SCEX_20-03_ Turtle

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1111
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN April 16,2020
Secretary
BRAXTON C.DAVIS
Director
Turtle Cove Town Home Association
do Premier Management—Joyce Weathersbee
PO Box 12051
Wilmington,NC 28405
RE: EXEMPTED PROJECT(MINOR)EXEMPTION
MAINTENANCE AND REPAIR-(15A NCAC 7K .0209)—Exemption# SCEX20-03
904-910 S. Shore Drive, Surf City,NC
AREA OF ENVIRONMENTAL CONCERN—Ocean Hazard AEC
Dear Ms Weathersbee:
I have reviewed the information submitted to this office in your inquiry concerning the necessary filing of an
application for a minor development permit under the Coastal Area Management Act. Based on the information
provided,I have determined that the activity you propose is exempt from needing a minor development permit if
it remains consistent with the information received by our office on April 15,2020,and meets the conditions
specified below. If your plans should change and your project will no longer meet these conditions,please
contact me before proceeding.
Maintenance&Repair
1. The maintenance and repair work authorized under this exemption specifically includes the rehabilitation
of ocean side decking, including stairwells and landings,as depicted and described in your proposal
which was received by our office on April 15,2020. No additions,including roof overhangs,deck
cantilevers,expansions,enclosures,walkways or stair extensions are authorized under this
exemption.
2. The development must not involve removal,damage, or destruction of threatened or endangered animal
or plant species.
3. The development must not alter naturally or artificially created surface drainage channels.
4. The development must be consistent with all applicable use standards and local land use plans in effect at
the time the exemption is granted.
5. This permit does not authorize expansion of any existing structure(s). All work shall be confined to the
footprint of the existing deck structure(s).
6. No new pilings may be set outside of the footprint of the existing deck structure,except those needed to
support rehabilitated stairs or steps.
7. This exemption does not authorize the construction of any new steps, stairs or landings beyond,or outside
their existing footprint. NO NEW STEPS may be constructed,or extended over the existing sand
berm.
D EQ

- . . Ms.Weathersbee
Page 2
April 16,2020
This exemption to CAMA permit requirements does not alleviate the necessity of your obtaining any other State,
Federal or Local authorization. This exemption expires 90 days from the date of the letter.
cerely
i i
IDai , LPO
CC: Shelia Cox,Town of Surf City
DEQ--A

•
Dail, Jason
From: David G. Hancock <[e-mail]>
Sent: Wednesday, April 15, 2020 2:12 PM
To: Dail, Jason
Subject: [External] Turtle Cove
Attachments: TURTLE-COVE-DECKS_04-15-20[37623].pdf
CAUTION:
Hi Jason it was a pleasure meeting you the other day. I'm attaching as discussed the repair drawing for the Turtle Cove
Association beach side decks. I've noted the piling numbers and replacement numbers on the plans. I also removed the
landing platforms as we discussed. I appreciate your taking the time the other day and give a call if you have any
questions.
