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HomeMy WebLinkAboutPN16-16 • Issued by WiRO PN 16-16 For Pender Co. Permit Number CAMA MINOR DEVELOPMENT PERMIT Coastal Management ENVIRONMENTAL QUALITY as authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission for development in an area of environmental concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management" Issued to Jay and Charlotte Patterson authorizing development in the Estuarine Shoreline Areas of Environmental Concern (AECs) at 1260 Mallard Bay Road, in Hampstead, Pender County as requested in the permittee's application package, dated November 16, 2016 and received by DCM on November 21, 2016. This permit, issued on December 8, 2016, is subject to compliance with the application and site drawing (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void. This permit authorizes: Residential home addition and construction of a retaining wall. (1) All proposed development and associated construction must be done in accordance with the permitted work plat drawings(s) dated received by the Division of Coastal Management on November 21, 2016. (2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations, applicable local ordinances and FEMA Flood Regulations. (3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and modification of this permit. (4) A copy of this permit shall be posted or available on site. Contact this office at (910) 766-7221 for a final inspection at completion of work. (Additional Permit Conditions on Page 2) This permit action may be appealed by the permittee or other qualified persons within twenty (20)days of the issuing date. This permit must be on the project site and accessible to the permit officer when the project is inspected for Jason Dail compliance. Any maintenance work or project modification not covered under A mg CAMA LOCAL PERMIT OFFICIAL this permit,require further written permit approval.All work must cease when this permit expires on: 127 Cardinal Drive Extension I ington, NC 28405- 4 December 31,2019 r 1, In issuing this permit it is agreed that this project is consistent with the local Land PERMITTEE Use Plan and all applicable ordinances. This permit may not be transferred to another party without the written approval of the Division of Coastal (Signature required if conditions above apply to permit) Management. Jay and Charlotte Patterson Minor Permit#PN16-16 December 8, 2016 Page 2 (5) All buildings shall comply with the NC Building Code, including the Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more restrictive provision shall control. (6) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective sedimentation and erosion control measures. Disturbed areas shall be vegetated and stabilized (planted and mulched)within 14 days of construction completion. (7) Any proposed for grading within the 30' buffer from the Normal High Water level must be contoured to prevent additional stormwater runoff to the adjacent marsh and/or canal. This area shall be immediately vegetatively stabilized, and must remain in a vegetated state. (8) No structures, with exception of the authorized retaining wall, shall be located within the 30' Coastal Shoreline buffer, including but not limited to concrete slabs, stepping stones, roof covers, accessory buildings, swimming pools,stormwater drains, pump houses, etc. (9) This permit does not authorize the excavation or filling of any wetlands or open water areas. (10) The authorized retaining wall shall be located upland of any wetlands. (11) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise disposed of to a third-party. 3qab' az - -zoo7 SIGNATURES DATE: )`- , d PERMITTEE -NOTES- 1 This plot plan 5 of an -LEGEND- DRAKE ROAD existing parcel of land. SIR-1/2'Set Iron Rod 2 CC 2. Subject to restrictive • EIR-Existing Iron Rod 0 covenants,easements of •• EIP-Existing Iron Pipe MALLARD DRIVE z D-Disturbed record,zoning ordinance.& �� -CEO underground utilities.if any. �\ CP-Calculated Point R.'W-Right-of-Way 3. No title search by surveyor. \• \ MBL-Minimum Building Line MALLARD BAY ROAD • 4. References:MB 18,PG 12 st'E• • DB 2506,Pg 63 • 91 5. Flood Zone-AE 8/9(Effective) �� 5�E b' VICINITY MAP: NTS Flood Zone-AE 12/13;VE 14(Preliminary) Mop 93 Community Panel#370344 4213 J \ 6. Zone-RP-Pender County I \ Setbacks: \ Front-30' \ \ _ Side-10 r ll' .'t.. -_, `v/ .1_✓ Rear-25' , \o 7. Area by coordinate method �`"e ' \ DCM WILMINGTON, NC 8. Wetlands shown marked by others �P� \ ¢f \\�_ \ a \\?T, °,o° ,e \" N 0 V 2 2016 1 O GEORGE G. ROBERTSON �� DB 1041, PG 69ev x ''a• �\ \ MIDDLE CREEK f, '�,\ \ .PTo a'•EIP It \q5' per\\\ �N\ a 32 !d "\` \ r*' �1 <{7n�' \i C • 3\. sdA/j ,q# 1 EIP" VI ` p1t6t` �.• .. \ \A s� \ ��,*� A63 EXISTING DOC)< TO b1 "- S. '&'‘, DE RELOCATED.PER 't ^' ) \ OVNER ��• I5'1PROPOSED ,rt03 \SSttE' 3P. ,1` ,% t EytS DOO( O `p Z �(..,j"4 241T EXISTING +\ PORCH fCLa TO BE ;\ EIP ENCLOSED s )"/"4- • / w EIP LOT 4 \`1 PROPOSED ATED BULKHEAD Q \0.51 ACRES \ • FROM 404 WETLANDS �' ibq°�/PROPOSED 10'VIDE `:,, \ /// ,i COr�RETE DRIVE TO \ I pl�qJ TAPER TO 23'r2e' 1 . r �9 CONCRETE PAD •�`` l r �Q•- //S4. ..4 • i q`J ck- 0/"EIPD `\ : , 1\ r Q' O rl; JOSHUA D. PATTERSON ` \ Q DB 4621, PG 2443 EIP/ $ '�. I� \ E ZA' 5 ` I. SIRS 32' ly IMPERVIOUS CALCULATIONS. _ pT3"39� •�AN LOT AREA<Up to Bak-NNW - 17,107 SF<0.39 AC) ( l EXISTING RESIDENCE -2,342 SF 1 EIP PROPOSED ADDITION - 1,858 SF 1 (INCLUDING 12'SAVE) 1 PROPOSED CONCRETE DRIVE - 727 SF 1 1TOTAL IMPERVIOUS COVERAGE- 4,927 SF (28.131() (EXISTING I.PROPOSED) 1 NORTH CAROLINA EXISTING PORTION OF PROPERTY WITHIN 75' AEC - 9680 Sr 1 PEPIDER COUNTY EXISTING IMPERVIOUS - 1247 SF 1 PROPOSED IMPERVIOUS - 710 SF 1 IMPEVIO 1 I,WESTON LYALL,PROFESSIONAL LAND SURVEYOR (VITHTOTALIN 75'R AECUS SETlCOVERAGE- 1,957 SF (202x)Acx) NUMBER L•4438,CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL OPS SURVEY MADE UNDER MY SUPERVISION FROM (DEED 40 20 0 40 80 BOOK 2506,PAGE 63) AND THE FOLLOWING I m INFORMATION WAS USED TO PERFORM THE SURVEY: CLASS OF SURVEY:B;POSITIONAL ACCURACY:S00 RMS; GRAPHIC SCALE TYPE OF CPS FIELD PROCEDURE:VRSRTKGPS;DATUM: NAD83'2007",NAVD88;GEIOD MODEL:GEOID 03; PRELIMINARY PLOT PLAN FOR COMBINED GRID FACTOR:0.9999871;UNITS:US SURVEY FEET;THIS IS A SURVEY OF AN EXISTING CHARLOTTE PATTERSON PARCEL OR PARCELS OF LAND AND DOES NOT CREATE LOT 4,SECTION G,MALLARD BAY A NEW STREET OR CHANGE AN EXISTING STREET. J ,,,t�ckbC H+C,4 Zs, 1260 MALLARD PSTEAD,NC ROAD p R �• r 1=4•A•` O 1.1 TOPSAIL TOWNSHIP, FENDER COUNTY R2:NOV.21,2016 �`�•.••Q,C -S.S'4•• SCAN,!)1•0 4d Q 7C . Z R I:SEPT.7,2018 ! �?; AUGUST 22,2018 N BALLtkisTI ,. 4/� , % `488 _j 9 WESTON LYALL, PE, PLS, PLLC REGISTRATION NUMBER L '+d.�SU t .{Of'• �` 2 HOLLYHI RW NC 28445 SUITE1 S RIDGE, ra il�' .•.R 1 "'•L`ed PHONE,910.3294196/ FRM LICENSE OP-0937 +•,' a* STRUCTURAL&CML ENGINEERING&LAND SURVEYING v ,,,,,srFMv, .. WP'N+9pf1Mig ,♦ N\P )I� _ ttt!!! J(rl ^ I@ {� t()1Ly r U: P.� �'i iih Hk V VJ E W a U O Cr`(�z��,��y 4: U'`� r-g J - 52�zLL `t' O j qw.Kfloar OW.ewr.ai .a..z.rir I I I 'i`0 A.•.... ,'* `�." t T a o t O a O N=E 1 w RO W 1 HI 'i pQp,U fq- �� {- 1 I I - I r •r1• ,,, O`�N z25� W R' W {!1� F ' ,s oyg�t00O� qy a a LLa _ ExI[CVax YE _ o 1 m w m qi � or we..E wnnroarc,aw L N W�N w w J U± >-0 /riToee —'------- LL 3 Or AK. 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MO � ■ y _ III � 3.._rRarrr pion_ I� i floor I.wF -- . ..... .. ..... . .....