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INSPECTIONS PREPARED 2/24/09, 14:17:07 INSPECTION TICKET PAGE 1 Harnett` County INSPECTOR: IVR DATE 2/25/09 tc ADDRESS 15 EASTWOOD CT - SUBDIV: WOODSHIRE PH 5 CONTRACTOR.:-CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC - PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD). DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 193 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . 4.00 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 2/25/09 TI R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 COMMENTS AND NOTES ❑ -x i( Functions Rdp' r~ ~I !1J ~j HTE i 2725l2009i 1047.16 Md 1 Applidatlon number, type "P0950021513CP NEW RESIDENTIAL (5FD], ,I Property address - .115EA5TWO06CT 1. Bottom of trenches -must be 12 inches below grade -(undisturbed soil) Trenches too shallow at areas { marked on plans. 1 t -.i ,sF4' Pi .j t .,i E7(it° r Cancel Sppy J.nsert Qelate 'Iimastam l,~am defaults I pI r I` PREPARED 2/26/09, 14:00:26 INSPECTION TICKET PAGE 23 Harnett County INSPECTOR: IVR DATE 2/27/09 - - - - ADDRESS . : 15 EASTWOOD CT SUBDIV: WOODSHIRE PH 5 CONTRACTOR : CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER : WOODSHIRE PARTNERS LLC PHONE PARCEL : 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD SID 2ND LEFT LOT 193 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 R*BLDG FOOTING J TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 - - - COMMENTS AND NOTES PREPARED 3/19/09, 14:06:25 INSPECTION TICKET PAGE 23 Harnett County INSPECTOR: IVR DATE 3/20/09 ADDRESS . : 15 EASTWOOD CT SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 193 SB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT R *BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed Soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP A814 01 3/20/09 TI ADDRESS CONFIRMATION VRU 001745553 B103 01 3/20/l099 . R*BLDG FOUND & TEMP SVC POLE VRU 001745546 ' ~ COMMENTS AND NOTES PREPARED 3/23/09, 13:59:18 INSPECTION TICKET PAGE 24 Harnett County INSPECTOR:, IVR. DATE 3/24/09 ADDRESS 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT 'PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC - PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD),:. DIRECTIONS : 27 W TO NURSERY.RD.TO LEMULE BLACK RD S/D 2ND LEFT LOT 196 JB ' STRUCTURE: 000 000 49.2X58.5 4BDRSLAB W/ GARAGE, FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT 'R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP B103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3/20/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 T R*PLUMB.UNDER SLAB VRU 001746395 - - - COMMENTS AND NOTES - PREPARED 3/25/09, 13:59:37 INSPECTION TICKET PAGE 24 Harnett County INSPECTOR: IVR DATE 3126109 - - - - ADDRESS . : 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR : CAVINESS LAND DEVELOPMENT PHONE : (919) 481-0503 OWNER : WOODSHIRE PARTNERS LLC PHONE : PARCEL : 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD SID 2ND LEFT LOT 196 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP 8103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3120109 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP Bill 01 3/24./(}9 R*BLDG SLAB INSP VRU 001747930 - - COMMENTS AND NOTES P#VAPJD 4/15/09, 14:00:57 INSPECTION TICKET PAGE 18 Harnett County INSPECTOR: IVR DATE 4/16/09 - - ADDRESS . : 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE : (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE : PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 196 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP B103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3/20/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP Bill 01 3/26/09 KS R*BLDG SLAB INSP VRU 001747930 3/26/09 AP R427 01 4/16/09 TT L FOUR TRADE ROUGH IN >2500 VRU 001755834 - COMMENTS AND NOTES I D• • REMOVE! Harnett County Inspection Department 102 East Front Street • P.O. Box 65 Lillington, NC 27546 Phone: (910) 893-7527 • Fax: (910) 893-2793 Job Name: Crw I t\~ SS t GW\A `S of • Date: Address: I U q 1J 1 v~ 001"- Lot No.: o Permit No.: (Check Box for Violation) Q Footing Foundation Bldg. Elec. Plumb. Mech. Insul. Floor Fram. 0 ❑ ❑ 171 Floor MFG. Modular Damp/Water Structural Wall Other Slab Home Proof. /Sheath. Violations Found:` 1 l n t r~ J t, f rv s SC lh I- CC I- it c Lie !7r' 0'e , 1 e Z f uss ni, 0 e tej/ , 3 / --'sS n ~ ~ d i " 6d f i e Ir e c. it 0/1 a 5') t v\ wrvp mvs4 over, c p f-tyn. D .;.n 66-/ c L, r~ v Fir e +ru ss ~ ac e 01's moms-}- ( e toms C-G. .1 0,-dr- II G nA n-sN L,vv~o r,o4 Ins pc(Aiza wr rto ~e u Awle - ~)o v\G S'IctC or- I el St, r- . Code Enforcement Official Date: 4j// s Signature It is un awful far any sub contractor, eneral contractor, or owner to cover or cause to be covered any part of the work with flooring, sheetrock, earth or other material until the proper inspector had ample time to approve the installation. WHITE COPY - CONTRACTOR/OWNER • YELLOW COPY - INSPECTORS PREPARED 4/22/09, 14:00:13 INSPECTION TICKET PAGE 22 Harnett County INSPECTOR: IVR DATE 4/23/09 - - - - - - - - - - ADDR2SS 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 196 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP B103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3/20/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP Bill 01 3/26/09 KS R*BLDG SLAB INSP VRU 001747930 3/26/09 AP R427 01 4/16/09 FOUR TRADE ROUGH IN >2500 VRU 001755834 4/16/09 DA 1. Al and A4 trusses missing web bracing. 2. D 2ply truss not strapped for proper uplift. 3. B 3 ply truss not strapped for proper uplift. 4. Need engineered repair letter for broken B 3 ply truss at garage wall. 5. House wrap must overlap top to bottom. Do not side or insulate. R427 02 1/23/09 T FOUR TRADE ROUGH IN >2500 VRU 001758978 Taffi - - - COMMENTS AND NOTES - 04/22/2009 WED 11:28 FAX 9108844444 COMCH INC 0002/004 Eas TRUSS 3 C9m1afA IR.f alaBaNRs.NC r,09paJn9220oD Mmax ntlanner.nc waaw z2mona 0000 r4p.1 6,411 - I il•0A . •__I 1464 9240 }411 5d--5 5¢5 6 511 14 e S4Ja - i.M 1 1C' LONG %1•TALL TRIANGULAR