Loading...
INSPECTIONS PREPARED 6/12/06, 14:01:41 INSPECTION TICKET PAGE 60 Harnett County INSPECTOR: TVR DATE 6/13/06 ADDRESS . : 270 LENOTR DR SUBDIV: OVERHILLS CREEK CONTRACTOR PIERCE WILLIAM: KENT PHONE (910) 424-1294 OWNER NORTH SOUTH PROPERTIES #301 PHONE PARCEL : 01-0514-01- -0006- - - APPL NUMBER: 06-50015010 CP NEW RESIDENTIAL (SFC) DIRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOTR DRIVE LOT ON RIGHT. -A.DRIGGERS STRUCTURE: 000 000 52X37 3BR SFD FLOOD ZONE . . . . : FLOOD ZONE X PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 6/13/06 6 T~ R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 _ COMMENTS AND NOTES (AJ/J l PREPARED 6/20/06, 14:08:59 INSPECTION TICKET - PAGE 61 Harnett County INSPECTOR: IVR DATE 6/21/06 ADDRESS 270 LENOIR DR SUBDIV: OVERHILLS CREEK CONTRACTOR PIERCE WILLIAM KENT PHONE : (910) 424-1294 OWNER NORTH SOUTH PROPERTIES #301 PHONE : PARCEL 01-0514-01- -0006- - - APPL.NUMBER: 06-50015010 CP NEW RESIDENTIAL (BED) DIRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOIR DRIVE LOT ON RIGHT. -A.DRIGGERS STRUCTURE: 000 000 52X37 3BR SFD FLOOD ZONE . . . . : FLOOD ZONE X PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS _ B101 01 6/13/06 CE R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 6/13/06 AP T-POLE #5031. CE B103.01 6/21/ j TI R*BLDG FOUND & TEMP SVC POLE VRU 001221243 ~D 2 O V Ap (cc COMMENTS AND NOTES PREPARED 6/30/06, 13:59:09 INSPECTION TICKET PAGE 39 Harnett County INSPECTOR: IVR DATE 7/03/06 ADDRESS . : 270 LENOIR DR SUBDIV: OVERHILLS CREEK CONTRACTOR PIERCE WILLIAM KENT PHONE : (910) 424-1294 OWNER NORTH SOUTH PROPERTIES #301 PHONE : PARCEL 01-0514-01- -0006- - - APPL NUMBER: 06-50015010.CP NEW RESIDENTIAL (SFD) DIRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOIR DRIVE LOT ON RIGHT. -A.DRIGGERS STRUCTURE: 000 000 52X37 3BR SFD FLOOD ZONE . . . . : FLOOD ZONE X PERMIT: CPSF 00 CP * SFD - REQUESTED INSP DESCRIPTION TYP/,SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 6/13/06 CE R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 6/13/06 AP T-POLE #5031. CE B103 01 6/21/06 CE R*BLDG FOUND & TEMP SVC POLE VRU 001221243 6/21/06 AP A814 01 6/26/06 TI ADDRESS CONFIRMATION VRU 001221252 6/21/06 AP 270 LENOIR DR LOT 301 P309 01 7/03/06 ~I R*PLUMB UNDER SLAB VRU 001229432 - COMMENTS AND NOTES ^.REPARED 7/05/06, 14:27:04 INSPECTION TICKET PAGE 36 Harnett County INSPECTOR: IVR DATE 7/06/06 - - - - :4DDRESS 270 LENOIR DR SUBDIV: OVERHILLS CREEK .'ONTRACTOR PIERCE WILLIAM KENT PHONE (910) 424-1294 :'WNER NORTH SOUTH PROPERTIES #301 PHONE "ARCEL 01-0514-01- -0006- - - '-'.PPL NUMBER: 06-50015010 CP NEW RESIDENTIAL (SFD) ~'IRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOIR DRIVE LOT ON RIGHT. -A.DRIGGERS rRUCTURE: 000 000 52X37 3BR SFD 'FLOOD ZONE . . . . : FLOOD ZONE X BEDROOMS . . . . . . . . 