Mason Harbour Boatslip Condominium Owners

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.4)k)Zr NCGS 113A-103 (5) (b) (5)
yA/c .
ec. 2 Z2. - 9 Ito
Applicant Name T Myi2"V1 a1 T-1 C ° 1�12honeNumber cite,
Address 1-14 2 t NA" T'1 c.4 YAc IACs-%xv3 ; DRiyta.
City W"I'm 14 cvTo �J State NC zip Z94-11
Proje�ct�-ocation (Cpunty, State Road, Water Body, etc.) ��''� N.�w�v C , "'TY
Type and Dimensions of Project
c
WALL INi V-x1rnAta ALiCxn/iN1F-v-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.
AEC(S): V- S & p-rs SCALE: A/T,S
__-__r__-__-__�__�
t-1----jK'-Q-^-+--}`Tali +--rp41-''#c--�--�
I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1
I 1 I I I I I I 1 I 1 I 1 I I I 1 1 I I I I 1 I I I I I 1
r-�-+r---r--r--t--r--r--r--r--t--r--t--�--r--t--r--Q-r-y---t--t--t--aat--r--r--r--r--r--1
1 i i%iG 1.Ar+�A
-- 1 -- I --r`JlY�tl i�r-4 -1
I I I 1
I I I``5 ,,, I I 1 _ I _ /�I I I I I I I1r 1__ 1 I 1__ I I 1 I,� 1__ I �I¢ I 1 1[�►J� I I
- i* 1/V�i- I --Z-~r-- T--� --TA'r-'�--
I
I I I I I I I I 1 I 1 I I 1 1 I 1 1 I I I I I 1 1 I I 1 I
__T__T__T__f___T__f___f___f.__�
1 1 1 1 1 1 I 1 ''f� I .}�y�.�1 1I I '� I I 1 I I I
---~-j--�r--T--Ti'-T�=�(TYY_A_MST-- -r�-�T�.ir}1I�--r--j
I I 1 1 I 1 I 1 I I 1 I 1 I 1 I 1 1 I I I I I 1 I I I I 1
'� !1
� I I I I I I I I I I I
L-_L__L_ L__1__ __L--L_--1-r�--1[= _\_ _LL_L���Ic�Ltlr+d__l1F._1�✓ TL_JU��J
I I I I I I 1 1 1 I 1 I 1 1 1 I I 1 I I I I I I I I 1 I 1
I I I I I I I I I I I I I 1 I I I 1 I I I I 1 I 1 1 1 I I
L_
I
L
L__-,_-r-------- -_�LIO L9_-_5-11L ��1I 111- W-_1
1_O_�1L`y.__JJ_�_jp_=',�1+L____'1^,_-rl{_'- I 1 I I 1 I I 1 I I I I 1 I I I I I I I I I I I I 1 1 1
I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I 1 I I
__Y`ALL__i iotEJ
I 1 1 I I I I I I I I 1 1 I I I I I I 1 I I I I I 1 1 1 I
I 1 I I I I I I I 1 1 I I 1 1 I 1 1 I I I 1 I I I I 1 I I
I----I---I•--}--I---I•--}--I---+--I•--4--4--I---4--I---+--I---a--- 4---4---+--;--L--4---L---L---L---a
1 I I I 1 I I I I I I I I I 1 I 1 1 I I I I I I I 1 1 I I
I I I I 1 I 1 1 I I I I 1 I 1 I 1 I I 1 I I I 1 I I I 1 I
F--F--F--f•--+--F-- --}----+--4----+--4--�--4--4--4 --- +--+-- 4 - - 4-4---F--F--F--4
1 I I 1 I I I I I 1 I 1 I 1 I I I I I 1 1 1 1 I 1 I 1 1 1
1 I I 1 1 I I I I 1 1 I I I I I I I I I A III 1 1 I 1 I I
_1__6.__L__L__J
Any person who proceeds with a development without the con- �! j�% • �,�/���
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.
Applicant's i ure .
