated by mechanical vibrations. - Robertson's Concrete Mix #621321 (3000 PSI @ 28 days) was used. Approx. 44.00 CY, were placed. - I made I set of (5) concrete (4"x8") test cylinders, and tested for Slump & Ambient and Concrete Temperatures. - I also inspect the Masonry work at Elevator Enclosure at (M.5-0/14.8-16). - - Pre grout inspection conducted for 2nd to 3rd Floor (3rd high lift 12' CMU 8" wall) Elevator Shaft. - Placement is per general construction practice and in conformance to details on S3.02. - Clean outs provided. Masonry Work is generally clean, and ready for Grout Placement. Caption; Rebar and Concrete Placement Photos Caption: Masnory inspection Photos See C-06-20-19.pdf in the documents section at the end of this See m-06-20-1 9.pdf in the documents section at the end of this report. report. cc: Project Architect; Page 1 of 11 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); • Field Report SCST LLC - San Diego Client: • Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 28074321 Orange, CA 92865 • Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No • cc: Project Architect; • • • • Page 2 of 11 Structural Engineer; • Project Inspector; • DSA Regional Office (If Applicable); • sa PLAN LIJJ 2-15 CONT. 0 I •. 1."AT TOP & 4-15 CONY. AT SOT. N PER / - OTECIVICAL am 7SCE* Jr JSclptJNES ,- - FOR SIZE FC-1 [si ll SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Rebar and Concrete Placement of: -Story Building Wall Footing at (A-U/l-12) COUGAR DR ce I CMJ SIX. WALL (IO• j SIX. 07A) SCUD I • I El f . I EROUT ML cats TVP. w, 05 NEWT. AND 94 HOWlS. 2I4 CONT.— - I I PER .SPLJCESPER . r f5 HOOKED I. DOWELS 0 .I. I iro.c.. 1YP.- I h L J 5 wau. oown.s / BI IrO.C. TAP. U.N. 91-AL W WATERPROOF VflUSR JOINT SEE ARCH. UEI4NE I SEE ARCH—... . - OAF OUT. SEE ARCH. (ONLY AT - rDCTERiOR WALLS DRAIMOC MAY & WATER PROOFING SEE ARCH FiNISHED SURFACE. SEE ARCH. & CIVIL-1 SELECT WALL BACKFILl. PER SOIL REPORT #5 HOOKED Downs 0 160.C.. TYP.- 44 cONT. 0 WALl. 1,OWEL 1W. - -8 Cliii SIX. WALL SCUD GROUT ALL CELLS TAP. W/5 VERY. MD 94 HORIZ. PER. SPLICES _%Q 45 WALL DOWELS / j 160.C. TAP. U.N. / !2" JOINT SEE ARCH. I OAF OUT. SEE ARCH. (ONLY AT I / EXTERIOR WALLS WASiOt STORAGES) CONC. SLAB Page 3 of 11 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 /11 .i L 1 l ii / /1 _-•, / / L : •• , 4 •• - Page 4 of 11 - _•j •.•--- Fs1Eø '111-I SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page5of 11 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 tJ:'I > '1 .• 'c 'ç . ..- •- .' - .. -. .. .. ------------- 44 . .. -- . . . ..... - - . .. ".j••. 'I- L . I ...- .-.. .i_• . - Page 6ofll - i '--' t 1 -1 - • I ,., . - b,,. .• - . - - - I. .-. .'i-J--- -.-.-.-------'--- -- _4•'., .' Page 7 of 11 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 51301700.07 RAN PDA- (005.101 17211075 150U055 gala to Fun Id. gals to 213 Id gals 50 113 Id AW. M05 51055071 II RIlE 0575$ _______ PLRII•1 Ca.4 0 •' , a Z%VMW*,.=r 5)1.17 7.530 50 10.00 10.00 30.ee3 3000P/PL .50W/C '103 Ric ISIH SCST, LLC San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 p CONTROL ]OlTON'91 NUMBER 4566506 FoeJ476i San 05008101220 IT= com p .. OPEN? DAYS *101E4566506 ) l •1RtR1)iRH NRt! .• nanvsann RH •m cuwa an. ucPswnT.R .7 IRRMa.U$'7 5t Xncmm.lmswma PR 4 lRTP*R.75lI51IPT •8 ps7S7.RSM 15an0R57* PIP RiRlNSMl PIP no -18 PR ' U.IU7 155 U5UlIR •I PR7RPI.7UIl S PR O7PP5a5115anS •5 155t7157. PUSS pIP ,IPIRLUSUP15 P555 P0117 PS 150W um .5 IuaIWI7I. 7I4Ct P11 atuan .l7lC75pI .5 PSlSML.lflRPlTnit 1557 US 50555W P55 1 ani.w5.an.i :17507 USSIPISUStS 1511 PR 155.1.7155570515 .11 50555 PRNLSIP5 05 P72(1705515 15I05 I 15055 501.,,1715005015 ..,*a%.Ut5IMP0PI .57 0955.017(557 .57 0.50.105 5511 P553 507.1lSI.IlI705 p .77050.7*5010(170 .57 0557570 77715 5.15115554 .57 050.IItI*57SPIIR p5755(50553.75511 III ,sP 1lIW55UY 5755557505 I • 010505.755*95577 P755(72.7*fl 55501 P5115501.055511 P131011- 05555105 115 9I55•05 PLANT WE CUSTOMER NO SOD To. 550500 TICKET NO 36 06/2B/19 79630 PARAGON CONCRETE CONSTR I 112701 4566506 a,DELIAM .arsoan &OWRXTKpqs QMCMERPO /R05 LOTS 4025 COUGAR DR CARLSBAD CARLSBAD/ EL CAMINO REAL CARLSBAD (951)506-10I0LAST TKS Job Phone : (951)238-8243 ompw 5517(5 55550 13157171570 TRJCP. 110755 403 1600.00 25350L1 P LGAo flo SuAr 1*01 0(515 1 4.00 1311 8137 T000.GRRY FOUNDATION FOOTINGS VFW Tojos 5-0 Pus jobfAaCyjjndjQa STFgTes l 1:00 ME ON JOB UIN a1.07211_ZL__ 9/ Water eddeaon job al $115515 os I ii20 ALLOWED 345. OGAL W20 BATCHED 2I05GAL THO a 10 CLOT" . MOISTURE H20 115.OGRL 1750155107 (50553 I 501$PP 0554o 55770*5071050(1*075. 50'1'0 Issb,Cnlr557 17 koan 12750505150.055 175 0075555 Lp.'50 570 MAX ADD H20 19. SGAL CEMENT 5690. OLS C055.07*07Fnd*54.* 3/8 ASS 3160. OLB loltsflOwl IN AGE 1 14880.OLB W SAND 14680. OLB Ja3 's' '" '9Yrk Pavne I CONCRETE DELIVERY TICKET I .55501W 70 55NUJI&GIIV&0IY 05107051(0 00 BOX 3C CORONA. CA 52570 3000 TM Pqalous BALANCE SUB TOTAL STAND BY CHARGk TOTAL Page 8 of 11 - -I Fax SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Page 10 of 11 :' SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 11 of 11 Li L NC Field Report SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Cues Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad, CA 92008 Technician: Bachour, Nathan Certification: ICC: 8407863, SD:1341 Date: 06/05/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor: KIP Steel, GBC Start Time 07:30 End Time: 16:00 Time (Hours): 8.00 Location Details: Roof framing, elevator jambs Service Being Performed: Special Inspection Type of Inspection: Field Welding I Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Filler Material: ASTM: E71T-11, Rebar: A615 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose SoilslDebris Prior to Concrete Placement: Not ApIicable at This Time Location(s) Identified within this Report is Ready for Placement: Yes Details: - Arrived on Site at the request of the client, for inspection of Field Welding, and Epoxy Installation. - The Inspected welding of the second floor posts (HSS4x4x5/16), and beams (HSS4x3x1/4) connections at gndlines (J to U17 to 20), and (C to E/17 to 19). - References: Shop drawing, sheets E45, E54, Detail 'A' and Sections 'A, B, C'. - Filler Material: .072"-Innershield (NR-232), E7IT-8-1-116. - Certified welders: Giovani Rodriguez. He is an AWS certified welder in the FCAW process. - The completed Field Weld were acceptable by visually inspection, and noted (VTOK). - I also inspect the placement of reinforcement steel for concrete pilaster at ground level for the elevator Jambs. - Reinforcing steel placed is acceptable to the plans. Caption: Welding Photos Caption: Rebar Installation See 06-05-2019-Welding photos.pdf in the documents section at See rebar inspection-6-5-2019-photos.pdf in the documents the end of this report. section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 8 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 bne Site Photos - Field Welding Page 2 of 8 SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 c c m c) cw COrn:n \" - I Cl 4- - - 1 -- j ( to- i1 IN UJ -- ...................... - __ - _ --.......... - J I 'i .a t I•' . . t... - a--. - - - -. J•. --- ZIL IJ EJ -- ',* .—.:zf ._ Page 3 of 8 Page 4 of 8 -- LI I --i_I IT 1T1 SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 I t of 8 p SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 mcuj I-SIOL" SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 forcmcnt Steel Inspection for Concrete Pilaster at Elevator-Ground Levei H __ I, \ 1r -lI- \ I 'I- _____ HSSl2,i4/4 .r-L5x5ii'/x04 W/5/HI fl OPNC. " II1t1 / EPDXY NCIIOR PERI1\. (6 EMBED.) rvp. 'jl TOP & BOT. - —13 CLOSED TIES 0 80.C.. IYP. FULl. hEIGHT Of CONCRETE JAMB AND CMU WALl. I - --- :t j4' L:.1 _J (r-4.000;) CIO - '- 25 BARS EA. SIDE VERT. FROM FOOTING TO 1 712' 440-.4110 INAM . I CLR PER . SPUCE 3'-6 FWAM AT IOU N1Q:_i J (VERIFY) Sm. Oh AILS FOR ALJGNUENT BOXOUT FOR ELEVATOR "N. PER, ARCH. - \ -. CONTROLVERIFY W/MMFR. ac4 0. i_4,.L,, 2O-6" 11 h1 ;i cn I 44-i -, ._..