3.00 PROPOSED USE . . . . . . . : SFD 'iSPTIC - EXISTING? . . . . SEWER ,lERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - ;"101'01 6/13/06 CE R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 6/13/06 AP T-POLE #5031. CE :103 01 6/21/06 CE R*BLDG FOUND & TEMP SVC POLE VRU 001221243 6/21/06 AP ^.814' 61 6/26/06 TI ADDRESS CONFIRMATION VRU 001221252 6/21/06 AP 270 LENOIR DR LOT 301 '309 01 7/03/06 CE R*PLUMB UNDER SLAB VRU 001229432 7/03/06 AP 111 01 TI R*BLDG SLAB INSP VRU 001229851 1CE 42 - - - COMMENTS AND NOTES - - PijEPFfr,.E 9/11/06, 14:22:29 INSPECTION TICKET PAGE 27 Harnett County INSPECTOR: IVR DATE 9/12/06 ADDRESS . : 270 LENOIR DR SUBDIV: OVERHILLS CREEK CONTRACTOR : PIERCE WILLIAM KENT PHONE : (910) 424-1294 OWNER : NORTH SOUTH PROPERTIES #301 PHONE : PARCEL : 01-0514-01- -0006- - - APPL NUMBER: 06-50015010 CP NEW RESIDENTIAL (SFD) DIRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOIR DRIVE LOT ON RIGHT. A.DRIGGERS STRUCTURE: 000 000 52X37 3BR SFD FLOOD ZONE . . . . : FLOOD ZONE X PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION T_YP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 6/13/06 CE R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 6/13/06 AP T-POLE #5031. CE B103 01 6/21/06 CE R*BLDG FOUND & TEMP SVC POLE VRU 001221243 6/21/06 AP A814 01 6/26/06 TI ADDRESS CONFIRMATION VRU 001221252 6/21/06 AP 270 LENOIR DR LOT 301 P309 01 7/03/06 CE R*PLUMB UNDER SLAB VRU 001229432 7/03/06 AP B111 01 7/06/06 CE R*BLDG SLAB INSP VRU 001229851 7/06/06 AP R425 01 9/12/06 TI FOUR TRADE ROUGH IN VRU 001271590 ~ J-2-(- kp- c, COMMENTS AND NOTES 'Se o. B. 2006 1:33PM No, 1623 P. 1 J POWER ro PERFORM.- MiTek Industriesr Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield, MO 63017-5746 Re: 170261 LOT 301 OVERHILLS CREEK HERNETT NC The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based tin the parameters provided by Builders PirstSourec-Fayetteville, NC. Pages or sheets covered by this seal: 110886895 thru 110886895 My license renewal date for the state of North Carolina is December 31, 2006. ~OQoF gSrQ~il SEAL 27538 TT w. Mtn A "0, 1. iATE OF a I August 31, 2006 Miller, Scott The seal on these drawings indicate acceptance ofprofessional engineering responsibility solely for the truss components shown. The suitability and use of this component for airy particular building is the responsibility of the building designer, per ANSI/TP1-2002 Chapter 2. i L { dep. 8. 2006 1;33PM No. 1623 P. 2 JT py - jtrrs ITrue* Type 'py !Ply I-Ot 3TI DVERH NM. NO D88a88$ 170201 tl02 'COMMON 15 1 1 UNIT YF _ '.bb Rererencc (optional) _ ! tlWNxe Frer800rce, FeyeaeWlb, NC - B2W s (k1182005 MiTRX k10.1s1deA 81t VV dAIg30162aA52008 Page l .1;aL- Y4a o-7:9_... 