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20210478 Ver 1_Riparian Buffer Authorization Request_20210301
Water ResourcesENTAL QUALITY Original Submittal 3/1/2021 A. Owner/Applicant Information ................................................................................................................................................................................................................................................................................................................................. General Information ^ ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Primary Contact Email:* ncvining@alumni.unc.edu Please list the contact person's erreil for questions or payment on this project if needed. Who is submitting the application?* ® Owner ❑ Applicant other than Owner ❑ Agent Is there an agent working on this application O Yes but not submitting it? O No 1. Property Owner Information: la. Name on Recorded Deed:* Neil C Vining 1b. Responsible Party: (for Corporations) 1c. Mailing Address:* Street Address 1921 Lewis Circle Address Line 2 City State / Province / Region Raleigh North Carolina Fbstal / Zip Code (buntry 27608 United States 1d. Telephone:* 9196754245 ............................................................ le. Email Address:* ncvining@alumni.unc.edu B. Project Information and Prior Project History 1. Project Information .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... la. Name of Project:* Vining Deck Remodel (Subdivision, facility, or establishment narre) 1b. Is this a publicly -funded transportation project?* r Yes r No 1d. Subdivision Name: Budleigh le. Nearest Raleigh Municipality: 1f. Property Size: 0.89 acres 1g. County (or Counties) where the project is located:* Wake 1h. PropertyID# Parcel1704096392 Tax RN or Parcel id 1 i. Deed Information Date of Purchase 11 /30/2010 Type of Book Book# Page# Deed F I Map F 1628 1j. Attach a copy of the recorded map that indicates when the lot was last platted. aick the upload button or drag and drop files here to attach docurrent Survey.pdf 271.81KB FDF only 1k. How would you like to provide the Latitude and Longitude information?* r Address Lookup r Manually Address Lookup Street Address 1921 Lewis Circle Address Line 2 City State / Rovince / legion Raleigh NC Fbstal / Zip Code Country 27608-1351 US Latitude * 35.8082339 Longitude *-78.6604619 11. Is the project located in any of North Carolina's twenty coastal counties? r Yes r No 2. Surface Waters 2a. Name of the nearest body of water to proposed project:* SE Prong Beaverdam Creek 2b. Water Quality Classification of nearest receiving water:* C; NSW 2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:* 180 (linear feet only) 3. Project Description: 3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: Residential home, single family. Neighborhood is all single family properties. This property has a single home built in 2001. A small creek crosses a portion of the property. The landscaping is mostly natural and indigenous. Many trees and shrubs, with minimal lawn. 3b. Attach an 81/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site. (lick the upload button or drag and drop files here to attach docurrent USGS map.pdf 113.57MB FDF only 3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the project site. nick the upload button or drag and drop files here to attach docurrent soil survey wake county.pdf 18.78MB FDF only 4. Proposed Activity Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:* We are remodeling our elevated deck. Of the area to be remodeled, about 2-3 feet of new deck will project out OVER the edge of Zone 2 of the riparian buffer, about 20 feet above the ground. NO PORTION of the new deck, nor any supporting structure, will physically touch the buffer zone --it's just a small area of overhang. The portion of the buffer zone that it does overhang is actually already paved, so there isn't even any vegetation or soil there to disturb, even if it DID touch the ground. The other issue is that the city denied the permit because of "pre-existing" structures in the buffer zone of which they claim to have no record. These structures were all on the property when I bought it, so I cannot comment on how they came to be there. However, of the three structures, two are "allowable" (a bridge and a walkway) and one is "exempt" (a small child's treehouse). The city says they need an authorization for these structures, even though they have been there presumably for two decades. Attach a site plan as applicable to the project: Click the upload button or drag and drop files here to attach docurrent 1921 Lewis Circle Prelim (01.27.21).pdf 152.66KB FDF only 5. Jurisdictional Determinations 5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this property/project (including all prior phases) in the past?