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SC_19-25_ Denning
Issued by WiRO SC19-25 Surf City Permit Number CAMA MINOR DEVELOPMENT PERMIT NORTH CAROLINA 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 environment concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management" Issued to Mike Denning authorizing development in the Estuarine Shoreline (AEC) at 7021 7th Street, in Surf City, Onslow County as requested in the permittee's application, dated June 4, 2019, and received by DCM on June 5, 2019. This permit, issued on June 26, 2019, is subject to compliance with the application and drawing dated and received by DCM on June 25, 2019 (where consistent with the permit), all applicable regulations and special conditions and notes set forth below. Any violation of these terms may subject the permittee to a fine, imprisonment or civil action, or may cause the permit to be null and void. This permit authorizes: Proposed residential dwelling with driveway and parking areas. (1) All proposed development and associated construction must be done in accordance with the permitted site drawing dated received by DCM on June 25, 2019. (2) Any change or changes in the plans for development, construction, and/or land use activities will require re-evaluation and modification of this permit. (3) A copy of this permit shall be posted or available on site throughout the construction process. Contact this office at(910) 766-7221 for a final inspection at completion of work. (Additional Permit Conditions on Page 2) RECEIVEC JUL 0 3 2(1 DCM WILMINGTON, NC 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 C A LOCAL PERMIT OFFICIAL this permit,require further written permit approval.All work must cease when this permit expires on: 127 Cardinal Drive Extension December3l,2022 Wilmin n, C 28405- 45 In issuing this permit it is agreed that this project is consistent with the local Land Use Plan and all applicable ordinances. This permit may not be transferred to another party without the written approval of the Division of Coastal PERMITTEE Name: Mike Denning Minor Permit#SC19-25 Date: June 26, 2019 Page 2 of 2 (4) 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. (5) Any proposed for grading within the 30' Coastal Shoreline buffer(as measured 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 vegetated and stabilized, and must remain in a vegetated state. (6) No impervious coverage/built upon area, including but not limited to the house (including eaves), foundation pad, covered decking,etc. shall extend into the 30-foot coastal shoreline buffer. (7) This permit does not authorize the excavation or filling of wetlands or open water areas,even temporarily. (8) Shall the plan of development exceed 30% impervious coverage within 75' of the normal highwater line, the applicant shall effectively demonstrate, through innovative construction and design that the amount of impervious surfaces exceeding 30% impervious coverage within the 75' Coastal Shoreline AEC shall be managed and the AEC protected. All proposed development and associated construction must be done in accordance with a credible innovative design plan,sealed and sealed by a professional engineer. (9) Upon completion of construction and prior to the issuance of a Certificate of Occupancy(CO), a letter of certification must be received from the designer of the innovative system installed, certifying that the permitted system has been installed in accordance with this permit, the approved plans and his design specifications. Any deviations from the approved plans and specifications must be noted on the Certification and a permit modification may be required prior to receiving a CO. (10)All structures 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. (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. SIGNATURE: DATE: PERMITTEE G161 -24 Locality " ' Permit NumbeC(51ky 1-vx: Cot-' r 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 Ocean Hazard Estuarine Shoreline I.% ORW Shoreline Public Trust Shoreline Other treatment system),Building,Electrical,Plumbing,Heating and Air Conditioning,Insulation and Energy Conservation,FIA (For official use only) Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,Highway Connection,and others.Check with your Local Permit Officer for more information. GENERAL INFORMATION STATEMENT OF OWNERSHIP: LAND OWNER-MAILING ADDRESS I,the undersigned,an applicant for a CAMA minor development permit,being either the owner of property in an AEC or a n A 1�/A n.,.N N person authorized to act as an agent for purposes of applying for a CAMA minor development permit,certify that the person Name I�/� �'ftL^^� fin, `'► c listed as landowner on this application has a significant interest in the real property described therein.This interest can be Address tatk t`C a4� J ' described as:(check one) City 1,V1 rip yn�y� State 1�- /yin'Zi � Phone `�l�'(�►'- �n owner or record title,Title is vested in name of MIC{M-� _,.],4J1 I,`�� , �at 1,`�r� 353 09 I l a.i I• co see Deed Book t}t�3 page 15 in the O 0� County Registry of Deeds. Email AUTHORIZED AGENT ��J� an owner by virtue of inheritance.Applicant is an heir to the estate of i IAA I j ^n —7, ;probate was in County. • Name Wt�.( GlJ l� 'I►/,1 if other interest,such as written contract or lease,explain below or use a separate sheet&attach to this application. Address ��//`` �] �j� (� (� City . Son State NC. Zia Phone gl"l.. r/q(0.. -[q3 J NOTIFICATION OF ADJACENT RIPARIAN PROPERTY OWNERS: I furthermore certify that the following persons are owners of properties adjoining this property.I affirm that I have given Email Johnson bud(di Q2ineal/P JQ�f l'CQcornACTUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit. LOCATION OF PROJECT:(Address,street name and/or directions to site;name of the adjacent waterbody.) (Name) (Addre s) '1M i I c3-f e 6 + Pvc a�`445- (2) nohn soon -7 J-�GI u r -Icon+►e If- f200Slat di4 rwa_y he /J� (3) y t DESCRIPTION OF PROJECT:(List all proposed construction and land disturbance.) Neu �1(J �/On ACKNOWLEDGEMENTS: S I Tie_-a i ty horny 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- Qll O lar hazard problems associated with this lot.This explanation was accompanied by recommendations concerning stabiliza- SIZE OF LOT/PARCEL• %q/�7X ss quare feet •18 acres tion and floodproofing techniques. PROPOSED USE:Residential I (Single-family Multi-family 0) Commercial/Industrial❑ Other ❑ 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 COMPLETE EITHER(1)OR(2)BELOW(Contact your Local Permit Officer ijyou are not sure which AEC applies related to thi permit application. to your property): (� (1) OCEAN HAZARD AECs:TOTAL FLOOR AREA OF PROPOSED STRUCTURE: square feet(includes This the day of� 20 1 air conditioned living space,parking elevated above ground level,non-conditioned space elevated above ground level but excluding non-load-bearing attic space) a downer or person authorized to act as his/her age for purpose of