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INSPECTIONS PREPARED 11/16/10, 14:00:27 INSPECTION TICKET PAGE 31 Harnett County INSPECTOR: IVR DATE 11/17/10 \ ADDRESS . : 104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 2105, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50X50 SLAB 3BD /2BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING? • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11/15/10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel A814 01 11/17/10 TI ADDRESS CONFIRMATION VRU #: 002007623 B103 01 11/17/10 nTI �/ R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 /i -/ 7 -1 0 4OVij FOUNDATION & T -POLE RE NSPECTION VV I PD Y MMEN S OTES PREPARED 11/19/10, 13:59:39 INSPECTION TICKET PAGE 40 Harnett County INSPECTOR: IVR DATE 11/22/10 ADDRESS . : 104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 210S, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50X50 SLAB 3BD /2BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING • SEWER WATER SUPPLY COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11/15/10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel A814 01 11/17/10 TI ADDRESS CONFIRMATION VRU #: 002007623 B103 01 11/17/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 11/17/10 AP FOUNDATION & T -POLE REINSPECTION T -pole passed P309 01 1111 / 22/10 TI R *PLUMB UNDER SLAB VRU #: 002009785 �� 'p �� '(" � ,.J`• COMMENTS AND NOTES PREPARED 11/23/10, 14:02:33 INSPECTION TICKET PAGE 43 Harnett County INSPECTOR: IVR DATE 11/24/10 ADDRESS . : 104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 2105, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50E50 SLAB 3BD /2BA W /GAR FLOOD ZONE FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11/15/10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel A814 01 11/17/10 TI ADDRESS CONFIRMATION VRU #: 002007623 B103 01 11/17/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 11/17/10 AP FOUNDATION & T -POLE REINSPECTION T -pole passed P309 01 11/22/10 JH R *PLUMB UNDER SLAB VRU #: 002009785 11/22/10 AP 8111 01 11/24/10 TI R *BLDG SLAB INSP TIME: 17:00 VRU #: 002011476 1/-,211.40 A / T /S: 11/23/2010 01:33 PM VBROWN COMMENTS AND NOTES • PREPARED 12/10/10, 13:57:12 INSPECTION TICKET PAGE 29 Harnett County INSPECTOR: IVR DATE 12/13/10 ADDRESS . : 104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 2105, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50X50 SLAB 3BD /2BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11/15/10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel B103 01 11/17/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 11/17/10 AP FOUNDATION & T -POLE REINSPECTION T -pole passed A814 01 11/17/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 002007623 11/23/10 AP 104 old english In lot 30 spring lake 28390 T /S: 11/23/2010 02:17 PM TWARD P309 01 11/22/10 JH R *PLUMB UNDER SLAB VRU #: 002009785 11/22/10 AP B111 01 11/24/10 JH R *BLDG SLAB INSP TIME: 17:00 VRU #: 002011476 11/24/10 AP T /S: 11/23/2010 01:33 PM VBROWN R425 01 12/10/10 VC FOUR TRADE ROUGH IN VRU #: 002017580 12/10/10 CA T /S: 12/10/2010 08:03 AM VBROWN ROMAN CALLED AND CA INSP ROLL OVER FOR MONDAY. R425 02 12/13/10 TI FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002017739 42_i17-160 T /S: 12/10/2010 08:04 AM VBROWN COMMENTS