HomeMy WebLinkAbout43246-Z REVISION:
SITE DATA 111070
TAKAPOSHA ROAD (PRIVATE) SCTM # 1000-87-06
Takap-07
PROPERTY: 370 Takaposha Rd
Southold, NY
_EXIST. UNDER6ROUND PUBLIC WATrR L I NE OWNER: Jonathan Zang 'yL
— — — — — —I— — — — — 41 Philips St., #2
A� EDGE OF EXISTING ROAD Boston, MA 02114
SITE: 12,918 SQ. FT. = 0.296 AC.
AREA
�Iz ZONING: AC
GRAVEL EXISTING UTILITY POLE
DRIVEWAY AI-� �6'-7" SITEALLOWABLE: 20% 12918 X .20 - 2,583 SF
20 FT WIDE Z V- ( )
FINISHED GRADE KIN EXISTING: 1550 SF (TO BE REMOVED)
zll RETAINING WALL A5 UNDERGROUND UTILITY LINES PROPOSED: 2493 SF OR 19.57% �s
REQUIRED FOR SANITARY (ELECTRIC, TELE, GAN) FROM FLOOD: AE (EL:10') Q
5Y5TEM, CONGEALED BY FILL 1 UTILTY POLE TO RESIDENCE
PROPERTY I LINE 5 63 2'f' 40"E 1 100.00' ' ZONE }-
GRAVEL DRAIN — —
,.;°;� _ SURVEYOR: PECONIC SURVEYORS, P.C.
P.O. BOX 909
I ° H FRAME PqITH ELECTRIC, METER 1230 TRAVELER ST. Ll.l
`r NEW SANITARY SYSTEM - {- Z
I z SOUTHOLD, NY 11971
REINF. GONG. RETAINING NI = I I- 1200 GAL SEPTIC TANK Hoe O v
v _ ( D (6) 5' DIA. X 2'H L.P. APRIL 16 2003
WALL w/ #4 @ 12 f-IORIZ. � I s � I �
ul
8 #4 ® 12" VERT.— ;•' I O — — I = m L- CDlu
-�
LIQUID APPLIED 1( LP 11 LP 1 LP 1 /� _ \ I r W
WATERPROOFING I \�• P ST 1 N = z
co
TREATED TIMBER 4 VINYL LP } < m
GRADE VARIES SHEATHED RETAINING WALL J LP V LP / �- LOC111161TIOINO MAP. ul
-- -- EXISTING =ry \� �/\ 28'-W/\� \ /IOY2_" JI
---�� ,-----�r z
OUTDOOR SHOWER AT Z - 2 GAR r
GRADE W/FENCE ENCLOSURE _ DETACHED %{ u v Mp.1N
N I GARACGE - =
DECK AT GRADE F.FL. X
gd I ELEV: uu \ ENTRY x"
12" GRAVEL FRENCH DRAIN ON !Y = ` -1.25' , �� �'..
BACK SIDE OF RETAINING WALL,W �� K
W/FILTER FABRIC
REINF. GONG. FOOTING w/4 H
12" oc 4 5#4 CON iF. 1L = STONE PAVERS _ �r4�-Q�� _ O
ON GONG SLAB
STONE PAVERS ON SAND DN " !`ny FOUR BEDROOM;
~ m D G �> OUTDOOR SHOWER W/WOOD
z '< F.FL. ELEV: 10.5' ' DECK AT GRADE, ENCLOSED
W
�\x
� PILING FOUNDATION, ;� O
BY FENCE. SHOWER DRAINS
- INTO DRYWELL
O in I b It ata xmymj_ ,, UNDERGROUND DRAINAGE y SETBACK
It ht
X PIPE FROM GUTTERS AND , x KEY MAP
�� tt v ti,"
LEADERS TO DRYWELLS TYP SHOWING
8 HOOK WOOD SEATING STEPS ` % SEE FOUNDATION PLAN �� > '` I AGCE55 TO PROPERTY
18'-4" ? u v y y ,� TREATED TIMBER VINYL
y m\/1
%" SHEATHED RETAINING WALL N.T.S.