Turtle Cove Town Home Association
c/o Premier Management
P.O. Box 12051wilmington, NC 28405
Joyce Weathersbee
Cheers Dave
516-805-2422

TURTLE COVE
904-910 SOUTH SHORE DR. 'AA
( .51
SURF CITY, NC 28445 / J( l
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DIRECT REPLACEMENT OF
EXIST.WOOD DECKS 445 Broadhollow Road,
Melville,New York 11
Phone-831.930.53
Fax-631.794.244
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httlflllh J.parts G-01.00 GENERAL STRUCTURAL NOTES
:`Far,I . S-100.00 BLDG.904 EXIST.PILE&DECK PLAN
�'Park 8-101.00 BLDG.908 EXIST.PILE&DECK PLAN
A y S•102.00 BLDG.908 EXIST.PILE&DECK PLAN(A.;- D9y-- 9,- ,,ta, S-103.00 BLDG.910 EXIST.PILE 8 DECK PLAN
�/Y Re S-104 00 BLDG.904 PROPOSED DECK
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5-105.00 BLDG.908 PROPOSED DECK
LNIY p8Y' FRAMING PLAN
S.,. r O IOB.W BLDG.909 PROPOSED DECK
FRAMING PtAN
P., 'pf I '•4., S-107.00 BLDG.9010 PROPOSED DECK
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`4 i Os 5108.OD BLDG.804 8 908 PROPOSED 2NO FLR
9� - .sa BALCONY FRAMING PLANS
y S•109.00 BLDG.908 8 910 PROPOSED 2ND FLR
I I' y - BALCONY FRAMING PLANS
S-200.00 STRUCTURAL DETAILS
L oxa N,ii.u&Dr 1 t, A-100.00 BLDG.904 PROPOSED DECK PLAN
A.100.00 BLDG.906 PROPOSED DECK PLAN
—[' / �, .. A-100.00 BLDG.908 PROPOSED DECK PLAN
�1G`Y �'C A•100,00 BLDG,910 PROPOSED DECK PLAN
',G ,gip A.200.00 BLDG.9ELEVAT34PROPOSED EAST
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GENERAL STRUCTURAL NOTES
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A,R51GN LORE LOADS n ABEREVIATIONS GarRAL COIDTIOfxi:
STRUCTURAL MCTMBERS nAVE Etre DESIGNED FOR f1AL DCAD LOALti AND TOE r01100.IG Tilt 1Ou7MHG LAST Of ABB-RGv.ATGNS 15 NOT INTENDED TO REPRESENT ALL 71LOSE LBW ..ALL CONTRACTORS AI0 SUBCONTRACTORS ARE R[SPON5r0:2 FOR ADICR1G TO Tot
U VE LOADS'IN ACCORDANCE WITS Tn[2015 INTERNATIONAL:RPSiD[NhI0L BALDING CODE ON TtESE GRAW11A:5,BUT TO SUPPLEMENT THE MORE COMMON ASEREviOTIONS:SED. RECAIRMIENTS 45 SPELLED CUT iN TOME!TOTES. ALL PARTIES MUST CAREFALI STUDY 445 Broadhollow Road,9
WITH TOE 20'16 Nor n CAROLINI4 AMENDMENTS.. Al).VOTES roR ITEMS WITCH MAT PERTAIN:TO THEIR TRADES.rARLIRE TO READ TOES[ Melville.New York 11
A.r.F..ABLT.2 MH+SnED FLOR N.C.-NOT w COMRADE NOTES CO[5 NOT PERMIT TOE CONTRACTOR TO DEVIATE FROIA THEIR RWU:REAlENTS. Phone-631.930.53"
.DECK LIVE LOAD: 40 PSr IX)ESTIOIS wiLL BE C.110102 3Y ANSWERED BY TIE ENGINEER
2.STAIRS'uVE LOAD. 40 PST' ALL..-NuMINUM O.C.-ON CENTER Fax-631.794.2411
3 GLARES ANC HANDRAILS: 200 LBCONCENTRATED FONT LOAD 4.AND O.C.-OUTSIDE DIAMETER 2 ALL CONTRACTORS MUST AST SITE AID NOTE All 505NG CCIIITIG15 AS WILL*A6
A.COLLATERAL CCAD LONI= 15 POP ffi.-AT OPP.-OPPOSITE ALL CONDITIONS TO BE MET BEFORE SJBI.I.TTNG BID.1112K Or TI[ROUGn
BURG.-BALDING FLAB.LAM..PLASTIC LAMINATE UNDERSTANDING OP TM PROJECT RECAR[MLTTS SoA1 NOT CONSTITUTE M 01Cu5E
UN-`+W1C¢LTE M.ASCNRY JN.i RNA.-PLYWOOD FOR ERRORS OR 0.1155.Ob NOR AOST.PY A REQUEST FOR ETRA COMPENSATION_
B.5EUN:AL?kite CONC.-CONCRETE P.S.F.-POUNDS PER SQUARE POOT
DBL.-00401E P.S.I.-POUNDS PER SQUARE!NCH S GENERAL CONTRACTOR. HALL S VERIFY ALl cttso1TION5 AND C1ECK ALL.AICAc,REAIEINT5
I.PEES TO BE 5C1E0111E 00 2-7/M nELLCRL PUSS R/.0-12 HELL'BY GCIUOafATn TECH T EA.-EACH PT,-PRESSURE TREATED ON JOB AND 01-1A1.BE RE6POIJ6BIE TOR SAME.
