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HomeMy WebLinkAboutSC_16-30_ Pruitt & Williams (2) Issued by WiRO SC16-30 Surf City 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 environment concern pursuant to Section 113A-118 of the General Statutes, "Coastal Area Management" Issued to David Pruitt and Sydney Williams authorizing development in the Estuarine Shoreline (AEC) at 6121 Sixth Street, in Surf City, Pender County as requested in the permittee's application, dated December 7, 2016, and received by DCM on December 28, 2016. This permit, issued on January 18, 2017, is subject to compliance with the application and drawing dated and received by DCM on December 28, 2016 (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: Construction of a single family residence with driveway,decking and stormwater system. (1) All proposed development and associated construction must be done in accordance with the permitted site drawing dated received by DCM on December 28, 2016. (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) 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 AMA LOCAL PERMIT OFFICIAL this permit,require further written permit approval.All work must cease when this permit expires on: 127 Cardinal Drive Extension Wilmington, NC 28405-3845 December31,2020 In issuing this permit it is agreed that this project is consistent with the local Land ) �A Use Plan and all applicable ordinances. This permit may not be transferred to /�- another party without the written approval of the Division of Re(DEIVED PERMITTEE Management. DCM WILMINGTON,NC (Signature required if conditions above apply to permit) Name: David Pruitt and Sydney Williams Minor Permit#SC16-30 Date: January 18, 2017 Page 2 of 3 (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' 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. (6) This permit does not authorize any development within 30 feet of the normal high water line. (7) 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. (8) Pursuant to 15A NCAC, Subchapter 7J.0406(b), this permit may not be assigned, transferred, sold or otherwise disposed of to a third-party. NOTE: 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. SIGNATURE - DATE: X / °23 l7 PERMITTEE RECEIVED DCM WILMINGTON,NC JAN 27 2017 Locality �/v Cf-14./ —Permit Number SG Ilo 3D . Ocean Hazard Estuarine Shoreline 1ORW Shoreline Public Trust Shoreline Other (For official use only) GENERAL INFORMATION LAND OWNER- MAILING ADDRESS Name-- la, et Address :2 47 Ai,A. -..t . City_.._.. `N/ State /" �Zipq Phone ?/, -�? / " !� s Email d�tIJ/d 40 Alp aig_edgit^4112 Corm AUTHORIZED AGENT Namc`� - - — elL Address City _—, State Zip Phone ~~ Email LOCATION OF OF PROJECT: (Address,street name and/or directions to site; name of the adjacent waterbody.) ‘4211 -emu�•t1 C,-t9 NC- 09S 144SC is Cif C Lro4 RECEIVED DESCRIPTI N OF PROJECT: (List all proposed construction and land disturbance.) DEC 2 8 2016 re-S./CI f j a (O,r 17c^a 'p O pm DCM W t t-n/i1NGTON, NC SIZE OF LOT/PARCEL: Ji a-74 square feet , as- acres PROPOSED USE: Residential (Single-family 2/Multi-family (] ) Commercial/Industrial Ei Other