--i. --- - I.4 I' i I.. 1 "1 , fs I I - - Page 7-of 8 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 8 of 8 HE Field Report fflu SCSI, LLC - San Diego Client: Project: LEA: 47 Ea 04125/2021 6280 Riverdale Street - Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120- 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Technician: Bachour, Nathen Certification: ICC 8407863, SD 1341 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC2018-0006 . Architect: KSP Studio Engineer: KSP Consulting Date: 04/20/2019 Contractor: KP Concrete and Steel Construction Start Time 12:00 End Time: 14:00 Time (Hours): 2.00 Location Details: 2nd Floor Steel Framing Inspection of welded HSS members Service Being Performed: Special Inspection Type of Inspection: Field Welding Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: ASTM A36, A500, AWS E71-8-1-116 Fabricator: KP Concrete and Steel Construction Details: - - On site to provide visual field welding inspection of Steel Framing Connections of Beams and Columns. The welding consisted of B15 (W16x31) beam being welded to Embed Plate at Gridlines N22, according to detail B! (Ref: 20/S3.01), (15) of HSS 4"x4"xl/4" , and one HSS6"x4"xl/4" Posts, being welded to Base Plates (PL 6"x6"0/4"), at Gridlines (22/B-C-E-G-J-L-N; G-H/18-20; M!17-18; 16/M.3-N.8), (N/18), according to detail C/TYP/(Ref: 5/S3.04). - The plans for these welded connections are detailed on shop drawing E-33. - - The General Contractor is La Bruna Construction Services and the sub-contractor performing the welding is KP Concrete and Steel Inc. with welder Enrigue Rodriguez performing the welding. - The Welding Filler Material was Lincoln Electric Innershield NR-232 0.072, this is equivalent to AWS E71T-8. -The mentioned above welds were in conformance with code standards, and plan details. (see photos). Caption: on Site Photos See Weld i ng-04-20-201 9-photos. pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 5 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); PIT SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 Page 2 of 5 PdL&t; — Page 3 of 5 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 2804717 B15 (W16x31) Beam-Embed Plate Connection at Gridlines A/22 A. EMBED PL. 55, 10' ii_ 51/2 W16X31 IU1I ___ E.L9'-7'/2 I :IIiT c_i L3 I VET. ½' RET1TRN'JAfl: TOP. REF:20/S3.01 AT ------.-----.----.--- SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 (15) of (HSS4"x4"x1/4"), and one (HSS6"x4"x1/4") Posts, being welded to Base Plates (PL 6"x6"x3/4' 6 - ' 71 '3 : rHSS4X4 POST 1/4 4-J DETC REF:5/S3O4 )•• / / BASE PL. 31 X6X6 Page 4 of 5 FO Field Report MG051419A SCST, LLC - Riverside Client: Project: LEA 262, Exp. 02/25/2022 1130 Palmyrita Avenue, Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St Carlsbad West Coast Self Storage MT&SI - Giles Phone: (877) 215-4321 Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Technician: Germinsky, Michael Certification: ICC 5274303 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006 Architect: KSP Studio Engineer KSP Consulting Date: 05/14/2019 Contractor C M C Steel & Labruna Construction,lnc. Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Level 3 Service Being Performed: Special Inspection Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Type of Inspection: Other Other Type of Inspection: Reinforcing steel placement Other Majority of assembly prior to my arrival. Minor corrections during my time on site. Material Classification: Rebar - Gr 60 ksi ASTM A-615 and 4' X 4' WWF. Details: Inspected reinforcement for level 3 pan deck at lower building within grid A to 0 between lines 16 & 23. Bar size, count and spacing and WWF lap splices were in general conformance supplied project documents with the exception of; Punch list *** WWF should be 3/4" clear from top of concrete. There are many locations where WWF is resting on composite decking. WWF requires additional dobies to insure proper clearance of WWF from metal decking. Deck screws should be 36" o.c.. There are locations that require additional screws to meet this requirement. Assistant super has been shown locations. While onsite observed the placement of the reinforcement bar curtain at the retaining wall at the west end of the site. Placement of reinforcement bars at the retaining wall is complete. Bar size, count and spacing was found to be in general conformance with supplied project documents. End reports. cc: Project Architect; Page 1 of 3 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); - Field Report MG051419A SCST, LLC - Riverside LEA 262, Exp. 0212512022 1130 Paimyrita Avenue, Suite 330a Riverside, CA 92507 Phone: (877) 215-4321 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Cadsbad West Coast Self Storage MF&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Caption: Caption: Level 3 reinforcement at lower building within grid A to 0 between Level 3 reinforcement at lower building within grid A to 0 between lines 16 & 23, additional dobies required. lines 16 & 23, additional dobies required. J. r '•,j' I ••, I xh ?' '\ '' ., ,: :. .4 • 1 1.._$t1'lIll. '.'. I I •• . • e •/4 4 IV I. $4 414 I 'I 9 III 'j • H :1 .t. ( / • 4 / -. 4 / - I t is I Caption: Portion of deck where additional WWF support is needed to maintain 3/4' clearance from top of concrete. r; Ir , Caption: reinforcement bar curtain at the retaining wall at the west end of the site 6%[If LVmFARI - ~ "Vamm. cc: Project Architect; Page 2 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); ME] Field Report MG051419A EM SCST, LLC - Riverside Client: Project: LEA 262. Exo. 02/25/2022 1130 Palrnyrta Avenue, Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (877)215-4321 Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Caption: reinforcement bar curtain at the retaining wall at the west end of the site Status of Work Element: Work Element Inspected Pending Completion, Discrepancy from Approved Documents Noted Within. Discrepancy: Yes Discrepancy Status: Open Discrepancy Notification & Description: Additional WWF supports are required at level 2 within grid A to 0 between lines 16 & 23 at various locations to maintain 3/4' clear from top of concrete. Deck screws should be 36" o.c.. There are locations that require additional screws to meet this requirement cc: Project Architect; Page 3 of 3 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); Field Report SCSI, LLC -San Diego LEA. 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main SL Carlsbad West Coast Self Storage MF&SI - Giles Engineering Orange, CA 92655 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Technician: Bachour, Nathen Certification: ICC 8407863, SD 1341 Date: 0412012019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20IS-0006 Architect: KSP Studio Engineer: KSP Consulting Conb'actor. KP Concrete and Steel Construction Start Time 12:00 End Time: 14:00 Time (Hours): 2.00 Location Details: 2nd Floor Steel Framing Inspection of welded HSS members Service Being Performed: Special Inspection Type of Inspection: Field Welding Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: ASTM A36, A500, AWS E7148-1-116 Fabricator. KP Concrete and Steel Construction Details: - On site to provide visual field welding inspection of Steel Framing Connections of Beams and Columns. The welding consisted of B15 (W16x31) beam being welded to Embed Plate at Gridlines A122, according to detail BI (Ref 201S3.01 ), (15) of HSS 4"x4 x1 I4 , and one HSS6"x4"x114 Posts, being welded to Base Plates (P1 6"x6"x3147), at Gridlines (221B-C-E-G-J-L-N; G-1-1118-20; M/17-18; 16/M.3-N.8), (N/18), according to detail CI'TYPI(Ref. 51S3.04). - The plans for these welded connections are detailed on shop drawing E-33. - The General Contractor is La Brune Construction Services and the sub-contractor performing the welding is KP Concrete and Steel Inc. with welder Enrigue Rodriguez performing the welding. - The Welding Filler Material was Lincoln Electric lnnershield NR-232 0.072, this is equivalent to AWS E7IT-8. - The mentioned above welds were in conformance with code standards. and elan details. (see photos). Caption: on Site Photos See Welding-04-20-2019-photos.pdf in the documents section at the end of this report. Status of Work Element Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 5 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); 13 14 i ,j .!7 .i(. • 2LJD FL-.FRAMING PLAN TOP 01 STEEL: EL 9•-7 ½ U.N.O 01 - .- - Page 2of5 SCST, LLC - San Diego LEA: 47, Exp: 0425/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 - ND Floor Framing Plar_______ lb is 2 'U 11141 w. . lC , %Vp~din,,;In5pcton cf 2nd Fioor 16 Posts - and one bcm to urnbcd pLtc t A/22. 