---- I{Illlllllllllllil'Il I___ ig •E II11IIIl ICII IfallI11ilIIIIIIII1. III1{iIl 1111111111111,1111111111111111111111 N� •�*����•�♦ ♦�♦ ♦��••� ♦•1••••• -� ♦•♦4•�♦ �•���.•. ��•�•..�4�•� I_____ ... ____-I_ PROPOSED ROOF--__-i ' FT nw.owvapuT ••••••••••. • ••••••f •••••••;11 •O••••.1 •aCiii ••••••••••••' O08TMN ROOF TO REMMN UNCHANGED nTFwr,rflaurflrO f :. w meat.xMOHNONT rrw ROOF PLAN EDGE OF ROOF!HIP/RIDGE - -----1� ---- orSCALE.1/4"=1'0' --- FIRST FLOOR WALLS BELOW 38 Q F.asrrarar To EF..coeo ROT.MOO.To atarr.weua F.o.a:owmerr ——— PORCH HEADER BELOW rzzzarza SECOND FLOOR WALLS PAT MCCRORY Governor .,a DONALD R. VAN DER VAART Searlaiy BRAXTON DAVIS Coastal Management Director ENVIRONMENTAL QUALITY December 12, 2016 Jay & Charlotte Patterson 1260 Mallard Bay Road Hampstead, NC 28443 Dear Mr. & Mrs. Patterson: Attached is CAMA Minor Development Permit# PN 16-16 for work to be done 1260 Mallard Bay Rd., Hampstead, Pender County. An electronic copy of the permit has been sent to the Pender County Inspections Department. In order to validate this permit, please sign both copies of the permit as indicated for our records. Please retain the orange copy for your files, sign both pages of the white copy, and return to us within 20 days of receipt, in the enclosed, self-addressed envelope. This is not a valid permit until it is signed and returned to our office. Thank you for your prompt attention to this matter. Sincerely, c Shaun K. Simpson Permit Support Technician Enclosures Cc: WiRO files Pender Co. Inspection Dept. State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext.,Wilmington,NC 28405 919 796 7215 IAACLik °I) pi\) / Locality Permit Number . Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other (For official use only) GENERAL INFORMATION LAND OWNER-MAILING ADDRESS Name Jay 3 C h a►r lotk Da lfef so _-- Address l 2.Le o ro a l lard Bay Rd City l4 Qm f)5fra C) State NC zip 2 MV 3 Phone (0 lv7-0Z 70 Email Inc!? aff• nC� AUTHORIZED AGENT Name N Address City State Zip Phone Email IZteo mallard Ida Rd Hampskad INC Z8103 LOCATION OF PROJECT:(Address,street name and/or directioi>�to site;name oft he adjaceift waterbody.) address is list-c above - oFe OP Counh UM Rd - to I<c y mallard 1 fill 11- ends - tun Len- - pl Locakd a (- end O � at. sac41ttL v" LDESCRIPTION OF PROJECT: (List alroposed onstruction�a distur ne fB LX Isfjn) home ppro imafiu ibi3o sq - t;ef- — also adds on d aecK appro.imafl 1100 . . pf- to The I)tl< arid b The nvtt1 efn sid e c - the hI) se Also'rbu1I head or, cn irr side of wdFufigf- o u ty new boat piefk SIZE OF LOT/PARCEL: square feet Q , 4,3 acres PROPOSED USE: Residential 11 (Single-family IA Multi-family ❑ ) Commercial/Industrial El Other [] COMPLETE EITHER(I)OR(2)BELOW Contact your Local Permit Officer ifyou are not saPRiefliarraelD to your property): V 2 1 2016 (1) OCEAN HAZARD AECs:'TOTAL FLOOR AREA OF PROPOSED STRUCTURE: N/� square feet(includes air conditioned,living space,parking elevated above ground level,non-conditioned space elevated above ground level-b-ut , excluding non-load-bearing attic space) (2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT UPON SURFACES:3133 square feet(includes the area of the foundation of all buildings,driveways,covered decks, concrete or masonry patios,etc.that arc within the applicable AEC.Attach our calculations with th roject drawing.) Exishnq ; (q 23 SF Plo rSed = ZOIo 1Z IV = 3?33 s9 STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater Management Permit issued by the NC Division of Energy,Mineral and Land Resources(DEMLR)? YES NO If yes, list the total built upon area/impervious surface allowed for your lot or parcel: square feet. OTHER PERMITS MAY BE REQUIRED:The activity you are planning may require permits other than the CAMA minor development permit,including,but not limited to: Drinking Water Well,Septic Tank(or other sanitary waste treatment system),Building,Electrical,Plumbing,Heating and Air Conditioning,insulation and Energy Conservation, PIA Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile i Tome Park Approval,Highway Connection,and others.Check with your Local Permit Officer for more information. STATEMENT OF OWNERSHIP: I,the undersigned,an applicant for a CAMA minor development permit,being either the owner of property in an AEC or a person authorized to act as an agent for purposes of applying for a CAMA minor development permit,certify that the person listed as landowner on this application has a significant interest in the real property described therein.This interest can be described as:(check one) Title is vested in name of Pd l 15O1 F? E d UJ CUT e f E )( an owner or record title, ' � see Deed Book /(,f 2/ page /3 d If in the Pcn d f f County Registry of Deeds. { an owner by virtue of inheritance.Applicant is an heir to the estate of ;probate was in County. if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application. NOTIFICATION OF ADJACENT RIPARIAN PROPERTY OWNERS: I furthermore certify that the following persons arc owners of properties adjoining this property. I affirm that i have given • ACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit. (Name) (Address) (I) Joshua Pd Nissan Ern Lot- fo fhr south oP our to 2 GC°r Robes-son 12.S ad r Z8 3 ( ) 9 t _--_ Ha mp (3) (4) ACKNOWLEDGEMENTS: i,the undersigned,acknowledge that the land owner is aware that the proposed development is planned for an area which may be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu- lar hazard problems associated with this lot.This explanation was accompanied by recommendations concerning stabiliza- tion and floodproofing techniques. i furthermore certify that I am authorized to grant,and do in fact grant,permission to Division of Coastal Management staff, the Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information related to this permit application. This the t IQ day ofAIL__,20 As i bvcA"'"144112Ati6VAA" Mb Landowner or person authorized to act as his/her ageny'r purpose of filing a CAMA permit application This application includes:general information(this form), a site drawing as described on the back of this application, the ownership statement, the Ocean Hazard AEC Notice where necessary, a check for$I00.00 made payable to the locality,and any information as may be provided orally by the applicant. The details of the application as described by these mares am incorporated without reference in any permit which may be issued Deviatielytiehlsrdeiffit rill constitute a violation of any permit.Any person developing in an AEC without permit is subject to cPryieTiteitnl'aritl tilikinistrotive action. NOV 2 ' 2016 DCM WILMINGTON, NC \L'a To construct a retaining wall, new decking, and an addition to the existing home at 1260 Mallard Bay Rd., adjacent to Middle Creek & AlWW in Hampstead, Pender County N/A Jay & Charlotte Patterson NC Div. of Coastal Management 1260 Mallard Bay Road 127 Cardinal Dr. Extension Hampstead, NC 28443 Wilmington, NC 28405 Jason Dail, Field Representative 910-796-7221 I Receipts for Certified Mail (Staple Here) Date Joshua, Palf-trsor) Adjacent Property Owner rnpl—y Lot- mgiRl d�fstrddd NIT Z& yy3 City,State,Zip Code Dear Adjacent Property: r This letter is to inform you that I, J d Ch cif I D tJJI k r a ilC 'Kave applied for a CAMA Minor Property Owner Permit on my property at 12(2 0 m)11 d rd 13 a y