* r Yes r No 6. Project History 6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?* r Yes f No 6b. List any permits/approvals that have been requested or obtained for this project in the past. ................. ......... ....... ......... ...... .............. Application Date Date Issued Permit Type 6c. Please explain and detail according to "help file" instructions.* a permit was requested 2/17/21, but was denied for the reasons noted above. 7. Future Project Plans ^ 7a. Is this project a phased project?* r Yes t: No C. Proposed Impacts Inventory Buffer Impacts ^ Project is in which protected Basin?* r Neuse River Basin (15A NCAC 02B.0233) r Catawba River Basin (15A NCAC 0213.0243) r Randleman Lake Watershed (15A NCAC 02B.0250) r Tar -Pamlico River Basin (15A NCAC 02B.0259) r Jordan Lake Watershed (15A NCAC 02B.0267) r Goose Creek Watershed (15A NCAC 02B.0606 & 15A NCAC 02B.0607) Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form. Site# - Reason Stream Name Buffer Impact* Impact Type * Zone 1 Zone 2 deck overhang unnamed Permanent Allowable 0.00 6.00 Nbp label (e.g. RDad (P) Square Square Crossing 1) Perm orTenp Feet Feet Total Zone 1 Impacts: 0.00 Total Zone 2 Impacts: 6.00 Total Buffer Impacts: 6.00 Comments: no portion of the deck will touch the ground within the buffer zone. D. Impact Justification and Mitigation 1. Avoidance and Minimization A ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.* All supporting posts, structures, etc, were placed outside of the buffer zone. The proposed overhang extends over area that has been previously paved, and thus no vegetation is involved. It really does not impact the buffer zone in any way. I cannot speak directly to the mitigating details of the "pree)asting structures," as they predate my purchase of the home. 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. No construction will occur within the buffer zone. E. Diffuse Flow Plan la. What type of SCM are you providing?* r Level Spreader r Vegetated Conveyance (lower SHWT) r Wetland Swale (higher SHWT) rJ Proposed project will not create concentrated stormwater flow through the buffer r Other SCM that removed minimum of 30% nitrogen 1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docunent schematic.pdf 54.71 KB FDF only F. Supplementary Information Environmental Documentation la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? C- Yes r No Violations 2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B .0200)? r c 2b. Is this an after -the -fact buffer authorization application? (-- Yes C' No 2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): I guess part of it is. I'm really not sure. The city permit agency said they needed an authorization for the pre-existing structures. However, that construction was not anything I played a part in, so it is hard for me to address it. G. Additional Information Please upload any additional information you would like the Division to consider during application review. Additional Attachments: Click the upload button or drag and drop files here to attach docunent property pics.pdf 21.84MB FDF only Additional Comments: Attached are pictures of the property, the pre-existing structures, and the deck from the perspective of the creek. I hope that it is evident from these pictures that we have taken extreme care to preserve and beautify the natural vegetation around the creek. Nothing we are doing or proposing to do will remove any vegetation. H. Sign and Submit By digitally signing below, I certifythat: o I have given true, accurate, and complete information on this form; • I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act") o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act"); • I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND o I intend to electronically sign and submit the application form." Print Name:* Neil C. Vining Signature Submission Date: 3/1/2021 (Auto populated field) Initial Review Is this accepted into the review process?* Is this project a public transportation project?* ID#* Version:* Select Reviewer: Select Reviewing Office* Has payment been received?