EXEC.-ELECTRIC. RE NE.-REINFORONG
E.P.S.-WA!NDCD PG YSTYRENE RC.-ROUGH OPENiI♦'. 4 AIL WORK SOLI BE COIL[IN AC:)502*C[MIT Tnt CURRENT BUIID•NG CODE Of AL
C.GROUT ENT.-P1005. RN A RN.-RUNNER
-- F.D.- ORA SIT.-MEET GOVERNINGGOVERNING AT'1pBTIS.
FLOOR
1.PROVIDE PVC CABINC-WT.SOUR NON-SOWN,GROUT AROUND ALL HELICAL P11ES TC FT.FEET 6HTING.-SHEATHING
5.ALL WORM SHALL BE D DON[IN N:CORDAAX WITH THE SPECIFICATONS.ARNCnIT6TURAL,
PLATO OF e'-O MIN.EELO0 GRADE GA•GAUGE BIM-51M11AR
2.NONnITR GROUT So. TO CORPS OE CNGf2R R, 5 SPCC INUATi l CRC+: GALS.-GALVAi12[Q 5-N-1-5r1APALCC1 SOMA MECnANIGL DRAWINGS.
b
62 i GROUT SHALL et NONAETA'I C AND 1101NSTANIIG GRB-GYP5UA1 WALL BOARD 541.5.-5111E,SAL SCREW
H.-NIGH STEM-SPECEI CAT10N S 6.ALLORANGE/MEO1*10 IN ARN,TI FLOORS.RiJO,ETC.ThT BE LOCATED iNOT AND 4122D AS PER
D.STRUCTURAL LUMBER SOLE.-rOW20MAL 5.S.-STAINLE56 STEEL STRUCTURAL
AND ARC TECTURAL RLO1IREMRNTS EVEN IF M'JV.N A5 5LiG1t ON
__.._....._._.--_.._..-.- I.D.-INS/DE DIAMETER STi_-STEEL 6TRUCTUML AND 4RCIITC:TURN DRAwIIN65.
1 STRUCTURAL LUMBER SHALL BE GREEN rn.A A5 FIR LARGYI NO.Z.OR SETTER,UNLESS INSUL.-IH5ULAT,O1 TAD--TONGUE ANC GROOVE 7.ALL WALLS MINI BE ADEQUATELY BRACED UNTO TOE ENTIRE STRUCTURAL FRAME Its
OTHERWISE NOTED CM THE P1A14 V:m TOE FOJ.CA NG MRLM'uA PROPERTIES. INT.-INTERIOR TYf.-TYPICAL BEEN+5*131 ED AND.a.STRUCTURALLY SOUND.
