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Home My WebLink AboutCBE_18-04_ 1518A \y Joe Benson Mayor Steve Shuttleworth Council Member LeAnn Pierce Council Member 3/5/2018 1518 North Carolina Beach Avenue Carolina Beach, 28428 UAq-ZbV- ,1/,ty)td Tom Bridges TT �' Mayor Pro Tem Town of Carolina Beach 1121 N. Lake Park Blvd. Carolina Beach, NC 28428 Tel: (910) 458-2999 Fax: (910) 458-2997 Exemption Number — CBE18-04 RE: EXEMPTED PROJECT (MINOR) — MAINTENANCE AND REPAIR (15A NCAC 07K .0103) JoDan Garza Council Member Michael Cramer Town Manager PROJECT LOCATION/ADDRESS —1518 North Carolina Beach Avenue To Whom It May Concern: I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of an application for a minor development permit under the Coastal Area Management Act. After making a site inspection on 3/5/2018, 1 have determined that the activity you propose is exempt from needing a minor development permit as long as it remains consistent with the photos, engineer's letter, and materials list submitted on 3/5/2018, and meets the conditions specified below. If your plans should change and your project will no longer meet these conditions, please contact me before proceeding. MAINTENANCE AND REPAIR - (G.S. 113-103(5)(B)(5) and 7K.0209) - Structures may be repaired in a similar manner, size and location as the original structure. No expansions or additions are permissible. The repairs are limited to 50% of the physical value of the existing structure and the following specific conditions. 1. Repair oceanside decks per engineer's letter. 2. No changes shall be made to the building footprint. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal or Local authorization and N.C. Building Permits. This exemption expires 90 days from the date of the letter. Sincerely, Miles Murphy, LPO Town of Carolina Beach 1121 North Lake Park Blvd. Carolina Beach, NC 28428 Cc: Shaun Simpson VILi'v�i;V aTON, 1NG MAR 0 6 2918 1518 North Carolina Beach Avenue Labor and Materials -4-6x6 posts -10- 2x12x 12 foot treated bands -10 sheets of 3/4 plywood -30 - 5/8 bolts -10-1x4 trim -10 sheets of 3/8 plywood -10 sheets of 5/8 fire rated sheet rock Total Projected Cost: $1,850.00 Chris Oleander Oaks 5725 Oleander Dr., F-4 Wilmington, NC 28403 September 8, 2017 Laird Flournoy Quality Home Repair and RE: Job #17080 —1518 This is an Laird: ies, P.E. & Associates, Inc. ling Structural Solutions License # C-4118 Phone (910) 796-9988 Fax (910) 796-9989 office olmespe.com Beach Ave. N., Carolina Beach, NC 28428 to our previous letter dated February 22, 2017. We visited the site on a previoUs occasion to check the decks and connections for the subject project. Threaded rods were adled several years ago in order to prevent the decks' diagonal members from pulling away ftot i the building. These rods were rusted but were still structurally adequate. Additionally, we notited that some of the girders' connections at the brace and posts were inadequate and were Wug in some instances. We recommended bolting a 4 x 6 x 18" haunch along the diagonal sec on of the brace to help support the girders. Additionally, we recommended adding a 2 x 12 t =ted beauty band on the outside face of the girder in order to reinforce the existing girders. T1 e 2 x 12 can be nailed with( (3) 16ds at 12" on center to connect to the existing girders. Be sure tc retain slope so that water v�ill not pond on the decks. We also noticed that for some of the decks the flashing was not present on the outside edge and it appeared that rot and detenorat on were occurring as evidenced by the staining on the 6 x 6 diagonal brace. We recomm opening up these areas to verify that the framing was in good condition, especially because this helps support the diagonal brace. We also noted that the bolts and some sections and should be rep event. We noted that the bolts si We recommend removing a mi integrity. It has been our experi piling. If the bolts are necked c these locations. We would be 1 $1,200. On our return visit we found t previously recommend repairs. Please call our office if we C.A. s tying the piles to the girders were severely deteriorated in If not repaired, severe damage could occur during a storm Ling the horizontal bracing were also severely deteriorated. n of (2) bolts in the worst locations to examine the bolt that bolts deteriorate severely between the girder and the more than 25%, we would recommend replacing them at to provide plans and details for the repairs for a fee of the repairs had not been met. We recommend completing our P.