CAMA Offi I's signature r
Issuing Ate Expiration- Date
2

McGuire, Tyler D
From: Mike Wilson <[e-mail]>
Sent: Wednesday, December 18, 2019 3:06 PM
To: McGuire, Tyler D
Subject: [External] Plans specs & bids- Mason Harbour COA
Attachments: Masons Landing Bulkhead Repairs Specifications.pdf; REVISED TYPICAL SECTION -
Cantilever.pdf; S1.pdf; S2.pdf; S3.pdf; S4.pdf
Categories: CAMA
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<mailto:[e-mail]>
We have all this bid out and ready to start January 15th. The damage is approximately 130 feet long (the bulkhead is 400
feet long) and the CAMA permit included work to build another 17 slips at the end of the road.
So, our repair is well under 25% of what the CAMA permit was.
Once I get your form, I'll get our contractor, TD Eure to sign.
Look forward to seeing you on January 3 at 10am.
Mike W
DECEIVED
DEC 18 2020
QCM WILMINGTON, NC

BASE 010 r/ UPPER WALL
WALE WRING CONSTRU6bdN r% E)ISTING
AS SHOWN. ALTERNATE
DRILLED ANCHORS. REMOVE W�I.E t ANY
WALL SHALL BE MST: BLOCK
EXPOSED ROD UPON _
WALL, SEE DETAIL SLEET S4
�z
TOP OF WALL ELEVATION 20.5
ROADWAY ELEV VARIES +16.1 TO +17.8
A
SEE PLAN FOR ROAD R DRAINAGE,
AGSHEET 52
._.. ._ GE __.._.
CONTRACTOR MAY ATTACH EASTING ANCHORS TO SHEET
INSTALL JET • 8' PILE FOR TEMPORARY USE. ANCHORS ARE AT 55'+ CENTERS
ABOVE R GRAOE EVERY r/ DESIGN REPORTED DESIGN CAPACITY OF 7.5 KIPS. CONTRACTOR
OTH EET RESPOHSSIBLE FOR VERIFYING CAPACITY FOR USE.
2x8 DECK ON 2.4 STRINGERS SECURED
TO SHEETPILE (NON STRUCTURAL)
25'-10'
PZ 22 STEEL SHEETING. 23.0 Ft LENGTH
TOP OF WALL (TIMBER W) ELEVATION 11.A _
ELEV 12.0 E ANCHOR
�011
ANCHOR 0 It +104
6.6 HSS STEEL WALER
r/ PLATE. SEE DETAIL
10x10 HSS STEEL WALENFEXISZTING
T
8 ANCHOR. SEE DETAILANCHORS
0 11'— 0' (132') SPACING
THIS SHEET
2�'Y FOR 36KS ROT k
2 I FOR 5d(9 W 60K9 ROD
FAIlEO PROFILE MAX STEEL YIELD STRENGTH FOR ROD = 60KS
POINT ROD SHALL BE 5 6OKSI
MHW +2.901
SEE WEEP k WEEP HOLE
MILW —1577
e
DETAIL, SHEET S3
AEV —2.5
—4.0 MAX 0
MINIMUM TIP ELEVATION —21.0
PZ 22 STEEL SHEETPLE
STEEL BULKHEAD SECTION — SHEETPILE ANCHOR WALL OPTION
KIM, RECEIVED
FOR HOT ROILED SEC70N5 SUCH AS PZ 22, FILTER FABRIC NOT REWIRED BEYOND THAT
INDICATED. FOR COLD ROLLED SECTIONS SUCH AS S718, FILTER FABRIC PLACEMENT IS REQUIRED
FROM ELEVATION TOP OF WALL TO ONE FOOT BELOW MUOUNE W/ 18' LAPS DEC 18 2020
QCM WILMINGTON, NC

GENERAL NOTES
9AG➢BK
. mE�
wry x irll a w< wins a msnmcew
aaH•D oral ui Inm
Pal[ vwRIE s ar
sEac rv. aIP ru
a aYUES Yr M+a aD®EPR no®[nm
ail. �t YY FI rr Fa wllAs w (A K aiaep
•�4 IOr�A NY m 16 sfaG,Y fal SRtl14
Slat Y1rIE. B OP[ a S,YNMO RY.x NI S,FA
auPa YY iES M we
S,al f1DY6 • ME Ka wP([1K[ as Y a (ri EcaRA)
L IYar. Fa¢am6 - [-A >m
iMDE[IC A4Y Awl P Al Kl DnP GYW®
YL xY[[rr MIES. F,a SNY1 E xDl D11P DIINIa®
Yro f1/ESIaL
l fA[C
r•iC MML E IrtaR nnP RI IAIW FaW.