}; ;� ,.. x
4'-O"
1 RETAINING WALL DETAIL 2 I UNDERGROUND DRAINAGE U
1 = -,�pN / PIPE FROM GUTTERS AND 4 °� Z •
O I 101-111 LEADERS TO DRYWELL5 TYP .� M CD
(N.T. Revised x/12 � OCD
( b¢DR X 1-O baIt ht f°a x ¢� _ cn Q . °? v
12 GRAVEL FRENCH DRAIN ON
BACK 51DE OF RETAINING \ U .� S • Q M M
WALL, w/FILTER FABRIC I6'-I" IS -5" IS'-6" 18'-9" / 0 0 m
(� ON BACK SIDE OF RETAINING / ONlG $P`Y W J N Uj Z w LL
p I I -7 I WALL, w/F I LTER FABRI G L.1'R�-B pG W .c=j Z
4 I I Maui
Q
aMU)
O Y w N W . N S(DC,
EXISTING WALKWAY P��.�GT SITE = M
min
Li OKI Al Pq A(12"' E C 2% L Cm;` U L A T I A gun k IM S x 0O ON TOP OF BULKHEAD Q E
CO ,
U c�
ROOF AREA OF RESIDENCE AND GARAGE EXISTING TIMBER BULKHEAD w zl I EXISTING STAIRS TO BEACH N
AREA X RAINFALL X RUNOFF FACTOR AND STAIRS TO BEACH p
3000 SF,. X (2/12 FT.) X 1.0 = 499.9 CU. FT. z
USE: (3) 8' DIAMETER x 4' HIGH POOLS DN DN
�f 8' X 4' STORM DRAIN RING = 506.7 CU. FT. or N��
( ' ) I-- _ .� BY MARK McDONALD
' TEST SOLE �� �n
EXISTING WALKWAY I �,�� GEOSCIENCE ,,.. s
PROVIDED REQUIRED m x -�` ,
�_� N SOUTHOLD ,��, ' �G_ r
ON TOP OF BULKHEAD 111 /� ✓ �" I NEW YORK 11971 ��"
506.7 CU. FT. > 499.9 CU. FT. IL �� � . .% �" U
TEST HOLE DATA 1016/03 mal tF fr
<is)
WOOD j
TRACKS 20 ft WID NON- F BUFFER :�
1.0 FT. DARK BROWN LOAM '�cP;�c. �0c;,
` PROJECT NO:
2.6 FT. BROWN SILT
�.� �, >\ ; 0315
m
Vx/ \� \ 3.5 FT WATER IN BROWN SILT DRAWN BY:
NS
N. 63 12' 00" W TIE LINE ,41.ON6 WOOD BULKHEAD
100.00'
WATER IN BROWN FINE TO CHECKED BY:
BUILDING WALL FF EL 10.5 FT COARSE SAND NS
GRADE LINE ELEVATION 7.75 FT. 10' 13 FT. A ..�.
__1-6RADE LINE ELEVATION ±115 FT. SLOPE 5% 8/21/19
1' MIN. 2' MAX. LITTLE PECONIC BAYONCE: I
GRADE EL: '1.25 FT. 111 = 101-011
1/4"/FT. TOP OF POOL 6.4 FT. - GONG RETAINING WALL EXISTING BULKHEAD •
I/8"/FT.
LEA GH I NC7 N W WATERPROOFING
IE. +6.'75'
TANK IF_. +6.15' PLA
POOL
+ EXIST. GRADE 4.7' SITE
I T EG P L A N
z BOT OF POOL 4.4 FT.
I E. +6.65'- IE. +6.01' Ir
_ n GROUND WATER
5' 8' ELEV 2.4 FT
SCALP : I " = 10 '
Jar4 1 T 201
SEPTIC PROFILE RESIDENCE
AS-BUILT
hw
E 2x4®16" TR. WD. OPEN FRAME W �n./"o:: NEW LAYOUT
ALL E REVISIONS L O
TO SUPPORT DECKING. ARRANGE 1"/14: ENCLOSED STAIR
x�. our000Rorce
11 OPENING TO FACILITATE ACCESS
TO SWIM SPA EQUIPMENT
G
PITCH -
SCUPPER _ x SCUPPER -
11
V.