Qc ,in E-1 d m p s le 3 C) Property Address J City I town in Pender County. As required by CAMA regulations, I have enclosed a copy of my permit application and project drawing(s)as notification of my proposed project. No action is required from you or you may sign and return the enclosed no objection form. If you have any questions or comments about my proposed project, please contact me at 910 312 7-0 Z 70 ,or by mail at the address listed below. If you wish to Applicant's Telephone file written comments or objections with the CAMA Minor Permit Program,you may submit them to: Jason Dail,DCM Field Representative LPO,County of Pender NCDEQIDCM 127 Cardinal Drive Ext. Wilmington, NC 28405 Ja 3 ChPlot* P [ sov) Proprty Owner /200 ind ll/rc' 63 12d Mailing Address J lfcunpsf-8 c// Iv( ZS 9V City, State,Zip Code FCE1VED NOV 21 2016 DCM WILMINGTON, NC ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS I hereby certify that I own property adjacent to # Ja Charlolk Pd1+rf c 's I (Name of Property Owner) property located at 1 2 0 M a �I !d rd 1331,1 Rd L-T o m ns , _ (Address,Lot, Block, ad,etc.) I on 4-n'` )C,OQ S 6 I ,in Pender County, N.C. (Waterbody) He has described to me as shown in the attached application and project drawing(s),the development he is proposing at that location,and, I have no objections to his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) Signature ,los ids Print or Type Name 970 - 3 697 0101, Telephone Number 1/17 2O/'/ Date NOV 21 2016 DCPI WILMINGTON, NC Receipts for Certified Mail 11-I u GD/V (Staple Here) Date G cor e (�ol�,rF5o0 Adjacent Pro erty1Owner iz mallarda Rd Mai►ing Addrrefs�s+ead N C gy y3 City,State,Zip Code6 Dear Adjacent Property: r, ` �y� This letter is to inform you that I, J a `i f) f t�1f IOW J`fi�ve applied for a CAMA Minor Property Owner Permit on my property at (2(p(7 mollidrd ✓a in (�d m St) V Property Addressy rl City Town In Pender County. As required by CAMA regulations, I have enclosed a copy of my permit application and project drawing(s)as notification of my proposed project. No action is required from you or you may sign and return the enclosed no objection form. If you have any questions or comments about my proposed project,please contact me at 910 3 tp 7- 02 7 0 ,or by mail at the address listed below. If you wish to Applicant's Telephone file written comments or objections with the CAMA Minor Permit Program,you may submit them to: Jason Dail,DCM Field Representative LPO, County of Pender NC DEC)/DCM 127 Cardinal Drive Ext. Wilmington, NC 28405 Ja ChdI[otk PRI-1-450r Property Owner I2 ( in H0 d 15a y �d Mailing Address J am f7skiid) kI C Zc fq3 City,State,Zip Code CFNED NOV 21 2016 0CNi W1LMENGTCN, NC ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS IL 1 I hereby certify that I own property adjacent to ill i ' 6011C F SO I I 's II (Name of Property Owner) property located at 2 L 0 m O b l l I d () a tiR d FI a Mrs it act n, (Address, Lot, Block, Road,etc.) on in bra GOa 5 Fa I , in Pender County, N.C. (Waterbody) He has described to me as shown in the attached application and project drawing(s),the development he is proposing at that location, and, I have no objections to his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) re Print or Type Name -ems 7 .,` . 3 - Telephone Number 7—" ram b Date RECEIVED NOV 2 j 2016 ()CM WILiviINGION, NC U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency OMB No. 1660-0008 National Flood Insurance Program Expiration Date: November 30,2018 ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION Al. Building Owner's Name FOR INSURANCE COMPANY USE PATTERSON JAY EDWARD Policy Number: A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. 1260 MALLARD DR Company NAIC Number: City HAMPSTEAD State ZIP Code North Carolina A3. Property Description(Lot and Block Numbers,Tax Parcel Number,LegalDescription, etc.) 28443 L4 PB 10/62 TOPSAIL ACRES A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5, Latitude/Longitude: Lat.34-23-25.55 Long. 77-37 45.46 Horizontal Datum: ❑ NAD 1927 0NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 3 A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawispace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b 0 sq in 0 d) Engineered flood openings? 0 Yes 0 No SECTION B—FL I OOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name& Community Number PENDER COUNTY 370344 B2. County Name Pender83.North Carolina State B4. Ma Panel No B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) Effective) ( ) 69. Base Flood Elevation(s) Number Date 3720421300 J 02/16/2007Revised Date (Zone AO, use Base 02/16/2007 AE Flood Depth) 9 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile [Jx` FIRM 0 Community Determined ❑ Other/Source: 611. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area (OPA)? Yes Designation Date: ❑ ❑x No ❑ CBRS ❑ OPA _,' 2016 FEMA Form 086-0-33(7/15) Replaces all prevusio edi'pn s rve, +a Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT:in these spaces, copy the corresponding information from Section A. Expiration Date: November 30, 2018 Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy NumbeNCE COMPANY USE 1260 MALLARD DR City HAMPSTEAD State ZIP Code Company NAIC Number _ North Carolina 28443 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: Ell Construction Drawings* *A new Elevation Certificate will be r equired when n ❑Building Under Construction* ❑ Finished Construction construction of the building is complete. C2. Elevations-Zones A1-A3o,AE,AH,A(with BFE), VE,VI-V30, V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a-h below according to the building diagram specified in item A7. In Puerto Rico only,enter meters. Benchmark Utilized: NIA. Vertical Datum:Geoid 12A VRS RTK GPS Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑x NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor(including basement,crawlspace, or enclosure floor) 9 p Check the measurement used. ! b) Top of the next higher floor feet ❑ meters 10 6 feet c) Bottom of the lowest horizontal structural member(V Zones only) _ N/A_ ❑ ❑ meters d) Attached garage (top of slab) 0 feet [3 meters N/A• feet(Describe eelevation of machinery or equipment servicing the building 7 ❑ ❑ meters e) Lowest type of equipment and location in Comments) ❑x feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 6 0 (finished) '------- � feet ❑ meters g) Highest adjacent grade next to building(HAG) ❑x feet h) Lowest adjacent grade at lowest elevation of deck or stairs, including N/A ❑ meters structural support X feet ❑ meters -------- SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer,or architect authorized by law to certify I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. elevation information. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No Certifier's Name 0 Check here if attachments. Weston Lyall License Number Title L-4438 Owner/PLS �aH,aueeurra;`�i` Company Name �®'"-�,. ° AROgj,"Fl Weston Lyall, PE, PLS, PLLC =�m°¢` Piace ▪ ': Address = ; l- 214 - '^ Highway 17 N.Suite 1 'y 1-f 8 ,, City , •'>'q • b Holly Ridge State 1, S ='�; °•'�;,-. ZIP Code .;'';37- IN,...r(P" North Carolina 2E3445 Signature i ' ji Date Telephone 17 7 10/25/2016 Copy all (910)329-9961 pages of# is Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location, This elevation certificate is preliminary for a proposed additioneonlyappliceble) Sections B8& B9: Information noted is the effective flood zone.The flood zone will be change to VE 14 flood zone flood map Section C2 e.The elevation for the existing AC unit. ,�- b � �Li' per preliminary FEMA NOV 2 1 2016 FEMA Form 086-0.33(7/15) Replaces all previous editions.GTON, i Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30,2018 IMPORTANT: In theses Paces, copy the corresponding information from Section A. INSURA Building Street Address(including Apt., Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Poliiccy Number:CE COMPANY USE 1260 MALLARD DR City HAMPSTEAD State ZIP Code North Carolina 28443 Company NAIC Number SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A(without BFE), complete Items El—E5. If the Certificate is intended to support complete Sections A, Band C.For Items El—E4, use natural grade, if available. Check the mesure ebt^used. In Puerto request, IB only enter meters. El. Provide elevation information for the following and check the a the highest adjacent grade(HAG)and the lowest adjacent grade(LAG)e boxes to show whether the elevation is above or below a) Top of bottom floor(induding basement, crawlspace, or enclosure) is • b) Top of bottom floor(induding basement, feet ❑meters ❑above or ❑below the HAG. crawlspace, or enclosure)is •E2. For Building Diagrams 6-9 with ❑feet ❑meters ❑above or permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the the next higher i gams 6-9 it C2.b in the diagrams)of the building is }, E3. Attached garage(top of slab) is - feet ❑meters (�above or ❑below the HAG. E4. Top of platform of machinery and/or equipment • - ❑feet ❑meters ❑above or 0 below the HAG. servicing the building is eet E5. Zone AO onty: If no flood depth number is available, is th toe p of the bottomflo❑orf elevated neaersccorda❑above nce with or ❑below the HAG. the co 's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this informationRmunity in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowled Property Owner or Owner's Authorized Representative's Name ge. Address City State Signature ZIP Code Date Telephone Comments PFCEIVED NOV 21 2016 FEMA Form 086-0-33(7/15) ❑Check here if attachments. Replaces all previous editiope, :. •_ , . �,Y.,,x�K �:, , ,v4,,„. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 IMPORTANT:In these spaces, copy the corresponding Information from Section A. Expiration Date: November 30,2018 Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Poollcy NumbeNCE COMPANY USE 1260 MALLARD DR City HAMPSTEAD State ZIP Code Company NAIC Number North Carolina 28443 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance Sections A, B, C(or E),and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the m can asu ementte used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information, (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. 0 The following information (Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: -----_. ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: • — 0 feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) RECEIVED NOV 2 4 2016 NC DCM WILMINGTON, FEMA Form 086-0-33(7/15) Check here if attachments. Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. Date: 008 IMPORTANT. In these spaces, copy the corresponding information from Section A. FOR INSU Expiration Date: November 30,2018 Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy NumbeNCE COMPANY USE 1260 MALLARD DR City State HAMPSTEAD ZIP Code Company NAIL Number North Carolina 28443 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographsinstructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative exmples off the flood o eg to the vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. openings or W .s-e iT ..Tt ` Y s.tiT7' .t` } • • . . t - LS _ I.. l I ___-.-. _ • P;,t Photo One Caption Front View(Road Side) Leo Ono 1 • s • I, ,' ,. - ', _., Photo Two Caption Rear View FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 IMPORTANT: In these spaces, copy the con o e Expiration Date: November 30,2018 FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. )or P.O. Route and Box No. Policy 1260 MALLARD DR Number. City HAMPSTEAD State ZIP Code North Carolina 28443 Company NAlC Number If submitting more photographs than will fit on the preceding with: date taken; "Front View" and "Rear View"; and, if required, 'Right Side View" and 'Left Side View." When applicable photographs must show the foundation with representative examples of the flood affix the openings photographs below. Identify all photographs penings or vents, as indicated in Section A8. Photo One Photo One Caption Photo One Photo Two RE E VEL. NOv 2 % 2016 Photo Two Caption Photo Teo ° FEMA Form 086-()_33(7/15) ' Replaces all previous editions. Form Page 6 of 6 U.S. ARMY CORPS OF ENGINEERS WILMINGTON DISTRICT Action Id. SAW-2015-00618 County: Pender U.S.G.S.Quad:NC-TOPSAIL NOTIFICATION OF JURISDICTIONAL DETERMINATION Property Owner: Charlotte Patterson Address: 109 Middle Point Road Hampstead,North Carolina 28443 Telephone Number: 910.367.0270 Size(acres) 0.9 Nearest Town Hampstead Nearest Waterway Onslow Bay River Basin New River USGS HUC 03020302 Coordinates Latitude:34.390365 Longitude:-77.629321 Location description: The subdivided property is located at 1260 Mallard Bay Road and is identified as PINs 4213-35- 5943-0000 and 4213-35-4892-0000.The property abuts the AIWW and supports approximately 0.20-acre of coastal wetlands,as indicated on the attached map.The applicant will apply for the construction of a bulkhead to prevent the property from further erosion created by wave action.The project area is within the CAMA Area of Environmental Concern and will require a CAMA permit prior to construction. Indicate Which of the Following Apply: A. Preliminary Determination X Based on preliminary information,there may be waters of the U.S.including wetlands on the above described property. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). If you wish,you may request an approved JD(which may be appealed),by contacting the Corps district for further instruction. Also,you may provide new information for further consideration by the Corps to reevaluate the JD. B. Approved Determination • — re are Navigable Waters of the United States within the above described project area subject to the permit requirements z •^ ection 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law .r.ur published regulations,this determination may be relied upon for a period not to exceed five years from the date of . this notification. rs There are waters of the U.S.including wetlands on the above described project area subject to the permit requirements of o Section 404 of the Clean Water Act(CWA)(33 USC§ 1344). Unless there is a change in the law or our published cn regulations,this determination may be relied upon for a period not to exceed five years from the date of this notification. Z _ There are no waters of the U.S.,to include wetlands,present on the above described project area which are subject to the 0 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. X 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 Wilmington,NC,at(910)796-7215 to determine their requirements. Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act(33 USC§ 1311). If you have any questions regarding this Page 1 of 2 PRELIMINARY JURISDICTIONAL DETERMINATION FORM BACKGROUND INFORMATION A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL DETERMINATION(JD):September 13,2016 B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:Charlotte Patterson,109 Middle Point Road,Hampstead,NC 28443 C. DISTRICT OFFICE,FILE NAME,AND NUMBER: Wilmington,Patterson,Charlotte/Residential/JD,SAW- 2015-00618 D. PROJECT LOCATION(S)AND BACKGROUND INFORMATION: (USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT DIFFERENT SITES) State: NC County/parish/borough: Pender City: Hampstead Center coordinates of site(lat/long in degree decimal format): Lat.34.390365°Pick List,Long.-77.629321°Pick List. Universal Transverse Mercator: Name of nearest water body:Onslow Bay Identify(estimate)amount of waters in the review area: Non-wetland waters: —403 linear feet: width(ft)and/or acres. Cowardin Class: Riverine Stream Flow: Perennial Wetlands:-0.20 acres. Cowardin Class: Scrub-shrub Name of any water bodies on the site that have been identified as Section 10 waters: Tidal: AIWW Non-Tidal: E. REVIEW PERFORMED FOR SITE EVALUATION(CHECK ALL THAT APPLIES): 0 Office(Desk)Determination. Date: ID Field Determination. Date(s): 15June2016 1. The Corps of Engineers believes that there may be jurisdictional waters of the United States on the subject site,and the permit applicant or other affected party who requested this preliminary JD is hereby advised of his or her option to request and obtain an approved jurisdictional determination(JD)for that site. Nevertheless,the permit applicant or other person who requested this preliminary JD has declined,to exercise the option to obtain an approved JD in this instance and at this time. 2. In any circumstance where a permit applicant obtains an individual permit,or a Nationwide General Permit(NWP)or other general permit verification requiring"pre-construction notification"(PCN),or requests verification for a non-reporting NWP or other general permit,and the permit applicant has not requested an approved JD for the activity,the permit applicant is hereby made aware of the following:(1)the permit applicant has elected to seek a permit authorization based on a preliminary JD,which does not make an official determination of jurisdictional waters;(2)that the applicant has the option to request an approved JD before accepting the terms and conditions of the permit authorization,and that basing a permit authorization on an approved JD c,uld possibly result in less compensatory mitigation being required or different special conditions;(3)that the applicant has the nilight to request an individual permit rather than accepting the terms and conditions of the NWP or other general permit thorization;(4)that the applicant can accept a permit authorization and thereby agree to comply with all the terms and C ` ..nditions of that permit,including whatever mitigation requirements the Corps has determined to be necessary;(5)that Fidertaking any activity in reliance upon the subject permit authorization without requesting an approved JD constitutes the ' -- :uplicant's acceptance of the use of the preliminary JD,but that either form of JD will be processed as soon as is practicable; c !.• accepting a permit authorization(e.g.,signing a proffered individual permit)or undertaking any activity in reliance on any ® rn jrm of Corps permit authorization based on a preliminary JD constitutes agreement that all wetlands and other water bodies on site affected in any way by that activity are jurisdictional waters of the United States,and precludes any challenge to such A-Orrisdiction in any administrative or judicial compliance or enforcement action,or in any administrative appeal or in any Federal court;and(7)whether the applicant elects to use either an approved JD or a preliminary JD,that JD will be processed as soon as is practicable. Further,an approved JD,a proffered individual permit(and all terms and conditions contained therein),or individual permit denial can be administratively appealed pursuant to 33 C.F.R.Part 331,and that in any administrative appeal, jurisdictional issues can be raised(see 33 C.F.R.331.5(a)(2)). If,during that administrative appeal,it becomes necessary to make an official determination whether CWA jurisdiction exists over a site,or to provide an official delineation of jurisdictional waters on the site,the Corps will provide an approved JD to accomplish that result,as soon as is practicable. 1 ON •NO1VlWV mY\ 9111.✓s.a ,1,w®.:. „ SAW Regulatory Viewer US Army Corps US ARMY CORPS OF ENGINEERS of Engineers or. s7:a .eIIIIVAI..sV r 0" LEGEND eb �, '� NC OneMap Parcels a t " NC Lidar Contours(Circa 2003) - i '"----- 4 Ft.Base Contour o Pt.r ( l ' 20 Ft.Base Contour i J ii / 100 Ft.Base Contour . Pen-meter 0.055 mi r , l Area: 0.1 ac , 4 , (,) ‘-.1 ..' ' '''' i. ' - • 6.4-'''' \ ,.... 040, ,, , 4,it . ,t ,oc,,,,,;.,.,, ......,,, , ..,,. ..1.-w.v / \ (LII it r i r Liy AAA § -c-., ..:,,,,,L: • • ) ) 4 �r�, m , w `--\ ' * . Perimeter:0.093 mi : , Area: 0.1 ac Oro/ �'' # w"�: +' a ., �,•�''" r ° � - F� �.�..,''$ • pen °f. ) ''r' US Army Corps of Engineers This map was produced using the ��nm �ir.i .� h� ,�r"°' ,:r ( � , SimSuite web application on: ; �d 13 Sep 2016 @ 1331 I I I-I I I.,crN¢nv..MENACE. wow G (ROAD-SIDE) PROPOSED B41■__ EI • r-t�• __ __.-'11d— 1 `. 11-6- 41 '__ _.�._ -- �' minir■catw I 1 i I a�.TT_tr _"_------ __-9 7 l 1 J _..__...... I T FxI6TN0sttaikiciTW�E 01 I J �'� I Illlllllll lll8 GEE 16'WIDE OVERHEAD DOOR try .. _ :fir c'?)r d_.. } MUOROOM ► TWO-CAR .: 'Ir,_'. �. _: - - -,__._,... - -_ _____ .. .. � 'w•rw', i . wV. \ GARAGE Y y __....._... �._ .. —_ { a —_I_ , ENTRY 1 EX NOMr.I1EDPOR EXIGTNONErpEN OBE NEYGOEL® QXtl1MGPdFN TON 1340® EIrT-SROYPOVPNOPO9IM MXIi,XXl W.. ro 3'-tP 11'�t d' 8-- ^r—bB--�-3� t--ve T_ _ __tar___. T, RIGHT ELEVATION ',. _. U f ( I i ' SCALE 118.,=1.-p. E7B8T. G143ET j Ce I N 4 F _ BATHS —'C" `I`— o F ..-I 62 b ,. r` ZSI S. I--0{orBi rcoo 7. KITCHEN - w BAT112 f ---I BEDROOM 2 �' F.3'.1`-�1-- Y2---�'9.4"- --_a-�• ? ;,t Ttt+GAR() Q SPX I O s L � O J I. I .>"tp �J�, iCLOSET Y h �� yQ MASTER .BEDROOM 3 to :F j�,t GI ,, �N.4,',^ LIVING ROOM Exlsr. ^ BEDROOM I T_. EXIST. ''..,8rON`-0 ` P°IthExISTwALL .._.T WALLSIll �'tln UEtN Cr) TO BE MASTER' TO BE _ ..-... REMOVED WIC. I ,� REMOVE') IQ _ - .__ .., -- ::::_ --✓--� IT IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR ANDNOR BUILDER TO _...-... T _14'.- �E_...._. �____1 -p•........___.-141 L,0N U ALL SIANSRGS,PROVISIONS,REQUIREMENTS,METHODS or CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N C UNIFORM BUILDING CODE,LOCAL 1 AGENCIES AND IN ACCORDANCE'MTH GOOD BUILDING PRACTICES.VERIFY i 16 ALL DIMENSIONS PRIOR TO CONSTRUCTION. I EXISTING EXISTING ' COVERED PORCH COVERED PORCH b, THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY 1 WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE, 11 PLS,PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN . .^ ■ ___.__ ...._ ....�. _.r-... .. 0 r. __ ::..�_ 0. _ ,-._ - .u .-...1 VIOLATION OF COPYRIGHT LAWS. �p_.__ _.._k_. _.___gyp• _I_ 10'.------- w - -- icy-- I ---10' -i WESTON LYALL, PE, PLS, PLLC ,,, 2,_,,,,,,,,,,-; PATTERSON RESIDENCE WESTON LYALL,PE,PLS,PLLC T,46 Ig AfN1A1TI>•^' 9f l 214 US HIGHWAY 17N HOLLY RIDGE,NC 28445E 1 1260 MALLARD BAY DR. EONPEI N .B,ESE• r£R. HAMPSTEAD,NC PHONE:910.329.9961 REY�gl gr pW FIRM%P-0937 (WATER-SIDE) 5',,, w �'w,os'MR<1',nfi1+ (WATER-SIDE) Eio'0ML at T1gG{c a vhstUN EXISTING FLOOR PLANS STRUCTURAL&CML EXISTING FIRST FLOOR PLAN c� Aa"Ep PEY ` ENGINEERING& __ nU EXISTING SECOND FLOOR PLAN LAND SURVEYING SCALE 1/8"=1_0^ IFSCALE 1!8"=1'-0" DAZE. DRAWN BY. FILENAME. SHEET. 