* O Yes O No O Yes r No 20210478 1 Rick Trone:eads\rvtrone Central Office - (919) 707-9000 C No Payment Needed r Fee Received r Need Fee - send electronic notification ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ ―│―│―│―│―│―│―│―│―│―│―│―│―│―│ 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STURDIVANTDRCLARKAVE E EDENTON ST O C T A V IA STHENSLOWE DRBRAMBLEWOODDR N EWCOMBERD CRANBROOKRD S AS CAMPUSDR CHAPELHILLRD PASQUOTANK DR SANDYFORKSRDNOWELLRDINITIATIVEWAYDIXIETRLWHITE OAK RDMILLVILLAGERDLEADMINERDMEDWAYDRS PERSON STOAKPARKRD¬«50 E CABARRUS ST F R E N C H D R MARLO W E R D WINGATE DRMARCOM ST KINGLAWRENCERD GLE N W O O D A V E LAKE PARK DR ARCKELTONDRW LENOIR ST £¤64PYLON DRSAS C A M P U S D R IREDELLDR C O MP TON RD £¤1 BOXWOOD RD HUDSONSTGLENBURNIEDRDARIEN D RVILANA RDGMETHOD RDLAKEWHEELERRD£¤70 BARRETTDRAGRICULTURALSTPARTNERS WAYCONVERSEDRHARLOND R ORTIN LN HUNTCLUBLNR E DBUD LN MARRI O T T DR ALLEGHANYDRL U B B O C K D R DOROTHEA DRCHANEY RDFAIRCLOTH STAVENTFERRYRDPO Y N E R R D LEONARD ST ANDERSON DRGLENEDENDR NWILMINGTONSTW LAKE DRGLENFORESTRDP E T E R S O N S TDRESDENLN GORMAN STKAPLAN DR UMST E A D D R E FRANKLIN ST LIGON ST ARRINGTON RD OAKWOOD AVE M O R R I L L D R TOWN A N D CO U N T R Y R D £¤70 £¤1 GLASCOCK ST P L E A S A NT GROVECHURCH R D CRESTVIEW DR COLEY FOREST PL£¤70 HUNTDRPENMARCDRMELBOURNE RD B Y R D S TLAURELHILL S R D CHAMBERLAIN STTRINITYRDCAPABILITYDRH ILL O C K D R RA L EIGHSCHOOLDRK I L L IN GTO N DR E LEE STRICHLAND DR E LENOIR STMERWINRDKNOLLWOODDRFORTSUMTERRD S I E R R A D R FAUCE T T E B L V D MANCHESTERDR SCHAUB DRD OIE COPE RD S U M M IT A V E £¤1 CRAIGST N BOUNDARY ST TANAGER ST SUTTON DR TURNBRIDGEDRBUCKINGHAMRDLILES RD BRAGG STGOLDSTARDR H A R D IM O N T R D O LI V E R DC H IL D E R S S T PA M LI C O D R BRENTRDEBENEZERCHURCHRD ARNOLD RD LEWIS FA R M R DFAIRHILLDR SHEL L B U R N E D R MEREDITHSTSIXFORKSRDHI LBURNDR §¨¦40440 ORTEGA RD WADEPARKBLV D LUDWELLBRANCHCTWAY N ESTFERNWOODDR BENE H A N S TDANIELSSTDEERW O O D D R PA R K DR DILLARDDR AVENTFERRYRDEMERSONDR HOLDEN ST C O N N ELL D R BLEDSOE AVEEDWARDS MILL RDPONDEROSARDVANCEST FILMORESTSINGLETON STCROSSROADSBLVD E LANE ST MAYWOOD AVE TRIBUTE CENTER D R PAR K W O O D D RSWEDENDR §¨¦40440 VARSITYDR §¨¦440 S T O NEGAPCTW C A B A RRUS ST TRAILWOODDRGLENDOWERRDP ARKDRWE SOUTH STSTON ERIDGEDR HERTFOR D S TCORONADO DRMAYVIEW RD KILGORE AVE L I N E B E R RY RD ALPINE DRLORIM E R R D PINECROFTDR CENTER V I EW DR PERQUI M A N S D RCALLOWAY DRASHEAVEHALIFAXSTFAYET TE VIL L E S T NORTHBROOK DRCALEDONIAST LO F T LN L E E S VI LLERDROTHGEBD R THISTLEDOWNDR SDAWSONSTM ANUEL ST £¤1 WI NTERGREENDRHAMMONDRDWALNUTCREEKPKWYSOBERLINRDO L D COLONYRD GODFREY DRW JOHNSON ST £¤70 SLAKESIDE D R SASSER STWAYNEDR PINEYPLAINSRDGREENSTE WHITAKER MILL RD THE CIRCLE AT N O R T H H I L L S S TWINTHROPDRSTGILESSTJEAN DRVA N DYKE AVE MAINCAMPUSDRCAROLINAAVEWOODBURN RDWESTCHASE BLVD VICK AVE WINDSORPLNORTH C L I F T D R E MILLBROOK RD §¨¦40 RO SE H A V E N D R CO O L E E M E E D R £¤64 E EDENTON ST THESIS C I RGARDNER STSADDLESEAT D R MYRONDRGRANVILLE DRSSAUNDERSSTQUAILHOLLOWDRCORPORATECENTERDRBLENHEIM DR NBOYLANAVECUTLERSTNGRALEIGH BigBrCrabtreeCrHouseCrBi gBrTurkeyCr CrabtreeCreek R o c k y BrSi m m o n s B r Moss Pond HolidayAcres Lake SouthwestProngBeaverdamCrMi n e C rRichland C r WalnutCrHareSnipe C r SoutheastProngBeaverdamCrLakeMyraReedyCr W alnutCreekRichlandCrUmstead ParkLake Upper BeaverdamCrWalnut CrWalnutCrWa l nut CrSycamoreCr Hester Pond B ig B r Wildcat BrM ine Cr CemeteryBrCrabtreeCreek PigeonH ouseB rWalnut Creek RaleighMemorial Park Oakwood Cem MountHope Cem Oakwood Cem MountOlivet Cem Asbury HertfordVillage Caraleigh CarolinaPines Medfield Rhamkatte RALEIGH Tysonville Method GlenwoodVillage Parkland GlenForest Westover CARY 60 61 62 63 64 65 66 67 68 69 70 71 59 3972 000mN 60 61 62 63 64 65 66 67 68 69 70 71 3959000mN 72 05 06 07 08 09 10 11 12 1304 714000mE 05 06 07 08 09 10 11 12 13704000mE 14 35.7500° 35.8750°-78.7500°-78.6250°35.8750° 35.7500°-78.6250°-78.7500° QUADRANGLE LOCATION RALEIGH WEST QUADRANGLENORTH CAROLINA - WAKE COUNTY7.5-MINUTE SERIES RALEIGH WEST, NC 2019 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road Interstate Route State RouteUS RouteWX./H U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18 CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET × Ø GN MN 1°21´ 24 MILS 9°18´ 165 MILS UTM GRID AND 2019 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET QV Grid Zone Designation 17S U.S. National Grid100,000 - m Square ID NORTHCAROLINA 1 Southeast Durham 8 Garner 2 Bayleaf3 Wake Forest4 Cary5 Raleigh East6 Apex7 Lake Wheeler ADJOINING QUADRANGLES 86 1 4 2 7 5 3 Imagery.....................................................NAIP, May 2016 - November 2016Roads......................................... U.S. Census Bureau, 2016Names............................................................................GNIS, 1980 - 2019Hydrography...............................National Hydrography Dataset, 2001 - 2018Contours............................................National Elevation Dataset, 2008Boundaries..............Multiple sources; see metadata file 2017 - 2018 Wetlands.................FWS National Wetlands Inventory 1983 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 17S Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.