COMPLETE EITHER(I)OR(2)BELOW(Contact your Local Permit Officer ifyorr are not sue which AEC applies to your properly): (I) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: %cc 'square feet(includes air conditioned living space,parking elevated above ground level,non-conditioned space elevated above ground level but excluding non-load-bearing attic space) (2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINT AND OTHER IMPERVIOUS OR 13UILT UPON SURFACES: 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 your calculations with the project drawing.) STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a Stale Stormwater Management Permit issued by the NC Division of Energy, Mineral and Land Resources(DEMLR)? YES NO t/ Ives. list the fatal hnill mina myna Arnosa,.,;",, n..wC 11,......,1 P.... ....1 . _.- "s. OTHER PERMITS MAY 1W REQUIRED: The activity you arc 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, FIA Certification,Sand Dune,Sediment Control,Subdivision Approval,Mobile Home Park Approval,I lighway 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 AF.0 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) an owner or record till Title is vested in name of yGr�ey �, Il r G.✓+"5 see Deed Book /i70 page 9 70 in the Cif). /0 u/ 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: 1 furthermore certify that the following persons arc owners of properties adjoining this property. I affirm that I have given AC'I'UAI.NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit. (Name) (Address) (I) j oh. 4 a eoGQNe'y (2) 5ast-e-_t1_ _. Sk i N N dz r2 (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- ' tar 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 giant,and do in fact grant,permission to Division of Coastal Management stall, 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 7 day of p„e,L,-.,20 / Landowner er or person authorized to act as his/her agent for purpose of filing a CAMA permit application This applicationn includes:general information{This form), a site drawing as described on the back of this application, the ownership statement, the Ocean flazarrl AEC Notice where necessary, a check,for$100.00 made parable to the locality, and any information as may be provided orally by the applicant. The details of the application as described by these sources are inco/porated without reference in a m'permit which may be iss a Deviation from these details trill constitute a violation of any permit.Any person developing in an AIR E a r i441 s eat to civil,criminal and administrative action. DEC 2 8 2016 CURVE TABLE •SITE �' r �' Cl R=60,00' T=14.68' L=28.80' CB=S41.48'25'W CH=28.52' �O A C2 R=60.00' i•31.17' L=57.50' CB=S00 36'10'W CH=55.33' r_ ,Q.`/ ' 4:,, 80' CANAL. i. a�q� .N55 33 2g,f cl'' 4.J a`:cQ ��� 64.i6.Cp 0 boa ` VICINITY MAP: NTS CP -LEGEND- EIR EIR-Existing Iron Rod / x STING BULIW . 