10/25/2016 GP PATTERSON.dwg_ 2 OF 6 AT INTERSECTION OF NEW TO EXISTING WALLS,EXISTING SHEATHING SHALL BE REMOVED I NEW SHEATHING INSTALLED 2' BEYOND WALL EDGE.NEW 7/16' SHEATHING SHALL BE APPLIED (SEE SINGLE SHEATHED VAU. SPECIFICATIONS.THIS PAGE)SUCH THAT SHEATHING IS CONTINUOUS FROI EDGE TO EDGE.AS DEMOTED BT'SHEATHING'DIMENSION ON FRAMING PLAN. AT WALL JOINT,ATTACH WV 2x4 (ROAD-SIDE) STUD TO EXISTING 2x4 STUD USING I♦'LAG BOLTS 118'D.C. • • .._.15-8' 04Q+--1+-4'4,-.!r-6.4, • I'— __.--11'-6' 17.10' i Y-4 I:,B' _.-10. --1--7`+ S I SW., I INN SLOOPS NIECES I 18'%VIDE I la'9/ 4e I OVERHEAD DOOR / LINE OF EXIST 3.E11.52.EA0ER CORTN)04a 1cfl74 we I gg I i,0 b-POSCHEl4 A ERVES�TO ENO WALLS.SEE DETK ON OR.S I E f U TROD PORCH NE6E EN a).VMS MAY VON SEMEM+ \N . BEGINS.EXISTING �LOSII WTI COATMA11M EDON.TO PCMSM116MJ S- .. PORCH ROOF TC •... ".: z { BE REMOVED ANo I • n I I•-.EN -_�• REPLACED TWO-CAR gD MASTER1 HIS i GARAGE .b BEDROOM CLOSET r Ttr . i ' (VAULTED b /\ I{ - Ii CEILING) N 216B 2468 �� I MASTER \ 9-8' -4.-8' NbuE*wow,.To REA.vN AT C-E' N .1 BATHROOM R .I I N RIVMiwN9ra y •PANm LDCATICN AX.A i __4 VANITY y, T NIRA.a11A,N.x5lvl a+aov®EEEM ,' 3666E AND rarru;ISCAI wr T • ;.��,T tv CONTNHDue4-D rRmN>S.IA.G - / IZ6B6 —. 1M8,¢. d ,)--- b '0 LOCATIONSRCN NON WmNO MOTS 1 �l1 O L6AROO EROmMORSEMI.A"/ $ MUDROOM 0 5 "-. -___._y_ T.__.... _-i U SEARING PONT ON PRDWWU USE 8 i MNA-]AN STUD CCMAM ROW P. - T W L.AlJN6R B066 aTFOLo BUTLERS I b HER DINING 1., 4. i117 --- - '���---- 7 PINERY I al CLOSET ROOM A CO--wasT 77 a(e g a n s KITCHEN I b L -6"-=�-e^— I- I „— A • h I IIr-_ i-- I. —J. �. �`bA. APPLY NEW wWIV000N h I a FOYER 65'{ b i 1. PORTION OF LST.,O -?-3'-{3'$'--^'-'--'P-'^"7'3--'— rt2 Rfwea+v9ED EBw AT own. ' as CEcu.OSTS LOCATCN .rte9DR RNM,_ h STAIR WALL LOCATOR CaNRNawmcwm \ pip D.�WV. E REOLPa<ra. ��;v,NC _:, r ARR LOCATORS E8 LLME.1TSc '4 REw01 E5ISrNO1SI : b E 2,h..rnu,n EOM MIOTAM AWN�9 I -- AT SLAW LOCATE.FOREINISD.ESSI.02 N JC:ISTSATwo.srs wsR A I A ATETE EMU. ONp OPPED AAA LOCATION JOISTS SHALL - - �^ �} `I Nw No Nnmeoa DouEiwr war.4i 'i•�I DW' eFwR ON STAIR WAIL j DEcrcava> i I SEOPENTa.PARS VWLIEN.!KZ ��"tt __ ' _ ..E.wawcW SNMLLr NaR _ TYR E,1 AT r o<VERTICAL maESP.5.AT - RAPED SIR TOP _ -.. .- MDRwt®EIRiMNM to INTERMEDIATE FRAM.,TYR. EwSTwaoormeuc n blI A wu e I ` move AIAORONAC®NT»MT CBM AT I NIPIONKN NOTCNIN MFNID.ALL NITM yq4p U EXISTING ._.-I GSM LTM W S1INTT IOTNIII 8TRO it E� I p iti El N- :• USSMS•1SINM SAT TTOGNMNEEEIED As e! COVERED PORCH I �utow oduovoo•Nomew § S I co a D ;m I A16WiT#OEIAIp19R+pppIO MN S LIVING ROOM 1� O LU A TO BE ENCLOSED I N*eb.r C8 �?' ` O z /� W I SEDI@RS.NIB,SIMNL _ T� a> !' EXISTING PL.000 SPILL !!L SE MN.NaanoD65S p s m REMAN DN TNN SIPL APPLY _J BREAKFAST AAA oA<>wG eNNLSE Im } W I O m I i NEW PLTR°DO ON POTTION Of NOOK .9Trrx MEM 4'CONTINAOUS T` EA..MLR.SPNL APO i ANiNSTrn AN TeNrRAT 4, SHF_r.THiNG , u NENION ED •I PLYWOOD SNAIL i WT _.. ewer ❑ •-8' -4V-4" - I,' 1Y-1T A 1a-T rl r_11 --:.-g' -.r..--1a-1 I ' 3'4'711 19'-11`T, 1 8'-5' I 1C-0' I T S JSHALL RERAN j mnSloRawI Flo'PROPOSED SAS NG �C 1e"- r` b IF t4 EXISTING I g -oEcx,OE Iigt I ; COVERED PORCH! I 5 PORCHD •8a /ILA 2 Id :I 8 x 1 I 1a r.r I T ---1 IMPOSTS I w —la ATM., I--_----1Y- a 1e 11' LOROW CATORS PROPOSED FIRST FLOOR PLAN FI E,C ASP IS A'RIALL COWRY SCALE:1T8'=1'-0" arEARrrlli- MIL �DF �E«A>�•W ALL REAMS SHOWN ARE AT CEILING LEVELDMICAL SPECVICAltt+S SHALL HA.NeroEas-ec o«ceN BEARING LOCATION ASSURE A Mx OF Si.STUDS YH N 11 s°A:AA,:: AT THIS LOCATION.ASSURE CONTINUOUS BLOCKING SHEAR WALL LEGEND (WATER-SIDE) YRYY , TO FOUNCATION.REFER TO NOTE 9ON SHEET 6 - -- - I'' 1 SINGLE PLY SHEAR N6•iL r_ 013 ,,_.' ®DOJBLE FLY SHEAR NMLL :r0••'• , ••n' T SreY�iIONR i--1,�7T�C) F 6.5 FPS ORANROER0 SMALL.OR PIPPE.CULAR TO SILOS 1 Z:• L�Ir Vi: pF(„ yRUCMH SO.VAC M W4IK IN AT T CNC..YANG • \, IS."N�..060�('.Gtle y( STAIN' S OF PANG NO t AT SATERloo. A /I' •.,• ` T� F,NS pep,A ca,,,wyg 10_ T 5,P.a .AIL MILRIG AT MUM TOP RA: m DOOR NOTATION 'AND ,', •• • YY' AA££vv"��N co.,,,,N",CTOR, jot DoLBIFS.,rcu PLATER.int Nal NO DImEE1644 WOE .............. I W I CONDITIONED SQUARE FOOTAGE a o`NNEa- L,"- 00w',. STAGGERED AT Tw pa NE, I EFAIII Nt+W'LWY EXISTING FIRST FLODR:1,24B 6F E YStlB OF YWFSTON 5)SNELS PA.. SUOMI SC. -,-2 .Tfi� EXISTING SECOND FLOOR-675 SF GF �TTYEU 9.F11.C- Xx,Oi No PNM.L DMERS TNER fMt TOTAL EXISTING CCNORIOFEO.1.923 SF RAI. I AAA' m SLOCKIND aw:SE REC..AT ALL OPTS PROPOSED FIRST FLOOR I.1205F WESTON LYALL, PE, PLS, PLLC d TOTALPROPOSED OSFLOOR CONDITIONED.1.SS0SF IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR ANIMA BUILDER TO E PAT-VERSON RESIDENCE WESTON LYALL.PE.PLS,PLC CONFORM TO ALL STANDARDS PROVISIONS.REQUIREMENTS METHODS OF 1260 MALLARD BAY DR. 214 US HIGHWAY 17N.SUITE I TOTAL EXIST 6 PROP.CONDITIONED 1.603 SF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS MAYOR HOLLY RIDGE,NC.28446 WrCOlOrt10FED:ADAFF.4e6 SF STRUCTURES AS REQUIRED BY N C UNIFORM BUILDING CODE.LOCAL HAMPSTEAD,NC PHONE 910.329-BB81 AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES VERIFY FIRM lP-0937 EXIST.FIRST FLOOR PORCHES:320 SF ALL DIMENSIONS PRIOR TO CONSTRUCTION. PROP FIRST FLOOR PORCHES:550 SF (( PROPOSED FIRST STRUCTURAL&CML EXIST SECOND FLOOR PORCHES'J30 SF THESE PLANS CANNOT BE REDRAWN OF2RVFI1(UDUCED IN ANY PROP SECOND FLOOR PORCHES-.550 SF FLOOR FLAN ENGINEERING& WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL PE. LAND SURVEYING TOTAL F7 UNDATION FOOTPRINT:3933 SF PLS,PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN DATE: DRAWN BY: FILENAME SHEET. VIOLATION OF COPYRIGHT LAWS. 10/25/2016 GP PATTERSON.dwg 3 OF 6 III I 'II,2Ii I I ii .� �1 ' I. Jli ill i --- ea HEAR I DE _ -- — `'7''5 [---1-4--- _, ., , , ___, , . , ____________, ___, , _ „ , , 1 , , , , ; � ' l I r IIIllllllllflm IIl llit lllI!I1.Ill i ,lll1'III --- 1 I *F ._ ___ _ I 1 ,„.„ier644 —.�99D 9_0 ......._. m i ____ _ _==_ i,?i�LS+ fWET ii lair., IlIllllllJ'I..III.I,I IuIllflllll.I 1111111111111 L..l.I.IIILlI.II.I N lXY LEFT ELEVATION ....__.- --tg- SCALE'1B"=t'-O- z j, _ ow U U I TYPICAL AT INTERSECTION OF MEV TO 4a 0 3. SHEARWALL EXISTING WALLS,EXISTING N 5FEOFICATION5 SHEATHING SHILL DE REMOVED 6 O _ ' LINE QF FLOOR NEW SHEATHING INSTALLED 2' }£,, BELOW BEYOND WALL EDGE.NEW 7/16' W O '.6 W SHEAR twAU_LEGEND SHEATHING SHALL BE APPLIED Q Z ----- ZZ W (SEE SINGLE StEATHED WALL Yg T Y ®Sr.fiLE RV SMEAR VOL, SPECIFICATIONS,THIS PAGE)SUCH 0. THAT SHEATHING IS CONTINUOUS .4 0 I 6) ®DOUBLE PLY SHEAR WALL FROM EDGE TO EDGE,AS DENOTED I- I-- BY'SHEATHING' DIMENSION DN o.- ATTIC/STORAGE b 9 FRAMING RAN. I IC IT I- ., Be "IgUL roa uwNeRAY AT WALL.JOINT,ATTACH NEW 2x4 i aweuaHEUBB Mrw.AALTwCINESS UOS STUD TO EXISTING EA4 STUD LINE OF FLOOR i I I 6 ,%CAL.erc ENNAIE MO rDNOY EBAwuO USING 36'LAG BOLTS 8 18'GC. BELOW -__-_..- YUMA.IMMO PMu4ror AT emaa6uTE I [ WIMICAl ITM. n I 1 QMiVAMIM.W6aPKti ATpg4t lOP PU`EA r,�^ l OC4�d1{'RfLItit N.WOXMa1EN001ACPPa `-!r':1 wuBE A oarcHwBaaeOoion wu }Q aaaONPEOAT r8N0N1T9L o.� p 4'COMI9410U6 alanowe MW.LSFmURBIAT All Xetra &,:g b.y. 411E1114/60 1 44 2 -d$ G IF $"--Y 11• 'I $- _-__---IS'-I' t2' 0PTORS 1 T' 4-an NOTE:BONUS 1 __4 - a HNDR DENT I'. ROOM FF MAY BE Y I. I I HIGHER THAN - _cLosEr \ S. 1 • 2ND FLOOR FF, O INANDRNIS '{ 78Fc1.CL BEDROOM2 Ns • I 0 PER CODEf 1 t 8 1 BA7N2 _.