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INSPECTIONS PREPARED 6/11/09, 10:06:10 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 6/11/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE - ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . :STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPPC 00 CP PLUMBING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS P357 01 /5/11/09 C*PLUMB UNDER SLAB TIME: 17:00 VRU 001780626 COMMENTS AND NOTES PREPARED 6/15/09, 8:03:03 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 6/15/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPPC 00 CP PLUMBING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - P357 01 6/11/09 JR C *PLUMB UNDER SLAB TIME: 17:00 VRU 001780626 6/11/09 AP P357 02 6/12/09 TI C*PLUMB UNDER SLAB VRU 001780424 6/11/09 CA P355 01 6/15/09 T C*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001781772 - - - COMMENTS AND NOTES - PREPARED 6/15/09, 13:58:18 INSPECTION TICKET PAGE 15 Harnett County INSPECTOR: IVR DATE 6/16/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - - 0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** - T/S: 05/27/2009 10:12 AM RDCONTE ILL NEED A COMPACTION TEST ON THE PAD. -44NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK,RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERALSTORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER - PERMIT: CBCO 00 CP BUILDING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - C161 01 6/ 67, /0,5J 'P,~ C*MONOLITH SLAB TIME: 17:00 VRU 0~01~778882222266 f COMMENTS AND NOTES PREPARED 6/16/09, 15:14:33 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 6/17/09 ADDRESS 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE : (407) 862-6445 OWNER- PURDUE COMMONS INC PHONE : PARCEL 01-0513- - - 0014- - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CBCO 00 CP BUILDING COMMERCIAL, REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS C161 01 6/16/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6 /17/09 TI _ C*MONOLITH SLAB TIME: 17:00 VRU 001782911 - COMMENTS AND NOTES - - - - SITE VISIT REPORT / S2) Project Name: Dollar Gelne ml , S~r,nTke 1S C ENGINEERING & ENVIRONMENTAL Project Number: 641-1131 0 C$ Date: 4d) 01O CONSULTANTS, INC. Client: Ac6ns+rEu.vn ConAmchar\ Time Arrived: KA,r". Contact: OY44- Time Departed: `l~ tea Weather: Cjqk4y Total Hours: I O Equipment Charge: Nuclear Gauge: _ Mileage: COMMENTS A &S Z re,D was ern s;}e fo Ver;4 :h, Gorrecftt.e ry kar) wa.5 Der-Fot-me~ frt &aor-do-nCe, +o Ilk letter Su m;#d on Tuvie Iz"' Zoa'q. bfled: resulff o-F goof;na ;ns12e4eorl. Tere&oe . on A k de.., of (o /oq ew-"A'g vxe "*r) ha,s been yer)'FA and is akax -fb nrneeed w h e4nerefe alacerr.errh 11-01042!21E ot-e- okAq 4o Z 500 pg-p. Employee Signature: epresentative Signature: The above information has not been reviewed by our Engineers, therefore, the data is presented for preliminary use only, and is subject to change. June 12, 2009 ENGINEERING & LNVIRONMENTAL CONSULTANTS, INC. Mainstream Construction 825 Sunset Lane Cpa mp~k "sown and ~ Altamonte Springs, Florida 32714 7W 1510 CIr <3m ° S u Attention: Mr. Frank Harris CoomMMeM, ~1., ier Ph. Ihn !bM M(:aolln4 3 (M3170 . x 28f05 031 Reference: Results of Footing Inspection Dollar General Store Spring Lake, North Carolina GS2 Project No.: 09-12310CB Dear Mr. Harris: As requested, our personnel visited the above referenced site on June 11, 2009, in order to perform a footing inspection. Our inspection consisted of random probing and performing six hand augered soil borings with Dynamic Cone Penetrometer (DCP) testing per ASTM Special Publication T399. Testing was performed at 1-foot intervals to refusal/termination depths of up to approximately 4 feet below the bottom of footing (BOF) elevation. Inspections were performed at the following locations: Continuous wall footings at