10/22/2019
7:11 AM
Tuolumne County Building and Safety Division
Inspections and Results
 
Permit No. B2018-00518 Permit Type   NEW SFD Site Address   20094 MALLARD CIRCLE
SONORA, CA 95370
Applied   05/02/2018 Applicant   HIGH POINT DESIGN, INC
Approved   08/31/2018 Owner   DNR ENTERPRISES, INC
Issued   08/31/2018 Contractor  
Parent Permit No.   Description   TOWNHOUSE WITH ATTACHED GARAGE Unit C
  Notes  
 
  Date of Inspection Inspection Type Inspector Result Remarks Notes

 08/26/2019ROOF NAILDan CoughlinDENIED& SHEAR(8/26/2019 11:11 AM DANC) Consultation: not ready.

 10/01/2019SHEETROCK NAILDan CoughlinAPPROVEDSHEETROCK NAIL

 06/19/2019ROUGH PLBGDan CoughlinAPPROVEDSee compaction rpt.

 06/20/2019FOOTING AND FORMSLonnie McCartyCORRECTIONS(6/20/2019 9:17 AM LM) Cancelled inspection on site. None of the footing matched the plains. I informed contractor that he woud need to check all details on plans to match the work done in field. This was a partial inspection of the foundation. I informed the contractor and owner that if we continue doing partial inspections they will need to pay for more inspections.

 06/21/2019FOUNDATIONLonnie McCartyAPPROVED(6/21/2019 8:37 AM LM) From wall lines 3-4 & B1-C

 07/16/2019FOUNDATIONDan CoughlinAPPROVEDpour #1(7/16/2019 4:56 PM DANC) Remainder of foundation & piers okay to pour

 08/15/2019SHEAR/BRACINGDan CoughlinCORRECTIONS(8/15/2019 9:49 AM DANC) 1. This inspection for shear at wall line between townhomes only. 2. Remove and re-nail all shiners in 3/8 inch plywood. 3. Have project architect provide listed assemblies approved by County plan check for maintaining 1 hour firewall where partition walls and floors interrupt 5/8 type X drywall on interior of zero lot line wall adjoining next townhouse. 4. Maintain 1 hour assembly where trades such as plumbing and electrical, etc. penetrate membrane.

 08/23/2019SHEAR/BRACINGDan CoughlinCORRECTIONS(8/23/2019 4:17 PM DANC) THIS IS A PARTIAL SHEAR WALL INSPECTION ONLY: OKAY TO COVER EXTERIOR PLYWOOD SHEATHING AT GRID LINE 3 WITH SHEETROCK WITH CONDITION: ENGINEER OF RECORD TO OKAY 1 AND 1/2 INCH OFFSETS IN WALL. 1. Install straps at portal walls from header to strongwalls per detail 20/S3. 2. Engineer to detail blocking between floor trusses at grid line 3 to address both structural and fire resistance. 3. Confirm anchor bolts at grid line A 23 inches on center. 4. Nail 2 2x sills together at grid line A with 16ds at 4 inches on center. 5. Western most hold down at grid line A shall be attached to full hieght stud. 6. Re-install missing stud at wall in comment #5. 7. 2 inch nailing at all edges of lower shear wall grid line A. 8. Install 4 foot of fire resistive roof sheathing at grid line 3. 9. Engineer to detail fix for service panel penetration of type 6 shear wall at grid lines C, 4. 10. Install HDU4's at second level, grid line A. 11. Shear wall schedule calls for 3x edge studs at second lever grid line A. 12. Remove/replace shiners at grid line A. THIS IS NOT A COMPLETE SHEAR INSPECTION. DO NOT WRAP EXTERIOR.

 08/28/2019TEMP POWERDan CoughlinAPPROVED200amp UG

 09/05/2019SHEETROCK NAILDan CoughlinCORRECTIONS(9/5/2019 4:05 PM DANC) 1. Okay to wrap east wall sheetrock exterior. North wall, grid line A: Install shear walls per plan or have engineer approve changes: 1. Double 2x6 instead of 3x at edges of shear walls. 2. Engineer to detail fastening of double 2x's if item #1 approved. 3. California corners instead of solid side by side 2x for 1st level type 2 shearwalls outside corners. 4. Nailing for type 2 shearwalls is currently 3 inches instead of 2 inches at boundaries: will double 2x's handle extra nails resulting in 1 and 1/2 inches apart? 5. Eastern boundary of eastern type 2 shearwall is currently a single stud and even if stud is doubled will result in a 2 foot 6 inch wide wall instead of the 4 foot per plan. 6. Second level type 3 shearwalls are 2 foot 4 inches and 2 foot 8 inches wide instead of 3 foot 11 inches per plans. 7. Nailing on second level is not 3 inches at boundarys as called out and will be subject to over-nailing if nails are added as noted on the first level, comment #4