C MI Rr[ HLL E Dal(N m 1[YY A [Ifl'A141 aal' RL
,ngAro fNYl E Na,•Yw M R/mQ, a M HIAL
sm HIM [Yu D[rw w pE wn DaAE m DK
9W1 E R w ROlri M r110E[ 1raYY AW116
All rOD, a WL
Yc•� 5¢Iq .PIYR E.r1, K%G,I•
vl w NF N/II
a raElr�EaM
mm, a • RY lo.oswl EraT rl.Q Y„m
[M • I�aY Dal f111 Oai®a I! WS la f.0a1 9WL E
• no ar[ort P,YT[D Elan Nrl • xarrY [rr Rr aanam
i : Dr�mwluaaf� m: �iw�ir.c mslaEam uYA�D[nlYl
R.rs rouE av am n NQwRaDa vr, P
.nlc,m E[Yl
i PA, - xlam[ a am n NQWnYY IrN, P
wnYxn EPY
i,Yl wIH WT WI.ING�A�rPy lO M,Y1Aal 6 MAc YM
� ILL PA V MI�P'A9R6 a r� Ylal fMFal
SMII HIM DNII E Yw® [M xarrE OOY Pr.M m
ral0! WR
W,o�E rra- mr ns• a HEM m ruv -lv-D-
IYYiE rra - naY m1 a r¢r[ m ruv -lv-v
r_ nNQ PWac,i
laml rru E a x[rw >a swam M N rcorwalw [M IE rwlElD
All SOP ral0 PA ➢uLL E rrAQ YM aurflR [D
ALL RA YO WA Y PEC, PxIK, rM laml 9ULL w[ W(w I
YI xY! m E PEwI DY.Y® xY! a l>o NP�,P Y. m[a
a � rasulP M ,'R na atrlan[ ern (ss)
ILL YDG ElY RR[CIa6 D Mro awu E fY.YYatw
RR f1YL E wM ADI YN fWL E NIYMEA
]Ql awRs M Mro awt E wY AP M DYvaYtP. Rip m
@D 11i010 IIIIl.
EEII ir10 rr•YMn
Au IIEIr mD Pn Yo NEun Im auu E nua ra Ar.A w
al areal D WiDOiI Y Wllx3 r1Y1 [ ax0 wlK A Irr6 >Q DAi410 0 Y, Y P!
YD rNl [ ri a Yw P aYR LlO laa ! M6 N xre PCBJI Oa6 Y6C
lalr WIOY1fl M1,Aa Nr Orfll Pfrlia W,Q
1LL rrxl [ 41w40EE M rPOEY
a Du1
MWL amru 6 E, ANLYE P R
RWIOl arOrLL rx OlxYw WOrY x WYLr a f 1r01 uR a00a
Mtl YH WQ IIAE [Nil Ilif W PrCf m Y 6 YY Di vIIOCR
x auwcn [xL Pne
rrar real [ t{t'.i [I Ra �/ r[N rai i.R
L ra11F.m II aaP YwwA
Ilwae rlxE [ E DYw M1G .Imm g fft, Y rP APnaaa OM
RnrD cw61��
M`.p aM PN[IC,P r1Y1 fwplC, OPOalP6 N rwl A
ama m • rr[ar YY OPaE m M rmr
�rro� 191LOP aT DftaR EPp, P OMr NM[I w1pY. P
W[Ya a EaraMrt YDIaI wlOWi x P Ew M WQ
Q 9ll i, E IIMEQ ORCRT m M amr a WQ YrP au
CYE x IPf a WQ m EDP[ 1WYro rM 1,. DL P OIIP raEl
EMIaYIrI E11NE RYL [DE M WR a M a rt/Y rIDP R,W A,
aFW01N ar w,v 6 ®6 x D®ovw YM M r[PxanR a
rsmmE aQ Iss I•Eal n!m R.w wwDRrN, ran.
