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INSPECTIONS PREPARED 11/25/08, 13:59:54 INSPECTION TICKET PAGE 47 Harnett County INSPECTOR: IVR DATE 11/26/08 - - ADDRESS . : 825 TYLER DEWAR LN SUBDIV: CONTRACTOR : PHONE OWNER QUINN RAYMOND B & WANDA PHONE PARCEL 05-0614- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED DIRECTIONS : 825 TYLER DEWAR LANE TAKE 401 NORTH TO CHRISTIAN LIGHT RD, TURN LEFT. GO APROX 4 MILES THEN TURN LEFT ONTO DUNCAN ROAD. GO APROX 3 MILES THEN TURN LEFT ONTO RIVER ROAD. G0, APROX 1 MILE THEN TURN RIGHT ONTO TYLER ROAD. HOME IS 1/2 MILE ON THE LEFT. ***PREMISE #WAITING ON CUS T/S: 10/31/2008 10:45 AM RDCONTE STRUCTURE: 000 000 36X42 DETACHED GAR W/ NEW <200AMP ELEC FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . DETACHED GAR SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B111 01 11/26/08 I R*BLDG SLAB INSP VRU 001710342 1 .10 Please reference our phone conversation today, Monday 11/24. If it is raining tomorrow and you stop by on your way to Agape, my wife will be home and will have the plans and inspection sheet inside. If not raining, the package will be on the tractor seat as planned. If it is wednesday, I will be here. Thanks in advance. COMMENTS AND NOTES - PREPARED 12/03/08, 14:13:52 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 12/04/08 - ADDkESS'. 825 TYLER DEWAR IN SUBDIV: CONTRACTOR PHONE OWNER QUINN RAYMOND B & WANDA PHONE PARCEL 05-0614- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED - - - - - - DIRECTIONS : 825 TYLER DEWAR LANE TAKE 401 NORTH TO CHRISTIAN LIGHT RD, TURN LEFT. GO APROX 4 MILES THEN TURN LEFT ONTO DUNCAN ROAD. GO APROX 3 MILES THEN TURN LEFT ONTO RIVER ROAD. GO APROX 1 MILE THEN TURN RIGHT ONTO TYLER ROAD. HOME IS 1/2 MILE ON THE LEFT. ***PREMISE #WAITING ON CUS T/S: 10/31/2008 10:45 AM RDCONTE STRUCTURE: 000 000 36X42 DETACBBD GAR W/ NEW <200AMP ELEC FLOOD ZONE . . : FLOOD ZONE X PROPOSED USE . . . . . . . DETACHED GAR SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - -111 01 11/26/08 R*BLDG SLAB INSP VRU 001710342 11/26/08 C A Please reference our phone conversation today, Monday 11/24. If it is raining tomorrow and you stop by on your way to Agape, my wife will be home and will have the plans and inspection sheet inside. If not raining, the package will be on the tractor seat as planned. If it is wednesday, I will be here. Thanks in advance. Need an engineers soil compation test. Prepoured slab appears to be on fill. Provide a copy of report, must be completed before structure begins. B111 03 12J04/08 TI R*BLDG SLAB INSP VRU 001712322 q-V' Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you B111 02 12/04/08 TI R*BLDG SLAB INSP VRU 001712306 12/03/08 CA Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you COMMENTS AND NOTES i' deter L. Brady, PE IMOE L. Paco Caul eon Gc"21W E i~ea ea°ialgieians y`;,~y.b8 .87fe~,t4n December 3, 2008 Mr. Ray Quinn i yt 825 Tyler Dewar Lane ; Fuquay-Varina, North Carolina 27526 - 4133 } RE: Structural Inspection Job No. 08-0199 Inspection of Monolithic Detached Storage Building Slab Foundation Ray Quinn Residence 825 Tyler Dewar Lane Fuquay-Varina, North Carolina Harnett County Permit No. 08 - 50021186 Dear Mr. Quinn: At your request, I visited the referenced residential construction site on Monday, December 1, 2008 to examine the construction of a 36'-0"X42'-0" detached monolithic storage building slab behind your existing residence. This inspection was required since the required footing/slab inspection had not been performed. A Harnett County inspection report dated November 26, 2008 stated, "Need and engineers soil compaction test. Pre-poured slab appears to be on fill. Provide a copy of report. Must be completed before structure begins." The 36'-0" (side-to-side direction)X42'-0" (front-to-back direction) storage building will be constructed with manufactured roof trusses supported on the exterior structure