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INSPECTIONS PREPARED 12/14/09, 14:56:09 INSPECTION TICKET PAGE 39 . Harnett County INSPECTOR: IVR DATE 12/15/09 4' y ADDRESS . : 233 EISLER DR SUBDIV: CONTRACTOR : PHONE : OWNER . : BOUCHARD JASON CLIVE & WIFE PHONE : PARCEL . . : 03 -9597- - -0157- -13- APPL NUMBER: 09- 50023306 CP ADD & ALTER RESIDENTIAL DIRECTIONS : T /S: 11/24/2009 03:20 PM VBROWN - - -- 233 EISLER ROAD LILLINGTON 27546. HEATHER BROOK SUB DIV #9. 27W TO DOCS RD TURN LEFT GO TO MICRO TOWER TURN RIGHT, THEN RIGHT TURN RIGHT EISLER DRIVE. * * * ** *NOTE TO INSPECTOR EVERTHING IS ALREADY BUILT. 16X20 ADDITION TO HOME,12X16 SHELTER, 16X28 DET GAR, 10X12 DECK * * * * * * * * ** STRUCTURE: 000 000 16 %20 ADDIT,16X28 DETGAR,12X16SHEL,10X12 FLOOD ZONE • FLOOD ZONE X # BEDROOMS .00 SEPTIC - EXISTING? • EXISTING WATER SUPPLY COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS H824 01 12/11/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001861467 12/11/09 AP T /S: 12/14/2009 10:02 AM SSTEWART T /S: 12/14/2009 10:03 AM SSTEWART R425 01 12/15/09 TI FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001861392 /7 --) 519 DA-IhE T /S: 12/14/2009 08:59 AM VBROWN CUSTOMER REQUEST PM INSPECTION. AFTER LUNCH. COMMENTS AND NOTES i r r TYNDALL ENGINEERING & DESIGN. P.A. r 919 7711100 • r 979 773.9658 69514•01, Udvo • Garner • NorlkCarolina • 27529 www.tyndallenglneering.com October 6, 2009 Jason C. Bouchard 233 Eiser Rd. Lillington, NC 27546 E Mail: JCBADJUST@AOL.COM Refcn.ltce: Engineering Services 233 Eiser Rd. Lillington, NC Project No.: 09GAR -F540 A representative of Tyndall Engineering & Design was on site to observe the following framing items per the attached list: 1) Analysis existing car port framing. 2) Analysis existing garage and garage addition framing. 3) Analysis existing rear deck framing. 4) Analysis existing rear game room addition. The following conclusions and recommendations were noted: I) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. However, the existing (2)2x8 header should be secured to the existing 6x6 posts with (2) 1 /2" through bolts per connection. The reader is referred to the attached diagram for details. Additionally, a Simpson 112.5 clip should be added to each rafter at the (2) 2x8 header connection. 2) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. However, a Simpson 112.5 clip should be added to each rafter at the wall top plate connection. 3) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. However the existing (2)2x8 band should be secured to the existing 6x6 posts with (2) 1/2" through bolts per connection. The reader is referred to the attached diagram for details. 4) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. We appreciate being able to assist you during this phase of the project. If you need additional information or further assistance please do not hesitate to contact us. Sincerely, Tyndall Engineering & Design R a +r�i n M.Holmes Prealic.- D SMIB09GAR P0540 r * s -yo 111 i Page l of l ,gyp V 4: 11""ni r,111t1N.\ HARNETT COUNTY Building Inspections Dept. 108 E. Front St. Lillington, NC 27546 910- 893 -7525 DO NOT REMOVE DATE: 12 -15 -09 PERMIT # 09- 50023306 ADDRESS: 233 eisler VIOLATIONS: 1. Remove the ground wire to the garage and tie all grounds and neutrals together in garage with panel grounding connector 2. Finish adding all required hurricane straps in garage and carport Harnett County Building Department Mike Rearic cell# (910) 984- 4772 PREPARED 4/20/10, 13:59:12 INSPECTION TICKET PAGE 16 Harnett County .. . INSPECTOR: IVR DATE 4/21/10 ADDRESS 233 EISLER DR SUBDIV: CONTRACTOR OWNER . . : BOUCHARD JASON CLIVE & WIFE PHONE : PARCEL . . : 03 -9597- - -0157- -13- APPL NUMBER: 09- 50023306 CP ADD & ALTER RESIDENTIAL DIRECTIONS : T /S: 11/24/2009 03:20 PM VBROWN - - -- 233 EISLER ROAD LILLINGTON 27546. HEATHER BROOK SUB DIV #9. 