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INSPECTIONS PREPARED 2/19/10, 16:21:38 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 2/22/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE - SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 /22/1063 '�--L- R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 T /S: 02/19/2010 04:20 PM VBROWN COMMENTS AND NOTES •/ PREPARED 2/23/10, 14:00:42 INSPECTION TICKET PAGE 39 Harnett County INSPECTOR: IVR DATE 2/24/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE • SFD SEPTIC - EXISTING • NEW WATER SUPPLY COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 2/22/10 R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing B101 02 2/24/10 TI R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 2 Df of T /S: 02/23/2010 08:59 AM VBROWN COMMENTS AND NOTES PREPARED 2/25/10, 13:58:49 INSPECTION TICKET PAGE 35 Harnett Cougty INSPECTOR: IVR DATE 2/26/10 ADDRESS . ^ : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3000000.00 PROPOSED USE • SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 2/22/10 FS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing B101 02 2/24/10 R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 • 2/24/10 DA T /S: 02/23/2010 08:59 AM VBROWN 1. Need engineering for footer. T -pole passed T /S: 02/24/2010 10:53 AM DETAYLOR B101 03 2/26/10 TI R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001887603 T /S: 02/25/2010 09:24 AM VBROWN Ae A - COMMENTS AND NOTES HARNETT COUNTY Building Inspections Dept. 108 E. Front St. Lillington, NC 27546 910- 893 -7525 DO NOT REMOVE DATE: 02 -26 -10 PERMIT # 10- 590023558 ADDRESS: 86 cameron pines VIOLATIONS: 1. We need a letter from the engineer stating that the footer soil meets or exceeds the code required 2000# per sq ft. Harnett County Building Department Mike Rearic cell# (910) 984- 4772 DMiller & Associates, PA 1000 Bearcat Way, Suite 103 Morrisville, NC 27560 (919) 481 -1485 (Office) (919) 481 -1496 (Fax) February 25, 2010 Wynn Construction Attn: Wade Hare 2550 Capital Drive Creedmoor, NC Phone: (919) 539 -2077 Fax: (919) 528 -1347 Email: carolyn @wynnconstruct.com Re.: Engineering Services — Foundation Excavation Observation Lot No. 18 Cameron Pines Harnett County, NC Project Number: 10- 331 - 2122 -00 Permit No.: 50023558 Mr. Hare, On February 24 and 25, 2010, a representative of D. Miller & Associates, PA (DMA) visited the subject site for the purpose of observing the subsurface conditions and materials for the proposed residential crawl space foundation with respect to bearing capacity. It was observed during the first site, that the proposed footing areas were excavated approximately 12 to 18 inches below the existing ground surface. Standing water and yielding soils were observed at isolated areas. It was recommended to overexcavate approximately 6 to 8 inches of yielding soils and standing water. During the second site visit, the DMA representative observed the implementation of our recommendations. Standing water from the isolated areas of the footing was being removed at the time of our site visit. The materials exposed at the bottom of the excavations consisted of firm, orange- brown, medium grained silty sand to clayey sand, residual soils free of debris and significant quantities of organics and water. DMA can conduct consolidation testing