BECTON REMOVED. ONE LY ONLY, EXTERIOR LOADED PLY. 3 ALL JOINTS SHALL MEET ANS117PI-1 QUALITY CRITERIA, CUT AND REMOVE SECTION INDICATED B` DARKENED REGION. LUMBER TO BE CUT CLEANLY AND ACCUR 4TELY, am 12 11 tz NO PLATES ARE TO BE DISTURBED, °fA °xa " NO REPAIR NEEDED 2 4 1310 is 10 1e 17 10 9 1s 20 e S 91 22 cgs - TRUSS STILL BEARS 5.e T we U Imia = 5`4 - ON ALL THREE PLYS log II l 8811 1140 I 1655 f--2L.04 54.11 6.63 64D 6811 ~J~OtlBeLBIY..Y);._{L'O:.bZ.40yi.[B:fk&2,G0.47 LOADING (peq SPACING 2.0-0 CSI DBFL Cl (lot) 11Qell Ltd PLATES GRIP TOLL 20.0 Plates Increase 1,00 TC 0.25 Ven(LL) 406 7.9 0989 360 MT20 244MOO TCOL 10.0 Lunlberlnmase 1.15 BC Gm Ven(TL) -0.15 7.9 7.999 240 BCLL 0.0 Rep WeaB Ina NO WE 054 mom(IL) 0.05 5 We n/a SCDL 10.0 Code IRC2m3f iP12062 jMavaq lveighr Sac Ib LUMBER BRACING _ TOP CHORD 2 X 6 SYP No 1 TOP CHOW) mfuCafal wood 11eelhin0 lTaeolly aPVfied or ( •0.0 et pw ins. BOT CHORD 2 X B SYP No,1 BOT CHORD Rigid wiling dlreetly applied or 10-0-0 oc brae.lg. V&B5 2 X 4 SYP No.3•ENMW 3.9:ZXB3YPNo.1 REACTIONS (Wstze) 1= MM-3.11 (input. 0-3-8). $--9339A-3-11 @ryuL 434) Mex Hom 1-311(LC 2) Mate Uplal1-465(LC 4), 5.41 SILO 5) PORCEB (Ib)-Mexanum GampreaalordManmum Taneion TOP CHORD 1.2=11189!687, 2-11=7033!841, 3117775&677, 31267740!870, 412=7008858,4.5=11724/787.58=0133 BOT CHORD 1-13-7331a630,13-14-73318630, 14-15=73318630, 10.16«73316630, 1415-733Ja530, 1&W -733/8830, 17-16=-7338830, 6.18=7338690, 6-19=49606(121, 19,20~f95/9021, 8-20=-495N021, 7-8-4M021, 7-211958021, 21-22-•4968021.5.22--49619021 WEN Z•10-37819808, 24WtIWM. }9•-86818012, 46~355T1947, 47~1331481Z NOTES (10) 1) 3-ply Nato In: wnncclad togathor with 10d (0.14V521 nails so folams: Top Words WmerAod ae follows: 2 X 5.2 rows al D•9-0 oc. Batton chards 00rmetted as follows: 2 X 8 - 2 rmrs al 040 oc. Weba connected ea fIllim: 2 X 4 -1 row at 0.9-0 oo. 2 X 6 -2 rows el 0.94) all, 2) All Mate are mnNderad OQUelly appliod to all plfes, Moot It noted as frofll (F) or ball (5) foes in the LOAD CASE(S) Illegal. Ply to pry oonnedans hove been provides to distribute only wade noted as (P) or (0), unless olhorwtea Indicated. 3) Un"nom Im Rye Made Mare been onsldered for this design, 11 t 1 ~ l 1~ A r / 1 Y r''`' 4) Hind: ASCE 7-02; 100mph; TCDL=t.OpaC BCDL=5.0pef; h•1 5R; Cat. 11; Eap C; cnoloacd; MWFRS (law-rise) gable and zone; L.umbw A '<I DOL•1.60 Plate grip DOLa1.50 Tt~~~'~ 8) • This buss has been designed for a Iles load of 20.0psf m the bottom chard in all areas with a clearance greater than &0-0 wlween -0'~yir-s7t5 Not bottom chord and any other members. - ~+l 8) WARNING: Requirotl bearing else at joint(s) 1, 6 greeter than Input bearing stie. ; Q 7) Pr*We macnaMcalcanneallun (by others) of trues m bearing prase capable orwahelenaing 89510 vpah atjobd 1 and 716 Ill Umin at SEAL omt 5. 