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HomeMy WebLinkAbout31-23 Sonson, CharlesDIVISION OF COASTAL MANAGEMENT FIELD INVESTIGATION REPORT 1. APPLICANT'S NAME: Charles V. Sonson 2. LOCATION OF PROJECT SITE: 1477 Ocean Pearl Road, Lot 9B Chicago 4 Inc. Subdivision, Corolla, Currituck County, adjacent to the Atlantic Ocean. Latitude/Longitude: 36.4264690 N,-75.8384980 W 3. INVESTIGATION TYPE: CAMA 4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 8/31/2022 Was Applicant Present - No 5. PROCESSING PROCEDURE: Application Received Complete — 10/26/2022 Office - Elizabeth City 6. SITE DESCRIPTION: (A) Local Land Use Plan - Currituck County Land Classification From LUP - Limited Service Area and Conservation (B) AEC(s) Involved: Ocean Erodible (C) Water Dependent: No (D) Intended Use: Private residential (E) Wastewater Treatment: Existing - None Planned - Onsite conventional septic (F) Type of Structures: Existing - None Planned - Gravel access driveway, 5-bedroom house, septic system, well, detached garage, retaining wall, swimming pool, concrete patio, cabana, beach accessway with open deck & gazebo. (G) Estimated Annual Rate of Erosion: 8 ft./yr. Source - NC Division of Coastal Management 2020 Oceanfront Erosion Rate Setback Factors 7. HABITAT DESCRIPTION: [AREA] nRFnr.Frl FII 1 Gn nTuco (A) Vegetated Wetlands (404) ±484 ft2 (B) Non -Vegetated Wetlands (C) Other ±42,640 ft2 (D) Total Area Disturbed: 43,124 ft2 (0.99 acres) (E) Primary Nursery Area: No (F) Water Classification: SB Open to Shellfishing: Yes: Charles V. Sonson Field Investigation Report Page 2 8. PROJECT SUMMARY: The applicant proposes to construct a 5-bedroom single- family dwelling with a detached garage, a gravel access driveway, a retaining wall, a concrete patio area with a firepit, a swimming pool with a concrete deck and a cabana, and a raised wooden beach access with both an open platform and a gazebo. The development, as proposed, will fill ±484 ft2 of USACE jurisdictional 404-wetlands. Project Setting The site of the proposed development is an undeveloped Lot platted in 1997 and addressed as 1477 Ocean Pearl Road (Lot 9B Chicago 4 Inc. Subdivision), Corolla, within the four-wheel drive area of the Outer Banks portion of Currituck County, adjacent to the Atlantic Ocean. The site is accessed by taking NC-12 north through Corolla to the point where NC-12 exits onto the 4x4 beach sand roadway and driving north on the beach for ±2.2 miles. The property is located within the Ocean Erodible Area of Environmental Concern (AEC) and is platted as being ±134,072 ft2 (±3.08 acres) in size with ±147' of oceanfront; however, the portion of the parcel that is landward of the First Line of Natural Vegetation (FLSNV) is ±117,700 ft2 (2.7 acres) in size. Base Flood Elevation for this property is 10', defining the most seaward dune with an elevation of 16' or greater as being a primary dune. A primary dune with a crest height of ±24' runs the width of the property. The crest is located ±35' landward of the FLSNV, and the primary dune varies in width from ±75' to ±118'. Vegetation within the primary dune area consists of sea oats (Uniola paniculata), American beach grass (Ammophila breviligulata) and various herbaceous plants. Elevations drop to ±12' above sea level on the landward side of the primary dune and then increase again to ±25' forming a secondary dune line. On the west side of the secondary dune, elevations drop to ±6' forming a flat area where three separate areas of delineated USACE jurisdictional 404-wetlands exist. West of the wetland areas, dune elevations again rapidly increase to ±25' creating a third line of dunes. From the crest of the third dune system, heading in a westerly direction, elevations gradually decrease to ±6' where a larger delineated USACE jurisdictional 404-wetland is located adjacent to Ocean Pearl Road. Additional vegetation growing densely within this area includes, but is not limited to, southern live oak (Quercus virginiana), catbrier (Smilax bona-nox), loblolly pine (Pinus taeda), three -square bulrush (Scirpus pungens), virginia pennywort (Obolaria virginica), annual ragweed (ambrosia artemisiifolia), and yaupon holly (Ilex vomitoria). Access to the property will be via Ocean Pearl Road, which is an unimproved road located immediately to the west of the property. According to available information, there are no archaeological sites on or near this site. The adjacent riparian property to the north is developed with a single-family dwelling, a gravel driveway off of Ocean Pearl Road, a pool with a large deck area, and a raised wooden beach access. The adjacent riparian property to the south is developed with a single-family dwelling, a multi -story detached garage, a gravel driveway off of Ocean Pearl Road, a pool with a large deck area and cabana, a raised wooden beach access with an open platform, and a wooden hatteras ramp providing access from the beach area. According to the 2020 Oceanfront Erosion Rate Setback Factors, the erosion rate for this area is 8 ft/yr. The Ocean Erodible AEC extends 720' landward of the FLSNV. The waters of the Atlantic Ocean in this area are classified as SB by the Division of Environmental Management, are considered Coastal waters and are open to shellfish taking. Charles V. Sonson Field Investigation Report Pages Development Proposal The applicant proposes to fill ±484 ft2 of USACE jurisdictional 404-wetlands located between the secondary and third dune systems in conjunction with the proposed construction of the following: A three-story, 5-bedroom single-family dwelling with a total floor area of 4,956 ft2 and associated well and septic systems. o The dwelling will be sited landward of the 240' CAMA setback for dwellings <5000 ft2, with the most seaward portion of the dwelling located ±320' landward of the FLSNV. The first floor elevation of the dwelling will be ±22.2' above mean sea level. - A detached single -story three bay garage building (on slab) with a total floor area of 1,250 ft2 located ±370' landward of the FLSNV. - An ±8,430 ft2 gravel driveway and parking area extending in a westerly direction from Ocean Pearl Road to the proposed garage and house locations. - A ±1,943 ft2 concrete patio with a firepit immediately adjacent to the western side of the dwelling (landward of the oceanfront setback). - A ±220' retaining wall constructed along the north side of the detached garage, dwelling and concrete patio (landward of the oceanfront setback). - A ±900 ft2 swimming pool with a ±1,454 ft2 concrete pool deck (pool and 6' wide pool skirt partially within oceanfront setback) - A ±336 ft2 single -story cabana building adjacent to the pool (landward of the oceanfront setback). - ±268 ft2 of raised wooden deck area adjacent to the pool within the oceanfront setback. - A ±220' long x 4' wide elevated wooden beach accessway over the secondary and primary dune systems with a 100 ft2 gazebo and 64 ft2 open deck located on the primary dune. - Contour grading (filling and cutting) of the secondary and third dune systems associated with the above development. Anticipated Impacts As proposed, the development will result in the cumulative disturbance of±43,124 ft2 (0.99 acres) within the Ocean Erodible AEC (includes wetland fill). As proposed, the development will result in the filling of ±484 ft2 of USACE jurisdictional 404-wetlands. Submitted by: Ron Renaldi Date: October 26, 2022 RECEIVED Dom MP-1 APPLICATION for Major Development Permit DCM-EC (last revised 12127/06) North Carolina DIVISION OF COASTAL MANAGEMENT 1. Primary Applicant/ Landowner Information Business Name Project Name (if applicable) N/A Sonson Applicant 1: First Name Ml Last Name Charles V. Sonson Applicant 2: First Name MI Last Name N/A N/A NIA If additional applicants, please attach an additional pages) with names listed. Mailing Address PO Box city State 3028 Travis Pond Road N/A Williamsburg VA ZIP Country Phone No. FAX No. 23185 USA 757 - 345 - 9465 ext. N/A N/A - Street Address (ifdifferent from above) City State ZIP N/A NIA N/A N/A- N/A Email csonson@centuryjets.com 2, Agent/Contractor Information Business Name Environmental Professionals, Inc. Agent/ Contractor 1: First Name MI Last Name George H Wood Agent/ Contractor 2: First Name MI Last Name n/A N/A N/A Mailing Address PO Box city State N/A 3368 Kill Devil Hills NC ZIP Phone No. 1 Phone No. 2 270AQ NIA 262 -4r1 - 02OG vat. NIA NIA - FAX No. Contractor# . NIA N/A Street Address(ff different from above) City State ZIP 224 Colington Ridge Kill Devil Hills NC 27948-N/A Email obxwoodQyahoo.com Form continues on back> 252.808.2808 :: 1.888.4RCOAST :: www.nccoastaiman2gOMent.net Form DCM MP-1 (Page 2 of 4) R 7, s ! ® APPLICATION for 0 C T 0 6 2022 Major Development Permit 3. Project Location ;-> .w, County (can be multiple) Street Address State Rd. # Currituck 1477 Ocean Pearl Road N/A Subdivision Name City State Zip None Corolla NC 27927 - N/A Phone No. Lot No. Is) ff many, attach additional page with list) N/A - ext. 9B Chicago 4 Inc. Subdivision, n/a, n/a, n/a, n/a a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project Pasquotank Atlantic Ocean c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site. (Natural ❑Manmade ❑Unknown Atlantic Ocean e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed SYes ❑No work falls within. Currituck County 4. Site Description a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.) 150 134072 c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or 134072, 1 1 NWL (normal water level) (if many lot sizes, please attach additional page with a list) 14 ®NHW or ❑NWL e. Vegetation on tract Pinus taeda, Scirpus pungens, Obolada virginica, Ambrosia artemisifolia, Quercus virginiana, Ilex vomitoda,Smilax bona- nox I. Man-made features and uses now on tract none g. Identify and describe the existing land uses solace to the proposed project site. Residential (weekly rentals) It. How does local government zone the tract? I. Is the proposed project consistent with the applicable zoning? SFR Single Family Residential (Attach zoning compliance certificate, IIf applicable) ®Yea ❑No ❑NA J. Is the proposed activity part of an urban waterfront redevelopment proposal? ❑Yes SNo k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ❑Yes SNo ❑NA If yes, by whom? N/A I. Is the proposed project located in a National Registered Historic District or does it Involve a ❑Yes SNo ❑NA National Register listed or eligible property? <Form continues on next page> 252-808.2308 .. 1-888.4RCOAST .. www. nccoasta[manage ment. net Form DCM MP-1 (Page 3 of 4) RECEIVED APPLICATION for Major Development Permit O C T 0 6 2022 m. (i) Are there wetlands on the site? ®Yes []No ((^� (ii) Are there coastal wetlands on the site? f f C 9 `� %� A — E ❑Yes ®No (iii) If yes to either (I) or (ii) above, has a delineation been conducted? ®Yes ❑No (Attach documentation, if available) n. Describe existing wastewater treatment facilities. none o. Describe existing drinking water supply source. none p. Describe existing stone water management or treatment systems. none 5. Activities and Impacts a. Will the project be for commercial, public, or private use? ❑Commercial ❑PubliclGovemment ®PrivatelCommunity b. Give a brief description of purpose, use, and daily operations of the project when complete. The house will be used for single family residential and weekly rental c. Describe the proposed construction methodology, types of construction equipment to be used dudng construction, the number of each type of equipment and where it is to be stored. The earthwork will be accomplished by skid steer to balance the tract and spread material brought in by dump truck. The house will be constructed by hand tools. All materials and equipment will be stored onsite. d. List alldevelopment activities you propose. The applicant proposes to construct 8,430sf gravel drive,22011' retaining wall, conventional waste water disposal system, 3361 sf -5 bedroom house, 1649 sf detached garage, 900 sf swimming pool,1,740 sf concrete pool deck with fire pit, 336sf cabana, 1,943 sf concrete patio, 4' wide walkway with a 100 sf open deck have of which will be a covered gazebo. e. Are the proposed activities maintenance of an existing project, new work, or both? new f. What is the approximate total disturbed land area resulting from the proposed project? 43,124.4 ®Sq.Ft or []Acres g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No DNA that the public has established use of? h. Describe location and type of existing and proposed discharges to waters of the state. none i. Will wastewater or stonnwater be discharged into a wetland? ❑Yes ®No ❑NA If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes [_—]No ®NA j. Is there any mitigation proposed? Was []No ❑NA If yes, attach a mitigation proposal. <Form continues on back> 252-808.2808 :: 1-888.4RCOAST :: www.nccoastalmanagement.net Form DCM MP-1 (Page 4 of 4) APPLICATION for Major Development Permit 6. Additionallnformation In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application package to be complete. Items (a) — (t) are always applicable to any major development application. Please consult the application instruction booklet on how to property prepare the required items below. a. A project narrative. b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish between work completed and proposed. c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site. d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties. e. The appropriate application fee. Check or money order made payable to DENR. f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return receipts as proof that such owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in which to submit comments on the proposed project to the Division of Coastal Management. Name Michael & Helen Poole Phone No. Address 12395 Walnut Hill Dr. Rockville, VA 23146 Name Villa Blue OBX LLC attn: David 8 Jennifer Norris Phone No. Address 18395 Herring Creek RD Tall Timbers, MD 20690 Name Phone No. Address g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and Issuing dates None h. Signed consultant or agent authorization form, if applicable. 1. Wetland delineation, if necessary. j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act. 1 7. Certiffcation and Permission to Enter on Land I I understand that any permit issued in response to this application will allow only the development described in the application. The project will be subject to the conditions and restrictions contained in the permit. I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up monitoring of the project. I further certify that the information provided in this application is truthful to the best of my knowledge. Date _10r212022 Print Name George H wood (agent for) RECEIVED Signature 0 C T o 6 2022 Please indicate application attachments pertaining to your proposed project. ®DCM MP-2 Excavation and Fill Information ❑DCM MP-5 Bridges and Culverts [[ //� p ®DCM MP-3 Upland Development SD C i V I— E C ❑DCM MP-4 Structures Information 252-808-2808 :: 1-888.4RCOAST :: www, nccoastal management. net Form DCM MP-2 EXCAVATION and FILL (Except for bridges and culverts) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet. Access Other el Channel Cn Chan(NLW Canal Boat Basin Boat Ramp Rock Groin Rock Breakwater (excluding shoreline or stabilization NWL Length Width Avg. Existing NA NA Depth Final Project NA NA Depth 1 EXCAVATION ®This section not applicable a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated. cubic yards. c. (1) Does the area to be excavated include coastal wetlandsimarsh (OW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW ❑SAV ❑SB ❑WL ❑None (ii) Describe the purpose of the excavation in these areas: d. High -ground excavation in cubic yards. 2. DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable a. Location of disposal area. of disposal area. C. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance? []Yes ❑No ❑NA ❑Yes ❑No ❑NA (ii) If no, attach a letter granting permission from the owner. (i) If yes, where? e. (i) Does the disposal area include any coastal wetlandsimarsh (CW), submerged aquatic vegetation (SAV), shell bottom (SB), or other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW _ ❑SAV ❑SB _ []WL _ ❑None (ii) Describe the purpose of disposal in these areas: f. (i) Does the disposal include any area in the water? ❑Yes []NO ❑NA (ii) If yes, how much water area is affected? A VED OCT 0 6 2022 DC;M-EG 252-808.2608 :: 1.888-4RCOAST :: www.ncssoastalmanagement.net revised: 12/26/06 Form ®CM MP-2 (Excavation and Fill, Page 2 of 2) 3. SHORELINE STABILIZATION ® This section not applicable (if development is a wood groin, use MP-4 — Structures) a. Type of shoreline slabinzation: u. ufuyuJ. _ ❑Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other. _ Width: _ c. Average distance waterward of NHW or NWL: d. Maximum distance waterward of NHW or NWL: e. Type of stabilization material g. Number of square feet of fill to be placed below water level. Bulkhead backfili _ Riprap Breakwater/Sill_ Other_ 1. Source of fill material. f. (i) Has there been shoreline erosion during preceding 12 months? ❑Yes ❑No ❑NA (ti) If yes, state amount of erosion and source of erosion amount information. h. Type of fill material. 4. OTHER FILL ACTIVITIES ❑This section not applicable (Excluding Shoreline Stabilization) a. (i) Will fill material be brought to the site? ❑Yes []No ❑NA b. (i) Wilt fill material be placed in coastal wetlands/marsh (CW), If yes, (h) Amount of material to be placed in the water 0 (III) Dimensions of fill area 37x7 (tv) Purpose of fill wastewater system "other areas will be filled with materials derived from grading of the development area a. How will excavated or fill material be kept on site and controlled? sift fence c. (i) Will navigational aids be required as a result of the project? ❑Yes SNo ❑NA (ii) If yes, explain what type and how they will be implemented. We 10/2/2022 Date Sonson Project Name 5uYI11C,yau uyvarry vcyomwvu p...•p �,... .._.._... �__„ _. other wetlands (WL)? If any boxes are checked, provide the number of square feet affected. ❑CW _ ❑SAV _ ❑SB OWL 484 ❑None (ii) Describe the purpose of the fill In these areas: to prepare the site for residential construction b. What type of construction equipment will be used (e.g., dragline, backhoe, or hydraulic dredge)? skid steer and dump truck d. (i) Will wetlands be crossed in transporting equipment to project site? ❑Yes ®No ❑NA (h) If yes, explain steps that will be taken to avoid or minimize environmental Impacts. n/a George H Wood (agent for) Applicant No J � E C E I V E D Appica6gignature OCT 0 6 2022 DC14-1� 252-808.28DB :: 1-888.4RCOAST :: www.nccoastalmanaaement.net revised: 12126/06 Form DCM MP-3 UPLAND DEVELOPMENT (Construction and/or land disturbing activities) Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint Application that relate to this proposed project. Please include all supplemental information. GENERAL UPLAND DEVELOPMENT a. Type and number of buildings, facilities, units or structures proposed. c. Density (give the number of residential units and the units per acre). .50 unitslacre e. if the proposed project will disturb more than one acre of land, the Division of Land Resources must receive an erosion and sedimentation control plan at least 30 days before land -disturbing activity begins. (i) If applicable, has a sedimentation and erosion control plan been submitted to the Division of Land Resources? ❑Yes ONO ❑NA (i) If yes, list the date submitted: n/a g. Give the percentage of the tract within the coastal shoreline AEC to be covered by impervious and/or built -upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. 14.4% i. Give the percentage of the entire tract to be covered by impervious and/or built -upon surfaces, such as pavement, building, rooftops, or to be used for vehicular driveways or parking. 