I
a. —
NIN
y " PITCH
2
-fool RIFY N --
a _
ON
PARAPET WALL w/2x6®I6" FRAMING, PLYWD. aL (3)2x10 TR. WD. GIRDER
BOTH 51DE5, SHINGLES ON EXTERIOR 8 ----
SWIM SPA ABO ON Q I ——— ——— J --------- __
RUBBER WATERPROOF MEMBRANE ON C
INTERIOR SURFACE WA RPROOF MEMBRAVE ON ——— ——— n' - X
3 WOOD STAIR ON TR. WD. 5TRINGERS
/4 T K. PLYWD. EGK I r PRE FABRICATED SWIM SPA FLUSH W/WOOD __.._--_ LOCATED OVER WATERPROOF
2x4®I " FLAT G I I ——— ——_ DECKING, W/L.OGKABLE INSULATED COVER. _______-__ li MEMBRANE ON STRUCTURE BELOW.
INSTALL ON WATERPROOF MEMBRANE ON ANCHOR SECURELY W/o PENETRATING
RUBBER MEMBRANE ROOFING ON CANTED No ( I I STRUCTURE BELOW. SEE SPECS. MEMBRANE OR COMPROMISING
INSULATION, PITCHED TO SCUPPERS. I ® ( I- ———— —— Y =N ---
PROVIDE CONTINUOUS MEMBRANE ON I I WATER BARRIER
HORIZONTAL d VERTICAL SURFACES TO N x — — — —— (3)2x4 POST TO HDR. BELOW W
CREATE COMPLETE WATERPROOFED SPACE �I r I --- -------i E WOOD 8 5.5. GABLE HANDRAIL ON
BELOW DECKING AND SWIM SPA, DRAINED m _ ____ __ __
BY SCUPPERS I I LEVEL CORNICE TO PROVIDE
M SPA
® ----- GUARD RAIL FOR STAIR.
. .
(3)2x8 TR. WD. GIRDER -- -
F ---- -- rFIn
—I —
-- - - ----
LPITCH I - -----_--__--____ (2) 32"x32" OPERABLE HATCHES IN
4x4 TR. WD. POST CONNECTED SECURELY DECKING FOR AGGESS TO
tu TO STRUCTURE BELOW 4 FLASHED w/L.G.G. MAINTENANCE AREA BELOW. VERIFY
N I I FLASHING BOOTS. PROVIDE WOOD GAP _ LOCATION OF HATCHES TO
- FACILITATE ACCESS TO EQUIPMENT
(3)2 8 TR. GIRDER I I WOOD HANDRAIL PER DETAIL. PROVIDE
DIAGONAL Wf�LL BRACES TIED INTO
PARAPET WALLS AT LEVEL OF DECK 5.5. TENSIONED WIRE GABLE SYSTEM PER
FRAMING. PROVIDE (2)2x4 TR. WD. FRAMING UP SPECS., TO MEET CODE FOR GUARD — --- O
RAILINGS -� - -... -------PITCH
a (V PITCH
5/4x4" WOOD DECKING PER SPEG'S ON
PITC ' RAISED AREA OF STAIRS BELOW, 2x8®ib" TR. WD. FRAMING BELOW.
SCUPPER I W/RUBBER MEMBRANE ROOFING, ___ --_ — i WATER DRAINS THRU DECKING TO
CONTINUOUS W/MEMBRANE ON WALL 8 - MEMBRANE ROOFING BELOW d/
p OVER PARAPET -- _-- _-_ --___---
SOUP ER
ROOF/SPA FLOOR PLAN SPA DECK-
SCALE: 3/8" = 1' -0" SHEAR WALL REINFORCING ON I SCALE: 3/8" = 1' -0"
CORNER, INCLUDING HOLD-DOWN
5OLT5 $ ENHANCED NAILING. IO 20'-10"
SEE DETAIL
2xb FRAME WALL W/5/a" PLYWD.
SHEATHING, BLDG. PAPER 4
SHINGLE FINISH. PROVIDE GYP.
