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Home My WebLink AboutTown of Sunset Beach (2)CERTIFICATION OF EXEMPTION FROM REQUIRING A CAMA PERMIT as authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to 15 NCAC Subchapter 7K Q r NCGS 113A-103 (5) (b) (5) Applicant Name 7V) KJIIS-L, K� frh Phone Number 10 �ti3 1Iy'1 Address City SJJI� P��- '13e t� _ --State N C_ Zip P L 0d t c rotet ocat_t (County, State Road, Water q-c d. y, e c. )�l�l tis4� UG. a.o Type and Dimensions of Project ' `'"' 0— Cr.,` A,,,n.e- ko QCSC 0. 6CAC'L' QCCLaSwa-�, - The proposed project to be located and constructed as described above is hereby certified as exempt from the CAMA permit requirements. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal, or Local authorization. This certification of exemption from requiring a CAMA permit is valid for 120 days from the date of issuance. Following expiration, a re-examination of the project and project site may be necessary to continue this certification. 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I ,jl I ,JAL I i +-_I-� 'J_-- +-- +--+--L---F- a Any person who proceeds with a development without the con- sent of a CAMA official under mistaken assumption that the APRLLQ�. sign e development is exempted, will be in violation of the CAMA if there Is a subsequent determination that a permit was required for the ^ `� development. CAM ificialis signature The applicant certifies by signing this exemption that the 2 'Z applicant will abide by the conditions of this exemption. issuing hate Expirlition Date CERTIFICATION OF EXEMPTION FROM REQUIRING A CAMA PERMIT as authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to 15 NCAC Subchapter 7K.2y�or NCGS 113A-103 (5) (b) (5) Applicant Name Address q W A\- N . Phone Number-1 City : , . ; l z c H State N Zip Project Location (County, State Road, Water Body, etc.) Type and Dimensions of Project .1. ` 't {" ' f `` , '`- �' e " `r ` — The proposed project to be located and constructed as described above is hereby certified as exempt from the CAMA permit requirements. This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State, Federal, or Local authorization. This certification of exemption from requiring a CAMA permit is valid for 120 days from the date of issuance. Following expiration, a re-examination of the project and project site may be necessary to continue this certification. 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L � J ' - N_U . _ - L � _ 1 _ _ L� � � _ L _ _ J t----L--�- -- _ L__-L 1--L-- {--L -1---- I I I I I 1 -'It I ItU�/le �1 1 L__L_-� r.. I I I I I I I I I I 1 I I I I I I 1 I I 1 I 1 I I 1 I I I I I I I I I V-I CK �� r' I,_ tt_` ,•1_i�l.J0.Yr J�I.-rr i( i�..^�1--L �-='--L--L•--L--� r l,�li I 1 I ( 1% 1 I 1 1 `t�I 1 1 t 1 i t 1 1 1( t 1 1 i1'.'14' tV, ------F--+--}-+--}----+----+-- --�- ►----+--E--�-- }- +--+--+ --+---�--a 1�1r'-y 1 I I I I i1 �1 c•YI `1' U;1 � 1CI W\ �1I.f� A I T h, �� Any person who proceeds with a development without the con- sent of a CAMA official under mistaken assumption that the development is exempted, will be in violation of the CAMA if there is'a subsequent determination that a permit was required for the development. The applicant certifies by signing this exemption that the applicant will abide by the conditions of this exemption. J>gr" Ap si nature-- CAMA fficia's signature Issuing 'date 2{" 1 ?