13.77% j. Describe proposed method of sewage disposal. onsite conventional I. Describe location and type of proposed discharges to waters of the state (e.g.. surface runoff, sanitary wastewater, industriall commercial effluent, 'Wash down" and residential discharges). none b. Number of lots or parcels. d. Size of area to be graded, filled, or disturbed including roads, ditches, etc. 43.124.4 sf f. List the materials (such as marl, paver stone, asphalt, or concrete) to be used for impervious surfaces. gravel and concrete h. Projects that require a CAMA Major Development Permit may also require a Stonnwater Certification. (i) Has a site development plan been submitted to the Division of Water Quality for review? ❑Yes ONO ❑NA (ii) If yes, list the date submitted: n/a It. Have the facilities described in Item (i) received state or local approval? OYes ONO ❑NA If yes, attach appropriate documentation. m. Does the proposed project include an innovative stormwater design? ❑Yes ONO ❑NA If yes, attach appropriate documentation. RECEIVED OCT 0 6 2022 252-808-28082 :: 1-888.4RCOAST :: www.n ccoastaimanagement.net Form DCM MP-3 (Upland Development, Page 2 of 2) m. Describe proposed drinking water supply source (e.g., well, community, public system, etc.) onsite well o. When was the lots) platted and recorded? March 10, 1977 10/2/2022 Date Sonson Project Name George H Wood (agent for) Applicant Nam / Applicant Signat n. (i) Will water be impounded? ❑Yes ®No ❑NA (ii) If yes, how many acres? n/a p. If proposed development is a subdivision, will additional utilities be installed for this upland development? []Yes ®No ❑NA KEGE:IVED O C T 0 6 2022 L AV 252-808-2808 :: 1.888-4RCOAST :: www nccoastalmanage lent -net revised: 12126/06 Project Narrative OCT 0 6 2022 Charles V. Sonson C.JC9Vi-FC 1477 Ocean Pearl Road The applicant proposes to construct a single family residential structure located at 1477 Ocean Pearl Rd. in Currituck, NC. The five -bedroom dwelling is located landward of the 240 foot setback required for a structure less than 5000 sf. The proposed development includes: — 3361 sf dwelling — 8430 sf gravel drive — 1649 sf detached garage — 900 sf pool — 1740 sf concrete pool deck — 1943 sf concrete patio — 336 sf cabana — 100 sf dune top gazebo — 220 linear foot retaining wall The development will result in 18,459 ft.2 of impervious coverage resulting in 13.77% total lot coverage. The coverage within the AEC is 13,423 ft.2 resulting in a 14.4% lot coverage. The construction will result in filling of wetlands, however, the development has been sited on the east portion of the property, avoiding the more expansive wetlands on the west side. The construction will result in the filling of 484 ft.2 of Section 404 Wetlands which will be mitigated by purchase of wetland credits from the Great Dismal Swamp Restoration Bank. The dwelling will be provided potable water from an onsite well and sewage will be provided by a conventional ground absorption system. Attached is a memo from the project engineer providing additional detail of the proposed development. 1) The project proponent hereby certifies that all information contained herein is true and accurate and complete to the best of my knowledge and belief. 2) The project proponent hereby request that the certifying authority review and take action on the CWA 401 certification request within the applicable reasonable period of time. George H Wood CEP PWS PO Box 3368 IGII Devil Hills, NC 27948 obxwood@yahoo.com (252) 441-0239 office (252) 423.1234 cell RECEIV F) From: davek@bissellprofessionalgroup.00m B Subject: 2021-037 RE: Sonson Came Major Status Date: September 26, 2022 at 3:15 PM To: George Wood obxwood@yahoo.com, nason@beaconarchitecture.com Cc: csonson@centuryjets.00m, Joe & Lori Mcgraw albemarle27949@gmail.com, Marcie Respass admin@bissellprofessionalgroup.00m Good afternoon, George 0 C 1 0 6 2022 rrrr-- Mark Bissell ma @ s el roTe55Qalgroup.com, Attached is the updated site plan and the building plans. Below in green are related responses to the CAMA comments. If you need anything else from me to resubmit, please let me know before Friday. Indicates Dune Systems. Please provide a plan that shows dune elevation contours, both pre & post development. The landward toe of any primary dune or frontal dune must be shown as well. Indicates an up-to-date vegetation line approved by DCM with the approval date. Pre & post development contours are provided. The FLSNV was reconfirmed by DCM and related label updated. • A significant erosion event occurred after the 10/28/2021 staking which will require verification. Note: If the vegetation line has eroded landward, this will affect the CAMA setbacks and AEC lines and the proposal may have to be adjusted. The FLSNV was reconfirmed by DCM and related label updated. There are several lines (- • • -) within the proposed development area of the house, concrete patio, garage and pool that are not identified. Please identify or remove. This line represents an existing toe of slope and has been added to the legend. The landward toe of the frontal dune was also confirmed by DCM and has been added to the plan. The proposed 3-story dwelling is listed on the site plan in both the 2 drawing and Note #4, as well as within the narrative, as 3,361 ft ; however, Note #I1 indicates a total floor area of 4,956 ft2• These discrepancies will require clarification in all three areas. The 3,361 sf provided in Note #4 is lot coverage and includes the dwellings footprint + roof overhang. The 4,956 sf in Note #11 is the total heated floor area of the 3-story dwelling. The proposed garage is listed on the site plan in both the drawing and Note #4, as well as the within the narrative, as 1,649 ft2; however, Note #11 indicates size of 1250 ft2• These discrepancies will require clarification in all three areas. The 1,649sf provided in Note #4 is lot coverage and includes the garage's footprint + roof overhang. The 1,250 sf in Note #11 is the total heated floor area of the garage. • Cross -Section Drawings and Floor Plans must be submitted for both the 3- story dwelling and the garage that: A complete set of building plans with floor area tabulations and cross - sections are included. o Depicts the Total Floor Area for both structures Floor areas for the dwelling and garage are tabulated on the Cover Sheet under BUILDING INFORMATION o Reflects first floor elevations of buildings relative to Mean Sea Level. The building sections of the dwelling and garage provide elevations relative to finished grade and top of slab = 0.0'. The site plan provides finished grade and slab elevations = 19.0', relative to MSL. 19' can, therefore, be added to the building elevations to determine elevations relative to MSL. • A Drawing reflecting other regulatory requirements for Sedimentation and Erosion Control may be required; or you may include on the submitted plat any permanent or temporary structures (i.e. Silt fencing) or grading that will take place within the AEC to achieve compliance with Sedimentation and Erosion Control Plan. Silt fencing has been added along the toe of proposed fill slopes and the retaining wall. A typical silt fencing detail has also been provided on the plan.. RECEIVED Best Regards, OCT 0 6 2022 David Klebitz From: George Wood <obxwood@yahoo.com> DCM-EC Sent: Wednesday, September 14, 2022 10:59 AM To: nason@beaconarchitecture.com Cc: David Klebitz<davek@bissellprofess ion algroup.com>; csonson@centuryjets.com; Joe & Lori Mcgraw <albemarle27949@gmail. com> Subject: Re: Sonson Cama Major Status The State flagged the westward toe of the dune and confirmed my flagging of the first line of stable vegetation. This needs to be depicted on the plat and sent back to CAMA. I am in Europe until the 26th George Wood PO Box 3368 Kill Devil Hills, NC 27948 252-441-0239 obxwood @yahoo.corn On Sep 14, 2022, at 8:35 AM, nason@beaconarchitecture.com wrote: Geoge and Dave, Can you guys give us an update on the status of the CAMA Major review and your thoughts on timeline? Chris Christopher Nason, AIA Beacon Architecture and Design, PLLC (252) 441-6767 GENERAL DEVELOPMENT NOTES: f N 1. OWNER/APPLICANT: CHARLES V. SONSON 3028 TRAVIS POND RD. WILLIAMSBURG, VA 23185 DEED REFERENCE: DB:1615, PG:358, C.C.R.D W E 2. PROPERTY DATA: !� S SITE LOT CHiCAGO 4 INC. SUBDIVISION B PLAT REFERENCE: PC: F, SL: 127, C.C.R.D PIN: 0102-000-009B-0000 ADDRESS: 1477 OCEAN PEARL RD, COROLLA, NC 27927 3. FEMA DATA: FLOOD ZONE: F.I.R.M. ZONES X & VE (10), PANEL NUMBER 3720992BOOK & 3720993800K; EFFECTIVE DATE: DECEMBER 21, 2018 (DATA SUBJECT TO CHANGE BY FEMA) 4. LOT COVERAGE DATA: LOT AREA TO MHW: 132,218 SF [EXCLUDES 7,454 SF IN R/W] FD ATLANTIC CURRITUCK PROPOSED DWELLING UNDER ROOF: 3,361 SF OCEAN PROPOSED GARAGE UNDER ROOF: 1,649 SF SOUND }} PROPOSED GRAVEL DRIVE: 8,430 SF PROPOSED CONCRETE PATIO: 1,943 SF PROPOSED POOL:* 900 SF ( PROPOSED CONCRETE POOL DECK: 1,454 SF PROPOSED CABANA UNDER ROOF: 336 SF PROPOSED DUNE TOP GAZEBO: 100 SF TOTAL IMPERVIOUS COVERAGE: 18,173 SF PERCENT IMPERVIOUS LOT COVERAGE: 13.74% 'OPEN DECKS OVER GROUND SURFACE ARE EXCLUDED 5. U TILITIES DATA: THIS DEVELOPMENT WILL BE SERVED BY ON -SITE WASTEWATER PER THIS PLAN. THIS DEVELOPMENT WILL BE SERVED BY ON -SITE WELL OCOIIa ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND. 6. PARKING DATA: REQUIREMENTS - (2) SPACES FOR BEDROOMS 1-4 (11 SPACES FOR BEDROOM 5 7. PROPERTY BOUNDARY BASED ON A FIELD SURVEY PERFORMED AND PREPARED BY BISSELL PROFESSIONAL GROUP. TOPOGRAPHY BASED ON A COMBINATION OF LIDAR DATA AND FIELD SURVEYS PERFORMED BY BISSELL PROFESSIONAL GROUP. ELEVATIONS ARE NAVD88 VERTICAL DATUM. 8. DIMENSIONS OF PROPOSED BUILDINGS ARE BASED ON BUILDING PLANS TITLED "SONSON RESIDENCE," PREPARED BY BEACON ARCHITECTURE + DESIGN, PLLC, DATED 5-27-2022. DEVIATIONS MAY REQUIRE SITE AND PERMIT MODIFICATIONS. 9. DIMENSIONS AND LOCATIONS OF PROPOSED POOL, PATIOS, CONCRETE DECKS, WALKWAYS AND GAZEBO BASED ON DIRECTION PROVIDED BY OWNER AND ARCHITECT. DEVIATION MAY REQUIRE SITE AND PERMIT MODIFICATIONS. 10. THE WETLANDS SHOWN ON THIS DRAWING WERE FLAGGED BY ENVIRONMENTAL PROFESSIONALS, INC. AND SURVEYED BY BISSELL PROFESSIONAL GROUP. A PLAT TITLED "CHARLES SONSON WETLANDS SURVEY PLAT," PREPARED BY BISSELL PROFESSIONAL GROUP AND REVISED DATE 4-28-2022, HAS BEEN SENT TO THE U.S.A.C.O.E. FOR APPROVAL THIS PLAN PROPOSES TO FILL 484 SF (0.01 AC.) OF WETLANDS THAT WALL REQUIRE AN APPROVAL FROM THE U-S.A.C.O.E. 11. CAMA NOTES: THE FIRST LINE OF STABLE NATURAL VEGETATION (F.LS.N.V.) SHOWN ON THIS DRAWING WAS FLAGGED BY ENVIRONMENTAL PROFESSIONALS, INC., CONFIRMED BY THE NC DIVISION OF COASTAL MANAGEMENT ON 8-31-22 AND SURVEYED BY BISSELL PROFESSIONAL GROUP ON 9-19-22. THE NC DIVISION OF COASTAL MANAGEMENTS (DCM) INTERACTIVE MAP VIEWER CURRENTLY PRESCRIBES A SETBACK FACTOR OF d& ALONG THE SHORELINE OF THIS PROPERTY. THIS FACTOR RESULTS IN THE 720' OCEAN ERODIBLE AREA AEC AND THE OCEAN HAZARD SETBACKS SHOWN ON THIS DRAWING. THE PROPOSED DWELLING IS LOCATED LANDWARD OF THE 240' SETBACK AND SEAWARD OF THE 480' SETBACK. DCM REGULATIONS REQUIRE STRUCTURES IN THIS LOCATION TO HAVE A TOTAL HEATED FLOOR AREA LESS THAN 5,000 SF. THE BUILDING PLANS INDICATE TOTAL ENCLOSED SQUARE FOOTAGES OF 4,956 SF FOR THE PROPOSED DWELLING AND 1,250 SF FOR THE PROPOSED DETACHED GARAGE. THE ARE HEATED SQUARE FOOTAGE AREAS THAT DIFFER FROM THE LOT COVERAGE AREAS PROVIDED IN NOTE #4. IT IS THE OWNER'S AND CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THESE STRUCTURES ARE CONSTRUCTED IN POSTS MUST BE 1.33 LBhANEAR FT. STEEL WITH WHEN STANDARD STRENGTH FILTER FABRIC 1. USE BYNTHETIC FILTER FABRIC OF AT LEAST 9= BY W GHT M A MIN. LENGTH OF S. POST SHALL HAVE PROJECTIONS IS UTILIZED WIRE FENCING MUST ALSO BE PILYOlEHNS M POLWSIDL 'Wm IS cEBnFm BY THE TO FACILITATE FASTENING OF FILTER FABRIC. INSTALLED ON UPSTREAM SIDE OF POSTS. MAIDFACNREB AS CONFORMING TO THE REWII¢MENTS N INSTALL POSTS 8' O.C. MAX WHEN STANDARD EXTEED MAX. 24' ABOVE EXISTING GRADE TO A D WI. FILTER FABRIC SHNI CONTAIN ULTMMOIET BAY FABIRC & WIRE SUPPORT FENCE ARE UTILIZED. BOTTOM OF TRENCH. WMRIICRS AND STABNJ7 M MOWZ A MINIMUM W 6 MONTHS OF EXPECTED USABIE CWSTf61CT0N IIFE AT A INSTALL POSTS V O.C. MAX WHEN EXTRA STRENGTH TRAPER TJW RANGE OF 0 TD 1207. FABIRC 2 CWST U THE U01AIENT BARRIER aF STANDARD W E%iRA WITHOUT WIRE FENCE IS UTILIZED. SIRENGTI 9YN C FILTER FINK. ENSURE THAT THE HDCJD MIN. 14 GA. OF THE SEGMENT FENCE DOES NOT E%GEED 24 Wp Al O WIRE FENCING 111E CDOIMO ww' STEEL POSTS ONLY MAX. 6'X6"SPACING 0001 � 1NE FILTER FABRIC FFNW A CWTIWWS ROLL WT TO W UNGTH M THE BARRIER TO AMID JOINTS. MM JNNIS APE NECESSARY, SECURELY FASTEN THE MM C1DTH `av qLY AT A SUPPOIIT POST " 4 FT MWMUM OVERLAP M TE NEXT POST. ♦ HETIC FLIER PANIC 91NL ff fTI:N N O SE:NGTH 10 EACH MM. 50 W. STRDIGI LINE EACH FENCE T T . N DP TES TOP, MID-sECT10N AND BOTTOM. FABRD D W M . SI/ALL � BETMEIII TS' A 24' MAX ABOVE 424" GINMT q ON iFIE IMYOPE SDE a T{E POS1S EXRU IiI G RLL SIIRIGIX SPACMG SHALL BE FABRIC WILY FAS TO SEGAR].Y FASIENLTI DIPECTLY POSTS12 A INCMES dF FlLTF7t FA9IC SHN1 BE BURIED IN AN EXCAVATED 1RFNClH APPROXMATELY 4 WDE AND 6 01' NOHES DEEP ALWc THE PROPOSED LINE OF POS15 AND TiENCH CONSTR MEWANECNDILV WTMI.E m Egipc m OWRR E FILTERTRENCH FABRIC. DO NOT ATTACH FlL161 FABRIC TO TR£ES. UPSTREAM SIDE OF FENCE & SILT FENCE SHUL BE INSPECTED AT {EAST MM A WED( A STEP S7EP2 ,v BR EACH MNIFA. a T. llA ANY REPAIRS Y0NEDIATELY. SHWD THE FABRIC COLLAPSE• TEAR, DECDMPDEE M BECOME INETTECIIYE• RE M IT MDIHPTLY. 7. IEMOVE SEDROIT Dl P AS NECESSMY TO moM FASTEN THE FILTER FABRIC TO THE UPSTREAM BACKFILL THE TRENCH AND COMPACT THE SOIL ADEWAM STORAGE MLLME FM TE NEXT RAN AND TO SIDE OF POSTS OR WIRE FENCE IF UTWAZED. FIRMLY TO ANCHOR THE BOTTOM OF THE SILT REDUCE PRESSURE W T POKE TARE CARE M AMID EXTEND FABRIC 8"DOWN &4°FORWARD ALONG FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. UNODiMNING TIE FENCE WRING CIEANWT. B. M1,10W AIL FENCING MATERIALS AND UNSTABHE SEO MT THE TRENCH. DEPOSITS AND BRING THE AREA TO 4RA� AND STABILFM R AFTBi THE CgiTHBUTNG q AM AREA HAS BEFIT PROPERLY STAIRJ= STEEL POSTS N A WIRE FENCE m FILTER FABRIC N m WIRE OR PLASTIC TIES BOTTOM OF WIRE FENCE 'ti is AND FILTER FABRIC BURIED IN EXCAVATED TRENCH x �yQW STEEL POST DRIVEN A 4' INTO GROUND STEP 3 STEP 4 SECTION A-\ VICINITY MAP NOT TO SCALE (3) TOTAL PARKING SPACES REQUIRED ACCORDANCE WITH DCM REGULATIONS. TirP1C M SMT FENCING DIRTAM PROVISIONS - NOT TO SCALE LOCATION AS NOTED ON PLAN 268 SF OF OPEN TIMBER DECK EAST OF THE POOL IS LOCATED WITHIN THE 240' (3) 10'x18' PARKING SPACES PROVIDED SETBACK. CONCRETE POOL DECK WITHIN THE 240' SETBACK IS 6' WIDE, OR LESS. L� a TOTAL IMPERVIOUS IMPROVEMENTS WITHIN THE 480' SETBACK EQUAL 14,037 SF. , A CAMA PERMIT WILL BE REQUIRED FOR THIS DEVELOPMENT. '?gYt+ \ 1 1 r \ \? O 41 l NC NAD 83(2011) GRID NORTH + NOW OR FORMERLY VILLA BLUE GBX, LLC D.B. 1579, PG. 574 OA 92743' 35"E 1 ; , 683.Llb, - fir 1 II' •, - _ `LEVEL GRADE 73'X3T AREA TO 7.5 • l Y` ` r•.r ELEVATION 17.w± FOR WASTEWATER _ / DISPOSAL SYSTEM d 1 (HAVE ARHS INSPECT AND APPROVE _ - jv ' PRIOR TO SYSTEM INSTALLATION) L PROPOSED ACTIVE ram, t \1 I WASTEWATER DISPOSAL AREA E � _ w�iA - • �� {� - .1 . 1 ) I - rI II\ CWOWSYSTEM DESIGN FLOW. 800 GPD PEDESTAL _- -- LTAR: 0.80 GPD SF RE . DISPOSAL AREA: 7 SF REQ. LATERAL LENGTH: 2w L -. - ' "JW T I 1 .y, 'II 2 i \ / PROVIDED LATERAL LENGTH. N 1, I - 1' ,4 4 6 LF SPACED O 9' O.C. . - i 3 - -- A Y ARHS) r' TO BE PPPOVED B A H 1 1 N -I I _ , I �\ 1 i `\1 I 1_ 1 r 1 PROPOSED WASTEWATER N 1 `. 1 /' I _ / o 1, -- DISPOSAL 1 REPAIR AREA t OOX I - l l`- / 1 I m. I 1 V` J` I I .1 Fi • 1 21 1 1' - M , r ' 1 `I \ `.' � • V `'_' ,.. -T _ r ` - '! / PROPOSED .404`WETLANDS `./ i LIMITS OF r�5' i 1 r 1 �. = `. DIS'NRBANCE >�4•-27- n O S76' 11' 37"E 8.30' ` O EXPOSED UNDER 1 C - - _ 1 r I r ' ` `, I w 7_ROUND ELECr�� " 1 _____ i r I \ , FIRST LINE STABLE NATURAL VEGETATION PROPOSED CONFIRMED BY DCM , I 11 1 SILT FENCE ALONG i TOE OF FILL & R 404 WETLANDS ,' , �`, , 7� POSSIBLE WELL SITE RETAINING WALL lT T 1 1 �.+��•'�_ � r � ' . •.,�,, , , ,,� MUST BE PERMITTED BY LENGTH:265 LFt Op �� 1 �� y ` I ARHS AND INSTALLED BY SHOWN OUTSIDE LOD ', i LICENSED WELL DRILLER FOR CLARITY ` • % , PROPOSED \\ , RETAINING WALL I' 'I \�.>` I' ``,`, ` N �Z LENGTH: 220't i �� _/-' __ ______.� Ilk' I PROPOSED '` 1 ` ' ' ` 10 HEIGHT: VARIES • �- __ _ i (DUNE TOP GAZEBO '1` '�\ ^ ' ` (DESIGN BY OTHERS) 1 `` +-� `�_404 WETLANDS /,' _ _ _ _ _ _ ' qc�' r� r (100 SF) `, '\ l - 1 TO BE FILLED '�'' PROPOSED ____OF I : �` 4`{/M1`W�11.AND5• ITS ,.)(361 SF) _ _ DISTURBA 3 __ NCE ' 404. WETLANDS ' _- -- _ (0.99 AC.)\. i.► 1 1 ` 1 11 `,� 1\ '!- TO BE FILLED I • - -- a " I GAR = c= I 1 � I 1 UFlRZ 649 -1 _ _ _ ,\ OPEDUNEDEPROPOSED ELEVATED`. -- 1TIMBER WALKWAY 1 '1 ' ` '• CABANA�rg TOE OF MA �.. `RKED BY DCM 11 ICI II III I I PROPOSED _ . 1 - i _ _ `LOCATED 9-19 22 , 3-STORY WOOD _ - 1-: .0° ' r 1 --25_ _ _ _26--� 9 1 } � 111 1 `1 I I , '1 1 ` FRAME DWflJ.ING // DE 6 , \ '1 ` ON PILE a �/• 'i / i / I ' I ` 1 1 ' , , 1 \ \I ' / ,- MEAN HIGH WATER N FOUNDATIONm'. r I ' 1 i r' cn , ` ELEV-12' m I, O' ' I I I 5 BEDROgAS u O 1 , 1 1>' " LOCATED 9-19-22 5 / / SAD 11 1 ' `1 O - OP `,� , l� 1 DOL 1 P •+ 1 r' 1 ,I 11 p ,1 NG I � A' '* MM 11 ' FGE: 19.0 I, 1 r r I{' I 11 /j 11 TI l I _ 1 I 1 11, C 1 I I 1 - .D• 7HABER DECK r" I _ _ 1 9 - { '1 I. I - 1 'r , , +2 _ --- 1," 1 WITHIN CAM _ _ 1 1 '1 .L.J•- . \`, - { SETBACK - - 1� 1 l -' ` 1 ,.. -`,; / ,-. _' 1 , 1 1 \` • , -"- 'i 1 IXE- b 268 sh , 1 6, y / .6 5 4 __i PROPOSED' I , i 1+ 1 _'" � �� ' , I ♦ - j y _, _ �' � CONCRETE � /,' , t �i __15 PROPOSED -PROPOSED POOL DECK ,' 1, ; ",,' m �•► ALONG 7S.St ,20'-F' _.CONCRETE --DIET FENCE ' (4 PATIO LIFT_ I / PROPOSED 20 - 1.250 GAL SEPTIC TANK - - _ (194,3 SF) ,-- SHOWN •OUTSIDE ,' i / - - / - '/ W/ SIMPLIX PUMP ' ____ MIN. 5' IV LOD FOR CLARITY DWELLING) D 1 m .� 6.o'f D �, 5. ao .WB 553 92 STING - " �1 x \ 7, (N!A`lQ- -� 1 �' ` it �� r 1 'PROPosoml) DRIVE o .� 1 `•1 1 s-.- �" ., 1�, - W 949.64 O '� .,PAR`g 4G3p 5Ft) - �s 1';.0- �� '�`. --- - r� 581'_25 l �1 It off_ �- _ - -- - ' 1 7 5.33 \ NOW OR FORMERLY L MICHAEL & HELEN POOLE ro , __ - 60 ACCESS ` ', I - ` •__ __ 1 __ �1a._ -- D.B. 1673. PG. 582 ' EASEMENT PC." ' 4 B. SL` 24 , � 50 oT ' - 6 > I CONTROL CORNER 's- - --- NO - - - 'o O NNAD 8X2011) GRID - 1 , - \ '_.N-988,80&28 \. L 1 E=2,929,605.37 ESTABLISHED BY RTK GPS 1 \ USING THE NO RTK NETWORK' / " 1♦ 100.00 1 I \ n 1 100' RSH OCEAN �P 1 o , PEARL AS SHOWN ON P.C. L, SL 117 1 o L 1 f W R/W OCEAN n 1 ECM ROUND PEARL AS SHOWN ON P.C. F. SL. 127 � 1 i 11 O Hn o v N7 1 l L PROPOSED PVC FORCE LENGTH: 80' 3 PROPOSED DUCTILE IRON PIPE CONDUIT UNDER DRIVEWAY LENGTH: 504 36' MIN. COVER MIN. DIAMETER NECESSARY TO ACCOMMODATE PVC FORCE MAIN E%ISTING px,�LLONG ENCROACHING GRAVEL LEGEND s mdB.QL DESCRIPTION - - = RIGHT OF WAY = PROPERTY BOUNDARY = ADJACENT PROPERTY LINE FEMA® FEMA- - FEMA FLOOD ZONE BOUNDARY - - - - - -7- - - - = EXISTING GRADE CONTOUR =TOP OF BANK . =TOE OF SLOPE = PROPOSED DISTURBANCE LIMIT = PROPOSED SILT FENCE - PROPOSED RETAINING WALL iO = PROPOSED GRADE CONTOUR - PROPOSED WW DISPOSAL UNE --- - FM F,V FM - - PROPOSED WW FORCE MAIN - PROPOSED WW CONVEYANCE 8.24•-' = PROPOSED GRADE SPOT ELEV. ® = POSSIBLE PROPOSED WELL SITE = PROPOSED GRAVEL = PROPOSED CONCRETE = PROPOSED WETLAND FILL 30 0 15 30 60 1. = 30, GRAPHIC SCALE NOTE: EXISTING SITE INFORMATION DESCRIBED HEREON IS BELIEVED TO BE ACCURATE, HOWEVER, BPG INC. MAKES NO WARRANTY AS TO THE ACCURACY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THIS INFORMATION BEFORE RELYING ON IT. THE CONTENT OF THESE DOCUMENTS MAY ALSO INCLUDE TECHNICAL INACCURACIES OR TYPOGRAPHICAL ERRORS. IF SUCH CONDITIONS EXIST, THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER PRIOR TO PROCEEDING WITH THE SCHEDULED WORK AND MAY CONTINUE AFTER AN AUTHORIZATION TO PROCEED HAS BEEN GRANTED. a O` y N T � t a W W woo c ES rip I D r m O Oo,zPNw L WtOy 1 �02m2NN zn0 M m l-MpYvl� mind m � O �m W rn a rn M c 1 O I 2 v w` o �Ix�N Z Z N-I Vi w �8^�4 Q', . 00 0" ►.) K i2�� cEY.o0ro z o U ✓? O FW F p W F U waQr'�� P4 W Oa Op ) XX�o. 1�a ✓ F. 0 F U 'a o M w W Z zi Z JL a O Z 7 Z O�/� a r V71 O z OZ rTl W 0 O V1 U W Y U_ Q WF_ rTl W � L ' UM-- ry l OS a uz O 2 W e Q w DDLU rr^ V 1 /^Il I- a LL } m U] ZO OF d U] U LA LNU UJ Q � I I p , Ilil III I// // 639 DATE: SCALE: 5-24-22 1"=30' DESIGNM CHECIO=D: BPG MOB D WN: APPROVED: DMK DMK SHEET: 1 1 OF CAD FILE: 2021-037SP4 PROJECT NO: 2021-037 Sonson Residence 1477 Ocean Pearl Rd, Corolla, North Carolina GENERAL NOTES LIST OF DRAWINGS 1. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY ERROR, OMISSION, DEFECT OR DEFICIENCY IN THE CONTRACT DOCUMENTS ("ERROR") PREPARED BY THE ARCHITECTURAL DRAWINGS STRUCTURAL DRAWINGS ARCHITECT OR ITS CONSULTANTS WHICH IN ANY WAY IMPACTS THE SCHEDULE OF THE PROJECT, RESULTS IN A LACK OF COORDINATION AMONG THE CONTRACT T1.1 Title Sheet S1.1 Foundation & First Floor Framing Plan DOCUMENTS, DELAYS THE COMPLETION OF THE PROJECT OR WHICH IN ANY OTHER WAY CAUSES ANY DAMAGE OR LOSS TO THE OWNER, CONTRACTOR, SUBCONTRACTORS, A1.0 Floor Plan- Overview S1.2 Second Floor Framing Plan OR OTHER ENTITY INVOLVED IN THE PROJECT UNLESS: (1) THE ARCHITECT IS PROMPTLY NOTIFIED OF SUCH ERROR, IN ANY EVENT WITHIN 14 DAYS OF THE DATE SUCH ERROR WAS A1.1 Floor Plans- First Floor S1.3 Third Floor Framing Plan DISCOVERED OR COULD REASONABLY HAVE BEEN DISCOVERED; AND (2) THE ARCHITECT IS GIVEN OPPORTUNITY AT THE TIME OF DISCOVERY TO ADDRESS SUCH ERROR, A1.2 Floor Plans- Second Floor S1.4 Third Floor Ceiling Framing Plan AND IF APPROPRIATE, TAKE SUCH STEPS AS ARE NECESSARY TO CORRECT AND RESOLVE IT. FAILURE TO COMPLY WITH THE PROVISIONS OF THIS PARAGRAPH SHALL CONSTITUTE A1.3 A2.1 Floor Plans- Third Floor Exterior Elevations S1.5 S1.6 Roof Framing Plan Garage Framing Plans A WAIVER OF ANY CLAIM FOR DAMAGES, OR A RIGHT TO OFFSET AGAINST THE ARCHITECT BY OWNER, CONTRACTOR OR OTHERS AND SHALL IN NO EVENT CAUSE OR ALLOW A2.2 Exterior Elevations S1.7 Cabana Framing Plans A REDUCTION IN THE FEES OTHERWISE DUE THE ARCHITECT FOR SERVICES PROVIDED ON THE PROJECT. A2.3 Exterior Elevations A2.4 Exterior Elevations 2. THE ARCHITECT IS NOT RESPONSIBLE FOR ANY DAMAGES CAUSED BY OMISSIONS OR INACCURACIES OF SITE INFORMATION. INCLUDING BUT NOT LIMITED TO EASEMENTS, A3.1 Building Sections SETBACKS, METES AND BOUNDS, TITLE OWNERSHIP, FLOOD ZONE DESIGNATIONS AND CAMA REQUIREMENTS, PROVIDED BY THE CLIENT, TAX MAPS, SURVEYORS AND/OR A4.1 Schedules ENGINEERS. 3. ALL PARTIES ACKNOWLEDGE AND AGREE THAT ALL DESIGNS ARE THE SOLE PROPERTY OF THE ARCHITECT. THIS AGREEMENT IS FOR A SINGLE LICENSED USE OF PLANS. ANY USE OF PLANS, OTHER THAN THE LIMITED LICENCE PROVIDED IN THIS PARAGRAPH IS NOT PERMITTED WITHOUT PRIOR WRITTEN CONSENT OF ARCHITECT. CLIENT SHALL PAY ARCHITECT FOR ANY REVISION WORK MADE TO DRAWINGS FOR REUSE AT AN HOURLY RATE DETERMINED BY THE ARCHITECT. ARCHITECT SHALL HAVE THE RIGHT TO INCLUDE PHOTOGRAPHIC OR ARTISTIC REPRESENTATIONS OF THE PROJECT AMONG THE ARCHITECT'S PROMOTIONAL AND PROFESSIONAL MATERIALS (INCLUDING WITHOUT LIMITATION ARCHITECT'S WEBSITE). 4. THE ARCHITECT IS NOT RESPONSIBLE FOR MEANS, METHODS OR TECHNIQUES IN THE CONSTRUCTION OF THIS PROJECT. 5. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PROPER INSTALLATION OF ALL INSULATION. INSULATION MUST BE CONTINUOUS AT THE BUILDING ENVELOPE, G.C. TO BLOCK AS REQ'D FOR INSTALLATION. THE ARCHITECT RECOMMENDS A WHOLE HOUSE BLOWER DOOR TEST TO BE PERFORMED AS WELL AS THERMAL IMAGING TO ASSURE PROPER SUBCONTRACTOR INSTALLATION PRIOR TO COMPLETION AND THE TEST RESULTS PROVIDED TO THE OWNER. 6. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SIZING OF THE HVAC SYSTEM TO WORK WITH THE INSULATION INDICATED ON THE PLANS. THIS MAY INCLUDE A MANUAL J CALCULATION (ACCA 8TH EDITION) AS WELL ADEQUATE OUTSIDE AIR REQUIREMENTS TO MEET NC BUILDING CODES. ABBREVIATIONS AB ANCHOR BOLT CONC CONCRETE FF FACTORY FINISH HWH HOT WATER HEATER CA OVERALL S SOUTH VWC VINYL WALL COVERING ABV ABOVE CONST CONSTRUCTION FFE FINISHED FLOOR ELEVATION HWD HARDWOOD OBS OBSCURE SAB SOUND ATTENUATION BATT W WEST AC ACOUSTICAL CONT CONTINUOUS FFL FINISHED FLOOR LINE HX HEXAGONAL OC ON CENTER SC SOLID CORE W/ WITH A/C AIR CONDITIONING CONTR CONTRACTOR FG FIXED GLASS ID INSIDE DIAMETER OD OUTSIDE DIAMETER SCH SCHEDULE WB WHITE BOARD ACC ACCESS COR CORRUGATED FGL FIBERGLASS ILK INTERLOCK OH OVERHEAD SCT STRUCTURAL CLAY TILE WC WATER CLOSET ACFL ACCESS FLOOR CORR CORRIDOR FHS FIRE HOSE STATION INCIN INCINERATOR OHMS OVALHEAD MACHINE SCREW SD STORM DRAIN WD WOOD AWP ACOUSTICAL WALL PANEL CPG COPING FHMS FLATHEAD MACHINE SCREW INCL INCLUDE(D), INCLUDING OHWS OVALHEAD WOOD SCREW SECT SECTION WG WIRE GLASS ACP ACOUSTICAL CEILING PANEL CPR COPPER FHWS FLATHEAD WOOD SCREW INS INSULATE, INSULATION OJ OPEN -WEB JOIST(S) SF SQUARE FOOT WH WALL HUNG ACPL ACOUSTICAL PLASTER CPT CARPET FIN FINISH (ED) INSC INSULATING CONCRETE OF OPAQUE SFGL SAFETY GLASS WHB WHEEL BUMPER ACR ACRYLIC PLASTER CR CHROMIUM PLATED INSF INSULATING FILL OPPH OPPOSITE HAND SG SHEET GLASS WI WROUGHT IRON ACT ACOUSTICAL TILE CRG CROSS GRAIN FIXT FIXTURE INT INTERIOR OPNG OPENING SH SHELF, SHELVING WIN WINDOW AD AREA DRAIN CRS COURSE (S) FJT FLUSH JOINT INTM INTERMEDIATE OPP OPPOSITE SHO SHORE, SHORING WM WIRE MESH ADD ADDENDUM CS COUNTERSINK FLCO FLOOR CLEANOUT INV INVERT OPS OPPOSITE SURFACE SHT SHEET W/O WITHOUT ADH ADHESIVE CSMT CASEMENT FLG FLASHING IPS INTERIOR PAINT SYSTEM SHTH SHEATHING WP WATERPROOFING ADJ ADJUSTABLE CST CAST STONE FLR FLOOR PAR PARALLEL SIM SIMILAR WPT WORKING POINT ADJT ADJACENT CT CERAMIC TILE FLUR FLUORESCENT JC PB PANIC BAR SKLT SKYLIGHT WR WASTE RECEPTACLE AFF ABOVE FINISHED FLOOR CTHK COATHOOK FLX FLEXIBLE JANITOR'S CLOSET PBD PARTICLE BOARD SL SLEEVE WRP WATER REPELLANT AGG AGGREGATE CTR COUNTER FN FENCE JF JOINT FILLER PCC PRECAST CONCRETE WS WATER T P AHU AIR HANDLING UNIT CTSK COUNTERSUNK SCREW FNDN FOUNDATION JST JT JOIST PCF POUNDS PER CUBIC FOOT SLNT SEALANT WSCT WAINSCOT ALT ALTERNATE CX CONNECTION FOC FACE OF CONCRETE JOINT PE PORCELAIN ENAMEL y�Ty,� WALL TO WALL ALUM ALUMINUM CY CUBIC YARD FOF FACE OF FINISH KIT KITCHEN PERF PERFORATE(D) SP SOUNDPROOF WWF WELDED WIRE FABRIC ANC ANCHORAGE p DRAIN FOM FACE OF MASONRY KO KNOCKOUT PERT PERIMETER SPC SPACER WWM WELDED WIRE MESH ANOD ANODIZED DA DOUBLEACTING FOS FACE OF STUDS KPL KICKPLATE PFB PREFABRICATE(D) SPEC(S) SPECIFICATION (S) WS WEATHER STRIP AP ACCESS PANEL DEM DEMOLISH, DEMOLITION FP FP(G) FIRE PROTECTION FIREPROOF(ING) PRN PG P SPL SPKR SPECIAL SPEAKER APPROX APPROXIMATE DEP DEPRESSED FPL FLOOR PLATE L LENGTH PK PLLATEATE GLASS SQ SQUARE APT APARTMENT DET DETAIL FIR FRAME(D) (ING) LAB LABORATORY PL PARKING SSK SERVICE SINK ARCH ARCHITECTURAL (ARCHITECT) pF DRINKING FOUNTAIN FRC FIRE-RESISTANT COATING LAD LADDER PLAM PROPERTY LINE SSTL STAINLESS STEEL ASB ASBESTOS DH DOUBLE HUNG FRG FIBERGLAS REINFORCED GYPSUM LAM LAV LAMINATE D ( ) LAVATORY PLAS PLASTIC LAMINATE PLASTER STA STATION ASC ABOVE SUSPENDED CEILING DIAG DIAGONAL FRPL FIBERGLAS REINFORCED PLASTER LB LAG BOLT PLF POUNDS PER LINEAR FOOT STD STANDARD ASPH ASPHALT DIAM DIAMETER FRP FIRE RATED PLYWOOD LBL LABEL PLT PLATE STG SEATING AT ASPHALT TILE DIM DIMENSION PNL STL STEEL AUTO AUTOMATIC DIV DIVISION FRGD FORGED LC LIGHT CONTROL PANEL STOR STORAGE AV AUDIO VISUAL pL DEAD LOAD FRT FIRE RETARDANT TREATED LF LINEAR FOOT PNT(D) PAINT (ED) STIR STRUCTURAL DMT DEMOUNTABLE FS FULL SIZE LH LEFT HAND POLY POLYETHYLENE SUS SUSPENDED) BBD BULLETIN BOARD DMPR DAMPER FTG FOOTING ILL LIVE LOAD PR PRF PAIR SVT SOLID VINYL TILE BBR BASEBOARD RADIATION DN DOWN FURR FURRED, FURRING LPT LOW POINT PSC PREFORMED SYM SYMMETRICAL BD BOARD DP DAMPROOFING FUT FUTURE LT LIGHT PRESTRESSSED CONCRETE SYN SYNTHETIC BEL BELOW DPL DISPOSAL GA GAUGE LTL LINTEL PSF POUNDS PER SQUARE FOOT SYS SYSTEM BIT BITUMINOUS DPL DISPENSER GALV GALVANIZED LVR LOWVER PSI POUNDS PER SQUARE INCH STN STONE BIT BED JOINT DR DOOR GB GRAB BAR LW LIGHT WEIGHT PT PRESSURE TREATED B_T BUILDING DRB DRAINBOARD GC GENERAL CONTRACTOR LWC LIGHT WEIGHT CONCRETE PTC POST TENSIONED CONCRETE BLK G ( ) BLOCK(ING) DS DOWNSPOUT GF GROUND FACE LWF LIGHT WEIGHT FILL PTD PRESSURE TREATED T TREAD BM BEAM pT DRAIN TILE GFI GROUND FAULT CIRCUIT INTERRUPTOR LCC LEAD COATED COPPER PTN PARTITION TB TOWEL BAR BMK BENCH MARK DTA DOVETAIL ANCHOR GI GALVANIZED IRON PTR PAPER TOWEL RECEPTOR T&B TOP AND BOTTOM BO BY OWNER DTS DOVETAIL ANCHOR SLOT GKT GASKET M METER(S) PVC POLYVINYL CHLORIDE TC TERRA COTTA BOT BOTTOM DW DISHWASHER GLF GLASS FIBER MAS MASONRY PVG PAVING TEL TELEPHONE BP BACK PLASTERED DWG DRAWING GP GALVANIZED PIPE MAX MAXIMUM PVMT PAVEMENT TEMP TEMPORARY BPL BEARING PLATE DWR DRAWER GPL GYPSUM LATH MB MACHINE BOLT PWD PLYWOOD T&G TONGUE AND GROOVE BRG BEARING DWTR DUMBWAITER GPPL GYPSUM PLASTER MBR MEMBER QT QUARRY TILE THK THR THICK(NESS) THRESHOLD BRZ BRONZE E EAST GPT GYPSUM TILE MECH MECHANICAL BS BOTH SIDES EA EACH GIRD GRADE, GRADING MED MEDIUM R RISER TKBD TACKBOARD BSMT BASEMENT EB EXPANSION BOLT GRPG GLASS REINFORCED MEP MECHANICAL, ELECTRICAL RA RETURN AIR TKS TACKSTRIP BTWN BETWEEN EF EXHAUST FAN POLYMERIZED GYPSUM AND PLUMBING RAID RADIUS TMPD TEMPEREDT.O. TOP OF BUR BUILT UP ROOF EJT EXPANSION JOINT GRANITE MET METAL RAG RETURN AIR GRILLE TOC TOP CURB BVL BEVELED EL ELEVATION GSS GALVANIZED SHEET STEEL MFD METAL FLOOR DECKING RAI REMOTE ALARM INDICATOR TOLERANCETTOIL BW BOTH WAYS ELEC ELECTRIC (AL) GST GLAZED STRUCTURAL TILE MFR MANUFACTURER RB RUBBER BASE TOM TOP OF MASONRY ELEV ELEVATOR GT GROUT MH MANHOLE RBS RUBBLE STONE TOW TOP OF WALL EMER EMERGENCY GVL GRAVEL MI MALLEABLE IRON RBT RABBET TPL TOP OF PLATE CAB CABINET ENCL ENCLOSURE GWg GYPSUM WALLBOARD MIN MINIMUM RCP REINFORCED CONCRETE PIPE TOS TOP OF STEEL CAD CADMIUM EPBD ELECTRIC PANELBOARD GYP GYPSUM MIR MIRROR RD ROOF DRAIN TP TACK PANEL CB CATCH BASIN EPS EXTERIOR PAINT SYSTEM MISC MISCELLANEOUS RE REINFORCE(D), REINFORCING TPD TOILET PAPER DISPENSER CEM CEMENT EQ EQUAL HB HOSE BIB MLDG MOLDING, MOULDING REF REFERENCE TPTN TOILET PARTITION CFL COUNTERFLASHING EQPT EQUIPMENT HBD HARDBOARD MM MILLIMETER(S) REG REGISTER TR CF CUBIC FOOT ESCL ESCALATOR HC HOLLOW CORE MMA MISC METAL ACCESSORY REM REMOVE TSL TRANSOM CG CORNER GUARD ESTM ESTIMATE H/C HANDICAP(PED) MO MASONRY OPENING REQD REQUIRED TV TOP OF SLAB CHAM CHAMFER ETR EXISTING TO REMAIN HD HEAVY DUTY MOD MODEL REQA REQUIREMENTS TW TELEVISION TOP OF WALL CHBD CHALKBOARD EXCA EXCAVATE HDNR HARDENER MODU MODULAR RES RESILIENT TYP. TYPICAL CHT CEILING HEIGHT EXG EXISTING HDR HEADER MOV MOVABLE RET RETURN UC UNDERCUT CI CAST IRON EXH EXHAUST HDWR HARDWARE MR MOP RECEPTOR RETG RETAINING UGD UNDERGROUND CIPC CAST -IN -PLACE CONCRETE EXMP EXPANDED METAL PLATE HES HIGH EARLY STRENGTH MT(D) MOUNT(ED) REV REVISION UNF UNFINISHED CIR CIRCLE EXP EXPOSED CEMENT MTHR METAL THRESHOLD RFG ROOFING UNO UNLESS NOTED OTHERWISE CIRC CIRCUMFERENCE EXS EXTRA STRONG HH HANDHOLE MTL MATERIAL RFL REFLECT(ED) (IVE) (OR) UR URINAL CJT CONTROL JOINT EXT EXTERIOR HJT HEADJOINT N NORTH RFH ROOF HATCH CL CENTERLINE EWC ELECTRIC WATER COOLER HK(S) HOOK(S) NAT NATURAL RH RIGHT HAND VAR VARNISH CLG CEILING HM HOLLOW METAL NCX NONCOMBUSTIBLE EXTERIOR RL RAIL(ING) CLK(G) CAULK(ING) FA FIRE ALARM HORZ HORIZONTAL NI NICKEL RM ROOM VCT VINYL COMPOSITION TILE CLL CONTRACT LIMIT LINE FAI FRESH AIR INTAKE HPT HIGH POINT NIC NOT IN CONTRACT RO ROUGH OPENING VB VERT VAPOR BARRIER VERTICAL CLR CLEAR FAS FASTENER HR HOUR NL NAILABLE ROW RIGHT OF WAY VF VINYL FABRIC CLS CLOSURE FBD FIBERBOARD HT HEIGHT NNT NONMETALLIC RT RUBBER TILE VG VERTICLE GRAIN CMT CERAMIC MOSAIC TILE FBO FURNISHED BY OTHERS HTG HEATING NOM NOMINAL RTG RATING VIF VERIFY IN FIELD CMU CONCRETE MASONRY UNIT FD FLOOR DRAIN HVAC HEATING, VENTILATION, & NR NOISE REDUCTION RV ROOF VENT VIN VINYL COL COLUMN FE-1 FIRE EXTINGUISHER -TYPE AIR CONDITIONING NRC NOISE RECUCTION RVS REVERSE SIDE VJ V JOINTED COMB COMBINATION FEC-1 FIRE EXTINGUISHER CABINET- RVT RIVET VNB VINYL BASE COMP COMPRESS (ED) (ION) (IBLE) TYPE OF FIRE EXTINGUISHER NTS NOT TO SCALE NOT SCALE RWC RAINWATER CONDUCTOR VNR VENEER COMPO COMPOSITE, COMPOSITION NGVD NATIONALGEOGRAPHICAL RWL RAINWATER LEADER VRM VERMICULITE COMPT COMPARTMENT CAL D VT VINYL TILE BUILDING INFORMATION LOCATION HOUSE STRUCTURE ACCESSORY STRUCTURES 1477 Ocean Pearl Rd., Carova Beach, Currituck County, North Carolina Floors Decks/Stairs Enclosed SF TOTALS First Floor 2,054 SF 1,308 SF 3,362 SF Second Floor 465 SF 1,782 SF 2,247 SF Third Floor 311 SF 1,866 SF 2,177 SF TOTALS 2,830 SF 4,956 SF Floors Under Roof Enclosed SF TOTALS Garage 0 SF 1,250 SF 1,250 SF Cabana 200 SF 0 SF 200 SF TOTALS 200 SF 1,250 SF MATERIALS EARTH WOOD (ROUGH) POROUS FILL WOOD (FINISH) CAST -IN -PLACE CONCRETE PLYWOOD CONCRETE MASONRY UNIT i BATT INSULATION MARBLE/FINISH STONE RIGID INSULATION SAND, MORTAR, PLASTER SYMBOLS 3 A4.1 ELEVATION LINE I BUILDING SECTION REVISION O WINDOW/DOOR SYMBOL 1 A4.1 BUILDING DETAIL q3. ELEVATION SYMBOL 1 KEY BUBBLE BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: TITLE SHEET ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: t 2' =a z _-_ 51585 __ 5/27/22 © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: T1.1 103'-10" 50'-0'' 53'-10" ■ GARAGE 00 ■ O ■ ■ O ■ o ■ ■ r ■ o ■ ■ LO o ■ ■ 04 ■ ■ I I INJ I I I ■ ■ ■ I I I I I I ■ ■ ■ COVERED ■ ■ DECK ■ I I I I I I ■ ■ 17'-411 ■ ■ ■ II II II II II ; ■ I II II II II I 1 L U------------U------------ U--------- --U L EXERCISE MUD/ .� ROOM/MEDIA � " ROOM OOM ** 'Omni ■■■■■■■ NONENONE Norm ►� o a 040 � SEE S1.6 FOR GARAGE LANDSCAPE O AREA CV STRUCTURE 0 o� C L. 00 I I I O FOYER CD LO I o RECREATION ROOM � COVERED DECK ELEV. ❑ DECK MECH. BAR CL. V/ p/\ LAUNDRY SCREEN 00 N LANDSCAPE ROOM PORCH AREA O 59'-4" 44'-6" 1 OVERALL BUILDING PLAN SCALE: 16" B � �X' E CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: BUILDING PLANS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: G�`•' FAR,'€CJG9,�`f/� 5/27/22 © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A 1 0 N 1 39'-6" D1FIRST FLOOR PLAN A2.4 SCALE: 4" = 1'-0" GENERAL NOTES: 1. INSPECT AND VERIFY ALL DIMENSIONS ON THE PROJECT AND SITE AS MAY RELATE TO THE EXTENT OF CONSTRUCTION AND/OR DEMOLITION. 2. THE CONTRACTOR/OWNER SHALL OBTAIN ALL REQUIRED PERMITS AND INSPECTIONS AS MAY BE REQUIRED TO PROCEED WITH DEMOLITION AND CONSTRUCTION. 3. ALL WORK PERFORMED SHALL MEET ALL TOWN, COUNTY AND STATE CODES. 4. DO NOT SCALE DRAWINGS. 5. VERIFY ALL DOOR/WINDOW ROUGH OPENINGS WITH DOOR MFG. SPEC. 6. ALL PILINGS SHALL BE AS DEEP AS REQUIRED TO MEET CODES. CONTRACTOR TO VERIFY IN THE FIELD 7. CONTRACTOR TO USE TEMPERED GLASS IN ANY WINDOW OR DOOR THAT IS WITHIN 18" OF THE FINISHED FLOOR. 8. ALL BEDROOMS TO HAVE A MINIMUM OF ONE WINDOW OR DOOR MEETING THE NORTH CAROLINA EGRESS CODE REQUIREMENTS. CONTRACTOR TO VERIFY. 9. CONTRACTOR TO COORDINATE ELECTRICAL, PLUMBING AND MECHANICAL WORK. ALL SUCH WORK MUST CONFORM TO NORTH CAROLINA CODES. 1 A2.1 10. CONTRACTOR TO CONFIRM PLAN DIMENSIONS PRIOR TO CONSTRUCTION WITH EXISTING SITE CONSTRAINTS. CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY PROBLEMS PRIOR TO CONSTRUCTION. 11. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL MANUALS AND MAINTENANCE INFORMATION BEFORE THE FINAL PAYMENT. THE CONTRACTOR SHALL WARRANTY THE WORK FOR THE PERIOD OF ONE YEAR. 12. ELEVATOR MFG. SHALL TAKE ANY AND ALL EFFORTS TO MINIMIZE SPACE AT ENTRY BETWEEN FLUSH DOOR AND CABIN DOOR SUCH THAT IT PREVENTS CHILDREN FROM INJURY. SPACE GUARDS SHALL BE REQUIRED FROM THE ELEVATOR MANUFACTURER. 13. SEE A4.1 FOR TYPICAL DETAILS, DOOR AND WINDOW TYPES. 14. SEE 2/A1.2 FOR TYPICAL STAIR DETAILS. 2" X 4" INTERIOR WALL ASSEMBLY 2" X 4" WALL W/WOOD STUDS @ 16" O.C. W/ACOUSTICAL BATT INSULATION 2' GWB W/TEXTURED KNOCK -DOWN FINISH ON BOTH SIDES OR OWNER SELECTED ALTERNATE FINISH.. 4 "' MIN. 2" X 6" INTERIOR WALL ASSEMBLY 2" X 6" WALL W/WOOD STUDS @ 16' O.C. W/ACOUSTICAL BATT INSULATION 2' GWB W/TEXTURED KNOCK -DOWN FINISH ON BOTH SIDES OR OWNER SELECTED ALTERNATE FINISH. 2" X 6" EXTERIOR WALL ASSEMBLY EXTERIOR SIDING (SEE EXTERIOR ELEVATIONS FOR TYPE AND LOCATION) 30 LB BUILDING FELT OR MFG SELECTED EQUIVALENT t 1' APA RATED STRUCTURAL SHEATHING- EXPOSURE 1 2" X 6" WOOD STUDS @ 16" O.C. R-19 BATT INSULATION (MIN._ 2' GWB W/TEXTURED KNOCK -DOWN FINISH ON BOTH SIDES OR OWNER SELECTED ALT. FINISH. ADD INTERIOR PLYWOOD AS REQ'D. PER STRUCTURAL ENGINEERING DRAWINGS DENOTED AS SHEAR WALL WALL TYPES NOT TO SCALE 6 3., 4 MIN. 4 B ��X' EON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 15 / 27 / 22 DRAWING NAME: BUILDING PLANS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: `l,"tlill r7 rl// STAMP: U�� �o�%, ;« "'B5 - _= 5/27/22 �.�4NER KFM'•. O m N' hFRN SH..P `". © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: Al *I 15'-6" 2'-6" CL 10'-6' CL 2,_6„ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O O PORCH ROOF C? O" BELOW o CL 12'-10" 3'-2" O 2'-9 3/4" CL 10'-0 1 /4" (�I CL q O BEDROOM #5 F C? O N O 78" DOUBLE VANITY 2" X 6° WALL O CL zQ +b" 3'-0" X 6' 1 1" bo ZO w ?: +6` '" (1)F CLOSET - (V � 2" WELL #5 +b�� J 2'-0" 3'-0" 5-0" CL L O 2" X �" WAL SECOND FLOOR PLAN SCALE 16 �o PORCH BELOW 2'-4"X6-11"O LINE OF 7I4 1 /2'' 4'-2" 9'-6" 10'-0" CANT. DECK DECK ABOVE 4'-10" X 3'-6" 2" X 6" TILE SHOWER WALL O N O 12'-10" 04 o O 10 o 5-6 1 /2" 12" 5-6 1 /2" _ O o q OFFICE `° LINE OF o CL STAIRS I I I . _ . -j /� BUILT-IN ^ BELOW C14 N lo . LO UP CL N O O0 00 . m C DN 26'-6' CV COFFEE BAR LINE OF CEILING BREAK ABOVE 4'-6 1 /2" 2'-3 1 /2" O I ELEV. o, ^ CL. 2" X 6" WALL 6�j 1 MECH. 6-0" 3'-0 1 /2" 3'-9 1 /2" 00 p O 60" DOUBLE VANITY L BATH bfTILESHOWER #3 O O , ! '-6" X 7-0CL WC 6�i CUSTOM TEAM SHOWE CL OS T o b" `O O 5-2 1 /4" 3'-10 1 /4" 2'-0" 4'-1 1 1 /2" 9'-0 1 /2" CL CL 6-1 1 1 /2" 0 eo C L PORCH ROOF - RFI CAW ---------------- 16-0" Im BOOKCASE 10 N O SITTING X CL AREA N 2" X 6" 60 bo 13'-8" WALL v ZV O II X ^ BEDROOM NO #4 CL 13'-8'' v 7 7::: 2V,� " X 6" WALL O v i� E BATH #4 CL 2, 0„ CL 3, 0, 5, 0, 66" DOUBLE VANITY �� M 2" X 6" 3'-0" X 6'-1 1" O WALL �O BEDROOM #3 0 N� CL O �o �0 2'-6" O 10'-6' O 2'-6" CL 15'-6' CL 0 0 CV WOOD BALU` TYPI( PAINTED We BASE BEY 5/4' WOOD TREAD W/Y2' NOSING 1" WOOD RISER TYPICAL STAIR DETAIL 2� NOT TO SCALE zzz 1ariZ61101 O RAIL O OF 0 Q w Z �0 LL. LL: O 4 2' MAX 1 Y2' TYPICAL RAILING DETAIL 1/2"GWB WHERE REQ'D. ��X' E CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: BUILDING PLANS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: �.�4NER KFM'•. Co _m-N' a e0= COP SH�P�.S © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A 1 .2 15-6" 2'-6" CL 10'-6" CL 2,-6„ ABOVE ABOVE O OOABOVE M ABOVE p � O C'4 CV 5-2 3/4" CL 5-2 3/4" `V ABOVE CL — — — — BEDROOM p O O '-7°CN d 9'-4" t 1 - 2„ X 6" � o r ryb WALL c� M > 2'-6" +b 9'-6- N 3'-8" 3'-5 1 /2" 5-0" J S BATH # PANTRY O6, — — — — — — — SHELVING CL WC — — — — 36" RANGE 04 2" X 6" KITCHEN SINGLE TIER +w,, PAN. 00 5-6 1 /2" 7'-3 1 /2'' WALL ISLAND 8'-5 1 /2" o 3'-0" X 6'74 STEAM SHOWER D O 12'-10" I DW Q 15-8" — 8'-0" 2'-0"' 2" X 6" WALL II 5-6 1 /2" 12" 5-6 1 /2" N 2: O °Q °Q o o 10 UN CL LINE OF STAIRS o i BELOW 3'-10 1 /4" 4'-01' 5-4 1 /4- G `� REF U.:I�E O — ------ — --- W- o DIN o CL I I ABOVE C OD I I I DINING o 0 ROOM cL o ABOVE OPEN TO I °° 00 BELOW WALL x 6 -0 N O DECK - N L O — J O LINE OF CUPOLA � 0, -ELEV.— / I _ ABOVE F_ 19 o+b�� I z MECH. O�7 CL 04 +6�•. O 2" X 6° LIVING ROOM WALL r\ O 1 v 5-6 1 /2" 22'-1 1 1 /2" &Z' I I BUILT-INPDR MEDIA UNIT Z Y FP +b�� o M o i 4, 14'-2" tib O� N SHELVING CL o 3'-0" X 6 4" 3'-4" 7-10 1 /2" 4-7 1/2"' AM SHOW 1 1/2' — — — — — — — • 2` wC SHELF &ROD A+6, LIN. O \ r O CLOSET WC o I 1 Jr'-O p, w bo BATH �p ALIGN �g+b �6 2° X 6' N a ° #2 +6, WALL t �i" BEDROOM #2 O ABOVE O O N 5-6" 4'-1 1 1 /2" N� CL CL N OOABOVE ABOVE O CL� M - o 'O cry O OABOVE OOABOVE O 2'-6" 10'-6" 2'-6" 10'-5 1 /2" CL 15'-6" CL THIRD FLOOR PLAN BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: BUILDING PLANS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: `l��It� a itrrrri STAMP: _Z 5/27/22 NER 1(,$, ��� c_� © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: Al .3 �—i m/-�i n JI—I\LLIV Jtt Ut IAIL) ) I..S PORCH, TYP. EXTERIOR ELEVATIONS SCALE: "' = V-0" B ��X' EON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 15 / 27 / 22 DRAWING NAME: EXTERIOR ELEVATIONS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: `l���t� a itrrrri STAMP: 5158 PE 5/27/22 R KFM'•. O m N' rr e 0 = © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A201 SttDHAILSS1.3 1 11-1NI-L V-\J EXTERIOR ELEVATIONS SCALE: "' = V-0" B ��X' EON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 15 / 27 / 22 DRAWING NAME: EXTERIOR ELEVATIONS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: `l���t� a itrrrri STAMP: 5158 PE 5/27/22 R KFM'•. © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A2,02 +/- 35-8" Y TOWER WALL BEARING HEIGHT +/- 29'-0 4' r FRONT GABLE BEARING HEIGHT +/- 23'-0 4' 3RD FL. SUBFLOOR +/- 20'-2 a , Y PEAK OF GARAGE RAKE TRIM DETAIL, SEE A4.1 FOR MORE INFO. +/- 1 1-1 " r GARAGE TOP PLATE LINE OF CEILING BEYOND, TYP. I IIVIJI ILV VI\/1VL (TOP OF GARAGE SLAB) EXTERIOR ELEVATIONS SCALE: 4" = V-0" PT PAINTED LOUVERS DECORATIVE PVC TRIM, SEE A4.1 FOR MORE INFO. +/- 34'-2" MEAN ROOF HEIGHT +/- 31'-6 a TYPICAL PLATE HEIGHT +/- 23'-0 4' 5" X 12" TRIM 3RD FL. SUBFLOOR 4 +/- 21'-7 2' LOW ROOF BEARING HEIGHT (MATCH WALL HEIGHT) CEDAR SHAKE SIDING,WEAVE CORNERS TYP. TREX RAILING SEE DETAILS S1.3 +/- 13'-1 2' 2ND FL. SUBFLOO +/- 1 1'-8 4' PORCH BEARING HEIGHT (MATCH WALL HEIGHT) +/- 3'-2 4 1ST FL. SUBFLOOR B ��X, EON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 15 / 27 / 22 DRAWING NAME: EXTERIOR ELEVATIONS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: `l���t� a itrrrri STAMP: E 5/27/22 �.