27W TO DOCS RD TURN LEFT GO TO MICRO TOWER TURN RIGHT, THEN RIGHT TURN RIGHT EISLER DRIVE. * * * ** *NOTE TO INSPECTOR EVERTHING IS ALREADY BUILT. 16X20 ADDITION TO HOME,12X16 SHELTER, 16X28 DET GAR, 10X12 DECK, 16X36 CARPORT * * * * * * * ** STRUCTURE: 000 000 16X20 ADDIT,16X28 DETGAR,12X16SHEL,10X12 FLOOD ZONE • FLOOD ZONE X # BEDROOMS .00 SEPTIC - EXISTING' EXISTING WATER SUPPLY • COUNTY PERMIT: CPLU 00 CP LAND USE PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS Z820 01 4/21/10 TI PZ *ZONING /FINAL INSPECTION VRU #: 001913228 y. z3• w COMMENTS AND NOTES g rope. ()Watt- .JA.S Ca•Lithu 4 Oba.E c. P o t . Ou,n,btr 0C J J.t ✓ "� , r -S+; ties �•ts+ Mc P.1bwa Q -) �Pa' J PREPARED 4/21/10, 14:02:28 INSPECTION TICKET PAGE 8 Harnett County INSPECTOR: IVR DATE 4/22/10 ADDRESS . : 233 EISLER DR SUBDIV: CONTRACTOR : PHONE : OWNER . . : BOUCHARD JASON CLIVE & WIFE PHONE : PARCEL . . : 03 -9597- - -0157- -13- APPL NUMBER: 09- 50023306 CP ADD & ALTER RESIDENTIAL DIRECTIONS : T /S: 11/24/2009 03:20 PM VBROWN - - -- 233 EISLER ROAD LILLINGTON 27546. HEATHER BROOK SUB DIV #9. 27W TO DOCS RD TURN LEFT GO TO MICRO TOWER TURN RIGHT, THEN RIGHT TURN RIGHT EISLER DRIVE. * * * ** *NOTE TO INSPECTOR EVERTHING IS ALREADY BUILT. 16X20 ADDITION TO HOME,12X16 SHELTER, 16X28 DET GAR, 10X12 DECK, 16X36 CARPORT * * * * * * * ** STRUCTURE: 000 000 16X20 ADDIT,16X28 DETGAR,12X16SHEL,10X12 FLOOD ZONE • FLOOD ZONE X # BEDROOMS .00 SEPTIC - EXISTING' • EXISTING WATER SUPPLY • COUNTY PERMIT: CPBP 00 CP BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS H824 01 12/11/09 OT ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001861467 12/11/09 AP T /S: 12/14/2009 10:02 AM SSTEWART T /S: 12/14/2009 10:03 AM SSTEWART R425 01 12/15/09 MR FOUR TRADE ROUGH IN TIME: 17:00 VRU #: 001861392 12/14/09 DA T /S: 12/14/2009 08:59 AM VBROWN CUSTOMER REQUEST PM INSPECTION. AFTER LUNCH. T /S: 12/15/2009 12:45 PM MREARIC 1. remove ground from line to garage and wire garage panel correctly 2. finish all hurricane straps per engineer R229 01 4/22/10 TI TWO TRADE FINAL TIME: 17:00 VRU #: 001914142 C4 1Z /0 Af T /S: 04/21/2010 01:58 PM NTART COMMENTS AND NOTES S TYNDALL ENGINEERING & DESIGN, P.A. 1 919 771 .1200 • r 919 773.963e (9Shipwavl, Drive • Gainer • No,Ib CAplina • 27529 www.trndallengineerIngtom October 6, 2009 Jason C. Bouchard 233 Eiser Rd. Lillington, NC 27546 E Mail: JCBADJUST@AOL.COM Reference: Engineering Services 233 Eiser Rd. Lillington, NC Project No.: 09OAR -F540 A representative of Tyndall Engineering & Design was on site to observe the following framing items per the attached list: 1) Analysis existing car port framing. 2) Analysis existing garage and garage addition framing. 3) Analysis existing rear deck framing. 4) Analysis existing rear game room addition. The following conclusions and recommendations were noted: 1) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. However, the existing (2)24 header should be secured to the existing 6x6 posts with (2) 1/2" through bolts per connection. The reader is referred to the attached diagram for details. Additionally, a Simpson 112.5 clip should be added to each rafter at the (2) 2x8 header connection. 2) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. However, a Simpson 112.5 clip should be added to each rafter at the wall top plate connection. 3) Based on our observations and analysis, the existing Gaming is adequate as constructed to support the anticipated loading conditions. However the existing (2)2x8 band should be secured to the existing 6x6 posts with (2) 1/2" through bolts per connection. The reader is referred to the attached diagram for details. 