filing a CAMA permit application (2) COASTAL SHORELINE AECs:SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR BUILT This application includes:general information(this form),a site drawing as described on the back of this application,the UPON SURFACES: O square feet(includes the area of the foundation of all buildings,driveways,covered decks, concrete or masonry patios,etc.that are within the applicable AEC.Attach your calculations with the project drawing.) ownership statement,the Ocean Ka:ard AEC Notice where necessary,a check for 8100.00 made parable to the locality,and T,) y Q any information as may be provided orally by the applicant.The details of the application as described by these sources are 3�0— FO(,lY►dA-4i CJr Dect- (Q Gb- Ve_wa "Set STATE STORMWATER MANAGEMENT PERMIT:is the project located in an area subject to a State incorporated without reference in any permit which may be issued.Deviation from these details will constitute a violation of Stormwater Management Permit issued by the NC Division of Energy,Mineral and Land Resources(DEMLR)? any permit.Any person developing in an AEC without permit is subject to civil,criminal and administrative action. YES NO If yes,list the total built upon area/impervious surface allowed for your lot or parcel: square feet. RECEIVED JUN 052019 ex ROY COOPER Governor r MICHAEL S. REGAN Secretary BRAXTON DAVIS Director June 26, 2019 Mike Denning 1316 NCHWY 242 S. Benson, NC 27504 Dear Mr. Denning, Attached is CAMA Minor Development Permit SC 19-25 for work to be done at 7021 7th Street, in Surf City, Onslow County. An electronic copy has been sent to the Surf City Inspections Department and you Agent. To validate this permit, please sign both copies as indicated for our records. Retain the orange copy for your files, and return the white copy 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. (Sinc rely, Permit Support Technician N.C. Division of Coastal Management Enclosures Cc: WiRO files SC Inspection Dept Thomas Johnson—Agent State of North Carolina I Environmental Quality I Coastal Management 127 Cardinal Drive Ext.,Wilmington,NC 28405 919 796 7215 -NOTES- 1.THIS SURVEY IS OF AN EXISTING PARCEL OF LAND. STUMP SOUND 7 2.SUBJECT TO RESTRICTIVE COVENANTS, EASEMENTS OF RECORD,ZONING ORDINANCE,&UNDERGROUND UTILITIES,IF ANY. 3.NO TITLE SEARCH BY SURVEYOR. 4.REFERENCES:MB 11.PG 3:DB 4889.PG 917 5.FLOOD ZONE.VE 11(EFFECTIVE) COMMUNITY PANEL#3720-424500-K,EFFECTIVE DATE 2-16-07 e1, 6.ZONE'.SURF CITY MHS SETBACKS PER TOWN:FRONT-15',SIDE-7.5',REAR-20' 'PAe 7.AREA BY COORDINATE METHOD s'A. s IMPERVIOUS CALCULATIONS: # 's�, 4'r gt LOT AREED 7,831 SFRESIDENCE 18 AC) \ ''�, *N�� PROPOSED RESIDENCE&PORCHES-1,440 SF i. EXISTING DOCK&CANOPY-474 SF 4 TOTAL IMPERVIOUS COVERAGE.1,814 SF(24.4%) mT MAX.ALLOWABLE(PER TOWN):3,132 SF(40.0%) YIONOTY NAP(Mrs) PORTION OF PROPERTY IN 75'AEC:5,65)(0.13 AC) EXISTING STRUCTURE WITHIN 75'AEC:474 SF -LEGEND- PROPOSED RESIDENCE WITHIN 75'AEC 1,328 SF SIR-}.2„Set Iron Rod TOTAL IMPERVIOUS COVERAGE:1,802 SF(31.9%) EIP-Existing Iron Pipe EIR-Existing Iron Rod EIP -CP-Calculated Point ( R/W-Right-of-Way ^ DB-Deed Book ea MB-Map Book ((C PG-Page I EOP-Existing Edge of Pavement PP-Existing Powerpole I o. WM-Existing Water Meter 7TH STREET 1 a MBL-Minimum Building Line' (80'FM) I -Property Line Surveyed CONTROL CORNER I L., -Property Line Not Surveyed I Z CONTROL CORNER N=256984.32=246848 I —N=256938.06 S34.1T13•E 55.94' E=2447824.93 EEIP• IR ----t� S35`05'31'E 54.22' EIP PROPOSED - `if ti:)1-'-- b 12'GRAVEL ru; DRIVEWAY .."4411 13.0' 30.0' , 13,.0' RECEIVED PROPOSED c I - RESIDENCE r* 44 g 164 JUN252019 is.COVERED b_i Flr, DCM WILMINGTON, P ` DONNY&DAWN DECK o ' v RENEE RHODES JOHNSON Z DB 1830,PG 629 DB 2437,PG 52 30'LAMA SETBACK I, 4. EXISTING BULKH • PROPERTY INFORMATION: i20'MBL_o VW MICHAEL DENNING EXISTINGOVERHEAD r ADDRESS: 1316 NC 242 SOUTH CANOPY BENSON,NC NC 27504 aULKHEAD AREA:0.18 AC. N34`12'13`W 55.94' REFERENCES:MB 11,PG 3,DB 4889,PG 917 s P PIN#424512767963 NORMAL M HIGH WATER NORTH CAROLINA CANAL COUNTY GRAPHIC SCALE IN FEET ONSLOW4=WO11 LYALL PRO/USSiQI l ANO SURVIVOR NWIOOA 3e 15 p ,CiNTWY THAT TOMPLOT PLAN WAS SRAM UNDER MYi- I OOPLIYIMOM PROP AN ACTUAL ORS"MOM OM it,►O 3) MAW WINOS ONI y$NNW AND TM PLUMING OMMIDNDM�m et POWAS L ACCURACY, OURYLrr CLASS OP PRtLIMIMARV PLOT PLAN FOR PIBO YDMItIMP01 DATUM NAM YOOr,ORS NAOI%MOONOMAISSOIDOMOp��% MICHAEL DENNING O.MMIM71 UM*US awry POOL---�- LOT 3,SECTION 4,BLOCK 38 OLD SETTLERS BEACH ���Q.gt1 -. , 7021 7TH STREET SURF CRY no j�4S =Z�QPO��g9tD r y� STUMP SOUND TOWNSHIP,ONSLOW COUNTY NC SEAL y SCALE., t"4.A I I.AR O. la Mr MAY a,A1/4 MAY ti,11M4 ,/Z`i : •• L-4438 o1 WESTON LYALL, PE, PLS, PLLC WESTO LYAL11 ...... `� $ -._ 1114 NILNIMAY 17N suns 1 REGISTRATION NUNOER L.441p ��y ..P4* %%/ MOLLY RLOOR,NC*44A ���� �,,�,3TON l.�P��r mains stS.ih.p{1 POW LM STRIIC`TlIR41 Ar`Ml -.AV,.,,t„.,.. ,,., ✓� j-0 ADJACENT RIPARIAN PROPERTY Y OWNER • S i-�TEIVIEN 1 FOR CA MA MINOR PERMITS S I heroby certify that I own property adjacent to /` /r !l e (Name of property Owner) property located at 70A3..__7'L`I c +, u„, L_t�Vt r t 0..� f ( ddress,Lot,Block,Road,etc.) onPrT- I�wt-IL in _ c_ U f" ` LIB/ ,N.C. (Waterbody) (Town and I.County) 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. jAPPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) , - Signature rnn\) �..., v\n5ani,11)0an 11, Print or Type N me OflfSO t� q10- 30S-at O Telephone Number Cry- -I Date 0 0 m m o m 0 Receipts for Certified Mail , —J f (Staple Here) Date ,gg y 4) Wd►� ro s!- s o�/a�'a. �✓,kea0�► Adjacent Property Owner c'0sp4 Mailino(Address. At 07K3a City,State,Zip Code Dear Adjacent Property: This letter is to inform you that I, '� `/�.%�" •'•ti'} have applied for a CAMA Minor Property Owner Permit on my property at ?0 j -S.1� �"' ' .t1' !'- ,in COUNTY 0 MS} 9 1<./ Property Address ---"`� 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 retum the enclosed no objection form.If you have any questions or comments about my proposed project,please contact me at(5 I J -(/I" Z ,or by mail at the address listed below. If you wish to Applicant's Telephone file written comments or objections with the LOCAL GOVERNMENT CAMA Minor Permit Program,you may submit them to: LPO NAME Local Permit Officer for LOCAL GOVERNMENT LOCAL GOVERNMENT ADDRESS CITY,STATE,ZIP CODE Sincerely P ern+Owner 13JL.1g1 Hwy (24 S. Mailing Address &sor;. Ai (>2qb-0'/ City,State,Zip Code O C) m n m 0 en < O o v z z s;)-, ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS I hereby certify that I own property adjacent to rn s (Name of Propertyft Owner)wn property located at /7/9' 7 S &'t-j � " i C,A/C I,( I(!� Address,Lot,BlockkRoadtc.)on1+i►�4.V"i A ,in �f f,/t--s/ 0(k/ ,N.C. (Waterbody) (Town and/or County) 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 hls proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) �e e� L , /Lde Print or Type Name - o33/ Telep ne N mber Date 0 0 t m rn rn o j Z z Receipts for Certified Mall (Staple Here) jj Date { p r1 -. ha J Adja.gnt�dPyr�eoe�typ wner 6_s Mart IAg s 't'h . Rc, cPR44-5 City,State,Zip Code Dear Adjacent Property: This letter is to inform you that I, ,/ have applied for a CAMA Minor Property Owner Permit on my property at -I fl 2'1 L•�J( '!