�4NER KFM'•. O m N' '"i, yFRN © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A24,3 CUPOLA TYPICAL 12 8 DECORATIVE PVC BRACKET 12 12 12'7 � b STANDING 35'-8�" SEAM METAL 2 TOWER WALL BEARING HEIGHT 1 ROOF, TYP. b Ilk, LL 12 4 +/- 31'-6 a TYPICAL PLATE HEIGHT Y +/- 30'-0 -1 +/- 29'-0 4'L _ BUMP -OUT FRONT GABLE III C� _ BEARING HEIGHT _ = w O = BEARING 0 (� _ _ (D HEIGHT = = piLLLdLLit w `Q J = QQ = L j J o LLLLLLiL =1�� LL LL �> o `0`0 Ll 1 N 12 +/- 23'-0 a STANDING 4 3RD FL. SUBFLOOR _�+/- 21'-7 2' 2�' _ SEAM METAL Y L+/- 21'-7 OW ROOF BEARING HEIGHT LOW ROOF BEARING HEIGHT Y ROOF, TYP. 12 12 (MATCH WALL HEIGHT) (MATCH WALL HEIGHT) 12 12 'l--' 12 = 12 = CEDAR SHAKE p LILL11 ILILiLLL SIDING,WEAVE w CORNERS TYP. L- LLjj-uLL 1.1 LL I � I 12 aLu 1 +/- 13'-1 2 LLLLLH 2ND FL. SUBFLOOR +/- 1 V-8 4" PORCH BEARING HEIGHT (MATCH WALL HEIGHT) O � � w A 0 [T LLLL 0 [1- Ltp Ll A 10 IL ILIM -LLM FLU LLM -LLLLLLLLLfl LiLm® ®LLLLL ® ® _ LM -L LLU W _ w-IL A Q w Ell E---- ffil -1 LLLLU LLLW LLLLU LLLW p = --I[ +/- 3'-2 4,' w 1ST FL. SUBFLOOR = o. Ll L-j Lj L-1 Ll Ll L-1 L-1 L-1 LLj 4f TREX RAILING FINISHED GRADE PT PAINTED LOUVERS SCREEN SEE DETAILS S1.3 (TOP OF GARAGE SLAB) PORCH, TYP. EXTERIOR ELEVATIONS SCALE: "' = V-0" B �X' EON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 15 / 27 / 22 DRAWING NAME: EXTERIOR ELEVATIONS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: `l���t� a itrrrri STAMP: ,,•� �c�Ur�� �o�%, 5/27/22 �.�4NER KFM'•. yFRN © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A2,04 N 0 N _ +/- 20'-2 4' PEAK OF GARAGE COLLAR TIE DETAIL SEE 5/S1.4 TYPICAL ROOF EAVE SEE DETAIL 3/S 1.5 +/- 1 U-1" u GARAGE TOP PLATE LOAD BEARING \ FOOTING SEE DETAIL 7/S1.1 +/- 0'-0" (SEE CIVIL) FINISHED GRADE (TOP OF GARAGE SLAB) GARAGE SECTION SCALE: 4" = 1'-0" +/- 40'-4 2, PEAK OF ROOF 0+/- 34-2" _ MEAN ROOF HEIGHT z Q O� w :D 0 < X _�+/- 29'-0 "' O � FRONT GABLE o 0 BEARING N LO HEIGHT z n Lu Q w �= Q0 O Chl v 21-7 2' +— LOW ROOF BEARING HEIGHT (MATCH WALL HEIGHT) +/- 1 1-8 4 , PORCH BEARING HEIGHT (MATCH WALL HEIGHT) DECK RAILIING SEE DETAIL 5/S1.3 +/- 0'-0" FINISHED GRADE (TOP OF GARAGE SLAB) HOUSE SECTION SCALE: 4" = 1'-0" 2'-0" O.H. Q 0 w J Q M w SEE STRUCTURAL PLANS FOR CEILING JOIST SPEC. I I GARAGE_ I � I LINE OF PT. + STEPS BEYOND I I I I � J �— f _f OVERFRAME DETAIL SEE DETAIL 6/S1.4 12 \� 4 GARAGE BRACKET SEE DETAIL 5/S 1.5 DOUBLE PT BOTTOM PLATE 12 LINE OF CUPOLA $ / \ BEYOND, CENTER ON RIDGE / \ FRONT GABLE W/LOWER PLATE HEIGHT I I I I EQ. EQ. COLLAR TIE DETAIL SEE 5/S1.4 12 ENCLOSED ROOF EAVE SEE DETAIL 4/S1.3 PORCH ROOF EAVE SEE DETAIL 3/S1.2 12 4 PORCH a TYPICAL ROOF EAVE SEE DETAIL 3/S 1.5 2'-0" 12 4 2 -0 FLUSH BEAM BY ENGINEER M MECH. co C� 12 6 ALIGN00 - CLG.BREAK o W/WALL TO KITCHEN AND CUPOLA + 22'-1 1 1 /2" 16" OPEN WEB TRUSSED FLOOR JOISTS BY OTHERS, 16" O.C. MIN. HALL CRIPPLE WALL UP TO OVERFRAMED PREMANUFACTURED FLOOR TRUSS NOTE: TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. COORDINATE FINAL GRADE OF TRUSSES TO MEET HOUSE LOADING. OVERFRAME ROOF DETAIL SEE 6/S 1.4 LINE OF HIGH EAVE BEYOND RAFTERS, AS REQ'D. 12" / �O SHEAR LIVING Z � POWDER - WALL, o ROOM i�i AS REQ'D. co v FURR-DOWN AS REQ'D. FOR BATH MECH. 16" OPEN WEB TRUSSED FLOOR JOISTS BY OTHERS, 16" O.C. MIN. BLOCKING UNDER PERP. WALLS RECREATION ROOM 14" OPEN WEB INTERMEDIATE TRUSSED FLOOR FLUSH GIRDER JOISTS BY OTHERS, SEE 6/S1.1 16" O.C. MIN. FLUSH BEAM BY ENGINEER PORCH z bo DECK TO HOUSE `Y) SEE 7/S1.3 v 12 4 10 DECK Z o0 DECK TO FLUSH N GIRDER SEE 5/S1.1 SIMILAR M O i N II II II II +/- 31-6 a TYPICAL PLATE HEIGHT +/- 30'-0 a BUMP-0 UT 12" BEARING HEIGHT +/- 23'-0 4' 3RD FL. SUBFLOOR +/- 13-1 2 2ND FL. SUBFLOOR +/- 3'-2 44 1ST FL. SUBFLOOR +/- 40'-4 2' HOUSE SECTION (PARTIAL SCALE: 4" = 1 '-0" PREMANUFACTURED FLOOR TRUSS NOTE: TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING. COORDINATE FINAL GRADE OF TRUSSES TO MEET HOUSE LOADING. BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NHME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: BUILDING SECTION ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: UDR i 51585 _ _ 6 •� r 5/27/22 © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A391 PROFILE FLASH AS REQ'D. PER MFG ��.91�I�Zi1�1 WINDOW SILL CASING EXTERIOR WINDOW TRIM DETAILS ELEVATION NOT TO SCALE 2'-0" 2'-0" / 3'-0" R.O. / O O O N O O O O FIXED CASEMENT FIXED CASEMENT WINDOW CASEMENT WINDOW WINDOW WINDOW LEGEND NOT TO SCALE VARIES �II III VARIES 0? I LI O O TYPICAL INTERIOR INTERIOR DOUBLE SWING DOORS: SWING DOOR: SOLID -CORE WOOD SOLID -CORE WOOD, PAINT GRADE, PAINT GRADE, SINGLE SINGLE PANEL PANEL DOOR LEGEND NOT TO SCALE VARIES N 3'-6" R.O. O O O FIXED CASEMENT WINDOW O POCKET DOOR: SOLID -CORE WOOD, PAINT GRADE, SINGLE PANEL WINDOW HEAD CASING 12" CLASSIC CROSSHEAD WCH_X12 PVC TRIM BY FYPON, PAINTED, SEE EXTERIOR ELEVATION FOR LOCATIONS. MAYBE OVER DOORS. =E WINDOW TYPES FOR \IL AND LITE INFORMATION INDOW JAMB CASING X 5'' PVC TRIM IINDOW SILL CASING 'X 4" PVC STOOL, 2" SIDE KTENSION, SLOPE TO RAIN ELEVATION CUT MOULDING AS REQ'D. FYPON MLD641-16 PVC TRIM, PAINTED FYPON BKT14X16 PVC BRACKET, PAINTED COLUMN CAP PVC TRIM, PAINTED COLUMN WRAP PVC TRIM, PAINTED (2 PIECE PREFERRABLE) �vor�r l TRIM I6 BRACKET ;IM, PAINTED 4 12 COLUMN TRIM DETAIL NOT TO SCALE STANDING SEAM METAL ROOF DRIP EDGE 4" X 6 RAKE FASCIA BOARD, PAINTED FYPON TRIM MLD641-16 MOULDING 4" X 8" FRIEZE BOARD, PAINTED, CUT AS REQ'D. RAKE TRIM DETAIL, TYPICAL NOT TO SCALE FYPON TRIM BKT8X6 BRACKET PVC TRIM, PAINTED 4" 4" X 8" FRIEZE BOARD, PAINTED, CUT AS REQ'D. I FOR BRACKET FYPON TRIM MLD641-16 MOULDING PVC TRIM, PAINTED 3 34" a 2 WINDOW NOTES: 3'-0" R.O. 1. WINDOW MANUFACTURER TO BE SELECTED BY OWNER. 3'-0" R.O. 3'-6" R.O. 3'-0" R.O. 2. IMPACT RESISTANT GLASS MAY BE REQUIRED BY LOCAL 3'-0" R.O. BUILDING INSPECTORS. G.C. TO COORDINATE WITH 3'-6" R.O. �` � � JURISDICTION PRIOR TO ORDERING WINDOWS. ADD ALTERNATE #1: R.O.21-01'2' 3'-0" R.O. 3. SEE 2018 NC RESIDENTIAL CODE FOR U VALUE, R VALUE AND SMART WINDOW TINT IS A POLYMER DISPERSED � •O• LIQUID CRYSTAL FILM THAT TURNS A CLEAR - MIN SHADING COEFFICIENTS. LOWE GLASS IS REQUIRED. O O O GLASS INTO FROSTED/OPAQUE GLASS WITH O � � � 4. SEE THE LEGEND ABOVE FOR MUNTIN PATTERN O O 2 - o THE FLIP OF A SWITCH. 5. ALL WINDOWS TO HAVE A DP-50 MIN. WIND RATING, MIN. O / o � ^ THIS REQUIRES A LOW VOLTAGE LINE TO BE 6. SET ALL WINDOWS AT DOOR HEAD HEIGHT, U.O.N. -Ll - RUN FROM WINDOW TO SWITCH LOCATION, 7. ALL WINDOW SIZES ARE APPROXIMATE. ACTUAL SIZE MAY o o AND SHOULD BE CONSIDERED AND VARY DEPENDING UPON FINAL MANUFACTURER. 8. ALL OPERABLE WINDOW WITH SILLS LESS THAN 24" ABOVE COORDINATED DURING THE FRAMING STAGE. FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE BATHROOM WINDOW TYPES "B", "E", AND "F" SHALL BE EQUIPPED WITH FALL PREVENTION PROTECTION. TO FEATURE THIS SMART TINT ON SEPARATE O O O O JO OK O O O EGRESS WINDOWS MUST USE OPENING LIMITING DEVICES AND SWITCH. CASEMENT FIXED FIXED FIXED FIXED FIXED FIXED DOUBLE HUNG DOUBLE HUNG FALL PREVENTION DEVICES APPROVED FOR EMERGENCY WINDOW CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT CASEMENT WINDOW WINDOW ESCAPE AND RESCUE PROVISIONS. WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW (EGRESS) 9. SET ALL WINDOW HEAD HEIGHTS TO MATCH DOORS, U.O.N. 10. EXTERIOR WINDOW TO BE BLACK COLOR, U.O.N. 0- O OPEN O 0 0 CV 0 U+ O�---FLUSH TRACK GUIDE BARN DOOR: DOUBLE SLIDING DOOR ON HANGING TRACK W/FLUSH FLOOR GLIDES, DOOR SIZE TO BE 4 " LARGER THAN CASED OPENING IT IS TO COVER, SHAKER STYLE DOOR WITH FULL-LITE GLASS PANEL V) w Qf Q > VARIES O rY NO O EXTERIOR SINGLE GLASS SWING DOOR: INSULATED FIBERGLASS, SINGLE PANEL FULL-LITE GLASS VARIES O EXTERIOR SLIDING GLASS DOORS: FIBERGLASS W/ FULL-LITE GLASS +/- 12'-0" VERIFY R.O. W/MFG. s O EXTERIOR SLIDING DOUBLE DOORS: 3'-0" 6'-0" FIBERGLASS W/ FULL-LITE GLASS 4 PANEL, ACTIVE CENTRAL PANELS, FIXED/VENT/VENT/FIXED 1'-10" 2" 3-0" 2' 1'-10" VARIES �r O L„ w _ tY > 10 O EXTERIOR ENTRY DOOR W/ SIDELITES: INSULTAED FIBERGLASS, a -LITE GLASS TOP PANEL, CRAFTSMAN STYLE THREE PANEL DOOR, W/ FULL GLASS DOUBLE SIDELITES O EXTERIOR SWING DOOR: INSULATED FIBERGLASS, a -LITE GLASS TOP PANEL, CRAFTSMAN STYLE THREE PANEL DOOR, PAINT GRADE 9'-0" 4'-3" 6' 4'-3" = � /// � 1:1 � = co " 0 0 p Ll 1-1 H to GARAGE DOOR: INSULATED, HIGH GLASS PANELS, PAINT GRADE, W/ TRANSOMS ABOVE DOOR NOTES: 1. CONFIRM ACTUAL SIZE (ROUGH OPENING)WITH ACTUAL DOOR MANUFACTURER. 2. CONFIRM ALL DESIGN PRESSURE RATINGS WITH SELECTED MANUFACTURER AND LOCAL VARIES JURISDICTION. 3. SEE FLOOR PLANS FOR DOOR SIZING, CONTRACTOR TO CONFIRM. 4. SEE FLOOR PLANS FOR DOOR HAND INFORMATION. CONTRACTOR TO CONFIRM. 5. FOR INTERIOR DOORS, WIDTH AND HEIGHT w VALUES REPRESENT ACTUAL DOOR SIZE AND NOT Q FRAME SIZE. > 6. ALL FRAMES THAT ARE PART OF A RATED ASSEMBLY MUST BE RATED. 7. G.C. TO PRICE EMTEK MYLES LEVER WITH MODERN RECTANGLE ROSETTE, OWNER TO MAKE FINAL SELECTION ON DOOR HARDWARE. 1 1 8. IMPACT RESISTANT GLASS MAY BE REQUIRED BY LOCAL BUILDING INSPECTORS. G.C. TO EXTERIOR CABANA COORDINATE WITH JURISDICTION PRIOR TO SWING DOOR: ORDERING WINDOWS. INSULATED 9. WHERE APPLICABLE, LOW-E GLASS IS FIBERGLASS, SHAKER REQUIRED. STYLE SINGLE PANEL 10. EXTERIOR DOORS TO BE BLACK COLOR, DOOR, PAINT U.O.N. GRADE n BEACON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NHME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: EXTERIOR ELEVATIONS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: �.�4NER KFM'•. &",N Z. O = ��s "6HFRN SH0P��S .,\ Gl UDR Er :c r 5/27/22 © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: A491 �o 0 10 bo N 2'-0" 9'-4" (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING CONCEALED GALV. HANGER �2 O d BY SIMPSON 1 O (HUCQ210-ZSDS) U `2 (2)2"X12" (2)2"X12" PT GIRDER PT GIRDER ABOVE NOTCHED ABOVE NOTCHED INTO PILING INTO PILING wp (a) o CL> bo 8'-0" 000 C��IY 1►41 44'-6" 9'-0" 4'-0" 7-6- (2) 2" X 12" (2) 2" X 12" PT GIRDER (2) 2" X 12" PT GIRDER ABOVE NOTCHED PT GIRDER ABOVE NOTCHED INTO PILING ABOVE INTO PILING -IZI- IN - V) IL0>O 00 0 x�,Lm`0 b NUQ- o w @) 6-9" 6-10" 7-0 3/4" 4'-0" (2) 2" X 12" PT GIRDER ABOVE Nw oQ X Q > = Z wpUE N(�m�p N N�QOZ ;o 4'-9 1 /4" 5-0" (2) 2 X 12 x Do (2) 2" X 12" Q OFFSET PILING PT GIRDER N PT GIRDER ABOVE NOTCHED AS REQ'.D b ABOVE NOTCHEPI 7 - w INTO PILING INTO PILING x p > (2) 2" X 12" (2) 2" X 12" PT -M (2) 2" X 12" PT —(2) 2" X 12" PT ® (2) 2" X 12" T X_ 2" X 8" PT N m CONCEALED PT GIRDER FLUSH GIRDER FLUSH GIRDER W FLUSH GIRDER FLUSH GIRDER DECK JOISTS _ N Q GALV. HANGER 0 ABOVE NOTCHEE ABOVE ABOVE > ABOVE ABOVE ABOVE @ 16" O.C. BY SIMPSON - I c� U Q INTO PILING NOTCHED NOTCHED m NOTCHED N NOTCHED N ,o (HUCQ210-ZSDS) ` X p Z 00 I _ INTO PILING INTO PILING Q INTO PILING io INTO PILING N w > v w wZo N=�,,, c~w X�op OFFSET PILING `0 INF->F- X�o>p x� N�C�Q AS REQ'.D wmz IN�QQ (.5 N ()2"X12"� Q c� I (2) 2" X 12" PT GIRDER PT GIRDER ABOVE � ABOVE NOTCHED Liu x Lu ~ o INTO PILING �w _ w= Q - c> - w N I CONCEALED N�U? N 0 'O ^m I GALV. HANGER Nw�z o x 0- N � N 00 N~> CONCEALED x 0 O J o �_ w v = 0� w v BY SIMPSON _ r\ N z ^ N w> x J Q = 3 GALV. HANGER z o0 Qw0 x,mow "'w HUCQ210-ZSDS NQwp N � > ~ o = o N e w BY SIMPSON ( ) N � > � D 0 m Z (D Q (HUCQ210-ZSDS) m z 3'-0" Q 8'-0" I -- 12'-10" 3 13'-8" 10'-0" Q _ W W fV NNww (In XwN c� p N N CO ww X J QLu > J MIV � J - W > O w _=Q N X-,0O 14"DEEPPREMANUF. `�' N�wm �3J NwUz DECK $GISTS N I c� Q Q OPEN WEB FLOOR ABOVE "' Q N I DECK 8" FIT I x O N w U z_ I ABOVE @ 16" O.C. @ 16" O.C. (MIN.) BY OTHERS ®_ ABOVE @ 16" O.C. N CF- > O 0? X00- I wOz o (2)2"X12" N�zw (2) 2" ^,� Q PT GIRDER N > O PT FLUSH GIRDER Ill�bblll ABOVE NOTCHED m Z I ABOVE NOTCHED I x� ,,, INTO PILING Q INTO PILING N= r �w I o NNww rY W C4 (2)2"X8"PT DECK JOISTS �_ 00 IXJr]0 �' N x J00 N��Q I N�> =�J I ABOVE @ 16" O.C. u— L R 0- p Q OFFSET 2-0, I PILING Lu -Lu U CD z N I N U Z '-'-' � OFFSET PILING x° 0 x � p J AS REQ'.D AS REQ'.D z N 00 O ° x w o= 9'-0" 14'-10" 13'-8" 10'-0" N F- > 1 w Z D Z `0 �Nww N= rY w Nw =IvO w Lu CIO Q 00 IXJO v X�op = ^Qo Q 2" X 8" PT N w m 14" DEEP PREMANUF. � Q Q N� m 0- Q Q � X w N � �I� � - c N I 2" X 8" PT DECK JOISTS c�' OPEN WEB FLOOR ABOVE U- ~ > r; DECK JOISTS CL ® ABOVE @ 16" O.C. CL I01 @ 16" O.C. (MIN.) BY OTHERS NCL ABOVE @ 16" O.C. 0 OFFSET PILING NNw> NNw> (� OFFSET `Q AS IxJo OFFSET ch xD0 N "' z x�0� PILING v I fl�p �`' " CID (2) 2" X 12" PT (5Q PILING o N ,� w m IM�QQ Nv=iw11J N CD w 0 AS REQ'.D R; DROPPED GIRDER AS REQ'.D N C O U Q N >0 z m (2) 2" X 8" I ELEVATOR PIT 14" DEEP PREMANUF. OPEN WEB FLOOR ABOVE N Q M N J 00 I x w O E DECK JOISTS CD Q G.C. TO VERIFY ABOVE @ 16" O.C. DIMS PRIOR TO FRAMING, @ 16" O.C. (MIN.) BY OTHERS N U' w 0 > —CIO 3'-0" JiL_3 SEE DETAIL 3/S1.1 1, ih �w w 5 2 +/- 5'-3" +� 0-0 x (2) 2" X 12" PT 2 _ p Now ;0 � N w O Z I Q I X vzi w>(2)2„X12" ��p ���L w w- I , PT FLUSH GIRDER 0 - Nw(� DROPPED x o_ w _ O� I cv m o v Cl) ABOVE NOTCHED N� GIRDER N p chO_ v=i xwN �I�w �I (2) 2" X 12" N w = (7 I INTO PILING N w > `0 0 PT GIRDER rp�Z c� _ _ `w N _ Nw Nw z ABOVE NOTCHED o xw0� N=ww N=ww (2)2"X12" N=ww '''U Z 2"X8"PT I�Nw �Nw �Nw 14"DEEPPREMANUF. I I~J N INTO PILING N > I DECK JOISTS x 3 0 >O x 0 >O PT FLUSH x 0 O OPEN WEB FLOOR ABOVE N vzi w w N w O `wpz ABOVE@16"O.C. N� m N� m GIRDER �o N� m X�Lu> �w0 00 m c�wQQ cNwQQ ABOVE ci?wQQ O° 16"O.C.(MIN.)BYOTHERS N�fYm I No �z 10 Q I. 8'-0" 6'-0" 6'-10" 6'-10" 6'-10 Cl) N 0- Q ¢ 10'-0" Q 0 w N w U Z o x000 NFD>O w0Z CIO WIN w Z xw0 o w Z 0- NQ>O w0z m al �Iw N w f Z xw NQwO 0o >� "iw0Z a0 Q (2) 2" X 12" PT N FLUSH GIRDER X w > INNwwABOVE N,Jim Xiw_p MEL Q c, M C� Q 14" DEEP PREMANUF. I 10 v OPEN WEB FLOOR ABOVE :Zo @ 16" O.C. (MIN.) BY OTHERS N= w W N N w> o N w> x =)p X 0 0 N w w m I o c� a Q M w U-) 8'-0" "� 10'-5 1 /2" (3) 2" X 12" (3) 2" X 12" PT FLUSH PT FLUSH GIRDER GIRDER ABOVE —® —ABOVE 2" X 8" PT 5-5 7/8 4 -1 1 5/8 DECK JOISTS ABOVE @ 16" O.C. I O fLu � wN o NwUZ 0= - � o Z 00 -1 0 xw0- x�.z� oD (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING 6-0 1/4" 1-114" PILING AND FIRST FLOOR FRAMING PLAN SCALE: 4" = V-0" INQWO Lu Nw> NF-> pz 00 m m Q �I — (2)2"X12" (2)2"X12" PT GIRDER PT GIRDER ABOVE NOTCHED ABOVE NOTCHED INTO PILING INTO PILING 7'-0" 9'-0" CONCEALED GALV. HANGER — (2) 2" X 12" PT (2) 2" X 12" PT = BY SIMPSON FLUSH GIRDER U FLUSH GIRDER N ,� z (HUCQ210-ZSDS) 0 ABOVE 0 ABOVE x� 0 N w z N I` CONCEALED I N (� Lu O OFFSET w > 10 m Q GALV. HANGER N > o 0_ O z PILING 0 (2) 2" X 12" BY SIMPSON 00 Q AS REQ'.D \ Q PT GIRDER (HUCQ210-ZSDS) I 11) ABOVE NOTCHED (2) 2" X 12" N N p INTO PILING PT GIRDER E-, ABOVE U w > OFFSET "' N — D O PILING 16-0 1 /2" x Q N I AS REQ'.D N w ,,, (2) 2" X 12" 00 (3) 2" X 12" PT GIRDER PT GIRDER x ABOVE NOTCHED 2" X 8" PT DECK x O )VE NOTCHED N INTO PILING JOISTS ABOVE N m 10 qTO PILING (SET THIRD INSIDE) @ 16" O.C. N Q (2) 2" X 12" o 6-2 1 /2" 9'-10" PT GIRDER ABOVE NOTCHED 11 U CONCEALED O c'—' :0 INTO PILING 5'-0" 0 w GALV. HANGER 00 w N w U Q BY SIMPSON x j ,,, - p� Z N x 0 (HUCQ210-ZSDS) NLu >O w EL 10 CIOINQw0 Q N ~ > ~ wpz m (2) 2" X 12" (2) 2" X 12" (2) 2" X 12" PT GIRDER PT GIRDER PT GIRDER ABOVE ABOVE NOTCHED ABOVE NOTCHED INTO PILING INTO PILING 4'-0" 6-10'' 4'-8" 5'-0" 44'-6" EXTERIOR WALL DOUBLE TOP CHORD ASSEMBLY BEARING TRUSS SEE DETAIL 2/A1.1 SEE DETAIL 2/S1.3 CAULK AND FLASH AS REQ'D. 4" X 12" TRIM, SEE ELEVS. FLUSH OUT/ COUNTERSINK BOLT HEADS AS REQ'D. CONTINUE UNDERPINNING N FLUSH PT GIRDERS OVER FLUSH BEAM, FURR AS PER PLAN NOTCHED REQ'D. INTO 8" PILING, TYP., HOUSE PILING (2) $' GALV. THRU BOLTS, TYP., 8" X 8" PT WOOD SET THIRD GIRDER INSIDE PILING W/ 16-0" PILINGS BOLTED W/2' DIA. GALV. PENETRATION MIN. CARRIAGE BOLTS 24" O.C. STAGGERED PATTERN FLUSH GIRDER DETAIL, TYPICAL 2 (:: SCALE: 4" EXTERIOR WALL DOUBLE TOP CHORD ASSEMBLY BEARING TRUSS SEE DETAIL 2/A1.1 SEE DETAIL 2/S1.3 TYPICAL FLOOR NOTE: CONTRACTOR TO CONFIRM ALL PIT SEE DETAIL 2/S1.3 DIMENSIONS WITH ELEVATOR MFG PRIOR TO CONSTRUCTION ]NI EL VATOR S O FTD @ 1A �I 00 L ELEVATOR PIT 4" T & G PWD FLOORING, GLUED & SCREWED 2" X 8" PT FLOOR JOISTS @16" O.C. PT DROPPED R-19 BATT INSULATION GIRDER EXTERIOR GRADE SHEATHING BENEATH NOTCHED CONDITIONED SPACE INTO 8" PILING 2" X 4" PT LEDGER OR EQUIVALENT WITH (2) $' GALVANIZED JOIST HANGER, THRU BOLTS, (G.C. TO COORDINATE NEED FOR FLUSH SEE PLAN GIRDER AT ELEVATOR PIT WITH STRUCTURAL FOR SIZING, TYP. ENGINEER AND INSPECTOR IN THE FIELD.) ELEVATOR PIT DETAIL l SCALE: 3" = 1'-O" CONTROL JOINT: 4 1 EXTERIOR NON -LOAD BEARING SLAB SAW CUT a SLAB 4" MONOLITHIC CONCRETE SLAB (4,000 PSI) DEPTH, $' MIN. CUT W/TURNED DOWN EDGES WIDTH. SPACING OVER COMPACTED BASE TO BE 10 FOOT O.C. 2" X 4" PT LEDGERj7t7Y �_. �_. W/2" X 12" PT BAND, MIN. (5) 12D NAILS (2) $' DIA. THRU BOLTS @ EACH JOIST, @ 32" O.C. TO SOLID BLOCKING AT FLASH AS REQ'D FIRST TRUSS FLUSH PT GIRDERS CONTINUE UNDERPINNING PER PLAN NOTCHED OVER FLUSH BEAM, FURR AS INTO 8" PILING, TYP., SET THIRD REQ'D. GIRDER INSIDE PILINGS BOLTED HOUSE PILING W/2' DIA. GALV. CARRIAGE BOLTS 8" X 8" PT WOOD 24" O.C. STAGGERED PATTERN PILING W/ 16-0" PENETRATION MIN. FLUSH GIRDER DETAIL AT DECK, PERP. .� L SCALE: 4" = 1'_0" v 3" WASHER AND NUT TO DOUBLE PT BOTTOM PLATE PVC TRIM BOARD AS SPECIFIED ON EXTERIOR ELEVATIONS (PVC TRIM BOARD WHERE IN CONTACT WITH GRADE OR CONCRETE DRIVE) FLASH AS REQ'D.) ILL._ z[L < W Q 0D UNDERPINNING AT FLOOR EACH DIRECTION �� SLOPE SLAB TO DRAIN (1%MIN.) w Z w _j Z w N F- _ 12" LINE OF PILING BEYOND 4 NON -LOAD BEARING SLAB DETAIL SCALE: 4" DOUBLE TOP CHORD FIRST FLOOR BEARING TRUSS ASSEMBLY SEE DETAIL 42/S1.3 FLUSH PT GIRDERS CONTINUE UNDERPINNING PER PLAN NOTCHED OVER FLUSH BEAM, FURR AS INTO 8" PILING, TYP., REQ'D. (2) g' GALV. THRU BOLTS, TYP., INTERIOR SHEAR WALL AS SET THIRD GIRDER INSIDE HOUSE PILING �REQ'D., SEE STRUCT. PLANS PILINGS BOLTED W/�' DIA. GALV. 8" X 8" PT WOOD EXTERIOR WALL ASSEMBLY CARRIAGE BOLTS PILING W/ 16'-0" 24" O.C. STAGGERED PATTERN PENETRATION MIN. SEE 2/A1.1 LOAD BEARING MONOLITHIC SLAB 6 INTERMEDIATE FLUSH GIRDER FINISHED FLOOR AS SCHEDULED SCALE: 4" _ �'-o" 6" MONOLITHIC CONCRETE SLAB (4,000 PSI MIN) W/6" X 6"- io WWF REINFORCING LINE OF WALL OVER 6 MIL POLY VAPOR BARRIER BEYOND OVER CONSOLIDATED BASE TYPICAL LOAD BEARING SET WWF 1 2' BELOW TOP OF SLAB. STEPPED -DOWN MONOLITHIC SLAB L 11SLAB AT GARAGE 1 +/_ 5 2 SEE 3/S1.1 DOOR OPENING SLOPE CONC. AT GARAGE 10 SLOPED + -IN DOOR, MIN. TO DRAIN a a ° DRIVEWAY 11 ° ° ° O a O ° �0 4 ° ° 4 °4 ° ° /1� EXPANSION JOINT,o0 0_ 3 4' COMPRESSIBLE ° _ $" DIA CONT. THREADED ANCHOR MIN. (3) #4 REBAR - FILLER ° ° BOLT @ 60" O.C. AND WITHIN 3" MIN. COVERAGE 24" OF EXTERIOR CORNER. FROM BOTTOM 5EE 1/S1.1 FOR TYR 2'-0" MIN. OF FOOTING - SLAB DIMS. 3" WASHER WITH NUT ABOVE EXT. WALL OR (2) #5 REBAR AND BELOW, 8" EMBED MIN. AND AT EACH SIDE OF ROUGH OPENINGS TYPICAL LOAD BEARING SLAB I II— I I —III III I GARAGE DOOR SLAB SCALE: 4" = 1'-0" �� SCALE: 4" 2 X 6 WALL STUDS @ 16" O.C. (TYP.) ° ° ° ° ° ° 0 0 0 ° ° 0 0 0 0 ° ° ° ® 0 ° o 3/4" T&G APA RATED SUBFLOOR; GLUED ° GIRDER (SEE PLAN) 0)® ° & NAILED TO FLOOR JOISTS W/#8D NAILS FASTENING SCHEDULE: @ 4" O.C. ALONG PANEL EDGES & 6" ALONG ° (4) ROWS #12D NAILS @ 16" INTERMEDIATE FRAMING MEMBERS ° O.C. W/2" EDGE DISTANCE 10 o ° SIMPSON 1 :)S418 71z' ° 5/8" GALV. BOLTS 10 1 ° N ° o ° °° °° ° 8" X 8" T.W. PILE NOTE: REQUIRED ONLY WHER 8X8 PILE CROSS ° ° SECTION NOTCHED GREATER THAN 50%. SHALL BE o 0 PLACED ON EXTERIOR AND INTERIOR FACE OF PILE. ° 6" APA RATED EXPOSURE I ° SHEATHING W/SOLID BLOCKING @ ALL PANEL GIRDER (SEE PLAN) ® ° FLOOR JOISTS EDGES ATTACHED W/ #8D GALV. NAILS @ 6" FASTENING SCHEDULE: ° o SEE PLAN ® O.C. ALONG ALL PANEL EDGES AND 12" O.C. (4) ROWS #12D NAILS @ 16" ® ° ° ALONG INTERMEDIATE FRAMING. SET NAIL O.C. W/2" EDGE DISTANCE ® ° HEAD FLUSH W/EXTERIOR FACE OF SHEATHING SIMPSON PS418 ° ° ° (TYP) 5/8" GALV. BOLTS �6 RIM BOARD DROPPED GIRDER (SEE PLAN FOR SIZING AND 8" X 8" T.W. PILE 8"X8" PILE LOCATIONS) 8TH BOLTS NOTE: SIMPSON PS418 REQUIRED ON OPPOSING SIDES TYPICAL PILING DETAILS W1WASHERS OF PILE, TYPICAL NOT TO SCALE BE CON l 1 ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: FRAMING PLANS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: - •a Z SEAL - Z 0326213 : 2Z ``/27/22 fl � �— © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: (2) 2" X 12" (2) 2" X 12" (2) 2" X 12" (2) 2" X 12" (2) 2" X 12" (2) 2" X 12" (2) 2" X 12" PT GIRDER PT GIRDER PT GIRDER PT GIRDER PT GIRDER PT GIRDER PT GIRDER ABOVE NOTCHED ABOVE NOTCHED ABOVE NOTCHED ABOVE NOTCHED ABOVE NOTCHED ABOVE NOTCHED ABOVE NOTCHED INTO PILING INTO PILING INTO PILING INTO PILING INTO PILING INTO PILING INTO PILING — — — —� — —� — — — -N — — — � — — X — Q Qwb Q CONCEALED U „ U „ CU = w 0 U_ Lu GALV. HANGER ENO ��O ENO �Lu >QNwUz BY SIMPSON 0-0 10 w 0 10 w 0 10 x " 0 � _ � � 16" DEEP PREMANUF. x 0 0 (HUCQ210-ZSDS) =0 10 10 N Z N Q OPEN WEB FLOOR ABOVE N(D z NUU� UU� zu w0 w0 �> N=> N�> `�'�>Oz U °m @16"O.C.