SW8960214_Approved Plans_19960508

0.0
00000.0 00000.0 00000.0 LEGEND DRIVE (pusL
/c)
-4-
SPUD - - SPUD
314, 314, O EXIS TING
CURB STOP MALLEABLE
"SlYPSS 44w" CURB STOP o
S, S. M, H.
to
IJ TOPt7ZrCF) 3 5>QR >QQ INV.
re:111
Q,
314 3" (TYPICAL!
BRA j
Cal QZ1
MALLEABLE7'jr 12"
BRASS NIPPL 7-0 4 - I Q1
OR /I
112 BRASS BRASS NIP 01 E BRASS PL US
MALLEABLE NIPPLE
BRASS TEE Qk Qzi I
3,14'x •'*F'.v "F" 'F" 4' (ryplm)
(TYPICAL) (TYPICAL)
CURS 57VP SIZZ' 7-
INSrALLEVINA VALVESOX
2"
--,5 75*37*41" W - --207
SERVICE LINE --------
SOFT COPPER
METERED SERVICES I SIZE "F"[I.D.) (SDR 9 C 7'5) 3 0 DRA INA GE EA SEMf -N T
0 T 5 1 SEC TION 2A i J`
DOMINION FLACE
J-/O 1112" MAP BOOK 35 PAGE 80
ift
2- CORPORATION COCK
l
6
WA TER MAIN UNI TS 40'-+
FIN FL.
EL E V 13 7.55ti
c. 0.
po w
IN
V.
LLJ
C.O. V r-
- /--
IN V 33.1 ss
LOT 50 SECTION?A
0OA41AIlON PLACE CE :A
E TER DETAIL
GANG M MAPBOOK 35 PAGE .90 r
(NOT TO SCALE EX/STING
S. S. M. H,
35.C,$ 78- TOP
/IVV 32 w IN V.
-w r v.
6
8 �xe
0 c A
L 0 T 49 SECTION 2A Ts a v
UME
FLUME hy I 4.61 0.58 7.23 1./0 DOMINION PLACE
MAP HOOK 35 FAGE 80 tit TC 35.4 -
0
FLUME AV 2 3.29 0.50 7.23 0.91 INV. 3 4.9
C. 0.
INV 326
Q
<
d'
d�
.0
D.I. A/
D.I. AV 2
D.I.. A 3
30--F.F.S.
TOP
34.80
34.80
35.00
35,20
IN V.
32.10
3196
31.00
29,96
29.86
LOT 48 SECTION 2A
DOMINION PLACE /Q� 'w
MAP 500K 35 PAGE 80 N/co Y 33
DUMPS TER
36.4 PAD 41,
Lp
hvV 3-12
LOT 47 SECTION 2A
DOMINION PLACE
MAP HOOK 35 PAGE 80
•
­T3
LOT 31 SECTION 25 LOT 32 SECTION 28 LOT 45 SECTION 2A LOT 46 SECTION 2A
1 34.8
DOMINION PLACE /
DOMINION PLACE DOMINION DOMINION PLACE 36.3
MAP HOOK 35 PAGE 79 MAP BOOK 35 PAGE 79 MAP BOOK 35 PAGE 60 lef,4F HOOK 35 RAGE 80 �t
1 32.6 rot OUTLET STRUCTURE I
/ ___ _----t--------_�t`�,_
C. 0.
INV 34.0
co
) PROPOSED CVL VERTItN
-------- 18"FE.S. (8Y 0THERS)
/NV.
INV. 30.0.t
F33 ----------
r1r)
M32
7302876"-W--- 548Z
7 -3
77
. . ....... .......... Ijw s
-7
32 168 rY2 -
1%INW,�0.3 -
I /j tia
34 26 4 INA GCfA,�E
C)
5 TORM WA TER DE EN TIO/VN/Its
35
t
POND 2
1 176,4; 4.5--
-7
5
-7 `4 UNITS/
j
f( 6 UNITS UIVITS
MAXIMUMPOOL 324 v 1 .1 1
I FIN. VFL FIN. FL.
EL F V. 37.55 FIN. FL. .55
PERMA NEN T POOL 30.5► EL E X. 3 7.55 E V. 37
r111 -, .3 /- 10/ 1\
Co G� 0.