� -�'_.4'-t0'. ' Q F .. u h I f µµ. S i 1 O 1 f , x To. zw +M 1 woo n 24861 Vi 5. I F. , I O¢ a BEDROOM4 r I I BEDROOM 3 ( 4,' a.et w U b' 8 4•COMIWIXIB -.{ O 1,1 lu d 1 8MEA77aNG 1 �. I ; E2410 PT OR 4.2z12 �' . ..LINE OF FLOOR .1 ' OM .m -}, BELOW ._---44•-D' ...__g I..--4,10-..-1—.....,1'-1(7--L--- 19-8'. ........_..__--..I i i i 'd¢ I, ; V'iZ EXISTING iP PROPOSED T� A I' Zr I I COVERED PORCH W1 COVERED PORCH I i. I I 'IpR.BEAM E7(ISTAIG HMI.SEAM EXISTING NOR REAM-. 2-200 PT HOC SF-AM ac10 PT FIOR BEAM I ' I RE - .__ v o' 1a } D4 I reA II LW,p` mows NOVMr 2 i (WATER-SIDE) 00114 '/ SCPALE POSED SECOND FLOOR PLAN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO {- /` e, � { :i!6"=1'-O CONFORM TO ALL STANDARDS.PROVISIONS.REQUIREMENTS METHODS OF I STANDARL ANDOwAM ALL BEAMS SHOWN ARE AT CEILING LEVEL CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR 1DOOR 1E1,04 STRUCTURES AS REQUIRED BY N C UNIFORM BUILDING CODE LOCAL Beau Dr AIDE _ AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES.VERIFY 1'0'i.u.L BEARING LOCATION.ASSURE A MIN.Of 3244 STUDS ALL DIMENSIONS PRIOR TO CONSTRUCTION. i ]tee:Dr ACE AT THS LOCATION.ASSURE CONTINUOUS BLOCKING rrn.0 TO FOUNDATION.REFER TO NOTE9 ON SHEET S. THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY CONDITIONED SQUARE FOOTAGE WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL.PE, PLS PLLC. ANY PARTY THAT TADS PART IN DOING SO IS IN EXISTING FIRST FLOOR.t,248 SF VIOLATION OF COPYRIGHT LAWS. EXISTING SECOND FLOOR 675 SF A54at t e 1 N N Nlll TOTAL EXISTING CONDITIONED 1.923sr i,• Py�j�,p WESTON LYALL, PE, PLS, PLLC PROPOSED FIRST FLOOR 13165E T OF PLA tBUCT''CN. .,•••�-• PROPOSED SECOND FLOOR 3805E AFB+AI.SEoOT`S OR �I'6•fi PATTERSON RESIDENCE WESTON LYALL PE,PLS.PLLC TOTAL PROPOSED CONDITIONED:1.680 SF 04SI ar(r+T80t sE MA,' • `Y: n) ".1-1. 214 US HIGHWAY MC SUITE E,6,IoHS I„G a O ,I tr.; - 1260 MALLARD BAY DR. HOLLY RIDGE,NC.28445 TOTAL EAST.&PROP.CONDITIONED 3403 SF sttaTS PEcOUI cw °"'MOITww 2 Z:is 1 's,= HAMPSTEAD,NC PHONE 810.329.9961 I.UNCONDITIONED GARAGE:4ea SF Vic) NBE tYTEc NtoF °TN "t :mn "� FIRM 8P-0937 EXIST FIRST FLOOR PORCHES.330SF c Es as,,Ero,uu - - `9 �dt'. - PROPOSED SECOND STRUCTURAL 8CML PROP.FIRST FLOOR PORCHES:550 SF tEe At PE.PtS. +''� , O EAST.SECOND FLOOR PORCHES.330 SF �vW- e'A o '' '�,J%A ' FLOOR PLAN ENGINEERING SURVEYING UR MG B PROP.SECOND FLOOR PORCHES:550 SF ,AA/lllNN.....V t1a,`s DATE: DRANK BY'. FILENAMELAND SURVEY S/EET'. TOTAL FOUNDATION FOOTPRINT'3 ate SF 10/25/2016 GP PATTERSON.dwg 4 OF 6 ON 4NOIONIW1IM WOG 910111 AON IHEADER, SIMPSON MS727 PROPOSED %r1.; ATDA�oa.NN T�FOOTING MIN nlm�sEl EXIBRIOR SEE PLAN STRAP(12 GA) I/ �m"°"En""°" I " tT00�69 0.1 STAC1a9D.FULLY GROUrtfl WITH 16 D NAILS. PORCH ON VARMRETNQ1LOw EPOZY NMI NIKO1 SET / COw.cTm ETRI "'"°-. / k 0 RT T• CMULI AL fCT 1L7 ��,I I CONCRETE I RF444 CO MC.I.EP 0 -- -_ — I/, �srorORTEo w._T-1P a9'--P ._._-IryT-Y-WCALNTHt.1_10N8 :;,I I�iw i SLAB � RuwrFn IR �, ~✓iiiii/?r i✓ir/i✓ii/✓r /✓//f///:ir li�i rri-,— --- FULL HEIGHT ,,,,,,,,,,,,,,,,, I, �- SEE PLAN FOR iiy�l I I GMR E M USDW a B �I FULL HEKSS OF I .v1AaE RNu.1NL BE I. (r I / I I REIom TOAUCw w ADEODAre SPACE FOR 1 RODS AND MST t�oobi I I PM.. b I Ei o I I I 1 STRAPS. ${{ I F-U I/ I I AT MONODARAGN LOCATION, r I ~ S__.._a___ T T_.. - .. e, t I I IDOuIRE ONTOPCP `EL -Da 2-alosrva=oee I -I- xmtoaw.2LI aR I • �m COcm� cm� DOUBLE • ELaNA11DN10wTCNM — j I ooer.o Ralo�la WIPE TO —— — MAIL aoR.iRE IV1 Dou.lETAOi.R� I SHEATHING r I I i IE,.1LOW I ® REQUIRED. _8'___-I-'—"d__'.r._.__ff ._5.- I._.i'__.. -._T_.- T__.__ T._._. ._6.-..._-. I EX E RODS SHALL Eel aaawaEamal F. ,,,,,,,,,,,,,,,,, EXTEND FROM CONCRETE P. a TO TOP OF LVL HEADER. 2.7x10 sYP rx f NUTS AND WASHERS DOSrwo�cal�amrt I R q a C] �� L�U i� SHALL BE LOCATED AT O JJJ I THE TOP OF THE BOTTOM �To�w kG PLATE AND THE TOP OF lNcwlaN I 1 % N'O.C. a Lw 1 I MN 101ROW OONCREIE.FOOTEEiAT MD E1O 2O".23"s+PCONC. i > EEMNOIADATgNE WE xal.+r owes G O FWTINOIMTHSM I ,',Y THE LVL HEADER. I A b1� ����•• _I I�VONOOLIO NNTO IMMO SO EIEE 4 FccoTNOM.AT �a 2-A5REBAR EACH A I rr;' , Z�-{� ,�''T — NlWMR OFOOTRI A .0fl ME. sY- DIRECTION. I ,...... L '_'.{� 41; (_t—1 L— 1 r--I WTERIOR FOOlY10t� 1II : , /,.. ICI EXISTING REMAIN fADE r ---- -I' I - t-r- Sh,DBnEDalloEa UNCHANGED --__ el I rel e� I I t._.JL J L_ ax�+Dswaava2eT _ � _ avlmn7rooNc. 1f I .__.5._2"- I`-4,4".I ��� [WI I. FoorwO wnlar OR Ii '-.: TT •„ DIRECTION,irlt RR REBAR EACH I IT,d•._.._ -_�_T S LOCAnoNa I 1�It �� _.._._,r•N--- 1 ---._9'-!"..__._..r L sawgcRwBR I r Ii `t•�rrni l coNTRAc �A~I MN1/NEfTOOM Nislillilliammi H _- MOW,op Is Lo9l.m.A0010PT / FOOTNO FL LASH WTI MIME IM ll -1-i Poo.N.1r LOS 11ZmRGD U MO[XNTINO FOOINOAil04.1EILE' I L i 1/' ' . - ENEEDIONiTNTOE.EIEi. CONTRACTOR DOLL VERIFY I I 1h70 BYP JxOMEN NEw BEARING INGT:OPOINTS DW i Cm�] �{ ¢e "�' EXISTING PORCH MATH P CONTRACTO COMER BELow.coNTRwcTOR aIw-L I ; ON CONCRETE 7E VERIFY MN.Nhx1'E10. SLAB CONCRETE FOOTING BELOW ' xh10 VP 02 GIRDER • NEW REMIND POIM LOCATIONS i i y I I ib O if TYPICAL GARAGE END WALL I i_ NOT TO SCALE L__. J L J;lI La ——— _ y/r r//i,/J!/u:t/•1/� uEErtioN IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO F"+-- H- NNO01.. ,,*O 0 CONFORM TO ALL STANDARDS,PROVISIONS,REQUIREMENTS,METHODS OF 11 I I I I ATM0113N 04RDtw,- y! CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR NOTE EXISTING I I I 11 ODENI IIiN STRUCTURES AS REQUIRED BY N.C.UNIFORM BUILDING CODE,LOCAL FOUNDATION NOT 1p�( $ II$ MR 20 DE24JOWL.s AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES.VERIFY OBSERVED Br REP OF 'I ` E tit! 1'•'O. I UT0l 6 ALL DIMENSIONS PRIOR TO CONSTRUCTION. 8 7 w a/ cor rRncTOTH OWL Q 1k Tar III S[pp1 THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY VERIFY FODnNGimEH i F1 imam Illlp _ • WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE. LOCATIONS AM SIZES 66 II■.t ' PLS.PLLC,ANY PARTY THAT TAKES PART IN DOING SO IS IN CRANL SPACE ACCESS MVO*0w(cR �L DOOM WIMP EREM1O ONION .N.]iOER RN 1.G:o In 3EST.i, 1 ' ',r' VENTS PER CODE VEHWFY - L1 -._____.�__._.___.___. __ ..._-_ _.._-. CI ,(_, VIOLATION OF COPYRIGHT LAWS. ACCESS LOCATION WIIH CONTRACTOR Cr �`I-'� WESTON LYALL, PE, PLS, PLLC 0 trxr PT PILES WITH 3'47 9 <.� p� q ,soFOUNDATION PLAN EMBEDMENT PER DETAIL 4/S-6 PER++s'N - 44.:AL = PATTERSON RESIDENCE WESTON LYALL PE,PLS,PLLC SCALE:1/8"=1'-0" ----- -- EDGE OF CONCRETE n4s1s rn�°t' yr(n Pv.Ns 2'�`i 5'\V - 1260 MALLARD BAY DR. 274 US HIGHWAY NC.17N SUITE28445 t MOLLY RIDGE.29-961 FOOTING-BELOW GRADE F�ENt�EGMa�TT,yU BVAO''"µ' _ T. gip��:v' I�IAMPSTEAD,NC PHONE 910.329-9967 PROPOSED FLOOR joio I ® PROP.8"CONCRETE BLOCK PERIMETER WALL 3 R, Rci TD FnD1«„ .HGIN£'"• t„` FIRM tP-0037 sHAu MATCH EXISTING F1c•,vA s 9`T c" oT WEs"'D '� S• `�� FOUNDATION PLAN 8 STRUCTURAL S.CML FINISHED FLOOR MIGHT --1 EXIST.8"CONCRETE BLOCK PERIMETER WALL T TAR,Itc ETT.7 Lgy. ��yc +eFFArUN l4ttt�` DETAILS ENGINEERING B NA LYK SURVEYING r' 1 DOUBLE STACKED,FULLY GROUTED CMU LAND I e I DATE DRAWN BY FILENAME. SHEET. L._ PIER.REFER TO PLAN FOR FOOTING SIZE DATE GP PATTERSON.dwg 5OF6 gt0Z 1, Z nON • • ., *eai GARAGE sue. REFER TO MINIMUM 2W ST X WW L(,"" " FOR TYPCL POST FOOTING TAIL NO.4 DETAIL NO. 5 - TYPIC• MINIMUMSPACING BA W)WALTLL SHEATHING P E,;CH POST CONNECTION ATTACHED PER CODE COVERED .... SCALE_____ NOT TO SCALE SCREEN NTS 5/8'D1A%t0'.. ..._.._ WIWITH HOUSE VNRM 6 FINISHED GALV.STEEL SIDING:ALL FLASHING PER CODE / D CK T DOLTS PROPOSED FAWNED FLOOR L, � ........