0/19/2019 - 1• PETB REF2o/SaO1 ½" RETURN AT TOP/ ¼V Of 5 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 j© A EMBEDPL 1 /3x Ci2'Df tL 9 I E.L9'-7½) 11 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 [15) of (HSS4' and one Posts, being welded to Base 3 3dI F rHSS4X4 POST ¼ 1 - 60 4 4.6 4—J JDET C REF: 51S304 BASE PL. 34sX6X6 Page 4 of 5 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 .1• Page 5 of 5 " L] Field Report SCST, LLC -San Diego Client: Project: LEA: 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1985 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Bachour, Nathen Certification: ICC: 8407863; SD:1341 Date: 04/1212019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer KSP Engineering Contractor. GBC Masonry Start Time 06:00 End Time: 10:00 Time (Hours): 4.00 Location Details: Grout Pour 6th lift walls at line A, and Stair #1, and North Wall Footing of the Elevator Room Service Being Performed: Special Inspection Type of Inspection: Material Sampling / Reber Locating Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Concrete: ASTM C94, Reber ASTM A615 Equipment Used: N/A Details: -On site as requested for grout sampling, and placement inspection of CMU walls 6th lift at lines A19.5-16, and Stair I at 0/12- 16. - Inspected the placement Grout of 10.0 CV (2000 PSI 3/8-Grout). mix # (RS200G42). supplied by Robertson's. - Placement was by trailer mounted pump. Consolidation by mechanical vibration. - I made one set of 4 Grout Samples (3"x3x6), formed by Masonry Block Units. - Also Reinforcing Steel Inspection of North Wall Footing of the Elevator Room. - Reinforcing in accordance with approved drawings and ready for future concrete placement Caption: On Site Photos See Grout placement-04-12-2019-photos.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Rage I of S Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); I V SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 - \ 4SP I S. & _ .0t c&I WALL FooTi .. Page 5 of 5 fr n o Field Report FS1U SCST, LLC - San Diego Client: Project: LEA: 47, Exo: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage Pvff&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Technician: Bachour, Nathan Certification: ICC: 8407863, SD:1341 Date: 0412512019 Authority Having Jurisdiction: City of Carlsbad Permit Number. CBC20I8-0006 Architect: KSP Studio Engineer KSP Consulting Start Time 06:30 End Time: 10:30 Time (Hours): 4.00 Location Details: Level 2 Service Being Performed: Special Inspection Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Type of Inspection: Reinforced Concrete Other. Majority of assembly prior to my arrival. Minor corrections during my time on site. Material Classification: Rebar Or 60 ksi, ASTM A-615, and 4' x 45 WWF Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance Is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Not Applicable at This Time Location(s) Identified within this Report Is Ready for Placement Yes Details: - On site as requested for reinforcement inspections for SOG of Stair #1(A), at gndlines N.1-0112-16. - Verification of required corrections mentioned in yesterday report. - The reinforcement for SOG of Stair #1(A), at gridlinesN.1-0I12-16. Bar size, count, and spacing were correct. - The required corrections mentioned in yesterday report, was verified. - The Level 2 Deck at lower building at (A-0116-23), and SOG for Stair #lat (N.1-0/12-16), are ready for concrete placement Caption: On Site Photos See Deck inspection -04-25-2019-photos.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 5 Structural Engineer Project lnspector, DSA Regional Office (If Applicable); SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 2 of 5 A I Page 3 of 5 H - AM I E1SLJ Tt1t— II - '4~41 3 SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Page 4 of 5 eL - - ----- - - 4 - - 1 4' b*a _ rall i Li - MON.." rim An AM - '- 1-110 Field Report M11 SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineenng Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage ?vff&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Technician: ROGERS, Jeffrey Certification: iCC 5087272 Date: 04/24/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20IB-0006 Architect: KSP Studio Engineer. KSP Consulting Contractor. C M C Steel Start Time 10:00 End Time: 12:30 Time (Hours): 2.50 Location Details: Level 2 Service Being Performed: Special Inspection Type of Inspection: Reinforced Concrete Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: .Other Other: Majority of assembly prior to my arrival. Minor corrections during my time on site. Material Classification: Rebar - Gr 60 ksi ASTM A-615 and 4" X 4" WWF. Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Not Applicable at This Time Location(s) Identified within this Report is Ready for Placement: Yes Details: Inspected reinforcement for level 2 at lower building within grid A to 0 between lines 16 & 23. Bar size, count and spacing and WWF lap splices were correct with the exception of... PL WWF should be 3/4" clear from top of concrete. There are many locations where WWF is resting on composite decking. WWF requires additional dobies to insure proper clearance of WWF from metal decking. cc: Project Architect Page 1 of 2 Structural Engineer, Project Inspector; DSA Regional Office (If Applicable); Field Report SCST, LLC -San Diego LEA. 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St Orange, CA 92865 Project: 180097N.1 Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Caption: Caption: Lap splices at WWF. Caption: Portion of deck where additional WWF support is needed to maintain 3/4" clearance from top of concrete. Status of Work Element: Work Element Inspected Pending Completion, Discrepancy from Approved Documents Noted Within. Discrepancy: Yes Discrepancy Status: Open Discrepancy Notification & Description: Additional WWF supports are required at level 2 within grid A to 0 between lines 16 & 23 at various locations to maintain 3/4" clear from top of concrete. cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); KQ [~7 Field Report r5l U SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 fA 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MI&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Carlsbad, CA 92008 Technician: URRETE, Joseph Certification: ICC 5315548/ICC 5315548 Date: 04/18/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Start Time 07:00 End Time: 10:00 Time (Hours): 3.00 Location Details: 8th grout pour lift line 16/B.5-A, A/9.5-16 Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: CMU, Reinforcement Material is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: Pro grout inspections conducted at the 8th grout pour lift lines A/9.5-16, 16/13.5-A. Ledgers and reinforcement installed in general conformance to the approved plans. Section is generally clean. No issues observed during the inspections. Picked up I set of grout prisms. Caption: 8th grout pour lift line A Caption: Ledger Installation at line A Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 1 Structural Engineer; Project lnspector, DSA Regional Office (If Applicable); Field Report SCSI, LLC - San Diego LEA. 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280.4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Urrete, Joseph Certification: iCC 5315548 Date: 0411012019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00008 Architect: KSP Studio Engineer. KSP Studio Contractor GBC Masonry Start Time 06:00 End Time: 10:00 Time (Hours): 4.00 Location Details: 5th grout pour lift Stair I and line Al 9-16 Service Being Performed: Special Inspection Type of inspection: Masonry Inspection Frequency is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: CMU, reinforcement Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: Pre grout inspections conducted at the 5th grout pour lift at Stair A, lines 041.1/12-16, and Line A/9-16. Section is generally dean and in general conformance to the Masonry details on S2.01, S2.02, embeds in general conformance to details 8 and 14 on SI.08. High lift grouting will be conducted at line A19.2-11.2. Section is generally clean, mortar droppings removed. Clean outs ready to be dosed. Caption: 5th grout pour lift Stair 1 Caption: Clean outs at Lune A Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of I Structural Engineer; Project lnspector, DSA Regional Office (If Applicable); [] Field Report Masonry 1H SCST, LLC - San Diego Client: Project: LEA 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280.4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Braun, Stephen Certification: 5238503 Date: 0410412019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Masonry Start Time 07:00 End Time: 14:00 - Time (Hours): 3.50 Location Details: Line A and stair I Service Being Performed: Special inspection Type of inspection: Masonry Inspection Frequency is: Continuous Work identified Within This Report Was Conducted: During my Time on Site Material Classification: A615, C270, C90 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: Arrived onsite as requested to provide periodic inspection of masonry layup operations for fourth lift at stair 1, south wall of machine room 203 and elevator 2, and wall on Nil .5-16. By end of today, fourth lift masonry of 4'8 was complete with grout spaces clean, reinforcing in accordance with approved drawings and ready for future grout placement Fourth lift masonry consists of courses 16 to 22 above finish floor at 1st level. Caption: Caption: Masonry at Aline cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report Masonry SCST, LLC -San Diego LEA. 