C. 0. C. 0.
80 T TOM INV- 32.9 7
24.0 INV 34. 15 0 / I 1>1 C. 0. INV 10.15
INV 33.55 C. •0. 1 1
L .. 0 SE INV. 32.61 INV 6 SE ss
01 S, It ss SE ss ss- z 0. rayl
ss
wv
s
POND # 2•// ,
JF ss
PERM POOL 6202 SOFT. REQUIRED INV. 34.15 a
6260 50.FT PROVIDED Zj
36.4 36.3
24 OR. C.P.
VOL UMN CUFT REOUIRE0 r53 775 1-# 3
11543 CUFT PROVIDED
I I Lc) 2"0 P. VC. WATER' 4 P. WATER /6-4/ /1/7
BLOW -OFF DUMPS TeR-
MAXIMUM POOL 7903 50.F7 JI I w w PAD fTj
Q: ts�
D.I. 2
N\ f-v
C. 0. p
J, w
I SID ss msssssssr s -ss% W It
12 1 1 6// 11 WA IQ iz�
17W
/I Jr L 30 w
INV 16 401#i� s s 5- 0- SE ss- s e ss -w
C. 0. c- C. O. D.IP. C. O. C. O. v,
-�47'ORE� INV 33. 83 INV. 33.34 UNI T.511,
IN V 6 UNITS INV 32.866 1,00 y 54.30
I I \ \ fltl
FIN., FL. FIN FL. I
ELEV. 37,55 N�Z
EL E V. 3 7.55 .0
D./. T
. -. . I !'Z�-
H &iZN
134.F
PIPE
0
c
A
)PIPE
SIZE
SLOPE
D.I. 0 1 - D-f # 2
4.09
0.55
7.23
403
18"
0.15%
D.I. 9 2 - D.I. 4e 3
10.77
0.55
7.23
2.71
18"
0,50%
D.I. # 3 - D.I. # 4
1793
0.55
7.23
4.09
24
0.40%
D.I. # 4 - POND
20.95
0.155
7.23 -�
4.85
30"
0.26
fit
(M-1i. 0 A -,5J
37.4 1 1
Jr 0, S S M
41 1 0
3
36. INV 30. 01
k TcF
fit
r1-1,1 I I i I I I INV; 2965
ool f1 sse- I I
J/ --
41 56
C.O. -ss mIrARY,!!,
NNW *, 4 INE
INV 31.16 'A41
73 *28'16 E .47?.2,0' 6 JIAII .5 t, 30. 623 6.1
u IN . w/co
L INV. 30dic
EZ 55
36.8
36.9 36.9
TOP 36.5 oj,, 35.9
cl, j
OFen 1
EL E V. 32.13 Q)
30 36.2 /V 9 021'42 W
EL E V. IN V. N 7,�)� 160.20' t /Z 09'
GE 7A TED 30.50 EL E V, 36.4 36.1
E'L F 4 P. V. C 30.45
>"L ORE
W/ /-I- - ORIFICE
Alk
#UrLEr SrRUCrURE # 2
DE rA IL
INLET
PIPE--n
O
3' VEGE TA - TE, C
SHELF
AROUND ENTIRE
PERIMETER
OF POOL
6, 1 j, I
PERM POOL
'00' 0.5'MAX.
(VEGA TA TEO
FILTER
FOREBA Y J
VEGA TA TED
SHELF
FOREBA Y 8 VEGE TA TED SHEL F
DETAIL
NOT TO SCALE
TOP 35 -t
NOTES.,
1. ZONE z I'D
2. 7'0 TA L AREA = 7.63 ACRES
3. UNITS SHOWN = 62
BEDROOMS = 62 x 2 = 124 BEDROOMS
4. PARKING SHOWN = 138 SPACES
21'
ELEV. 33.53*.:.-
EL E V. 32.50
ELEV. 33.53
VEGETATED
SHEZ. F
ELEV. 28.50 6.1 / SLOPE 4-0 P.