0.43 OUT EIP•Existing Iron Pipe OF LINE cECM-Existing Concrete Monumei / RI - Right-of - Point OLD SETTLERS BEACH NW-Right-of-Way SECTION 4, BLOCK 40, LOT 54 MBL-Minimum Building Line DB 3799, PG 597 tat a'Dxs'V.331. DB-Deed Book 31.E 0.25 AC STONVATER MB-Ma r(BENCHES.REFER TO P Book ENGINEERED PLANS pG.Page i IV•Irrigation Valve 30'C_A_HA SETBACK 3'CANTILEVER PP-Power Pole • r _ ._-- �D. / AT SECOND PF-Pink Flag FL REFER WV-Water Valve UNCOVERED STAIRS 1 gcOVCRED ` ,, a wArrs ENGINEERED Guy Wire GW• ENCROACHES SIDE SETBMX ILA' ' _ a OLD SETTLERS BEACH ‘._ SECTION 4, BLOCK 39, LOT 54 R ppOPOSED RESIDENCE I DB 3799, PG 597 OLD SETTLERS BEACH n _ CORNER PILE OF COVERED PORTION SECTION 4, BLOCK 39, LOT 53 t = a FRON T DECK is zaw'FROM DB 2229, PG 708 a.1=' SIDE SETBACK.UNCOVERED LANDING 6,11 ,yp AND STAIRS ENCROACHES SIDE _�•r g SETBACK z3.V -NOTES- ` _• ... �EXISTING SEPTIC 1.ThIB Of 8r1 0 1 .... ... j ,Iry TO BE ABANDONED fng parcel of lend. C 2.Subject to restrictive \' N/ OT CALCULATIONS covenants,easements of / record,zoning ordinance,a '.............'.:'.. :'. / _OT AREA:11,276 SF(0.25 AC)DEEDED underground dales,R en7t• 7,810 SF(0.18 AC)TO BULKHEAD 9 f4ptllleeearohlryeurveyor. / PROPOSED RESIDENCE:1,858 SF 4. References:ma 11,PG SO la'WIDE ... / PROPOSED GRAVEL DRIVE:-0-SF OS 4470,PG 970 VIGROL iVEL ces ----1 TOTAL IMPERVIOUS:1,658 SF(21.2%) 5.Flood Zone-SE(E TO 28'WIDE 13'NBL ) Flood Zone-VE(Prr erlar) Community Penal 03701884245 K • IV MAX.ALLOWABLE:3,124 SF(40%) 8.ZoM•MKS-Surf Cly PPi- Cl Setbacks: ECM EIR ,PP Front-1S' .... Side-7.8' Reer-20' c' ttWW \ •WV 6TH STREET \ 60' PUBLIC RIGHT-OF-WAY EIP RECEIVElt DEC 2 8 2016 NORTH CAROUNA ONSLOW COUNTY DCM WILMiNGTON, NC I,WESTON LYALL,PROFESSIONAL LAND SURVEYOR NUMBER L•443$,CERTIFY THAT THIS PLOT PLAN WAS DRAWN UNDER MY SUPERVISION FROM AN ACTUAL GPS SURVEY MADE UNDER MY SUPERVISION FROM (DEED BOOK 4470,PAGE 970) AND THE FOLLOWING 30 )5 0 30 60 INFORMATION WAS USED TO PERFORM THE SURVEY; CLASS OF SURVEY:B;POSITIONAL ACCURACY;800 RMS; GRAPHIC SCALE TYPE OF GPS FIELD PROCEDURE:VRSRTKGp51 DATUM: NAM moor,NAVD88;GEIOD MODEL:GEOID 09; I COMBINED GRID FACTOR:0.9999479 SURVEY FOR •�'`,. -- DAVID PRUITI & SYDNEY WILLIAMS , Q LOT 54, STH STREET '..�0 Q•-,Tr .'_``•"Z''. OLD SETTLERS BEACH,SECTION 4,BLOCK 40 • i�'1IIIP A-�, 1 I e SEAL SURF CITY,NC i I ' L-4i1 r sCALB:1•. STUMP SOUND TOWNSHIP, DNSLOW COUNTY (/ Nov.17,sou i ''' "� �� �� i WESTON LYALL, PE, PLS, PLLC WESTON AU. } 214 HIGHWAY 17N SUITS 7 Ri01STRATION NUMBER 1,44311 - - HOLLY R1DOB,NO 2844$ Receipts for Certified Mail ig 6_ d (Staple Here) ja�`J�0IAN Adjacent Pro erty Owner D1 C rt ie,�;fGcci, Mailing ss dd pss2760ci City,State,Zip Code Dear Adjacent Property: This letter is to inform you that I, a it r pl 4- have applied for a CAMA Minor Property Owner Permit on my property at .2l 4,4 51-i SaR' C ,/5- Property Address S� m PenderlOnslow 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 / /- �6� ,. 