• EC=650 PIN L-IDGTH,L]fG U.O.N.-UNLESS OTTLERATSE NOTED
. P:(PERPENE/CULAW=625 PM LAM--IAVATCRf VERT.VERTU 11
A1000-RACLI N! V..P.-VERFY 1N FIELD 6.All SO CIALT ANC4ORS AND FASTENERSOL. ARE TO BE 1A013112 TPRED AI IF*
• A,=.6 P51 L.IAx.-MAi.RAI Al•'W'.TI, CORPORATION . A 100+119 EQUAL ANDM AID,TO T. nSTALLET PER AW1UfACTURF¢9
S. C•r•�•000 PM WIC-AUNUrKB.1MR AD.-RATER CLOSET SPSIFIUTIO.S.T:•KAUDII:G TORQUE EUBlOM[hT,LENvTf.ETC.
2. ...PRESSURE MM PRESSURE TREATED UBER Sn1 N BE No.a SOUrnERN rt0 IN Ow PE,OR BETTER MILL.-MINIMUM WV-WO M
OD S.ALL CONTRACTORS AND SUBCORACTORS ON THIS ALUM,'tin..SE Rt5PON51EAE
^ Alin*140(.*,FAUN[COPPER OUATERNALY)TREATMENIT. M.P.O.-MILES PER HOUR w.n.-WATER HEATER FOR TOE PROPER PERFORMANCE Of TnErR WORK,COORDINATION SOn OTHER TRACES
3. PROVIDE W'ASnERS BETWEEN ALL TnE BOLT ntAD5 AMC.COD AID BETWEEN ALL HUTS MIL.-METAL W,0-WITHOUT METHODS,SAFER AN0 SECURITY ON Toe ADS RTE.USES AND IT AGENTS AND
AND WOOL NEC.-NEOPRENE W.W.F.-WELDED WIRE 1ABR1C ERIRUTCt ME NOT RESPONSIBLE OR LIABLE FCR TIE ABOV!AC MULL BE ORD
Lai BOLTS AND SCREWS 5n5.1 BE PROVIDED Alin L2AC 110(/5 1AJ.NG A OMMETER 1AW.5E55 AN0:NCEMMITED Bl ALL CONTRACTORS AND SUBC.0.TRATORS MOM A11
NOT GREATER THAN 70 PERCENT OF TIT[',DREAD DIAMETER Or TEE BOLT CR BCRL'W. AN0 Ali.CLAMS,Looses,SLOTS,AND LEGAL AT.ON WITATSOEVER NG5114C.ERMA Tile
AL,LAG BOLLS AID 500255 SHALL BE INSERTED IN i5AO HOLES BY TURMHG AND GENERAL NOTES: PERFRMANCE Cr WORK ON TI16 PROJECT.
UNDER NO CIRCACSTANCSS BY DW VING W1Tn A nAMER.
..TnE CONTRACTORS..PROVIDE TEMPORAR,SNORING ID BRACING.AND MARE SAFE T O.ACCCPTANCE Of DEVIATOI.S FROM AV.OE TM!REOLAEIMITS OrTO[SE NOTES
5. RLAG1 Bhi 5 MAU Be PROVIDED Min BOLT 1RJ.ES'AT1!C.-A22 3 AID
ALL 1LOCRS.ROOFS,WAi.S.AND AD,LIL2NT PROPERTY AS PROJECT CONDITIONS - MULL BE AT int SOLE 015CRSTON Or Toe lSCIITECT.ACCEPTANCE OP A DE/ATKAi
LARGE!Tn.Tile BOLTS. REQUIRE.
6. STEEL FOR ALL ACC[-OBIS SHALL CONPCRM TO NSTAN A3e. FROM AN REO;xN[MEM 5+WL 110E Be CONSTRUED A EMOTING ANt OTnlR
7 P12N000 STALL BE C-O EXTERIOR,OPPA-BADE MARRED OR MLA RENT,OP THE 2.0MEN51ON6 AND DETAILS Of EISTNG CONSTRUCTION GIVEN IN STRUCTURAL DRA.R41G5 O[WAThON
1nICFOESS 5n01.ON T2 DRAWINGS. ARE APPRO MUTE AND ARE BASED ON WADED INFORMATLON.TH!CONTRACTOR SHALL
6. PROVIDE OTHER 1.Wt1FACTUREC A 0e5000ES AS MO TTKE°AN0 AS SPECIE/ED. VERIFY ALL INPORAIATICM P1RTAIN NG TO EM TNG CONDTONS BY ACTUAL
9 Al,.FABRICATED STEEL ASSEMBLES ERPOtiED TO'WEAT1ER AID ALL STEEL FASTENERS MEAS4REUCIIT AND OBSERVATIONS Ai Olt SITE. ALL D'SCREPANC:ES SCREEN ACTUAL
iNCWD111G BUT NOT UI.l1TED TO NAILS.ANCHOR BOLTS,CONNECTION BOLTS.NUTS. CONDITIONS A1D MIDGE SHOWN O1 TILE CONTRACT DOCUMENTS Srb11L BE REPORTED
W'A6H[RB,LAG BOLTS OR SCREWS SMALL EE GALVANIZED',14 ACCORDANCE RITn TIE TO TnE ARCnITET POR EL-ALUATtiN PRIOR TO START OF FABRICATION.