`j 1 V • ,in COUNTY 0/VS Property Address 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 haveany.questlons or comments about my proposed project,please contact me at( 7)L i'` 1� - ,or by mail at the address listed below. If you wish to Applicant's Telephone file written comments or objections with the LOCAL GOVERNMENT CAMA Minor Permit Program,you may submit them to: LPO NAME Local Permit Officer for LOCAL GOVERNMENT LOCAL GOVERNMENT ADDRESS CITY,STATE,ZIP CODE Sincerely, ro caner /01(Q PCHw/drams Mailing Address ens-nn, Mc_ a?sti City,State,Zip Code f) C m F z z m N o v o�OFSUPe, �. Town ~of Surf City Water / Sewer Application - Change Form 7949 ,ff Applicant Name: fi Cv00i& / COL/a( s��2v?v�� •� (As name appears on Driver License) Surf City Address: /0 I / h Mailing Address: I /(o Nt" 0't1 a- S - bevisaui) /j/� d 7sOg Phone: 50- a R f 6 q .- Phone 2: Email: Nvyteill. 3 6- 1 (0y irnct( '- CGtnti Effective Date: Service Requested: [ _Water I Sewer I I Garbage (this service is automatically charged to all accounts) New Owner L Owner Tenant ! _ Disconnect Rental Agency: Agency Contact: Agency Phone: _.._.. Servicat will be connected when completed application and deposit has been received. Guarantee Deposit will be refunded after the final bill has been pai:d__and account has zero balance. Mail Deposits payable to: Tow of Surf City Utilities. PO Box 2475, Surf City, NC 28445 _ r Applicant Signature: Date: <� 1'` 1 Check appropriate Deposit. • Office Use Only New Account# 7 $150 Deposit (Pender County) i Date Paid $100 Deposit (Onslow County) Date Paid 50 Deposit (Irrigation) Date Paid $ 200 Deposit (Commercial) Date Paid m Received By: 0 rn Z - Rt ase complete Page 2 �, Town of Surf Cite .. = ` 201 Community Center Drive, Surf City, N.C. 28445 e "z x Phone: (910) 328-4131 o Fax: (910) 328-4132 I- www.townofsurfcitv.com comciev@townofsurfcity.com Permit Number: Date: Project Address: 7 i ?ILK 3 - Sp,c Cr /y i 6 Property-Owner: M 1<itcte ( Cr- DQ ift h ,"n5 Property-Owner Mailing Address: /,i /6 %i)G a.y�S_ B.✓5,0vi {iC 7 HOC/ Property Owner Telephone Number: G/iq- d.qi - 6 9 a a- Email Address: /y a,7dt3S^2 3,,4a;.co.4/f_ Project Information Dwelling Type: 'One/Two Family ❑ Town Homes ❑ Manufactured Home Bedrooms r of: 2 C Lawn Irrigation ❑Yes Clio Description of ProjeJc_t: J d�2t 1 �'J2S(,�✓L�r Oti L� , Jt� J,.JrS L rL P.`,I-e,71 • _- - Building Contractor __.__._ Contractor: D - fl V CL .n5 - 1 ,10 -, Phone ICiI_7 ) 39 'T73q Address: 7 b 0 o c / Q( City_ ,So -- State: M C. . Zip: Z DY NC Licenser:-9"1 G )� C %)ontact/Agent: Cell:(QI -7q( - 7-4 Email Address: J 011'i ©e-...6 ,1cV,``i c or:ipa,,,r t 5,k:,.c4(where inspection results will be emailed to) Project Cost Including Subcoltractors: $ 43 73 o Ooo Lien Agent-Required for Projects that Value S30.000.00 and Above. E,,,,.)..,-1 Lien Agent Company: IA_✓.,.,!' ./ a t N.i T t y 1 J . 7 ti J L)( c-L C 0 i„;,r.,7 1 0 y 91/1/10 Physical Address: 7- 0 Z t —17, J 4-cc f- City: -S v! C C . 4'� State: �/. C Zip: g V'if Mailing Address: 13 i to //C ZLf Z- .Sod r City: ee..1.1 o•- State: )1/- L • Zip: 2--73-0 1/ Phone: (9 i i) 7 % to -?-73 ? Fax: Email Address: .) 0,1,43 ah- g✓ ))ci, -tip o���-1.7 J h,w`) .c`'-, c xi „ F 'z )i a.,c w7r;rL 11 L n O cr, EN11AL APPLICATION Page 1 of 2 N rn Electrical Contractor Contractor: 1�4 t f,..e.I1 El ec,M c. h-c- Address: b y o D p /I,, c o ore: Je x City: Goa w;, State: it/. L Zip: Z 6'3 K if Phone o) 23-1- - Li-tr) NC License#: Z/Z 3 e -U/Email Address: 4pA /n .1I/_Ic-/-i:_ E ji,,4 :( ..c 45 ,--, Plumbing Contractor . Contractor: orw+ohj e/ ,,,-►b, q Address: 3 I 60 U .sow 1`z c_ City: C l 71- .., State: i/C. Zip: 2-} .Z Phone:`°I cO Sdo -17 g 33 NC License#: LZ I S Z Email Address: Mechanical Contractor Contractor: S T e pA.e,,s o H 2c;,1- R,..", 4. Address: 31 3 Si,;nw«I. Aa, City: G'�./. .i State: A/ C Zip: Z7-:,i L Phonekq 19) 3 2m - p ?b NC Licenser: f 2 b Li Li /EmI ail Address: II "- 3 TG/Jhcp hh SO , ✓ecc t cL o f , c a,^-, Gas Contractor 1 Contractor: ` , 41 ,i(..,'Z. da-"„ : 05 Address: -9,o.Vb())( 1j( f I -7 05S. .x1a<1 St. ( l-‘ City: g £hs 0..... _ State: IV. C. Zip: Z 3-S"O 4/ Phone:( 1 ) 0-1_W LL NC License#: 21 0 9.5- Email_Address:(Yl ,Ilnh 353@\a 1 Insulation Contractor - Contractor: Tc:. 71-✓).--. h f✓1_c._4-. o Address: ,.n 9 Dial. .dz✓, S}-o/al:- A City: Gam:nc.- State: /t/.c __ Zip: Z -7-1/4r2 cj Phone:(gj 9) b L i -- o ci 9 9 NC License#: L Email Address: Date: J�r2q -( Signature of Applicant/Agent: _ Printed Name of Applicant/Agent. To be calculated by Community Development Department: Area Square Footage Heated Space: 19 8 O Elevator I/Yes No Unheated Space: (Garage, Storage,Deck, Etc) I b Z o Fireplace/Gas i Yes No Total Square Footage of Structure: Z b o o Lawn/Irrigation Sprinkler ❑Yes Ca1�10 x c m z n o m cri,REgiDENTIAL APPLICATION Page 2 of 2 0 DO NOT REMOVE! Details: Appointment of Lien Agent Filed on: 05/26/2019 Entry #: 1049446 Initially flied by: John sonbulldingcompany Designated Lien Agent Project Property Print & Post Investors Title Insurance Company 7021 seventh street ti r❑' Surf city,NC 28445 • { . Online:www,liensnc.com.,. ,......,m, Onslow County of Address:19 W.Hargett St.,Suite 507/ � .r Raleigh,NC 27601 Contractors: Phone:888-690-7384 Property Type Please post this notice on the Job Site, Fax:913.489.5231 Suppliers and Subcontractors: Email:5u000rtraliensnc.com..,,n,,,„,e,.,,-.....mm, Scan this image with your smart 1-2 Family Dwelling phone to view this filing.You can then file a Notice to Lien Agent for this project. Owner Information Thomas Johnson 546 Dogeye rs Benson, NC 27504 United States Email:Johnsonbuildingcompany@gmail.com Phone:919-368-2324 View Comments(0) Technical Support Hotline:(888)690-7384 n r— z m Z © m 0 v 7TH STREET STORMWATER CONTROL CALCULATIONS (60' RAW) FOR 1.5" OF RAINFALL IN 24 HOURS S34 12'13'E 5594' EIRi'pp _ I IR NEW IMPERVIOUS COVERAGE= 1.320 SF PROPOSED r.vB:..•,... DRIVEWaY .. VOLUME 1.5" RAIN IN 24 HOURS 76__ .. Y uJ 1.320 SF/8 = 165 CF ae.o BED VOLUME 165 CF/40%VOID SPACE IN STONE =413 CF ;1:°"zi="' REs��Eo, BED SIZES • _ (2) 1.5'D x 3.5'W x 44'L =231 CF EACH TRENCH ,.ove.�ED PROPOSED I 5•DX35'Wx441 DECK ='S� STORMWATER TRENCH ON EACH .JIWWIIWII(U 46?