53.51-p r1." 3-o-8 50B 5-1-0 ! 4ao Suhr- 08.61 TOP CHORD HAS LONG CUT LUMBER AND CONNECTOR PLATES STARTING AT JOINT D WING TO JOINT E D TO BE CUT CLEANLY AND ACCURATELY AND THE REMAINING PLATE AT JOINT D MUST BE j _,,!.eSL FULLY EMBEDDED AND UNDISTURBED. CUT i Xll8.00 .I I/ "rY=' I IJ IJ`r I'' ! 3x8 0 Ixa = H 08 1 4>e - F Ono - 418 uia 0.da i 10.11-0 I iaa 1048 l Plate OlF.,ets lXYI: IG63A.62-,11j, _ . LOADING(pef) j SPACING 2.04 C91 j DBFL in (IOC) VgeO Lid PI-qTE$ GRIP I TCIL 200 ~ Plates Increase 1.18 TO . 0.51 Vsn(LL) -0.06 F-G 1899 24D MTZO 2441190 TCDL 10.0 Lumber Increase 1.15 I BC 0.37 Vel(TL) -0,15 F-G >999 180 BCLL 0.0 Rep Suisse lncr YES WB 0.31 HOR(TL) 0,01 F n1a Na j BCDL 10.0 Code IRC2003R1512002 (Matrix) Weight. 91 lb !LUMBER BRACING TOP CHORD 2 X4 SYP NO.2 TOP CHORD Structural WOOD sheathing directly applied or 6-60 cc pudins, except BOT CHORD 2 X 4 SYP No.2 and var6ralt. WEBS 2 X 4 SYP N0.3 'Except' BOTCHORD Rigid tailing directly applied or 10-0-0 cc bracing, E-F 2 X 4 SYP 1402 1 ATTACH 2(10 SPF N0.2 TO EACH FACE OF TRUSS WITH A CLUSTER OF (3) 1 Od (3• X 0.131NAILS IN MEMBERS C-D, D-F, E-F. REACTIONS (Ib1size) BY6U0.3-B,F=81y0-9-8 Mar HorzB=176(IOad case 5) Mar Udi8B=143(load W58 6), F=85(bad case b) FORCES (lb) - Maximum CompralmoNMindmum Teragr, i TOP CHORD A-B=R39, B-C=9321130, C43=88W224, D-E=-25&105, E•F=23a/114 . BOY CHORD &G=-I BBO17, G-H=61/321. H-1=-611321, F-1=-611321 i WEBS C-C=206/173, D-0=-1101578, D.F=•288/1D3 j NOTES 17) 1) Unbalanced roof live loads have been cmAdv0d for this design. 2) W1nd: ASCE 7-02; 100mph; h-32ft TCOL=6.0pst BCOL=S.Opsf; Category II; Exp B; endosad; MWFRS gable and zone and C-C I Ediulw(2)z"; cardil"r left and right exposed; and vertical left exposed; Lumber DOL=160 plate grip OOL=1.60. This trust is designed for CC for members arse forces, ano for MWFRS for reactions specilted. . 3) The true has born designed for a 10.0 pelf boaarn chord live load nontorlcarrent with any other live loads. 4)' This iNas has INW designed bra live bad of20.Opsf on Me bottom chord in an areas wtem a redanglc 3-6-0tall by Ifi wide WI1l fit between the bottom chore and any anermembers. A k(J~ li f - 5) PmWde mechanical connection (try others) of truss to bea(ng plate capable of withstanding 143 b uplift .1).i, t B slur ad It, upIIR m joint: F. 0 ; •'r eS51 r ~N y9 8) This tads is designed 1. In accoNance with the 20031ntemetional Resdenlitl COtle sections ft502.11.1 and RB021 D.2 and referenced ' standard AN$I/SIrTPI t g - 7) This manufactured trust is designed as an ineiadvol building component The suitability and use at this component for any parlicular - SEAT, building is the respolaibllity of the building designer Per ANSI TP110a referenced by the building code. = 27r5'ifi = LOAD CASE(S) Standard rT W. M1 rrr,i r•l" 5 cunrvv Pt,. s.acr,=c or ~ 'HC556t~G:u£[R'VG ✓]NFdhY August 31,2006 e A WAR.VNU.Vwr/y lvyn/swnM+anl RdAd AOTdB eX Salad Ml ACIlR1tDe1TaNRElrallWCx /ARF Off-7.m RRMRR IIea. say' n0.rinn,rVrYl ltn r,W rely riX, MTyY rxnrma'pn. 11111 dRVpnibarMaN/unN PRenv:Mn✓nMry!