the NE building corner, SE building corner, NW building corner, SW building corner, 68' west of the NE building corner, and 68' west of the SE building corner. The inspection locations are representative of the continuous wall footings for the entire building. Based upon the soil conditions encountered at the time of inspection, it is our recommendation that the non-performing unstable soils located from 35 feet north of the SE building corner to 35 feet west of the SE building corner be over-excavated to a depth of 2 feet below existing bearing elevations. Additionally the non-performing unstable soils located in the remainder of the perimeter footings should either be 1.) over-excavated to a depth of 1 foot below existing bearing elevations or 2.) tamped and re-inspected prior to concrete placement. If the footings are to be over-excavated, the resulting excavation bottoms should then be tamped and backfilled with properly compacted structural fill, washed No. 57 stone, or concrete to near original bearing elevations. If soils are to be used as the replacement material, they should be similar in composition to those removed (if suitable) and be placed in 8 inch lifts, "loose measurement", and compacted in accordance with the project specifications. If washed No. 57 stone is to be used, the stone should be placed in no more than 10 to 12 inch lifts and tamped into the bottom and side-walls of the excavation. Upon completion of the remedial recommendations, the footings should be suitable for the design bearing capacity of 2500 pounds per square foot (psf). Our personnel should be present to document and verify that the remedial activities have been completed prior to concrete placement. The methods utilized to examine the bearing soils do not provide sufficient data for evaluation of deeper soils within the zone of influence for the proposed structure. Additionally, regardless of the thoroughness of this inspection, it is possible that the soil conditions intermediate of the test CoNmAls Fiartnos almlweon /bale .,y, mme~ cmwlmes~srenw+c alanaon rem~ralso rama+asso roa»owaw rew«s~e ren»,aaos resb~msa resq.osrre Dollar General Store, Spring Lake NC June 12, 2009 GS2 Project Number 09-12310C8 Page 2 locations vary from those at the test locations. Any loosened or disturbed surficial soils should be removed from the footing bottoms prior to concrete placement. If the footings should become saturated or filled with water, a re-inspection will be necessary prior to concrete placement. Once again we appreciate the opportunity to provide our services for your project needs. If you have any questions, or if additional information becomes available, please contact us at 843-292- 9660. Sincerely, GS2 ENGINEERING & ENVIRONMENTAL CONSULTANTS, INC. Bryan Rembert E.I.T. Robert C. Bruorton, P.E. Operations Manager Chief Technical Officer, AVP ~GS V ADAMS PRODUCTS CO. 100 PECAN LN CLAYTON, NC 27520 (919)5504791 FAx (919)550-8006 STEPHEN BRASWELL 919.795.3558 DATE JUNE 11 2009 TO: FRANK FAX: 803-356.2160 PAGES: 2 MESSAGE: REF PO # DSG-6257-Po-AP-2.04607 FRANK- I QUOTED YOU IN OCTOBER 2008-AT THAT TIME WE DISCUSSED C 20,000 WIR6CUT BRICK- IT IS NOW 8 SF PAINTABLES.WE WILL GLADLY WORK WITH YOU ON THE 8 SFP- BUT NOT AT 1.7 1 ^WE USUALLY GET 2.28 EA BUT ARE WILLING TO ADJUST THE PRICE TO 1.96 PLEASE CALL ME AT 919.7953558 AND WE WILL DISCUSS THANKS STEPHEN BRASWELL Record Of Hand Auger Boring Project Name: Dollar General. Spring Lake NC Boring No.: HA-1 Project Number: 09-12310CB Date: 6/11/09 Depth Depth of DCP' Blow Counts Average" From To Soil Description Test 1st 2nd 3rd DCP (bpi) BOF Tan Medium SAND (SP). BOF 3 4 4 4 1 3 5 7 6 2 9 11 12 12 3 9 13 14 14 4' 4 10 12 17 15 Boring Terminated at 4 feet Method of drilling: Hand Augers Performed By: Brad Hamilton Depth of Groundwater T.O.B.: Not Encountered Boring Location: Continuous Wall Footings: Northeast building corner Depth of Groundwater 24 hrs.: Not Available Notes: 1. Please see attached report. 