- d 2-C3 :ion Date a AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION Name of Property Owner Requesting Permit: n D7' fvn S,Gf /.3F� Mailing Address: 7G 0 Sin S-e- >- ac a- c-,i !� C'As..ef Q�-GX All .7-S-Y65- Phone Number: e!!o - 5-? 5 - G Zt `7 Email Address: I certify that I have authorized Z_- 'C,'4g " , Agent ! Contractor to act on my behalf, for the purpose of applying for and obtaining all CAMA permits necessary for the following proposed development: -7'o� Ae-e c4.n Ira, rS G C CLW'NW y at my property located at 3 S 5 4OV ecw� in County. l furthermore certify that l 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. Property Owner Information: Signature III M .t'tAZ�0 Print or Type N me -t-o Vr✓ 4Oi'+1 41r'f-1121{-1&-e - Title Date This certification is valid through IL p- VICINrrY MAP LwTDR LBE iaDt ba \ Z W CBIEi >. P.1Cr b SURVEpY POVIDED BY: wowa • A®¢� aj \� \ O E�mWE.rR0T N86 AewrN¢Pc O� �Li �5 � \ �y \ '.• • PpJ P�CeBIu�Bv-tea DY y \R \ PS P \ \ 7 llEE _ \ IEpN E%ISTND IEACR �J: TII�UYOUi LS ROL SUITABLE WRISE w� \\ \ 1 �YIIILKWIY AN OFFIOML PROPERtt SURVEY OR FOR REOJRDI�TAJN PIIfbOSEs \ \ \\ sd \ \ \ \ \ \ sB \ \ er Q. �a \ BED MEVtMNBVMYAT o°o \ .. W o� ll0.4TND IBIW POINTIN ai << ��yy7 m \\ \ \ LOCI1TIOnV, FlETf. O \\ REMOVE APPR MAO to O � TNGWwL� V \ \-SKWHYIwDREBOLD 9�/ m ABOVE DUKE TOMATCR ExISTINO T \ baE \ \ \ .-POWTOFMWLKWAY i $ \\ \\ \\ ENO OF EA TnO BEACR ®' \ sTNR PER s,TE p VIAL ftSQ 41-N ACCESS Y Cdd110i15. BEE DETAlS W U — ,t mERs LL I^� \ \ \ WALKWAY sEE-CEss ® ± \ sLONGLANDING rQL.i 0. \ \ tOE Cf DIME FlA3(iED STAMs PER sITE /LUUj /� BY CINM 18291,a \ Lr11ptT10Ns.R5EE DETAILS V/ �Q! O �F.. 1 \ ALLOWABLE BWLD LINE, B O \ \ ZmZ V! \ BEYOND TDE OF OUnE / \ \ J� r U J \ \ W aa \ \ 1 0 \\ \\ LL 90 W \ \ \ \ \ Fw \ \ run Ho«vwm \ rATcn urtF \ \ B«EET p >e� ST-1 LL— BOLE: 1' • 30 NOTCH POST FOR END JOIST 4XA HANDRAIL MST, BOLT TO 6X6 THROUGH END JOIST WITH (21V BOLTS M MST, TYP (2)Y' THROUGH BOLTS 2X12DRDPPED GIRDER TYP 2)GI0JOISTS 9 I4.1' O.0 VA DECK BOARDS 1 qTE ALL BOLTS B F0.3TENER9 TO BE HOT DIPPED GALVN)IZED. ALL LUMBER TO BE R.T. SYR a WALKWAY PLAN SCALE: 3 - TYPICAL STAIR m 1 - SECTION TUTS M FLAT VA RAIL 2X2 HANDRAIL 2X2 PCKEn M RAIL ME DECK BOARDS AAA HANDRAIL POST, BOLT TO BXB THROUGH END JOIST MTN (2)V MOLTS (2)1(' THROUGH MOLTS U12 DROPPED GIRDER, TYP BAB MST. TYP SHEET S- NO. REVISION TOWN OF SUNSET BEACH 39TH STREET BEACH ACCESS SUNSET BEACH, NORTH CAROLINA WALKWAY PLAN & DETAILS b FLAT S RAIL BLOCKS. VON :NTER 2 HANDRAIL 2 MKETS A RAJL A DECK A HANDRAIL POST. XT TO BAB THROUGH ID J 5T VMTH (2)%' XTS %'THROUGH BOLTS 12 DROPPED GIRDER. TYP B A -SPACE IF BOTTOM OF [DER HEIGHT EXCEEDS S'-0- OVEGRADE,USE%'BOLTS S MST. IF DRAWING DATA DATE: 2119120 SCALE: AS NOTED DRAWN BY: ARM DESIGNED BY: ARM CHECKED BY: RPA PLOT SCALE: WA CAD FILE NO: ST-1 ZAS FIAT ZXS RAIL MP KETS 2A8 RAIL ZAS DECK BOARDS AX< HANDRAIL POST, BOLT TO ME THROUGH END JOIST WITH (2)%' BOLTS (2)%' THROUGH BOLTS 2X12 DROPPED GIRDER, TYP BAB POST. IF 2 - ELEVATION NTB GENERAL STRUCTURAL NOTES 1. NO OTHER PARTY AAY REVISE ALTER OR DELETE ANY STRW TUFAL ASPECTS OF THESE GONSTRUCTN)N DOCUMENTS WITHOUT WRITTEN PERMISSION OF SUMMIT DESIGN GROUP, INC FROM HERE FORWARD REFERRED TO AS SUMMIT DESIGN. 