walls. The trusses will be installed parallel to the 36-0" dimension, (oriented in the side-to-side direction). I probed and examined the soil subgrade at the bottom of the slab elevation adjacent to the slab with a one-half-inch diameter bullet-nosed steel probe rod. I determined that the soil subgrade had bearing capacities in excess of the Code minimum 2000 psf except for approximately six feet along the right side wall at the rear right corner of the slab. I recommend that six inch minimum diameter post holes be excavated below/adjacent to the slab edge at eighteen inch maximum centers to firm natural soils with bearing capacity in excess of 2000 psf in the referenced deficient area. The' bottom of the slab at these locations shall be cleaned of soil and new concrete placed to or above the bottom of the slab in the post hole excavations after approved for placement by the Building inspector. After the recommended repairs are implemented, In my professional opinion, the soil subgrade should be accepted as-is. I have estimated the maximum slab perimeter wood frame loading of less than 870 plf. The applicable Code minimum footing thickness for this structural configuration is six inches. I recommend that the slab be accepted as structurally adequate. A•f .2 OUinn r.p a .x k ;ears„ ~.amr.•~. anon The North Carolina State Residential Building Code section R319 "Protection Against Decay" requires that a minimum clearance of eight inches to untreated sills and plates (R319.1.2) and six inches to untreated wood siding (R319.1.5) or suitably treated lumber be provided. You indicated that you would be employing cement fiber reinforced siding (Hardi-Plank or similar). In this case, I recommend that the finished exterior grade be a minimum of two inches below the top-of-slab elevation. The sill plate should be treated lumber. I recommend that a minimum of two foot tall strip of suitably treated 1/2" CDX plywood be placed at the bottom of the exterior wall sheathing. (Block all horizontal joints in the structural sheathing between the exterior wall studs.) I noted that the slab lacked installed anchor bolts. Install Y2" diameter "Red-Head" expansion anchors within twelve inches of corners and plate ends and at four foot maximum centers to provide the required anchorage in the slab. Please contact me if you have any questions regarding the site inspection, the contents or conclusions of this letter or if I may be of any further assistance. Sincere) 0`~`,e~eOQNee~ena G Peter L. Brady NC PE No. 9133 1~, e e `4 Yd+N Sb9 PREPARED 1/12/09, 14:13:02 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 1/13/09 ADDRESS . : 825 TYLER DEWAR LN SUBDIV: CONTRACTOR : PHONE : OWNER : QUINN RAYMOND B & WANDA PHONE : PARCEL : 05-0614- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED - DIRECTIONS : 825 TYLER DEWAR LANE TAKE 401 NORTH TO CHRISTIAN LIGHT RD, TURN LEFT. GO APROX 4 MILES THEN TURN -LEFT ONTO DUNCAN ROAD. GO APROX 3 MILES THEN TURN LEFT ONTO RIVER ROAD. GO APROX 1 MILE THEN TURN RIGHT ONTO TYLER ROAD. HOME IS 1/2 MILE ON THE LEFT. ***PREMISE #WAITING ON CUS T/S: 10/31/2008 10:45 AM RDCONTE STRUCTURE: 000 000 36X42 DETACHED GAR N/ NEW <200AMP ELEC FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . DETACHED GAR SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - B111 01 11/26/08 BS R*BLDG SLAB INSP VRU 001710342 11/26/08 DA Please reference our phone conversation today, Monday 11/24. If it is raining tomorrow and you stop by on your way to Agape, my wife will be home and will have the plans and inspection sheet inside. If not raining, the package will be on the tractor seat as planned. If it is wednesday, I will be here. Thanks in advance. Need an engineers soil compation test. Prepoured slab appears to be on fill. Provide a copy of report, must be completed before structure begins. B111 03 12/04/08 BS R*BLDG SLAB INSP VRU 001712322 12/04/08 