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Client: Project: Giles Engineering Assoaates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Si - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Stair one masonry. Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer Project Inspector; OSA Regional Office (If Applicable); Field Report Rebar inspection 'UI SCST, LLC - San Diego Client: Project: LEA: 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MUSI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Braun, Stephen Certification: 5238503 Date: 04104/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect KSP Studio Engineer: KSP Consulting Contractor: Paragon Start Time 07:00 End row: 14:00 Time (Hours): 2.00 Location Details: Slab on grade 16-231A-0 Service Being Performed: Special inspection Type of Inspection: Reinforced Concrete Inspection Frequency Is: Periodic Work identified Within This Report Was Conducted: During my Time on Site Material Classification: A615 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance Is in Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement Not Applicable at This Time Location(s) identified within this Report is Ready for Placement: Yes Design Strength (psi): 4000 Details: Arrived onsite as requested to provide periodic inspection of placement of reinforcing for slab on grade lines 1-161A-0. By time of my departure, reinforcing was complete with column block outs in progress. Caption: Installation of column block outs. Caption: Rebar installation in progress. Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 1 of i Structural Engineer; Project lnspector, DSA Regional Office (If Applicable); FC Field Report MG032719A rsu SCST, LLC - Riverside Client: Project: LEA 262, Exp. 02/25/2022 1130 Palmyrita Avenue, Suite 330a Giles Engineering Associates, Inc. 180097N.1 Riverside, CA 92507 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Phone: (877) 215-4321 Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Germinsky, Michael Certification: 5274303 Date: 03/2712019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Masonry Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Line A and stair 1 Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C 90, C270 and A615 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: Arrived onite as requested to provide periodic inspection of in place CMU and ongoing placement. Work began on A line between lines 8- 16. GBC completed 1st lift of 5'4" between 12- 16 on A line, vertical reinforcing has not been placed yet: At drneof report layup was ongoing on A line between 8- 12. Vertical reinforcing steel placement occurred on line 0 between 12 - 16 and stair 1;1st lift. Reinforcing steel placement was in agreement with plans. CMU cells were found to be clear of excessive mortar. One set of mortar samples were cast today. One set of HS grout cubes were picked up and will be delivered to the San Diego lab. Work observed was found to be in general conformance with supplied job documents. End report. . Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect Page 1 of I Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); M SCSI, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 3/1912019 Prism Sample: 37981 Test Method: ASTM C1019 and C39 Client Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details set 9. 13 Technician: Kjolsnid, Joseph Batched: 06:17 PST Specimen Size: 3"X 6" Cast By: Kjoisrud, Joseph Sampled: 07:37 PST Specimens In Set 4 Date Cast 02119/19 Cast 07:47 PSI Truck ( Ticket S: 2010/4244602 Sampled From: Mixer per ASTM C172 Truck Empty: 07:50 PST Contractor: G.B.C. Concrete and Placement Method: Pump Placement Time: 93 (mm) Masonry Location Placement Location: Other, See Location Details Location Details: line '16,7th lift lines 'A" to 10' Sample Location I Notes: adjacent to job trailer Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) Plant: 36 Forming Method: (Qty: 9) On-Site Admixtures: None Field Measurements Weather: Slump (In); 9-112 (ASTM C143) Air Content Air Temperature (F): 50 Grout Temp (F): 55 (ASTM C1064) Load Volume: 8 (yd Lab Test Results Testing Lab: SCST. LLC San Diego, LEA: 47, Exp: 04/25/2021.6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & S (in) Avg. Width 2&4(in) Area (if) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 13-1 7 02126/19 1/6 3.10 3.10 9.61 6.00 21.820 2,270 GPI S 13-2 28 03/19/19 1/27 3.16 3.16 9.99 6.00 31,420 3,150 Cl GPI S 13-3 28 03/19119 1/27 324 3.24 10.50 6.00 34,110 3,250 Cl GPI S 13-4 28 03/19/19 1/27 3.38 1 3.38 11.42 6.00 1 40,840 3.580 Cl CR1 S Test Age Average Strengths (psi):7 Day - 2270,28 Day - 3320 Test Age Strength Standard Deviation: 7 Day - 0,28 Day -184 Correction Factors: 13-1:1.000,13-2:1.000,13-3:1.000.13-4: 1.000 Break Remarks Capping Methods GI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Nicholes Naquin (1), Cesar Navarro (2,3,4) Checked in :02/2012019(1.2,3,4) 5: Capping Specimens C617) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps - This report shall not be reproduced, in hill, without prior written approval of SCSI, LLC. Results only relate to the items inspected or tested. For All DSA Projects: CC: Project Architect Structural Engineer Project Inspector DSA Regional Office Page 1 of 1 MTI SCSI, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 3/26/2019 Prism Sample: 38082 (4) Test Method: ASTM C1019 and C39 Client Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details set th 14(1) Technician: Bachour, Nathan Batched: 06:45 PST Specimen Size: 3"X 6" Cast By: Bachour, Nathan Sampled: 08:00 PST Specimens In Set 4 Date Cast 02(23119 Cast 08:05 PSI Truck lTlcket #: 1312/4244695 Sampled From: Mixer per ASTM C172 Truck Empty: 08:30 PST Contractor: G B C Concrete and Placement Method: .Pump Placement Time: 105 (mm) Masonry Location Placement Location: Other, See Location Details Location Details: CMLJ wall sections Lift 8 on lines A, 0, 1.23 Top Walls Sample Location I Notes: CMU Wall Lift 8, Line A Batch Log Specifications Supplier: Robertson's Mix Design: RD200G42 Strength: 2000 (psi) Plant 36 Forming Method: (Qty: 4) On-Site Admixtures: None Field Measurements Weather: Sunny Consistency: Slump Air Content: Air Temperature (F): 51 Grout Temp (F): Load Volume: 10 (yd 3) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2&4(in) Area (In') Avg Height Max Load (ibs) Strength (psi) Break Remark Fracture Type Capping Method 14-1 7 03/02/19 2/5 3.13 3.13 9.80 6.00 22,150 2,260 GPI S 14-2 28 03/23/19 2/26 3.08 3.08 9.49 6.00 33,110 3.490 GI GPI S 14-3 28 03/23/19 2/26 3.07 3.07 9.42 6.00 35,040 3,720 GI GP1 S 14-4 28 03/23/19 2126 3.07 1 3.07 1 9.42 6.00 33,420 3,550 GI GPI S Test Age Average Strengths (psl):7 Day - 2260,28 Day -3590 Test Age Strength Standard Deviation: 7 Day -0,28 Day -98 Correction Factors: 14-1: 1.000, 14-2: 1.000, 14-3: 1.000, 14-4: 1.000 Break Remarks Capping Methods GI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Nicholas Naquin (1), Cesar Navarro (2,3,4) Checked In :02125/2019(1,2,3,4) 5: Capping Specimens C617) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types -GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, LLC. Results only relate to the items inspected or tested. For All DSA Projects: CC: Project Architect; Structural Engineer; Project Inspector DSA Regional Office Page 1 of I Compressive Strength of Concrete Report Date: 3/1312019 Test Method: ASTM C 39 Sample: 37880 SCSI, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Sets: 7 Technician: Kjolsrud, Joseph Batched: 05:50 PST Specimen Size: 4 X 8 Cast By: Kjotsrud, Joseph Sampled: 06:45 PST Specimens In Set: 5 Date Cast 02113119 Cast: 06:55 PST Truck I Ticket #: 1312/4244553 Sampled From: Mixer per ASTM C172 Truck Empty: 07:15 PST Contractor Paragon Concrete Placement Method: Pump Placement Time: 85 (mm) Location Placement Location: Other, See Location Details - Location Details: footing at stairway '0:13' Sample Location I Notes: on window (edge South side of the building Batch Log Specifications Supplier: Robertson's Mix Design: 42191 Strength: 3000 (psi) Plant: 36 On-Site Admixtures: None - Field Measurements Weather: Slump (in): 4 (ASTM C143) Plastic Unit Weight Air Temperature (F): 59 Concrete Temp (F): 60 (ASTM C1064) Air Content: Load Volume: 10 (yd 3) Lab Test Results Testing Lab: SCST LLC San Diego, LEA: 47, Exp: 