/nY'+IM14+INMdW buir/i/N)r;glQprrenl. Bale Applk.YxSty nt dcSYtn ppmanMkn nrrl(uyryn,rir.;wpauli.n of mrrpenenl nrc.perelbAlNef buNtlnp dnk/+r. nW F.n. J+:Vryr. Rryrirq rhovn RA'Tek ekrelCp Nepal Ol YaMdIIa NCC mfrlaMSM1r11/./rrkN&.Vl lyr,rgrrpy bOClnp la relR)1aGet'WV9COIRInI,:tlin Alnf: IGlrxMdlarly4I11S 'y, t4MK ttia. Addferelpempnenl bnx'i~q of MC pvcrol arucfyTeY nSp nnluAW 4,ty Vl lhr buihln•/drtipwl.fseenpmlpVrd4ntp rcpprMg InM1i.Vlpn SµdYy aybv,4 sMage. delnm.QlKlbn aM bpelnp.cduW AM51/RI10vsay CnMea. D51d90M ICtlI lWldlnp dpmp4lw'm (IFNNnrde Fp, ,Brrw 3atb - Sa1C1y1NgMpIIMWaIa➢IC11dM1nulYlnlpNP6MAP,5iDD'PrVIrpPMMas~en.WI5J11Y. tlleYerllGle,MOtlb11 I 'Sep. 8. 2006 1:33PM No. 1623 P. 3 'z$ a 9 i N ^d Y m° s~ z x Id a II ,~3: t"c Z~ m V Ins ~$s°°❑° co c`,s I o is ~.F _ 0 O ° Z N ~m~,❑I? c -ec°_~3 GT o' n y ma ❑ -aa oe m~ O 3gggm '$a°OOp~o 3oa ' a» aa• ❑ ' a ~ ~ - zA a a S $q ❑ H 'a g $a ti oya o_ Q -.-a m~'oa 1?,k6 ❑d3 oa'g6 m-'n 3° n0 0 D N A$Z ~O Q. ^'~S m-• Q Ou w~ m'$xmm V, ~p Z . LS' ~o bra ° CL CL o~ of~om y~g o_'a. `;m a Sm'Q D I o TOP CHORD _zo;^ n0 3o 22 m' cis _ Z j mb~ G AmO 2Y V _ Y O m Abp O 29 mm `)i 4 a b (i, P_ u 0 C Q n-JN i D 4i"n V O 2 Iw m p ~ Wb/ N z A Q I A .tAvp V :A O m R Z d `v' D D m = to Q n I ~ ~ Yi P b O Y ~ -1 .1 '.OO yl I m b w • ~ f) ® C ~ME T I~ ~ v 4 D~ a r p~ 'V i A 52 p¢ Ww Y N YOK Y y ,7 m r $ ~ U IN A S CL TOP Cl FORD ,r8 >m wgo m w ~ w u w u u o n c ~ a yn a W N - flw I g~c w oo n o0 ~~77o S:o ~n q° 9° mo oT n on 2 m'3f" na Off' a e~ 9 R1S £ m ° r: aP Sn m3 UN n7 9 41 9m no, s$' . 3 S"r m R$ ig- ~(p p _ m o0 g~20 ,.R S °a a c SS an oPi g3a =iS m d'nd, 595 ny qn n~ I1g,d r~ ai_ p ?-m o m n n4F n n 7y n~B AA~ RA mmR x, T hm c 3n umH cn R m gn$ $~i n4 '7 ' 33 ° Q 7W+ ~O a m a m- m o m gg ~d ~ n n gg 5 O 4 C o r, vi mS. nm o'~ nn e5n ctm r$« 80'"$. 8.$ Si iy '~rS moa on n o'_- B H on m1 - L ~~n •r n2~ 3 u "3 n g. m3o3~ a s =ff On ^00 -a SL g~ j~ 06g p~o a° 00. Q R n p".9 ss' 4 R °m ?.a ire p 'u0 as og ma's L c; -4 W gu~`m n m b' 40• $ ti 3`;'~' g,'-, a.~ ?9~ E sR n oA o~ ~N m 'R, 11, N i n£ nn T m Q w n'•: ern 7 ar m 5 m ']ye °W z t £ Ao n mn T a~ 4~o H~ O m O ~ I ~D I N I PREPARED 9/13/06, 14:02:22 INSPECTION TICKET PAGE 18 Harnett County INSPECTOR: IVR DATE 9/14/06 ADDRESS . : 270 LENOIR DR SUBDIV: OVERHILLS CREEK CONTRACTOR : PIERCE WILLIAM KENT PHONE : (910) 424-1294 OWNER : NORTH SOUTH PROPERTIES #301 PHONE : PARCEL : 01-0514-01- -0006- - - APPL NUMBER: 06-50015010 CP NEW