4) Based on our observations and analysis, the existing framing is adequate as constructed to support the anticipated loading conditions. We appreciate being able to assist you during this phase of the project. If you need additional information or further assistance please do not hesitate to contact us. Sincerely, Tyndall Engineering & Design / v nnr +rwe, 01/ n M. Holmes Frei:Ale •� • n 0 SMHt09GAR -F0540 , • 3' p I. ." �p y tr Page 1 of 1 41 'V'C`, .,,i :,17511 "' 2) it Through Bolts In Each Bond Member ' (2) 2x8 1 I Deck Bond 10 01 IN xisting 6x6 Post CT ENGIN E R N L . ALL rod �� ' '' : Q� . �A I asnq..a on.. one: ~Inc '�✓ Oan...xo ma Fan pH) Meal © Fp. .S8.p i PAT II7!l ti SMH 1 Qi I . : : *p ' PAT , a 10.7-09 xa own xemwxsAxo xcmwmue cxs cuwr 277 Riser RJ. c6nnl 08GAR -F0640 OF 2 %%% %%• • Llllinglon, NC 27546 233 Riser Rd. Lillinglon, NC 27546 ta TYNDALL ENGINEERING 6 DESIGN, V.A. r 919 7 73-12 00 • r 919 223 . 9656 69 Shipwash Orin • Garner • North Carolina • 27529 www.tyndafangineering.com December 2, 2009 Jason C. Bouchard 233 Eiser Rd. Lillington, NC 27546 E Mail: JCBADJUST©AOL.COM Reference: Engineering Services 233 Eiser Rd. Lillington, NC Project No.: 09GAR -F540a A representative of Tyndall Engineering & Design was on site to observe the following framing items per the below list: 1) Verify insulation located in the ceiling and insulation in the walls. 2) Analysis existing car port foundation. 3) Analysis existing garage and garage addition foundation. 4) Analysis existing rear deck foundation. 5) Analysis existing rear game room addition framing and foundation. 6) Analysis existing rear game room roof bearing on the modular home's roof. The following conclusions and recommendations were noted: 1) Based on our observations and analysis of random area checks, the existing baffles and insulation (R30) in the ceiling is adequate, and the existing insulation (R13) in the walls is adequate. 2) Based on our observations and analysis, the existing foundation is adequate as constructed to support the anticipated loading conditions. 3) Based on our observations and analysis, the existing foundation is adequate as constructed to support the anticipated loading conditions. 4) Based on our observations and analysis, the existing foundation is adequate as constructed to support the anticipated loading conditions. 5) Based on our observations and analysis, the existing 2x8 floor joist Q 16" O.C., 2x6 Ceiling Joist Q 16" O.C. and 2x6 Rafters (4/ 16" O.C. with a 2x8 ridge are adequate as constructed to support the anticipated loading conditions. 6) Based on our observations and analysis, the existing rear game room roof system bearing on the existing roof system is adequate as constructed to support the anticpated loading conditions. We appreciate being able to assist you during this phase of 1. oject. If you need additional information or further assistance please do not hesitate to conta Sincerely, rautt u Tyndall Engineering & Design � % 'p, ': O ' t. Sean M. H Prentice A , d Sao . SMA\09GAR- F0540a 3 Eno 899 tit Page 1of1 ft, r ` %j$ ' yr ���rnnuT r[L�nJ,, I 01 Ifr an n tiJ'„1 r 3 r ., Y f .5,,;, :V n,Y ,` L1-7,' r , ,p'' c ' ' ] F r I' 7 ': ' ': �,' At .% i ' 1 i t �t t t 141 ' ' • Co of Harnett - Building Inspections Department ' Planning Services Certificate o Compliance: Occupancy: x Certificate issued re ursuant to the requirements of North Carolina General Statute 153A -363 and Harnett P 9 County Zoning Ordinances. This certifies at the time of issuance, this structure was in compliance with the OH various ordinances of the County of Harnett and the North Carolina State Building Codes. For the following: Use Classification: Ac//fjvci * Ga rD9a Q'3 Permit Numbers 4 0 Name: fint, rl. G n,D Building: 04 SOO 237n6 Electrical: /1 ` a• Address: 23 3 0 n e r .Or, Insulation: frio Plumbing: Mechanical: v • MFG Home: Date: _ 2 2 _ n Building Official: ° i -F' • ♦ ! fi -rG iaalaBi1 „,,,,,,, mv; ,Nlv , ?toy yid_ 'Ch t C ` Q Ntivei ..,..a.. P4 , 47 ,,,, ev ,„ ww , 75 , 7 „, ,,