W1 -:1 - ORIFICE
4
DETEN TIOW-`)AID
DE TA A`-
5 TORY WA TER DE TEN TION
POND #
MAXIMUM POOL 33.53
PERMANENT POOL 32.50
BOTTOM 28.50
PERM. POOL 3485 5O.FT. REOUIRED
3486 50.FT. PROVIDED
VOL UMN 3972 CU. FT REQUIRED
3986 CU.FT. PROVIDED
MAXIMUM POOL 4254 SO.FT
,3-.1
OU TL E T S TRUC TURF Xe
DE TA IL
E C E V E
APR 16 1996
D E M
PROJ # sw q(002P�
FREL IMINA R Y 10L A N
OF

NEW
CONC. _
SLOPE �. _ SLErVE WIRE FENCE AND
r
NOTE . ��� 4.:® F/L TER FABRIC -- POST f4 RE(J DI
o, aD•1
THE FIRST C.O. 'S ON ...... .. ..
SANITARY SEWER LINE'.
.VALVE BOXES SHOULD
.A"S "Ba.FROMEX/S;:
AS SfIOwAI : NOT REST ON MAIM
OR V
� b ALYE S.S.1t9.H, # Q•»J WILL
A= ' GRAVEL. ---is.,-• -FINISH GRADE
u HAVECONCRETE COLLAR. :p •:
> lam• • �rl, nr�'� rear � —
.�
� � � ��� - � �` � REI69Ait41e�£R C. C7, `S WILL ct�Nc. -,� , � . �,,
z. �� >x�� . ry ry, E , , SUBGRADE
g ,P _ ="ln l� I BE OF iYPIOAL TYPE,. SL EVE ,� . , ��
ze
6" GATE aoxVALVE ' a s t(i h , `� i T�n_
/ '
VACKF"_ lU- THREADED / \
Nitz
c STORM DRAIN
! ? +! I h COUPLING W/ ,, ., : m CATCH BASIN -
» •:: O
r o
�® at ^ ae
O y�i
t aTONE �$ a, CA UNPAVED AREA PAV£D AREA FRAME. GRATE 8 HOOD
6'D.d wATEI? !T GF�4ilNJ WATERORC; SEE : '• MIN
�. �` ®� PLAN FOR DJA.
.'
, 2" D/A. PIPING o.
11.C, STD, N, 840.038
N
M
-r 90' BEND _
r — • 4 CONC Max r / T"I-°- _
�'BLOCKING REDUCER TO 2" GATE VALVE 2 Q
d .�
'pa° 2" DIA. SL OP£ AS 1--1/2 " T YPE I- 2 �f L IL
s"Da BEND
fhb
I' STANDARD (NOT TO SCALE) w
_
$.. 8" ly
L2-0 69'EEPH� HOLE (NOT TO SCALE) RECJU/R£D r ASPHALT
o WATER VALVE BOX
p ' •'� � / !/2"PER FT.
® EYE BotTs p /-� •�r� , WITH COVER MARKED ? ® o
8L 0W-- OFF DETAIL S" A8C � �e� CO � 4
LANDSCAPE 8ED CASTING AND FILL
(Nor TO SCALE) (NOT TO. SCAL E) TIMBER
AS SHOWN
Ia YDRA M r DE T/�^� IL ! WITH CRUSHED STONE
®a ®8 RISER .
PIPE -
g• GLASS A" COJVCR£7£ `;::•m'
2'
L�
(NOT: TO SCAL £1
ECA TCH BASIN DE TAIL
4 " SWEEP
S�C'°F `\\ //�� /I�� I SLOP WYE
(NOT TO SCALE)
' (NOT TO SCALE)
IL
� � GL.UDHD PLAN VIEW
tt CAP
•r
(NOT TO SCALE/ O _ � -- •.
TO TO
r
CLEAN TDETAIL
a
1-ii2 " TYPE _ \
/--2 ASPHALT
/4"PER FT.
4
1
6 ABC . " lf2" PER FTs
WA TER
'LE ATIO
MAIN AS MANUFAC TURCO B FOSRO, INC.. S SKYLINE DRIVE`
7/B NL-W PORK N Y. 1180,3 OR EQUAL TO BE USED IN 1EPRES '
WHE E S TORM CATER COLLECTS OVER MANHOLES O £ O,4 AS
DIRECTED BY'COUNTY EINEER 5= O .°
S�11U, SEWER j
7 3116 RIP -RAP_ —
(NOT TO SCAL E1, I � �-"�------ •�
r MA,MHOL
•
(NOT TO SCAL E,
a.