for the purpose of estimating swell potential, if desired. The materials were identified by means of visual observation, qualitative probing, and Dynamic Cone Penetrometer (DCP) testing (refer to Figure 1 on the attached Project Time Record dated February 24, 2010 for locations and details). The DCP test results are as follows. DCP Test Range of Blow Counts Test Depth Below Test Depth Below Bottom Location Per Increment (bpi) Ground Surface (ft.) of Excavation (ft.) Front Right 15+ 1 to 1.5 0 Corner 15+ 2 to 2.5 1 4, 4,4* l to1.5 0 Rear Left 15+ 2 to 2.5 1 Corner 15+ 3 to 3.5 2 * Soils Removed It is recommended that the overexcavated areas be backfilled with clean washed stone to the planned footing bearing elevation prior to placing the concrete or backfilled with full depth concrete. Based on our visual observations, recommendations and field test results, the tested materials and conditions are suitable for the support of an assumed bearing pressure of 2,000 psf The concrete and reinforcing steel (if needed) should be placed within 24 hours. If this is not possible, the condition of the excavations should be preserved by means of placing a concrete mudmat or plastic sheeting to cover all footing areas. If foundation excavations are exposed to the elements or if changes are made to the foundation excavations; it is recommended to retest the footings for suitability to support anticipated loading conditions. Foundation Excavation Observation — Lot No. 18 Cameron Pines Project No: 10-331-2122-00 February 25, 2010 Page 2 of 2 We appreciate the opportunity to assist you during this phase of the project. If you need further assistance or additional information please do not hesitate to contact us. Sincerely, D. Miller & Associates, PA �on , " "' NC Corporate License No.: C -1466 r' A � sees SN• e �. j 3323 ie' • 7 a f ro Phanikumar Turlapati, P.E. • F . ,. •,o Senior Engineer °q • •1 l,. 10 -331- 2122 -00 fv ' , ,,r 7 ,, y � y 4�' 106 /F1 /350 PROJECT TIME RECORD Attachments D. Miller & Associates, P.A. Forensi a Form: — 1000 Barcat Way, Suite 103 Drive Tube Form: Photos: Yes / No Morrisville, NC 27560 Crack Monitor Form: Consolidation: Yes / No Phone: (919) 846.9202 Fax: (919)846.0246 ate Project: 141. /8 4,0.10 f) mief s Job No.: it - 2/7 z Date: z — 2H —/D Purpose of Visit: )444/1.‘ R/gy- ng„d/ rite- , Fax No.: Client Company: l t o 4c4.r., -.16 en Contact No.: Sr} -.0 077 Contact Name: y .. G Permit No.: 3 Z 311rel City /Town: I IG�}np dvM� Weather: D, h , sir Start Time: too Stop Time: zjal Travel Time: /- S Total: 2.2 f Start Time: Stop Time: Travel Time: Total: At Subgrade Leve6, / Fill (circle one) Op C-54 Fill Controlled? Per Who? it'+! ,' Depth of Overlying Fill: /, /V/¢ 0 0 Aar e g Zsrd 11 54-4e/ .. 0 Soil Description: t. - et , se re ,k . / A Remark D r � /� u114 j/� IC- lr '' y .. %dig i -r V 7 S h/: 4Y' prei'T 4> I.„..,r f "- oar 4 a , S N vt � enoripG .4- IC ' - r . J s , . n./ el, rilir Figure 1 .4 or__ - - //_. , L . L.,:. , . • 1 504 Mrtfe okltr✓ 41 5.4 S al` }es ;Al P /�E'A m nya dv�n/01.r.J4, t�+ �f l // Y� 1 ,J re /V?a s / , tw4J ift A/ jl t e rr : / ! q ix s s*' /hdcrnt erJ r1OP aks/l 4,,t 1 4 -- ,01 rnrs dn.e/' �6-- / 9/I am �J 0 11, 1 644 GS� Is BltgP^f /. e f i cnweM19iee+ 5: 1.. ! • The above report is a preliminary submittal. All data is subject to�tech I r w and confirmation. Authorization (sign and print) Fi 'cian (sign and print) f j uonsouuauoa: r es' P!o "-•'•• , (a r. /ne rimes JobNo.: JO - - 21 22 Project: $ Date: fawaw ,w a- 7-r Purpose of Visit: jc01Grb At ens w/ y,9ai c. Fax No.: Client Company: Y l.ns'>'rwil,,,i Contact No.: SCI - 7077 Contact Name: J- 'S fi.,r Permit No.: ,519 A 7V 5 A • City / Town: 4 /1".