STATEMENT OF SPECIAL INSPECTIONS
RDIc,. ..nru IQYs rIIxE uDic wEw
IAA,IPt —Tft K
[ai NOE4>JNL N EIIIa®L 01wE: aYR S RIEDE R
Iq rflaa, ®IM4 x I6mIIE rY M 94a.1
rQFCOP MOt SYKTAY iF4,IC gmlOfllO 6 M Ywi O.II. rt aRlY9 A >7ml•L a RDY aERBRr
H,rE DiPIMIIE m Mt MiLi AS Ell w M rY[ 6 IFN EmY ri(ODP tmwua Ym M mart a
OMD IwRoiO mrYn m E E,rfO M Plrllt,lal 6 ,Ifi rBfOIIrA am ro,s tlE S,A,apl a amY
atiECnP6 RICOV•S M rn1SIE[ PSdIar9
NSNcnP nwmxA,P l..l lv lmms a .. liEnwA YY auu cowl r®EcnN alPrs m
M [[fN0 af1WL Yn M a]W 11p(19pW M EAat aula oBVQm oFwQYrm 91Yi E ERgl,m
M MIiMM •„wnP a M m1AAnP rw �o• r vw asorvwm M[ K, merrnn. M
EmvYm rwl [ [own m M Arro,a a M [[Pc aalRwY[ M avar rv,nPY N EsrO6EF
WYi. M HRY NSffLQI FlmfRY OES lm Ir1[Sr M OP,MKa 6 16 P IQ Y➢OtHIiQ
xQr ESPn rlru E rsrrMD m M [Ynac aRaDE YY M oE� no®la x [rPsel Rlaaa.
• EarY Im, a vcRY rv¢nm OWIENM an[lP a Ya EAi➢ Nr¢aRA . roM .DY mRsnP a
MR 0®FPIIDES KQ N M aB4[,wR 9VI1 E [IYRO IEII A ®IMQ a • CW a,GR 6 �3S NO
OmNY1R.
A WER ND IF.Wf Nm EMIPS O (w61[;C001 aII 9EY M IFSO6iIR a M PNOIK,RE
x,FMI Y]wR RE[wCT. Y]IDII
YF9Mm R l
R
Oalm YIROYAYM FM-`�, c
m oars, ra meezr iawlwr � ru.Pcs � urns
IaIET RF WinaaL 9II M IpLD6
la[T l,R M � a wrQ
arNAwn amwar a u rAlYuml wx,YM Yw[[ Emi
m ass, ry Pax, uxcla � laE � wlt
la[v � a Ruaa YE aw,
Eon amYal Inch Ym law[
IIEi-EI / R [a[W6 DiPY•CY 6 IDIPq YID Mlap iElpR
IQI�I / R EiGlw a Ir1S Yr aP/CaP a fE
o
o
�
M10
a
m d
Y
g
s/y
�jfpQ�{
Z
w
W
�
�a
d
LLj o
ION MAP loos
O
U
7�G
J
S1 CODER SHEET
m
S2 GENERAL PLANS
S3 SHEETPILE ANCHOR WALL DETAILS
S4 DRILLED ANCHOR WALL DETAILS
=
i I r[L 1EM
ILR IIar
x Du[r[ vm a a loom IV m=!ma 1/tCY[ YO 16[E 1Clrrp Y[ fE¢l m M YROVII a M
YO[ PStyl. x CMMAM a YL .WMM rm 1QIK trnRRYe a[u E wPm f E[QI[6
- >� [sir Wro a ss raED ow xDms
PiW Ia[ mYm nor
EMIIGIN[ Y[ K rari
1rD1A ,OAir •>R
R A RaIED IgOPEt OOm N fY[ 6 M06, /CaYHE N frKall[S
- 61LS wMa
m • Im® Riml x nlNrc x su[ a Yw¢r
r u (1[m)
Im�l ®mar ll[mrr ¢DaasY luYu 1 a r • M wa[aa irmY ra alatlaP x oMmr[ nnawDEr
= -'� iir
SCHEDULE OF INSPECTION AND TESTING AGENCIES
x ml[Q, a Ems as¢aM awls x roue aaME
PrIIl ns ou
sPs a mrr•r[c
9rRK N[fCla ai[rElf !r w -aaaarra
TIDAL DATA
Hna a�clwl PaiEil
Q
RECEIVED
avume Yo roM amm rlYt E oEYsl n M O[rll P M DrQs Ysx,. Yrc caix, a NQEl, ws, E DR¢®
m M ..w[ aIRY YaP m a.Mw[ aa[
nFr 1 S
QCM WILMINGTON, NC