AND NOTES 42/09/2010 14:45 FAX 9528988606 - -- --W-- gio01 /001 O usp FOUNDATION ANCHORS — ST SERIES ST1 -TZ — For installation into concrete slab or poured stemwalls. The ST1 -TZ features a prebent base flange to assure proper '' anchoring into concrete. For cancretehnasonry Installations, refer to the J' ► FA & ST Foundation Anchors Technical Bulletin. ST2 -TZ — For installation into concrete slab, poured atemwalis or '% 1. concrete/masonry. The ST2-TZ features a prebent base flange to assure proper anchoring into concrete. Do not use In red clay brick. Materials: 18 gauge 0 Finish: 0.90 galvanizing Codes: NER 530 Typical O S77-7Z y installation: installation I • Uae all specified fasteners. See Product Notes, page 15. ,, • Use a minimum of two anchors per mudsill. An anchor should always be in concrete within 12 - o1 the end of each mudsill section. Follow spacing guidelines in chart s ti le • ' • • DD not rely on these anchors to secure concrete sections together between Uplift �_ .• Spread sill flanges to murlsill width prior to insertion into wet concrete S • F d 8 (minimum strength of 2,000 psi). Alternate Installation Is ,/ possible by inserting unbent flanges through 3 /4" center hole preddlled In mudsill. Foundation anchors may also be attached to mudsill and then ^• r r, 1 i inserted Into wet concrete. When installing ST2 -TZ into concrete block, fill cells rfl�•� e � � ° with grout with a minimum strength of 2,000 psi. Concrete block edges may " �;" i im • 9 ' need to be beveled to fadlitate installation. y F��� ; y "rt 4� r • f — • For additional installation details and information on mudsill anchors refer to it G ST Foundation Anchors Technical Bulletin. V • ST2 -TZ in masonry construction shall be installed in the core of the block and 4,.t; 1 . grouted with concrete grout designed for that purpose. in no case, shall they be Alternate x installed in a mortar joint. _ mortar Installation with � C 3 /4 center hole l 6 „ • Spread e01 flanges t sill l/0 f . , y into wet concrete width prior to insertion Q I. d +� 6` ' 'r I ` � 1•• f " ,e �� • DO NOT Install o r Alternate • Sly -77and 57x77 Il s72-7z without pre- bending inetallaUon with sill flanges In "Y" S77•77 S72 TZ 3 /4 "center hole configuration in mudelll F.anereaaaml - MTh Lab (MO • Medal Meal aF11SF ' Pleb IlSP SOS Tap Sib . , f1 r2 n , Upat Ca 51s Mnckrb. Seas. wage 0.b Type W _ TM (E) (RV 15* tros teals, xotc nano. :a4•e 571 -72 MA315Z 15 4 ad a1.1/2 4 5dat -1/2 617 stn 565 145 7 525 ST2 -R MASZiZ 1 4 ed. t -tn 4 tea 1 -1/2 161/2' 1 51/2 565 745 _ 745 525 1) Seeable loads hoar been Weasel WA lwind er sSwk beds: no Wier Warne Yea be penned. C ■ ll 2)1d x 1 -1/2 ale me 11 page (0.131' dander) by 1-17 lane. . 1) Anchor*dna rd dssgtSeda mums buts Cowes FNwdr FepMPeedlwlre 52S pet mica cab Pmcrlbed 17nder boil S bstendad unbar, wad •It it eenM. 11 II NeteYOd in de elm* confesellon, tiro Srt -TZ WY be embedded 11" end ST2 -72 19 Wen a 2 x 5 raided Is used for ST1 -7Z aST&R. matinom swine is 3 lest unless a5rrsle balap.5on is used IIIII 1 - 800'328 -5934 • www.USPconnectors.com a .PREPA&ED 12/14/10, 14:13:46 INSPECTION TICKET PAGE 21 Harnett County INSPECTOR: IVR DATE 12/15/10 ADDRESS . : 104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 2105, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50X50 