9) Tills was Is designed In accordance will the zoo International Residential Cate sommna R5021.1 and R602.102 end leforencad L6673 slandaM ANSI?PI 1, C6 r1% canttmaa an page 2 r1rI11, 1i 11x` April 22,2009 pw4awnro..ylrr~r a aarlawo6T4voa oniv man vcvmeIm hAm. and 417 l.9 a an car Fmebvi ,...toaeaaroasvas n.r AvPc-- far vlevnlYMan, )m m eabn h bo ill lt relwgm ly or bJldn epflcab3(VlY 91 d"10 paanenl m d pmvv paper Imm Hcapagl'ia, of nh l eompareMrona2aN of p tlaRprk, - w wI W9drq aa nponenl. mJn mvffAp"e.b Wore* sectorera„rPpmrotiroTk'eot»nbnwn4serlanln Audololdl.mPawYbroenoie.a+suaemndumpaonrrveswu,e,»Pocie ,ne axxw. ,ua,ia ennp. AtlWdRq nrvdan iaepranL aeag. COM11 AMIj1P11 r P11 Ova 1YppMplaa~p l gtralry epnmt lM%MC. IOMCaihn.slaepe. aewerY, enCidl and brgerinhp. earculi Ar1ab Gkda,051 aSB,11 •AY and and Pell B lowdlop LamCmag Va4wpo,rcnl etas. n.wn.ern 04/22/20 VWED 11:28 FA%,9108644444 COMIECH INC 4004/004 E. fj 01.r i2~ s (i -J 't 3 CL '09nB Z SL H8 ~Is m~s `az; c- x o m s v Ems' yy.; sm a CL i!^o8 Rao C9'-moil... ,.LEA SL 9' ~ a Bs~ aoaq~§8. oa•g9o~. B~~gQ 06 133 ama~ om Qg ? PO Q-o'a ~~r'a o 3, Ao o~ nZ,°T'':. ~e~ TOP CHORD a o&~~ ~z A ~p Crl1. n C'A 19 CJ (1~~ s N Z= Z. zg z O sn Sg N ~tJi iiarf'~, 1 m ~ In , S a OF CHORD g~g < .m,..v P cN7 ~~A .y W'~"N ~ o •c m ~,•v w •w gs m v~ _ ~T,.. 3L o a~Q. ~ ~ ~y' $ o° R c d.$ ~ 'b_`'3 9°n m' § m.n g~ 5 0$ R ~ Hg aka - CD 0 Q0 R•-mg e>=~ Seo g- y~y ~m~. `3`~m$m~bT 9„e p•n~I _ m R ggR ~,.gg na 12 c. 92. Sz, z O; g a' td .g4g.:.''L•' 9.ff $w2 _zc s9 r t~ n+ m aB. ~o~iy m~OtT R a a '3,fig as .aO. nA'R' $ ~A o IN 9 4a r m F a ~.-.i m d °ma $6 c"$ 'R :..,55~... Q 'Si $ A iI ~s ? 8R a 2 0] H 0 a v ~R 9 .R _ Z - _ H 11FLL VA 9YPu0~Mr•6lfrINS•NWSM'N IBd'iun4M4 •bWWO W0Y eICOWO AWOL 04/22/2009 WED 11:28 FA% 9108644444 COMTECH INC [a 001/004 ~S ENGINEERING BY A Mrrek Atfillate Trenco 816 Soundside Rd Edenton, NC 2793 ! Re: J90616 Caviness Land Dev/Lot 196 Woodshire The trms drawing(s) referenced below have been prepared by Truss Engineering Co. under my db ect supervision based on the parameters provided by Comtech, Inc - Fayetteville. Pages or sheets covered by this seal: E5267091 thruE5267091 My license renewal date for the state of North Carolina is December 31, 2009. North Carolina COA: C•0844 NrNU~irrrrr ?O~oF~ SlOOt~'L9 SEAL 16673 91 A r , April 22,2009 Strryzewski, Marvin The seal on these drawings indicate acceptance of professional engineering responsibility solely fir the truss components shown. The suitability and use of this component for any particular building is i he responsibility of the building designer, per ANSI/TPI-2002 Chapter 2. Engineering services provided by Truss Engineering Company. 04/22/2009 WED 11:29 FAX 0108844444 COMCH INC IM003/004 os 7pe - b Fir cmaWaLena VedLa lwwawmrv - - ©ye7W1 JBWIe BZt ipl reOQFT14Ua6 1 3 .GOWN, ed JglOOwm. der MW TAea ebn 122000 A1,T0 hldvddn, Inc was ep IIq ar..12m0 peps 2 NOTES (1t) 9) HM6a(e) or other witecllon device(s) shell be pdvtled sullicienl to support danaedraed Ioed(e) 1463 lb dam and 134 Ib up d 1.5-0, 12221b dam ; nd 139 Ib up el 1-114,1222 m down end 1341b up a 3.114,1222 m dmm a d 134 m up a 8-11.4,12221b dow11 aN 134Ib up el 7-1 b4, 160/ !b down mld 6l !b up m 6.114,16W ID davai s M 67 b up at tt-t t4, tsa3lb dorm 0M B71b up 01 13.114, 16431b down arM 671b up eh 15-114, 1f131b dam aM 67 m up a1 17.114, ea,1543lb dCSn and t7 leup of 14114, wd 399Ib down and 61 Ib up a 21-104 bn bodom Mad. The de64n/9elembr. 