2. BOF = Bottom of Footing DCP (or Dynamic Cone Penetrometer) tests were taken in general accordance with ASTM #T-399. The average DCP blow per increment (bpi) is arrived at by averaging the 2nd and 3rd blows. Signature:_~ Brad Hamilton CMT Manager Record Of Hand Auger Boring Project Name: Dollar General. Spring Lake NC Boring No.: HA-2 Project Number: 09-12310CB Date: 6/11/09 Depth Depth of DCP' Blow Counts Average" From To Soil Description Test 1st 2nd 3rd DCP (bpi) BOF Tan Medium SAND (SP). BOF 2 3 3 3 1 3 3 3 3 2 3 5 7 6 3 3 6 5 6 4' 4 5 7 8 8 Boring Terminated at 4 feet Method of drilling: Hand Augers Performed By: Brad HamiOon Depth of Groundwater T.O.B.: Not Encountered Boring Location: Continuous Wall Footings: Southeast building corner Depth of Groundwater 24 hrs.: Not Available Notes: 1. Please see attached report. 3. BOF = Bottom of Footing DCP (or Dynamic Cone Penetrometer) tests were taken in general accordance with ASTM #T-399. The average DCP blow per increment (bpi) is arrived at by averaging the 2nd and 3rd blows. Signature:' Brad Hamilton CMT Manager "Irv Record Of Hand Auger Boring Project Name: Dollar General. Spring Lake NC Boring No.: HA-3 Project Number: 09-12310CS Date: 11/09 Depth Depth of DCP' Blow Counts Average" From To Soil Description Test 1st 2nd 3rd DCP bpi BOF Tan Medium SAND (SP). BOF WOH WOH 2 1 1 6 8 7 8 2 7 10 11 11 3' 3 9 18 21 20 Auger Refusal at 3 feet Method of drilling: Hand Augers Performed By: Brad Hamilton Depth of Groundwater T.O.B.: Not Encountered Boring Location: Continuous Wall Footinas: Southwest building corner Depth of Groundwater 24 hrs.: Not Available Notes: 1. Please see attached report. 2. BOF = Bottom of Footing DCP (or Dynamic Cone Penetrometer) tests were taken in general accordance with ASTM #T-399. The average DCP blow per increment (bpi) is arrived at by~averaging ~the 2nd and 3rd blows. Signature:- ~1-Z!N ' Brad Hamilton CMT Manager C! GS IqqINUOMEWWx~ Record Of Hand Auger Boring Project Name: Dollar General. Spring Lake NC Boring No.: HA-4 Project Number: 09-12310CB Date: 6/11/09 Depth Depth of DCP' Blow Counts Average" From To Soil Description Test 1st 2nd 3rd DCP (bpi) BOF Tan Medium SAND (SP). BOF 3 5 5 5 1 8 10 12 11 2 10 11 10 11 3 7 10 12 11 4' 4 7 11 13 12 Boring Terminated at 4 feet Method of drilling: Hand Auoers Performed By: Brad Hamilton Depth of Groundwater T.O.B.: Not Encountered Boring Location: Continuous Wall Footings: Northwest building comer Depth of Groundwater 24 hrs.: Not Available Notes: 1. Please see attached report. 2. BOF = Bottom of Footing DCP (or Dynamic Cone Penetrometer) tests were taken in general accordance with ASTM #T-399. The average DCP blow per increment (bpi) is arrived at by averaging the 2nd and 3rd blows. Signature:- Brad Hamilton CMT Manager GS2~ m Record Of Hand Auger Boring Project Name: Dollar General. Suring Lake NC Boring No.: HA-5 Project Number: 09-12310CB Date: 6/11/09 Depth Depth of DCP' Blow Counts Average" From To Soil Description Test 1st 2nd 3rd DCP i BOF Tan Medium SAND (SP). BOF 5 6 7 7 1 7 7 8 8 2 5 8 9 9 3 8 12 17 15 4' 4 9 14 22 18 Boring Terminated at 4 feet Method of drilling: Hand Augers Performed By: Brad Hamilton Depth of Groundwater T.O.B.: Not Encountered Boring Location: Continuous Wall Footings: 68' west of NE building building Depth of Groundwater 24 hrs.: Not Available comer Notes: 1. No remedial measures prescribed at this time. Please see attached report. 