*7643016379136*NSN.7643016379136NGA REF NO.USGSX24K36946 TO: THE TITLE COMPANY OF NORTH CAROLINA UNIFORM NORTH CAROLINA LAND TITLE ASSOCIATION SURVEYOR’S REPORT FORM THIS IS TO CERTIFY, 01/27/2021, I made an accurate survey of the premises standing in the name of LOT 15, FAIRVIEW SECTION OF BUDLEIGH situated at RALEIGH, NC 27608 Wake County Briefly described as: NEIL C. VINING & SUZANNE S. VINING and shown on the accompanying survey entitled: LOT 15, FAIRVIEW SECTION OF BUDLEIGH, 1921 LEWIS CIRCLE. I made a careful inspection of said premises and of the buildings located thereon at the time of making such survey. I further certify as to the existence or non-existence of the following at the time of my inspection. 1.Right of way, old highways, or abandoned roads lanes of driveways, drains, sewer, water, gas or oil pipe lines across said premises: SEE PLAT AS SHOWN 2. Springs, streams, rivers, ponds or lakes located, bordering on or running through said premises: SEE PLAT AS SHOWN 3. Cemeteries or family burying grounds located on said premises. (Show location on plat): NONE 4. Telephone, telegraph or electric power poles. wires or lines overhanging or crossing or located on said premises and serving said premises or other property or properties: SERVICE LINES 5.Joint driveways or walkways: party walls or rights of support; porches, steps or roofs used in common or joint garages: NONE 6.Encroachments, or overhanging projections. (If the buildings. projections or cornices thereof, or signs affixed thereto, fences or other indications of occu- pancy encroach upon or overhang adjoining proper- ties, or the like encroach upon or overhang surveyed premises. specify all such): NONE 7.Building or possession lines. (In case of city or town property specify definitely as to whether or not walls are independent walls or party walls and as to all easements of support or "beam rights". In case of country property report specifically how boundary lines are evidenced, that is, whether by fences or otherwise). EIP’S AT CORNERS 8.Indications of building construction, alterations or repairs within recent months: NONE (a)If new improvements under construction, how far have they progressed? N/A 9.Changes in street lines either completed or officially proposed: NONE (a)Are there indications of recent street or sidewalk construction or repairs? NONE 10.Does the property abut a dedicated public road? If not, explain what type of road it abuts. If property does not abut a road, answer this question "none". YES “LEWIS CIRCLE“ ________ ________________________________ Professional Land Surveyor NOTE: In all cases where there are encroachments, support easements, part walls, etc., they should also be denoted upon the map of your survey. Also, be certain map complies with Instructions on reverse side. NOTE: Express disclaimers shown on the face of the plat of survey or surveyor's report which qualify or limit the responsibility of the surveyor or engineer and which relate to the standards and requirements for approved surveys will not be permitted. ASHLAND ST W = w m � � U LEWIS CIR FAIR L/EW RD SITE DAVIS sr m Nm DOVE R RD HATHAWAY RD o 00 VICINITY MAP (N. T. S. ) 0 O 0 0 0 'c W o rz 04 Jeffrey H. Davis, PLS %%IIII1ilt// I, Y certify this map was drawn under \\\ A 7/ . my supervision from an actual survey made under my supervision; �����C A RO�,N" and that the error of closure as calculated by latitudes and ��'0FF,SS1�•''r/1� F� 9 departures is 1/ 10,000+ that the boundaries not surveyed $'Q� $<� are shown as broken lines plotted from information found in L-3463 _ Book - Page - that this map was prepared in accordance with G.S. 47-30 amended.