0101101) wnneelip dpvke(s) is the respwsibPgy of V ners. 10) HARNETT COUNTY, NORTH CAROLINA LOAD CASE(S) Standard 1) Ra6uler. Lumber Inaease=15, Plate Inaeaaaa1.00 Uniform Loads (pff) vem 1-3--60.3-6-80. 1-8-20 Caramirl ted Loads (ib) van! 5-1643(6) lhw-3 8) T3-1453(9)14=1222(8)15-1222(9)1841222(8)17-1222(B)18-1607(8)19.4843(8) 20.-1643(8) 211)1643 8) 22..1643(8) ®1)404---two dar3apmmawrn mMaeeorA7as err =ve/sosea, ~mrsaaarmnlaalmslm.7rn w.. zo os ae<oas uca. 1 .n err ;aq', eoitl rb vw dep.lh sM ewmevlmr T*d*M1,bewd0*vppnpOrbrealMd~o..R andbrarOn FdMa,d trddYie aOmpvrtml IX dmlai m,amemm am pmpnr mrmmamn m Pe wmi sreponainyciW4-llnd anaow. ml ma, ana0nnr Nwyp 4rmm ilk I a hrlelwd n4Opw m mwttlud web mpmew OnN. Adtlolwd Iwpbarytmxwo ro haurp dwerytluanp eamhveilw o ttn mrpambprp or,na a. a nnw ertelw. Mdlkmd pnrrirnml braehle el pw avml mrcMe b he n:smdHhry el IhebuildFe dnlpmr. M emeral qq~vn~dmin mpmdhq fabkalbn, vae0v cpnbal dwooe. defnw7. waefan and imOaa9. aorerll AI6tRll 41raR7 C41mh ose•es and lCir Wldino cempwam am a. maw m.1) PREPARED 4/23/09, 13:59:12 INSPECTION TICKET PAGE 16 Harnett County INSPECTOR: IVR DATE 4/24/09 - - - - - - - - ADDRESS . : 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD SID 2ND LEFT LOT 196 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP B103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3/20/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP Bill 01 3/26/09 KS R*BLDG SLAB INSP VRU 001747930 3/26/09 AP R427 01 4/16/09 DT FOUR TRADE ROUGH IN >2500 VRU 001755834 4/16/09 DA 1. Al and A4 trusses missing web bracing. 2. D 2ply truss not strapped for proper uplift. 3. B 3 ply truss not strapped for proper uplift. 4. Need engineered repair letter for broken B 3 ply truss at garage wall. 5. House wrap must overlap top to bottom. Do not side or insulate. R427 02 4/23/09 FOUR TRADE ROUGH IN >2500 VRU 001758976 4/23/09 DP 1. Still improperly house wrapped. 2. A Trusses still missing web bracing. 3. D GDR truss still not strapped for enough uplift. R427 03 4/24/0 TTII FOUR TRADE ROUGH IN >2500 VRU 001759638 - - COMMENTS AND NOTES - - PREPARED 4/27/09, 13:59:36 INSPECTION TICKET PAGE 22 Harnett County INSPECTOR: IVR DATE 4/28/09 ADDRESS . : 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- - APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 196 JB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . : NEW WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - - -101 01 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP B103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3/20/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP B111 01 3/26/09 KS R*BLDG SLAB INSP VRU 001747930 3/26/09 AP R427 01 4/16/09 DT FOUR TRADE ROUGH IN >2500 VRU 001755834 4/16/09 DA 1. Al and A4 trusses missing web bracing. 2. D 2ply truss not strapped for proper uplift. 