1744)—r by mail at the address listed below. If you wish to Applicant's Telephone file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit them to: Jason Dail, Field Representative NC Division of Coastal Management Town of Surf City Local Permit Program 127 Cardinal Drive Extension Wilmington, NC 28405 Sincerely, 2a ,' d P'iebe 1. Property Owner 521S '6y�voe Mailing Address 6'areN E R � C 27$2q City,State,Zip Code REC tV Et) DEC262016 (�C'�► YdIl.tJ111�GSaN, NC ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS I hereby certify that I own property adjacent to Par►1 id rt i .s (Name of Property Owner) property located at /2( e7 L 7 Address, Lot,Block, Road,etc.) on ea ft/AEI ,in "le 24 Cram' Nc , 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 his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) nature Gr Print or Type Name 9(9— 7/— Telephone Number Date RFCENED DEC 2 6 2016 DC(M WILMINGTON, NC Receipts for Certified Mali 6 6 (Staple Here) at J OAN ROu/Nl Adjacent Pro erty Owner Mailing dd ss 760 City,State,Zip Code Dear Adjacent Property; This letter is to inform you that I, -lJ-- - K �- have applied fora CAMA Minor Property Owner Permit on my property at 2/ ':i A. 5� Property Address Penderbnslow 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 gt9:-___‘_‘ Applicant's Telephoner by mail at the address listed below. If you wish to file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit them to: Jason Dail,Field Representative NC Division of Coastal Management Town of Surf City Local Permit Program 127 Cardinal Drive extension Wilmington,NC 28405 Sincerely, Property Owner Marling Address C, 2 7S2q City,State,Zip Code RECEIVED DEC 282016 NC nrAlt wtLMINGTCN, Receipts for Certified Mail (Staple Here) 6 l6 Da /> C Adjacent Property ner Maili Address /t City,State,Zip Code Dear Adjacent Property: This letter is to inform you that I, fp a V r �` t.4 u 44 have applied for a CAMA Minor Property Owner '/ Permit on my property at Q2/ 6/4l Sag `/�.- N� .2(#' 'Sn Pender/Onslow 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 have any questions or comments about my proposed project, please contact me at 043 fD'7' .3 Z�4 r by mail at the address listed below. If you wish to Applicant's Telephone file written comments or objections with the Surf City CAMA Minor Permit Program,you may submit them to: Jason Dail, Field Representative NC Division of Coastal Management Town of Surf City Local Permit Program 127 Cardinal Drive Extension Wilmington, NC 28405 Sincerely, Pa/id teeu,'--' Property Owner 5215" t pNae t/ Mailing Address 61arNe C. 2752q City,State,Zip Code R UVEU DEC 2 6 2U16 %Atli ,j t.4GTON, NC ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS I hereby certify that I own property adjacent to Par ri d i `71 f 's (Name of Property Owner) property located at 421 ep j t Address, Lot, Block, Road,etc.) , / on ea I11 N./ , in ' 'u r�1 C.o-'11* /�/ C (Waterbody) N.C. (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 his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) -27\t-0-61 C Signature S (fE/1/ ski N ni e 2 Print or Type Name çic +43 . 3)-El elephone Number Date DEC 2 8 2016 NC pCt�A V+11l:tViAN���N, CAMA PERMIT APPLIED FOR PR•JECT: �� • - _ /1 . I • 6th St. adjacent to the Surf Citycanals/Stump sound, in Surf City, Onslow Co. CO ENTS D THROUGH N/A APPLICANT FOR MORE DETAILS CONTACT 0 D. Pruitt & S. Williams NCTHE Div. ofLOCAL CoasPER Val MOFFICER anagement BELOW 5245 Raynor Road 127 Cardinal Dr. Extension Garner, NC 27529 Wilmington, NC 28405 Jason Dail, Field Representative 910-796-7221 Payment Proccessing Confirmation Date