(MIN.)BYOTHERS INS>Z w 0 w 0 w 0 co — ► m— U U U Q Q (3) 2" X 12" PT GIRDER m Q m m Q Q ABOVE NOTCHED (3)1 4" X 7 4' LVL INTO PILING CONTINUOUS (SET THIRD INSIDE) HEADER ABOVE NCEALED (2) 2" X 12" w = O N w U z I GALV. HANGER BY SIMPSON CONCEALED PT GIRDER FLUSH LVL END CONCEALED x 0 z (HUCQ210-ZSDS) GALV. HANGER Lu ABOVE NOTCHED () 3 STUD BEAM ABOVE GALV. HANGER N U 0 > ' BY SIMPSON AGE (HUCQ210-ZSDS) N U Z Lou 0 INTO PILING POST BOTH WALL BY TRUSS BY SIMPSON SIDES MFG. SDS) N w m 2 2" X 12" ( ) GIRDER ROOF X CONCEALED (HUC212-2 CONCEALED V ABOVE NOTCHED Z rKrvu1w N O w O GALV. HANGER 0 ? BY SIMPSON LINE OF CANT. ROOF co (HUCQ210-ZSDS) ABOVE Q w N w z_ x0OJ a'Zo `v0w0 N 0-Z > ~ m Q 2" X 6" PT Q CEILING JOISTS U O ABOVE @ 16" O.C. N x�0- (2) 2" X 12" N z PT GIRDER N O (2) 2" X 12" I ABOVE NOTCHED = co PT GIRDER INTO PILING Q ABOVE NOTCHED INTO PILING SLOPED (3) STUD_V CLG POST BOTH ABOVE SIDES FLAT CLG J w �j ABOVE 0 J O �uzz �� EL O�Q �> N w 0 = CC) 0 xOZ co xQ in N Q w (V cn w SLOPED CLG ABOVE Q 7,w (2)2"X12" z PT GIRDER x 0 ABOVE NOTCHED w INTO PILING cr > �0Z m Q Q Lu 04 Lu x00 Z NUw0 N > ~ Dm Z Q 1/ SHEAR WALL NOTE: SW PROVIDE 2' INTERIOR PLYWOOD AT SHEAR WALLS INDICATED ON THE PLANS BY THIS SYMBOL AND DOTTED LINE. SDWF2720-TUW EACH SIDE OF ROUGH OPENINGS AND AT 32" O.C. AND 12" FROM END OF WALL. IN LIEU OF PLYWOOD ON INTERIOR FACE OF WALL, RSP4 STUD TO PLATE TOP AND BOTTOM W/CS16 STRAPPING HORIZ. HEADER TO KING STUD, TYPICAL. r� z X � w z0 Q Q M U Lu 2" X 6" CEILING JOISTS ABOVE @ 16" O.C. (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING CONCEALED GALV. HANGER BY SIMPSON (HUCQ210-ZSDS) 2" X 6" PT CEILING JOISTS ABOVE @ 16" O.C. / (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING SECOND FLOOR FRAMING PLAN SCALE: 4" = 1'-0" 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS FGALV. HANGER BY SIMPSON (HUCQ210-ZSDS) POTENTIAL LOAD BEARING WALL SW 2" X 12" LANDING 16" DEEP PREMANUF. JOISTS ABOVE OPEN WEB FLOOR ABOVE @ 16" O.C. @ 16" O.C. (MIN.) BY OTHERS _ POTENTIAL (2) 2" X 10" LOAD BEARING FLUSH LANDING WALL DOUBLE JOIST OR > > GIRDER TRUSS BY FLOOR J 0 OPEN OPEN TRUSS MFG. co �0, < xw MIV Q FLUSH BEAM DOUBLE JOIST OR Q ABOVE BY FLOOR GIRDER TRUSS BY FLOOR _ SW TRUSS MFG. TRUSS MFG. FLUSH BEAM ABOVE BY FLOOR ac TRUSS MFG. p 0 :E 0 U- 32'X32' m�� Lu m PSL POST m = v> w AT STAIR N > �>a' J U-0� U- m Q Q OPEN (3) STUD POST BOTH SIDES 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS (3) STUD POST POTENTIAL LOAD BEARING WALL (2) 2" X 10" DROPPED HEADER ABOVE 2"X4"CLG JOISTS ABOVE @ 16" O.C. (3) STUD POST BOTH SIDES FLUSH LVL END (3)1 4" X 7 4' LVL BEAM ABOVE CONTINUOUS WALL BY TRUSS HEADER ABOVE MFG. U V)O �0 = 10 10 o Ua X z _ w N J > U m (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING 4 DOUBLE JOIST OR J w GIRDER TRUSS BY FLOOR J 0 TRUSS MFG. ^'moo° 01 Q X� Lu MI7 Q N = DOUBLE JOIST OR GIRDER TRUSS BY FLOOR TRUSS MFG. 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS >> J0 m 01 Q xcz Lu MIV Q _< N = uj J 0 HIV m 0, Q xW Lu MIV Q -Q N w 1ZINTO PILING (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING Lu N w F Z Ix�0� N z Uw0 N >~ m Z Q w 2"X8"PT Nw�z DECK JOISTS I x 0 O ABOVE @ 12" O.C. �., C� w 0 �(3) STUD I `=r o_ p z POST BOTH SIDES I� w � w Q^ N I� V � J Z X J Q h17 Q (3) STUD I N Lu POST BOTH z w w SIDES 0 CO I J 0 2" X 8" PT DECK JOISTS — ABOVE @ 12" O.C. (3) STUD POST BOTH SIDES n N w U z x00 NUw0 (3) STUD CONCEALED N > � o z POST BOTH GALV. HANGER p SIDES BY SIMPSON J Q (HUCQ210-ZSDS) Q FLUSH LVL END Lu BEAM ABOVE w U z WALL BY TRUSS x 0 MFG. Q C_ O Q = DROP CEILINGS AT > I > v m — CONCEALED I w O `~ ''' z HALLWAYS AS REQ'D. FOR > m N GALV. HANGER O HVAC, V.I.F. J Q Q (T) BY SIMPSON X IL O m I GIRDER (HUC212-2 SDS) I N O U- 10ABOVE m 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE (HUCQ210-ZSDS) Q Q @ 16" O.C. (MIN.) BY OTHERS = = O —21 (2) 2" X 12" CONCEALED CONCEALED I w N 0 J x 0Z PT GIRDER ABOVE NOTCHED GALV. HANGER GALV. HANGER o N (� w O INTO PILING BY SIMPSON BY SIMPSON N > 0 Z Q (HUCQ210-ZSDS) (HUCQ210-ZSDS) w Q I NwUZ - - - - Dz (2) 2—"X 12" (2) 2" X 12" FLUSH LVL END N Lu w0 PT GIRDER PT GIRDER BEAM ABOVE N > ABOVE NOTCHED ABOVE NOTCHED BY TRUSS MFG. p z INTO PILING INTO PILING Q Qw 16" DEEP PREMANUF. I N w w z N w U z z OPEN WEB FLOOR ABOVE x 0 U x 0 O J o @ 16" O.C. (MIN.) BY OTHERS N (D Q O O 04 w Lu ZZ c�~> ~ 0 Z w N (2) 2" X 12" (2) 2" X 12" (3) 2" X 12" PT GIRDER (2) 2" X 12" FRAMING NOTE: PT GIRDER PT GIRDER ABOVE NOTCHED PT GIRDER SEE 1 /S 1.1 FOR PILING ABOVE NOTCHED ABOVE NOTCHED INTO PILING ABOVE NOTCHED DIMENSIONS AND NOTES INTO PILING INTO PILING (SET THIRD INSIDE) INTO PILING STRUCTURAL NOTES: 1. ALL CONSTRUCTION MEANS AND METHODS NOT SPECIFICALLY ADDRESSED BY ARCHITECT SHALL CONFORM TO THE LATEST REQUIREMENTS OF NC STATE RESIDENTIAL CODE FOR 1 & 2 FAMILY DWELLINGS 2018 NCRC. 2. ALL WINDOWS TO BE DESIGNED FOR 130 MPH WIND VELOCITY. WINDOW ATTACHMENT TO WALL STUDS TO BE DESIGNED BY WINDOW MANUF. OR OTHERS. WINDOW CONFIGURATIONS TO BE VERIFIED FOR INTENDED USE IN HIGH WIND ZONES. WINDOW UNITS IN MULTIPLE CONFIGURATIONS TO B SELF SUPPORTING, MULLIONS TO BE DESIGNED BY MANUFACTURER OR OTHERS. REFER TO NC STATE BUILDING CODE FOR REQUIRED DESIGN GLAZING PRESSURE. 3. ALL WALL FRAMING LUMBER TO BE SPF #2 (Fb=875 psi) UNLESS OTHERWISE SPECIFIED. ALL OTHER FRAMING LUMBER TO BE SYP #2 (Fb=975 psi). FRAMING EXPOSED TO THE ELEMENTS TO BE SYP #2 TREATED WITH 0.25 Ibs/cf CHROMATE COPPER ARSENATE(CCA). IF WOOD IS PRESERVED WITH ALKALINE COPPER QUATERNARY (ACQ) OR COPPER AZOLE (CA): A. USE ZMAX/HDG GALVANIZED CONNECTORS AS A MIN. USE FASTENERS. GALVANIZED PER ASTM A153. B. FOR CONNECTIONS THAT CANNOT BE CHECKED REGULARLY USE TYPE 304 OR 316 STAINLESS STEEL CONNECTORS AND FASTENERS. PILES TO BE SYP #2 TREATED WITH 0.8 Ibs/cf CCA. PILES TO BE DRIVEN TO MIN. DEPTH OF 16-0" BELOW ORIGINAL GRADE MINIMUM U.O.N. 4. PRESUMPTIVE SOIL BEARING CAPACITY ASSUMED TO BE 1 TON/SF AS PER NC STATE RESIDENTIAL CODE TABLE R401.4.1 FOR LOOSE SAND. PRESUMPTIVE PILE BEARING CAPACITY TO BE'TON/FT OF EMBEDMENT. NOTIFY ARCHITECT IN THE EVENT THE ACTUAL SOIL CONDTITIONS DIFFER. 5. BEAMS AND HEADERS TO BE SUPPORTED AT ENDS AS FOLLOWS: A. ONE 2" X 4" OR 2" X 6" STUD COLUMN FOR 6-0" MAX BEAM SPAN. B. TWO STUDS FOR BEAM SPAN GREATER THAN 6-0" UNLESS OTHERWISE SPECIFIED. ALL BEARING HEADERS AND HEADERS OVER 6-0" LONG TO BE TWO 2" X 10" OR THREE 2" X 8" UNLESS OTHERWISE SPECIFIED. PROVIDE SOLID BEARING FROM BEAM TO FOUNDATION. PROVIDE SIMPSON CS16 STRAP AT ALL HEADERS MARKED WITH "S". 6. ALL RAFTERS TO BE SECURED AT WALL PLATE WITH SST-H-10 AND AT RIDGE WITH 2" X 4" WIND TIES WITH FIVE 10d NAILS PER CONNECTIONS. SEE TYPICAL COLLAR TIE DETAIL FOR FURTHER INSTALLATION DETAIL. ALL HIPS AND VALLEYS TO BE SECURED TO WALL PLATE AND AT ALL POSTS WITH SST CS-16. 7. STRUCTURAL SHEATHING TO BE �b" APA RATED SHEATHING. NAIL SPACING SHALL BE 8d AT 6" O.C. ALONG VERTICAL EDGES OF PANEL AND 12" O.C. AT INTERMEDIATE VERTICAL FRAMING. HORIZONTAL NAIL SPACING AT DBL TOP PLATES, BAND JOISTS, AND GIRDERS SHALL BE TWO ROWS OF 8d STAGGERED AT 3" O.C. ALL PANEL EDGES ON WALL WITH MORE THAN 50% OPENINGS TO BE SUPPORTED BY BLOCKING. 8. USE TWO $' DIA. GALV. STEEL BOLTS AT EACH PILING TO GIRDER CONNECTION. IF PILING IS NOTCHED SO THAT THE CROSS-SECTION IS REDUCED BY MORE THAN 50%, USE ONE 7 Ga 4" X 18" GALV. STRAP WITH FOUR $" DIA GALV. THROUGH BOLTS AT EACH GIRDER TO PILE CONNECTION. STAGGER GIRDER JOINTS OVER PILES. 9. PROVIDE DOUBLE JOISTS BELOW ALL PARALLEL LOAD BEARING WALLS AND SOLID BLOCKING UNDER ALL PERPENDICULAR WALLS. 10. CONNECTORS TO BE INSTALLED AS PER MANUF. INSTRUCTIONS. 11. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL STANDARDS, PROVISIONS, REQUIREMENTS, METHODS OF CONSTRUCTION AND USES OF MATERIALS, IN BUILDINGS AND/OR STRUCTURES PROVIDED BY THE NORTH CAROLINA STATE BUILDING CODE, ANY OTHER LOCAL AGENCIES, AND IN ACCORDANCE WITH GOOD ENGINEERING AND CONSTRUCTION PRACTICES. DESIGN LOADS SPACE LIVE LOAD DEAD LOAD FLOOR (PRIMARY) 40 PSF 15 PSF FLOOR (BEDROOM) 30 PSF 15 PSF ATTIC (W/STORAGE) 20 PSF 10 PSF ATTIC (W/O STORAGE) 10 PSF 10 PSF ROOF 20 PSF 15 PSF EXTERIOR DECKS 40 PSF 10 PSF BALCONIES 60 PSF 10 PSF WIND LOAD 130 MPH (EXPOSURE C) 0'2FRAMING NOTES NOT TO SCALE WOOD TRUSSES: 1) THE WOOD TRUSS MANUFACTURER/FABRICATOR IS RESPONSIBLE FOR THE DESIGN OF THE WOOD TRUSSES. SUBMIT SEALED SHOP DRAWINGS AND SUPPORTING CALCULATIONS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE ENGINEER SHALL HAVE A MINIMUM OF FIVE DAYS FOR REVIEW. THE REVIEW BY THE ENGINEER SHALL BE FOR OVERALL COMPLIANCE WITH THE DESIGN DOCUMENTS. THE ENGINEER SHALL ASSUME NO RESPOSIBILITY FOR THE CORRECTNESS FOR THE STRUCTURAL DESIGN FOR THE WOOD TRUSSES. 2) THE WOOD TRUSSES SHALL BE DESIGNED FOR ALL REQUIRED LOADINGS AS SPECIFIED IN THE NORTH CAROLINA BUILDING CODE, THE ASCE STANDARD "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (ASCE 7-10), AND THE LOADING REQUIREMENTS SHOWN ON THESE SPECIFICATIONS. THE TRUSS DRAWINGS SHALL BE COORDINATED WITH ALL OTHER CONSTRUCTION DOCUMENTS AND PROVISIONS PROVIDED FOR LOADS SHOWN ON THESE DRAWINGS INCLUDING BUT NOT LIMITED TO HVAC EQUIPMENT, PIPING, AND ARCHITECTURAL FIXTURES ATTACHED TO THE TRUSSES. 3) THE TRUSSES SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS) LATEST EDITION AND THE LATEST EDITION OF THE "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES". 4) THE TRUSS MANUFACTURER SHALL PROVIDE ADEQUATE BRACING INFORMATION IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING, AND BRACING METAL PLATE CONNECTED WOOD TRUSSES (HIB-91) AND/OR BCSI-GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RESTRAINING & BRACING of METAL PLATE CONNECTED WOOD TRUSSES. THIS BRACING, BOTH TEMPORARY AND PERMANENT, SHALL BE SHOWN ON THE SHOP DRAWINGS. ALSO, THE SHOP DRAWINGS SHALL SHOW THE REQUIRED ATTACHMENTS FOR THE TRUSSES. 5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER HANDLING AND ERECTION OF THE TRUSSES AND FOR THE INSTALLATION OF PERMANENT AND TEMPORARY BRACING. THE CONTRACTOR SHALL ENSURE THAT THE TRUSSES ARE NOT DAMAGED DURING ERECTION AND THAT THEY ARE MAINTAINED IN ALIGNMENT BEFORE, DURING, AND AFTER CONSTRUCTION. 6) SUPPORT SHALL BE PROVIDED FOR ALL NON -LOAD BEARING PARTITIONS PARALLEL TO THE TRUSSES. THIS SUPPORT SHALL EITHER BE ACHIEVED BY INSTALLING AN EXTRA TRUSS UNDER THE PARTITION OR BY PROVIDING 2x BLOCKING ATTACHED TO EACH ADJACENT TRUSS WITH A JOIST HANGER. EITHER METHOD MAY BE USED, HOWEVER THIS DESIGN IS THE RESPONSIBILITY OF THE TRUSS MANUFACTURER AND SHALL BE PROVIDED EVEN IF THE PARTITIONS ARE NOT SPECIFICALLY NOTED ON THE PROPOSED TRUSS LAYOUT. 7) ANY CHORDS OR TRUSS WEBS SHOWN ON THESE DRAWINGS HAVE BEEN SHOWN AS A REFERENCE ONLY. THE FINAL DESIGN OF THE TRUSSES SHALL BE PER THE TRUSS MANUFACTURER. CONCRETE NOTES: 1. MIN. 4,000 PSI CONCRETE. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60, Fy= 60 ksi 2. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318 AMERICAN CONCRETE INSTITUTE BUILDING CODE AND COMMENTARY. 3. ALL STEEL, INCLUDING SHEAR REINFORCEMENT MUST BE ADEQUATELY COVERED BY CONCRETE. 4. LAP REINFORCING A MINIMUM OF 25" FOR CONTINUOUS RUNS. BENDS TO BE PLACED AT CORNERS. 2" X 8" PT. BAND PORCH ROOF ASSEMBLY FLASH AS REQ'D. FASTEN W/8' DIA. ARCH. ROOFING PER OWNER SELECTION BOLTS @ 32" O.C. AND EXTERIOR ELEVATIONS CAULK ALL HOLES WITH 30 # BUILDING FELT OR MFG. GALV. SIMPSON--\, 2" X 8" SOLID RECOMMENDED UNDERLAYMENT HANGER @EACH RAFTER BLOCKING FASTEN $" APA RATED SHEATHING- EXPOSURE 1 12 W/(4) # 12D NAILS 2" X 10" PT ROOF RAFTERS @ 16' O.C. SEE ROOF VARIES AT EACH END, TYP. 2" X PT CLG JOISTS @ 16" O.C. PLAN VENTED CEMENTICIOUS SOFFIT BOARD FOR TYPICAL FLOOR TRUSS H10 SIMPSON GALV. OVERHANG SEE DETAIL 2/S1.3 HURRICANE CLIP SEE BUILDING SECTIONS FOR CLG. JOIST —_ —_ 2 X 4 OUTLOOKERS SIZING @ 16" O.C. _ W/VENTED SOFFIT GALV. SIMPSON HANGER W/LEDGER AND 8" BOLT = FLASH AS REQUIRED -0 TO SOLID BLOCKING 1" X 2" TRIM BOARD O 1" X 6" FACIA BOARD n rn 1" X TRIM BOARD, 2" X 12" PT GIRDERS, NOTCHED INTO = v SEE ELEVATIONS FOR 8' PILING, (2) 8' THRU BOLTS, TYP. i Z O SIZING I DECORATIVE PVC BRACKET I I 0 z DECORATIVE PVC MOLDING, = n 'T' TYPICAL EXTERIOR WALL CUT AS REQ'D. FOR BRACKET, TYP. = ASSEMBLY SEE 2/A1.1 I I BOX OUT GIRDER AS REQ'D. PER EXT. ELEVS 8" X 8" PT PILING W/16EMBED MIN. AND PVC COLUMN WRAP PORCH DETAIL, TYPICAL SCALE: 4" = 1'-0" BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NHME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: FRAMING PLAN ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: NSIEAL CAR 5.Z Z 032628 : z y . <v - ,,,� .N,. 'R,27/22 p C, u � Sr�-ra,c�s o� C) 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: S 1.2 SHEAR WALL NOTE: SW PROVIDE 2' INTERIOR PLYWOOD AT SHEAR WALLS INDICATED ON THE PLANS BY THIS SYMBOL AND DOTTED LINE. SDWF2720-TUW EACH SIDE OF ROUGH OPENINGS AND AT 32" O.C. AND 12" FROM END OF WALL. IN LIEU OF PLYWOOD ON INTERIOR FACE OF WALL, RSP4 STUD TO PLATE TOP AND BOTTOM W/CS16 STRAPPING HORIZ. HEADER TO KING STUD, TYPICAL. (3) STUD POST BOTH SIDES JO =I� m � Q X w rivQ N = 54'X54' PSL POST BOTH SIDES (3) STUD POST BOTH SIDES 2" X 6" CEILING JOISTS ABOVE @ 16" O.C. TRUSS MFG. Lu > O TO LOCATE 0 :2 POTENTIAL CONT. BEAM m Q BEARING WALLS OVER WALL/ W/ROOF HEADER I Lu m M AND FLOOR = O LOADS, THROUGHOUT 2" X 6" CEILING U- m THE STRUCTURE (2)2"xx10" DROPPED HEADER ABOVE TYPICAL FLOOR/CEILING FINISHED FLOOR, COORD. W/OWNER 4" T & G PWD FLOORING- GLUED & SCREWED LAP PLYWOOD OPEN WEB FLOOR JOISTS (SEE FRAMING PLAN OVER FLOOR SYSTEM FOR DEPTHS) @ 16" O.C. W/CONTINUOUS STRONGBACK BRIDGING AS REQ'D. BY JOIST MFG. (6 4') R-19 BATT INSULATION MIN. SINGLE PLY LVL RIM BAND 2' GWB W/TEXTURED KNOCK -DOWN FINISH (3) STUD BY TRUSS MFG. SW - POST BOTH SIDES = ADD CRUSHER 16" DEEP PREMANUF. - BLOCKS AS REQ'D. BY OPEN WEB FLOOR ABOVE J 1.0 TRUSS MFG. - - @ 16" O.C. (MIN.) BY OTHERS > >O DOUBLE PLATE— ( X w 0 - Q CONCEALED N = GALV. HANGER (3) STUD BY SIMPSON TYPICAL EXTERIOR WALL I POST BOTH 16" DEEP PREMANUF. - (HUC212-2 SDS) ASSEMBLY SEE 2/A1.1 SIDES OPEN WEB FLOOR ABOVE (2) 2" X 12" @ 16" O.C. (MIN.) BY OTHERS PT GIRDER I SW - ABOVE NOTCHED INTO PILING 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS VERIFY 2" X 4" JOISTS ABOVE W/ENGINEER CEILING DROP CEILINGS AT @ 16" O.C. IN THE FIELD, JOISTS ABOVE HALLWAYS AS REQ'D. FOR TYPICAL @ 16" O.C. ► HVAC, V.I.F. — (2) 2" X 10" -(3) STUD SW (3) STUD DROPPED POST BOTH > 2" X 12" LANDING POST BOTH HEADER SIDES J 0 �17 coJOISTS ABOVE SIDES ABOVE > > 01 Q @ 16" O.C. I m 16" DEEP 0 r O o Q PREMANUF. m > 0 � - Lu OPEN WEB = 0 "' �I�p FLOOR ABOVE J =)0 FLUSH LANDING J Q " ~ _ @ 16" O.C. HIV Q m (MIN.) BY OTHERS z Q X 1 OPEN OPEN w MIV z Q w = FLUSH BEAM HANGER I (3) STUD POST BOTH 54'X54' PSL POST BOTH SIDES J W N J�0 0 m �z< x�=W w M�7 O in Q nu Lu 54,X54, PSL POST BOTH SIDES (3) STUD POST BOTH SIDES CONT. BEAM OVER WALL/ HEADER TRUSSED FLOOR NOTE: TRUSS FLOOR SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. ABOVE BY FLOOR AS REQ'D. SIDES TRUSS MFG. 3 1" X 3 �" �' DOUBLE O J w > PSL POST :2 O JOIST OR � 0 � POTENTIAL > J O =17m AT STAIR Q J ,� GIRDER TRUSSOINT m OR FLUSH LOAD Q °° LOAD BEARING I WALL m N m C X Lu > � LVL BEAM ABOVE � > > Imp BY I" U- 0 16" DEEP PREMANUF. N w OPEN m TRUSSOMOFG. I OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS (3) STUD - POST (2) 2" X 10" (3) STUD DROPPED POST BOTH SW HEADER ABOVE SIDES POTENTIAL LOAD OPEN BEARING WALL 2" X 4" CEILING JOISTS ABOVE @ 16" O.C. FLUSH BEAM ABOVE BY FLOOR TRUSS MFG. > u- 0:E m Q� 2" X 6" CEILING JOISTS ABOVE w m 0 @ 16" O.C. V _ emu_ U-m _ \ THIRD FLOOR FRAMING PLAN SCALE: 4" = 1'-0" 2" X 6" CEILING JOISTS ABOVE @ 16" O.C. I (2) 2" X 12" HEADER ABOVE HANGER AS REQ'D. POTENTIAL LOAD BEARING > > _j O WALL =17 co 01 Q 16" DEEP PREMANUF. w OPEN WEB FLOOR ABOVE = "'IL) @ 16" O.C. (MIN.) BY OTHERS N = 2" X 4" DROP CEILINGS AT CEILING HALLWAYS AS REQ'D. FOR FISTS ABOVE HVAC, V.I.F. @ 16" O.C. 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS 2" X 4" (3) STUD CEILING POST JOISTS ABOVE BOTH @ 16" O.C. SIDES -1171 w in ErI�=�o O z z �0�� z � CONCEALED I X O O GALV. HANGER m w BY SIMPSON I c) Q (HUC212-2 SDS) w Lu �O Cq co 2" X 8" PT. Cq DECK JOISTS N ABOVE @ 12" O.C. (3) STUD POST BOTH SIDES CANTILEVERED FLOOR LONG SPAN GIRDER ABOVE, -' PLYWOOD TO BE (2) 1 4" X 11 4' PWT N ONE SIDE OF EACH I TREATED LVL, 2.0E JOIST, ATTACH TO DECK WITH 8" DIA. BOLTS @ 16" O.C. TO ENDS OF WEBJOIST VERTICALS AND/OR SOLID 2 X - I BLOCKING, APPLY SIMPSON GALV. H2.5 HOLD-DOWN EACH JOIST 2'-0" 2'-0" CANT. CANT. 2" X 8" PT. I DECK JOISTS _ ABOVE @ 12" O.C. I _ -(3) STUD POST BOTH SIDES 2" X 8" PT. DECK JOISTS ABOVE @ 12" O.C. C14ww X 0 > N(m (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING o w (ouzo CONCEALED � J z GALV. HANGER zz E: n BY SIMPSON X > O (HUC212-2 SDS) = O z �_ (V Q N (2) 2° x 12° Lu w > SW PT GIRDER X a- o >0 16" DEEP PREMANUF. ABOVE NOTCHED 04 0 ,Q Q OPEN WEB FLOOR ABOVE I INTO PILING N _ @ 16" O.C. (MIN.) BY OTHERS I >> JO (3) STUD DO NOT �,� Q POST BOTH CUT TRIM x w SIDES AT HEAD "moo N = I 16" DEEP PREMANUF. OPEN WEB FLOOR ABOVE @ 16" O.C. (MIN.) BY OTHERS (3) STUD SW POST BOTH SIDES LAP PLYWOO OVER FLOOR SYSTEI DOUBLE PLY LVL END JOIN BY TRUSS MF( ADD CRUSHE BLOCKS AS REQ'D. B TRUSS MF( DOUBLE PLAI TYPICAL EXTERIOR WAl ASSEMBLY SEE 2/Al WALL TO FLOOR DETAIL, PERPENDICULAR WALL TO FLOOR DETAIL, PARALLEL SCALE: 4" = 1'-0" 3 SCALE: 4" = 1'-0" TYPICAL EXTERIOR WALL ASSEMBLY SEE 2 / Al. 1 FLASH AS REQ'D., CONT. ICE AND WATER SHIELD ENCLOSED PORCH ROOF AS REQUIRED LOW ROOF FRAMING ARCH. ROOFING PER OWNER SELECTION DETAIL SEE 3/S1.2 FOR W/30 # BUILDING FELT OR MFG. RECOMM. UNDERLAYMENT '3�3 i 12 MORE INFO. 5"APA RATED SHEATHING- EXPOSURE 1 ���� - VARIES ' TYPICAL FLOOR TRUSS AIR BAFFLE CHANNELS, VENT AS REQ'D. 8'' TH. (R-30) BATT. INSULATION m SEE DETAIL 2/S1.3 2" X 10" PORCH RAFTERS @ 16" O.C. AND 2" X 6" CEILING JOISTS @ 16" O.C. / 2' GWB CEILING WITH TEXTURED KNOCK -DOWN FINISH (AS REQ'D) H10 SIMPSON GALV. HURRICANE CLIP OR EQ. AT EACH RAFTER WITH 2" X 6" BLOCKING BET. RAFTERS FLASH AS / REQUIRED SEE 2/S1.5 FOR-` TYP. EAVE NOTES DECORATIVE PVC MOLDING, TYP. 4 ENCLOSED PORCH DETAIL SCALE: 4" = 1'-0" TREX TRANSCEND RAILING SYSTEM W/TREX CLAD PT POST SLEEVE, POST CAP AND POST SLEEVE SKIRT, TOP/BOTTOM RAILS PER MFG. 0 1 ST FLOOR DECK 2" X 8" PT WOOD BAND ON 2"X4" PT LEDGER WITH 2" X 12" FLUSH PT GIRDER (SEE PLAN FOR NUMBER OF PLYS) NOTCHED INTO 8" X 8" PT PILING, WITH (2) 8' THRU BOLTS, TYP. DECK PILING 8"X8"PT WOOD PILING W/16-0" PENETRATION MIN. (TRIM OUT PER ELEVATIONS) DECKING 4" X 6" TREX TRANSCEND DECKING OVER 2"X8"PT JOISTS @ 12" O.C. TYPICAL GUARDRAIL DETAIL SCALE: 4" " = 1'-0 LAP PLYWOOD — OVER FLOOR SYSTEM z 2" X 4" PT LEDGER W/2" X 12" PT BAND, MIN. (5) 12D NAILS @ EACH JOIST, FLASH AS REQ'D TYPICAL FLOOR/CEILING SEE DETAIL 2/S1.3 8" DIA. THRU BOLTS @ 32" O.C. AT S RIM JOIST AND 2" X 8"BACKER TO RECEIVE DECK BAND BOLTING SINGLE PLY LVL RIM BAND BY TRUSS MFG. DECK TO HOUSE DETAIL SCALE: 4" = 1'-0" SIMPSON HANGER— ---SIMPSON HANGER @ EACH JOIST @ EACH TRUSS PER MFG. DOUBLE PLATE FLUSH BEAM BY TRUSS MFG. AS REQ'D. (OR WALL BELOW, SEE PLAN FOR MORE INFO.) TREX TRANSCEND RAILING SYSTEM SOLID W/TREX CLAD PT POST SLEEVE, BLOCKING POST CAP AND POST SLEEVE TO MATCH SKIRT, TOP/BOTTOM z JOIST RAILS PER MFG. � DECKING 0 4" X 6" TREX TRANSCEND DECKING GALVANIZED OVER 2" X 8" PT HURRICANE JOISTS CONNECTION @ 12" O.C. BY SIMPSON STRONGTIE 1ST FLOOR EACH JOIST DECK O X -4 c'') Q 2" X 8" PT WOOD BAND (TO MATCH JOIST DEPTH, SEE PLAN) +/- 24" MAX. CANT. DECK JOISTS 2"X12" DROPPED PT GIRDER NOTCHED INTO PILING, W/(2) 8" THRU BOLTS, TYP. DECK PILING----' 8"X8"PT WOOD PILING W/ 16"-0" PENETRATION MIN. (TRIM OUT PER ELEVATIONS) CANTILEVERED DECK DETAIL SCALE: 4" = 1'-0" DOUBLE TOP PLATE FASTEN W/ (2) ROWS #12D NAILS @ 6" O.C. (TYP.) 2 X 6 WALL STUDS @ 16" O.C. (TYP.) 2 X 6 BLOCKING @ ALL PANEL EDGES FASTEN W/(2) #12D NAILS EACH SIDE DOUBLE BOTTOM PLATE FASTEN W/ (2) ROWS #12D NAILS @ 6" O.C. (TYP.) SHEATHING DETAIL AT GARAGE NOT TO SCALE 2" X 4" PT TIE -DOWN @ EACH JOIST, CONNECT W/ (5) 10D NAILS PER CONNECTOR APA RATED STRUCTURAL HEATHING ORIENTATED DRIZONTALLY W/VERTICAL =AMS STAGGERED AND ALL NNEL EDGES FULLY BLOCKED. 