7rYPl I,
-.. -_ ("NOT TO SCALE} _s- _ • •; <i,'°�z �_' �•'
0 X 7 rT
r
GL E �, SIGH
D -
L
SIGHT TRIANGLE
T Tf�fq � `
SIG. ®® .� � ®`��L£
�4
C TIO A $
Li3
sa a4 to ix
(NOT TO SCALE)
�.-e- EXISTING PAVEMENT I
• �.
r m
• � I
woo
NO JOINTS FOR PIPE VARIES
„ -1 WILL BE ALLOWED a:' :� SHAPE /0' MAX,
24 ® STEEL OR WOOD POST
(NOT TO S�ALE)
IN WALL SECTION a .; INVERT 2' STEEL POST
® 9 7/8 „ BY ENGINEER
y ;; ' >._• � � 3' YY00D POST
/R F /C
(NOT TO SCAL E)
:' •e B"�XT�'MDED LIP £ ABR '
TYPICAL ET IL
a i FILTER FABRIC
T YPICA L VALLEY CURBB-B
�:� �INTERMEL7/ATE '
v JNFL DENT WIRES
PIPE
or CAST IN RU88ER BOOT WITH ? 1�
-
STAINLESS STEEL CLAMPS
FINAL cZj 3 3/8.
ANCHOR F/L TER
`BACKF/LL BACKFILL a� 4
SKIRT .45
P R` N
(NOT SCALE)
/N/RAL
PLAN' E E G/NEER
.• _,3 `�-
r = (NOT TO SCALE)
.._,-A
E �S 2
L<
:
BACKF/L !!
O.D.0 _ 1
ASS 1 O
' -' - - • •= MIN CLASS
\ 2STABLE ...._,•_ ...: .:.,.., ,;,• ;6_M/ ,
t"MAX. ,
N ADJUST:
F011N AT i
, D IOY � + CRtJSPJED ST(JNE Fi?UND v .
CRUSHED STONE FOUND.
v
I � NOT TO SGAI.£I
STOIC MAT RIA �� DEPTHASAPPR ( F L OVED .. , ., DfPTif AS APPROVED E _ a
O.U. 6. ..
6 „
i - O.D BY ENGINEER - MJ/4C 4 = * � ,, .. 9Y EJ4/GIN£ER - NJM. 4 SANITARY \
I2 M/N
e5 a4r
I2 ,, MIN.
:.: 5 DJA::ILfJIY.
' .t
/ STANDARD MIN. R9/N. STABLE
r
CURB EXIST. P. V. ; +
# 4 D%P. FOUNDAT/ON i.� L "'
® PAVEMENT
.i SECT/ON , MATERIAL NF T
TONE I L L/EN ,PIPE r0 BE
./• WASHED S ��'DDIN� ,.
W � d
AWW -'_
A C 9O0 OR CLASS
_ —
a
50,
Q
—GRA-VIrY SEWER PIPE 51 D. P.,
CO
:. o .. .. , ..
STAINLESS .ST
® ; . _ �, O F , EL'L STRAP
-. - - . t -
W/TtI STAlNL ESS STEEL w
INO F TO SCAL Ei
z
ANCHORS
NOT TO SCALE °
!
IO T 1J4 a
.SECTION T I I C' ?' ?`
PIPE TO BE SAME
PLAN! j BE'N
DE /i 0 t ?'S OfA. OF SZ E AS INCOMING
i�'il S££ SIT£ PLAN , STANDARD M,H. RING.!COVER
LARGER PIPE a :.. LII$iE- MIM WEIGHTS_ L
FRAME 208
STAODAR
CURB - Y ! ,..
COVER
%E` 120
SECTION
6 -------
TRANSITION 4 S TRANSITION
�-- 12 - MAX.
