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INSPECTIONS it GI L ES ENGINEERS 975 WAI NUT STREET April 5, 2010 SUITE 354 GARY, NC 27511 PHONE 919 465 -3A01 FAX 919 465.3802 Vlr. Gary Cunha Re: Non - permitted carport, deck, sun room and front entrance 233 Wexford Drive, Fuquay- Varina. NC 27526 (Harnett. County) Dear Mr. Cunha: We have inspected the referenced additions for the subject property. Below are our structural findings for each addition. • Carport: This approximately 24' X 20' carport is supported by encased 4 -inch columns on concrete footings and the existing 4 -inch concrete pad. The framing which includes roof beams and truss system is structurally adequate for the imposed loads. The concrete footings and pad supporting the columns are structurally adequate for the imposed loads. e The free - standing rear deck and sunroom are supported by 4x4 wood posts and masonry piers on concrete footings which are structurally adequate for the imposed loads. Additionally, steel jack posts have been added in some areas. The deck and sunroom framing which includes double 2x10 wood girders. 2x8 floor joists and roof rafters (sun room only) are structurally adequate for the imposed loads. • The supporting structure for the new roof overhang over the front porch consists of encased 4 -inch columns on the concrete slab that support the front roof beam. The roof consists of rafters tied to the existing roof structure. The new porch roof framing and support structure are structurally adequate for the imposed loads. We trust that this letter provides the infonnation you require. Please contact us (919) 465 -3801 if you have any questions. Thartk,.yott fbr•tbe opportunity to be of assistance to you. t� W 'AN 'e( . -(, s 1 ,_ 1 1 1 , -, .g N h . : s Pt $&p r C. Criteria -Qt1es Engineers, Inc. / r Noui LICENSED • PROFESSIONAL ENGINEERS BUILDING DIAGNOSTICS i iReEcf10IJu ENVIROIJMEN }AL SECe/E;1:5 ! ;CONSTt 1CTION MONITORING ,( / t DESIGN WWW.criterlum- gites - cenl I )'' , It /l+s..F .,4 r ji berniteeSqilik i s 4i k Ilia I County of Harnett Building Inspections Department Planning Services fri ,0 Certificate of Compliance: Occupancy: x 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 County of Harnett and the North Carolina State Building Codes, For the following: p 1 SFO addition (sunrooa, carport, front porc U se C lassification: Permit Numbers P F Name: Roland & Mary Haffner _ Building: 10- 50024069 Electrical 10-50024069 F. Address: 233 Wexford Drive Insulation: 10-50024069 Fuquay Varina NC 27526 Plumbing: NANANANANANA Mechanical:NANANANANANA, MFG Home: NANANANANAN Date: 10 -06 -2010 Building Official: BSutton PREPARED 10/05/10, 14:08:29 INSPECTION TICKET PAGE 9 Harnett County INSPECTOR: IVR DATE 10/06/10 ADDRESS' i : 233 WEXFORD DR SUBDIV: WEXFORD SUBDIVISION CONTRACTOR : PHONE : OWNER . . : HAFFNER ROLAND H & MARY J PHONE : (910) 893 -5063 PARCEL . . : 04 -0665- - -0025- -13- APPL NUMBER: 10- 50024069 CP ADD & ALTER RESIDENTIAL DIRECTIONS : T /S: 03/26/2010 02:55 PM VBROWN - - -- 233 WEXFORD DRIVE FUQUAY VARINA 27526, WEXFORD SUB DIV #13. 401N TO RAWLS CHURCH RD, RIGHT ON RAWLS CH RD GO APPROX 2.5MI TO PURFOY RD, LEFT ON PURFOY, GO APPROX .EMI TO WEXFORD DR, RIGHT ON WEXFORD, HOUSE IS AT END OF STREET. T /S: 03/26/2010 03:00 PM VBROWN - - -- FRONT PORCH, CARPORT, AND SUN ROOM BUILT WITHOUT PERMITS. ENG LETTER STRUCTURE: 000 000 10X16FRONTPORCH ,20X24CARPORT,10X2OSUNRM 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 9/21/10 JM ENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001990175 9/21/10 AP T /S: 10/05/2010 11:51 AM SSTEWART T /S: 10/05/2010 11:52 AM SSTEWART R229 01 10/06/10 ERMIT IN FRONT : ARE EXT BUILT WITH NO PERMITS - EG LETTER WILL BE WITH PERMITS AND A COPY IS IN THE FILE. PLEASE WITH ANY QUESTIONS 919- 621 -9861 OR 919 -585 -7110 COMMENTS AND NOTES