�$UK�; •�`'�S\� Er• H ,A Witness my original signature, registration number and seal this 28TH day of JANUARY 2021. PRELIMINARY PLAT, NOT FOR RECORDATION, CONVEYANCES, OR SALES Signed THIS PLAN MUST BE APPROVED BY ALL STATE AND LOCAL REVIEWING AUTHORITIES CDR UDO 9.2.2.A.4.o FOR CONCURRENCE WITH SITE ZONING IMPERVIOUS AREA Seal RENOVATIONS;LLO AND CODE OF ORDINANCES E-HOUSE 2,990 SQ.FT. madbonnmovaUdnancOgmalcom E-PCH/DECK 345 SQ.FT. E-STOOP 45 SQ.FT. E-WALL/PAD 620 SQ.FT. LOT SUBJECT TO AN E-BRIDGE/TREE 165 SQ.FT. EASEMENT AGREEMENT E-DR/WALK 10,305 SQ.FT. PER D.B. 10441, PG 2484 P-DECK 260 SQ.FT. TOTAL 77 O% MAPFPUIni 14,730 SQ.FT. IC LOT 40 WAKE HILLS BOM 2018, PG 2228 APPARENT OVERLAP LINE PER DEED -- — — 3 l/ z 45.10' 36 CHAIN LINK / FENCE (TYP)---_ LOT 13 FAIRVIEW SECTION OF BUDLEIGH LOT 42 WAKE HILLS BOM 2013, PG 173 E-2—STORY FRAME DWELLING W/ BASEMENT L6(TOTAL) 1 oo. oo' DROP o E-BRICK cINLET E-STONE E- WALK Wi E-STOOP rn�g 2. 4.9 Z295 ` E-OV LNG INTO BUYER \ 12.5' E-PORCH u, CDR TC-04-20 2.2.7.8.1.c INFILL ADDRESSES 1909, 1913, 1917, & 1921 THE DISTANCE FROM THE FRONT OF EXISTING HOUSE MEASURED TO THE RIGHT OF WAY WILL REMAIN THE SAME. PROPOSED WORK NOT TO ENCROACH ONTO EXISTING FRONT SETBACK LOT 44 WAKE HILLS BOM 2018, PG 615 41.55' (TYP)- \ TOS — M 2002, PG 94 _ 50' RIPARIAN / 'D \ P 2D 3CK J ALL DRIVEWAY AND RIGHT-OF-WAY CONSTRUCTION — SUFFER--MEAS JWRED p L 3' =' SHALL BE PER CITY OF RALEIGH AND/OR FROM BANK -OF NCDOT STANDARDS AND SPECIFlCATIONS — �R�K (TY� g 210 DISTURBEDOU\� LEGEND E-TR€EHSE_ AREA 588 INTO BUFFED ��� _ 3�s \ \ SE CONC EXISTING IRON PIPE O TELE \ E-3'TONE NEW IRON PIPE CAN° 374 \WAL1� LIGHT POLE -- Q NAIL FOUND � �- L2� � � � E-MANHOLE - X COMPUTED CORNER UTILITY POLE �\ LOCATED IN \ ❑ POWER BOX 0- FIRE HYDRANT \\ MELD yY° StWERLINE SCALED PER \ \ __- NOTE: GIS, N(OR-EASEMEI�T�FOU PER \ \ A - — THIS PROPERTY DOES NOT LIE WITHIN 2000' OF A N. C. G. S. MONUMENT. PROPOSED CONTOURS \ THIS SURVEY IS OF AN EXISTING PARCEL TO MATCH ExIsnNO 10.0' OR PARCELS OF LAND. CONTOURS -SCM 11)�\ N UTILITIES SHOWN ARE FOR REPRESENTATION FROM CIS \� y \ T0� OF \ \ ONLY AND NOT TO BE USED FOR LOT 15 0 8 NK 10. '— PROPERTY LINE LOCATION FAIRVIEW SECTION \V A 1LD\� \ ALL CREEKS, EASEMENTS, BUFFERS, OF BUDLEIGH \ \ P)\ \37\ FLOOD LIMITS & SETBACKS TAKEN w\ FROM BOM 2002 , PG 1628 38,884 SQ.FT. FLOOD CERTIFICATION 0.89 ACRES LOT 1 SRHALT \ RIV THIS WILL CERTIFY THAT THE SUBJECT PROPERTY ( ) IS or ( X ) IS NOT located in a SPECIAL FLOOD HAZARD AREA as determined by the Department of Housing and Urban Development, or as shown on the FLOOD INSURANCE RATE MAP. 370243 1704 J COMMUNITY # PANEL SUFFIX /j �S PROFS S N L LAND SURVEYOR SITE PLAN LINE TABLE LINE LENGTH BEARING L 1 16.89' S72'44'41 "E L2 60.13' N87`54'05 "E L3 142.88' S02'2 1'33"W L4 66.2 1' N27`43'51 "E L5 50.01 ' N37`01 '01 "E L6 186,65' N87°43'04"W ,gyp\ FENCEAT\ IrPROPERTY LINE 73' Nto �Jo iv N b y �19.� \� N-4 o'' y\ NJ- \ 10' PRIVATE SEWER EASEMENT PER BOM 1985, 232 V \ -E- CONC PIPE (TYP) \ L4 \ °01 S 7704'00" W 146.77' TIE TO THE CENTERLINE INTERSECTION OF LEWIS yA —61RCLE & CHESTER ROAD % \ \ \L5 LEWIS CIRCLE V (50' RIW) \ BUILDING SETBACK Z (TYP) PER RALEIGH LIDO R-4 ZONING CDR UDO 1.5.5.D NO ADDITIONAL DRIVE PROPOSED IN THE SITE PLAN CREATED FRONT YARD AREA O 1—28-2021 m m �z N z N NEIL C. VINING SUZANNE S. VINING TURNING POINT SURVEYING PLLC LOT 15 N o FAIRVIEW SECTION OF BUDLEIGH N 1921 LEWIS CIRCLE 4113 JOHN S. RABOTEAU WYND O RALEIGH NORTH CAROLINA RALEIGH, NORTH CAROLINA 27612 DATE: 01-28-2021 DWG. N0 �7 FAX (800) 948 - 0213 PH (919) 781- 0234 SCALE: 1 " = 50' A-24344 License No: P-0121 GENERAL NOTES1.THESE PLANS ARE DESIGNED TO BE USED BY A LICENSEDGENERAL CONTRACTOR.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THATALL PHASES OF CONSTRUCTION COMPLY WITH ALL BUILDINGCODE REQUIREMENTS.3.PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR IS TOREVIEW ALL PLANS AND BE RESPONSIBLE FOR VERIFYING ALLDIMENSIONS AND CONDITIONS.4.ANY DISCREPANCY IN THE PLANS IS TO BE BROUGHT TO THEATTENTION OF THE DESIGNER PRIOR TO THE BEGINNING OFCONSTRUCTION.5.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL HAVEPRECEDENCE OVER SCALED DIMENSIONS.6.PLUMBING AND HVAC PLANS ARE TO BE HANDLED BY THEGENERAL CONTRACTOR UNLESS SPECIFIED OTHERWISE. EACHMUST COMPLY WITH ALL BUILDING CODE REQUIREMENTS.NOTE: DESIGNATES A SIGNIFICANTPOINT LOAD REQUIRING SOLID BLOCKINGTO FOUNDATION, PIER, OR SUPPORT BEAM.NOTE #1: (3)2X10 PT BLOCKSX 9.25" LONG OVER EXISTINGTRIPLE DROPPED BEAM TOSUPPORT 6X6 POST ABOVEPOST TO MASONRY COLUMNEXISTINGFOUNDATIONEXISTING MASONRYPIERS ON EXISTINGFOOTING TYP UNONEW 12" X 16" MASONRYPIER W/ #4 REBAR FULLHEIGHT EACH CELL AND6" EMBED INTO 32" X 28"X 10" THK. CONC. FTGNEW 6 X 6 PT POST ON16" X 16" X 10" THK. CONC.FTG AT 6 X 6 POST TYP4'-5"9'-2"4'-6"4'-0"12"6'-1"2'-1"6'-0"2'-1"6'-0"2'-1"4'-0"11'-6"1'-4"7'-2"1'-4"6'-9" FV4'-0"2'-8"MAXEXISTINGDROPPEDBEAMSUPPORTEXISTINGDROPPEDBEAMSUPPORTA SITE INSPECTION WAS PERFORMED BY WOODARDSEASE AND ASSOCIATES PC TO INSPECT EXISTINGFRAMING PRIOR TO ENGINEERING OF ADDITON.WOODARD