_-�r�
CLEAN OUT 22. 500 P. S.I. CONCRETE ADJUST
URB DU
SE .SEE DETAIL
_ vat; �• ;
SEA 'I
EXISTING ASPHALT PAVEMENT
A :.<CAPE PIPE 8 FITTINGS IN LATERAL L
�- `�� ,RECAST MANa�IOL E F
, rMBE? TO BE AS DIRECTED d�Y/CAST STEPTS ..,
Pf�®FILE' i{
(RIOT TO SCALEI
S. SEE 8JD SCHEDULE P( ANSS SPECS. , AT 12" 0 C $
NOTE - IHE CONSTRUCTION OF DROP MANHOLE AND
LOCATE CUR® CUTS AT ALL INTERSECTIONS
SLOPE AT 1.5 '�0 45 °BEND
ECCENTRIC ARE /DENT/CAL EXCEPT WHERE
M. H. STEPS
(NOT TO SCALE)
GL UED •- _ NOTED. %"-O" O_C. a` •�. � e
CURB 0DETAIL CA P
45°
�.
_
5' •
-
8 " 0 P. V. C A
SDR 2!
8 " EXTENDED BA SE RE'O V. ; FORM LOW
FOR DEPTHS OF 8'
i (NOT TO SCALE/ HA NEL
EX/ST. ®— — — — — — — — — — — — — — — — — — — OR MORE' 6.. :;• -
C
WATER ---=--. —.— ---- — — -- —
C
:.
SEWER VI TMIXTURE
LINE.
LF *P
/2 "' 0 STEEL CASING
(O. /88 " WA L THICKNESS)
r
PROPOSED SEEDING A41XTURE (MIXTURE AND RATE OF APPLICATION FURNISHED. �'y
NO TO SCALE) MIARKED: BY N•C.D:O.T- FOR YEAR ROUND USE IN NEW HANOVER COUI11TY1 RATES OF
t
SANI TAR Y SEWER APPLICATION ARE IN POUNDS PER ACRE.
WA TER L CK L S TORM DRAIN SEC %%ON
AS REOUIRED
ECCENTRIC MANHOLE
TOP OF COVER 7g# KY OR TALL FESCUE
(NOT TO SCALE)
50# PENSACOLA BAHA/ GRASS
L MANHOLE FRAMES TO BE AMERICAN MADE.
- NO LASER 80i42 INVERT MANHOLES PERMITTED.
25>4t LESPEDEZA OR K08E J. CONTRACTOR SHALL CLEAN 5?`STEM AND RUN WATER IN THE LINES
<, MM€AIATELY PRIOR TD FINAL INSPEC770tV.
4,-/NSTALL SEiR/ER GUARDS bYHERENEk'DED. SUBJECT 7ODfSCRE7
500# FERTILIZEfT r
OF THE ENGINEER.
S.
M.H.MH J S O S BOTTOM OF COVER .. 0!N 2 R w OF ✓OINT MA rER/At AT L'ACH JOfNT: ,
M /. _
4OOOa LIME
G #! STEPS A NDUSTRIES MODEL PS I PF OR APPROVED EOVAL.
7,' RUBBER M.N. SOOTS .SHALL H V S
!2
,. A E TAlNLESS STEEL ®ANDS:
t8 EX7L'NDED BASE MANH 1 E R U R
(NOT TO .SCALEI
FINISHED GRADE
O Eid f ED A7' B 0R GREATER i3E'PTHS.: r
2000# STRAW MULCH 9rr PREFABRICATED MANHOLFMUST BEAPPR AP
PROVED O ED BY N. C.D.O. �: s
r
` ®TION SECTION NOT£.•
TRA
RIA*G s COVER crralTACT U
1
4 s DgNUDED AREAS TO BE SEED DWI
I- L H IlJ tli�F,cl�'£.5' ,StfALL HE � D� 7t�I J0 DAYS, '
i CHINED SO AS TO
/RA NON -WOVEN FABRIC PERFOR ! UREls a4III
RSA C T EN REA G
}
200 tA//TH / LAP AL UN/N/UM E
MANHOLE O L!C EON
OF ���f r�N�I�J�: REV15E11. �'# IL l/• I9EJ&
SIMILAR TO S. RD
MANHOLE
2.' -I '14 " NI 1 MUD 'f-1f�.ti7`.s
-I " 14 " RING : 19O LSS.N 'ER "O"NT"
� t 1 .3 fi
` --'EW, HANOV' y
NO. 57 STONE .-23 COVER : 1�0 L BS.