„4,/ Weather: 96 ycc Start Time: g: 3 6 Stop Time: 9: D J Travel Time: ?,5 Total: 3•r) Start Time: Stop Time: Travel Time: Total: At Subgrade Level Fill (circle one) Fill Controlled? Per Who? Depth of Overlying Fill: i� ea** / Ji/4 in)) /J Soil Description: ter e/W°`2 Sand Remarks: ptr,4 reprrcrnitditu- (A✓Arfic,/ Se 4 absen,e 4'Anp snfrn.de art- ✓u /,A n;� J .ro p y. P / r 4 s ,,,n- Pr. nre z4 ` / d Adis A l S � 4 fYl �/ Figure 1 hs $Wl ,,V4/011 ww , 6fl , , ers T3/4.4 i d S�nrn1 ti,49 C 4keicsrl )!t sk. -4.75 oT- �+nt. f,' r 1 1,0 f ✓r4°vet/ a r..t40Cr- 7.4° 4 fµ Jr;, ,4_ p4,4009 he fnrt fat: _ .t ry �i / _._,.... gavion cm; rnnNn 1 j nttgnattean f ,,n 4/.1 M)4 4" � • t u . u. r aL' / - . . _ :1n its . ! art lJ rs r� r e rf 70nr) enc.- / l -` wal c�!"S sa �r o ed al- s'r'r. R7 stV. vaif The above report is a preliminary submittal. AU data is subject to technic: re ew and confirmation. Authorization (sign and print) Fiel / . ician (sign and print) no- 705 PROJECT TIME RECORD -- Forensic For D. Miller & Associates, P.A. C Form: 1000 Bearvt Way, Bdte 403 Drive Tube Form: Photos: Yes / No Morrisville, NC 27560 Crack Monitor Form: _ era... /0101 1144 Oval War + N101a64a246 .... PREPARED 3/01/10, 13:59:47 INSPECTION TICKET PAGE 34 Harnett County INSPECTOR: IVR DATE 3/02/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE • SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 2/22/10 FS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing 8101 02 2/24/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 2/24/10 DA T /S: 02/23/2010 08:59 AM VBROWN 1. Need engineering for footer. T -pole passed T /S: 02/24/2010 10:53 AM DETAYLOR B101 03 2/26/10 MR R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001887603 2/26/10 AP T /S: 02/25/2010 09:24 AM VBROWN T /S: 02/26/2010 12:17 PM MREARIC received letter from engineer A814 01 3/02/10 TI ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001888957 T /S: 03/01/2010 09:41 AM VBROWN B103 01 3/02/10 TI n R *BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 001888940 .3 Z - ) V AP. - fr1j` T /S: 03/01/2010 09:41 AM VBROWN COMMENTS AND NOTES PREPARED 3/03/10, 14:01:06 INSPECTION TICKET PAGE 23 Harnett County INSPECTOR: IVR DATE 3/04/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 313DR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE • SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 2/22/10 FS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing B101 02 2/24/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 2/24/10 DA T /S: 02/23/2010 08:59 AM VBROWN 1. Need engineering for footer. T -pole passed T /S: 02/24/2010 10:53 AM DETAYLOR B101 03 2/26/10 MR R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001887603 2/26/10 AP T /S: 02/25/2010 09:24 AM VBROWN T /S: 02/26/2010 12:17 PM MREARIC received letter from engineer A814 01 3/02/10. TI ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001888957 T /S: 03/01/2010 09:41 AM VBROWN B103 01 3/02/10 MR R *BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 001888940 3/02/10 AP T /S: 03/01/2010 09:41 AM VBROWN T /S: 03/02/2010 12:25 PM MREARIC B105 01 3/04/10 TI �� ""���, R *OPEN FLOOR TIME: 17:00 VRU #: 001890185 3+ -1, 1(1._.