04/25/2021.6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Average Cylinder Diameter (in) Cylinder Area (ins) Max Load (Ibs) Strength (psi) Fracture Type Break Remark Capping Method 7-1 7 02/20/19 116 4.00 12.57 34,560 2,750 1 P 7-2 28 03/13119 1/27 4.00 12.57 48,240 3,680 1 Cl P 7-3 28 03113/19 1127 4.00 12.57 48,080 3,830 1 Cl P 7-4 28 03/13/19 1/27 4.00 12.57 47,920 3,810 1 Cl P 7-5 90 H 05114119 1/89 Test Age Average Strengths (psi): 7 Day - 2750,28 Day - 3770 Capping Methods Cl: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Nicholes Naquin (1,2,3.4) P: Un-bonded Caps of Concrete Cylinders (ASTM C1231) Checked In: 02/1412019(1,2,3,4,5) XMWErlll TYPE I TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 This report shall not be reproduced, in full, without prior written approval of SCST, LLC. Results only relate to the items inspected or Page 1 of 1 tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project Inspector, DSA Regional Office Compressive Strength of Grout Report Date: !12 Prism Sample: 37843 Test Method: ASTM C1019 and C39 Client Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set #: 12 Technician: Rogers, Jeffrey Batched: Specimen Size: 3" X 6" Cast By: Rogers, Jeffrey Sampled: 07:20 PST Specimens In Set: 4 Data Cast 02112f19 Cast 07:30 PST Truck/Ticket #: Sampled From: Mixer per ASTM C172 Truck Empty: Contractor: GBS Placement Method: Pump Placement Time: Location Placement Location: Other, See Location Details Location Details: CMU wall sections on lines A between lines 16 & 23 and 23 between lines A & G lift 7. Sample Location I Notes: NIA Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) On-Site Admixtures: None Field Measurements Weather Clear Slump (in): 8 (ASTM C143) Air Content Air Temperature (F): 58 Grout Temp (F): 70 (ASTM C1064) Load Volume: 9.5 (yd) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field! Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (in) Area (ln Avg Height Max Load (ibs) Strength (psi) Break Remark Fracture Type Capping Method 12-1 7 02/19/19 116 3.10 3.20 9.92 6.00 20,980 2,120 GPI S 12-2 28 03!12119 1/27 3.10 3.10 9.61 6.00 29,480 3,070 GI GPI S 12-3 28 03/12/19 1/27 3.10 3.10 9.61 6.00 27.620 2.870 Cl GPI S 12-4 28 03/12/19 1/27 3.10 3.10 9.61 6.00 27,770 2.890 Cl GPI S Test Age Average Strengths (psl):7 Day - 2120,28 Day -2940 Test Age Strength Standard Deviation: 7 Day - 0,28 Day -88 Correction Factors: 12-1:1.000,12-2:1.000,12-3:1.000,12-4: 1.000 Break Remarks Capping Methods GI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Nicholas Naquin (1), Cesar Navarro (2,3,4) Checked In :02/13/2019(1,2,3,4) S: Capping Specimens C617) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, I.I.C. Results only relate to the items inspected or Page 1 of 1 tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project Inspector DSA Regional Office 1..' •'A FIT SCST, LLC -San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 3/8/2019 Prism Sample: 38327 Test Method: ASTM C1019 and C39 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set #: 15(1) Technician: Estifanos, Akliiu Batched: 05:56 PST Specimen Size: 3"X 6" Cast By: Estifanos, Aklilu Sampled: 07:10 PST Specimens In Set: 4 Date cast: 03101119 Cast: 07:15 PSI Truck ITicket #: 1312 / 4244894 Sampled From: Mixer per ASTM C172 Truck Empty: 07:20 PST Contractor: Placement Method: Pump Placement Time: 84 (mm) Location Placement Location: Other, See Location Details Location Details: The top lift at cmu wall on line 16 between line 16 between lines A and 0. Sample Location! Notes: Close to cmu stockpile behind building Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) Forming Method: (Qty: 0) On-Site Admixtures: None Field Measurements Weather: Consistency: Flow Cone Air Content: Air Temperature (F): 60 Grout Temp (F): 65 (ASTM C1064) Load Volume: 10 (yd 3) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 RiverdaleStreet, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (in) Area (In2) Avg Height Max Load (ibs) Strength (psi) Break Remark Fracture Type Capping Method 15-1 7 03/08/19 1/8 3.20 3.20 10.24 6.00 29,900 2,920 GPI S 15-2 28 03/29/19 1/27 15-3 28 03/29/19 1/27 15-4 28 03/29/19 1/27 Test Age Average Strengths (psi):7 Day -2920 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 15-1: 1.000 Break Remarks Capping Methods Tested By: Cesar Navarro (1) Checked In: 03102/2019 (1,2,3,4) 5: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM C617) Fracture Types GPI: Reasonably well-termed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, I.I.C. Results only relate to the items inspected or tested. For All DSA Projects: CC: Project Architect; Structural Engineer; Project Inspector DSA Regional Office Page 1 of 1 Compressive Strength of Grout Report Date: 317I2019 Prism Sample: 37586 Test Method: ASTM C1019 and C39 Client: Project Cites Engineering Associates, Inc. 180097N1 1965 North Main St. Carlsbad West Coast Self Storage MT&Si - Cites Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Sample Details Set #: 10 Technician: Smith, Donald Batched: Specimen Size: 3" X 6" Cast By: Smith, Donald Sampled: 07:10 PST Specimens In Set 4 Date Cast 02107119 Cast 07:20 PSI Truck / Ticket S: 1312/4244374 Sampled From: Mixer per ASTM C172 Truck Empty: Contractor G.B.0 concrete and Placement Method: Placement Time: masonry Location Placement Location: Other, See Location Details Location Details: 5th lift line 16- btwn B to L6 and between elevation 14'8" to 20' above level I finish floor Sample Location I Notes: Near trailer Batch Log Specifications Supplier Robertsons Mix Design: RS200G42 Strength: 2000 (psi) On-Site Admixtures: None Field Measurements Weather Slump (in): 8 (ASTM C143) Air Content Air Temperature (F): 35 Grout Temp (F): 55 (ASTM C1064) Load Volume: Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/2512021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field! Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (In) Area (ire) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 10-1 7 02114119 116 3.10 3.10 9.61 6.00 28,630 2,980 GPI S 10-2 28 03/07119 1/27 3.10 3.20 9.92 6.00 35,320 3,560 GI GPI S 10-3 28 03/07/19 1127 3.10 3.20 9.92 6.00 34,570 3,490 GI GPI S 10-4 28 03107/19 1127 3.10 1 3.20 9.92 600 36,310 3,660 GI GPI S Test Age Average Strengths (psi):7 Day -2980,28 Day -3570 Test Age Strength Standard Deviation: 7 Day - 0,28 Day -72 Correction Factors: 10-1: 1.000, 10-2: 1.000, 10-3: 1.000, 10-4: 1.000 Break Remarks Capping Methods GI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1), Nicholas Naquin (2,3.4) Checked in :0210812019(1,2,3,4) S: Capping Specimens COil) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, LLC. Results only relate to the items inspected or Page 1 of I tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project inspector, DSA Regional Office S[ 1T SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Compressive Strength of Grout Report Date: 31MOI 9 Prism Sample: 38400 Test Method: ASTM C1019 and C39 Client: Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details set P. 16 Technician: Kjolsrud, Joseph Batched: 06:43 PST Specimen Size: 3"X 6" Cast By: Kjolsmd, Joseph Sampled: 07:20 PST Specimens In Set 4 Date Cast 02127119 Cast 07:30 PST Truck ITicket #: 1320/4153322 Sampled From: Mixer per ASTM C172 Truck Empty: 07:50 PSI Contractor: GBC Placement Method: Pump Placement Time: 67 (mm) Location Placement Location: Other, See Location Details Location Details: line '16', ninth lift Sample Location! Notes: on West side of Bldg Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) Plant 33 Forming Method: (Qty: 9) On-Site Admixtures: None Field Measurements Weather: Slump (in): 9-112 (ASTM C143) Air Content Air Temperature (F): 55 Grout Temp (F): 60 (ASTM C1064) Load Volume: 9 (yd Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 0412512021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (in) Area (in 2) Avg Height Max Load (Ibs) Strength (psi) Bleak Remark Fracture Type Capping Method 16-1 7 03106/19 116 3.12 3.12 9.73 6.00 23,860 2,450 GPI S 16-2 28 03/27/19 1/27 16-3 28 03/27119 1127 16-4 28 03/27/19 1127 Test Age Average Strengths (psi):7 Day -2450 Test Age Strength Standard Deviation: 7 Day -0 Correction Factors: 16-1: 1.000 Break Remarks Capping Methods Tested By: Cesar Navarro (1) Checked In: 02/28/2019(1,2,3,4) S: Capping Cylindrical Concrete Specimens (Sulfur Caps) (ASTM C617) Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST. LLC. Results only relate to the items inspected or Page 1 of 1 tested. For All DSA Projects: CC: Project Architect; Structural Engineer Project Inspector DSA Regional Office Ill Field Report Daily