Received 12/28/2016 Check From (Name) David Pruitt Name of Permit Holder David & Sydney Pruitt Vendor Fidelity Bank Check Number 773 Check amount $100.00 Multiple Permits No Major/Minor Minor Permit Number/Comments Minor fee, 6121 Sixth St, SC, Onslow t Receipt or Refund/Reallocated JD3527D RAFTER TAILS. mI I , TYP.VERIFY I w OWNER � B I i 1 i i T T 7 T 1 ID 1 , I I I 1 I e U I 1 ■ ■ n !1 SECOND CEILING LSHAKE SIDING `" - — — �''}�_ AT WATERSIDE ,� - N �+ ��'BUMP-MP TYP. — -- - - - _ in 111111 ' 72 9 SECOND FF _ "_" I __—�� 18"FLOOR SYSTEM u — ilmiiim --L I _ FIRST CEILING f _Lq... � IIN , in _ �I LOCATION OF NMC UNIT..... L .--.. 11l_ �� CONFIRM�YIiH $., - .- _~ l III ---OWNER ---,,�., IIII�III�IIIII1 I '_`_ I1111111 III��1,. I FIRST FF - I -_: - IiI�II 7 1t FLOORSYBTBd 1 —Lil-ki Iqk ► "'hi11 um N - AVERAGE GRADE 2T i a' ! 1-- 36' 4'---1 RIGHT ELEVATION SCALE: 1/8"=1'-0" 1NNOEO TM�1s A,. pG ALL EieP IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO FORRe sL bNSIDTM 1>G114 5e\OR CONFORM TO ALL STANDARDS,PROVISIONS,REQUIREMENTS,METHODS OF CUE c vsNEPRco�� t tU1cfr CONSTRUCTION STRUCTU ES AS REQUIRED BY N.C.UNIFORM BUILDING COIDE,LOCAL AND/ORNGS �e SE WREBiECT N( wEgION AGENCIES AND IN ACCORDANCE WTH GOOD BUILDING PRACTICES. VERIFY EICI` Lc PERIME �NOF cE .114E asc Ls.p�,c. ALL DIMENSIONS PRIOR TO CONSTRUCTION. R' AS`Y ALL- PE' ? THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE, �,`,:,A t t t,r�� PLS,PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN �,,e 'idr VIOLATION OF COPYRIGHT LAWS. c)•, ° cE-6,04,-.1,...-. WESTON LYALL, PE, PLS, PLLC _ _ PRUITT RESIDENCE I WESTON LYALL,PE,PLS,PLLC 214 S HIGHWAY 17N SI IITF 1 1 SECOND CEILING SECOND cEIUNG 10 I 1 1 ! 1 1 4 t 11 I l f f tl ( 1 t xEADEa --1117.READER N =N u _ - ` _ _. IA 12 SECOND FF _ j_-_ SECOND FF -- -- -- 18'FLOOR SYSTEM it FLOOR Sy M ,r�j3�� r '- -- -- FIRST CEILING FIRST CEILING 1 -81'HEADER -_131)-FFAt1FR i'o UNCOVEREDI:1�—LANDING& I - 1—H STAIRS ii _ FRET FF I __ FIRST FF 14'FLOOR SYSTEM 14'FLOOR SYSTEM -'� LVL ORDER LVL ORDER '— lkill --ST READER --air}FADER '.',1 fV IV AVERAGE GRADE t3' AVERAGE GRADE t3' _ — — I 4~I-- RECEIVED dr CTOR PRIOR TO CONSTRUCTION. ADJUST HEIGHTS AND LEFT ELEVATION SCALE: 1/8"=1'-0" DEC 2 8 2016 R TREATED OR MOISTURE RESISTANT. Ns 1NSE0 C7OR PRIOR TO CONSTRUCTION.NOTE OWNER WILLR Tri1515 pF N pP�p ssos IT IS THE �--n�t W+1.MI N GTC�N, NC NTRA D/OR BUILDER TO JILDER TO CONFORM TO ALL STANDARDS OF THE NC FD RENs10 C,pRC1NG"Bv11 R- CO FORMS OLA L STANDARDS,PROE F VISIONS REQUIREMEN S,METHODS OF cksS NOTED OTHERWISE. LVL'S ARE DESIGNED WITH QUAN JCTION. E pOss MERI��EG O psIDOC"°"'''v CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS ND/OR _BEAMS SHALL HAVE A MINIMUM OF(2)2x4 STUDS SIC) L WGEBERTMERI?�O4 WEST AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING URES AS REQUIRED BY N.C.UNIFORM IPRACTICESNG CODE, �RIFY SHALL ENSURE CONTINUOUS LOAD PATH TO C7 p1T11Ep1- PLS• P11C. ALL DIMENSIONS PRIOR TO CONSTRUCTION. ESS NOTED OTHERWISE. Rp�s LYPla•1'E' THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE, 2 SYP STUDS(15'0.C.)AND ALL INTERIOR WALLS SHALL PLS,PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN WALLS UNLESS SPECIFIED OTHERWISE HEADER �0t s o 1,a$6 a;,,,P VIOLATION OF COPYRIGHT LAWS. "6 $i- C PE, PLS, PLLC .