SLAB 3BD /2BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11/15/10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel B103 01 11/17/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 11/17/10 AP FOUNDATION & T -POLE REINSPECTION T -pole passed A814 01 11/17/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 002007623 11/23/10 AP 104 old english In lot 30 spring lake 28390 T /S: 11/23/2010 02:17 PM TWARD P309 01 11/22/10 JH R *PLUMB UNDER SLAB VRU #: 002009785 11/22/10 AP B111 01 11/24/10 JH R *BLDG SLAB INSP TIME: 17:00 VRU #: 002011476 11/24/10 AP T /S: 11/23/2010 01:33 PM VBROWN R425 01 12/10/10 VC FOUR TRADE ROUGH IN VRU #: 002017580 12/10/10 CA T /S: 12/10/2010 08:03 AM VBROWN ROMAN CALLED AND CA INSP ROLL OVER FOR MONDAY. R425 02 12/13/10 H FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002017739 12/13/10 / DA�) T /S: 12/10/2010 08:04 AM VBROWN 1)Missing anchor bolts on back wall @ porch & front wall @ porch. 2)Lvl 2ply on back porch needs to bear 3 1/2" & be nailed per drawings I129 01 12/1 /10 TI R *INSULATION INSPECTION TIME: 17:00 VRU #: 002018968 /1 r yn 4 / b T /S: 12/14/2010 11:11 AM VBROWN R425 03 12/15/10 FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002018950 J) -f( /9 A T /S: 12/14/2010 11:11 AM VBROWN VVV COMMENTS AND NOTES BUILDERS FIRSTSOURCE Marcie Guay 14 Dec 2010 7:44 am 1135 Robeson St , Fayetteville, NC. 28305- (910)485 -1111 FASTBeam® Engineering Analysis ©1996 -2010 GP Wood Products LLC and BlueLinx Corp Version: 11.0 Project : TOM CHERNETSKY- COUNTRY SQUIRE.FBD 30 & 34 Country Squire Mark # : Beam - Roof Usage : Beam (Roof) Spacing (in.) : 0.0 Max Defl : LL = L/240 TL = L/180 Slope : 0/12 L J 3 0 565 psi 3.0 ". 555 psi 17 3" LOADS Project Design Loads : Roof: Live =30 psf, Dead =15 psf Live +Dead Ld(T) Live Ld(L) LDF Location` # Shape @Start @End @Start @End Span# Starts Ends Additional info 1 Span Carried(psf) 45 30 115% 0 0' 0" 12' 3" 24' 0" s.c. - roof truss Uniform(p11) 13 0 0 0 12' 3" Self Weight 'Dimensions measured from left end when span# is 0, otherwise, from left end of the specified span. SUPPORTS(lbs) 1 2 Max R'n 3389 3389 Max 115% 2205 2205 Min R'n 1184 1184 Min 115% 2205 2205 DL R'n 1184 1184 Min Brg(In.) 1.71 1.71 [Based on bearing stress below] Brq Str(psi) 565 565 DESIGN Value Span X Group Allow LDF Ratio V(Ibs) 2674 1 0' 2" 31 10706 115% 0.25 M(ft -Ibs) 10378 1 6'2" 31 31236 115% 0.33 LtRn(Ibs) 3389 0 0' 0" 31 5932 0.57 See Note #4 RtRn(Ibs) 3389 0 12' 3" 31 5932 0.57 See Note #4 LLDeII(in.) 0.13 1 6' 2" 31 0.61 01132 TLDefI(In.) 0.20 1 6' 2" 31 0.82 L/737 USE: GPLAM 2.0E 1.75x14.00" 2 Plies Grade, Depth, Plies selected by user GP LAM tm Georgia- Pacific Wood Products, LLC NOTES: 1. Designed in accordance with National Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide full depth lateral support at all bearing locations. Allowable positive moment is calculated based on top edge with continuous lateral support. 3. Loads have been Input by the user and have not been verified by BlueLinx Engineered Lumber Technical Services. 4. This reaction is based on the combination of loads & duration factors that produces the highest stress ratio and may be less than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 5. Bearing length (Min Brg(in.)) based on allowable stress of support material (Brg Str(psi)); support material capacity shall be verified (by others). 