Field Report SCST LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage M1&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Smith, Donald Certification: ICC 1037223 Date: 0210712019 Authority Having Jurisdiction: City of Carlsbad Permit Number. CBC20I8-0006 Architect: KSP Studio Engineer KSP Consulting Contractor GBC Contracting Start Time 06:30 End Time: 14:30 Time (Heels): 8.00 Location Details: Grout CMU walls; 5th lift @ GL 16- A to approximately M.5 6th lift@GL/A-16t023,GLI23-A toO,GLI0-16to23. Pro - grout inspection West Wall line 16- A to M.5 to 25' 4° (8) courses Service Being Performed: Special Inspection Type of Inspection: Masonry I Material Sampling Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Astm C90, C94, Astm A-6151706 grade 60, Concrete Sample Data Load Truck # Tlcket# Slump (in) AirTemp Concrete Air Samples Unit Location (F) Temp (OF) Content Cast Weight (%) 1 1312 4244374 8.00 35 55 4 5th lift @ West Wall line 23- btwn A to L6 Material is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8°x8"x16" grey Details: On-site for CMU layup and grout placement at the following location; Monitor placement consolidation I reconsoiidation of 30 cubic yards of 2000 psi concrete supply by Robertson's Ready Mix Design # R5200G42 for 5th lift (8 courses) at West Wall line 16 from grid lines A & M.5 between 14'8" to 20° above level I finish floor. Grout placement @6th lift @ north wall line A - from grid 16 to 23, East wall line 23 from line A to 0 and South wall line 0 from line 16 to 23-to 25'4° abovel level I finish floor. Pro-grout cmu inspection for 6th lift at West Wall line 23-between A to M.5 at elevator. (8) courses between elevation 20' to 254" above level I finish floor with #5's (v) dropped spliced bars spaced @ 16" o.c. & #4's (h) spaced @ 24" o.c. with splice lap @ 30" for #5's & 24" for #4's. Inspected cells for mortar protrusions not to exceed 112°, reinforcement is secured in place. Vertical reinforcement secured with positioners @ lower section and top stringer. Referenced IA, 3, 111S3.01. No discrepancies noted. Samples - I set of 4 grout prisms, I set of 3 grouted block prisms. cc: Project Architect Page 1 of 2 Structural Engineer, Project lnspector, DSA Regional Office (If Applicable); S mo Field Report Wily Field Report 012 SCST, LLC -San Diego Client: Project: LEA: 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St. Carlsbad West Coast Self Storage MF&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Caption: Caption: vertical rebar secured at top Typical jamb added horizontal ties & 180° hooks "candy canes" p Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect Page 2 of 2 Structural Engineer. Project Inspector; DSA Regional Office (If Applicable); I-SFAI lIT SCSI, LLC - San Diego LEA 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Urrete, Joseph Certification: ICC 5315548/SD 1181 Date: 0410212019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer: KSP Engineering Contractor. GBC Masonry Start Time 10:00 End Time: 14:00 Time (Hours): 4.00 Location Details: 2nd grout pour lift wall at line A and Stair I Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: CMU blocks, Reinforcement Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: ORCO 8x8x16 Details: Pre grout inspections conducted at the 2nd grout pour lift 8 courses at wall along line A and stair 1. Cells are generally clean, reinforcement and ledgers placed in general conformance to the plans. No issues observed during the operations. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 1 of I Structural Engineer Project lnspector, DSA Regional Office (If Applicable); Wi• T SCST, LLC - San Diego LEA: 47, Exp: 0412512021 6280 Riverdale Street San Diego, CA 92120 Phone: (819) 280-4321 Fax: (619) 2804717 Compressive Strength of Grout Report Date: 3/29/2019 Prism Sample: 38327 Test Method: ASTM C1019 and C39 Client Project Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Sample Details Set #: 15(1) Technician: Eslifanos, Aklilu Batched: 05:56 PST Specimen SIze: 3"X 6" Cast By: Estifanos, Akiiiu Sampled: 07:10 PST Specimens In Set: 4 Date Cast 03101119 Cast 07:15 PST Truck I Ticket #: 1312! 4244894 Sampled From: Mixer per ASTM C172 Truck Empty: 07:20 PST Contractor: Placement Method: Pump Placement Time: 84 (mm) Location Placement Location: Other. See Location Details Location Details: The top lift at cmu wall online 16 between line 16 between lines A and 0. Sample Location Notes: Close to cmu stockpile behind building Batch Log Specifications Supplier: Robertson's Mix Design: RS200G42 Strength: 2000 (psi) Forming Method: (Qty: 0) On-Site Admixtures: None Field Measurements Weather: Consistency: Flow Cone Mr Content: Air Temperature (F): 60 Grout Temp (F): 65 (ASTM C1064) Load Volume: 10 (yd3) Lab Test Results Testing Lab: SCST, LLC San Diego, LEA: 47, Exp: 04/25/2021,6280 Riverdale Street, San Diego, CA, 92120 Specimen Number Test Age Days Test Date Field I Lab Cure Days Avg. Width I & 3 (in) Avg. Width 2 & 4 (in) Area (in2) Avg Height Max Load (Ibs) Strength (psi) Break Remark Fracture Type Capping Method 15-1 7 03/08119 116 3.20 3.20 10.24 6.00 29,900 2,920 GPI S 15-2 28 03/29/19 1/27 3.13 3.13 9.80 6.00 36,590 3,730 GI GPI S 15-3 28 03/29/19 1/27 3.12 3.12 9.73 6.00 38.010 3,910 GI GPI S 15-4 28 03/29/19 1/27 3.15 3.15 9.92 6.00 37.450 3,780 GI GP1 S Test Age Average Strengths (psi):7 Day - 2920,28 Day - 3810 Test Age Strength Standard Deviation: 7 Day - 0,28 Day -73 Correction Factors: 15-1: 1.000, 15-2:1.000,15-3:1.000,15-4: 1.000 Break Remarks Capping Methods GI: The Material Was Sampled and Tested in Accordance with the Requirements of the Approved Documents. The Material Tested Met The Requirements of the Approved Documents. Tested By: Cesar Navarro (1,2,3,4) Checked In :03/02/2019(1,2.3,4) S: Capping Specimens C617) Cylindrical Concrete (Sulfur Caps) (ASTM Fracture Types GPI: Reasonably well-formed cones on both ends, less than in. of cracking through caps This report shall not be reproduced, in full, without prior written approval of SCST, LLC. Results only relate to the items inspected or Page 1 of 1 tested. For All DSA Projects: CC: Project Architect; Structural Engineer; Project Inspector DSA Regional Office SCSI. LLC Corporate Wo.dquorl.rs 6280 QiveraIe Street San Diego. CA 92120 T 877.215.4321 P 619.280.4321 F 619.280.4717 W www.scst.com SPECIAL INSPECTION REPORT IcI/'I IPLI I ICI I I FIX I I SCSTNo._I g o 0q7Vi Report No.____________ PAGE OF TYPE OF INSPECTION: 0 REINFORCED CONCRETE 0 BATCH PLANT - I "MASONRY 0 FIELD WELDING 0 SHOP WELDING 0 FIREPROOFING 0 PT CONCRETE/STRESSING 0 SHOTCRETE 0 POST-INSTALLED ANCHORS 0 HIGH STRENGTH BOLTING 0 ROOFING/WATERPROOFING 0 PROJECT TITLE: ASE 4: DSA/OSHPD FILE NO.: I DSA/OSHPD APP. NO.: PROJECT ADDRESS: -5 b11I'C o COAL , ci PERMIT NO.: C-B' 2o/- 000 c PLAN FILE NO.: ARCHITECT: )< s F s ENGINEER: k5p I SCHOOL DISTRICT: GENERAL CONTRACTOR: L0... Cty-cZu-i SUBCONTRACTOR. LAB FACILITY (SELECT ONE): SAN DIEGO: DLM#047; EXPIRATION DATE: 04/25/2021 I PICO RIVERA: DLEA#262; EXPIRATION DATE: 05/04/2022 RIVERSIDE: DLEA#293; EXPIRATION DATE: 02/25/2022 LOCATION OF WORK INSPECTED: Cfr11/i.vrJ o.J cv 2i"ie 6: MATERIAL CLASSIFICATION: A6TM q ps a' Cr / DATE: 3/' /rn I DESCRIPTION OF WORK INSPECTED: TIME ARRIVED: 14.b, TIME DEPARTED: I I q.. I s 7 Ajvd gat ;6(9 AL tfeio4,ri 'i.lO4E.7tAf A dr..Q tC. i — VA4cJ . fLrf.wJ4 ( pJf1 / f WbJ1 L.to (- .ei4,e j9 / 7 o-'.J , / i/S 3.o Iq-1S3.o' — J44/J% 44-4/ PS Q 00 Laa=4Lf (OIL 1 / 1,€LAed% Lie A øwtd 0. ) a / m /71t) /7. % #cet&d .tE4a. .t4reAJ 14fPu; P.E. REVIEW: CBCIlCC: I hereby certify that I have inspected the above reported work. Unless noted otherwise, the work inspe4d is to the best of my knowledge in compliance with the approved plans, specificand applicable sections of the governing building laws. Inspector Initials ____________________ DSAIOSHPD: The worlD WAS 0 WAS NOT inspected in accordance with the requirements of the DSA approved or OSHPD approved documents. DSAIOSHPD: The work inspected 0 MET 0 DID NOT MEET the requirements of the DSA approved or OSHPD approved documents. DSAIOSHPD: Material sampling 0 WAS 0 WAS NOT 0 NIA performed in accordance with DSA approved or OSHPD approved documents. I 7 Co s ___NSP SIGNATURE REGISTRATION No. SUPERINTENDENTS SIGNATURE DATE *signature authorizes the above work. scar 110 Rev 3115 cc: Project Architect; Structural Engineer; Project Inspector; DSA Regional Office; School District [] Field Report Pre grout Is] U SCSI, LLC - San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage M1&SI - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Braun, Stephen Certification: ICC 5238503 Date: 