_ OF PROVIDED }- SIDE OF RESIDENCE. �' ;dC CA\7P,SETBACK 413 CF REQUIRED CONTRACTORSHALIENSUREA I I —'—' MIN 5'CLFARANCF FROM I t FOUNDATION y EXIST NG i BULKH AD I NOTE: STORMWATER TO BE COLLECTED BY GUTTER 20 MEL (a FROM ROOF WATER ON DWELLING, ROUTE TO DRAIN DOCK Wi 1 BED AT NEAREST POINT. PROVIDE SOLID PIPE UNDER EXISTING OVERHEAD ANY DRIVEWAY CROSS-OVER AREAS CANOPY A=3' 6" N341213W 5594 At 11. - DRAINBED SECTION C=I-9" C CANALtP NOT TO SCALE D=6" L=44'TOTAL DOWN SPOUT " DOWN TAIL SELECT FILL MATERIAL 3 DOWN SPOUT 6" DIA. HDPE ALLOW CORRUGATED rPERFORATED PIPE PIPE TO OVERLAP CORRUGATED - DOWNSPOUT 6" PIPE ff 1 /� c .: ALL DOWN SPOUTS •I- `^ tit • LINE BED WITH CONNECTED TO 6" (\ . . .; • .._ SOIL FABRIC CORRUGATED f PLASTIC PIPE #57 STONE BED . -A I } ; ''''I'll,,,, WEz TON prALG P.ice" . ( ,`` CAy f'., WESTON LYALL, PE, PLS, PLLC : O•k' aZ,H64>_..7 % DENNING RESIDENCE L 214 HIGHWAY 17 N. SUITE 1 7021 7TH STREET ' 27 851 1 7 CITY, HOLLY RIDGE, NC 28445 � �•�sStP. ,' SURF CIT, , NC 910-329-9961 FIRM# P-0937 -NG1NES ✓ _ c m STRUCTURAL ENGINEERING '`'l,6'1ON �',... s I c 8 ORMWATER PLAN CIVIL ENGINEERING SHEET: 5 1 1ert < LAND SURVEYING 1 OF 1 , o m 0 ,^ SCALE: jDRAWN BY: I FILENAME: I _ _.. .-..... .� ri•. �.r.ni r �nirr. I 1(1IJAIQ(lhl f\AIF'-I Nationai Flood insurance Program V-Zone Certification Property information For Insurance Company Use Name Policy Number Michael Denning Address 7021 7th Street City State Zip Code Surf City NC 28445 Section is Flood insurance Rate J1a : (FiRM) information Note:to be obtained from appropriate FIRMS 1 Community Number 2: Pane! Number 3: Suffix 4: Date of FIRM index 5: FIRM Zone 370186 4245 K 2/16/07 VE 11.0 Section 1R: Elevation information Note This form is not a substitute for an Elevation Certificate. Elevations should be rounded to the nearest tenth of a foot. • 1 Elevation of the Bottom of The Lowest Horizontal Structure Member 13.1 feet(NGVD) 2. Base Flood Elevation 11 feet(NGVD) 3. Elevation of Lowest Adjacent Grade 2.2 feet(NGVD) 4. Approximate Depth of Anticipated Scour/Erosion Used for Foundation Design 1.0 feet 5. Embedment Depth of Pilings or Foundation Below Lowest Adjacent Grade 8 feet(Minimum) Section ill: Zone Certification information + ~ Note:This section must be certified by a registered engineer or architect certify that! have developed or reviewed the structural design, plans and specifications for construction and that the methods of construction are in accordance with the accepted standards of practice for meeting the following provisions. a)The bottom of the lowest horizontal structure member of the lowest floor(excluding the pilings or columns) is elevated to or above the EFE. b) The pile or column foundation and structure attached thereto is anchored to resist flotation collapse and lateral movement due to the effects of the wind and water loads acting simultaneously on all building components.Water loading values used are those associated with the base flood including wave action. Wind loading values used are those required by the applicable State or local building code.The potential for scour and erosion at the foundation has been anticipated for conditions associated with the base flood Section R/: Breakaway Waal Certification Statement Note:This section must ce certified by a registered engineer or architect when breakaway walls exceed a design safe loading resistance of 20 pounds per square foot. certify that I have developed or reviewed the structural design, plans and specifications for construction and the design and methods of construction of the breakawaywalls are in accordance with accepted standards of practice for meeting the following provisions. a) Breakaway collapse shall result from a water load less than'that which would occur during the base flood. b) The elevated portion of the building and supporting foundation system shall not be subject to collapse. disoiacement. or other structural damage due to the effects of wind and water ioao5 acting simultaneously on all building components(wind and water loading values defined under Section Ill). Section V: Certification (Check.Section ii! X and/or Section iV X ) Name of Certifier Weston Lya `'dgs6LGOZ n,g0`� Title ` ►3+CiAR° ••• License Number Engineer `,�Q` •4�SSIp,�..�� 27885 Street Address _._ _QG y�: Y Phone Number 0214 t-9i hway i7 N. Suite - _ SEAL _ (910) 329-9951 cty 27t '3.e — Zip Code Hy Ridge N F:' 28445 Date nature j , Z C v?` ,7 y/v { ``o "970N a�,b�� 5 15/i9 d'01,Oo4attos m O 0 7 `ID ON `NO1JNIWIIM WOG 610E 9 o Nnr 0\IL VO\i 41e 3D‘ x 35 ' = Icg) DUIACW-\ D n Dr-Y- >( 3 o' 61UZ 9 0 Nnr __C13AI3O32� ___ -_^ SIIEAINIU( ROOFING FELT- DETAIL NO I•TYPICAL PILL.cot ii C11011 -_--Or rAIl t102-GAI.VAYTZEO STEEL 11E TAR NO 3•1YPICA(FOU)IOADIOII SO •I NOT SCALE STRAPS, CORNER CONNECTIONS 7'-0' •1- 7'•G' -I- 7'-fi" -f• 7'•G' ANI7 SHINGLES I'I:It CODE I. t1U+:2NESS,DP LENGIII,2•AND 4' t101 TO SCALE ET-` --- p- L'I- - --. . 0 I.I(E.MAt1UFAC I URLUI NIb111$SPECIFIED 72,In PT OtROrn IX'(I7 CE:I 2?AO 1•r F,Rrrrn 11001 MUSSES 11Y + '�J 70P VIEW IR:.N —f tlOi TO SCALE a-S/nnl'::1.111 PLOwiln.ari.ar 4;� E'LIA AI:r 1"/!A)IUi1115(.( Jan,•1 Lois AA71n\•U114411Et'1 V 11(F:R(i,CHORUS SIIO'htl Sri tarn P:I fs -F,ii. OTfNl rAl2 rOr Ivl:a nA.m«ke mr rA'n n+UlsvnYafrcll; 1r • 1 A5' ....TT,. A,Ifs WOA/24,1HOMN, C, ART-I2EPRL'SENTA'NVF; / �, � IYPN;PM IERIP UIJ r bto GA Yl:r lg V PAIIF.RIl 1w'xlgA).VciN ,,,.(,LflVC01 i,4I...In u bi �11.^ •AyfJlr •• 751'OOEi:(1nUIGl1r4.T/tLl 'A•irf 11 liJ Us IlA.tl/I:IIcillnl+hl IA:11fIJIP:L xnIR .'/1"•1/1•`:t:AI,.IY•-r5 4a„ fWV. ' n•\d J 35 r.,E1n.•V , I IA1 IrIIJI141'.11 t 1. r tlr, ' li al PI,1 x fo Al 1 AI/J.LN•IN tl la P _ -1- _ - Ur 1 ----W_ IC/,l YGI41;)11111:PJ 1[I;=.:V/ - - -R .-- - -- --- CROSSRR0SCA1I1!fn!I tN':t'uE`:l II J 'Ut•11N1 UJI IIISIUL VI('I( ,,,. 21.75LI1J17.t\I GUIDER XORAC DI(A(�4175a11 G751.N CiIINx:Ii X �..r GM 1D s av r -1?I7,IOI IIFAI.(N I�-2791'1 •--1,1IAll r:lll I, I( IMI:111.O11rf41 r1:1Y111 ul'V `! w y itx`11M( /-- " l'Ea n.. 1 C '-` 1, ,., , ..,. (1' (((ES��!i I IJ.i LIUIf 24 A1llut. i _- i t YHJ• 1 '1 ` r..a u.,:t I i, PIPII l,1111 t1.1At111t1 x - `•' ` ` '1f�1' 1 Moll.:1Y1 2 J.. -.-'rn �J 1-. f..l.tlf Ii 2 .111 y la 1'C [ 7.1G IVNLa1R'Atl'k:u I ,4' rr,.uar:. li [[[[7 Al(ACME t PEG COM I IMPOSIMIS0 L E' I n 1 AW'It PYU1,E - (c a 1;0'A 1•t.R Y..1111,'4R1 *PACE •n„.. r. ` O If It,1 '/•.'La_t>,+ (t J 1'71,V'j IL':1-11L'U :f ,�• '' 1Y n•l i(. :1 •� Sv >, S1,YN(:A!1 ItAsldll:': I : y PER CON • O ,S,P'••;•X 1.I., .e YClr cow MAI K410i YAI I .v.l../I.JAm _ _ Ll'1!Nt+•IISPElt CORE SU1111(x,R F -- O _ )1^ , I --it IIRI55FS nY^_ 0 on•II',TV,: 'WEPT I1�In:,I ANVIL 'uu.w.m4 If 1F1tYAItIA -a6.` n U 011 V.RS.__..--�._....._ _ ST.L nCI.Vt NO2 U 'L. ,LlIf • •.,OI.1 PI'(x IP1 R, '4{ ,1a.0 EAlat .1fnn 75.1 A<11:1..rnln ts4IR .. LUstP/r. iw..N• -17l idpimp,lrrnt Icn'rlAO. 1 " v1u DETAIL NO,a TYPICAL II ,rJ;uzninl.eds a/1n•.1a: Lt. •••neA=1.,a., ,aulur,l�r: DALE-NTNTCONNE_CTION I CkiLACMIAVn 4,Ns1«r11..12.rat SCALG Nrs � I X DETAIL NOS•1YPICAL GALVINIZEU I O' -'- 5tR- LY11.L,M7aaSIL'D�._.__ NMIE BAND COUNE.CI1ONS 1 Mt 1!1,IIfit fAv'IiA>1v a 1'i.all VA R,FxIJL!{kl V::1Ff11t'11:: N DS :yrR tI e VA:Woo 13*AR:C:., �Ot, 151111,1Nt OVIAPEAI/V1EY,WMAjriECFR RISIDE VIEW I AIfAS:IRUP(Rf./lr ,p OUVLOEUYAII„d)VS, ,:UNPI1.01110 1R GINGER COVFCI IOY Or r.!RCF.N CANR CCII'.ECnf•.i1 JSR•AI•S,uJn,.1)141WK' I a V 'arc' j SPACE T1 I R lLfYx6[nL '� jj y YYAPA ONO N.11 1 PthV I a.!11,,t1:1,11U 11'11'lM R SIBYL.All II Aiiii111t: ,I •- '---• (� M;rti lYl 7 c:Itrxau:ly 'f,Ocr,u,f 1LiE+: II 5, V I X Pik AA,. I - I I D I 1_ a, IJ..I l.r)D,EJf ::11'ni, 1 n.or, ! L� 4.. 