SEASE AND ASSOC. ATTEMPTED TO VERIFYEXISTING CONDITIONS ON SITE. HOWEVER SOMETIMESEXISTING CONDITIONS MAY NOT BE VISIBLE OR MAY NOTBECOME VISIBLE UNTIL UNDER CONSTRUCTION.BUILDER/INSTALLER SHOULD CONTACT WOODARD SEASEAND ASSOCIATES PC IMMEDIATELY IF ANYDISCREPANCIES BETWEEN THESE PLANS AND ACTUALFRAMING BECOME EVIDENT DURING CONSTRUCTION.11'-11" FV12" 12"SHEET:OF:DESIGNER:DATE:DATE:12REV. #:PROJ. #:DWN. BY :ENGINEER:4SCALE:3CHKD BY:PRELIMINARYDO NOT USEFORCONSTRUCTIONSCALE 1/4" = 1'-0"4--/--/--BEW--/--/----/--/----/--/--DLSWPS20-20-27101/27/21Vining Residence 1921 Lewis Cir, Raleigh BUILDER: Madison Renovation Madison Renovation SEAL DATE: 01/27/2021 5535 WESTERN BLVD., SUITE 203 RALEIGH, NC 27606 OFFICE: (919) 307-3995 FAX: (919) 307-3996 WOODARD SEASE & ASSOCIATES, PC STRUCTURAL ENGINEERS LICENSE NO. C-3041 PLAN NO:Vining ResS-11FOUNDATION PLAN SCALE:1/4" = 1'-0"FOUNDATION PLANGENERAL NOTES1.THESE PLANS ARE DESIGNED TO BE USED BY A LICENSEDGENERAL CONTRACTOR.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THATALL PHASES OF CONSTRUCTION COMPLY WITH ALL BUILDINGCODE REQUIREMENTS.3.PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR IS TOREVIEW ALL PLANS AND BE RESPONSIBLE FOR VERIFYING ALLDIMENSIONS AND CONDITIONS.4.ANY DISCREPANCY IN THE PLANS IS TO BE BROUGHT TO THEATTENTION OF THE DESIGNER PRIOR TO THE BEGINNING OFCONSTRUCTION.5.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL HAVEPRECEDENCE OVER SCALED DIMENSIONS.6.PLUMBING AND HVAC PLANS ARE TO BE HANDLED BY THEGENERAL CONTRACTOR UNLESS SPECIFIED OTHERWISE. EACHMUST COMPLY WITH ALL BUILDING CODE REQUIREMENTS.EXIST2 X 10 PT FJ@ 16" OCEXIST2 X 10 PT FJ@ 16" OC EXIST 2 X 10 PT FJ @ 16" OC EXIST 2 X 10 PT FJ @ 16" OC EXIST 2 X 10 PT FJ @ 16" OC 2 X 10 FJ @ 16" OC EXISTINGBASEMENTEXISTING(3)2X10 PTPARTIALLY OVERFOUNDATION(FLUSH) W/CANTILEVEREXISTINGTRIPLEHANGER(3)2 X 10 PT (FLUSH)EXISTING(2)2 X 10 PT(BAND)EXISTING(2)2 X 10 PT(BAND)NEW2 X 10 PT FJ@ 16" OC EXISTINGTRIPLEHANGEREXISTING(2)2 X 10PT (BAND)NEW(3)2 X 10 PTCANTILEVER(FLUSH)NEW (2)2 X 10 PT(BAND)NEW (3)2 X 10 PT (FLUSH)SIMPSONLUS210-36 X 6 PT POST ABVATTACHED W/ SIMPSONL50 FRONT AND REAR AND(1)SIMPSON CS16 STRAPBY 16" LEFT AND RIGHT,TYP BOTH LOCATIONSSIMPSONLUS210-3NEW2 X 10 PT FJ@ 16" OC EXISTING(3)2X 10 PTDROPPED)BEAM ONBEAMNEW (3)2 X 10PT (DROPPED)CANTILEVERSIMPSONL30 EA.SIDE BANDTO GIRDERNEW(2)2 X 10 PTCANT. (BAND)SIMPSONLUS210 TYPNEW(2)2 X 10 PTCANT.SIMPSONLUS210-2(2)2 X 10 PT W/SIMP. HUC210-2EA. ENDHATCHED INDICATEDROPPED BEAM W/ NEWBEAM BEARING OVER2 X 10 FJ @ 16" OCNEW TO OLD BANDW/ (2) SIMP. TP35NEW2X8 PT@16"OC(2)2 X 10 PT ATLANDING ON 6X6PT POST TYP(3)2 X 8 PTRAISED TOSUPPORTSTRINGERS6X6 PT POST1" MAXNOTE#1NOTE #1: (3)2X10 PT BLOCKSX 9.25" LONG OVER EXISTINGTRIPLE DROPPED BEAM TOSUPPORT 6X6 POST ABOVEPOST TO MASONRY COLUMNA SITE INSPECTION WAS PERFORMED BY WOODARDSEASE AND ASSOCIATES PC TO INSPECT EXISTINGFRAMING PRIOR TO ENGINEERING OF ADDITON.WOODARD SEASE AND ASSOC. ATTEMPTED TO VERIFYEXISTING CONDITIONS ON SITE. HOWEVER SOMETIMESEXISTING CONDITIONS MAY NOT BE VISIBLE OR MAY NOTBECOME VISIBLE UNTIL UNDER CONSTRUCTION.BUILDER/INSTALLER SHOULD CONTACT WOODARD SEASEAND ASSOCIATES PC IMMEDIATELY IF ANYDISCREPANCIES BETWEEN THESE PLANS AND ACTUALFRAMING BECOME EVIDENT DURING CONSTRUCTION.SHEET:OF:DESIGNER:DATE:DATE:12REV. #:PROJ. #:DWN. BY :ENGINEER:4SCALE:3CHKD BY:PRELIMINARYDO NOT USEFORCONSTRUCTIONSCALE 1/4" = 1'-0"4--/--/--BEW--/--/----/--/----/--/--DLSWPS20-20-27101/27/21Vining Residence 1921 Lewis Cir, Raleigh BUILDER: Madison Renovation Madison Renovation SEAL DATE: 01/27/2021 5535 WESTERN BLVD., SUITE 203 RALEIGH, NC 27606 OFFICE: (919) 307-3995 FAX: (919) 307-3996 WOODARD SEASE & ASSOCIATES, PC STRUCTURAL ENGINEERS LICENSE NO. C-3041 PLAN NO:Vining ResS-22DECK FRAMING SCALE:CLG. HGT: 9'-0" (U.N.O.)1/4" = 1'-0"NEW FIRST FLOOR PLANGENERAL NOTES1.THESE PLANS ARE DESIGNED TO BE USED BY A LICENSEDGENERAL CONTRACTOR.2.