I
a
NEW OR EXIST y INORTH CAROLINA
CULVERT
METER EOfrAL TO �' �
WATER AND SEWER DISTRICT
2° g
BERMUDA !
: GRASS,
NEW o sr.Ls
3r'b' >%
a
b
SEWER - I K4Rl£SUI?EN PL
•
t 5. lr7i\�
Td TO l _
i 5
(NOT TO SCALE)® O c'' - f/2 D s
L oPE .. '
T IV
2 - 9 //4 D
TC)WNH
I 'I TRENCH_
3000 PSI CONC. •.� - t»: DEWY BROS. Na. MH - RCR -200
K
(NOT TO SCAL£)
SECTION 'A A
FOOTING :. d : ;, :`:�,` n .. �? TED
@y� D SU S�tT eeqg
L
.
SWALE DETAIL
(NOT- T SCALEI (NOT TO SCALE)„ DRAW FILE No.
i. SH + ERW/N D. CRIBB
?® �L I J. WARD AnIDREs P. E
Iv. C. RE j G _ a
_ _ . LAND SURVEYOR N® DATE F
N. C. REG, No. 137/ . L / 099 APPROVED � Et OV E fi]
,< I T F 'E" L E�
1/44 SHIP, _
WJ ' D RL VD.
L MJNG TI�/�? N. C.
W /LJ�1/NGT ON, N C,
'. i

146'- 3"
13'- 5 1 /2" 25._ 4" 21'- 8"1 25.- 4.. 21._ 8.. 1 25'- 4'`
13'- 5 1/2"
_ ,_.. ,.,,. �o • �'- S 3/8" 20'- 5 1 /8" 2'- 5 3/8" _ 10._ 9" 2'- 8 1 /2..
S-y 1/2 !o-a
22'- 9"
24'- 3"
141'- 8"
& UNIT FOUNPATION PLAN
Scale 1 /S"= 1 °-011
11'- 8 1 /2" 24'- 3" 22'_ 9" 24;- 3" 11'- 8 1 /2"
'94'- 8..
22'- 9"
24'- 3"
t 11'- 8 1/2"
NORTH CHASE FOUNDATION SCHEDULE
O4"X CONT. X 8"D W/ (1) #5 R.B. CONT.
1'-4"X CONT. X 9"D YV/ (1) #5 R.S. CONT.
O1'-4"X CONT. X 1'-6"D YV/ (2) #5 R.B. CONT.
2'-O"X CONT. X 1 '-6"D Y41(2) #5 R.S. CONT.
2'-O"X 2'-0" X V-6"D W/ (2) #5 R.S. EA. WAY
FOUNDATION NOTES:
1. ALL CONCRETE MIN. 5000 PSI AT 28 DAYS.
2. ALL'WOOD FRAMING MEMBERS IN DIRECT
CONTACT W/ GONG. SHALL BE TREATED.
NORTH CHASE
EASTWOOD DEVELOPERS
P.O. Box 5601
Wilmington, N.C. 28403
COTHR AN H A R R IS
A R C H I T E C T U R E
■
Member American Institute of Architects
Chandler's Wharf
225 S. Water St.
Wilmington, NC 28401
910-763-3643
Construction Drawings
October 27, 1995
4 UNIT FOUNDATION PLAN
Scale 1 /Slow 1'-O"
FOUNDATION PLAN
SHEET Sl

0
I
E TYP. ® ENDS
NORTH CHASE
EASTWOOD DEVELOPERS
P.O. Box 5601
Wilmington, N.C. 28403
COTHRAN H ARRIS
A R C H I T E C T U R E
■
Member American Institute of Architects
Chandler's Wharf
225 S. Water St.
Wilmington, NC 28401
910-763-3643
Construction Drawings
October 27, 1995
4 UNIT FLOOR I=LAN
Scale 1 /8"= 1 `-O"
FLOOR PLAN
SHEET Al

III
• FRONT ELEVATION 1 /5"
• RI&HT 51PE ELEVATION 9 1 /6"
o REAR ELEVATION o 1 /5"
12
10
F1 [I
LJI
01
Vim'
Q
Q
* LEFT 51PE ELEVAITON 9 1 /5"
FIBERGLASS SHINGLE ROOF
Y400D FASCIA
VINYL SHUTTERS
BRICK VENEER
VINYL SIDING
12
. . . . . . . . ....