� T /S: 03/03/2010 01:08 PM VBROWN �- -).- �G AP r1\4 COMMENTS AND NOTES Y PREPARED 3/23/10, 14:07:57 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 3/24/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS - 3000000.00 PROPOSED USE • SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 2/22/10 FS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing B101 02 2/24/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 2/24/10 DA T /S: 02/23/2010 08:59 AM VBROWN 1. Need engineering for footer. T -pole passed T /S: 02/24/2010 10:53 AM DETAYLOR B101 03 2/26/10 MR R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001887603 2/26/10 AP T /S: 02/25/2010 09:24 AM VBROWN T /S: 02/26/2010 12:17 PM MREARIC received letter from engineer A814 01 3/02/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001888957 3/10/10 AP 86 cameron pines dr lot 18 sanford, nc 27332 T /S: 03/10/2010 04:08 PM TWARD B103 01 3/02/10 MR R *BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 001888940 3/02/10 AP T /S: 03/01/2010 09:41 AM VBROWN T /S: 03/02/2010 12:25 PM MREARIC B105 01 3/04/10 MR R *OPEN FLOOR TIME: 17:00 VRU #: 001890185 3/04/10 AP T /S: 03/03/2010 01:08 PM VBROWN T /S: 03/04/2010 12:00 PM MREARIC R427 01 3/24/10 TI O FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001899202 Z.4 - to fA - /I'll"- T /S: 03/23/2010 02:07 PM NTART COMMENTS AND NOTES [ x v.Cs,1 FGA I °i PREPARED 3/25/10, 14:22:44 INSPECTION TICKET PAGE 29 Harnett County INSPECTOR: IVR DATE 3/26/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32. AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 2/22/10 FS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing 8101 02 2/24/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 2/24/10 DA T /S: 02/23/2010 08:59 AM VBROWN 1. Need engineering for footer. T -pole passed T /S: 02/24/2010 10:53 AM DETAYLOR B101 03 2/26/10 MR R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001887603 2/26/10 AP T /S: 02/25/2010 09:24 AM VBROWN T /S: 02/26/2010 12:17 PM MREARIC received letter from engineer A814 01 3/02/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001888957 3/10/10 AP 86 cameron pines dr lot 18 sanford, nc 27332 T /S: 03/10/2010 04:08 PM TWARD B103 01 3/02/10 MR R *BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 001888940 3/02/10 AP T /S: 03/01/2010 09:41 AM VBROWN T /S: 03/02/2010 12:25 PM MREARIC B105 01 3/04/10 MR R *OPEN FLOOR TIME: 17:00 VRU #: 001890185 3/04/10 AP T /S: 03/03/2010 01:08 PM VBROWN T /S: 03/04/2010 12:00 PM MREARIC R427 01 3/24/10 FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001899202 3/24/10 DA T /S: 03/23/2010 02:07 PM NTART T /S: 03/24/2010 01:43 PM MREARIC exhaust fan downstairs is missing ok to insulate I129 01 3/26/10 TI R *INSULATION INSPECTION TIME: 17:00 VRU #: 001900497 ,f' -MR T /S: 03/25/2010 11:40 AM VBROWN R427 02 3/26/10 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001900489 3-2.4-/o m T /S: 03/25/2010 11:40 AM VBROWN COMMENTS AND NOTES PREPARED 5/05/10, 13 ?58:24^} - INSPECTION TICKET PAGE 31 Harnett Cbuntyi INSPECTOR: IVR DATE 5/06/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 01/11/2010 09:32 AM