11 rJ.tc PE LV.11Rn,11KH !II LL�i] Ci H4:[(rOPu6(A 1'/A"' fALV O - ��• Il}Vr,AN[O `-O•Inl R^ LJ 1 • k.0 Mt AMA,S O PICIA0 N a �J IxalOYiJ•r.Vl{u L'lxx ' SUlfrifk)11 _ I (SimIC!IS ++ Is" + '[!ll 7_nl•rl'�)i_ :r:r ilf:Ctit 1Y11':VE';r:T R<N.75 LAND FXIFIUUII NNL'E DRAGL OE TAIL N lllh'!t5 HOT TO SCALE 1 . ., R I ' 2„OPI1103(MIN •-7-17- rFu/STSI $!RE HARD Will:ALL G•4 Y'r•):IiEL A:iCIES rO UE i�ru —!.' 'a'a•.�;;��,'; F111!•_I - E 1,...........c a I:f7.10Pt GJ)1'Fr, A 1:'It1:71tN�11' 4'al'v 1.•I.0'LI)1O!t,1711?`2'1)1115 so ism —�-- • s I IIRCtIG!I EACH FI HYPE rA_n a.a . I Ai[rt MA I (L[111t IMC- ''`I -.l'11.17.0fr1,1 1• 110411 WS EVE(2111C,2 ®Yl 2 I PS.I I ni1lti 0!111Fitm SUMPS nR _ - _ --CI-*_ - ❑_sue___ -_3-_-'_ a, NI 1At 7 , GENERAL/MIES \. I _ 61 I•PALOCSENSIOI7s ARE ID lic WHITIED II?O'.1.nErunc(INLA(:wk (.. PILE DEPTH AND i?'-f.' - z•.5z17•.R•I_ 1T A• n PRIOR IOCOtISO:VC1 ION t.OJUSI REKP,ITSAtRTVAITIIS AS """"' I- - ..0' -- -REQUIRED I CAPACITY LEGENDtt K I. Was i-, 2.7N15 DESIGN IS LI1ESPF III,OIU 1Y1 Elil.i:111 I`l iCYNA +�J I7/1 I]0'at:(•I P:11.f,01X"EP1'A -},,,+,•.,nE,l';. • LiUNAI.:i. CRAVASPA.CCrWNDATKIINAN("DIYALATERAIANALYSISDA5 AIINNtk0aC1.1' ,111,'^'A.j,1:••• ,c"' ; FOUNDATION PLAN NOT OLENI'ERFOI5(E1 I I AS OFFICE II:•S NOT I)ESIGIIEDNIY ••'.1•,•., '` Pn4%^,""<'rtn,� - :LE 1.1A0 - I 111Pd.1 a llrrr Ya .e,�t1`"•^,d••Ir -- SCALE 178"=L-O.. DEEARWx(s.NOR O1NLl[SIIU1CIVftAI EL[NEIlIS IN1't 14 I] .1�;1'1:r.N•.1:�..iaP'"., DEER L%M21NFR _ -�._ ___ MI luLo:er a' IY�.�_vf"lx+;aft.:ov•Y n�i 3.O\LY USE M.I,LIt1IALS RE I.t11 i LO00%FE 111A 1 ARE MINER r I R 11 V.,11 r1.11CAl L'ILIL11t111 xt::::,7 , .r, TREATER OR 120LCT11RF RrPIS TAM All F%YOS7011A11GER5 S,P,LI " "'• """''• 1%, I7 1...b.1.1 I)1071.51:11Li r•YP ,mVA)„c1tra,! �- mot 1,COXICAI• " Di.GAIVAIRZrD ---- 4 REFER TODF.5I1N PLANS BY DONALD A.C.VRCUEIL LVEIEL I I - 11 IS TRIG SOLE RESPO.VSIB!ILITY(II(IIE CONTRACTOR ANU'OII OUR DER TO PItEI•I II 1111f:1 N' 21I4 11/11 7 10 .,., SIIIIIC IUll/h LOADS ___. UIiSIGelIro u(IPOIILU ON2PIn CUNT ORhI TO ALL Sf VIDAIt)7 PROVISIONS.1(LOUINEIAEM(S 71E MODS 0; 51115111E NE1A'UNS`D!UIY OF MI COYIRA(:(DIE AYNIDN UMW, FLOOR WAD t:A0�20 PSr CONS"fRl/C1ION AND USES OFI)ATCRIMSPNOVIOEO IN RI111171NG5AlIU.9R iLOOR LIVE LOAM.40I•St fO C(RIPCittI TET ALL 11 1111 R050!-IItE NC.1(01DING CCPE •'• ^ •"' „�] STRUCTURES711I I AS REQUIRED BY N I:IINIFORLI ITUILOING r,OIIF.I OGI. NIT V/All DEAD l0A0-ePSi VERITYUICI1 ISIAIi:1151(NIS PRIOR 55)CONSIRUL'IIOII AGENCIES AND PI ACCORDANCE Muni I(700D BUILDING MAOISTS VEI(II T n 0•IUMIIER IS SPECIElT lT,lS k7 SW,AT 1915 Vol TORE OWENS - •, •„•, E%f V1AL1 BEAU WAIT f•SF ALL IMMERSIONS Muni TO CO)ISINUCIION z JI NOTED O11113051SL IVL S ARE DESIGNED NifII Fs-2.050 PS,AND TROOP11VC LOn°•20 PST- — a, - R001 DEAD LOAD TO PSr ,.n E�?orw-cu:aL5suullUlauunusE co:N RAC TOIL S1NL1 �r TIIESE PLANS CANNOT RE REDRAWN OR REPRODUCED IN ANY 0 0 Et15UIIL CDRfIIIVOUS LUAU I'Alll IOFGUNCATIO i rO0IlUG • I,I�I, ,I V.010-L50 MPN ASCE 2 10 WAY WI'IIIOUT TIiC EXPRESS CONSENT OF WESTON LYALL PE. a 7-TIE.00' 15 II 50.+PSE ll ,+SSut1E11 SRC-Yaw PST PLS,PLLC ANY I AISIY'DIM TAKES PAR I IN DOING SO IS IN n - "1f, R-MI O VERO,Al(STEPS/STAIRS ' VIOLATION OF COPYRIGHT LAWS. It 9.Ali CONCIIEIE SHAN.III:LSIR/30133 SOPS,Al 73 DAYS 1111t1 re IR INSULAPONSINt I MEET CURRENT BODE . I•,� a.• 4CA/,-..: LL/ 1,,, `'" F2.7. ] A,, WESTON LYALL, PE, PLS, PLLC I I-ALL P0911 LO.1DS 11100LULINS 511,\LL RC CO>l FOIIII5LY `` IDI.(X:Y.FO rO A 1,00It1t,Ent COWER 5NO2"(On THE FOVtn)A1:oY t , Ia• '1 �11 AN ui uuSP,AN%El . ION;2: DENNING FOUNDATION WESTON LYALL,PE,PLS.PLLC 17.RECEIPT OF 11,rSF.PtANS 0'f O'N.:ER:C.ON[RAC TOR AHO Al I 214 US Ilan PRAY 1714 SUI IF,1 TYPICAL WALL SECTION ownsAC,KN(Aa1.EC0C MET ACCEPT TIPSPLAN IN F.VEnY WAY TO I �':�= 7021 7TFI STREETDE CORRECT ANY DISPUTE ON CORREC IION:NUS!lib ADDRESSED - ;;II EAL SURF CITY,NC t1OL1 Y RIDOE,NC 2L'4.15 SCALE:NOT TO SCALE PRIOR IO CONSTRUCTION ,I __ •_J - 2� I HONE 910.320400 71 1)OSHA REGULATIONS MERE NOT T.t%EN MI U CUNSIUENA NON i-01t II l ,. FIRM 4I'-0937 fIuS ORS'GN CON[RAC TOR S1Nt1 VERIFY AIL REGIIRA(IOlIS Nit) N.F . 11 J l[1 ' PROPOSED FOUNDATION £-S`i�z +J/�'•F Q•�` STRUCTURAL SCMI CONFIRM ANY POIENOM HAZARDS PRIOR 10 CONSTRuCTION .•- ,,,,,,, .. -!CA ,GINE `. ` PLAN UNG NEELLING b 14 PR r:LEIkiTN FROM AVERAGE CR01,YIT 10 BOTTOM Or I Vt.:i11A(l " or Y •• ~9� yP� a DETAILS LAND SURVEYING NOT EXCEED IT —„ """" "' ''A,,I�ON,'7`,, DATF. ORAA71 AY FIIFNANC: SIIFE7 ---- „liiila 5/15/2019 KM JO7INSONawQ I OF I N `NOlDNIWlIM WDa 61GZ 9 0 Nflf $HEAIGI a DETAIL NO I-TYPICAL PRE CONNECTION DETAIL NO.2-GALVANIZED STEEL DETAIL NO.3-TYPICAL FOUNDATION AND SHINGLES PER CODE NOT TO SCALE STRAPS. CORNER CONNECTIONS 2b"--i 2•6' I 7'-6" I 7'b" ,}'THICKNESS,1R'LE AND I' LE-MANUFACTURED WIDTHS SPECIFIEDCIFIED NOT TO SCALE TOP VIEW 2-2AIOPT GIRDER VBRACEI 2.2410 PT GIRDER ROOF TRUSSES BY MEAN NOT TO SCALEw OALVNIMEOANCLE , w '.S;CHORDS SHOWN GALV 6IEELCOLTS 1 ADETnIL NO OSS❑ Bun TO CONNECT :.TORT cea DVo,mfECT :REPRESENTATIVE. 15'[ TYP1CALSTRAP6OLT o 1%IIIE%E LOE LEPTDEuc �'A is- MO wan rs Ts IAl11'�6-LOtn.YAM JOISTBAT OF TEE RMO SHNal1418 LL b PATTERN ta•oc. .'sfRM�[MrII;nF14Vo-«I:01 X'❑A%IC }.yTrbCLTSTInOIIGIIP,gpyE) ��rYPION NL0ECK90aR0 a It CALV GTCEI wI EAGIfW1GE 11EJ[R cAOLA �i-I-}- !-%!'PILEIRONTO GEINLB.IYP.ATrVV:4�s WVIr Ec0%BPILEJ.5' OROIRnOECR:FariCtEscseiT1tBYAE CR BW1SEALE r WYPEEONHE IMMY]t NOIF.ORIER 00lTPATfEPNSAREACCEPTABLEs���t0C 1D' I��J' I �' I 1O' 'ICROSS BRACETAL PROARS MOE BOLr11GLEPATIERN O0Es1nTI,JLI� VARY MOgE TINV}•FROM IINI slgYM INSIDE VIEW ,Ap„Oq ISAA 2-I.75i11.875 LVl GIRDER IX-BRAG I X-BRAGE 2.1.]Sx11.8)b LVI GIRDERkV)2A10 PT f1EADER \23X/PTNOT TO E sIDE BM`L. p TOP PLATE SvBTPASTY OETA NO -TY'ICAI PORCH POST CONNECTION AOTCPREIMO �� IatDm WORK y IX w y MINIMIAA 2x4 STVD . WA WALL ,�� RAT WAS.. K BOLTS.ATM AM TONER EDGE OF III' r 9 ATTACHED SHEATHING ND NW 2N0 FLOOR uEstivDl veTEEETnIa TOUMMInII IJIIIii Ti PRE TNU�SaEFS ,1 ¢ �[ -IT 111 3 ATTACHED PER CODE CONDITIONED I,� um. ITNIOANOMIE ��- BYORIEAa L COVEREDVATI11KKISE SPACE Roza NOTCH WOO%10' l9 O WRAP a FIMSIIED - 0 II _ XALV.BOLTS .1 m 5 N O SIDING:ALL FLASHING ,F - SW TPp WO it 'cc PER CODE oR sm.xlElMFRS vlc 1'EIMP PER•TM Tar PEE Lo J sIEIXcE 6TPAP. .COVER ...Iwo Iwo wTv Ausqul �^ r[ - fW1O(LVLSPERCODE , SUB-FLOOR 1nTE NL:71ERs2M3 PT PORCH JOISTS FLOOR TRUSSES UY ''''''''''' Ill 'V _ UOTf1ER5 SEE DETAIL NO.2 AT E{E2x10 PT DECKOAAY)- 0 z.t 15111 orsoFOR OR g2X1 PT USEO ELO 01-h RSSEs m ip �2)2x10 PT GIRDER TOP PLATE1 BRACE BavIDS HAVRE PLACED ON ONE« BUTTIJOINT CONNECTION .mei.. 1exEGEsvErY x OTwMFACES of PEE SCALE:TUTS '' A MINIMUM b4SMJ+ DETAIL NO.6-TYPICAL GALVINIZEO - FILL t----iii ® 7--10'-3}A2" I--d'-ByZ CMINIM IMTH MINIMUMANGLE BAND CONNECTIONS 5u'pA.X to- O 7I1B'WALL SHEATHING N7$ ,R ' #_+ GALV.STEEL BOLL$1ITT FLOOR OVERHEAD VIEWBANOIGIRDER INSIDE VIEW PEN' IX w L ATTACHED HOUSE CONDITIONED I, TO CONNECTION OF GIRDER/BAND CONNECTION Q `{� D WAP6FTXSHED O STRAPS CONNECIFIG RANO ~ 10 O WMPbFw15HED SPACE BENA' \ DETAIL ER TO PILE.PER H1EEHfiNEDYED ]$ 3 C SIDING:ALL FLASWIKi I NB eI - l DETAIL N0.2.ON OUTSIDE F 05 OTHERS S 5 PER CODE FACE OF JOINT.STRAP TD' T/-OIA •I I l'lll MIY BE OMITTED NH[N 3 Ste' U COVERED PORCM'MIII SGALV.TEEL \ L TIT lr'-"— —JZ^' LESS T14W 50 %OF PRE K'^ . 