AP Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you engineers report attached B111 02 12/04/08 TI R*BLDG SLAB INSP VRU 001712306 12/03/08 CA Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you R225 03 l/13/Q T_I_,,~~ TWO TRADE ROUGH IN TIME: 17:00 VRU 001725399 COMMENTS AND NOTES PREPARED 1/15/09, 13:59:39 INSPECTION TICKET PAGE 8 Harnett County INSPECTOR: IVR DATE 1/16/09 ADDRESS . : 825 TYLER DEWAR IN SUBDIV: CONTRACTOR : PHONE OWNER tOINN RAYMOND B & WANDA PHONE PARCEL 05-0614-- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED DIRECTIONS : 825 TYLER DEWAR LANE TAKE 401 NORTH TO CHRISTIAN LIGHT RD, TURN LEFT. GO APROX 4 MILES THEN TURN LEFT ONTO DUNCAN ROAD. GO APROX 3 MILES THEN TURN LEFT ONTO RIVER ROAD. GO APROX 1 MILE THEN TURN RIGHT ONTO TYLER ROAD. HOME IS 1/2 MILE ON THE LEFT. ***PREMISE #WAITING ON CUS T/S: 10/31/2008 10:45 AM RDCONTE STRUCTURE: 000 000 36%42 DETACHED GAR W/ NEW <200AMP ELEC FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . DETACHED GAR SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B111 01 11/26/08 BS R*BLDG SLAB INSP VRU 001710342 11/26/08 DA Please reference our phone conversation today, Monday 11/24. If it is raining tomorrow and you stop by on your way to Agape, my wife will be home and will have the plans and inspection sheet inside. If not raining, the package will be on the tractor seat as planned. If it is wednesday, I will be here. Thanks in advance. Need an engineers soil compation test. Prepoured slab appears to be on fill. Provide a copy of report, must be completed before structure begins. B111 03 12/04/08 BS R*BLDG SLAB INSP VRU 001712322 12/04/08 AP Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you engineers report attached E111 02 12/04/08 TI R*BLDG SLAB INSP VRU 001712306 12/03/08 CA Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you R225 03 1/13/09 TWO TRADE ROUGH IN TIME: 17:00 VRU 001725399 1/13/09 DA Firestop all holes in top plate with firecaulk. Do not insulate walls before reinspection. This building was completely covered with sideing before any framing inspections were done. Also, there was not footing CONTINUED ONTO NEXT PAGE - PREPARED 1/15/09, 13:59:39 INSPECTION TICKET PAGE 9 Harnett County INSPECTOR: IVR DATE 1/16/09 ADDRESS . : 825 TYLER DEWAR LN SUBDIV: CONTRACTOR : PHONE : OWNER 'QOOINN RAYMOND B & WANDA PHONE : PARCEL 05-0614- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS inspection done on the piers supporting the front porch columns, and no framing ispection done on the floor framing prior to the flooring installation. R225 02 1/14/09 TI TWO TRADE ROUGH IN VRU 001725381 1/12/09 CA Is it possiable this inspection could be done tomorrow. Just getting on line at 2:08 pm. Pardon. Will call. R225 01 1/14/09 TI TWO TRADE ROUGH IN VRU 001725373 1/12/09 CA Is it possiable this inspection could be done tomorrow. Just getting on line at 2:08 pm. Pardon. Will call. R125 01 1/16/09 TZ_ _ ONE TRADE.ROUGH IN VRU 001726280 +/r■~J~LS(~ This is a follow up from Tuesday to confirm firecaulk has been placed in all the holes in the top plate. Thanks. - COMMENTS AND NOTES PREPARED 212!„109, 14:00:26 INSPECTION TICKET PAGE 19 Harnett Count INSPECTOR: IVR DATE 2/27/09 - - ADDRESS5 TYLER DEWAR IN SUBDIV: CONTRACTOA": PHONE : OWNER QUINN RAYMOND B & WANDA PHONE : PARCEL 05=0614- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED DIRECTIONS : 825 TYLER DEWAR LANE TAKE 401 NORTH TO CHRISTIAN LIGHT RD, TURN LEFT. GO APROX 4 MILES THEN TURN LEFT ONTO DUNCAN ROAD. GO APROX 3 MILES THEN TURN LEFT ONTO RIVER ROAD. GO APROX 1 MILE THEN TURN RIGHT ONTO TYLER ROAD. HOME IS 1/2 MILE ON THE LEFT. ***PREMISE 402109344 T/S: 10/31/2008 10:45 AM RDCONTE STRUCTURE: 000 000 36X42 DETACBIED GAR W/ NEW <200AMP ELEC FLOOD ZONE . . . . : FLOOD ZONE X - PROPOSED USE . . . . . . . DETACHED GAR SEPTIC - EXISTING? . . . . : EXISTING WATER SUPPLY . . . . . . . COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - Bill 