 09/11/2019REINSPECTIONDan CoughlinCORRECTIONS&Elect(9/11/2019 11:06 AM DANC) 1. Install hold down at upper right rear shear wall. 2. Per previous inspection: Engineer to provide detail for electrical panel penetrating shear wall at entry. 3. Have County approved truss calculations on site. 4. Install BMP's at downhill property bondaries. 5. Submit for permit for as-built dry stack retaining wall at east side of structure adjacent to street parking area. 6. Install H2.5's at each end of girder trusses. 7. Install perimeter blocking under California frame and edge nail roof perimeter. (9/11/2019 11:45 AM DANC) 200amp underground temp power okay

 09/12/2019FRAMEDan CoughlinCORRECTIONS(9/12/2019 10:30 AM DANC) 1. Previous corrections #2, 3, 4, &5 dated 9/11/19 outstanding. DO NOT LOAD ROOF WITHOUT APPROVED TRUSS CALC'S AND INSPECTION COMPLETE. Previous correction from 8/23 not yet addressed: ENGINEER OF RECORD TO OKAY 1 AND 1/2 INCH OFFSETS IN WALL( at grid line 3). 2. Strap across cut top plates at main building drain riser in garage. 3. Fix leak at bottom of main DWV stack in garage. 4. Ground all metal boxes. 5. Make-up electric sub-panel. 6. Have DWV, potable water, and fire sprinklers under test. 7. Okay to wrap north wall of structure. THIS IS NOT A COMPLETE FRAME INSPECTION. INSPECTION CALLED FOR INCOMPLETE PREVIOUS CORRECTIONS AND PLUMBING/FIRE NOT UNDER TEST.

 09/17/2019FRAMEDan CoughlinCORRECTIONS(9/17/2019 10:08 AM DANC) 1. Per previous inspection: Engineer to provide detail for electrical panel penetrating shear wall at entry. 2. Install BMP's at downhill property bondaries. 3. Submit for permit for as-built dry stack retaining wall at east side of structure adjacent to street parking area. 4. Previous correction from 8/23 not yet addressed: ENGINEER OF RECORD TO OKAY 1 AND 1/2 INCH OFFSETS IN WALL( at grid line 3). 5. Install hangars at floor trusses attached to girder truss above garage door area (currently A-35's) per detail 3/S9. 6. Install water heater vent. 7. Truss Engineer to provide fix for extreme notch in floor truss at corner of living room. 8. Shim header/trimmers as needed. 9. Strap ABS at mid stud bays throughout. 10. Install grommets or Romex clamps where wires enter pancake boxes as needed. 11. Add electric recepticle outlets as needed maximum 6 foot of wall length and 12 foot between (below living room window, etc.). Also needed on walls greater than 2 foot (bedroom entries, etc.). 12. Install metal transistions as needed at bath fans so flex is not crimped. 13. Install nail guards at pvc draines as needed. 14. Install dryer vent. 15. Install kitchen hood vent if used. 16. Fire block at cieling hieght in conceled spaces (fireplaces and duct chase). 17. Strap and/or clip where top plats do not lap 4 foot and wall intersections that don't lap. 18. Install A-35s from top plate to east gable as per plans/calculations. 19. Justify or re-frame stair stringer risers vary more than 3/8 inch over flight (top 6 and 3/8 vs. middle 7 vs bottom 7 and 1/2 inches. 20. Install windows per schedule or provide solution accepted by the building department for egress vs. fall protection

 09/20/2019FRAMEDan CoughlinCORRECTIONS(9/20/2019 10:47 AM DANC) Per previous corrections dated 9/17/19, have Engineer of Record approve or detail fix for items #1 and #4. Per previous corrections dated 9/17/19, complete items #2 and #3. 1. Dryer vent shall be smooth ridged metal with a diameter not less than 4 inches and a thickness not less than 0.016 of an inch. Vent shall terminate at exterior not less than 3 foot from building openings. OKAY TO INSULATE. FRAME, R. ELECT., PLUMB, ROOF NAIL APPROVED. MECHANICAL & SHEAR OUTSTANDING.

 09/24/2019INSULATION WALLSDan CoughlinCORRECTIONS(9/24/2019 10:44 AM DANC) 1. Previous corrections dated 9/20/19 still outstanding. 2. Remove partition wall studs on second floor which will interfere with 1 hour fire-wall continuity (installed after inspection approval). 3. Be fully ready at next inspection or provide written explanation for all outstanding items or inspection will be refused and re-inspection fee will be due.

 09/26/2019REINSPECTIONDan CoughlinAPPROVED W/COND& Sewer(9/26/2019 8:57 AM DANC) 1. Building sewer okay. 2. Insulation okay. 3. Complete BMP's ASAP. 4. Engineer to approve penetration of shear wall by main electric service panel.