4.9 HANDRAILS PER CODE i SUB-FLOOR _ STEEL OBOE �� aXb PKE AREA IS NOTCHED 1mm : m SRPT PORCH JOISTS FLOOR TRUSSES BY BOLT$ BAND EXTERIOR KNEE BRACE DETAIL 3 A S OTHERS NOT TO SCALE n 2410 PT DECK BAND RII,44-Guy R • SIDE BAND NOTE:ALL GALVANIZED ANGLES TO BE 21�--ui a yaAE (2)2x10 PT GIRDER I 4'S14'91/4--0'LONG NTH&'BOLTS Bars Ar EnnlEw `( Err1A[F v Ncu511P KNEE MULE c1. Y THROUGH EACH FLANGE EACH NM SEE DETAIL (ME OEt `SIMPSON PILE B—� ~ 2-I.]S811.8]5 LVL GIRDER X- 21.75A11.075 LVL GIRDER STRAPS PER GENERAL DI ENSIONOTES \ �_1 LI DETNLI .VJ 1-ALL DIMENSIONS ARE TO BE VERIFIED BY OWNER/CONTRACTOR E,Ie$T I 12-6' I7-/ri-2,6"i 12.6' i g NEE PILE DEPTH AND 0 2 PRIOR TO CONSTRUCTION.ADJUST HEIGHTS AND WIDTHS AS - „q 30' ,p PARKING AREA/ REQUIRED. -apa PAC NoarmE CAPACITY LEGEND EWW,dE UNCONDITIONED o 2-THIS DESIGN IS SITE SPECIFIC,AND INTENDED TO SHOWA 1 }} Yie'PT PILES B DEEP NR NA„;NI EV'S'O' CRAWLSPACE FOUNDATION PLAN ONLY.A LATERAL ANALYSIS HAS , m ( ' E„ELE,a mV1OM,u.G 'D FOUNDATION PLAN STORAGE b I sI5 0Ea1 MIN.BOOM CAP. „,s1, N»r-°"C" ACTOW NOT BEENWALLS.PERFORMED. ANY OFFICE STRUCTURALHAS T ELEM ANY Ts IDP I TAIRT P,}m P* SCALE:1/8"=1'•O" SEE PLAN----- SHEAR NOR HAVE OTHER ELEMENTS HAVE " BN6-P7 PEES 1ODEEPEE ,„:::„.„,..T.,..,:„„.....,,,,„....,,,,,,,TF I1., % 't) ®MIN.IO,OOM CM. PEA �ALNTrPR BEEN EXAMINED. ^IIT°1TE,^;�T REI7 PELG J-ONLY USE MATERIALS BELOW FLOOD BFE THAT ARE EITHER PER fE1N IECHM['X BIILLEMn},AUGUST 200e .LPL L BE P3' TREATED OR MOISTURE RESISTANT.ALL EXPOSED HANGERS SHALL 005 fbwu1 rtw0Ew (21 ■B•x8-PT PILES 12 DEEP IN. 1�w ToIEYA BE GALVANIZED. ' "",aNA, MIN.I2.00M CAP. 4-REFER TO DESIGN PLANS BY DONALDA.GARDNER:EVERETT r ■ "nI �` IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO PROPOSED FINISIB()GRADE LEVEL A 30 ` STRUCTURAL LOADS DESIGN NO.1469 DATED OMNI8 b�„•N_ CONFORM TO ALL STANDARDS,PROVISIONS,REQUIREMENTS,METHODS OF FLOOR DEAD LOAD-20 PSF TOT ISO THE M LL OFTHE THE CONTRACTOR AND/OR BUILDER FLOOR LIVE LOAD-40 PSF CONSTRUCTIONTUREANDSUSES OE MATERIALS PFORMIBUI DIINGBUILDINGSCDE, LOR TO CONFORM TO ALL STANDARDS OF THE NC BUILDING CODE. .INu �'°��+'n,+'�� STRUCTURES AS REQUIRED BY N.C.UNIFORM BUILDING CODE,LOCAL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. INT.WALL DEAD LOAD-B PSF AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES.VERIFY 0- 6-LUMBER IS SPECIFIED AS N2 SYP,AT 1951 MOISTURE UNLESS .�,.,,...", 1""i..•.unn.IT EXT.WALL DEAD LOAD-10 PSF ALL DIMENSIONS PRIOR TO CONSTRUCTION. 2 W NOTED OTHERVMSE.LVL'S ARE DESIGNED WITH FE=1,950 PSI AND w ROOF LIVE LOAD-20 PSF f a Es)0%10`B UNLESS NOTED OTHERWISE.CONTRACTOR SHALL _ ROOF DEAD LOAD-/0 PSF THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY bo ENSURE CON71710005 LOAD PATH TO FOUNDATION FOOTING „« .. "" �;I;I. ,I WIND-160 MPH ASCE 7-10 WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE, J J1 FP 7-TIE-DONNS BY SIMPSON. "P I ASSUMED SBC-2- PSF PLS,PLLC.ANY PARTY THAT TAKES PART IN DOING SO IS IN a a w 8-FIELD VERIFY ALL SHALL BESTAIRS. , •' "Aa VIOLATION OF COPYRIGHT LAWS. o 2 w 9-ALL CONCRETE SHALL BE MINIMUM 3.000 PSI AT 28 DAYS. R1.SI77N9 rc 10-ALLPOIITL ADSANHALL DET COLUMNENT CODESSMALLBaiir LIT"""�/I WESTON LYALL, PE, PLS, PLLC — 11-ALL PANT LOADS AND COLUMNS SMALL BE CONTINUOUSLY '•I .eawP LTTa ///, BLOCKED TO A FOOTING OR GIRDER SHOWN ON THE FOUNDATION "°""•^""" ; ,E CARD PLAN IN THIS PLAN SET. 'I'� P ��'� DENNING FOUNDATION WESTON LYALL,PE,PLS,PLLC 12-RECEIPT Cl/THESEDGEPLANSTHE ACCEPT THIS PLAN IN EVERY ALL �•ES•,/•• '(�'� 7021 7TH STREET O�Ia O�' 214 US HIGHWAY 17N.SUITE 1 YPICAL WALL SECTION OTHERS RECT.IC ANY THEY CORRECTION THIS MUST EVERY WAY TO •: f Z:••;' di I =7 HOLLY RIDGE,NC.28445 KALE:NOT TO SCALE BE CORRECT.A IY DISPUTE OR CORRECTION MUST BE ADDRESSED s wa my _ !T = SURF CITY,NC PRIOR TO CONSTRUCTION. 1•. ,L PHONE:910.329-9961 13-OSHA REGULATIONS WERE NOT TAKEN INTO CONSIDERATION FOR ....".,.",«, IIIM 4I = 2z. PROPOSED FOUNDATION FIRM BP-0937 THIS DESIGN.CONTRACTOR SHALL VERIFY ALL REGULATIONS AND ICASIITCYJNISRISP• = CONFIRM ANY POTENTIAL HAZARDS PRIOR TO CONSTRUCTION. .o,'00 O7-0II.nv,c.Nv- n, A(N 1t,UA$J 'v -. PLAN STRUCTURAL 14.PILE LENGTH FROM AVERAGE GROUND TO BOTTOM OF LVL SHALL ^' '?�.]ETTT000 ENGINEERING 8 NOT EXCEED IB A««11�.emew.xlr Y.'BEI ['MR A rnorcNo ` SDETAILS LAND SURVEYING GROV.ESElronowIE� ' i//S10NT\._ s DATE�1512019 DRAWN BY: FLENAME: SHEET: JOHNSON.IOW9 1 OF 1 jail --f 1 1 1 I ;(I,11 1,1,1I 1I 1,1 f-F, .1"o 1 riSHINGLES -T- r TOP 2ND FL PLATE FZ O Q _ zx „ �- I `� mil4. _ �I �� _ No ■. AND HGT A x O ® SIDING �. - - �� .: ��71-= RN EN H. - b 0 H_I Hai ,Illilli , . 2ND FLOOR FLOOR 1 1 __ - - _- TOP 1ST FLOOR PLATE A _ F. If) _ 2 8 C\l ■. a / ••• .. M. - III� .� s E. AND HGT o 1 # In III SIDING o .m r - 111111IIIII1 .111111111111 l i 4'11111 A 1ST FLOOR S BFLOO O ITI= J O (7 r LL IP GROUND FLOOR PLATE g O OJ a w I V Z LL Z O O O vi WVNi u w } i I i } 2 I7 If_N E. O WHO HGT\ F SIDING SIDING .to.ktt c. p U 6 - I o J - F N _ 1Wu Iwu O I Ii J S Z 2 C. a 6 W 1 I I 1 GROUND,,FLOOR • b W REAR ELEVATION FRONT ELEVATION w Li SCALE I/1•-r-o• SCALE V1'•r-o• ATTIC VENTILATION: p= THE NET FREE VENTILATING AREA SHALL BE NOT LESS O•}.�r CL THAN I TO 150 OF THE AREA OF 7HE SPACE VENTILATED F/ F+..-] EXCEPT THAT THE AREA MAY BE I TO 300,PROVIDED C/Z AT LEAST SO PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE x A .iiiiiiillili UPPER PORTION OF THE SPACE TO BE VENTILATED 1 AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS 01 WITH THE BALANCE OF THE REQUIRED VENTILATION TO _..iiiiiilligilin BE PROVIDED BY EAVE OR CORNICE VENTS. GROSS ATTIC AREA TOBE VENTILATED D30 SQ.FT. M-3 MI 1310/I50- .F 8.8 SQT.NET FREE AREA21 IIIIIIIIIIIIIIIIIII �1 IIIIIIIIIIIIIIIIIII I ENERGY COMPLIANCE .. oEH„aa Y MI sre�nvaw}a ZONE 3-MAX. JOHNSTON,GLAZING U-FACTOR.35 CO .sa:eew xaae ORRLE $!DING R-VALUE=CEILING RSW.WALLS RIS, NCs RAv1T FLOORS RI9 FOR JOH WAYNE COUNTY ffi' tFOR BEACH COUNTIESI LAZING 01ACCCORDAaa HAI BEd DRAn SIDING IIIIIIIIIIIIIIIIIII ZONE 1=MAX.GLAZING C .35 � *a}"BEd IIIIIIIIIIIIIIIIIII R-VALUE I CEILING R3B,WALLS RI5, —- - FLOORS RI9 FOR WAKE,ORANGE COUNTY THIS PLAN INTO ONLY BE BUILT WWI B THE M C TED BW BDERE III NOTHFOR MULTPLE SIDING 1111 SONGBU PIPROVEDE A BY LE H SQUARED, RIGHT ELEVATICIECEIVED BATE: os/nn7 LEFT ELEVATION SCALE I/9•-r-O- SCALE VIM•r-CT 2 STORY RE JUN 0 5 2019 012119 I\/+III IAI11 A AI\1/%T/n\I •it% r.7-------"-..\ 3O-C I 0 W O 11 z ,_ ' I u u Lf L z x 9 Q x o b COVERED PATIO o '� cn W,M' W 0 0 E-4 m O ti Kr-O' I • I 1 4 T-0•1'OO'SLIDER F A D -- 1- ue^ L ' " " N H-e - , 0 ("Ni J o m 2 # W m oe m o . STORAGE o_ C —< N O N 8 O"Le,' W • I8C ¢UdW p e 0 S e� LL W O O O M f ' F- U o , '`i O Q U 2 o = F v m w . 