02/2812019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-00006 Architect: KSP Studio Engineer. KSP Consulting Contractor. G.B.C. Concrete and Masonry Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Lines: '16' and 'G' Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: Prior to my Arrival Material Classification: ASTM: C1019 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8/12 Details: Onsite as scheduled for pre grout inspection for masonry. Inspection of second lift of interior wall on GI17-21 of 8.5 courses (5.5 of 8" and 3 of 12") with #5 vertical at 8" o.c. and #6 horizontal at 8" o.c.e.f. in 12" portion of wall. Reinforcing and grout spaces in substantial conformance with plans and code. However, embeds and dowels are not currently installed. Refer to details 11/S3.02 and 14/S3.04. Masonry contractor is focused on finishing layup and installation of embeds between construction joints for top lift of wall on '16' line in order to be ready for grout placement tomorrow and to be able to tear down scaffolding. Corner of wall at 16/A-A.5 is raked in order to facilitate future layup of wall to west of project. Roof ledger embeds and layup complete for wall on '16' line/A.5-M.5. In place reinforcing and grout spaces in substantial conformance with plans and code. Refer to detail 9/S3.02. Informed project superintendent that slab dowels remain to be installed for first lift walls between N,0,12 and 14 lines. cc: Project Architect Page 1 of 2 Structural Engineer, Project Inspector; DSA Regional Office (If Applicable); SCST, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Caption: Roof ledger installation. Field Report Pre grout Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St Carlsbad West Coast Sell Storage MT&St - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Layup in progress. Caption: Walls at 12,14,N and 0 lines Caption: Layup complete. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); No Field Report Masonry 2,27,19 SH SCSI, LLC - Riverside LEA 262, Exp. 0212512022 1130 Palmyrita Avenue, Suite 330a Riverside, CA 92507 Phone: (877) 215-4321 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Si - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Kjolsrud, Joseph Certification: ICC 5230739 Date: 02/27/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number. CBC 2018-00006 Architect: KSP Studio Engineer KSP Consulting Contractor. G.B.C. Concrete and Masonry Start Time 07:00 End Time: 11:00 Time (Hours): 4.00 Location Details: Lines: '16' and more Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: Other Other. The work referenced was performed during my time on site and prior to my arrival. Material Classification: ASTM: C1019 Material Is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Details: Arriving on site at 06:40. I began my shift with the observation of masonry grout placement. This work was performed along line '16' in the ninth (9th) lift, extending from lines 'A' to nearly '0'. A sample of the 2,000 PSI material of Mix Design RS200G42 was taken. From that 60F and 9-1I4 slump material a set of four (4) grout prisms were cast. All grout was consolidated twice. After the completion of grout placement I reviewed the clean-out cells at the high lift grouting area. This included '14' from '0' to 'N.1', 'N.l' from '13'-'14' and '0' from '13.8' to '14'. These locations were observed and in those spaces not visually accessable, investigated by hand contact. A few locations of inadequate cleaning were found. These were corrected without delay and found to be complete in my subsequent review. I notified the masonry foreman that I found the work conforming, and he was free to close the clean-outs at his discretion based on the determination of the City Inspector. End Report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 1 of 1 Structural Engineer Project Inspector; DSA Regional Office (If Applicable); Field Report [S]H SCST, LLC - San Diego client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage M&Sl - Giles Phone: (619)2804321 Orange, CA 92865 Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Bachour, Nathen Certification: SD 1341, ICC 8407863 Date: 02/23/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP Studio Engineer. KSP Consulting Contractor. GBC Start Time 06:00 End Time: 14:00 Time (Hours): 8.00 Location Details: 8th grout pour lift CMU walls at the North, South, East, West, and 1st lift G117-21 Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Prior to my Arrival Material Is Being Stored in Accordance with Approved Documents: N/A Masonry Block Supplier & Size: N/A Details: - On site as requested for grout placement inspection at the 8th grout pour lift (6 courses) of the North, South, East, and West walls gridlines 1; 23; 0; A; and 1st lift grout pour (8 courses) at the wall at grid lines G/17-21. - Robertson's Mix RS2001342, 2000 psi. concrete was used, approx. (30 CV) where placed. - Placement was by trailer mounted pump, and was consolidated twice by mechanical vibration. - I made one set of 4 (3"x3"x6") grout test samples. Caption: Grout placement inspection See Grout placement-02-23-2019-photos.pdf in the documents section at the end of this report. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 1 of 3 Structural Engineer; Project lnspector, DSA Regional Office (If Applicable); f 3 AL SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 2804717 CMU walls at the 8th It SCST, LLC - San Diego LEA 47, Exp: 0425I2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 2804321 Fax: (619) 280-4717 I,Grout Test Samples j3"x3"x6"k and Truck Ticket I Sampled fron Page 3 of 3 ME] Field Report Elm SCST. LLC - San Diego Client: Project: LEA. 47, Exp: 0412512021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Phone: (619) 280-4321 Orange, CA 92865 Engineering Fax (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Garcia, William Certification: ICC# 8390478 Date: 02/2612019 Authority Having Jurisdiction: City of San Diego City of San Diego Plan File Number: 0 City of San Diego Pennit Number CBC 2018-0006 Architect: LAP Studio Engineer LAP Consulting Contractor: GBC Start Time 07:00 End Time: 12:00 Time (Hours): 5.00 Location Details: CMU wall high wall. East to West, N0@16, Stair wall 9'4 lift West to East • South To North, 5'4 lift, 12116@0, CMU stairs A, North to South. Water proofing at south CMU wall. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Type 615 grade 60 rebar, Orco blend Type- Mortar, Sikalastic 320 Details: Arrived on site to provide special inspection of the above mentioned CMU wall construction, high wall 9th lift plan page S-1.04, detail 11- S.301, low lift type A& C CMU wall plan page S-1.00, 8' and 10' CMU block Details S-11.202, and S-12.305, 94" CMU wall grout lift running West to East, and South to North mentioned in location, 54 CMU grout lift running North to South and East to West. Norco Blend TYPE- S mortar was used. All clean out were installed. Observed the water proofing of the South CMU wall approximately 3 ft high approx 30' long of wall was water proofed. SIKALASTIC 320-NS was used in the operation. All work performed was conducted according to contract documents and approved plans Caption: High wall - - Caption: Clean outs installed cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); im SCSI, LLC - San Diego LEA 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619)280-4717 Field Report Client: Project: Giles Engineering Associates, 180097N.1 1965 North Main St Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 965 Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Type A&C CMU wall Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect Page 2 of 2 Structural Engineer Project lnspector, DSA Regional Office (If Applicable); \ Ri m ffin SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Field Report 38 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&Sl - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Molina, Andrew Certification: ICC 872318 Date: 02/06/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC2018-0006 Architect: KSP Studio Engineer: KSP Consulting Contractor: GBC Masonry Start Time 08:30 End Time: 11:30 Time (Hours): 3.00 Location Details: 1)5th grout lift (8 courses high, located along GL 16/A-0 6th grout lift (8) courses high, along GL 0 / 16-23. 6th grout lift high (8) courses high ,along CL A / 16-23. 6th grout lift (8) courses high, along 23/0-A. Service Being Performed: Special Inspection Type of Inspection: Masonry Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other: Prior to and during Material Classification: ASTM A615 GR60, C90, C270 Material is Being Stored in Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco Blended Product. 