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THATALL PHASES OF CONSTRUCTION COMPLY WITH ALL BUILDINGCODE REQUIREMENTS.3.PRIOR TO CONSTRUCTION, THE GENERAL CONTRACTOR IS TOREVIEW ALL PLANS AND BE RESPONSIBLE FOR VERIFYING ALLDIMENSIONS AND CONDITIONS.4.ANY DISCREPANCY IN THE PLANS IS TO BE BROUGHT TO THEATTENTION OF THE DESIGNER PRIOR TO THE BEGINNING OFCONSTRUCTION.5.DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL HAVEPRECEDENCE OVER SCALED DIMENSIONS.6.PLUMBING AND HVAC PLANS ARE TO BE HANDLED BY THEGENERAL CONTRACTOR UNLESS SPECIFIED OTHERWISE. EACHMUST COMPLY WITH ALL BUILDING CODE REQUIREMENTS.NOTE: DESIGNATES A SIGNIFICANTPOINT LOAD REQUIRING SOLID BLOCKINGTO FOUNDATION, PIER, OR SUPPORT BEAM.INDICATES LOAD BEARING WALLNOTE: (#) SHOWN AT GIRDER TRUSS,BEAM, AND HEADER SUPPORTSINDICATES NUMBER OF SUPPORT STUDSREQUIRED IN STUD COLUMN.8"EXISTINGHOUSEEDGE OFEXISTINGDECKEXISTING 2X CJ AND 2X RR @ 16" OCNEW (3)1.75 X 16 LVL(DROPPED)6 X 6 PT POST W/SIMPSON BC6 POST CAPAND (2) SIMPSON CS16STRAPS X 24" LONGFRONT AND REAR6 X 6 PT POST W/SIMPSON BC6 POST CAPAND (2) SIMPSON CS16STRAPS X 24" LONGFRONT AND REAREXISTINGHDR NOCHANGEREQ'DEXISTINGHDR NOCHANGEREQ'DEXISTINGHDR NOCHANGEREQ'DEXISTINGHDR NOCHANGEREQ'DNOTE #1: (3)2X10 PT BLOCKSX 9.25" LONG OVER EXISTINGTRIPLE DROPPED BEAM TOSUPPORT 6X6 POST ABOVEPOST TO MASONRY COLUMNNOTE #1 A SITE INSPECTION WAS PERFORMED BY WOODARDSEASE AND ASSOCIATES PC TO INSPECT EXISTINGFRAMING PRIOR TO ENGINEERING OF ADDITON.WOODARD SEASE AND ASSOC. ATTEMPTED TO VERIFYEXISTING CONDITIONS ON SITE. HOWEVER SOMETIMESEXISTING CONDITIONS MAY NOT BE VISIBLE OR MAY NOTBECOME VISIBLE UNTIL UNDER CONSTRUCTION.BUILDER/INSTALLER SHOULD CONTACT WOODARD SEASEAND ASSOCIATES PC IMMEDIATELY IF ANYDISCREPANCIES BETWEEN THESE PLANS AND ACTUALFRAMING BECOME EVIDENT DURING CONSTRUCTION.SHEET:OF:DESIGNER:DATE:DATE:12REV. #:PROJ. #:DWN. BY :ENGINEER:4SCALE:3CHKD BY:PRELIMINARYDO NOT USEFORCONSTRUCTIONSCALE 1/4" = 1'-0"4--/--/--BEW--/--/----/--/----/--/--DLSWPS20-20-27101/27/21Vining Residence 1921 Lewis Cir, Raleigh BUILDER: Madison Renovation Madison Renovation SEAL DATE: 01/27/2021 5535 WESTERN BLVD., SUITE 203 RALEIGH, NC 27606 OFFICE: (919) 307-3995 FAX: (919) 307-3996 WOODARD SEASE & ASSOCIATES, PC STRUCTURAL ENGINEERS LICENSE NO. C-3041 PLAN NO:Vining ResS-332ND FLR FRAMING1ST FLOOR HEADER C. FRAMING STRUCTURAL NOTES 1. ALL FRAMING LUMBER SHALL BE SPF #2 (E = 1,400,000 PSI, A. GENERAL NOTES Fb = 875 PSI). TREATED LUMBER SHALL BE SYP #2 (E = 1. THE ENGINEER WHOSE SEAL APPEARS ON THESE DRAWINGS IS 1,400,000 PSI, Fb = 975 PSI). STUDS SHALL BE MIN #2 OR THE STRUCTURAL ENGINEER OF RECORD FOR THIS PROJECT. NO STUD GRADE. OTHER PARTY MAY MODIFY OR REUSE THESE CONSTRUCTION 2. LVL SHALL BE LAMINATED VENEER LUMBER OR PARALLEL STRAND DOCUMENTS WITHOUT WRITTEN PERMISSION FROM WOODARD LUMBER (PSL) WITH THE FOLLOWING PROPERTIES: E = SEASE &ASSOC. OR STRUCTURAL ENGINEER OF RECORD. 2,000,000 PSI, Fb = 2900 PSI, Fv = 290 PSI. ENGINEERS SEAL ONLY APPLIES TO STRUCTURAL COMPONENTS 3. PROVIDE DOUBLE TOP PLATES IN ALL EXTERIOR WALLS. AND SYSTEMS AND DOES NOT CERTIFY DIMENSIONAL ACCURACY STAGGER JOINTS MIN 24 , W/ (4) 16d NAILS. OF THE ARCHITECTURAL LAYOUT. 4. WALL BRACING SHALL CONFORM 1O 0. 2. THE ENGINEER SHALL HAVE NO LIABILITY TO THE HOMEOWNER OR TO OTHERS FOR ACTS OR OMISSIONS OF THE 5. SET ALL JOISTS AND BEAMS WITH NATURAL CAMBER UP. ENDS CONTRACTOR/BUILDER OR ANY OTHERS PERFORMING WORK ON LAPPED MIN. 6" OVER BEARING SHALL BE SECURELY NAILED THIS PROJECT. THE ENGINEER IS NOT RESPONSIBLE FOR TOGETHER. PROVIDE AT MIN. 1-1/2" BEARING FOR ALL JOISTS CONSTRUCTION SEQUENCES, METHODS, OR TECHNIQUES AND MIN. 3" FOR BEAMS (U.N.O.). AND/OR SAFETY REQUIREMENTS IN CONNECTION WITH THE 6. ALL FRAMING EXPOSED TO MASONRY OR WEATHER TO BE CONSTRUCTION OF THIS STRUCTURE. PRESSURE TREATED. SILLS MIN. 2X6. 3. CONTRACTOR ASSUMES ALL RESPONSIBILITY FROM DEPICTED 7. STRUCTURAL MEMBER FASTENING TO CONFORM TO TABLE OR IMPLIED STRUCTURAL INFORMATION. SHOULD ANY R602.3 (1) AND (2). DISCREPANCIES BECOME APPARENT, THE STRUCTURAL 8. ENGINEER OF RECORD MUST BE NOTIFIED IMMEDIATELY BEFORE DOUBLE ALL JOISTS: A)UNDER PARALLEL PARTITIONS; B) CONSTRUCTION BEGINS. OPENING HEADERS/TRIMMERS; C)UNDER TUBS W/ 12' OR 4. ONLY SEALED DRAWINGS W/LATEST REVISIONS ARE APPLICABLE GREATER SPAN. FOR CONSTRUCTION. 9. STUDS SHALL NOT BE CUT FOR PLUMBING / ELECTRICAL/ 5. ALL CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL MECHANICAL RUNS WITHOUT STRAPPING AT EACH SIDE PER CONFORM TO THE LATEST REQUIREMENTS OF "2018 NORTH R602.6. ENGINEER IS NOT RESPONSIBLE FOR FAILURES IN CUT CAROLINA RESIDENTIAL CODE" AND LOCAL REGULATIONS. MEMBERS. DO NOT CUT BEAMS OR GIRDERS. 6. DESIGN LOADS 10. BALLOON FRAME GABLE END VAULTED WALLS AND ALL WALLS STRUCTURAL SYSTEM L.L. D.L.T.L. STRUCTURAL SYSTEM L.L. D.L.T.L. HIGHER THAN 10' W/ 2X4 @12" O.C. OR (2)2X4 © 16". MULTIPLE FLR (PRIMARY DWELL'G.) 40 10 50 ATTICS W/ FIXED STAIRS 40 10 50 UNIT WINDOWS IN WALLS HIGHER THAN 10' TO HAVE MIN. FLR (SLEEPING RMS.) 30 10 40 STAIRS 40 5 45 DOUBLE STUD POCKETS, U.N.O. BALCONIES (EXTERIOR) 60 10 70 GUARDRAIL/HANDRAIL 200 200 11. INSTALL I-JOISTS PER MANUFACTURER'S SPECIFICATIONS. MIN. I-JOIST BEARING: 1-3/4" AT ENDS, 3-1/2" AT INTERMEDIATE DECKS 40 10 50 ROOF SYSTEM 20 10 30 SUPPORTS. ATTICS W/OUT STOR. 10 10 20 CATHEDRAL 20 15 35 12. TRUSS DRAWINGS MUST BE SEALED BY THE TRUSS ATTICS W/ LIMITED STOR. 20 10 30 INTERIOR PART'N. WALL 9 9 MANUFACTURER AND REVIEWED BY WOODARD SEASE &ASSOC. WIND VELOCITY: 115 MPH (ULTIMATE) TRUSS DRAWINGS TO DESIGN AND DOCUMENT ALL REQUIRED EXPOSURE: B BEAMS, HANGERS, AND POINT LOAD REACTIONS. TRUSS 7. DEFLECTION: FLOOR: L/360, ATTIC W/ CEILING: L/240, ROOF: DESIGN, FABRICATION, AND DOCUMENTATION SHALL MEET ALL L/180 - MORE STRINGENT CRITERIA MAY BE USED AT REQUIREMENTS OF R502.11. ENGINEER'S DISCRETION OR AS REQUESTED. 