RESIDENTIAL (SFD) DIRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOIR DRIVE LOT ON RIGHT. -A.DRIGGERS STRUCTURE: 000 000 52X37 3BR SFD FLOOD ZONE . . . . : FLOOD ZONE X PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 6/13/06 CE R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 6/13/06 AP T-POLE #5031. CE B103 01 6/21/06 CE R*BLDG FOUND & TEMP SVC POLE VRU 001221243 6/21/06 AP A814 01 6/26/06 TI ADDRESS CONFIRMATION VRU 001221252 6/21/06 AP 270 LENOIR DR LOT 301 P309;01 7/03/06 CE R*PLUMB UNDER SLAB VRU 001229432 7/03/06 AP B111, 01 7/06/06 CE R*BLDG SLAB INSP VRU 001229851 7/06/06 AP R425 01 9/12/06 CE FOUR TRADE ROUGH IN VRU 001271590 9/12/06 AP I129 01 9/14/06 TI R*INSULATION INSPECTION VRU 001272544 9 ~ ~Y~G . cE COMMENTS AND NOTES FRETXA ED 10/23/06, 14:12:33 INSPECTION TICKET PAGE 22 Harnett County INSPECTOR: IVR DATE 10/24/06 ADDRESS . : 270 LENOIR DR SUBDIV: OVERHILLS CREEK CONTRACTOR PIERCE WILLIAM KENT PHONE (910) 424-1294 OWNER NORTH SOUTH PROPERTIES #301 PHONE PARCEL 01-0514-01- -0006- - - APPL.NUMBER: 06-50015010 CP NEW RESIDENTIAL (SFD) DIRECTIONS : OVERHILLS CREEK LOT 301. OVERHILLS RD TO LENOIR DRIVE LOT ON RIGHT. -A.DRIGGERS STRUCTURE: 000 000 52X37 3BR SFD FLOOD ZONE . . . . : FLOOD ZONE X PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 6/13/06 CE R*BLDG FOOTING / TEMP SVC POLE VRU 001216589 6/13/06 AP T-POLE #5031. CE B103 01 6/21/06 CE R*BLDG FOUND & TEMP SVC POLE VRU 001221243 6/21/06 AP A814 01 6/26/06 TI ADDRESS CONFIRMATION VRU 001221252 6/21/06 AP 70 LENOIR DR LOT 301 P309 01 7/03/06 CE R*PLUMB UNDER SLAB VRU 001229432 7/03/06 AP B111 01 7/06/06 CE R*BLDG SLAB INSP VRU 001229851 7/06/06 AP R425 01 9/12/06 CE FOUR TRADE ROUGH IN VRU 001271590 9/12/06 AP 1129 01 9/14/06 CE R*TNSULATION INSPECTION VRU 001272544 9/14/06 AP R429 01 N10/24/06 ~T II- FOUR TRADE FINAL VRU 001296788 1~/" I COMMENTS AND NOTES ~1-r r..-t' v* . .;i.•.:. ° , .4w- „.,.,T x: .:y , r z=s _~3 . 4 ::r°' n .~tlr^;w-~ r. : 7~ ~a ; +n0•~ y't t) + ~ ( [''f ~ COUNTY OF HARNETT DEPARTMENT OF BUILDING INSPECTION AND PLANNING/DEVELOPMENT This certificate issued pursuant to the requirements of Section 105 of 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 County of Harnett regulating development and building construction or unse.~ For the following: Use Classification: ! S S Conditional Use Permit No.:' Type of Construction: Building Permit No.: S() U ~ ci U f 0 Owner of Building: t,}ci~ /SOui FI P2dp Electrical Permit No.: Building Address: 2.70 (Q. .a V- (-)A. Insulation Permit No.: ;t Zoning District: Plumbing Permit No.: ';•Js' Zoning Permit No.: Mech. Permit No.: I D- 2y - y6 Envic C.O. No.. ,Date: Buil ' g Official ~ Zoning Official ~1 ~N~j u hP i b f;i, 00 1 a;3 ) a ) ll~ lN~ 's' n~.••~F ..,td 4. S ~H ! . •s