2. The footings appear suitable for an allowable bearing pressure of 2000 psf. 3. BOF = Bottom of Footing DCP (or Dynamic Cone Penetrometer) tests were taken in general accordance with ASTM #T-399. The average DCP blow per increment (bpi) is arrived at by averaging the 2nd and 3rd blows. Signature:' Brad Hamilton CMT Manager PREPARED 6/17/09, 14:27:56 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 6/18/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER ` THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER ' PERMIT: CBCO 00 CP BUILDING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - - - C161 01 6/16/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6/17/09 C*MONOLITH SLAB TIME: 17:00 VRU 001782911 6/17/09 DP 1. PLan detail shows 2 #5 and 1 transverse on all anchor bolts. Install and reschedule. Have field copy of engineers recheck of footings with approval for concrete placement. $50 re fee C161 03 6/18 09 T C*MONOLITH SLAB TIME: 17:00 VRU 001783497 AIPR - - COMMENTS AND NOTES - - - - - - PREPARED 6/22/09, 13:59:27 INSPECTION TICKET PAGE 15 Harnett County INSPECTOR: IVR DATE 6/23/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERA. STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPEC 00 CP ELECTRICAL COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS E267 01 6/23/09q ~TIQ C*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001784859- le -L- 0 ( ~~4z/ - - - - COMMENTS AND NOTES - - - - PREPARED 7/02/09, 14:09:25 INSPECTION TICKET PAGE 10 Harnett County INSPECTOR: IVR DATE 7/06/09 - - - - - - ' ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR : MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER- : PURDUE COMMONS INC PHONE PARCEL : 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPRC 00 CP ELECTRICAL COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS E267 01 6/23/09 JH C*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001784859 6/23/09 AP E251 01 7/06/09 TI C*ELEC ROUGH IN TIME: 17:00 VRU 001790179 7- L& T/S: 07/02/2009 01:46 PM JBROCK - - - - CONTINUED ONTO NEXT PAGE - - - PREPARED .7/02/09, 14:09:2.5 INSPECTION TICKET PAGE 11 Harnett.County INSPECTOR: IVR DATE 7/06/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE : (407) 862-6445 OWNER PURDUE COMMONS INC PHONE : PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPMC 00 CP MECHANICAL COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - DUCT TIME: 17:00 VRU 001790161 M457 01 7/06/09 TI C*MECH T/S: 0 ~ G-o S T/S1 07/02/2009 01:46 PM SBROCK G------------- to ^ alined ~anVClf CsSS tr CONTINUED ONTO NEXT PAGE - PREPARED 7/02/09, 14:09:25 INSPECTION TICKET PAGE 9 Harnett'County - INSPECTOR: IVR DATE 7/06/09 ADDRESS :.13649 NC 210 S SUBDIV: CONTRACTOR : MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER : PURDUE COMMONS INC PHONE PARCEL : 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GunmRAL STORE FLOOD ZONE . . . . : FLOOD ZONE 'X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMQT: CBCO 00 CP BUILDING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - - C161 01 6/16/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6/17/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782911 6/17/09 DP 1. PLan detail shows 2 45 and 1 transverse on all anchor bolts. Install and reschedule. Have field copy of engineers recheck of footings with approval for concrete placement. $50 re fee C161 03 6/18/09 B5 C*MONOLITH SLAB TIME: 17:00 VRU 001783497 6/18/09 AP C167 01 7/06/09 C*WALL INSPECTION TIME: 17:00 VRU 001790153 7,G_Bf T T/S: 0^^7///0((2~,/~~2009// 01:46 PM JBBRO/CK -------'-----------------------~e%ONTIAfCJED~ bNTONEXT PAGE J`----------------------------- P,,REPARIFD 7/15/09, 10:42:03 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 7/15/09 ADDRESS . : 13649 NC 210 5 SUBDIV: CONTRACTOR ,MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COONS INC PHONE PARCEL 01-0513- - - 0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CBCO 00 CP BUILDING COMMERCIAL REQUESTED INSP DESCRIPTION - TYP/SQ COMPLETED RESULT RESULTS/COMMENTS C161 01 6116109 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6/17/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782911 