9._4. m 5._O. m Z O b Li N m 10'-3 V2' 1 `4'-8 I/;' I i. m i <N o°'—' =m Zr N r a� 33 o W Z— CARPORT 452 SF m -zrc ` ~ GARAGE C —` O O c7 va 281 SF � x W i'zi in 2F in OM cv k. '' 34 If.?"4--' Z? f=1 ;1-.-3 14.-8' _ __— µ in AMY M DEW*"OF De OV[D .o.' T! 4' N m 0'X8'0'GAR.DR l�J m De D ! } ' PI 50tmeE0 mon MA. 5'-O'12'i' NU PLAN M M A!B ORAEM -.. 12'i' PAccowuvr.urn MORN s + rz Meemmw cxEs we mroM MADNST DOOR AS*NEEDED FOR PiLEe " THIS PLAN IS TO ONLY BE BUILT H'-8' IS'-4' BY THE ABOVE -0 "- 'A CITED BOLDER OR HOMEOWNER. NOT FOR MULTIPLE 30'-0' BUILDS UNLESS ♦ --r APPROVED BY H SQUARED. RECEIVED DATE: 05/22/M GROUND FLOOR PLAN SCALE I/4'=I'-0' 2 STORY JUN 0 5 ? 1'9 FILE: 012119 nntul WILMINGTON, NC rz---___------„\ 30-0' 9 ON 10 GLADE W OU I J u L Z I U i ' 0 Q k ,-L k ,-L ; w x w Q x CD b REAR PORCH b C� x 300 50 FT o Hill O { 9•-10' S•-2' _ 1.0 21'%5'2' 3'0'FR-3'0'FXD I11'2' :4 Ie ® ' ' N I�'_L. L'-b.` @ N o I I 0411 g # _ II z__- Noon LIVING ,,_. KITCHEN b L. 9 3 5 5 { 9 0 ' 10-8 p I N\ `..���I0,_ I ` IE p O LL w nC L__ O�___ o_ p LL O Q 52 REF. RANGE o a c LL O ZL. 0 T ' - . LEVATOR® - _ m U v LL J O m` ! [>,;__,,, 2 ,'N Qm p i m \ �" Z 1 V ( 1112'L'. L a ° a a p w' o 1 o -__ za .:2 _=w BATH 9'-9• Ir 1 9'-0\ 2-10'I', T-0' Q j 2.L. k__6 2L `1 212'0' r, Wm mU \ w.- (441.1 3'0' :4-11040; Cif O cb cx I � \ CM BDRM 32 _ BATH E' • 13'-0' + 10'-9' 'ii 1 MT OErwTnsOP rH _— ' qI :rmm 0ir.Twe s �_ _- --- wuim ROVE oe0.1. 218'%5'27111IN 2'e'%5'2'TWIN ,w Pl.,,,DEEM O.EM 11 ACCORD..OL.STATEeeTMs_ , IL'-0' 1'-0' , THL MM.raw wx Emox I THIS PLAN IS TO 30'-O' ONLY BE BUILT r BY THE ABOVE CITED BUILDER OR HOMEOWNER. NOT FOR MULTIPLE BUILDS UNLESS APPROVED BY RECEIVED H SQUARED. - -. DATE: 05/22/m FIRST FLOOR PLAN 2 STORY JU N 0 5 2019 SCALE I/9'=1'-O• FILE: 012119 DCM WILMINGTON, NC rz----_----\\ 30'-0' i i 4L., i l [ TL 1L Z . c._, u, OQ • Z III Qx o O co 4 COVERED PORCH q x w 0 300 SF o E-'1 c 0 19'-8' 2'8'X5'2'TWIN 3'0'FXD-3'O'FR F o N IT-0' /.11Si� __1VAN. • # LOFT X _ c 4 w m q BINH :IS wo ag c5LL �a ' 3'0' o ? o ❑ w OPEN RAIL OR HALF WA -c 1 O rDT-U -I w b 11 I w(2 iy m w 0 iv Gi_ iT'2[/�fia�l� o fib Y AS i'-..iL 1:_ _ 0 m � 2/ V V Q 28�, 1 1 z w o /O' 3'\ BDRM 54 C BORP 53 BATH il. 13'-O' Min 10'-3. ENT DEVNTVII OF NE SEEMED DEM -- •� b F D OU VOOE ! E 90am EO.'E DEDLE >--\ \___ ==. - WC,lam. 2'B'X52'TWIN 2'8'X5'2'TWIN MS PAE EN DEFE DEAEF 01 ACOI EwEC G .STEEDm HOEDD l 0 IV-0. l O I FEEEDV W .CODES DOS EOM THIS PLAN 15 TO ONLY BE BUILT 30'-0' BY THE ABOVE CITED BUILDER OR HOMEOWNER. NOT FOR MULTIPLE BUILDS UNLESS APPROVED BY H SQUARED. RECEIVED DATE: 05/22/19 SECOND FLOOR PLAN 2 STORY JUN 0 5 2019 SCALE =NO. FEE.012119 DCM WILMINGTON, NC 0 c X z n z m G) "' < o m , v n > O m c -Ti r o Z o SD�csOA^-i FyG F=2,1 MARL FOOTAGE: HEATED FOOTAGE: p m N m =„6i m2F x A (� H SQUARED GROUND FLOOR =27I THE DENNING ou'"o�= K HEATHER HALL to �omc n�mD i ' �� •g 185 HEATHERSTONE CT FOIST FLOOR =1020 N oomEr��_ HOME SECOND FLR =980 #2251 BEACH HOUSE Tg Q aH �oo��„ g8 Q p BENSON NC 27504 �M�AAm-I I 19191 207-1403 ENCLOSED GAR =297 ��f� DESIGN, INC. JOHNSON BLDG CO � OPEN CARPORT =482 REALbuil 1.866.550.REAL ELEVOTOR Elevator Solutions, Inc. realelevators.com man u r a``u r;n 9 company inc. Two companies. One commitment. The highest quality home elevator. Excellence meets affordability. . . Guaranteed! 1. R.E.A.L Elevator Solutions, Inc. provides pre-engineered systems that are backed by Custom Elevator Manufacturing years after the sale. Our reputation for dependable operation without the need for costly repairs is unmatched in the industry. 2. Our elevator systems are distributed throughout the United States, Canada and Mexico through trained elevator installation and service companies. We coordinate all necessary phases of construction with the builder and assure that everything is done in accordance with local code requirements. Our installation crews are long term employees and they are specially trained to install and service our elevators. We do not use unsupervised subcontract labor. 3. R.E.A.L Elevator Solutions,Inc. and Custom Elevator Manufacturing are committed to providing the highest quality,safest,and most dependable elevators available to you. Instead of seeking ways to cut costs, hence jeopardizing the integrity of our product we are consistently seeking ways to make our elevators better,easier to install and less costly to service. 4. All structural components are designed to meet and exceed safety factors set forth by ASME A17.1 safety code for elevators. Calculations performed by a third party professional engineer showing compliance are available by request. 5. Our broken rope car safety has been drop tested with a gross load exceeding 3,5001bs. (2x the gross load of a typical home elevator)three consecutive times without any notable deflection in the car frame or members. Test was witnessed by the PA Department of Labor and Industries. Test results available by request. 6. All electrical and hydraulic components are UL and/or CSA labeled and certified. 7. All hydraulic pistons are machined from seamless,drawn over mandrel steel tubing that is ground and polished to a surface finish of 16-20 micro-inches using industry leading ACME centerless grinding technology. Allowable variation in diameter after polishing is+/- .005". This means longer seal life, reduced friction and minimizes potential leakage. 8. A Class-II power supply is utilized to assure that the low voltage control output remains constant thus preventing dangerous conditions that can occur when using magnetic type power supplies as found with other brand units. 9. Custom Elevator Manufacturing Co. is the only manufacturer that furnishes an overspeed governor on their cable drive elevators as a standard feature. A speed governor continually monitors the speed of the elevator and applies the car safeties thus stopping and holding the elevator car in the event of an overspeed in the down direction. Our design eliminates the risk of an overspeed in the up direction as found with elevators that utilize counterweights. 10. Our selection of motor drives and multispeed hydraulic control valves provide for the smoothest operating cars unmatched by any other manufacturer. z n 11. R.E.A.L Elevator Solutions, Inc. provides a battery back-up system designed to lower o m the elevator car and power the car lights in the event of a power failure. o v Z .