2TR CONACTOR SHALL VERIFY ALL DINS MENSIO. & SUMMT DESIGN WILL NOT BE HELD RESMNSBLE FOR THE CONTRACTORS FAILURE TO CONPoRM M THE CONTRACT DOCUMENTS, SHOULD ANY NOKCW MRMRTES OCCUR A. THE CONTRACTOR SHALL PROVIDE ALL REWIRED TEMPORARY BRACING DURING CONSTRUCTON TO STABILIZE THE STRUCTURE. S. THESE DRAWINGS ARE TO BE COORDINATED WITH THE ARCHITECTURAL. MECHANICAL. PLUMBING, ELECTRK:AL. AND CIVIL DRAWINGS. THIS COORDINATION 0 HOT THE RESPONSIBILITY OF SUMMIT DESIGN. SHOULD ANY DISCREPANCIES BECOME APPARENT THE CONTRACTOR SHALL NOTIFY SUMMIT DESIGN BEFORE ANY CONSTRUCTION BEGINS. S. THE CONTRACTOR SHALL VERIFY ALL ASSUMED HELD CONDITIONS FOR ACCURACY AND REPORT ANY DISCREPANCIES TO SUMMIT DESIGN BEFORE CONSTRUCTION BEGINS. T. CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE NORTH CAROIINA BUILDING CODE AND ANY LOCAL ORDINANCES. B. CONCRETE $HALL HAVE NORMAL WEIGHT AGGREGATE AND A MINIMUM COMPRESSIVE STRENGTH (I'c) AT 28 DAYS OF 3(00 PSI. V. ALL REINFORCING STEEL SHALL M GRADE M BARB CIXIF NG M MS A815 AND HAVE A MINIMUM COVER OFT. 10. MAP REINFORCING STEEL AS REWIRED A MINIMUM OF AO BAR DIAMETERS MR TENSION OR COMPRESSION UNLESS NOTED OTHERWISE. SPLICES IN MASONRY SMALL BE A MINIMUM OF Q BAR DIAMETERS. II. STRUCTURAL STEEL SHALL HAVE A MINIMUM YIELD STREW(Fr)OF 38 KSL 1Z SOLD SAWN WOOD FRAMING SHALL CONFORM TO THE SPECIFICATIONS AS LISTED IN ME NATKNUIL FOREST PRODUCTS AS SOCIATKYI'NATIONAL DESM SPECIFCATK)N FOR WOOD CONSTRUCTION- (NDS) LATEST EDITION. 13. SOLID SAWN WOOD MEMBERS SHALL BE SPRUCE -PINE -FUR F2 GRADE OR BETTER UNLESS OTHERWISE NOTED. M. STRUCTURAL COMPOSITE LUMBER SHALL HAVE THE FOLLOWING MINIMUM DESIGN STRESSES'. LW: FD•2800PSI Fv.2B5 PSI Fc.MPSI E•1.0X10^8PSI PSL Fl .2YW P51 W .250 PSI ft. 750 PSI E • D A 10"S PSI GLULAM: W .2AW PSI Fv. 21OPSI E • 118X 10"S PSI 15. LUMBER N CONTACT WITH EARTH, CONCRETE. OR MASONRY SHALL BE PRESSURE TREATED. 16. ALL BEAMS SUPPORTED ON TIMBER FRAMING SHALL HAVE FULL MARNO FOR THE DESIGN LOADS WIDTH OF THE BEAM AND BE SUPPORTED BY A MINIMUM OF TWO (2) STUDS. WHERE BEAMS BEM ONTO A WALL PAMLLEL TO THE 8EAM, THE BEAM SMALL HAVE A MMMM BEARING LENGTH OF T. 1. BUILDING CODES 17. STUD WALLS SWILLBEM4018' ON CENTER UNLESS NOTED OTHERWISE. 1.1 NORTH CAROLNA BUILDING CODE 2018 EDITION 1& BEAMS CONTAINING MORE TWIN 3 PLIES SHALL SE BOLTED TOD>fTHER WITH (2))V 1,2 MNNUM DESIGN LOADS MR BUILDINGS AND OTHER THRU BOLTS 0 IF ON CENTER UNLESS OTHERWISE NOTED. MINIMUM EDGE DISTANCE STRUCTURES, ASCE T. FDA BOLTS IS 2 )V. TWO (2) BOOTS SHALL BE LOCATED MINIMUM B' FROM EACH END. 2. DESIGN LOADS ILL ALL PARALLEL NON -LOAD BEARING WALLS SHALL BE SUPPORTED BY A DOUBLE JOIST LOADING CONDITION DEAD LOAD LIVE LOAD ROOF IO PSF MMF UNLESS NOTED OTHERWISE 20. CONTRACTOR TO PROVIDE LOOKOUTS WHEN CEILING JOISTS SPAN PERPENDICULAR WALK UP ATTIC 10 PSF 30PSF MRAF TERS. CEILING 10 PSF M PSF 21. ALL MATERIAL BELOW THE BASE FLOOD ELEVATION SHALL BE PRESSURE TREATED. FLOOR 10 PSF . PSF ALL CONSTRCUTON WITHIN A DESIGNATED FLOOD ZONE SHALL BE CONSTRCUTED IN BALCONY IO PSF MP&F PLATFORM 10 PSF IM PSF ACCORDANCE WITH LOCAL FLOOD PREVENTION ORDINANCES B IN ACCORDANCE WITH THE M18 NC RESIDENTIAL BUILDING CODE, ULTMATE WIND SPEED 150 MPH 2E. AT A MINIMUM, PROVIDE BLOCKING AT MID SPANS OF ALL FLOOR FRAMING M. ASSUMED SOIL BEARING CAPACITY 2000 PSF. ENGINEER CAp,O� SUMMIT DESIGN GROUP, INC TJ SEAL !r 0 STRUCTURAL . CIVIL . MECHANICAL . ELECTRICAL 025485 �tl` 2rz�m 2" ENCNLLR PO BOX 995 BLADENBORO, NC 28320 �O 9104363-4580 ARMS LICENSE C-2565