6/17/09 DP 1. PLan detail shows 2 #5 and 1 transverse on all anchor bolts. Install and reschedule. Have field copy of engineers recheck of footings with approval for concrete placement. $50 re fee C161 03 6/18/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001783497 6/18/09 AP C167 01 7/06/09 JH C*WALL INSPECTION TIME: 17:00 VRU 001790153 7/06/09 DA T/S: 07/02/2009 01:46 PM JBROCK exterior walls ok to insulateHALL C153 01 7/07/09 JH C*BLDG ROUGH IN TIME: 17:00 VRU 001791029 7/07/09 AP T/S: 07/07/2009 08:10 AM JBROCK T/S: 07/07/2009 01:14 PM JHALL C165 01 7/15/09 T C*OVERHEAD FOR BUILDING TIME: 17:00 VRU 001794031 7-t -6c / T/S: 07/14/2009 09:53 AM NTART WILL BE FOR THE CEILING GRID.**************************** PERMIT: CPEC 00 CP ELECTRICAL COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _ _ E267 01 6/23/09 JH C*ELEC TEMP SERVICE POLE TIME: 17:00 VRU 001784859 6/23/09 AP E251 01 7/06/09 JH C*ELEC ROUGH IN TIME: 17:00 VRU 001790179 7/06/09 AP T/S: 07/02/2009 01:46 PM JBROCK CONTINUED ONTO NEXT PAGE PREFAMD 7/15/09, 10:42:03 INSPECTION TICKET PAGE 2 Harnett County INSPECTOR: IVR DATE 7/15/09 - - - - - - ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM~CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER :'PURDUh COMMONS INC PHONE PARCEL 01-0513- - - 0014- - - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS T/S: 07/06/2009 11:18 AM JHALL E253 01 ~7/1'5</-0-9~ ~IQ~~ C*ELEC TEMP POWER CERT TIME: 17:00 VRU 001794940 .&--rd T/S: 07/15/2009 10:41 AM NTART E257 01 15 09 TI C*ELEC OVERHEAD TIME: 17:00 VRU 001794049 .07 T/S: 07/14/2009 09:54 AM NTART PERMIT: CPMC 00 CP MECHANICAL COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS M457 01 7/06/09 JH C*MECH DUCT TIME: 17:00 VRU 001790161 7/06/09 DA T/S: 07/02/2009 01:46 PM JBROCK Duct through 1 hr wall needs dampers in duct with 6" x 6" acess doors. M457 02 7/07/09 JH C*MECH DUCT TIME: 17:00 VRU 001790880 7/07/09 AP T/S: 07/06/2009 01:41 PM RDCONTE T/S: 07/07/2009 01:14 PM JHALL M463 01 7/TI C*MECH OVERHEAD TIME: 17:00 VRU 001794056 T/5: 07/14/2009 09:55 AM NTART - - - COMMENTS AND NOTES - z '^~°x3wYa'^u`rnnwa;:«r vrw ~r.~.rn a;na~r^':., 10, 'lei EXPIRE DATE T 5 419 TEMPORARY POWER CERTIFICATE JOB NAME° I Iti r ~Y~ r 4 OWNER P A LjJ e (omfoan t Z~I C ADDRESS PHONE LOCATION The power company shall not be required to terminate electric service supplied to the premises described above on or after the expiration date'specified in this certificate, unless and until it is notified in writing by the Harnett County Electrical Inspector. to do so. I the undersigned understand that this certificate is for Temporary Power only and that a final inspection is required before permanent power will be approved. I shall alsor comply with any special requirement requested by the Harnett County Inspection Department. Date 7 J j/ G~ f c C.,.. Owner or Authorized Signature This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building Code certifying at the time of issuance this structure was in temporary compliance with the various ordinances of the County of Harnett regulating building construction or use. Date 7- > - o Building Official PREPARED 7/07/09, 8:11:04 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 7/07/09 - - - - - ADDRESS 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE : (407) 862-6445 OWNER PURDUE COMMONS INC PHONE : PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE - - - - - - - - - DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** - T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CBCO 00 CP BUILDING COMMERCTAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - C161 01 6/16/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6/17/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782911 6/17/09 DP 1. PLan detail shows 2 #5 and 1 transverse on all anchor bolts. Install and reschedule. Have field copy