A
R1
12
E
12
10
TRU55 5HAPE5 9 1 /511
NORTH CHASE
EASTWOOD DEVELOPERS
P.O. Box 5601
Wilmington, N.C. 28403
COTHR AN H A R R IS
A R C H I T E C T U R E
■
Member American Institute of Architects
Chandler's Wharf
Fn rT
225 S. Water St.
Wilmington, NC 28401
00 910-763-3643
'Construction Drawings
October 27, 1995
0
ELEVATIONS
SHEET A2

NORTH CHASE DOOR 5CHEDULE
BRAND
STYLE
51ZE
1
slider (3) 2'-8"
8'-0"x 6'- 1 O"
2
french door
3'-0"x 6'- 1 O"
3
steel (flush
3'-0"x 6'- 10
4
int. pr 2'-6"
50"x 6'-a"
5
int. pr. 2'-O"
4'0"x 6'-8"
6
int.
2'8"x 6'-8"
7
int.
2'6"x 6'-a"
8
int.
2'4"x 6'-8"
9
int.
2'0"x 61- 8"
NORTH CHASE WINDOW 5CHEDULE
BRAND UNIT NO. SIZE
A double hung 2•_4"X 3•_2"
13 double hung 2'-4"X 5'-2"
C Pr. 2'-4"X 5'-2" 4'-8"X 5'-2"
Notes:
• All sizes shownare nominal.. Verify with suppliers.
• Verify which units need to be tempered.
• verify sizes before pouring slab. Note slider size and window at 45'.
NORTH CHASE
EASTWOOD DEVELOPERS
N.O. Box 5601
Wilmington, N.C. 28403
COTH R AN H A R R IS
ARCH ITECTU RE
■
Member American Institute of Architects
Chandler's Wharf
225 S. Water St.
Wilmington, NC 28401
910-763-3643
Construction Drawings
October 27, 1995
DETAIL FLOOR PLAN
SHEET A3
A 5 -7 • DETAIL. .
FLOOR PLAN
Scale 1/4 to . 1 '-O"

614
SEE A46 FC
TYP. NOTES
SEE A4
TYP. NC:
426
412
"103
410
401
5OF IT @ BRICK • 1 1/2"
105
5EE A46 FC
TYP. NOTES
24
41
12 (2) LA
5:12 RO(
624LK
53
92
)EE A46F�
'YP. NOTE!
SEE A4 1 FOR
TYP. NOTES
A42 • 6ABLE @ 3:1 2 • 1 1 /2"
A45 • 5OFFIT @ 3:1 2 • 1 1 /2"
'141
'112
6'145H
6421
*15 2
"12 4 fit
615
628
"/5 3
69O
6110
616
30
22
11
210
NORTH CHASE KEY NOTES
501 .
. . . . . . 3000 P51 concrete
309 .
. . . . . . 1 /2" Expansion Joint
3 1 1 .
. . . . . . 6 mil. Vapor Barrier
401 .
. . . . . . . Grout Filled Solid
410 .
. . . . . . . . . Weep Hole
412
1 66A. wall ties @ 1 6"O.c. Vert 41 6" O.G.
Horz.
426 .
. . . . . . . Oversized Brick
512 .
. . . . . . . . Angle/W X L X T
520 .
. . . . . . . . Power Fastener
521 .
. . . 2" 16 Ga. 6alvinized Strap w/
(2) 1 /4" x3" Tap Con. Bolts
522 .
. . Simpson Strong -Tie # PAHD42
® 3 2" O.G. w/ (1 2) 1 bd Nails
550 .
. . . . . 6 X 6/ 1.4 X 1.4 W.W.F.
555 .
. . . . . . . . . . # 5 Rebar
610 .
. . . . . . . . . . . 1 X
611 .
. . . . . . . . . . . 1 X 1
612
1 X 2
614 .
. . . . . . . . . . . 1 X4
6.6 .
. . . . . . . . . . . 1 X 6
615 .
. . . . . . . . . . . 1 X8
61 10 .
. . . . . . . . . . . 1 X 10
6112 .
. . . . . . . . . . . 1 X 12
620 .