13. MINIMUM HEADER SIZE AND SUPPORTS: 8. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL CONTACT # JACK STUD REQUIREMENTS FOR SUPPORTING: ARCHITECT FOR ITEMS NOT DIMENSIONED. SPAN BEAM* ROOF/CLG ROOF/CLG + FLR ROOF/CLG + 2 FLR 4'-0" (2) 2X6 (1) 2X4 (1) 2X4 (2) 2X4 B. FOOTINGS AND FOUNDATION 4'-6" (2) 2X8 (1) 2X4 (2) 2X4 (3) 2X4 1. OWNER OR BUILDER IS RESPONSIBLE FOR VERIFYING SOIL 6'-8" (2) 2X10 (1) 2X4 (3) 2X4 (4) 2X4 8'-10" (2) 2X10 (2) 2X4 (4) 2X4 (4) 2X4 BEARING CAPACITY, MIN. ASSUMED = 2000 PSF 10'-0" SEE PLAN SEE PLAN SEE PLAN SEE PLAN 2. MINIMUM SPREAD FOOTING SIZES: (128 DAY STRENGTH: MIN. 14. ALL POINT LOADS TO BE COLUMNED/BLOCKED (THOUGH 3000 PSI) JOISTS) DOWN TO FOUNDATION. STORIES WOOD FRAME WOOD FRAME + FACE BRICK 8" MASONRY 15. FIREBLOCK TO CONFORM WITH R302.11. MIN.FTG WIDTH MIN.FTG DEPTH MIN.FTG WIDTH MIN.FTG DEPTH MIN.FTG WIDTH MIN.FTG DEPTH D. ROOF FRAMING NOTES 1 1'-0" 0'-8" 1'-0" 0'-8" 1'-4" 0'-8" 2 1'-3" 0'-8" 1'-3" 0'-8" 1'-9" 0'-10" 1. PROVIDE 2X4 ATTIC COLLAR TIES AT 48" O.C. AT UPPER 1/3 OF 3 1'-5" 0'-10" _ 2'-0" 0'-10" 2'-8" 1'-0" ATTIC SPACE (U.N.O.). 3. FOOTINGS SHALL HAVE MIN. 2" PROJECTION EACH SIDE OF 2. ALL RAFTER SPANS ARE CALCULATED ON SPF #2 (U.N.O.). FOUNDATION WALLS. 3. MINIMUM ROOF PITCH TO BE NO LESS THAN 3:12 (INCLUDING 4. FOUNDATION WALL TO BE 8" CONC. BLOCK OR 8" BRICK & CRICKETS AND SADDLES). BLOCK (U.N.O.) 4. ALIGN ALL RAFTERS OVER STUDS BELOW. 5. FOUNDATION WALL TO HAVE A SOLID 8" MASONRY CAP. 5. RAFTERS SIZES SHOWN ARE MINIMUMS TO MEET STRUCTURAL 6. PIERS TO BE 16" X 16" CONC. BLOCK (AND/OR AS REQUIRED REQUIREMENTS. SIZES MAY BE INCREASED TO PROVIDE MINIMUM PER SECTION R404.1.5.4 OF 2018 NCRC) ON 32" X 32" X 10" INSULATION VALUES OR AIR PASSAGES. CONC. FOOTING (U.N.O.). 6. USE 2X10 OR FUR DOWN RAFTERS FOR VAULTED AREAS. 7. TIE ALL HALF PIERS INTO WALLS. 8. GIRDERS AND PIERS SHALL BEAR ON CENTER 1/3 OF PIER AND 7. ATTACH VAULTED RAFTERS WITH HURRICANE CONNECTORS: FOOTING, RESPECTIVELY. SIMPSON H2.5A OR EQUAL, TYP. 9. MAXIMUM DEPTH OF UNBALANCED FILL AGAINST FOUNDATION 8. DOUBLE HIPS MAY BE SPLICED WITH A MINIMUM 6'-0" OVERLAP AT WALLS SHALL BE AS FOLLOWS: 6'-0" FOR 12" CONCRETE CENTER. MASONRY UNIT (CMU) WALL; 4'-0" FOR 8" CMU WALL; 1'-6" 9. DO NOT SPLICE VALLEY BEAMS. FOR PIER AND CURTAIN WALL. 10. FUR RIDGE AS REQUIRED FOR FULL RAFTER CONTACT. 10. ANCHOR BOLTS TO BE MIN. 1/2" DIA. © MAX. 6'-0" O.C. AND 11. DESIGN DEAD LOAD BASED ON 240 LB FIBERGLASS SHINGLES MAX. 12" FROM CORNERS. BOLTS SHALL EXTEND MIN. 7" INTO (U.N.O.). CONCRETE OR MASONRY. 12. BRICK ABV. LOW ROOF TO HAVE L6"X4"X5/16" (LLV) PER 11. MIN. CRAWL SPACE ACCESS IS 36"(W) X 22"(H) AND LOCATED AT BEST LOCATION WITH REFERENCE TO GRADE. SECTION 703.8.2.1 & FIGURE 703.8.2.1 OF 2018 NCRC. 12. FOUNDATION VENT REQUIRED 3'-0" (MAX.) FROM Ea. CORNER. 13. BRICK ABV. LOW ROOF TO HAVE TRIPLE RAFTER AT LOW ROOF 13. INSTALL FOUNDATION WATERPROOFING, DRAIN TILE, STONE W/ L4"X3-1/2"X1/4" (LLH) PER SECTION 703.8.2.2 & FIGURE AND POSITIVE DRAIN AS REQ'D. BY GRADE. 703.8.2.2 OF 2018 NCRC. 14. GARAGE SLABS: 4" CONC. W/ 6X6 WWM OR FIBER MESH, W/ 6 MIL VAPOR BARRIER OVER 4" OF CRUSHED STONE OR GRAVEL SEAL DATE:01/27/2021 ON TAMPED EARTH. 15. EXPANSION JOINT REQUIRED WHERE ENCLOSED SLAB MEETS FOUNDATION WALL. 0 16. BASEMENT SLABS SAME AS GARAGE W/ PERIMETER O 0 73 INSULATION AND NO EXPANSION JOINT REQUIRED. z O z7 c m -I -n z r C 0 O Z =I U) a-i O m < z a rri cn o Vining Residence WOODARD SEASE m o m * o cn //// & ASSOCIATES, PC Cf) 1921 Lewis Cir, Raleigh OI D w N -, Z BUILDER: Madison Renovation STRUCTURAL ENGINEERS Cr) g LICENSE NO.C-3041 �_ ` ` ` Ki 5535 WESTERN BLVD.,SUITE 203 RALEIGH,NC 27606 t t T- --'1 OFFICE:(919)307-3995 FAX (919)307-3996 DESIGNER: Madison Renovation PLAN NO: Vining Res HOUSE Proposed Deck Remodel creek Buffer Zone 2 outer limit Existing treehouse Existing Stone Walk Existing bridge That little corner is the only encroachment. No portion of it touches the ground. Maybe 6 sq ft overhangs edge of Zone 2. 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