of engineers recheck of footings with approval for concrete placement. $50 re fee C161 03 6/18/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001783497 6/18/09 AP C167 01 7/06/09 JH C*WALL INSPECTION TIME: 17:00 VRU 001790153 7/06/09 DA T/S: 07/02/2009 01:46 PM JBROCK exterior walls ok to insulateHALL C153 01 7/~ 7/0 s ICL TI. C*BLDG ROUGH IN TIME: 17:00 VRU 001791029 - OWE T/S: 07/07/2009 08:10 AM JBROCK CONTINUED ONTO NEXT PAGE ail PREPARED 7/07/09, 8:11:04 INSPECTION TICKET PAGE 2 Harnett County INSPECTOR: IVR DATE 7/07/09 ___-c'----~' - ADDRESS 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPIC 00 CP INSULATION COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS I185 01 7/07/09q TI C*INSULATION INSPECTION TIME: 17:00 VRU 001790872 41,44 T/S: 07/06/2009 01:40 PM RDCONTE CONTINUED ONTO NEXT PAGE PREPARED 7/07/09, 8:11:04 INSPECTION TICKET PAGE 3 Harnett County INSPECTOR: IVR DATE 7/07/09 -i - - ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR : MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER : PURDUE COMMONS INC PHONE PARCEL : 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPMC 00 CP MECHANICAL COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - M457 01 7/06/09 JH C*MECH DUCT TIME: 17:00 VRU 001790161 7/06/09 DA T/S: 07/02/2009 01:46 PM JBROCX Duct through 1 hr wall needs dampers in duct with 6" x 6" acess doors. M457 02 7/07/09 TI C*MECH DUCT TIME: 17:00 VRU 001790880 -01 4z T/S: 07/06/2009 01:41 PM RDCONTE CONTINUED ONTO NEXT PAGE - - - PREPARED 7/07/09, 8:11:04 INSPECTION TICKET PAGE 4 Harnett County INSPECTOR: IVR DATE 7/07/09 'i----------------- - - - - ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPPC 00 CP PLUMBING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS P357 01 6/11/09 JH C*PLUMB UNDER SLAB TIME: 17:00 VRU 001780626 6/11/09 AP P357 02 6/12/09 TI C*PLUMB UNDER SLAB VRU 001780424 6/11/09 CA P355 01 6/15/09 MR C*PLUMB SEWER CONNECTION TIME: 17:00 VRU 001781772 6/15/09 AP under parking lot P351 01 7/06/09 RD C*PLUMB ROUGH IN TIME: 17:00 VRU 001789783 7/06/09 CA T/S: 07/01/2009 03:39 PM NTART WILL BE THE IN WALL PLUMBING******************************* CUSTOMER CALLED AND CANCELED FOR TODAY 7/6/09. RE-SCHEDULED FOR 7/709. T/S: 07/06/2009 11:03 AM RDCONTE P351 02 7/07/09 TI ' ' C*PLUMB ROUGH IN TIME: 17:00 VRU 001790567 q AIJ~Q-~7-l~J-_- T/S: 07/06/2009 11:04 AM RDCONTE - COMMENTS AND NOTES PREPARED 7/27/09, 14:37:02 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 7/28/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CPLU 00 CP LAND USE PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - Z820 01 ~7//~28_/~0~f 9 TI ,~o PZ*ZONING/FINAL INSPECTION TIME: 17:00 VRU 001801299 !/ZY/li 28IM T/S: 07/27/2009 02:36 PM NTART COMMENTS AND NOTES PREPARE13- 7/29/09, 14:58:03 INSPECTION TICKET PAGE 1 Harnet*v County INSPECTOR: IVR DATE 7/29/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER PURDUE COMMONS INC PHONE PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CBCO 00 CP BUILDING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS C161 01 6/16/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6/17/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782911 6/17/09 DP 1. Plan detail shows 2 #5 and 1 transverse on all anchor bolts. Install and reschedule. Have field copy of engineers recheck of footings with approval for concrete placement. $50 re fee C161 03 6/18/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001783497 6/18/09 AP C167 01 7/06/09 JH C*WALL INSPECTION TIME: 17:00 VRU 001790153 7/06/09 DA T/S: 07/02/2009 01:46 PM JBROCK exterior walls ok to insulateHALL C153 01 7/07/09 JH C*BLDG ROUGH IN TIME: 17:00 VRU 001791029 7/07/09 AP T/S: 07/07/2009 08:10 AM JBROCK T/S: 07/07/2009 01:14 PM JHALL C165 01 7/15/09 JH C*OVERHEAD FOR BUILDING TIME: 17:00 VRU 001794031 7/15/09 AP T/S: 07/14/2009 09:53 AM NTART WILL BE FOR THE CEILING GRID.