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Daily Logs
crew showed up 7am except martinez called out sick again. poured slab B4 weather held up. foreman says rebar on grid 7 looks off need to check tomorrow. crane operator had issue with outrigger pad soft ground delay ~45min. lunch 11:30. afternoon framing crew finished 3rd floor west bay. minor cut on hand from formwork, first aid only no report. 6 guys OT approved
DAILY LOG — February 27, 2026 | Riverview Tower, Phase 2 Crew Attendance: 24 of 25 crew on site. J. Martinez absent (personal). OT approved for 6 personnel. Work Completed: • Slab B4 concrete pour completed — weather favorable, no interruption • 3rd floor west bay framing — 100% complete Delay: Crane operations delayed ~45 min (soft ground at outrigger pad, Grid 7). Corrective action: additional timber mat installed. Safety Incident: Minor laceration, right hand, formwork (first aid only). No lost time. OSHA 300 log updated. Pending Action: Rebar alignment inspection, Grid 7 — scheduled 02/28.
Bid Proposals
concrete scope for the parking garage. 3 levels underground. walls footings and slabs. need to include pumping because the site is tight. assume normal mix design unless geotech says otherwise. bond form attached. we use union labor. prevailing wage project. need it by friday
SCOPE OF WORK — Concrete Package Project: Meridian Parking Structure | Bid Date: March 3, 2026 1. SCOPE INCLUSIONS Furnish all labor, material, equipment, and supervision for cast-in-place concrete: spread footings, pile caps, retaining walls (3 below-grade levels), SOG, PT slabs, and elevator pit. 2. MIX DESIGN Per structural drawings; 4,000 PSI standard unless geotechnical report requires modification. Contractor to review geotech prior to bid finalization. 3. MEANS & METHODS Concrete pump required — site constraints preclude direct chute placement. 4. LABOR All work performed under applicable union agreements. Prevailing wage rates apply per project requirements. 5. EXCLUSIONS Reinforcing steel, post-tension tendons, waterproofing, formwork engineering stamps.
Safety Reports
toolbox talk today about fall protection. reminded guys about 6ft rule. showed them the new harness inspection checklist. one harness failed D ring stitching removed from service. asked about tie off points on the east scaffold and nobody was sure so we walked it. found 2 missing guardrails on level 4. fixed before end of shift. no incidents
TOOLBOX TALK RECORD Date: 02/27/2026 | Topic: Fall Protection — Active Hazard Review Attendees: 18 | Conducted by: Site Safety Officer TOPIC COVERED Fall protection requirements: OSHA 1926.502 — 6-ft trigger height, 100% tie-off mandate above floor openings. EQUIPMENT INSPECTION Harness Removed from Service: 1 unit — D-ring stitching failure. Tagged and quarantined. Replacement issued same shift. HAZARD IDENTIFIED & CORRECTED Location: East Scaffold, Level 4 Hazard: 2 missing guardrail sections (top rail and mid-rail) Correction: Guardrails reinstalled before end of shift 02/27 Verified by: Foreman signature on file INCIDENTS: None Next Scheduled Talk: 03/06/2026 | Topic: Struck-By / Crane Exclusion Zones
RFI Responses
RFI 047 - the structural drawings show a W18x50 at grid C-7 but the architectural shows a 10 inch wall and there isnt room for the beam flange plus drywall plus the column. architect needs to either move the wall or we need a different beam. this affects framing on level 3 and 4. need answer by wednesday or we lose the crane
RFI No. 047 Project: Harborview Mixed-Use | Date Issued: 02/27/2026 Discipline: Structural / Architectural Coordination Priority: CRITICAL — Response Required by 03/01/2026 SUBJECT: Beam-to-Wall Conflict, Grid C-7, Levels 3–4 DESCRIPTION OF CONFLICT Structural drawings (S-204) indicate W18×50 at Grid C-7. Architectural plan (A-301) shows 10″ partition wall at same location. Available clearance is insufficient to accommodate beam flange width (8.99″) + wall framing + finish drywall (GWB each side). REQUESTED RESOLUTION (select one) ☐ Option A: Relocate partition wall per architectural revision ☐ Option B: Substitute reduced-depth beam (coordinate with EOR) ☐ Option C: Recess beam into wall — structural adequacy confirmation required SCHEDULE IMPACT Level 3–4 structural framing on hold pending response. Crane demobilization scheduled 03/03/2026. Response required by 03/01/2026 to avoid standby costs.
Submittals
submittal for the roofing membrane. its a TPO 60 mil from carlisle. shop drawings attached. the spec section is 07 5400. need architect stamp. this is for the main roof only not the mechanical penthouse. install starts in 3 weeks if approved
SUBMITTAL TRANSMITTAL Submittal No.: 07-5400-001 Date: 02/27/2026 | Spec Section: 07 5400 — Thermoplastic Membrane Roofing PRODUCT SUBMITTED Manufacturer: Carlisle SynTec Systems Product: Sure-Weld® TPO Membrane, 60-mil Application: Main roof assembly only (mechanical penthouse excluded — separate submittal to follow) DOCUMENTS INCLUDED ☑ Product data sheets (3 pp.) ☑ Shop drawings — Roof plan with membrane layout, lap locations, drain details ☑ Manufacturer's installation guide (current edition) ☑ Contractor certification of installer qualification ACTION REQUESTED Architect review and stamp — approved, approved as noted, or revise and resubmit. SCHEDULE NOTE Installation mobilization planned 03/20/2026. Submittal approval required by 03/13/2026 to maintain schedule. Expedited review appreciated. Submitted by: Project Manager | Cascade Roofing Contractors
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