� 4'-5" CLEAR FINISHED HOISTWAY o: _ 6" 3'-2" PLATFORM _ 9" 3'-0" INSIDE CAR Z (NOMINAL)4 1/4" 1 c. RAIL 4 3/4" 0 O e Z N ' I e ~~% j. W HANDRAIL QQ oT I K _ m z I H a C9 N m WO li? c m -J d' U N x 0 N g U ° zD_ c --i-o2 U Lt e to cc m 4 I ? CAR OPERATING i U J I J st a PANEL C ly iv U 0 \ 1 ;� I/ CAR COLUMN I d :t ' . { 2"-10" CLEAR CAB OPN IN I . TCCC r 3" MAXIMUM i i _ ' M V Q Z /i�i p N HOISTWAY DOOR -- ACCORDION TYPE Sw 1 LOCK (TYP.) CAR GATE D. 0 O c LL 00 Z _ 8" 3'-0" WIDE SWING DOOR 9" _ Z REF. to Z ONLY HALL STATION TYP. cV AT ALL FLOORS o Hoistway Plan K (IL-1-750) *_ R.E.A.L.Elevator Solutlon5,Inc. m P.O.Box 30544 M Z U Raleigh,NC 27622 _ O m REAL um Toll Free Fax: :89 6-550-REAL 88-7633 0 Cr C Elevator Solutions, Inc. sales@realelevators.com r— m Residential Elevators&Accessibility Lifts ROPED HYDRAULIC 0 Z co w w w . r e a l e l e v a t o r s . c o m U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program 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 FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: DENNING MICHAEL E A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Company NAIC Number: 7021 7TH ST City State ZIP Code Surf City North Carolina 28445 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) PIN#424512767963 A4. Building Use(e.g.. Residential, Non-Residential.Addition,Accessory,etc.) Residential A5. Latitude/Longitude: Lat.34-26-48.68 Long.-77-30-52.97 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 6 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 271 sq ft b) Number of permanent flood openings in the crawlspace 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 0 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 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? El Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number 62. County Name 63. State Town of Surf City 370186 Onslow North Carolina B4. Map/Panel 85. Suffix B6. FIRM Index B7. FIRM Panel 68. Flood Zone(s) 89. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 3720424500 K 02/16/2007 02/16/2007 VE 11 610. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined El Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? El Yes ❑x No Designation Date: ❑ CBRS ❑ OPA RECEIVED FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION iON CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 7021 7TH ST City State ZIP Code Company NAIC Number Surf City North Carolina 28445 SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Ci. Building elevations are based on: 0 Construction Drawings* 0 Building Under Constructions Ej Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones A1-A30,AE,AH,A(with BFE), VE,V1-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: Vertical Datum:Geoid 12A VRS RTK GPS Indicate elevation datum used for the elevations in items a)through h)below. NGVD 1929 Ox NAVD 1988 Ej Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawispace, or enclosure floor) 3. 0 0 feet 0 meters b) Top of the next higher floor 15. 1 Q feet meters c) Bottom of the lowest horizontal structural member(V Zones only) 13. 1 ❑x feet O meters d) Attached garage(top of slab) N/A, 0 feet 0 meters e) Lowest elevation of machinery or equipment servicing the building NSA. 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 2. 2 0 feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 2. 7 ❑x feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including NSA. Qx feet Ej meters structural support 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 elevation information. 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. Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes ❑No ❑Check here if attachments. Certifiers Name License Number Weston Lyall L-4438 Title , ttosioimosi Owner/PLS „Ag•••��'CN•CA�'����i, ESS/O' * -s Company Name •r.Qacc �` Is, Weston Lyall, PE, PLS, PLLC S `L Address - Li 38 214HY17N W Q• City State ZIP Code 4•, `••''S;!R 1''••�;.`r Holly Ridge North Carolina 28445 4;470N - %%% 1. a%'ammoN Signature Date Telephone ✓1��/' 05/15/2019 (910)329-9961 Copy all pages of this leva iony'Certificate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(including type of equipment and location,per C2(e), if applicable) This elevation is preliminary only for a proposed residence. Elevations noted are per construction drawings. Section A8:The estimated enclosure area is determined from preliminary construction drawings. Final calculations are determined with the finished construction elevation certificate.All ground level walls shall be constructed as break-away. Sections B8&B9: Information noted is the effective flood zone.The flood zone shall change to VE 13 per preliminary FEMA flood map ( RECEIVED FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit. Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number 7021 7TH ST City State ZIP Code Company NAIC Number I Surf City North Carolina 28445 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 a LOMA or LOMR-F request, complete Sections A, Band C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement. crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? Yes [J No El Unknown. The local official must certify this information 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 knowledge. Property Owner or Owner's Authorized Representative's Name IAddress City State ZIP Code I Signature Date Telephone Comments 0 0 m n m eri m D v 0 Z ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 7021 7TH ST City State ZIP Code Company NAIC Number Surf City North Carolina 28445 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate. Complete the applicable item(s)and sign below. Check the measurement 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. ❑ 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: 0 feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) F L m n o ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. • Policy Number: 7021 7TH ST City State ZIP Code Company NAIC Number Surf City North Carolina 28445 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions 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 examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption �C7 m r- z 0 o m z —I o m 'z � z pp ! Photo Two Photo Two Caption t� FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit. Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 7021 7TH ST City State ZIP Code Company NAIC Number Surf City North Carolina 28445 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify at 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 examples of the flood openings or vents, as indicated in Section A8. Photo One • Photo One Photo One Caption • p f Photo Two n. c=> m 0 cgi O m • z 0 Photo Two Photo Two Caption FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 Iiik:li4-1 NC Division of Coastal Management $2 3 9 A B Cashier's Official Receipt Date: 05 'icc— 201 Received From: " D e ed $ Zt1)° Permit No.: 1-/ /(,J Check No.: / {, , Applicant's Name: (L/1i44 County: Project Address: l CV; r- -C Please retain receipt for your records as proof of payment for permit issued. n Signature of Agent or Applicant: Date: Signature of Field Representative. w--'----- Date: Date Date Check From Name of Vendor Check Check Permit Rct. Received Deposited Permit Holder Number amount Number/Comments 6/6/2019 Mike E. Denning Mike Denning First 8995 $100.00 minor fee,7021 7th St,Surf City JD rct. Citizens OnCo 8239 Bank