6. Roof Usage: Install with minimum 1/4:12 slope for adequate drainage. 7. When required by the building code, a registered design professional or building official should verify the input loads and product application. 8. For beams with loads applied equally to both plies, either top or side loaded, nail plies together with 3 rows of 16d nails 0 12" o/c (one row 2" from top, one row at mid - depth, one row 2" from bottom). 9. For beams with loads not applied equally to all plies, refer to Fastening Recommendations for Side- Loaded, Multiple -Piece Members in the GP Engineered Lumber Residential Floor & Roof Systems Product Guide. 10. Max/Min reactions are based on the applicable load combinations outlined in the notes. Summation of max/min reactions for various DOL may not match total max/min reaction. 11. Analysis valid for dry -use only (less than 16% moisture content). 12. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 13. Load Combinations: 10= D, 20= 0 + 100%, 30= D + 115 %. 40= D + 125 %, 50= D + 133 %, 60= D + 0.75(100% +115 %), 70= D + 0.75(100% +125 %), 80 = 0 + 0.75(100% +115% +133 %), 90= D + 0.75(100% +125% +133 %), 100 = 0.60 + 133 %, 110 = D + Commercial (100 %), 120 = D + 0.75(100% +133 %) 14. Group = Load Combination Number + Load Pattern number. (For simple span, Load pattern = 1 for LL, 0 for DL). PREPARED 1/07/11, 14:03:36 INSPECTION TICKET PAGE 20 Harnett County INSPECTOR: IVR DATE 1 /10 /11 ADDRESS . : 104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 2105, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50X50 SLAB 3BD /2BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • SEWER WATER SUPPLY COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11/15/10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel B103 01 11/17/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 11/17/10 AP FOUNDATION & T -POLE REINSPECTION T -pole passed A814 01 11/17/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 002007623 11/23/10 AP 104 old english In lot 30 spring lake 28390 T /S: 11/23/2010 02:17 PM TWARD P309 01 11/22/10 JH R *PLUMB UNDER SLAB VRU #: 002009785 11/22/10 AP 8111 01 11/24/10 JH R *BLDG SLAB INSP TIME: 17:00 VRU #: 002011476 11/24/10 AP T /S: 11/23/2010 01:33 PM VBROWN R425 01 12/10/10 VC FOUR TRADE ROUGH IN VRU #: 002017580 12/10/10 CA T /S: 12/10/2010 08:03 AM VBROWN ROMAN CALLED AND CA INSP ROLL OVER FOR MONDAY. R425 02 12/13/10 JH FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002017739 12/13/10 DA T /S: 12/10/2010 08:04 AM VBROWN 1)Missing anchor bolts on back wall @ porch & front wall @ porch. 2)Lvl 2ply on back porch needs to bear 3 1/2" & be nailed per drawings I129 01 12/15/10 JH R *INSULATION INSPECTION TIME: 17:00 VRU #: 002018968 12/15/10 AP T /S: 12/14/2010 11:11 AM VBROWN R425 03 12/15/10 JH FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002018950 12/15/10 AP T /S: 12/14/2010 11:11 AM VBROWN M305 01 1 /10 /11 TI R*PLUMB SEWER CONNECTION TIME: 17:00 VRU #: 002027589 L-10--/f ) T /S: 01/07/2011 09:55 AM RDCONTE ** *WATER & SEWER CONNECTION INSPECTIONS * ** P307 01 1 /10 /11 g TII R *PLUMB WATER CONNECTION TIME: 17:00 VRU #: 002027597 /D p� /yr �� T /S: 01/07/2011 09:55 AM RDCONTE t � ** *WATER & SEWER CONNECTION INSPECTIONS * ** COMMENTS AND NOTES ,PREPARED 1/31/11, 13:58:24 INSPECTION TICKET PAGE 18 Harnett County INSPECTOR: IVR DATE 2/01/11 ADDRESS . :104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 11/03/2010 11:08 AM RDCONTE - -- OLD ENGLISH / COUNTRY SQUIRE EST #30 TAKE 2105, T/R ON OVERHILLS RD. T/L ON JAMESTOWN. TURN ON OLD ENGLISH. ** *SOUTH RIVER * ** STRUCTURE: 000 000 50X50 SLAB 3BD /2BA W /GAR FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING? • SEWER WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS 8101 01 11/15/10 JH R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU #: 002006088 11 /15 /10 AP T /S: 11/12/2010 08:01 AM JBROCK T -pole did not pass need to cover holes in panel B103 01 11/17/10 JH R *BLDG FOUND & TEMP SVC POLE VRU #: 002007631 11/17/10 AP FOUNDATION & T -POLE REINSPECTION T -pole passed A814 01 11/17/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 002007623 11/23/10 AP 104 old english In lot 30 spring lake 28390 T /S: 11/23/2010 02:17 PM TWARD P309 01 11/22/10 JH R *PLUMB UNDER SLAB VRU #: 002009785 11/22/10 AP B111 01 11/24/10 JH R *BLDG SLAB INSP TIME: 17:00 VRU #: 002011476 11/24/10 AP T /S: 11/23/2010 01:33 PM VBROWN R425 01 12/10/10 VC FOUR TRADE ROUGH IN VRU #: 002017580 12/10/10 CA T /S: 12/10/2010 08:03 AM VBROWN ROMAN CALLED AND CA INSP ROLL OVER FOR MONDAY. R425 02 12/13/10 JH FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002017739 12/13/10 DA T /S: 12/10/2010 08:04 AM VBROWN 1)Missing anchor bolts on back wall @ porch & front wall @ porch. 2)Lvl 2ply on back porch needs to bear 3 1/2" & be nailed per drawings I129 01 12/15/10 JH R *INSULATION INSPECTION TIME: 17:00 VRU #: 002018968 12/15/10 AP T /S: 12/14/2010 11:11 AM VBROWN R425 03 12/15/10 JH FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 002018950 12/15/10 AP T /S: 12/14/2010 11:11 AM VBROWN M305 01 1 /10 /11 JH R *PLUMB SEWER CONNECTION TIME: 17:00 VRU #: 002027589 1 /10 /11 AP T /S: 01/07/2011 09:55 AM RDCONTE ** *WATER & SEWER CONNECTION INSPECTIONS * ** P307 01 1 /10 /i1 JH R *PLUMS WATER CONNECTION TIME: 17:00 VRU #: 002027597 1 /10 /11 AP T /S: 01/07/2011 09:55 AM RDCONTE ** *WATER & SEWER CONNECTION INSPECTIONS * ** CONTINUED ONTO NEXT PAGE ,PREPARED 1/31/11, 13:58:24 INSPECTION TICKET PAGE 19 Harnett County INSPECTOR: IVR DATE 2/01/11 ADDRESS . :'104 OLD ENGLISH LN SUBDIV: CONTRACTOR : CHARNETZKY CUSTOM HOMES LLC PHONE : (252) 478 -4045 OWNER . . : CHARNETZKY CUSTOM HOMES PHONE : (252) 883 -7540 PARCEL . . : 01 -0514- - -0728- - - APPL NUMBER: 10- 50025534 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS R429 01 2/01/11 T �I FOUR TRADE FINAL TIME: 17:00 VRU #: 002036184 0 2.-/•"4/ A ... 131 T /S: 01/31/2011 01:09 PM RDCONTE COMMENTS AND NOTES +ff,,,,,A its • • • i. i County of Harnett Building Inspections Department Planning Services p Certificate of Compliance: Occupancy: 7 , 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 various ordinances of the Copt of Harnett and the North Carolina State Building Codes. For the following: Use Classification: J Permit Numbers Name: CAnr�n cJ9 /r y �.� f Wn .r, rs LLC Building: • •.4 T Electrical: L' �i Address: / 00 /9/}1452 ` Insulation: ,— Plumbing: Q "c` Mechanical: FG Home: 6 , ! Date: d _ - Building Official: /4✓ fr y�JP J��I� 6 ,74