^_ 14t5x24"LONG REBAR EACH DECKING AN"PLYWOOD HEIGHT SHALL MATCH EXISTING `f REFER TO 1/Se .. III __ ____ WAY THROUGH SAS POST FILL t0 FL00RJ018T8 AF LOORJOISTS AT --_ IpFICATIOMs 23N TREATED PLATE GIRDER L-__1 U 1 I mug STRAP CONNECTING SAND / FQTJ T1QIq!£ Qy_ GRADE } - lirOR GIRDER TO PILE, V.: % 1'X le'La1G GALV.Q F�pp SLOT --- STEEL.ONE STRAP, G7 , PATH OAFRANCHOR __ ......_.- .JJ 9CALE.ertE- Z 6BF. DECK BAN) �� EVERY QNq WTNN IT TREATED g �$—I OUTSIDE FAQ OF JOINT. S OF CORNERS NO - PLATE - REFERENCE TO tj w ` U 81X9'PT OR 6'%6'PT T` '., o I 'n DECK POST OR B'X8'PT IIIII ovEIMNGs.PaL COnF ' T W 0 PILE FROM BaoW. SEE DETAIL NO. 7 ak, GRADE--y r- B��HMS I PRELNx1FAGTURED.OF TOP OF FOOTING _Z ANDNIOI WRADEBY 01r919 /8'W1DEx 1P DEEP EXTERIOR . I O -, FOOTING YR'IH ED CMSW LL. ' .' z1P COIGNE b • O ,' ' FULLY FORCE A CMU WALL •. ( 1 .A.'''';''''' / /r 2 REINFORCE PATH 121d --- ' - 2�"x8"x18"CMU ARE AN F--3U'� F.�•'s� CONTINUOUS LONGITUDINALLY 7.DI it II ACCEPTABLE ALTERNATIVE TO MIN. / ,' .,4'..;/,'.,• .I 'NOTE.PROPOSED GRADE BEAMS FOOTING WIN gs/OR 248 rRMME MA. BOTTOM 6'CONCRETE PAD ( •-•--•--- �- HAVE BEEN DESIGNED TO CARRY - t -: OPTIONAL BRICK WAD. REBAR EACH DIRECTWN IYP. ii +++F'R+ 1 NOTES: TA DOUBLE STACKING FULLY AW g1CBp. 1.ALL DIMENSIONS WERE PROVIDED BY CONTRACTOR.A SITE VISIT HAS NOT BEEN MADE BY THIS GROUTED emu PIER ABOVE,AT NYF,t10Ep FOUNDATION SECTIONLu1I 'LED "iQ - INTERIOR FOOTINGS aRADP --_•-- OFFICE TO VERIFY DIMENSIONS,DIMENSIONS SHALL BE VERIFIED BY OWNER/CONTRACTOR PRIOR NOT TO sra R „ TO CONSTRUCTION.ADJUST HEIGHTS AND WIDTHS AS REQUIRED. „p$0 g 9EDe10 cnEXTYR _ -TyM 2-THIS DESIGN IS SITE SPECIFIC,AND INTENDED TO SHOW A PROPOSED REMODEL AND ADDITION Y1 PSYI/T tpItM/ IEPLMN �� REFERENCE INA �,,ty j7 TO AN EXISTING RESIDENCE. .n51066 GH G ADADER. F+ i ION100.N/I/Al 3-ONLY USE MATERIALS BELOW FLOOD BEE THAT ARE EITHER TREATED OR MOISTURE OVESI10115�11TWSGLN�rw- U DETAIL NO. 6 - TYPICAL HEADER ! I'B-,J RESISTANT. BY CBE BfC1U R£ WE a+ j TO POST CONNECTION FOUNQATTQ_N SECTION 4-VERIFY VNNDOWSZES AND LOCATION BY OWMERlOONTRACTOR PRIOR TO CONSTRUCTION ETG7 gPE p SCREEN NTS `���'.NIB 6-IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL CH/.ROE IE 0gGRETK C _ MSSA1,Ply PL''''PLL AIBTBAT TOOOIIC S/9,➢U1 X LB, STANDARDS OF THE NC BUILDING CODE.VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. .._..-.. -': GALV.STEEL 0-LUMBER IS SPECIFIED AS s2 SYP,AT 19%MOISTURE.LIES ARE DESIGNED WITH Fb.2950 PSI BNRPITGPPIAIE DETAIL NO. B- TYPICAL.GALVANIZED ANDE=2.0X10.18 _ - TIII PER co • BIX.TS ANGLE BAND CONNECTIONS 7-TIEDOWNS BY SIMPSON. sexxl rrr. FIRM coNOtl'.DNFD HEADER NTS 6-ALL WALLS SHALL BE FRAMED 2x4 SYP s2 R 16"D C.WITH MEN.2-2x10 HEADER BEAM AT 8,8' r FLOOR G OVERHEAD VIEW BAND/GIRDER INSIDE VIEW HEIGHT UNLESS NOTED OTHERWISE. III)2'EXIERKxt ORACE cO 5 y SIM WALL 4HE SHAHlI( STRAP)3/16' TO GIRDER CONNECTION OF GIRDER/BAND CONNECTION 9-ALL POSTS SHALL ALIGN WITH GIRDER/BEAMVPIER BELOW,AND SHALL BE CONTINUOUSLY PLYW000 TM 1n6'MB WITH WALL BIEATHBA w X 4'X IB1a1G GALV. N BLOCKED FROM BEARING POINT TO FOUNDATION.CONTRACTOR SHALL ASSURE A MINIMUM SHEATH..MAIL SE ATTACHED PER CODE COVEIEII -14'I' woTIp o.lobo Pr'''.or 0.STEEL,ONE STRAP, L FOOTING SIZE OF ALx10'BELOW NEW BEARING POINT LOCATIONS. wnR ALL WRAR4PwaE0 ¢ ■s 0cxxrP MATE To WPM. OUTSIDE FACE OF .HINT. } aDP+O.Au nAOIERO PER GONE 6'C6'PT 1 1 II I.A INSULATION SHALL MEET CURRENT CODE OOFI FRAANIO AHO OOINFV IF 3. PORCH POS SEE DETAIL N0.7 GALV.. - {TINT 11-ASSURE TO MAINTAIN 38'MIN.CLEAR WIDTH FOR ALL STAIRS,LANDINGS AND WALKWAYS. ATTACHED TO DOUBLE IRA E V. Sf!4RYY1�0�.•,.- GALV. ■�� •, TWO ROWS OP SO HAASSPACE0A 2Y 0,o0 J016TRAT y--.I 12.-RECEIPT OF THESE PLANS BY OWNER/CONTRACTOR AND ALL OTHERS ACKNOWLEDGE THEY j a oc.STEEL GW• 3.O.c.s1AOOFREO.rvPICAa I ACCEPT THIS PLAN IN EVERY WAY TO BE CORRECT,ANY DISPUTE OR CORRECTION MUST BE II_ E0- BOLTS NOTE ALL GALVANIZED "D ADDRESSED PRIOR TO CONSTRUCTION. I-, -- xae TREATED RATE ADD SIDE ANGLES TO BE 14-FIELD VERIFY THE 2ND LEVEL FLOOR SYSTEM HAS ADEQUATE SUPPORT OR BEARING. 10 -- '�AMIHOR E' TH BAND 4'x4'xl/1'-8'LONG VI7H NUT AND LOCATUS 24'A'BOLTS ONG VIi CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SHORING AT BEARING WALL REMOVAL - V.I. NC NOHOOTMN ITOF DETAIL NO. 7 - GALVANIZED EACH FLANGE LOCATION. Ptlo coos. STEEL STRAPS, 15-FIELD VERIFY ALL STAIRS)STEPS '� �f6' THICKNESS, tB' LENGTH, 1B-AL.L CONCRETE SHALL BE MIN.S,000 PSI AT 28 DAYS Ey.ER IO EiK+Fpl 17-OSHA REGULATIONS WERE NOT TAKEN INTO CONSIDERATION FOR THIS DESIGN.CONTRACTOR ER/I PERBAETG YNLI, 2' AND 4' WIDTHS SPECIFIED SHALL VERIFY ALL REGULATIONS AND CONFIRM ANY POTENTIAL HAZARDS PRIOR TO LIE10/I.6 AND may.=,, �j� ti- CONSTRUCTION. TYP•ICAL-WAIL SECTION NOT TO SCALE REFER TO TIT.WALL SECTION FwINr1 WA L+ ON THIS SHEET FOR WALL. .§TRUCTURAL LOADS. NTS I' SHEATHING.HOUSE WRAP AND FLOOR DEAD LOAD-fi PSf S'TYPICAL STRAPat FLASHING REQUIREMENTS FLOOR LIVE LOAD-AO PSF IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO BOLT PATTERN _A NAN.HOOP III I.WRU.IJEALI LUAU-BASF CONFORM TO ALL STANDARDS.PROVISIONS.REQUIREMENTS.METHODS OF EXT.WALL DEAD LOAD-10 PSF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR 31/'PLYWOOD ROOF LIVE LOAD-SD PSF STRUCTURES AS REQUIRED BY N.C.UNIFORM BUILDING CODE,LOCAL S' DECKING ..---._____..___ O� "`-""'""'"'""""'"`'"""" ROOF DEAD LOAD-10 PSF AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES.VERIFY I' I TREATED DECK 24 FLOOR J018t8 AT 16"O.C. PROPOSED FIN+SIIFD FLOOR WINO-120 MPH ASCE 7 06 EXP.C ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTE OTHER BOLT PATTERNS 1 JOISTS AT 18.O.C. __—_...______, HEIGHT SHAH NATL]/EXIBTBAO ASSUMED sec 2.000 PSF THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY ARE ACCEPTABLE PROVIDED _�_ ---_. - TREATED 2)00 DECK KAN)WITH 9{' 2 I FLOCM JORTS AT _ THE BOLT HOLE PATTERN WAY WITHOUT THE EXPRESS CONSENT OF PISTON LYALL,PE, rHRu BOLTS R OUT A L CERU CMU it O.C. PI PLS,PLLC.ANY PARTY THAT TAKES PART IN DOING SO IS IN DOES NOT VARY MORE THAN --- - ----- µi+NIB+ FULLY GROUT AMNOBOCELLS RIOIROER qL A/A 2' FROM THAT SHOWN CONTAINING BOLTS. \-1,CAPtO AAA VIOLATION OF COPYRIGHT LAWS. RADE 5S 11njNF5TACKEOP TREATED IERS ''�-L•�7' , '- . f4' WESTON LYALL, PE, PLS, PLLC REFER TO DETAA 1 FOR 3 SHALL REST LXRECTLY ON '4' .' I :,,,1 88.FOOTING AND ANCImraNG EXISTING GARAGE SLAB m"4� IOC 9 ^ WESTON LYALL,PE.PLS,PLLC "5 REQUIREMENTS AL PATTERSON RESIDENCE N_W .._-._. =_.- .._...--..._.._.- _ 214 US HIGHWAY 17N.SUITE 1 L--.4,.8__.1 ExB aA,-- 27 ry,`\�. = 1260 MALLARD BAY DR HOLLY RIDGE.NC 28M5 gOIXIDATION SECTION._ Q, HAMPSTEAD,NC PHONE:910.329-DB81 lQ}Bed-RFi 0 MQTKIN SECT-!4N_ .:1*, :\a041-,..''�v� FIRM AP-0937 'AA,,StoN L-.,AI FRAMING DETAILS STRUCTURAL a CIVIL A As ,,, ENGINEERING 8 A'PII I,I DINT' LAND SURVEYING DATE: DRAWN BY: FILENAME: SHEET'. 10/25/2016 GP PATTERSON.dwg 8OF6 Payment Proccessing Confirmation Date Received 11/21/2016 Check From (Name) Jay E. Patterson Name of Permit Holder Jay & Charlotte Patterson Vendor First Citizens Bank Check Number 5373 Check amount $100.00 Multiple Permits No Major/Minor Minor Permit Number/Comments Minor Fee, 1260 Mallard Bay Rd, Hampstead, Pender Receipt or Refund/Reallocated JD/3406D