1EATHING SHALL BE GLUED ND NAILED W/#IOD NAILS 4" O.C. ALONG PANEL EDGES ND 6" O.C. ALONG ITERMEDIATE FRAMING (EMBERS. BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NHME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: FRAMING PLAN ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: CARO (�..... - •a SEAL L - Z Z 032628 : 2 A. � ``� `` /27/22 q• D. �- O 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: S193 REDUCED PLATE HEIGHT SW 5 4' X 5 4' PSL POST I BOTH SLOPED SIDES CLG 1 ABOVE J Lu J�0 Om z< X F w 0 Q w 54'X54' I PSL POST BOTH — SIDES J W N 1 0 Om I z< xzm w MTV O 0 �U= I 5 I. X 5 I. — PSL POST BOTH SW SIDES FLAT CLG ABOVE 2" X 8" CEILING JOISTS ABOVE @ 16" O.C. FLAT CLG ABOVE SLOPED CLG ABOVE (3) STUD POST BOTH SIDES (3) STUD S W POST BOTH SIDES U — z° 1 J 0 J @ FLAT CLG U Lu - HIV m < ABOVE > 0 o N N N = O 0 w N O I X0-u-> I DROPPED 2" X 6" CEILING JOISTS SOFFIT @ 16" O.C. ABOVE FLAT CLG FLAT CLG ABOVE ABOVE +/_ g_p 2" X 6" (2)1 4" X 11 8' LVL DROPPED CEILING JOISTS BEAM ABOVE, 2.0 E SW O @ 16" O.C. D rABE 2" X 8" COLLAR TIES ABOVE @ 16" O.C. FLAT CLG ABOVE (4) STUD POST AT CORNER OF CUPOLA FLUSH LVIL BEAM ABOVE (2) 1 4" X 11" LVL (CUT), 2.0E W/(1)1 " X 10" STEEL FLITCH (A36 (2)1 4" X 1 1 8' FLUSH LVL BEAM ABOVE, 2.0E UJ J Lu ' O J O J O FLAT CLG Q "' OPEN "' `1' ABOVE o U- > u- > >O co Q SIMPSON Q X co w"�� x � m HUCQ210-2SDS HANGER x "�� I m N N SLOPED CLG ABOVE SLOPED CLG ABOVE REDUCED PLATE HEIGHT (2)1 4" X 11 $' FLUSH LVL (2) 1 4" X 1 1 4' BEAM ABOVE, 2.0E LVL BEAM 2.0E I LAB G I 5 4' X 5 4'VE PSL POST BOTH SIDES J W J 0 0 m �ZQ x�=M W o 0 �U= Q J W J>U OQ UQO 0 C) V) — w x�@) SIMPSON H U C Q210-2S DS HANGER FLAT CLG ABOVE 3" STUD FLUSH LVL BEAM ABOVE 5 4' X 5 4 POST BOTH PSL POST BOTH SIDESzi. (3) 1 4" X 11"LVL (CUT), 2.0E SIDES 54,X54, PSL POST BOTH SIDES :2 m O JO Jz >0 J Q J n W HIV W a, x 0 x>O�Q �m �Q caw �Q� zq -- w � Q Lu w = SLOPED CLG ABOVE W/(2)1 X 10 STEEL FLITCH (A36) J W N 2" X 8" COLLAR 0 m TIES ABOVE @ 16" O.C. Z Q X �= w z0 0 FLAT CLG SLOPED c� ULu ABOVE CLG ABOVE I 5 4X 5 4' PSL POST BOTH U O U� z J@) w w U> =0 co m FLAT CLG x Q ABOVE `~ THIRD FLOOR CEILING FRAMING PLAN SCALE: 4" = 1'-0" SIDES (2)2" X 10" SLOPED DROPPED CLG SOFFIT ABOVE ABOVE FLAT CLG I FLAT CLG ABOVE ABOVE FLAT CLG +/ 8'-0" ABOVE ` *1mx--#, 2" X 6" CEILING JOISTS @ 16" O.C. FLAT CLG ABOVE U O z� J @ w w U> �0 m xQ N N V) 0 I > JLu 0 m r� Q xM w �o N = I �sw (3) STUD POST BOTH SIDES TRUSSED FLOOR NOTE: TRUSS FLOOR SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL CONTRACTOR BEFORE SUBMITTAL. THE ENGINEER'S REVIEW IS TO BE FOR CONFORMANCE WITH THE DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE RELEVANT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. TRUSS MFG TO DESIGN END WALL TRUSSES FOR ALL LOADS ABOVE TYP. REDUCED PLATE HEIGHT REDUCED PLATE HEIGHT CEILING FRAMING NOTE: G.C. TO REVIEW 2ND FLOOR TRUSS DEPTH AND SPACING W/TRUSS MFG AND ENGINEER IN THE FIELD TO CONFIRM THAT PREMANUFACTURED TRUSSES WILL WORK AS SHOWN. G.C. MAY FALSE FRAME 2ND FLOOR CEILINGS AS REQ'D. TO FURR-DOWN FOR MECHANICAL SYSTEMS/DUCTS. COORDINATE IN THE FIELD WITH THE ENGINEER. SHEAR WALL NOTE: SW PROVIDE 2' INTERIOR PLYWOOD AT SHEAR WALLS INDICATED ON THE PLANS BY THIS SYMBOL AND DOTTED LINE. SDWF2720-TUW EACH SIDE OF ROUGH OPENINGS AND AT 32" O.C. AND 12" FROM END OF WALL. IN LIEU OF PLYWOOD ON INTERIOR FACE OF WALL, RSP4 STUD TO PLATE TOP AND BOTTOM W/CS16 STRAPPING HORIZ. HEADER TO KING STUD, TYPICAL. STANDING SEAM METAL ROOF TYPICAL METAL ROOF DETAILS NOT TO SCALE DOUBLE TOP PLATE (TYP.) SIMPSON LTP-4 @ EACH - END OF HEADER. FASTEN TO KING STUDS/TOP PLATE/HEADER ON INTERIOR FACE OF WALL FRAMING (TYP) 11��7t.�r11� (2) KING STUDS (TYP.) VALLEY NOTE: ATTACHED EXTERIOR SHEATHING W/DOUBLE ROW OF #1OD GALV. NAILS @ 4" O.C. HORIZONTAL SPACING ALONG ALL DOUBLE TOP PLATES, ROUGH OPENING PERIMETERS, AND HEADERS. SET NAIL HEAD FLUSH W/EXTERIOR FACE OF SHEATHING (TYP) TYPICAL HEADER DETAIL NOT TO SCALE RIM BOARD DOUBLE TOP PLATE 2 X 6 SOLID BLOCKING @ PANEL EDGES (TYP.) BOTTOM PLATE DROPPE BE F TYPICAL HOUSE SHEATHING DETAIL NOT TO SCALE NOTE: BOLT OR NAIL COLLAR TIES PRIOR TO REMOVING TEMPORARY RIDGE SUPPORTS %o°° °° o° ° a o 0 4'-0" O.C. TYPICAL COLLAR TIE DETAIL NOT TO SCALE �a OO 2" X 4" HORIZONTAL F STRONG -BACK 8 FT. LENGTH (4'-0" O.C. MIN.) FASTEN TO GABLE WALL & CEILING JOIST W/(2) #12D NAILS @ EACH JOIST, TYP. OPEN SHEATHING AS REQUIRED VENTILATED RIDGE CAP SEE MANUFACTURER FOR ACTUAL SIZE AND SHAPE '7' CLOSURE ON 1" MASTIC TAPE SCREWED TO DECK STANDING SEAM METAL ROOF STRUCTURAL SHEATHING ROOF FRAMING 12 SEE ROOF / PLAN FLASH AS REQ'D.,CONTIN000S ICE AND WATER SHIELD AS REQUIRED OVERFRAMED NEW PORCH ROOF 2" X 10" MIN. NAILER W/(2) SIMPSON SDWS225000DB WOOD SCREWS @ EACH RAFTER OVERFRAMED 2" X 8" MIN. ROOF RAFTERS @ 16" O.C. (SIZE PER ROOF PLAN) 12 VARIES SIMPSON HOLD-DOWN H10 OR H2.5A OR EQUIV. 2"X4"@ 16" O.C. STIFF KNEE TO WALL BELOW AS REQUIRED 6 OVERFRAMING ROOF DETAIL SCALE: 4" = 1'-0" DOUBLE TOP PLATE 16' APA RATED EXPOSURE I SHEATHING W/DOUBLE ROW OF #8D GALV. NAILS @ 4" O.C. HORIZONTAL SPACING ALONG ALL DOUBLE TOP PLATES, ROUGH OPENING PERIMETERS, HEADERS, AND BAND JOISTS. SET NAIL HEAD FLUSH W/EXTERIOR FACE OF SHEATHING (TYP) 16' APA RATED EXPOSURE I SHEATHING W/#8D GALV. NAILS @ 6" O.C. ALONG INTERMEDIATE FRAMING. SET NAIL HEAD FLUSH W/EXTERIOR FACE OF SHEATHING (TYP) 16" APA RATED EXPOSURE I SHEATHING W/DOUBLE ROW OF #8D GALV. NAILS @ 4" O.C. HORIZONTAL SPACING ALONG ALL BLOCKED PANEL EDGES. SET NAIL HEAD FLUSH W/EXTERIOR FACE OF SHEATHING (TYP) NOTE: IN LIEU OF SOLID BLOCKING; SST SP1 (BOTTOM PLATE) AND SST SP2 (TOP PLATE) MAY BE INSTALLED ON EVERY STUD WITHIN 8ft. OF EXTERIOR CORNER AND 48"O.C. BEYOND. RIDGE BEAM SEE ROOF PLAN 2" X 4" WIND TIE SET FLUSH TO RIDGE FASTENED W/ (5) #12D NAILS AT EACH END 2" X 4" VERTICAL STRONG BACK @ 32" O.C. FASTEN W/ (5) #12D NAILS AT EACH END, TYP. 2" X 10" RAFTER @ 16" O.C., MIN. SEE ROOF PLAN 2" X 8" (MINIMUM) COLLAR TIE/CEILING JOIST (SEE FRAMING PLANS FOR FINAL SIZING). LOCATE BELOW TOP' OF RAFTER HEIGHT) W/ (2) 2' BOLTS W/WASHER & NUT AND (5) SIMPSON SCREWS SDW2: @ EACH END (TYP.) �6' MIN. APA RATED SHEATHING- EXPOSURE 1 FASTEN W/#IOD NAILS @ 4" O.C. ALONG PANEL EDGES & 6" O.C. TO INTERMEDIATE FRAMING, (VERIFY THICKNESS W/ROOFING MFG. WARRANTY) H10 SIMPSON GALV. HURRICANE CLIP OR EQ. AT EACH RAFTER WITH 2" X 4" BLOCKING BET. RAFTERS DOUBLE TOP PLATE 6" APA RATED STRUCT. SHEATHING- EXPOSURE 1 12 VARIES 17A, TYPICAL ROOF SEE DETAIL 3/S1.5 ROOF JOIST, SEE FRAMING PLANS BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NHME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: FRAMING PLAN ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: CARO (�.....Zz �` Q' •• ESSIp'. ti O •'pF 'L9.9 — •a SEAL Z Z 032628 : 2 /27/22 11 u �- G Tnu�s `�jCs O 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: S 1.4 12:12 o LINE OF 15'-6' LINE OF SLOPE o MECHANICAL LINE OF 1 � DECK BELOW, ROOF BELOW, 9'-0" CENTER ON RIDGE ROOF ABOVE LOW TYPICAL TYPICAL -— — — — — — — — --- —� oO � �� Q= J O O No4'-0" L \__ - - - - - - - - - - - - - - - - - - - - - - - - V) O 11 o ti' i0r o o w � v 6„ 4 6„ O /� C o „> o A A 1 2"X12" c C +/ X� 'ri x� ,}�, () v O �- _ 2 -0 �;y N V) 0 6:12 SLOPE w w N RIDGE Op,L 2" X 10" RAFTERS N U- O.H. 6:12 SLOPE /� ��\ z O 2-0 FLAT � O p 2'-0" Ln U � F @ 16" O.C. AT HIP U O.H. +/- 20'-0" X C� o O.H. xQ� 0 2" X 10" 2" X 10" o N Lu 1 N b z N z RAFTERS @ 16" O.C. RAFTERS @ 16" O.C. N� NO NO O LINE OF (A U A w � w � STAIRS BELOW, 6" 64�� 11 _TT T - -p------J OVERFRAMED �j TYPICAL u1 o= o= P1 1212 N _ @ CRICKET \- O cN O cN O o U AS REQ'D. :o ° /(A)1O 6x� _ p w LOW � w SR 2-0NQ� _= w> EAVE COw w O- - - - - --OA-O.H. O OLuw oN p= -O-- -� / ,, 6:12 S L Q N ALIGN ROOF 2'-0" 2 2"X10" O.H. � �L- -- � EAVES 6:12S - ---� 2" X 10" PT RAFTERS @ 16" O.C. AT HIP LINE OF STAIRS BELOW, TYPICAL 2'-0" O.H. 4:12 SLOPE 12" . O.H. 2" X 10" PT _ I RAFTERS @ 16" O.C. I I Q w CL o 6 1 N O 00 CL 0 X v) yff N w Q 0 12:12 o, SLOPE(1) 2" X 12" PT RIDGE U N }� C Q ° Lu w X 3'-0" N w 12" N Q O.H. 66 o NO I I 12" 2" X 10" PT O.H. RAFTERS @ 16" O.C. 4:12 SLOPE I 2'-0" I ROOF FRAMING PLAN SCALE: 4" = l'-0" RAFTERS @ y/�0 �O o = L llb, O.C.\Q +-0 Q _ - w RAISED EAVE 4:12 SLOPE ADJUST CRICKET \�\ �O w " ROOF PITCH IN THE FIELD m 4:12 SLOPE X 10" AS REQ'.D RAFTERS @ 16" O.C. 1 6:12 SLOPE 0 = pw > 6:12 SLOPE o Qw J 2" X 10" 2" X 10" RAFTERS @ RAFTERS @ 16" O.C. 16" O.C. OVA FAMED 1 AS R' iJIRED, TYP. w c� I p I CONTINUE VALLEY TO SIDE OF x CUPOLA �I-1 L AS REQ'D. a _ ��� o Fy uj x \3Q `�� u O N V) 1 L w owU J �_ Q ('0 CUPOLA, x 0 66 - SEE 2/S.15 // U o = ��Q N Q i 6o FOR PLAN �'- N O ��, � �\ O.H. Nw N �Q -o w 2" X 10" 2" X 10" 2" X 10" �� 2" X 10" RAFTERS @ RAFTERS @ 16" O.C. RAFTERS @ 16" O.C. \ RAFTERS @ 16, O.C. - 16" O.C. (1) 2"X 12" RIDGE 8:12 8:12 12:12 SLOPE U SLOPE _ 12:12 SLOPE _SLOPE 0 2'-0" Lu 2'-0" i O O.H. c14 O.H. x� 70 °° 11 sQ o 66 =, w I---- _ - b � — = N� �q �\ �No ti'� ��� Lu I\ L X~0 O w N Q `� N 5'-4 3/4" /2/ 13, 6 w Q �Izs x II L JP w a ,C CONTINUE VALLEY N m FYIr TOSIDE x 5'-4 3/4" C CUPOLA u �0\ AS REQ'D. w 1�= LU LU> INo Qw 2" X 10" RAFTERS @ 16" O.C. 4:12 SLOPE .I 2'-0" O.H. w / N0 o= �00Ln NO �U OVERFRAMED �AS REQUIRED, TYP. 12 CUPOLA PLAN O.H. 2 SCALE: 4" = 1'-0" 2" X 10" 2" X 10" RAFTERS @ RAFTERS @ 16" O.C. 16" O.C. 1 2 � l o" 6:12 SLOPE 6:12 SLOPE _ _ RAFTERS @ 16" O.C. - 12" ADJUST CRICKET O.H. ROOF PITCH IN THE FIELD /// 4:12 SLOPE AS REQ'.D T �? 2'-0" O.H. I I 2" X 10" RAFTERS @ 16' O.C. AT HIP p w O �_ X Q N�Ud O�� RAISED SAVE `'y/A p CL o= �> \Q 6:12SL o NO L �w U b:l SL O �,� �0\ / 10 Ua T 1' Q�/ o 'O + ,�\Q 1 _ p o � U L xw0 91�y/�° N� �2'-0" `L O N Q � ��\ O.H. N � OVERFRAMED w 2" X 10" RAFTERS @ 16" O C o = NO LINE OF DECK BELOW, TYPICAL LINE OF STAIRS BELOW, TYPICAL 66 CRICKET AS REQ'D. o ROOF NOTES: 1. ALL HIP/VALLEY MEMBERS SHALL BE FULL DEPTH SECTION ABOVE THE FINISHED FILING ELEVATIONS, TYPICAL AT ALL HIPS AND VALLEYS, FASTEN TO BEARING W/(4) SDWC15600 SCREWS OR S16 W/16" END LENGTH, TYPICAL �+ 0 , 1 � w 2'-0' w x @ /�1 N O. H . n N y/A I/ o +i 1 NO LINE OF ROOF BELOW, TYPICAL 2" X 10" 6:12 SLOPE M C _ RAFTERS @ 16" O.C. - 2 \e C 6:12 SLOPE U 15'-6" ;UPOLA AREA NOTES: OTAL FOOTPRINT AREA OF ROOF 2,233 SF AAX CUPOLA SIZE (10% OF ROOF) OR 200 SF MAX. 200 SF ACTUAL AREA OF CUPOLAS 81 SF (DESIGN COMPLIES) TYPICAL ROOF ASSEMBLY ARCH. ROOFING PER EXTERIOR ELEVATIONS / 30 # BUILDING FELT OR MANF. RECOM. UNDERLAYMENT $' APA RATED SHEATHING- EXPOSURE 1 AIR BAFFLE CHANNELS, VENT AS REQ'D. / 8 2' TH. (R-38c) BATT. INSULATION- 2" X 10" ROOF RAFTERS @ 16" O.C. MIN. (SEE FRAMING PLANS FOR MORE INFO.) 2' GWB CEILING WITH TEXTURED 6 y/�P, KNOCK -DOWN FINISH (AS REQ'D) � / 12 / H10 SIMPSON GALV. HURRICANE CLIP VARIES / w C� AT EACH RAFTER W/2"X j/ w p 0 BLOCKING BET. RAFTERS DOUBLE TOP PLATE FLASH AS REQUIRED TOP PLATE HEIGHT 1" X 2" TRIM BOARD 1" X 6" FACIA BOARD 2" X 4" OUTLOOKERS @ 16' O.C. W/VENTED SOFFIT DECORATIVE PVC BRACKET DECORATIVE PVC MOLDING, CUT AS REQ'D. FOR BRACKET, TYP. 1" X TRIM BOARD, SEE ELEVS OVERHANG VARIES SEE ROOF PLAN EAVE AT CATHEDRAL CEILING SCALE: 4" = 1'-0" TYPICAL ROOF ASSEMBLY SEE 3/S1.5 FOR MORE INFO. <DU Q m w > to SLOPED CEILING RAFTER, SEE COLLAR TIE DETAIL 2/Sl .5 SPRAY FOAM INSULATION OVER WALL PLATE, DO NOT BLOCK ROOF VENTING CHANNELS 12 H10 SIMPSON GALV. HURRICANE CLIP VARIES OR EQ. AT EACH RAFTER WITH / 2" X 4" BLOCKING BET. RAFTERS" / DOUBLE TOP PLATE FLASH AS REQUIRED STOP PLATE HEIGHT 1" X 2" TRIM BOARD 1" X 6" FACIA BOARD 'I 2" X 4" OUTLOOKERS @ 16" O.C. W/VENTED SOFFIT DECORATIVE PVC BRACKET DECORATIVE PVC MOLDING, CUT AS REQ'D. FOR BRACKET, TYP. 1" X TRIM BOARD, SEE ELEVS OVERHANG VARIES SEE ROOF PLAN EAVE AT FLAT CEILING SCALE: 4" DOUBLE TOP PLATE O C0� INTERIOR SHEARWALL SEE STRUCT. PLANS FOR MORE INFO. SOLID TRIM BLOCK BEHIND BRACKET, AS REQUIRED SPRAY FOAM INSULATION OVER WALL PLATE, DO NOT BLOCK ROOF VENTING CHANNELS HURRICANE CLIP AT CRIPPLE WALL/DOUBLE PLATE 2"X4"PT WOOD HOLD- DOWN TYPICAL EAVE SEE 3/S1.5 AND ROOF PLAN FOR OVERHANG DEPTH o ° 6" X 10" PT PT 6" x 6" GIRDERS, TYP. " HALF -LAP DADO JOINT GLUED & THRU-BOLTED w/%" DIA. THRU-BOLT w/WASHER & NUT EACH END (TYP). 2 BOLTS EACH $' TH. THRU-BOLT W/ WASHER & NUT EACH END (TYP). COUNTERSINK AND BLOCK WITHIN WALL AS REQ'D. +/- 3'-5" PT BRACKET STRUCTURAL BRACKET AT GARAGE SCALE: 4" = 1 '-0" w U w m n Ln M + BE CON l 1 ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: FRAMING PLAN ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: �� P •• Essro•• ti O •'pF 'L9.9 2;/ L - •a SEAL Z - Z 032628 ; 2 © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: Sls5 0 N w O m Q > W r) �17 Q W % = _ to �1-zt =) ^O N `-' Z Z I FOUNDATION AND FIRST FLOOR FRAMING PLAN SCALE: "' = 1'-0" CEILING FRAMING PLAN SCALE: "' = 1'-0" 50'-0" 50'-0" i. �niu/-Ni E! u/-Ni icy nwCncC! STRUCTURAL BRACKETS, SEE DETAIL 5/S1.5 (2) 2" X 12" PT GIRDER ABOVE NOTCHE INTO PILING CONCEALED GALV. HANGER BY SIMPSON (HUCQ210-ZSDS) (3) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILING (SET THIRD INSIDE) CONCEALED GALV. HANGER AGE BY SIMPSON ROOF (HUCQ210-ZSDS) FRAMING LINE OF CANT. ROOF ABOVE ROOF FRAMING PLAN SCALE: "' = 1'-0" BEl 1 CON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME: BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina I REVISIONS: DATE: I ISSUED FOR CONST. 15 / 27 / 22 DRAWING NAME: GARAGE FRAMING PLANS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: �• � SSI 'Y ' �O 9 f - •a SEAL L Z Z 032626 : 2 /27/22 STD-�'tiT�cK� a' O 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: S196 OVERFRAMED CUPOLA W/ 2" X 8" RAFTERS @ 16'' O.C. AND 4:12 ROOF SLOPE 2" X 10" RAFTERS @ 16" O.C. AT HIP 3 CABANA ROOF PLAN SCALE: o" = 1 '-0" PT f1Fr V LINE OF 2"X 6" PT HANDRAIL 00 LO 0 POOL SAFETY GATE POOL PATIO CONCRETE SLAB CABANA FLOOR PLAN SCALE: 8" 2'-0" _ . o= O.H. F I ................... -, 12" . O.H. 8:12 SLOPE (1) 2" X 12'' RIDGE L- — — — — — — — — — 3'-10 5/8" _ o = NO 6 S1.7 OUTDOOR SHOWER w n 0 w o'=Vn �uz w O w N Z w w 0 x O Z_ CV m N Q I101 w u O.H. ol N= CL 0-- -0 00 -j � O �x _ V) N Lu 2" X 10" — — .`� RAFTERS @ 16" O.C. () 2" X 12" RIDGE E 8:12 AT HIP SLOPE 00 12„ LO O.H. LO ol U O CV = x O w N Q_ N Lu CIO - — Q — — - — 3'-10 5/8" Meme 2"X4"PT (2) 2" X 12" PT GIRDER (2) 2" X 12" PT GIRDER BREAKAWAY (2) 2" X 12" PT GIRDER ABOVE NOTCHED ABOVE NOTCHED INFILL WALL, TYP. ABOVE NOTCHED INTO PILINGS INTO PILINGS INTO PILINGS STORAGE STORAGE 11 O 11 18" DEEP OUTDOOR CABINETS /j+0 sr+ _ OcP% O 7 i COVERED CABANA STRUCTURE (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILINGS (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILINGS (2) 2" X 12" PT GIRDER ABOVE NOTCHED INTO PILINGS 24" BARTOP (1) 2" X 12" PT (1) 2" X 12" PT (1) 2" X 12" PT (1) 2" X 12" PT GIRDER ABOVE,GIRDER (2) 2" X 12" PT GIRDER ABOVE, GIRDER ABOVE, GIRDER ABOVE, BOLTED TO SIDES OF ABOVE, NOTCHED INTO NOTCHED INTO NOTCHED INTO EACH PILING, TYP. NOTCHED INTO PILING PILING PILING PILING 2" X 8" PT DECK JOISTS N @ 16" O.C. 5-5 1 /2" 4'-5 1 /2" 5'-4" 9'-4" 03 PT DECK ON GRADE w > O N 0to Q w Z (1) 2"X 12" PT CD x rlf� = J N w GIRDER ABOVE, 0 I BOLTED TO SIDES OF —� zz EACH PILING, TYP. (1) 2" X 12" PT GIRDER ABOVE, NOTCHED INTO PILING 00 CONCRETE POOL DECK BY OTHERS WI 9'-1 1'1 CABANA FLOOR PLAN SCALE: $" = 1'-0" (1) 2" X 12" PT GIRDER ABOVE, NOTCHED INTO PILING 5'-4" 8" X 8" PT PILING W/16' EMBED PT DECK LINE OF DUNE MIN, TYP. ON GRADE DECK WALKWAY TO BEACH OUTDOOI SHOWER w n 0 w =V) O () �Z w O w N Z w w 0 x O Z_ 04 m N Q (1) 2" X 12" PT GIRDER ABOVE, NOTCHED INTO PILING 4'-5 1 /2" POOL SAFETY GATE (1) 2" X 12" PT GIRDER ABOVE, NOTCHED INTO PILING 2" X 8" PT DECK JOISTS @ 16" O.C. 5-5 1 /2" ® PT DECK ON GRADE I�>o N c� m z 00 0 — (1) 2" X 12" PT r Q Z Lu 12" 1 2" GIRDER ABOVE, x _ w c� BOLTED TO SIDES OF U I O NON -LOAD EACH PILING, TYP. —0 z BEARING SLAB (1) 2" X 12" PT (SEE DETAIL 4/s1.1(1) 2" X 12" PT (1) 2" X 12" PT GIRDER ABOVE, GIRDER ABOVE, GIRDER ABOVE, NOTCHED INTO _ NOTCHED INTO NOTCHED INTO PILING O PILING PILING O N 0 8" X 8" PT PILING L W/16' EMBED MIN, TYP. CONCRETE POOL 20'-0" 39'-10" DECK BY OTHERS 6 EXTERIOR ELEVATION SCALE: 3" = 1'-�" 12 5 C',--Air.3n_i,rv, 4 txl LKIVK tLtV/-\I IVIV SCALE: 8" " = 1'-0 W, BEXCON ARCHITECTURE + DESIGN, P.L.L.C. P.O. BOX 1827 KITTY HAWK, NC 27949 PH: (252) 441-6767, FAX (252) 261-6045 STRUCTURAL ENGINEER: MICHAEL D. O'STEEN, PE 1720 BAY DRIVE, KILL DEVIL HILLS, NORTH CAROLINA PH: (252) 423-2300 PROJECT NAME'. BONBON RESIDENCE 1477 Ocean Pearl Rd Corolla North Carolina REVISIONS: DATE: ISSUED FOR CONST. 5 / 27 / 22 DRAWING NAME: CABANA PLANS AND ELEVATIONS ISSUED FOR CONSTRUCTION DRAWN BY: CN DATE: 5 / 27 / 22 SCALE: STAMP: ``\``ttttlGAR��/ �N - •a SEAL L Z Z 032626 ; 2 /27/22 �- © 2021-22 BEACON ARCHITECTURE + DESIGN P.L.L.C.- ALL RIGHTS RESERVED SHEET: S1.7 .�i 0 c c ril ¥ � w. �� � � \ �\��. \�.� v \ «:§; �� »a% sa. �)� \: z:�;2 : a«,»«z it • '4 r is 'M, 7 1 nq a •f '(JI�, r � Y N�y15 F a „ f tv� s� c' Yt r 1f t p; 1 Y, 4 P, I. 1 x j [ j \ \ \ , ; M�46� t _ ti t ]:,AP. .5, . �. t� J OCEAN HAZARD AEC NOTICE Project 1s in an: Ocean lerodlble Area Inlet Hazard Area Property Owner: - CA1211les I/ Jo y,rn,— Property Address: L`-ZZ—a6f&& toChZ l 2/ 61,�J Date Lot Was Platted: —.M z c )- /O / 9 � This notice is intended to make you, the applicant, aware of the special risks and conditions. associated with development in this area, which is subject to natural hazards such as storms, erosion and currents. The rules of the Coastal Resources Commission require that you receive an AEC Hazard Notice and acknowledge that notice in writing before a permit for development can be issued. The Commission's rules on building standards, oceanfront setbacks and dune alterations are designed to minimize, but not eliminate, property loss from hazards. By granting permits, the Coastal Resources Commission does not guarantee the safety of the development and assumes no liability for future damage to the development. Permits issued in the Ocean Hazard Area of Environmental Concern include the condition that structures be relocated or dismantled if they become imminently threatened by changes in shoreline configuration. The structure(s) must be relocated or dismantled within two (2) years of becoming imminently threatened, and in any case upon its collapse or subsidence. The best available information, as accepted by the Coastal Resources Commission, indicates that the annual long -tern average ocean rosion rate for the area where your property is located is feet per year. The rate was established by careful analysis of aerial photographs of the coastline taken over the past 50 years. The flood waters in a major storm are predicted to be about /0 feet deep in this area. Preferred oceanfront protection measures are beach nourishment and relocation of threatened structures. Hard erosion control structures such as bulkheads, seawalls, revetments, groins, jetties and breakwaters are prohibited. Temporary sand bags may be authorized under certain conditions. The applicant must acknowledge this information and requirements b i s notice in the space below. Without the proms nature, the application will not be complete. Owner's Signature Date SPECIAL NOTE: This hazard notice is required for development in areas subject to sudden and massive storms and erosion. Permits issued for development in this area expire on December 31 of the third year following the year in which the permit was issued. Shortly before work begins on the project site, the Local Permit Officer must be contacted to determine the vegetation line and setback distance at your site. If the property has seen little change since the time of permit issuance, and the proposed development can still meet the setback requirement, the LPO will inform you that you may begin work. Substantial progress on the project must be made within 60 days of this setback determination, or the setback must be re -measured. Also, the occurrence of a major shoreline change as the result of a storm within the 60-day period will necessitate re - measurement of the setback. It is important that you check with the LPO before the permit expires for official approval to continue the work after the permit has expired. Generally, if foundation pilings have been placed and substantial progress is continuing, permit renewal can be authorized. It is unlawful to continue work after permit expiration. For more information, contact: r� IGzn�.j C t Local Permit Officer Address Locality Canal '�6fl—. Phone Number RECEIVED OCT 0 6 1011 DCM-EC Revised October 2016 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2018-00356 County: Currituck U.S.G.S. Quad: NC -Corolla NOTIFICATION OF JURISDICTIONAL DETERMINATION Requestor: Mr. Charles Sonson Address: 3028 Travis Pond Road Williamsbura. Vir¢inia 23185 Telephone Number: (757) 345-9465 E-mail: csonsonenturviets.com Size (acres) 3.38 Nearest Waterway Atlantic Ocean USGS HUC 03010205 Location description: Nearest Town CoroDs River Basin Albemarle-Chowan Coordinates Latitude:36.42636 Longitude: -75.8 957 RECEIVED OC T 0 6 2022 DCM-EC Indicate Which of the Following Apply: A. Preliminary Determination ® There appear to be wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map revision dated 4/28/2022. Therefore, this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may request an approved JD, which is an appealable action, by contacting the Corps district for further instruction. ❑ There appear to be wetlands on the above described project area/property, that may be subject to Section 404 of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). However, since the wetlands have not been properly delineated, this preliminary jurisdiction determination may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is merely an effective presumption of CWA/RHA jurisdiction over all of the wetlands at the project area, which is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. B. Approved Determination ❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are wetlandson the above -described project area/property subject to the permit requirements of Section 404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ We recommend you have the wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps. ❑ The wetlands on your project area/property have been delineated and the delineation has been verified by the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once verified, this survey SAW-2018-00356 will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years. ❑ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ❑ There are no waters of the U.S., to include wetlands, present on the above -described project area/property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification. ® The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA). You should contact the Division of Coastal Management in in Elizabeth City, NC, at (252) 264-3901 to determine their requirements. Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or placement of structures, or work within navigable waters of the United States without a Department of the Army permit may constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions regarding this determination and/or the Corps regulatory program, please contact Anthony D. Scarbraueh at 910 251-2619 or anthonv.d.scarbrauehnn usace.armv.mil. C. Basis For Determination: Basis For Determination: Plain Reejonal Supplement Version 2. D. Remarks: All aquatic resources within the review area are accurately depicted on the attach plat entitled Charles Sonson Lot 9B Chicago Inc. Wetland Survey Plat, revision dated 04/28/2022. E. Attention USDA Program Participants This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work. F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B. above) If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and Request for Appeal (RFA) form. If you request to appeal this determination you must submit a completed "A form to the following address: RECEIVED US Army Corps of Engineers South Atlantic Division O C T 0 5 2022 Attu: Mr. Philip A. Shannin Administrative Appeal Review Officer 60 Forsyth Street SW, Floor M9 l./ n C Atlanta, Georgia 30303-8803 ®C i V i G C AND PHILIP.A SHANNIN( .USACE.ARMY.MiL in order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you decide to submit an RFA form, it must be received at the above address by Not aonlicable. **It is not necessary to submit an RFA form to the Division Office if you do not Nect to the determination in this correspondence.** Corps Regulatory Official: Date of JD: 6/2/2022 Expiration Date of JD: Not aoolicable om ' r i m O � H1UON � o i m �{ ^�¥$cl3€€&d3F:.tSmGxaa ss Gz n rti 6 c '� py3kk �0. F�1 0L ilia Ztl7d E&AMS saxvZm uxaro x -au a� srm+. -OKI •4 o0vol Io 0 L07 Nosxos s+xo sg �c'rFi"� Nyg�Q>" His d 76� 1 i 1 F` Y TO a v b' Sam U1 1 DIVISION OF COASTAL MANAGEMENT APPLICATION TRANSMITTAL AND PROCESSING RECORD APPLICANT: Charles V. Sonson COUNTY: Curriluck PROJECTNAME: SFR LOCATION OF PROJECT: 1477 Ocean Pearl Road, Corolla DATE APPLICATION RECEIVED COMPLETE BY FIELD: 10-26-22 FIELD RECOMMENDATION: Attached: No To Be Forwarded: Yes FIELD REPRESENTATIVE: Ron Renaldi ICT OFFICE: Elizabeth City DISTRICT MANAGER REVIEW: _(/ Date I0/O-4/1d a z B) DATE RECEIVED BY MAJOR PERMITS UNIT: FEE REC'D: $250 4 III(A) APPLICATION ASSIGNED TO: Bodnar PUBLIC NOTICE REC'D: 11-2-22 ADJ. RIP. PROP NOTICES REC'D: C) 75 DAY DEADLINE: 1-9-23 END OF NOTICE DATE: 11-22-22 DEED REC'D: Yes 150 DAY DEADLINE: HOLDS: EMAIL OUT DATE: 10-28-22 STATE DUE DATE: 11-18-22 PERMIT FINAL ACTION: ISSUE DENY AGENCY DATE COMMENTS RETURNED OBJECTIONS: YES NO NOTES DCM — Field Rep DCM — LUP Consistency Determination Local Permit Officer Corps of Engineers— Regulatory Branch DWR-401 Section DWR — Public Water Supply DEMLR — Stornwater DEMLR — Sed and Erosion DOA — State Property Office Wildlife Resources Commission DMF — Shellfish Section DMF — Habitat & Enhancement DNCR — Archives & History DNCR — Natural Heritage Program NCDOT NC Dept of Commerce DCM Coordinator: Greg Bodnar Distributed Yes® No ❑ Applicant: Charles Sonson Distribution Date: 10/28/2022 AGENCY ECRO Community Development/LPO David Lubelski — Currituck - Corolla DCM Planner Charlan Owens Eliz City US COE: Josh Pelletier Community Assistance Lee Padrick (Beaufort Carteret, Craven, Eliz City, Pamlico, Washington) Cultural Resources Renee Gledhill -Earley Div. of Water Infrastructure (No longer public water Supply) Clif Whitfield Marine Fisheries James Harrison NC DOT David Harris Shellfish Sanitation Shannon Jenkins Sharon Gupton Andrew Haines State Property Mike Moser Wanda Hillard DEMLR/DWR: Sheri Montalvo DEMLR Sediment & Erosion- Storm water- DWR 401- Samir Dumpor Roger Thorpe Glenn Stewart WRC National Heritage Program Maria Dunn (WARO) Rodney Butler Revised: 6/29/2018 ROY COOPER Governor ELIZABETH S. BISER Secretary BRAXTON DAVIS Director October 28, 2022 MEMORANDUM: NORTH CAROLINA Environmental Quality FROM: Gregg Bodnar, Assistant Major Permits Coordinator NCDEQ - Division of Coastal Management 400 Commerce Ave., Morehead City, NC 28557 Fax: 252-247-3330 (Courier 04-16-33) gregg.bodnar@ncdenr.gov SUBJECT: CAMAIDredge & Fill Application Review Applicant: Charles Sonson Project Location: 1477 Ocean Pearl Road, Corolla in Currituck County Proposed Project: construct a 5-bedroom single-family dwelling with a detached garage, a gravel access driveway, a retaining wall, a concrete patio area with a firepit, a swimming pool with a concrete deck and a cabana, and a raised wooden beach access with both a open platform and a gazebo Please indicate below your agency's position or viewpoint on the proposed project and return this form to Gregg Bodnar at the address above by November 18, 2022. If you have any questions regarding the proposed project, contact Ron Renaldi (252-264-3901, ext. 235) when appropriate, in-depth comments with supporting data is requested. REPLY: This agency has no objection to the project as proposed. **Additional comments may be attached** This agency has no comment on the proposed project. This agency approves of the project only if the recommended changes are incorporated. See attached. This agency objects to the project for reasons described in the attached comments. PRINT NAME AGENCY SIGNATURE DATE D_W& North Carolina Department of Environmental Quality I Division of Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 an „�w�za+w m ���mun.ury 252264.3901 ROY COOPER Governor ELIZABETH S. B1SER Secretary BRAXTON DAVIS Director EMAIL MEMORANDUM NORTH CAROLINA Environmental Quality TO: Theresa Schneider The Coastland Times Manteo, NC 27954 legals0thecoastlandtimes.com FROM: Ella Godfrey DATE: October 26, 2022 SUBJECT: Public Notice: Charles V. Sonson Please publish the attached Notice in the Wednesday, November 2, 2022, issue of The Coastland Times. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. The State Office of Budget and Management requires an original Affidavit of Publication prior to payment for newspaper advertising. Please send me the affidavit, an original copy of the published notice, and an original invoice. Thank you for your assistance in this matter. If you should have any questions, please contact me at our Elizabeth City office (252) 264-3901. Attachment cc: Jonathan Howell, Major Permits Coordinator, DCM, Morehead City Christy Simmons, PIO, DCM, Morehead City Ellie Davis, Accounts Payable, DCM, Morehead City File D _E Qr_ North Carolina Department of Environmental Quality I Division of Coastal Management Elizabeth City Office 1 401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909 is 1.11 . . an.a� _'N� 252.2643901 NOTICE OF FILING OF APPLICATION FOR CAMA MAJOR DEVELOPMENT PERMIT The NC Department of Environmental Quality hereby gives public notice as required by NCGS 113A-119(b) that application for a development permit in an AEC as designated under the CAMA was received on 10/26/22. Charles V. Sonson proposes to construct a 5-bedroom single-family dwelling with a detached garage, a gravel access driveway, a retaining wall, a concrete patio area with a firepit, a swimming pool with a concrete deck and a cabana, and a raised wooden beach access with both a open platform and a gazebo, located at 1477 Ocean Pearl Road, Corolla in Currituck County. A copy of the entire application may be reviewed at the office of the Division of Coastal Management, located at 401 S Griffin St, Ste 300, Elizabeth City, NC, 252-264-3901 during normal business hours. Comments mailed to Braxton Davis, Director, DCM, 400 Commerce Avenue, Morehead City, NC 28557, prior to 11/22/22, will be considered in making the permit decision. Later comments will be considered up to the time of permit decision. Project modification may occur based on review & comment by the public, state & federal agencies. Notice of the permit decision in this matter will be provided upon written request. PLEASE PUBLISH ON: Wednesday, November 2, 2022 � tt North Carolina Department of Environmental Quality I Division of Coastal Management 1D E 'J Elizabeth City Office 1 401 South Griffin Street, Suite 300 1 Elizabeth City, North Carolina 27909 rx�a��aum.mu v oay.M.narww.w�owv'M1 252.264.3901 ROY COOPER Governor ELIZABETH S. BISER. Secretary BRAXTON DAVIS Director October 28, 2022 Charles V. Sonson 3028 Travis Pond Road Williamsburg, VA 23185 Dear Mr. Sonson: NORTH CAROLINA Environmental Quality The NC Division of Coastal Management hereby acknowledges receipt of your application submitted for State approval for development of property located at 1477 Ocean Pearl Road, Corolla in Currituck County. It was received complete October 26, 2022 and appears to be adequate for processing at this time. The projected deadline for making a decision January 9, 2023. An additional 75-day review period is provided by law when such time is necessary to complete the review. If you have not been notified of a final action by the initial deadline stated above, you should consider the review period extended. Under those circumstances, this letter will serve as your notice of an extended review. However, an additional letter will be provided on or about the 75th day. If this agency does not render a permit decision within 70 days from October 26, 2022, you may request a meeting with the Director of the Division of Coastal Management and permit staff to discuss the status of your project. Such a meeting will be held within five working days from the receipt of your written request and shall include the property owner, developer, and project designer/consultant. NCGS 113A-119(b) requires that Notice of an application be posted at the location of the proposed development. Enclosed you will find a 'Notice of Permit Filing" postcard which must be posted at the property of your proposed development. You should post this notice at a conspicuous point along your property where it can be observed from a public road. Some examples would be: Nailing the notice card to a telephone pole or tree along the road right-of-way fronting your property, or at a point along the road right-of-way where a private road would lead one into your property. Failure to post this notice could result in an incomplete application. -t, North Carolina Department of Environmental Quality I Division of Coastal Management DE J� Elizabeth City Office 1 401 South Grtffln Street, Suite 300 1 Elizabeth City, North Carolina 27909 �m m u �^A^�a•»+•^^•^wa•;1� 252.2643901 Charles V. Sonson October 28, 2022 Page 2 of 2 An onsite inspection will be made, and if additional information is required, you will be contacted by the appropriate State or Federal agency. Please contact me, if you have any questions and or if you wish to receive a copy of the field report. Sincerely, Ron Re District Manager, Northeastern District NC Division of Coastal Management EM Enclosure cc: Jonathan Howell, Major Permits Coordinator, DCM, Morehead City, NC George Wood, Environmental Professionals, Inc., Agent, Kill Devil Hills, NC m o ma a 310 c = m m N N c LO N� Qu NnM 3 u ea cC N zw r N N _ 'a U o � u A c c Z d w a 'LU a ILai d m Z OL G u of co G _ y .0 N !' 1 �y CCJ =ro N_N M [c w i C d t=— V W N W o R0 r EL = 13 4) m Q L i i+ C r Adlkv y Q. — `� w d a, y W y v = C R v y ` E a- a ,.E C w C ..yu U � .- W z m co �4.o W leN of C _ a a� O.a s 3 z o> a pC �3y Uy>di � 3s L •L Q Gl H co .2 M L.� iC :a L. R N n O N M �i r O N u `**This is a word processing form to be completed in Microsoft Word*** NC Division of Coastal Management Major Permit Application Computer Sheet (11/01/2012) Applicant: Charles V. Sonson Date: 1012612022 Project Site County. Currituck Staff Ron Renaldi District: ®Elizabeth City ❑Washington []Morehead City ❑Wilmington Project Name: Rover File: Date of initial application submittal (EX., 1/8/2007): 101612022 Date application "received as complete" in the Field office (EX: 11812007); 1012612022 Permit Authorization: ®CAMA ❑Dredge & Fill ❑Both SITE DESCRIPTION/PERMIT INFORMATION PNA: ❑ Yes ®No Photos Taken: Yes ® No❑ Setback Required (riparian): El Yes No 15 foot waiver obtained: ❑Yes ®No Hazard Notification Returned. ®Yes ❑No SAV: El Yes ®No ❑Not Sure Shell Bottom: El Yes ®No ❑ Not Temporary Impacts: ®Yes ❑No Sure Sandbags: ❑ Yes ®No ❑ Not Sum Did the land use classification come from Mitigation Required (optional): county LUP:®Yes ❑No ®Yes ❑No Moratorium Conditions: ❑ Yes ®No Environmental Assessment Done: ❑NA [I Yes El No ®NA SECONDARY WATER CLASSIFICATION —OPTIONAL (choose MAX of 4) ❑ Future Water Supply (FWS) ❑ Nutrient Sensitive Waters (NSW) ❑ Swamp Waters (SW) ❑ High Quality Waters (HQM ❑ Outstanding Resource Waters (ORW) WETLANDS IMPACTED ® (404) Corp. of Engineers (Jurisdictional ❑ (LS) Sea lavender (Limonium sp.) ❑ (SS) Glasswort ( Salicomia sp.) wetlands) ❑ (CJ) Saw grass (Cledium jamaicense) ❑ (SA) Salt marsh cordgrass (Spartina ❑ (Sr Salt reed grass (Spartina altemiflora) cynosuroides) ❑ (DS) Salt or spike grass (Distichlis ❑ (SC) Bullrush or three square (Scirpus ❑ (TY) Cattail (Typha sp.) spicata) sp.) ❑ (JR) Black needlerush (Juncus ❑ (SP) Salt/meadow grass (Spartina roemerianus) patens) APPLICATION FEE ❑ No fee required - $0.00 ® III(A) Private w/ D&F up to 1 acre; ❑ 111(D) Priv. public or comm w/ D&F to 1 3490 can be applied - $250 acre; 3490 can't be applied - $400 ❑ Minor Modification to a CAMA Major ❑ Major Modification to a CAMA Major ❑ IV Any development involving D&F of permit - $100 permit - $250 more than 1 acre - $475 ❑ Permit Transfer- $100 ❑ III(B) Public or commercial w/ D&F to 1 ❑ Express Permit - $2000 acre; 3490 can be applied - $400 ❑ Major development extension request - ❑ II. Public or commercial/no dredge $100 and/or fill - $400 ❑ 1. Private no dredge and/or fill - $250 ❑ III(C) Priv. public or comm w /D&F to 1 acre; 3490 can be applied; DCM needs DWQ agreement - $400 252-808-2808 :: 1-888.4RCOA5T :: www.nccoastalmana-Bement. net revised: Nov. 2012 NC Division of Coastal Mgt. Application Computer Sheet, Page 2 of 3) Applicant: Charles V. Sonson Date: 1012612022 Describe below the ACTIVITIES that have been applied for. All values should match the dimension order, and units of measurement found in your Activities code sheet. TYPE REPLACE Activity Name Number Choose Choose Dimension 1 Dimension 2 Dimension 3 Dimension 4 One One Elevated 1 New Work ® Replace 220 4 accessway (ocean) Maint ❑ ❑ Y ® N Excavation(upland)/ 1 New Work El Replace 202 202 40,724 grading Maint ❑ ❑ Y ® N Gazebo 1 New Work® Replace 10 10 Maint ❑ ❑ Y ® N High ground 1 New Work ® Replace 208 207 disturbance Maint ❑ ® Y ❑ N Misc. Building 1 New Work® Replace 50 25 Maint ❑ ❑ Y ® N Misc. Building 1 New Work® Replace 20 10 Maint ❑ ❑ Y ® N Mitigation 1 New Work® Replace 484 Maint ❑ ❑ Y ® N Platform 1 New Work® Replace 8 8 Maint ❑ ❑ Y ® N Res. Bldg. (single 1 New Work ® Replace 75 45 family) Maint ❑ ❑ Y ® N Retaining Wall 1 New Work El Replace 220 4 Maint ❑ ❑ Y ® N Septic syst 1 New Work ® Replace 73 37 (w/drainfield) Maint ❑ ❑ Y ® N Swimming pool 1 New Work ® Replace 45 20 Maint ❑ ❑ Y ® N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maint ❑ ❑ Y ❑ N New Work ❑ Replace Maim ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N New Work Replace Maint ❑ ❑ Y ❑ N revised Nov. 2012 NC Division of Coastal Mgt. !application Computer Sheet, Page 3 of 3) Applicant: Charles V. Sonson Date: 10/26/2022 Describe below the HABITAT disturbances for the application. All values should match the name, and units of measurement found in your Habitat code sheet. Habitat Name DISTURB TYPE Choose One TOTAL Sq. Ft. (Applied for. Disturbance total includes any anticipated restoration or temp impacts) FINAL Sq. Ft. (Anticipated final disturbance. Excludes any restoration and/or temp impact amoun) TOTAL Feet (Applied for. Disturbance total includes any anticipated restoration or temP impacts) FINAL Feet (Anticipated final disturbance. Excludes any restoration and/or temp impact amount ID Dredge ❑ Fill ❑ Both ❑ Other ® 43,124 43,124 WL Dredge ❑ Fill ® Both ❑ Other ❑ 484 484 Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ 252-808.2808 :: 1.888-4RCOAST :: www._nccoastalmanagement. net revised: Nov. 2012 From: George Wood obxwood@yahoo.com Subject: 1477 Ocean Pearl Road- Charles Sonson Date: June 11, 2022 at 3:03 PM To: 401prefile@ncdenr.gov Cc: George Wood obxwood@yahoo.com Our client, Mr. Charles Sonson, proposes to construct a single family residence at 1477 Ocean Pearl Road on Currituck Outer Banks area in the Carova/Corolla area. The wetlands have been identified at the site and reviewed by the Corps. The plan will require impacts to wetlands. This email is to satisfy the profile requirement. RECEIVED OC f 0 6 2022 DCM-.EC RECEIVED AUTHORIZATION TO ACT AS REPRESENTATIVE FORM AUG 5 2022 Landowner of record authorizes Environmental Professionals, Inc. to: 1. enter the property to gather environmental and site information, including delineation of environmental regulatory jurisdictions; 2. enter the site with the regulatory agencies (i.e. U.S. Army Corps of Engineers, North Carolina Division of Coastal Management, North Carolina Division of Water Quality, etc.) as needed to review regulatory alignment(s) and/or to identify additional regulatory jurisdictions; 3. submit plats and other information to acquire regulatory agency confirmations, approvals, and/or determinations (U.S. Army Corps of Engineers, North Carolina Division of Coastal Management, North Carolina Division of Water Quality, etc.); and 4. act as agent for the purposes of obtaining environmental permits, authorizations, and/or determinations. Client za / Date 2 zoz/ Date D M-EC BK 1615 PG 358 - 359 (2) This Document eRecorded: Tax: $1, 050.00 Currituck County, North Carolina Denise A. Hall, Register of Deeds DOC# 363223 04/14/2021 03:07:4 n IVED Fee: $26.00 0 C T 0 6 2022 �. DCM-EC 0 This certifietsothat there are no delinquent taxes which the Currituck County Tax Collector is charged with collecting, that are lien 6}0'hp property described in this deed, as of the date of this certification. Date: 04/14/4021 Tax Collector/Deputy/Clerk: Deanna Spruill Currituck Cour6 Land Transfer Tax: 5250.00 County Excise Tax: 1985 Sessions Law Chapter 670 (HE; 215) O 0, NORTH CAROLINA GENERAL WARRANTY DEED Parcel Identifier No. 0_ 10 73090009B0000 n.,• x Verified by County on the _ day of , 20_ Meil/Box to: Rose. Harrison Gi1reath & Powers PC This insttttmentwas prepared by: Casev&Robbins, PC Brief description for the THIS DEED made this 14111 daa Ju Yangand wife, Da An 1228 Stockwell Court Virginia Beach, VA 23455 GRANTOR :� 202I , by and between GRANTEE Charles V. Sonson, a marred man 3028 Travis Pond Road Williamsburg, VA 23185 Enter in appropriate block for each Grantor and Grantee: mailing address, and, if appropriate, character of entity, e.g. corporation or partnership. The designation Grantor and Grantee as used herein shall inch plural, masculine, feminine or neuter as required by context WITNESSETH, that the Grantor, for a valuable consideration these presents does grant, bargain, sell and convey unto the G situated in the City of Corolla , North Carolina and more particularly described as follows parties, their heirs, successors, and assigns, and shall include singular, iraotee, the receipt of which is hereby acknowledged, has and by simple, all that certain lot, parcel of land or condominium unit Ile Township, Cunituck County, L.otNo. 9B of the subdivision known as Chicago 4, Inc., as shown on map or plat thereof made by Styons Surveying Services, dated August 29,1996, and duly recorded in Plat CabinetF, Page 127, of the Public IieOtryofCumtuck County, North Carolina. l�O The property hereinabove described was acquired by Grantor by instrument record�1 Book 1423 page 211 All or a portion of the property herein conveyed _ includes or X does not include toe primary residence of a Grantor. A map showing the above described property is recorded in Plat Book F Oa ,e 127 Page I of 2 NC Bar Association Farm No. 3 ®1976, Revised C 1977. 