**************************** T/S: 07/15/2009 10:42 AM NTART A814 01 7/29/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001802347 T/S: 07/29/2009 02:57 PM DJOHNSON COMMENTS AND NOTES PREPARED' 7/29/09, 16:31:20 INSPECTION TICKET PAGE 1 Harnett, County INSPECTOR: IVR DATE 7/30/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR MAINSTREAM CONSTRUCTION GROUP PHONE : (407) 862-6445 OWNER PURDUE COMMONS INC PHONE : PARCEL 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE DIRECTIONS : DOLLAR GENERAL STORE TAKE 210 SOUTH. LOT IS AT THE INTERSECTION OF NC 210 AND SHADY GROVE ROAD. ***PWR CO: WAITING ON"CUS*** T/S: 05/27/2009 10:12 AM RDCONTE WILL NEED A COMPACTION TEST ON THE PAD. NEEDS TO HAVE THE SOIL TEST REPORT IN HA ND AT THE TIME OF THE MONOLITHIC INSPECT ION. PROBLEMS IN BACK RIGHT HAND CORNER THAT NEEDS TO BE ADDRESSED, LOTS OF SOIL STRUCTURE: 000 000 DOLLAR GENERAL STORE FLOOD ZONE . . . . : FLOOD ZONE X PROPOSED USE . . . . . . . : STORE SEPTIC - EXISTING? . . . . : SEWER PERMIT: CBCO 00 CP BUILDING COMMERCIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS C161 01 6/16/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782226 6/16/09 DA 1. Tpole must have GFCI on 240 v circuit. 2. Footing is washed in in several places. Must be cleaned out. 3. Awaiting engineering that soil compaction failures were corrected and observed by the soils engineer C161 02 6/17/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001782911 6/17/09 DP 1. PLan detail shows 2 #5 and 1 transverse on all anchor bolts. Install and reschedule. Have field copy of engineers recheck of footings with approval for concrete placement. $50 re fee C161 03 6/18/09 BS C*MONOLITH SLAB TIME: 17:00 VRU 001783497 6/18/09 AP C167 01 7/06/09 JH C*WALL INSPECTION TIME: 17:00 VRU 001790153 7/06/09 DA T/S: 07/02/2009 01:46 PM JBROCK exterior walls ok to insulateHALL C153 01 7/07/09 JH C*BLDG ROUGH IN TIME: 17:00 VRU 001791029 7/07/09 AP T/S: 07/07/2009 08:10 AM JBROCK T/S: 07/07/2009 01:14 PM JHALL C165 01 7/15/09 JH C*OVERHEAD FOR BUILDING TIME: 17:00 VRU 001794031 7/15/09 AP T/S: 07/14/2009 09:53 AM NTART WILL BE FOR THE CEILING GRID.**************************** T/S: 07/15/2009 10:42 AM NTART A814 01 7/29/09 FB ADDRESS CONFIRMATION TIME: 17:00 VRU 001802347 7/29/09 AP T/S: 07/29/2009 02:57 PM DJOHNSON T/S: 07/29/2009 03:02 PM FBURGESS 13649 NC 210 S SPRING LAKE, NC 28390 T/S: 07/29/2009 03:04 PM FBURGESS C179 01 7/30/09 I C*BLDG FINAL TIME: 17:00 VRU 001602396 T/S: 07/29/2009 04:30 PM DJOHNSON FM HAS ALREADY BEEN FINALED PER MICHAEL MARTIN. HE HAD NOT - CONTINUED ONTO NEXT PAGE PREPAREb 7/29/09, 16:31:20 INSPECTION TICKET PAGE 2 Harnett County INSPECTOR: IVR DATE 7/30/09 ADDRESS . : 13649 NC 210 S SUBDIV: CONTRACTOR : MAINSTREAM CONSTRUCTION GROUP PHONE (407) 862-6445 OWNER : PURDUE COMMONS INC PHONE PARCEL : 01-0513- - -0014- - - APPL NUMBER: 09-50021802 CP NEW COMMERCIAL BLDG/ENTERPRISE - - - - REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS SIGNED OFF BY THE TIME I NEEDED TO PRINT THIS TICKET. - COMMENTS AND NOTES - - COUNTY OF HARNETT DEPARTMENT OF BUILDING INSPECTION kln. AND PLANNING/DEVELOPMENT CERTIFICATE OF OCCUPANCY Thiscertificate issued pursuant to the requirements of Section 105of the North Carolina State Building Code and the Harnett County Zoning Ordinance certifies at the time of issuance this structure was in compliance with the various ordinances of the Countyof Harnett regulating developmentand building construction or use. For the following: Use Classification: It PERMIT NUMBERS Owner: p~t~ r-~1{ p ~bMM e;,, Building Permit No.: > 911 Address: y Electrical Permit No.: Insulation Permit No.:__~_ NNNn,,~`, Plumbing Permit No.: State: A. Zip Code: Mech. Permit No.: Date: MFG. Home:\ R, Building Official - ? 4L " ll`a bNj ar 'l ~e A l`n ~N ° , ~l l~°~rN l4n N uM° 'y1b ~ ~ ~ ~ F ~ s IN NlM 1