� 0 '�•, WESTON LYALL, r�noc MAT ..,�... ..r.,..,,r..- ....�...__.__ . w •. ,� `�117/Own'. _e SDI IITT occ.inCAII�C I WESTON I YAI I PP PIS DI 1!. 4§• '—O U PANTRY iBATH mar LL 7. •/C UNIT LOCATION. �° i b CONFIRM LOCATION. x F. ; ELEV. Z OW° oWNCRS 8 : - 5'0' 5'0" 1 LOCATION OF*PULL . = I 3 • DOWN STAIRS"TO L Y IitCjit:ACCESS• ATTICsL OF DPI(• • 2 ]L - I DEd(ABV_ Y_ V2x4 EXTERIOR WALL _ i0 I i7 V.BRACKET AS r- r n .......3.__,2...4-1-- , . 1 _. IEEDED �' iv q y5 bBED k . • -fV 1—1 �' UNCOVERED €a I. # i�g I • M DECK �Nb i� = W IN ( V DOD MIN.3.2x10 PT ; I A d. \N V I2 TLIB E. _ GIRDERS.USE 11 + Ei .11 i DOUBLE DALV. �.'T':�:�-�$-- 1 II .-( N BRACKET AS �3 • 8'-� .- NEEDED eq."- 2'-4"—5."4"-_--1 •' • 3080 •iin 3068 i•.i •••a • TRAM ABV. I -, LIVING ROOM • n IIf.4._.....°41.4' ads PT PILES MAY BE USED /3 "OPTO AT T WIDE SIDE COVERED PORCH iEEDEDhi. LANDING/DECK LOCATIONS /2ColI • TO ALLOW ADEQUATE 1-1 4-3080 W.MIN.3.1.75x9251VL CLEARANCE AT STARS. FLUSH BEAM CONTINUOUS \ e CONTRACTOR SHALL VERIFY t14'0'.MIN.3 Zx8 STUD COLUMN 16 RISERS:9'TREAD i A MIN.3'0"CLEARANCE AT i., BELOW EACH END OF BEAM i '�Zx 12 PT MDR BEAM TO FIRST LEVEL M STAIRS AND WALKWAYS 1 ••' . S a�- —� --.---'-9" 38'- � SECOND FLOOR PLAN SCALE: 1/4"=1'-0" 9'CEILING IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR BUILDER TO CONFORM TO ALL STANDARDS,PROVISIONS,REQUIREMENTS,METHODS OF CONSTRUCTION AND USES OF MATERIALS PROVIDED IN BUILDINGS AND/OR STRUCTURES AS REQUIRED BY N.C.UNIFORM BUILDING CODE,LOCAL AGENCIES AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THESE PLANS CANNOT BE REDRAWN OR REPRODUCED IN ANY WAY WITHOUT THE EXPRESS CONSENT OF WESTON LYALL,PE, PIS,PLLC. ANY PARTY THAT TAKES PART IN DOING SO IS IN W=_ •a o,,' VIOLATION OF COPYRIGHT LAWS. -�.; � ®'4' WESTON LYALL, PE, PLS, PLLC v •..w..1.01 a LW..UITWtIC �q GIRDER iui n 'e p f3 ,_ -- h ` a MERE in ELEV. - —E cr CC n 1 DESIGNED TO CANTILEVER 3 AT 1 1 1= • — — —� i o fi ao 2-1.75x11.875 LVL tr n MdT s a� �� OPEN FOR a, GIRDER AT c� I. n STAIRS -. ELEVATOR,TYP. —I `�a i (� m WITH SIMPSON J 2x12 PT DECK BAND.CONNECT-- I.c3 n TO GIRDER WITH 5l8'THRU Cr GIRDERS SYP DROPPED I It' C 0 ] HUS412 AS W GNDFRS TYP.AT LANDlIG --4'-10"---�4'-10"--' J REQUIRED FOR '- `D BOLTS SPACED 18^OC AND 0 ��-To ATTACH H.D) n it TWO ROWS OF 180 RINGCt • — HUNG LVLS '� ,� SHANK NAILS SPACED it OC. BRACKETS AS NEEDED. `� N i UNLESS NOTED FLASH AND CAULK.TYPICAL. J >3 0 3 OTHERWISE —E FROM PORCH. n ? - °? 4dd In --- aro. x b i� i7 in n t in ffi tiNs 4-1.75x11.875 LVL GIRDER . i' A 0D ] ' USE SIMPSON — '-"-"1' - i r 0w HGUS 7.2511� I. HANGER lv cc A J b (7 La nO I. Y 3.2A0 SYP FLUSH fQ 3 x Q b GIRDERS TYP.AT THE In Inx r LAPWING.ATTACH TO ID t h — li o �, _ COVERED PORCH 6 USING GALV.BRACKETS _ D— N Iv tv I^ r AS HEEDED T 1 .2 ^ T .. n I MIN.2-2XIo PT BEAM n tI 2-1.75x11.8 5 LVL GIRDER 2-1.7 11.875 L GIRi EER --4'-10" -�4'41' 1 -4'-6" 4'- 4'-2" 5-9" I 4'-8" 1 5-9" - O.