2002. 2013 �7 This suoWud tram has been approved by Pdnred by Agreement with the NC Her Assacialion —1981 oM Carolina Bar Aswciadon —NC Bar Form No. 3 Submitted electronically by "Rose Harrison Gilreath & Po rS, P.C." in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Currituck county Registe of Deeds. Book 1615 Page 358 BK 1615 PG 358 - 359 (2) DOC# 363223 TO HAVE ANDTO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in fee simple. �5tjnd the Grantor covenants with the Grantee. that Quaint is sei7xd of the premises in fee simple, has the right to c�np. ags�r�,r jq feE 4„ u le, that title is marketable and fiee and dear of all encumbrances. and that Grantor will warrant and Defend dte i r Ilft9'1Vd`t 16.�/ c ,u of all persons whomsoever, other than die following exceptions: 'ihh Aq,Valoien lazes for the year 2021 and subsequent years. Easements and restrictions, if any, appearing of record. �(`� OCT 0 6 2022 1N W1T�t�S WHEREOP, the Grantor has duly executed the foregoing as of the day and year first above written. ®C (MALEC (Endty Name) Print/Type Name: At Yang O 1A LIN (SEAL) Print/Type Name &(] le: Prim/Type Name: na Ar, By: (SEAL) PrindType Nance & Tit! PrindType'Name: ttv' �v 107 A„ Printfl'ype Name & State of North Carolina _ - County or City of Dare 1, the undersigned Notary Ptlkrlic of the County of City of InYanaandwife. DaAn (i m execution of the foregoing instnunently>'�he purposes April 20 21 VNN My Commission Expires: (Affix Seat) (Z Prindrype and State aforesaid, certify that personally appeared before me this day and acknowledged thedue ,,Witness my hand and Notarial stamp or seal this 13th clay of i p� Notary PubliC Dar e - UU� L_ � County my comm. Exp. 05.31-2025 Notan's Pririlcd or Typcd Name Public State of - County or (it 1, the undersigned Notary Public of the CouTylnr iiy,p 11,�a,�"� and State aforesaid, certify that personally appem-ed before me this day and acknowledged thedue execution of the foregoing instrument for the p,"uses t 1 expressed. Witness my hand and Notarial stamp or seal this _ day of 20- O My Commission Expires: __. Notary Public (Affix Sea]) Notan'-s Printed or Typed Nance State of - County or City of X 1, the undersigned Notary Public of the County or City of and State aforesaid, cerdfy that personally came before me this day and acknowledged that _he is the of —,a North Carolina or corporation limited liability company/gene FOSartnership/limited partnership (strike through the inapplicable). and that by authority duly given and as the act of such entity. igned the foregoing instrument in its name on its behalf as its act and deed. Witness my hand and Notarial stamp or seal, this .day of . 20_. My Commission Expires: VV Notary Public (Affix Seal) Notns Printed or Typed Name C, C• Page ? of NC Bar Association Form No. 3 0 1976. Revised 0 1977. 2002. 2013 This standard font has In m approved by: Primed by Apeemcnl with the NC Bar Association - 1981 ""eh B. Association -NC Bar Porto No.3 10 O 1. �1.� Book 1615 Page 359 MAJOR PERMIT FEE MATRIX Applicant: &I, ,\50 � � C ka Selection Development Type Fee DCM % DWQ % (14300 16014351000931625 6253) (243001602 435100095 2341) I. Private, non-commercial ❑ development that does not $250 100% ($250) 0% ($0) involve the filling or excavation of any wetlands or open water areas: Il. Public or commercial development that does not $400 100% ($400) 0% ($0) involve the filling or excavation of any wetlands or open water areas: ❑ Major Modification to a $250 100% ($250) 0% ($0) CAMA Major permit III. For development that involves the filling and/or excavation of up to 1 acre of wetlands and/or open water areas, determine if A, B, C, or D below a lies: IIPrivate, commercial development, if $250 100% ($250) 0% ($0) General Water Quality Certification No. 4097 (See attached) can be applied: III(B). Public or commercial development, if General $400 100% ($400) 0% ($0) Water Quality Certification No. 4097 (See attached) can be applied: III(C). If General Water Quality Certification No. $400 60% ($240) 40% ($160) 4097 (see attached) could be applied, but DCM staff determined that additional review and written DWQ concurrence is needed because of concerns related to water quality or aquatic life: III(D). If General Water Quality Certification No. $400 60% ($240) ::1 40% ($160) rE 4097 (see attached) cannot be applied: IV. For development that involves the filling and/or $475 60% ($285) 40% ($190) excavation of more than one acre of wetlands and/or o en water areas: The Great DismaCSwamp RestorationBank, LLC P. 0. Box 6186 Phone (757) 487-3441 Chesapeake, VA 23323 Fax (757) 487-8680 August 3, 2022 Mr. George Wood Environmental Professionals, Inc. P.O. Box3368 Kill Devil Hills, NC 27948 Permittee: Charles Sonson Project: 1477 Ocean Pearl Road Currituck County, NC Dear Mr. Wood: RECEIVED OCi 0 6 2022 The following price quote is given in reply to your request for the purchase of 0.022 Non -Riparian wetland mitigation credits (HUC Code 03010205) from The Great Dismal Swamp Restoration Bank - Timberlake Farm. These credits are currently available from our Timberlake mitigation bank. The cost will be Eight Hundred Eighty Dollars ($ 880.00). This quote will expire on October 31, 2022. You will need to submit to the USCOE the necessary application for said mitigation, and receive USCOE permission to furnish said required credits from our Timberlake bank. To complete this transaction, we will require payment in full. Once payment is received, the credit sale will be reported to the US Army Corps of Engineers. Please provide and/or confirm the following information: Corps Project N: Pending Waterway: Non -Riparian Permittee Name: Charles Sonson Locality of Impact: Currituck County, NC Permit action (i.e., IP, NWP-39, enforcement, etc.) NWP-18 Impacts (acres/linear feet): 0.011 / Anticipated Requirement: 0,022 Impacts Hydrologic Unit Code: Pasquotank 03010205 Mitigation Bank, Permittee, and Consultant agree not to discuss with any other party the details and/or pricing of this agreement, unless necessary for regulatory matters. Information contained herein shall be held in the strictest confidence. Thank you for allowing s to quote this project Sincerely, Beverly M.yVftite Manager 4AIcounting/Sales GDSRB CC: File We look forward to working with you. ALBEMARLE REGIONAL HEALTH SERVICES Applicant: SONSONCHARLES rnn�nr nn_r.in an WILLIAMSBUG, VA 23185 Owner. 'FANG JU VIRGINIABEACH RECEIVED 0C T 0 0 2022 DCM—EC 1477 OCEAN PEARL RD COROLLA, NC 21927 Lv r 9 d G9(6K(s0 'T DurGIT GPD: 960 LTAR: 0.800 Classification:-, Prarisicna9y SLltabie — *-r f I&AP f71 D4r—^9'5 5•rL-fvX'fvr16 5oiL w.TurtSS-PS• 4r9161¢pt0L6~ 34 +- I O t y 7 •' SA-oo (/uSJi-C"LL — L01J�A'OSIPLA'Itltf OSi1 Br•� wl&rLtJDS / If unsuitable, the site may be reclassified to provisionally suitable with the following fication(s): _ To obtain an Authorization to Construct, = Pay permit fee of $800 ! ' J� • {'�iCl f' 11telyG Comments: 1E_Tt j 'CONSULT WITH CAMA. I.ANDSCAPE/CLEARJLEVELATLEAST A120FEET X200FEET AREA AT L/"v(T,4v'l HIGH RIDGE AREA OF LOT FOR SEPTIC SYSTEMII•SEPTIC SYSTEM REPAIR AREA ZASED ON to '/ PROPOSED A-K 8 BEDROOM/16 PEOPLE MAXIMUM OCCUPANCY DWELLING. RAISE HOUSE PAD AREA 12 INCHES HIGHER THAN SEPTIC SYSTEM/SEPTIC SYSTEM REPAIR AREA -*DO NOT FELL OR MO`,—= SAND WITHIN 10 FEET OF PROPERTY LINES. CALL FOR REEVALUATION WHEN DONE i 'NOTE: DUE TO PROPOSED LARGE DWELLING SIZE(8 BEDROOM/16 PEOPLE MAXIMUM OCCUPANCY u:! EWNG) AND QUESTIONABLE USABLE AVAILABLE SPACE FOR REQUIRED SEPTIC SYSTEM/SEPTIC �i , NT'REPAIR AREA; HEALTH DEPT. WILL REQUIRE OWNER CONSULTATION WITH A NC LICENSED ESSIONAL ENGINEER TO TRY TO DEVELOP A SITE PLAN/SEPTIC SYSTEM DESIGN THAT CAN BE .q?PROVED. ,p _ — . 'NOTE: FOREMOST FRONT 149 FEET X 200.FEET (ROADSIDEAREA OF LOT) AND LOW AREAS LQCATEC AND DISPOSAL DUE TO FILL SOIL IF USED FOR 'NOTE: PRIVATE WELLS EXIST ON NEIGHBORING LOTS AND PROPOSED SEPTIC SYSTE NEED TO MAINTAIN A MINIMUM 50 FEET FROM ANY EXISTING PRIVATE WELLS). �— `SUBMIT ENGINEERED SITF PLAN/SEPTIC SYSTEM DESIGN TO HEALTH DEPT. FOR REV, CONSULT WITH HEALT!' -cPT.. 'SEE REVERSE SIDE 1 EH'. v Date: /V�/J�' Hob ,Joe R 1 THIS JIMENOWILL BECOME VOID AFTER 12 MONTHS AND A NEW APPLICATION V Ber ie (252) 794.5303 Camden (252) 338-4460 Chowan (252)482-1199 Cumtuck Gates (252) 357-1380 Pasquaank (252) 338-4490 Perqutmans (252).,42f, u v o . c y:; DECEIVED OCi 0 6 2022 DCM-EC Renaldi, Ronald From: George Wood <obxwood@yahoo.com> Sent: Wednesday, October 26, 2022 10:53 AM RECEIVED To: Nanci Dawson Cc: George Wood; Renaldi, Ronald OCT 2 6 2022 Subject: [External] Re: Villa Blue OBX, LLC //rrM ®V®EC CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Thank you. I will inform the State Division of Coastal Management. On Oct 26, 2022, at 10:00 AM, Nanci Dawson <ndawson@nagsheadlaw.com> wrote: Mr. Wood, Our office received documents regarding Villa Blue OBX, LLC via certified mail yesterday, October 25, 2022. We wanted to reach out to you as a courtesy to inform you that Villa Blue OBX, LLC has no connection to our office. I found that they had assigned Elizabeth Robbins as their registered agent without our knowledge, and as a result we quickly filed a statement of resignation with the state. Stay well, Na1-v cL,wso-w 0 Office Manager & Lega/Assistant <i mage001.j pg> For USPS mailings please use P.O. Box 28, Nags Head, NC 27959 Forovernight services please use 110 W. Gray Eagle Street, Ste. 101,Nags Head, NC 27959 t: (252) 441-4125 ext: 101 /f: (252) 441-4126/w: www.nagsheadlaw.com North Carolina Secretary of State Search Results https://www.sosnc.gov/onl ine_services/s earchB us iness_Registration_R... • File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print an Amended a Annual Report form Limited Liability Company Legal Name Villa Blue OBX LLC Information Sosld: 2082589 Status: Current -Active O Date Formed: 11/16/2020 Citizenship: Domestic Annual Report Due Date: April 15th CurrentAnnual. Report Status: Registered Agent: Not Listed Addresses Mailing 110 W. Gray Eagle Street, Suite 101 Casey & Robbins, PC Nags Head, NC 27959-8009 Principal Office 110 W. Gray Eagle Street, Suite 101 Casey & Robbins, PC Nags Head, NC 27959-8009 Company Officials All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20. 1 of 1 10/12/2022, 8:19 AM esfllto�sle�ru, PR0FES5101A6S Villa Blue OBX LLC =l�r= Attn: David & Jennifer Norris ASMER°n 18395 Herrin Creek Rd. e:,-:•, MEW Tall Timbers, MD 20690 Dear Mr. and Ms. Norris, August 2, 2022 via Certified Mail/ Return Receipt Requested v�-p4 /./ j/,ga 4vllyz k1 d,nr6a7FS'9_saaf North Carolina Division of Coastal Management for the purposes of requesting Environmental Professionals, Inc. has been retained by Charles Sonson to represent him to the authorization improvements at their property which is adjacent to yours in Currituck County and as for described in the enclosed project narrative and application. Should you have any questions regarding this request, please contact: Environmental Professionals, Inc. Attn: Mr. George H Wood, CEP, PWS PO Box 3368 Kill Devil Hills, NO 27948 252-441-0239 obxwcod@yahoo com 6" � Ro b3,AS: AG -1/0 cJ Gray rag )e S-4 'F""h )dl or NO Division of Coastal Management Attn: Mr. Robert Corbett 401 S. Griffin Street -Suite 300 Elizabeth City, NO 27909 252-264-3901 Robert.corbett@ncdenr.gov If you have no objection to the project, please mark the appropriate statement below and return to Environmental Professionals, Inc. The NO Division of Coastal Management provides 30 days from the date of notification in which to comment. I appreciate your consideration of this matter and remain available to answer any questions you may have regarding this request. Sincerely, R ...,, ...@ nor , VED George H Wood, CEP, PWS OCT I s zozz — I have no objections to the project described in this correspondence. _ I have objections to the project described in this correspondence. Signature Date P.O. BOX 3368 • RILL DEVIL HILLS, NORTH CAROLINA 27948 MOBILE: 252423-1234 • OFFICE: 252.4.41-0239 EMAIL: obxwoodro)yahoo.com USPS Tracking® FAQs > Tracking Number: Remove X 70220410000105641515 Copy Add to Informed Delivery (https://informeddelivery.usps.com/) Latest Update Your item was picked up at the post office at 4:16 pm on October 25, 2022 in NAGS HEAD, NC 27959. Delivered Delivered, Individual Picked Up at Post Office NAGS HEAD, NC 27959 October 25, 2022, 4:16 pm See All Tracking History Text & Email Updates USPS Tracking Plus® Product Information Track Another Package Enter tracking or barcode numbers See Less /\ Postal CERTIFIEDo RECEIPT .n Domestic Mail . a Ln I A Lct 2 Ceruhetl Mall Fee Ln $ 1-3 p EElReW Ri elpt Fe&4(chacx6ox, add /eemappropl ❑Realm Recelpt(hJrfY) $ Ci q ❑Realm Receipt (eleclmnic) $ 'sal �_i„-� •.. ❑CenRletl MellflesWcled pelivery $ O [JPdptt Signature Required $ 0 0 ❑Atlutt SlgnMED ure Resfilctetl OelNery$ a 1 Total Postage and Fees O $ ru SaptT, r R_ a O SFeeiandApi Nb: orN)Box No. xi M1 fate, ZlP+4 aMa /YC01, . NG 2-7 4S 9 R nn - Need More Help? ZZOl 6 t 130 (1AI :3a i ri ri _ to u1 ,I -� Certified Melt Fee in p to EZI $ Era Services & Fees icie a , add lea asappmpdefe) ❑Retum Recelpt(Talloepy) $ ❑ Return Rarelpt(eleclmnic) $ O $ O O ❑Adult Slgnatun,Req.ued $ O r3 ❑Adult$19.lare Rv ufcted DGNery$ O C3 Postage ra .7 ra --I- $ Total Postage and Fees E3 C3 $ fL nJ ru Iv SentTq,� C-aS t iZd-�2bau"BC Sleet C3= r` rti andilpf. lJ . or Frb9ox No. 1!0_G/_r4r1I...FQ1Lf ■ Complete Items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece or on the front if space permits. 1. Article Addressed to: Carte -�' 2oil1, lis P` //0 Al " fin: l JO ) 9590 9402 7539 2098 8966 20 X ❑ Agent ❑ Addle B. Received by (Printed Name) 10. pate of Deli D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No Postmark Here 3. Service Type ❑ Priority Mall Express® ❑Adult Signature ❑ Registered Mellr- ❑Adult Signature Restricted Delivery ❑ Registered Mail Restricted ❑ Certified Mail® Delivery ❑ Certified Mail Restricted Delivery ❑ Signature Congrrn itionre ❑ Collect on Delivery ❑ Signature Confirmation ❑ Collect on Delivery Restricted Delivery ^ Insured Mal Restricted Delivery 7022 0410 0001 0564 1515 (lnsnd Mail Restricted Delivery _ over$501 PS Form 3811. July 2D20 PSN 7530-n2-0nn-9n53 fl. 9 ) _. n / ❑nmastir. Raturn RPCelnt . a J �Lo FH� N p m � � gJaV'O 7LLYmQQ a p J a �c C Sid r 'Z •ice a l L ` �yy � S 1 Ln b Q L s..0 a o C. o 0 s o N N = a m (�1 J I4j I `n6 a EtiV1R0YS[ESTVL RL'FTIS IOIIIS Villa Blue OBX LLC =lIr= Attn: David & Jennifer Norris IPLANNING BETTER�� 18395 Herrin Creek Rd. E:vti•IRO,NAIENr Tall Timbers, MD 20690 Dear Mr. and Ms. Norris, August 2, 2022 via Certified Mail/ Return Receipt Requested Environmental Professionals, Inc. has been retained by Charles Sonson to represent him to the North Carolina Division of Coastal Management for the purposes of requesting authorization for improvements at their property which is adjacent to yours in Currituck County and as described in the enclosed project narrative and application. Should you have any questions regarding this request, please contact: Environmental Professionals, Inc. or NO Division of Coastal Management Attn: Mr. George H Wood, CEP, PWS Attn: Mr. Robert Corbett PO Box 3368 401 S. Griffin Street -Suite 300 Kill Devil Hills, NO 27948 Elizabeth City, NO 27909 252-441-0239 252-264-3901 obxwon gyahoo om Robert.corbett@ncdenr.gov If you have no objection to the project, please mark the appropriate statement below and return to Environmental Professionals, Inc. The NO Division of Coastal Management provides 30 days from the date of notification in which to comment. I appreciate your consideration of this matter and remain available to answer any questions you may have regarding this request. Sincerely, . It Cf 14 George H Wood, CEP, PWS — I have no objections to the project described in this correspondence. _ I have objections to the project described in this correspondence. Signature Date P.0.BOX3368 • HILLDEVILHILLS, NORTH CAROLINA 27948 MOBILE: 252423-1234 • OFFICE: 252.411-0239 EMAIL: obxwood@yahoo.com RECEIVED 0 C T U 6 2022 DCM-EC ESIIRO....... PROFESSIONALS —1.1P_— PLANNING FOR A BETTER ENl9RONMEN, August 2, 2022 via Certified Mail/ Return Receipt Requested Michael and Helen Poole 12395 Walnut Hill Dr. Rockville, VA 23146 Dear Mr. and Ms. Poole, Environmental Professionals, Inc. has been retained by Charles Sonson to represent him to the North Carolina Division of Coastal Management for the purposes of requesting authorization for improvements at their property which is adjacent to yours in Currituck County and as described in the enclosed project narrative and application. Should you have any questions regarding this request, please contact: Environmental Professionals, Inc. Attn: Mr. George H Wood, CEP, PWS PO Box 3368 Kill Devil Hills, NC 27948 252-441-0239 -Qbxwood@yLahoo.com or NC Division of Coastal Management Attn: Mr. Robert Corbett 401 S. Griffin Street -Suite 300 Elizabeth City, NC 27909 252-264-3901 Robert.corbett@ncdenr.gov If you have no objection to the project, please mark the appropriate statement below and return to Environmental Professionals, Inc. The NC Division of Coastal Management provides 30 days from the date of notification in which to comment. I appreciate your consideration of this matter and remain available to answer any questions you may have regarding this request. Sincerely, orge H Wood, CEP, PWS — I have no objections to the project described in this correspondence. —I have objections to the project described in this correspondence. Signature Date P.O. BOX 3368 • KILL DEVIL HILLS,NORTH CAROLINA 27948 MOBILE: 252423-1234 • OFFICE: 252-441-0239 EMAIL: obxwood@yiboo.com RECEIVED 0 C T 0 6 2022 t-/CM-EC ■ Complete Items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mallplece, _ or on the front If space permits. 1. Article Addressed to: 1,,de GteAmde dZVJY.lie, vo- 9590 9402 7539 2098 8967 50 1022 0410 0001 0564 1492 PS Form 3811. July 2020 PSN 7630-02.000-9063 D. 1£tlelivery address—dlffwent from Item 17 If YES, enter delivery address below: RECEIVED Of 1 0 6 2022 ❑ cartined Mail"„/ l✓ 1 V I L— ❑ Cerllfled Mae Restricted elery ❑ Collector Delivery D Cdlect w DeliveryRestdoted DeNvery 3 Imred Mall ,D InS� I Restricted Delivery #.21- va Delivery Rettdcted DamesW Retum Reoelpt