01 11/26/08 BS R*BLDG SLAB INSP VRU 001710342 11/26/08 DA Please reference our phone conversation today, Monday 11/24. If it is raining tomorrow and you stop by on your way to Agape, my wife will be home and will have the plans and inspection sheet inside. If not raining, the package will be on the tractor seat as planned. If it is wednesday, I will be here. Thanks in advance. Need an engineers soil compation test. Prepoured slab appears to be on fill. Provide a copy of report, must be completed before structure begins. Bill 03 12/04/08 BS R*BLDG SLAB INSP VRU 001712322 12/04/08 AP Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you engineers report attached Bill 02 12/04/08 TI R*BLDG SLAB INSP VRU 001712306 12/03/08 CA Brad, Per our phone call today, I will forward you the report from the engineer, Peter Brady, tomorrow, Tuesday that shows the hole design & spacing (18" O/C)of the piers, and the area of coverage, 6' across the front. I have scheduled your inspection for Thursday. There is a low chance of rain showers, so I will have a tarp covering the holes so they will not collect any water. Thank you R225 03 1/13/09 BS TWO TRADE ROUGH IN TIME: 17:00 VRU 001725399 1/13/09 DA Firestop all holes in top plate with firecaulk. Do not insulate walls before reinspection. This building was completely covered with sideing before any framing inspections were done. Also, there was not footing CONTINUED ONTO NEXT PAGE PREPARED 2/26/09, 14:00:26 INSPECTION TICKET PAGE 20 Harnett Count, INSPECTOR: IVR DATE 2/27/09 - - - - ADDRESSTYLER DEWAR IN SUBDIV: CONTRACTOT: 7-1 PHONE : OWNER, f QUINN RAYMOND B & WANDA PHONE : PARCEL 05-0614- - -0050- -06- APPL NUMBER: 08-50021186 CP GARAGE/CARPORT RESIDENTIAL DETACHED REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS inspection done on the piers supporting the front porch columns, and no framing ispection done on the floor framing prior to the flooring installation. R225 02 1/14/09 TI TWO TRADE ROUGH IN VRU 001725381 1/12/09 CA Is it possiable this inspection could be done tomorrow. Just getting on line at 2:08 pm. Pardon. Will call. R225 01 1/14/09 TI TWO TRADE ROUGH IN VRU 001725373 1/12/09 CA Is it possiable this inspection could be done tomorrow. Just getting on line at 2:08 pm. Pardon. Will call. R125 01 1/16/09 BS ONE TRADE ROUGH IN VRU 001726280 1116109 AP This is a,follow up from Tuesday to confirm firecaulk has been placed in all the holes in the top plate. Thanks. R229 01 2/09/09 TI TWO TRADE FINAL TIME: 17:00 VRU 001732635 2/06/09 CA R229 02 ~2/.-2~~7'/~09 TI TWO TRADE FINAL VRU 001738764 The garage is complete, mechanically and electrically ready for inspection. One side of the porch would likely require railing. I am installing railings acoss the whole porch for consistancy. The railings are to be installed tomorrow afternoon., and complete no later than about 10:00 Friday morning. Given the railing schedule, can you schedule your two trade final inspection for 10:00 or after Friday. Thank you in advance. COMMENTS AND NOTES - - - - COUNTY OF HARNETT DEPARTMENT OF BUILDING INSPECTION AND PLANNING/DEVELOPMENT CERTIFICATE OF OCCUPANCY This certificateissued pursuant totherequirements ofSection 105oftheNorth Carolina State Building Code and the Harnett county zoning Ordinance certifies at the time of issuance this stricture was in compliance with the various ordinances of the County of Harnett regulating development and building construction or use. For the following: Use Classification: Detatched Garage Conditional Use Permit No.: NA Type of Construction: V Building Permit1 08-50021186 Owner of Building: Raymond B Quinn Electrical Permit No.: 08-50021186 Building Address: 825 Tyler Dewer Lane Insulation Permit No.: NA Zoning District: na Plumbing Permit No.: NA Zoning Permit No.: na Mech. Permit No.: NA Date: 02/27/2009 Envir. C.O.I NA Brad Sutton NA Building Official Zoning Official L '4f