S1
M 44

PiTING A Z
J IEIIV( ]I vNp Q R II ffir ACI
J ME IFKef MIIC NI wlfl4
{jC�w.i MGYR KO N 6 �1F ®C
IOUl Oii �10p num Kom ro 0(Ipf
ItaL eD MJgl fdOFMe roewr N '
GW KOY Ig1C ltl' OfM M OOmI
�UOY YIMI fAICM
IFIOIf !)<W f10Y YIw Ti KD M�IO ©Ope
OIO[!1 Ml WFS tr- M - KD KU--f ------ r
'-""___Deno rerun zoos ro uw ru E
Baal wI wa. slac •om Es��rro�rin�s���sD�>�
KlFwaiC Phi NI IR lWl �
r_M 11 P A Z
i
nVM L1rML9nl 6 IEl w1 NI Fle1Kr IIpr111C OOQ Y6 M nIn[
161K1 !1 PIIO 61[� vI II 9ELl RO -�{ 1 I
RIMS MP[ WW Y¢a U u N p I IL^LL
16fMI ]r ]l5 11 Mr N6 � u1D6 --I
• NOY UnD�UIr Nll DE1,W 19R a GffER U i M
r
:1
Miroef-
a Wa uorc
� IIIj IT PANNG / DRAINAGE PLAN
wn
na¢ cs Mss a m � wrest �s �r ua De
wu euo mesa¢ aw n
Y[� 5 YAIUUII 9L4
WNG / DRAINAGE PLAN
DECEIVED
0CM WILMINGTON, NC
1 s/2019 1
S2
�

ie am
-----------
w as
N atlal q.RR � aR[ EtE. MI M
EIII a1NL E IL ana
GILL. Q ERl am M
F rfoa
ar.fla. amp
s-Ir
—Pt a sm a¢nc r.o rt wclx
I
`Ol r IB SRl EYU
./ ME aE E4E
2iY.r au s.
mlfc iMFD mRf2 �. ram . m Ilm
.waft ivn frm run s1asAl s s . m
m aau Esm
iFL,ULKHEA7 SECTION - SHEETPILE ANCHOR WALL OPTION
��ii �
ra got nun utos aoi ff rs a nu rssfc wl Eflalm EMa tw,t
.wtm ra no nIm ECnb Aw E ma nm rrec nAaan a ER.m
id FIFM001 A a MLL A OF {Wt Da I.aR ./ Ir uas
t/r .1Lr. RR ME a Ga
as E aa0. lY.
aoa - A,R n r. MR r.i1•. r-r y
t+aW
10x10 HSS TUBE WALER SPLICE DETAIL
m
•twG
10x10 HSS TUBE WALER k ANCHOR DETAIL
fA m Y
1/4' WY. t>D Mrt a UOi X
.typ Imao .xom A iE. MIA .xRMR tlA R wFlt M.
At 1.•f mtala ./ R!M Wntr E ]! Vf r
RIiT GPn1Y R W i f)IIIEf MpaE �--0 ------
w1m J/1 t9
aaam Rm W.RIr 11 q M (m,t T.
c . an A u n ula�x ® rra ®1
o � m
1'X 1'd M d
Noo wR x t IffE riM•. tlX 4 C
�V to
6x6 HSS TUBE ANCHOR WALER SPLICE DETAIL ¢ b
m .fta alm s alai ao tsta s IIO H <
W
O fn
J
MVRA 3 W :
Bona vfu t Ckf
Ckf
am rfs •ersa O p
ME = Q m
U
1'ar am Z = d
t� Q ]C b
y J } r W = YYf
t rT - W*WLW4 pJ. m 6
s rr.gtisal F =p
s ro oils W
W
2
HSS TUBE DBL WALER k ANCHOR PLATE DETAIL N =
m
neR trot a Iv
M RaA R MRS
RM rraC a L4
M.M'Nfa
IaWt ARE fri
(a R Ell la ma
afE r tla f1RE rlla R[Y
-.-a.AM'♦l.
a lot asa2 E r
.T IEaO aeraaE
II.CY)
O
oars v suM
d�tl
ovals
�.+
i
W EP k WEEP HOLE ELEVATION
l�a(llrl >m. rffat 11.1l.1®Q
'
o`�'
a d
�� �
laa ♦ r20u R M' HO
IR II pyY. lw Eal A
ERR (1O1 E trot
�'a �R .1 aR[i frQ
I.P r.ac arm M YR
Y lal G RY
Pg CT N.
