QR-05 FRAMING #F57C00 ANCHOR DEVELOPMENT GROUP · GC #358732 · HVAC #365678 · ELEC #365679 ACCOUNTABLE: FRAMING CONTRACTOR qr.azanchordevelopment.com/w/qr-05 SCOPE Framing, trusses, structural carpentry KEY RELEASE / HOLD POINT Framing / truss / special inspection STATUS (NO STEP MAY BE SKIPPED) PM OVERRIDE MUST BE DOCUMENTED 1. Draft 2. Not released 3. Ready 4. Active 5. QC hold 6. Inspection hold 7. Blocked 8. Ready for next trade 9. Released 10. Reopened 11. Closed FIELD DATA COMPANY ROC CLASS / LICENSE # VERIFIED FOREMAN PHONE BASELINE START BASELINE FINISH FORECAST START FORECAST FINISH ACTUAL START ACTUAL FINISH QTY BASIS / TARGET INSTALLED TO DATE PREDECESSOR SUCCESSOR BLOCKER BLOCKER OWNER / PROMISED DATE EVIDENCE REQUIRED BEFORE RELEASE AN UNCHECKED BOX IS NOT PROOF Inspection Photos Test report Checklist As-built BLOCKER → SUPERINTENDENT IMMEDIATELY PM IF CRITICAL-PATH OR UNRESOLVED NEXT SHIFT · CRITICAL SEVERITY = STOP WORK ADG-PROJECT-LOT-QR-05-FRAMING-[AREA]-[PKG-REV] QR Job Board v2 Field-control interface only. Approved permit set, AHJ codes, approved changes and contracts govern.
QR-05

FRAMING

PDF pages 9-10

Carpentry - Framing

Framing lumber should meet lumber industry standards.

1. PD Floors squeak or sub-floor appears loose.

AT Floors and subfloors should not have excessive squeaks or be loose.

CR Contractor should make necessary repairs.

2. PD Wood or metal framedfloors uneven or out of level.

AT Unevenness of floor should not exceed 3/16"in 48". Floors should be level within 1/2"in any 12'.

CR Contractor should make necessary repairs.

3. PD Walls not straight or not plumb.

AT Walls should be straight within 1/4"and plumb within 1/4"measured from floor to ceiling at corners.

CR Contractor should make necessary repairs.

4. PD Walls not 90 degrees angles to each other.

AT Walls should be perpendicular within 1/4"in 10'.

CR Contractor should make necessary repairs.

5. PD Rough openings for doors and windows are not properly dimensioned, plumb and level.

AT The rough openings should satisfy the manufacturer's recommendations.

CR Contractor should repair to assure that openings are structurally sound, plumb, level and properly sized.

6. PD Warped or twisted studs or ceiling joists.

AT Stud walls and ceilings should be flat and not bulge more than 3/8"in 8'.

CR Contractor should make necessary repairs.

7. PD Twisted or warped interior and exterior posts or beams.

AT Beams or posts should not twist more than 1/16"per foot of 4"x 12"descending ratio as follows: 4"x 12", 1/16"twist per foot, 1 1/4"total allowable 4"x 6", 1/32"twist per foot, 9/16"total allowable 4"x 4", 1/40"twist per foot, 1/2"total allowable Warpage or twisting should not damage beam pocket.

CR Contractor should make necessary repairs.

8. PD Cracked interior beams.

AT Cracks in finished interior beams, which do not affect structural integrity, are acceptable if repaired.

CR Contractor should make necessary repairs.

9. PD Improper crickets.

AT None - Crickets must be constructed to provide proper drainage.

CR Contractor should make necessary repairs.

10. PD Roof holds water.

AT Minor ponding (up to 1/2"deep in small areas equivalent to no more than 1/3 of span) is acceptable providing roof is dry within 48 hours after rainfall.

CR Contractor should make necessary repairs.

11. PD Scuppers installed too high.

AT Scuppers should be installed low enough to drain roof.

CR Contractor should be responsible for repairing or replacing improperly installed scuppers.

Source: 2024 Workmanship Standards for Licensed Contractors | PDF pages 9-10. Verify against current contract documents, approved plans, manufacturer requirements, and applicable code.