8816 SOE, Grey Details: On site and met with Dee Devey, General Superintendent of LA Brune Construction, Inc. and Alejandro of GBC Masonry foreman. 1) Performed pre-grout inspection located along: CL 16 / A-O - 5th masonry grout lift height of (8) courses, top of lift. GL: 0 / 16-23; A / 16-23; 23 / 0-A - of the 6th masonry grout lift height of (8) courses, top of lift. * Inspected and verified placement of reinforcing steel and masonry for pre- grout, low lift considerations as follows: Typical wall reinforcing of #5 (v) © 16" o.c.; #4 (h) @24' o.c. with lap joint of 30" and 24" respectively; install of #4 slab dowels @16" o.c.e.s., were verified,extending to the West. - Ledger channels (C12x20.7) were installed on both the East and West faces as per detail 5/S3.02. Proper placement of the (h) Ledger angle units were exhibited through out GLI6 / A-0. *RFl 034 dated 2-01-19 re: C Channel back to back placement, w/ shear stud back set, whereby 2"-3" offset, occurred © end of wall units, of line 16. of the North and South ends. "RFI 034 was approved by Art Casanova of KSP Studio Architect. - Verified corrective actions listed on previous SCST Report dated 1- 30-2019. Complete jamb steel per 4/3.01. VTOK Complete the installation of floor dowels, per 5/S3.02. VTOK Placement of (h) #3 180 degree hooks, as per 3/S3.01 have been verified. Adjustment made to (e) #3 ties as to provide 1/2" clearance between ma cell & rebar. Proper clearance of 1/2" were observed throughout the bond cells & reinforcement. Checked mortar protrusions not greater than 112" thru-out and with masonry cells cleaned of debri. Contractor reminded to make sure that all (v) bars are plumb prior to grouting the above listed low lift grouting process. The 8" masonry cells / reinforcing steel were inspected and found acceptable. Pre grout inspection complete. - cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report 38 SCST, LLC - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Cues Engineering Associates, Inc. 180097N.1 1965 North Main St. Carlsbad West Coast Self Storage MT&SI - Giles Orange, CA 92865 Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: Adjust & secure slab dowels located along line 16 I A-O. I - im -- ..#I---, \. WO-4-- V. / Status of Work Element: Work Element Inspected Pending Completion. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); P s c Field Report SCSI, LLC - San Diego Client: Project: LEA 47, Exp. 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main SL NC Carlsbad West Coast Self Storage Pirasi - Phone: (619) 280-4321 Orange, CA 92865 Cues Engineering Fax: (619)280-4717 2405 Cougar Drive Carlsbad CA 92008 Technician: Rogers, Jeffrey Certification: ICC 5087272 Date: 01/08/2019 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC20I8-0006 Architect: KSP Studio Engineer. KSP Consulting Contractor. G B C Masonry and Concrete & K P Steel Start Time 07:00 End Time: 15:30 Time (Hours): 8.00 Location Details: Ground level Service Being Performed:Special Inspection Type of Inspection: Masonry! Reinforced Concrete Inspection Frequency Is: Continuous Work Identified Within This Report Was Conducted: During my Time on Site Material Classification: Grout - Robertson's Mix #RS200642 (2000 psi), Rebar- Gr 60 ksi ASTM A-615, Mortar - Type S ASTM C-270 and CMU- MW ASTM C-90 Reinforcing Steel Size, Grade, Lap, Spacing, Quantities, Cover, and Clearance is In Accordance with Approved Documents.: Yes Foundation Excavation Should be Cleared of all Loose Soils/Debris Prior to Concrete Placement: Foundations Currently Cleared of All Debris Location(s) Identified within this Report is Ready for Placement: Yes Mix Design: SD54001 Design Strength (psI): 3000 Supptier. Superior Ready Mix Total Yards Placed: 17.50 Material Is Being Stored In Accordance with Approved Documents: Yes Masonry Block Supplier & Size: Orco 8"x8"x16 Details: On site for grouting inspection of ground level CMU wall sections lift 3. Prior to concrete placement verified that items noted on 01/0412019 field Inspection report noted as remaining to be installed (21tems) were properly installed. Inspected grouting of ground level CMU wall sections on lines 16 between lines A & M.5 and A between lines 16 & 21 lift 3. Placement was by trailer mounted pump. Consolidation and reconciliation was by mechanical vibration. Approx. 8 cu. yrds. were placed. I set of 4 grout test samples were made. Inspected concrete for ground level north, south and west elevator wall sections. Placement was by 28 M. pump with elephant trunk attached. Consolidation was by mechanical vibration. I set of 5 concrete test cylinders were made. Inspected lay up of CMU wall sections on lines 23 between lines C & 0 and 0 between lines 17.5 & 23 lift 4 to 7 courses above level 2 FF. Block units, mortar and horz. steel were properly placed. cc: Project Architect; Page 1 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); M0 Field Report OrT SCST, LLC -San Diego Client: Project: LEA: 47, Exp: 04/25/2021 6280 Riverdale Street Giles Engineering Associates, Inc. 180097N.1 San Diego, CA 92120 1965 North Main St NG Carlsbad West Coast Self Storage MT&SI - Phone: (619) 280-4321 Orange, CA 92865 Giles Engineering Fax: (619) 280-4717 2405 Cougar Drive Carlsbad CA 92008 Caption: Grout placement by trailer mounted pump. Caption: Caption: Concrete placement by 28 M. pump with elephant trunk attached and consolidation by mechanical vibration. Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No cc: Project Architect; Page 2 of 2 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); Field Report SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Giles Engineering Associates, Inc. 1965 North Main St. Orange, CA 92865 Project: 180097N.1 NG Carlsbad West Coast Self Storage MT&SI - Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Technician: Cingano, Paul Certification: ICC 8711856 Date: 11/19/2018 Authority Having Jurisdiction: City of Carlsbad Permit Number: CBC 2018-0006 Architect: KSP/Shabnam Vakiy Engineer: Kayvon Shakerin Contractor: PSG Start Time 07:00 End Time: 09:00 Time (Hours): 2.00 Location Details: Foundation Footings between Gridlines 14.8 to 23 /A to 0 Service Being Performed: Special Inspection Type of Inspection: Other Other Type of Inspection: Rebar inspection Inspection Frequency Is: Periodic Work Identified Within This Report Was Conducted: Other Other: Prior to and during my time on site Material Classification: ASTM 615/706 grade 60 Details: On site as requested for rebar inspection Foundation Footings between Gridlines 14.8 to 23 /A to 0, per plans at sheets , SIIOO, 1/202, 3/202, 4/202, 5/202,6/202, 7/202, 8/202, 11/202, 20/202 - I inspected/Verified Rebar type, size, count, spacing, clearances and taps, Horizontal and Vertical and FI,F2, F3 Spread footings. REBAR at openings need to be reset W/ 3" clearances from sides of footing, footing on line 16 was not to correct depth in one loft in length area , therefore rebar placement along with spacing and clearances are questionable, waiting to talk with city inspector, I will return On 11/20/18 afternoon. Returned at 2:30pm on 11/20/18 rebar at openings corrected, footing debris cleaned (removed), rebar in conformity per plans, footing at line 16 lOft area in length not to depth because of boulder needs to be cleaned, debris removed from boulder surface area per City inspector Mike Collins air — a tL 01 cc: Project Architect; Page 1 of 3 Structural Engineer; Project Inspector; DSA Regional Office (If Applicable); ' , p . Field Report SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NG Carlsbad West Coast Self Storage MT&SI - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Caption: ASTM 615/706 GRADE 60 - . - •.-. :-' Lii, it '4n- I -- I _ •,. , we. Sk." 't'. P1U4 - - I .h . . 1; ' •i-t - . . ' VFJLTV 11L It UW __ • ICW .l •. . -. V. J. I . • .1. 2-15 CON' . ... 1: SCAT .., • ...................... -. cc: Project Architect; Page 2 of 3 Structural Engineer; Project Irspector; DSA Regional Office (If Applicable); Field Report SCST Inc. - San Diego LEA: 47, Exp: 04/25/2021 6280 Riverdale Street San Diego, CA 92120 Phone: (619) 280-4321 Fax: (619) 280-4717 Client: Project: Giles Engineering Associates, Inc. 180097N.1 1965 North Main St. NG Carlsbad West Coast Self Storage MT&Sl - Orange, CA 92865 Giles Engineering 2405 Cougar Drive Carlsbad CA 92008 Status of Work Element: Work Element Inspection Completed, In Accordance with Approved Documents. Discrepancy: No I / \ cc: Project Architect; Page 3 of 3 Structural Engineer; I Project Inspector; DSA Regional Office (If Applicable);