EwA A a.tl)
/IR fR[ rta f7Fr
UFSCNm BY
L11[�
-Lf A FlFY ♦f!
CC
RnA..I .r
•
111ER® EY
Rttm
1N•f aD ns
_
./•/ M u rraa Pm stm
• o v nm
>¢Ra RE'. Dorm
oah
S/�a
DECEIVED DRAIN WEEP k WEEP HOLE PLACEMENT PLAN
fat
AS NOTM
MELT NR
nw as star ra CID ass
fa aw soot note tsar
.was .a"""".•
S3
R a
DCM WILMINGTON, NC

� ro MIYiFt(a SIIYCMIL)�-\
_ _ _ t YYO •• Inv �.
r s 2m ata J
L MOR Q EIIL
N LQf
�r irm rou
a1Ml 9E£� MY
eAE s ./ I•rtA •uE
r ero•l .L1FAUh
•ILL f1.1 E O[ aea
MLL, � •Rr MX >1EFr
NVMT LEY 11Yf1 ♦%1� �—
• LARMI oar ALoai m lE2 •vu roue
modr LI tr: mllEa ./ a•w w.mY E ,3 iEs
FYar IpY fXIOR P W t 06M5 IIIEle6
NND OF]OI GPIOR 13 V
___ _ --- •al am LQII% Ewa ••En • ort m u rl uxclx
_ •!llLplt Ea In 1E11 L ELL•D
Yh•uR MOY6 b• E
ae1R AA E7DI EPAaIr
va rALf •m t %l
�tt iAtlr P 20
• r- •• on sAaxc
Y�r oArzm Lwl E
mlml .ro lm e
1Ti'. N.na L m .a
aYi thF1 Ii10 SMiM fa a . Mla
•D •WLElaL
sa lomL wL mac con n.E secs a Eow
ILL 1[• AM]rII )H•Il 9516T
Y•WE rEF EELEIOrt L
6 EYm lf! n•A
r11E111 ro.o
xLELLI AMaIeR oEaa LOAo iai AxouLs • a as
9PA0% IaR eEL•v daze a ,po z000 189
,aye
AMaE
v 2
allf
llmza
P
Axaz
>P • ¢Yt'
uTh'
P
n rl
1 2r.2
1 2r.2
•P • liw
as R
27.9
27A
Aq •R
>lv • slv
n n
261
al
> 16'
Ip1ILS
ANEIaI
S 44VLKHEAD SECTION - DR-D ANCHOR OPTION
�i' 1 �
xum Lxlaa L.w As •I a nla irEc xn EE•ut ETr E•1
•Ruxa ql ma 1Olm 961L% a01 AS a14 Rife i.Yi PIAD1BIt 6 iELI.O
{Id eEY.a N 6 xlll A •[ mE Da valE ./ %LIPS
1.
8x8 HSS TUBE WALER SPLICE DETAIL
m
.Wti
Bx8 HSS TUBE WALER k ANCHOR DETAIL
xrs
rrl virtssEaa
>aW l N
EY¢ =axli
r EM •nG of
2 .
IFaR➢, aC Sm la•p
8x8 TIMBER WALE DETAIL
»n
MR
Id• xyLLT.�-
r.alLlrE�alt�� . N L Om2
r 1�1 •Y[ � f
BxB TIMBER WALE SPLICE DETAIL
W
OI
HEUCA ANCHORS
iz
1. rnna Lnav aau E of A a ow¢ a raorm EauE
W
a a
auu z
w S
2 � con ELa maa mw LWl E r xa:.lm x IALlt a na •Kl. uo•Ls
M2fAl1FD ro r LLIIuh CVA•R 6 I I.Fa K caul Eta hlo[ laW Ia . fAtla E 5•IFR - 10
�Wy
�i
�
} Mnn E9a Llo•1 a ouExa 6 ra lom¢ ELL xtU11ID AYEu WT Yxrt rN slut Llt•I
na ro IaAWc rr xoloq M calL.nml flxt AAOE K ooml IIlX ILL K EESMY E>aL
V
X l
f
YpY•11111 A ExrlMh nUI MOYO fu E IaA11ID A K LLIINh LVEItt RE4D. r MWEa
xhlaq WL o lAi IYxD m K Ia1nE[t
}.