JBROCK - - -- TAKE HWY 27 OUT OF LILLINGTON TO BUFFALO LAKE RD TURN LEFT S/D ON LEFT LOT 18 STRUCTURE: 000 000 38X50 3BDR CRAWL W/ GARAGE & DECK FLOOD ZONE • FLOOD ZONE X # BEDROOMS • 3000000.00 PROPOSED USE - SFD SEPTIC - EXISTING' • NEW WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 8101 01 2/22/10 FS R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001885854 2/22/10 DA T /S: 02/19/2010 04:20 PM VBROWN T /S: 02/22/2010 02:07 PM FSPIVEY remove water and mud from footing B101 02 2/24/10 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001886423 2/24/10 DA T /S: 02/23/2010 08:59 AM VBROWN 1. Need engineering for footer. T -pole passed T /S: 02/24/2010 10:53 AM DETAYLOR B101 03 2/26/10 MR R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 001887603 2/26/10 AP T /S: 02/25/2010 09:24 AM VBROWN T /S: 02/26/2010 12:17 PM MREARIC received letter from engineer A814 01 3/02/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001888957 3/10/10 AP ✓86 cameron pines dr lot 18 sanford, nc 27332 T /S: 03/10/2010 04:08 PM TWARD B103 01 3/02/10 MR R *BLDG FOUND & TEMP SVC POLE TIME: 17:00 VRU #: 001888940 3/02/10 AP T /S: 03/01/2010 09:41 AM VBROWN T /S: 03/02/2010 12:25 PM MREARIC B105 01 3/04/10 MR R *OPEN FLOOR TIME: 17:00 VRU #: 001890185 3/04/10 AP T /S: 03/03/2010 01:08 PM VBROWN T /S: 03/04/2010 12:00 PM MREARIC R427 01 3/24/10 MR. FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001899202 3/24/10 DA T /S: 03/23/2010 02:07 PM NTART T /S: 03/24/2010 01:43 PM MREARIC exhaust fan downstairs is missing ok to insulate I129 01 3/26/10 MR R *INSULATION INSPECTION TIME: 17:00 VRU #: 001900497 3/26/10 AP T /S: 03/25/2010 11:40 AM VBROWN T /S: 03/26/2010 02:05 PM MREARIC R427 02 3/26/10 MR FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU #: 001900489 3/26/10 AP T /S: 03/25/2010 11:40 AM VBROWN / T /S: 03/26/2010 02:05 PM MREARIC H824 01 4/16/10 OT % ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001912484 4/16/10 AP T /S: 04/19/2010 10:19 AM SSTEWART T /S: 04/19/2010 10:19 AM SSTEWART R429 01 5/06/10 TI FOUR TRADE FINAL VRU #: 001921415 CONTINUED ONTO NEXT PAGE PREPARED 5/05/10, 13:58:24, INSPECTION TICKET PAGE 32 Harnett Cpunty. 1 INSPECTOR: IVR DATE 5/06/10 ADDRESS . : 86 CAMERON PINES DR SUBDIV: CAMERON PINES 19 LOTS CONTRACTOR : WYNN CONSTRUCTION, INC. PHONE : (919) 528 -1347 OWNER . . : WYNN CONSTRUCTION PHONE : (910) 434 -6741 PARCEL . . : 03 -9586- - -0024- -56- APPL NUMBER: 10- 50023558 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS c— - ( f - GZ COMMENTS AND NOTES e rig hP r iH9 2P e+t t 03 r ,; t r w - , s* i 4, .: h t /4. -:':11 4. :.? l'9' f 444 400H Ati‘S Atitt&i hatrt. h iiiiii- :Aidsr,.. -,,''' . County of Harnett Building Inspections Department - • Planning Services Cert o f Compliance: p P )4 Occupancy: fl Certificate issued pursuant to the requirements of North Carolina General Statute 153A -363 and Harnett , County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the 0 various ordinances of the County of Harnett and the North Carolina State Building Codes. For the following: Use Classification: 12-7 Permit Numbers Name: Wy 1,, s. Co t, sf ruc+ e: LA Building: in- Sno235 58 4 Electrical: 1, Address: o Insulation: i r t'7 CDZN iA Pi u� ra — Plumbing: fl 4,,, Mechanical: " MFG Home: Date: c--- g - j a Building Official:7 ?mks/ p6 4 irJoislce It„isvr