. . . . . . . . . . . 2X
622 .
. . . . . . . . . . . 2 X 2
624 .
. . . . . . . . . . . 2 X 4
626 .
. . . . . . . . . . . 2 X 6
628 .
. . . . . . . . . . . 2 X 8
6210 .
. . . . . . . . . . . 2 X 10
6212 .
. . . . . . . . . . . 2X 12
6244 .
. . . . . . . . . . . 4 X 4
63 1 3 .
. . . . . . (3) 2x Studs Ganged
6514 .
. . . . . . (4) 2x Studs Ganged
654
Stud Wail w/ 2 X 4'9 ® 1 6" O.G.
6421 .
. . . . Roof Trusses at 24" O.G.
6428 .
. . . . 2 X 8 Rafters. a 1 6" O.G.
6542 .
. . . . . . . . . . 5/4 X 2
6624LK
. . . . 2 X 4 Lookouts® 1 b" O.G.
6"145H .
. . . . . . 1 /2" Plyw'd. Sheathing
690
(2)Hurricane Anchors ® Ea. Rafter typ.
6 9 2
(2) Simpson Strong -Tie H 7 Straps
Ea. Side of Roof Truss
'100 .
. . . . . . . . Metal Flashing
"102
26 ba. Stainless Steel Flashing
'105
Kynar Coated .03 2"Alum. Flashing
'109 Stainless
Flashing Pan d Sealant Typ. ® Ext.
Doors
-11 2 .
. . . . . . . # 15 Building Felt
1 4 .
. . . . . Tyvek typ. ® Ext. Wails
'12 10 .
. . . . . . Rigid Foam Insulation
'12 1 3B
R- 13 Batt Insui. typ 0 Bedroom/Bath
Wails
'121 3D
R-1 3 Batt insul. @ Vert. Sanitary Drops
-12 1 5 .
. . R- 15 Batt Insui. typ. 0 Ext. Walls
-1 1 9
R- 1 9 Batt Insul. typ. @ Ext. Floor
-1230 .
. . . R-30 Batt Insui. typ. a Attic
'724 .
. . . . . . . . Insulation Baffle
'7 41 .
. . . . . . . Fiberglass Shingles
15 2 .
. . . . . . . . Cont. Drip Edge
1753 .
. . . . . Perforated Vinyl Soffit
'16 1 .
. . . . . Cont. Plastic Ridge Vent
-182 .
. . . . . Backer Rod 4 Sealant
-19 6 .
. . . . . . . . . Vinyl Siding
525 .
. . . . . . . Vinyl Glad Window
524 .
. . . . . . . . . Vinyl Window
552 .
. . . . . . . . Insulated Glass
9048 .
. . . . . . 1 /2" G.W.B. Walls typ.
9058 .
. . . . . 5/5" G.W.B. Ceilings typ.
9O58X .
. . . 5/6" Type X Fire Code G.W.B.
WOOD ABBREVIATION5
WOOD TYPE
O.00C .
. . . . . . . . Cedar
O.00CY
. . . . . . . . . . Cypress
O.00F .
. . . . . . . . . . . . Fir
O.00P .
. . . . . . . . . . 5. Y. Pine
O.00R .
. . . . . . . . . . Redwood
O.00T .
. . . . . . . . . Treated Pine
O.00W .
. . . . . . . . . . White Oak
O.00M .
. . . . . . . . . . Mahogany
O.00RO
. . . . . . . . . . Red Oak
0.005 .
. . . . . . . . . . Spruce
Framing Lumber
is S.Y.P. unless otherwise noted
2X4's are
. . Spruce unless otherwise noted
NORTH CHASE
EASTWOOD DEVELOPERS
P.O. Box 5601
Wilmington, N.C. 28403
COTHRAN H A R R IS
A R C H I T E C T U R E
■
Member American Institute of Architects
Chandler's Wharf
225 S. Water St.
Wilmington, NC 28401
910-763-3643
Construction Drawings
October 27, 1995
WALL SECTIONS
SHEET A4
A41 BRICK FOUNDATION 1 1 /2"
A48 TYP. FOUNPAITON e 1 1 /2"
A4q e TERRAC..E 4 TYP. FOUNDATION o 1 1 /2"