3. B 3 ply truss not strapped for proper uplift. 4. Need engineered repair letter for broken B 3 ply truss at'garage wall. 5. House wrap must overlap top to bottom. Do not side or insulate. R427 02 4/23/09 DT FOUR TRADE ROUGH IN >2500 VRU 001758978 4/23/09 DP 1. Still improperly house wrapped. 2. A Trusses still missing web bracing. 3. D GDR truss still not strapped for enough uplift. R427 03 4/24/09 DT FOUR TRADE ROUGH IN >2500 VRU 001759638 4/24/09 AP 1129 01 y4/~2~88/0099 /TI R*INSULATION INSPECTION VRU 001760867 COMMENTS AND NOTES PREFaRED 7/13/09, 13:59:09 INSPECTION TICKET PAGE 11 Harnett County INSPECTOR: IVR DATE 7/14/09 - - - - - - ADDRESS . : 164 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 - CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER : WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 196 SB STRUCTURE: 000 000 49.2X58.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 4.00 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 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. B101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP B103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3120109 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP y/164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP Bill 01 3/26/09 KS R*BLDG SLAB INSP VRU 001747930 3/26/09 AP R427 01 4/16/09 DT FOUR TRADE ROUGH IN >2500 VRU 001755834 4/16/09 DA 1. Al and A4 trusses missing web bracing. 2. D 2ply truss not strapped for proper uplift. 3. B 3 ply truss not strapped for proper uplift. 4. Need engineered repair letter for broken B 3 ply truss at garage wall. 5. House wrap must overlap top to bottom. Do not side or insulate. R427 02 4/23/09 DT FOUR TRADE ROUGH IN >2500 VRU 001758976 4/23/09 DP 1. Still improperly house wrapped. 2. A Trusses still missing web bracing. 3. D GDR truss still not strapped for enough uplift. R427 03 4/24/09 DT FOUR TRADE ROUGH IN >2500 VRU 001759638 4/24/09 AP 1129 01 4/28/09 DT R*INSULATION INSPECTION VRU 001760867 4/28/09 AP H824 01 6/10/09 JW ,J ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001781723 6/10/09 AP R431 01 7-14/09 TI. FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001792175 T/S: 07/10/2009 08:07 AM NTART T/S: 07/13/2009 08:08 AM NTART COMMENTS AND NOTES i O x NTE r 711472009 1149:12 AM,I~ Application mimbeF types .,`•0950021513 CP NEW RESIDENTLAL(5FD) ~ Property address 164B WE OAKDR" -c > 1- ~S ~1 M as ng andra t m stairs . 2)Need acchess door in hall closet upstairs. ` 3)Remove teat plug in vent pipe on roof. 4)Need receptacle on back of house accessible from grade ^"A j n c r: 12 Ji r y ~Y s ~ i _ ..;OK f SE}{It, C9mcdplc 1'~~ !Apy lrlsart 1f` Lalete ~:Iime°stamp Slaei defaults 'f PIDEPARA*D 7/14/09, 13:59:20 INSPECTION TICKET PAGE 14 Harnett County INSPECTOR: IVR DATE 7/15/09 - - - - ADDRESS , 160 BLUE OAK DR SUBDIV: WOODSHIRE PH 5 CONTRACTOV': CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) DIRECTIONS : 27 W TO NURSERY RD TO LEMULE BLACK RD S/D 2ND LEFT LOT 196 JB STRUCTURE: 000 000 49.2X56.5 4BDR SLAB W/ GARAGE FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . 4.00 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 2/25/09 DT R*BLDG FOOTING / TEMP SVC POLE TIME: 17:00 VRU 001738103 2/25/09 DA 1. Bottom of trenches must be 12 inches below grade (undisturbed soil) Trenches too shallow at areas marked on plans. 8101 02 2/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001738921 2/27/09 AP 8103 01 3/20/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001745546 3/20/09 AP A814 01 3/20/09 TI DRESS CONFIRMATION TIME: 17:00 VRU 001745553 3/20/09 AP 164 blue oak dr lot 196 P309 01 3/24/09 BS R*PLUMB UNDER SLAB VRU 001746395 3/24/09 AP Bill 01 3/26/09 KS R*BLDG SLAB INSP VRU 001747930 3/26/09 AP R427 01 4/16/09 DT FOUR TRADE ROUGH IN >2500 VRU 001755834 4/16/09 DA 1. Al and A4 trusses missing web bracing. 2. D 2ply truss not strapped for proper uplift. 3. B 3 ply truss not strapped for proper uplift. 4. Need engineered repair letter for broken B 3 ply truss at garage wall. 5. House wrap must overlap top to bottom. Do not side or insulate. R427 02 4/23/09 DT FOUR TRADE ROUGH IN >2500 VRU 001758978 4/23/09 DP 1. Still improperly house wrapped. 2. A Trusses still missing web bracing. 3. D GDR truss still not strapped for enough uplift. R427 03 4/24/09 DT FOUR TRADE ROUGH IN >2500 VRU 001759638 4/24/09 AP 1129 01 4/28/09 DT R*INSULATION INSPECTION VRU 001760867 4/28/09 AP H824 01 6110109 JW -1,XNVIR. OPERATIONS PERMIT TIME: 17:00 VRU 001781723 6/10/09 AP R431 01 7/14/09 FOUR TRADE FINAL >2500 TIME: 17:00 VRU 001792175 7/14/09 DA T/S: 07/10/2009 08:07 AM NTART T/S: 07/13/2009 08:08 AM NTART 1)Missing handrail W stairs. 2)Need access door in hall closet upstairs. 3)Remove test plug in vent pipe on roof. 4)Need receptacle on back of house accessible from grade. - - - - CONTINUED ONTO NEXT PAGE - PREPARIJD 7/14/09, 13:59:20 INSPECTION TICKET PAGE 15 Harnett County INSPECTOR: IVR DATE 7/15/09 - - ADDRESS :,16V BLUE OAK. DR SUBDIV: WOODSHIRE PH 5 CONTRACTOR CAVINESS LAND DEVELOPMENT PHONE (919) 481-0503 OWNER WOODSHIRE PARTNERS LLC PHONE PARCEL 01-0536-06- -0028- -36- APPL NUMBER: 09-50021513 CP NEW RESIDENTIAL (SFD) REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - R431 02 7/15/99 T~ p FOUR TRADE FINAL >2500 VRU 001794510 COMMENTS AND NOTES >=r Ulf It 1 1 1. 10 VA ~t at 3 t t $ ry, t t,,, '4: ~ ~~~M1W : ' ~~~r ~1~d, k(Rr e~1>• "iM rt~ ~ m.. ~11~ ~11~ ....~o a ~i lt~T '1 COUNTY OF HARNETT~ DEPARTMENT OF BUILDING INSPECTION AND PLANNING/DEVELOPMENT CERTIFICATE OF OCCUPANCY ll~ 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 use. For the following: Use Classification: (~,~,.t 65t n b" 1 r~ Conditional Use Permit No.: Type of Construction: Building Permit No.: Owner of. Building. ` Electrical Permit No.: a? _ Building Address: ire IUP"'_ Insulation Permit No.: nµ,,''+ Zoning District: Plumbing Permit No Zoping Permit No.: _ Mech. Permit No.: ,`"~(ulg~ i e[ ~ S Envir. C.O. No.: ~ 1 Building Official Zoning Official 4 e~..., l`°'1u a s 1.$ "4L