ASTM STANDARD FOR THAT ACCESSCR Y,ABTA A2.3,A.53 OR 0Tr1ER
O.FABRKJ.T[D ITEMS INDICATED ON Tit PAINS ARE DESIGIIATED AS PRODUCTS 3.AIL STRUCTURAL ROM 5e.1 BL 000RE IATET'.YNn ARLMECTURAL,WO-APRON.
PRODUCED 61 Toe SI.PSON STR,014 TIE COMPANY.P.OvIDE.TEENS NOTED OR ELECTRA...V.AND PLM181NG,ETC. REO.REAEHT9,O'SCRSPAIlCIS,ADELR 5nN1 BE
COUIVALENT PROQUTS. REPORTED TO'ME ARCOITET WIEDATELY.
I I ALL LAMINATED'VEEER LUMBER{:05NWL HAVE THE rU6GA111GIAINMUM
PROPERTIES: /.Tot CONTRACTOR SOUL 000RDiHATE W1Tn ALL RELATtO TRADES FOP.DETAILING,
s. Fs-2,600 PS'. FABRICATION,AND ERECTION PR-OR TO SUBMITTING SHOP CRAVINGS FOR APPRC1 AL
• f.-265 Psi •
R. to(PERPENDICULAR-750 PM 5.OPE*ING6 51-1ALL!ELT BE MAD[w ANY STRUCTURAL A1EMB[R:MESS SPECIP,CNLv
3. E.1,900,000 PR 91OWIi ON In!STRUCTURAL ORALMNGS OR APPROVED BY Toe STRUCTURAL ENGINEER
E.C0017.0,11:T10N
I TOE CO:•TRA-TOR SON:VERITY CONE/TONS w ME MELD AND I4I14IDIATELY NOTIFY THE --
ENGREER OF ANY CONi0T10N NOT AS ASSUMED.HE MALL TAKE FELD MfABuRE.ICNTS REV DATE COMMENT
AND BE RESPONSIBLE PUT.TIE SAME.
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I T1ESE DRAWINGS DO 110E CfAiN NECESSARY 001.1PCSTE/111 POR SA1E'Y OHRIHai E41
CONSTRUCT/0o `JCYI y 10::;ou i1:Uric)
A TILE 015TA1ER 5r1AU PROJCE ADEQUATE TEMPORARY BRACING.SnO RA 1 GU111G I SURF CITY,NC.G195
FRAMING AA*Al.ST'W1NC,06404 RLICT,06 LOADS♦OTHER TEMPORARY FORCES Uii,L
NO LONGER REQUIRED POR T1E SUPPORT Or THE ARMING.
G.M6UELLANE0*5
'a DIRECT REPLACEMEN
I. ALL CONSTRUCT/ON SEAL MEET THE RCOAREAENTS Of TILE 20.5 INTERNATIONAL EXIST.WOOD DELI
RESIDENTIAL Bu1LDNG CODE WITH Tie 2016 NORTH T....A AMENDMENTS
2. 11O NOTE OR Wl:THERE or SHALL BE CONSTRUED AS RE11Ev1NG TT LE CONTRACTOR
FROM 22C3IT1NG ALL TIE'AURA 1N i000RD.-J:2 WITH TFL OUI LIMAS CODE 0P STATE Ma
Of TENS,TOE RE:DENTIAL CODE Or STAR Of 110R7n CAR1l1NA AND AL LOCAL
RECALAT10N9 nAING waSD!CT,:M. UNITS 904A,904E1
a. THE ENGINEER SMALL NOT BE RESPONSIBLE TOR ACTS Or CML5510N Or 111E 904C,AND 904D
CONTRACTOR OR ANT SUBCONTRACTOR OR AGENTS OR ATY OTHER PER5014S
PERroW.u5G TnE WORN: EXIST.DECK PILE PO
< TnE ENGRTr2R 15 HOT IZ'sPDI S:6E FOR OBTANING AO BLNDRG PERMITS ANDICR
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