.... 2
L
A E90iWI P OIALLAN EEaYfxl.
a EIDPWI v IaEF •wmEu ELm
�
�
T. &
c %mLo®1atAUAaa ronEL m. K •ax Eml 1Lr AIER •w s •alo.IL har Eorot •n%c
mi•utn EIEa M 1oM1AN aq•: HL1 msuuuN ro tlllf➢Inl r M u1Wh con
W
wratt.
IWI O MEnai N LEO% E•oOIII
l 11aiL 6 ] /aN •ILL E E 16MEE Q® LL'Aa 1910o@I .11aoe A E oa la •mno6
4
a K canon LWl oiw • L•lID. oiae®ol m¢ r LL lirwl ax K im®In r E•me
``y
lmsal ra lvu laa.•¢ v a s ve2m xsaua aa.en slu E x ®•ro moY r
EIILF • •s WMIE Y A LIE •LIR
�
t 116 K OLIi.Cxrt xaarrrt A EI•a[ K mEsa v umEoiv u•aa (aix L¢icn, aR 2I810a
'�
n Era evc slrr mswuml Lon K BaiLl v xrt aI oe wl K Lew rm n �c
mrAo• A x seunoEa L•re
U
i. an xsrxua ILL 3 fal E 4T 11 K aEACIE n UCl 1xfA LCEI KI IHa06 rlxE E MxEi
A K [XaFFe •1 K F1D 6 fA61 Nr ar a •la NCla6 r[ xslLlf6 EmN •%l xma
J
Z
EELODIR R11 Y01N1aB
a %lrx rom auu E NILIID W M 1••ir IaLf YAIa r aw x K NE-m•1•L:a LCLa
~
ELa LYIIIN re LfxeuD % M fpml Q ihx S
•. M .AO.Y xt1M1A1xL mYE 9wl At xl Y LT® Kma[ rr E K Milrll NOY Lail.
LLJ
O
In M 1x1La Mpa •swum. LULL E 1[rUlro xaEa •op K •1•W xIIAIUN loltlE ri
J
�T
1L••r arinr lucd EEwimrn wh •oIx asx SY>o211.
J
Q i5
=w
1•E.Y m•u EpIF1FMt 146 ql m LIBi➢ At K a••r ESEi ER M MSIA11a 91L1
X•tf M NlOaIG amE
j
'
w o cI
z
A 6 aIAYED. Ntl41 MKa IaL MPOUI 0.Ix RIE1Lal ah1rL WE K L4aE0 IOWIE ERL
l I•iLYE M Effir Mpn r OtILL r MOp f W.YIm r1•N 1LE Nxlm a6 •il•F2 xnn
�
< m
91ALL E •6IIlm •1 IFA41 N[ EFf iTr M hlYulp lral 6 M DaL LpR
=
U
LJJ
aoL ur E M .Nola .l•M xsvu2e wr xAt m EAvm w.•1 ro t•lerne M
12 IwY �I EE•fifxi, K MSLWa f WL alE K iW➢%IC a➢UE
Z
Y
aM K Ys.arvn 6 M Eaafm
Q
� >~
A mrxh M xtulua •1 K I➢LM atrED
l 1•IIeYf K LRr MOIr rD Mi1NL r IIOIA •M LwIP reAA fL1FA 1l116a K E6a Aqq
In
m
fWl E MSIKIID AL IFri a.FF i61 Err K R•IUlal 1E115M 6 K WEUI rogl
Lj
Eml A a>Eorwm• w• A•llaw E••ElfllII
J
x
Of
m
A
ELEVATION PROFILE OF WALL
.• cv uir �
__
BLY p a P na eur2
mart un, M -
.i
W rn nmlr oKL nr i�p�yR
/ ELSO rpn EYar 011fll 2D•- 1- N • IOELI anvil)
• kl 1
PRD.ECT Ma„
DE90Nm eY
• • • • wp fA•IC SLML
GG
E 1•lifl ioo a
M.OIo fWL
MAIM LV
• • • • •
WEI eY
aOlsa%OII ... ..• • •
— •Tr I-r�-I � • • •E�i2lE[�a v�i laa
DAIF
s/201Y
WME
No,�
EIVED
e�E:
�ON
ALTERNATE MSE BLOCK WALL DETAIL
S4
m
v i
nEE I 97-KU
[)CM WILMINGTON, NC