-4" 1r-r 22 - 16' 8' FOUNDATION PLAN PILE DEPTH AND SCALE: 118"-1'-O" — CAPACITY LEGEND 12'TO BOTT.LVL(VERIFY (37) ❑ rxr PT PILES 8'DEEP W1 MIN.8,0005 CAP. (5) ® rxr PT PILES 12 DEEP Wi MIN.12,0000 CAP. (3) 0 rxr PT PILES lr MIN.18,000/CAP. DEEP NO DEC 2 % 2016 STANDARD WINDOW AND DOOR NOTATION :�o"WIDE , IOtW, NG 3'0"TALL •v... •,t., ;..;, 2888:ere"WOE 8re'TAII toI;I9II3�.I SOLE RESPONSIBILITY CIF THE I.nNTRACTnI�M.jnht o a>,w nco Tr, 4 0 ; , i� �s�,�e WESTON LYALL, PE, PLS, PLLC ROOF TRUSSES BY -�— NOT TO SCALE OTHERS UNLESS NOTED BEAM 1„ 5/8"DIA.X 10" OTHERVISE GALV.STEEL BOLTS 3.5" TYPICAL STRAP BOLT / PATTERN SHEATHING,ROOFING FELT • Q 9" AND SHINGLES PER CODE TRAP CONNECTING BAND '--1 4"— 3.5" t GIRDER TO PILE,PER TAIL NO.2.ON OUTSIDE 8X8 PILE NOTE:OTHER BOLT PATTERNS ARE ACCEPTABLE OF JOINT.STRAP MAY BE PROVIDED THE BOLT HOLE PATTERN DOES NOT ITTED WHEN LESS THAN VARY MORE THAN 2"FROM THAT SHOWN >F PILE AREA IS NOTCHED • 2x12 PT MFAr FR 12-2x4 TOP PLATE 'AIL NO. 3-TYPICAL FOUNDATION DETAIL NO. 4-TYPICAL PORCH POST CONNECTION 8x8 DECK 4- 2ND FLOCK POSTS,"'� CONDITIONED CORNER CONNECTIONS SCALE:NTS PER PLAN aSPACE NOT TO SCALE 4„ lel 5/8"DIA.X 10" = UNCOVERED DECK ALV.STEEL BOLTS Ix TOP VIEW DECK POST `HANDRAILS PER G- MOE TRAPS PER TAIL NO.2 DECKING \ SIMPSON PILE STRAPS PER DETAIL 2 r SUB-FLOOR SEE PLAN FOR PORCH JOISTS 18"FLOOR TRUSSES -L STRAP CONNECTING BAND PT DECK BAND 3Y OTHERS IA.X 10" 2.5" OR GIRDER TO PILE,3/16" (2 2x10 PT HF40FR 2 2 4 TOP PLATE - }f PEEL BOLTS X 4"X 18"LONG GALV. DECK BAND STEEL,ONE STRAP, 8x8 DECK 1-2.. 8"X8"PILE FROM OUTSIDE FACE OF JOINT. POSTS.PER '- GROUND PLAN -+4' MIN 2x8 EXTERIOR. 1 IDE BAND 8"X8"PT OR 6"X6"PT g A+I rTMwALL DECK POST OR 8"X8"PTIII U SHEATHING ATTACHED 1ST FLOOR PILE FROM BELOW. PER CODE COVERED CONDITIONED INSIDE VIEW SEE DETAIL NO.2 ° YYITH HOUSE NRAP& SPACE 413 FRONT OR REAR FINISHED SIDING:ALL BAND OF PILE FLASHING PER CODE INTO SIMPSON PILE FOUNDATION, DETAIL NO. 5-TYPICAL STRAPS PER COVERED PORCH NTH AAR NOTCHED INTO PILEBUTT JOINT CONNECTION D�aL2 MANNDRAI1LbPERCODE SUB LDoa EOF SCALE: NTS \. SEE PLAN FOR PORCH JOISTS ,_o TRUSSES ON �1��1�� HERS PT DECK BAND 1.75411.8/s LVL iLE 1111 FULL (2)FRONT PT GIRDER,TYP AT GIRDER BAND BUTT 5l8"DIA.X 10" W FRONT PORCH.SEE PLAN JOINT GALV.STEEL BOLTS a REAR PORCH u� 54"DIA.X 10" a GALV.BOLTS BEAM m I 2"STRAPS CONNECTING BAND DETAIL 8"X8"PILE BEAM 9" ®� OR GIRDER TO PILE,PER SEE PLAN- PAR K Q UNCONDITIONED NO.2,ON OUTSIDE STORAGE iv LAI FACE OF JOINT. STRAP ETAIL NO.6 TYPICAL GALVINIZED 3.25"---1 —O. 3.25" MAY BE OMITTED WHEN ANGLE BAND CONNECTIONS LESS THAN 50 %OF PILE NTS 8X8 PILE AREA IS NOTCHED. GRADE LEVEL AND/GIRDER INSIDE VIEW 2 4NECTION OF GIRDER!BAND CONNECTION STRUCTURAL LOADS: a cti FLOOR DEAD LOAD-20 PSF �� E v E Z FLOOR LIVE LOAD-40 PSF C SEA LEVEL'G a —T— / INT.WALL DEAD LOAD-8 PSF O ,�— '����� EXT.WALL DEAD LOAD-10 PSF 20 1S w o F 00 ROOF LIVE LOAD-20 PSF DEC 1 If zo w '` ROOF DEAD LOAD-20 PSF DLV 12 IV ■It_ WIND-130 MPH ASCE 7-05 EXP.D W \ I GIRDE- BAND ASSUMED SBC 2000PSF _�t�1GjON NC— } IOTE:ALL GALVANIZED ANGLES TO BE ' ,44 TYPICAL WALL SECTION 4"x4"x1/4"-8"LONG WITH 2-%"BOLTS SCALE: NTS THROUGH EACH FLANGE �.,01 t E' a si�s ti�E° `.y�'A9c�•ds WESTON LYALL, PE, PLS, PLLC