BD. INTERIOR REINF. GONG. APRON 4x4vv4" 5TL. POST. PROVIDE
BEAM SEAT CONNECTION
r EACH END OF BEAM Z
°
LVL HDR. (3)II?/e" LVL HDR. N Q
\.7 I n � F IDE -1 FT HIGH I I FT WIDE 'i FT HIGH I J ❑ b
GARAGE nv�Q} an ��a.RAOE�OnR 10— l °
11 I I _j
~ Q 2 LL
// �/ /,/ �� I L5)�'�FLUSH LVLABOVE — — —I I I W• M LT
\\ I I IL Q N 0
UNDERGROUND DRAT AGE PIPE \ : „ I I I I I ,� I LL1• N U
FROM GUTTERS AND "ADERS I LVL 012 JOISTS ABOVq �{Y LVL ®12 JOISTS ABOVE y o Q U
TO DRYWELL5 TYP • I I \LOW FRAMING ABOVE I I LOW FRAMING ABOVE
I . I ��\�j �j % .' :•r ( I I �\ I I I r—�- - - - -r— _ N cn cn•
EX15TING GONG. FO DATION WALL
\� I -- - - -� —
i I ° TO REMAIN \%\\/\ I —
/ \�j 100 GAL. PROPANE TANK I \ I I I I rt F
\ i I QL----- - --- --I J P�� o �o,.
CO
\/ y .:•. I I (3)gV2" FLUSH LVL AE
a. ICONCRETE SLAB ABOVE ( b" TRICK GONG. SLAB REINi�RGE W/ 6x6,
FILL OMPAGTED TO A DENSITYrF
10/I W.W.M. ON 2" THK RIGID INSU ATION ON I
oI ( u- -1 OPEN UNDER _
F I FILL�GOMPAGTED TO A DEN51�'Y F QST. d) I r STAIRS ABOVE
11 I 11 I \ I x I I-- - - - _
Q PROJECT NO.: 0315
OUTDOOR SHOWER HEAD I \
I DRAWN BY:
II I I I � I UT
WOOD FRAMED FENCE I 1— I I CARRY WALL FULL HEIGHT, AND RETURN
/ I ENGLOBING OUTDOOR r \ = TO MAIN STRUCTURE w/GORNICE. PROVIDE CHECKED BY:
'•'� � I', ��� T -- ---- -- - - � I P � MOLDIN WA RTIGH O
10" I I SHOWER I I \ I ( TOP GA G, TE T, T N S
I I \ I I MATCH
•'• I I 0 I \ I m WOOD EXTERIOR STAIRS OVER MEMBRANE DATE: MAY 28 2010
— — Ix6 TR. WD. DECKING AT ,
I ON PLYWD DECKING. SEE SECTION
/ GRADE ON 2xb®I6" TR. WD. ( I (3)cV2" FLUSH LVL ABOVE y I (3)QY2" FLUSH LVL ABOVE SCALE:
• I JOISTS - - - - — _ — (4)2x6 POST
\^'\' 10 DI PILING w/ 15 TON BEARING , I — 3/8" = 1'-0"
' Ty
� �� .:J.•n: :•r,. '.�:.�, •�: I I SHEET TITLE:
• \''^ ,% ,� �� A F OUTDOOR 5HOWER HEAD I
i \\,%�\' / 10" TH REINFORCED GONG. r•',�;;; •e'^{ — _u — —
/ TION WALL ON GRADE
BEAM TO M,ATGH EXISTING. I I I I +� DOOR w/RADIUS OUT OUT TOP, OPEN
DOWE INTO EXISTING WALL w/#5 : ': I' _
SPACE ABOVE. FABRICATE OF Ixb
F,' D �' � `N V—GROOVE CEDAR w/BATTEN5 ON INSIDE.
O.G. I I L: •'•I I .�
��•I I I FLOOR
� L � - PROVIDE SELF-CLOSING � SELF-LATCHING
moo,, ' HARDWARE WOUTSIDE LATCH @ 4 FT.
I j -/ / %\/ ' :•:,I ( - 8 FT WIDE -1' FT HIG cV
ry I I ABOVE FINISH GRADE
PLANS
/ /^ CHOP DOWN PORTION OF OVERHEAD GARAGED OR
EXI5TING FOUNDATION TO
`b ' • : .' ,.;.. .+. 'r .`1e. . 1 BELOW FINISH GRADE
4.
'• 1�/J STONE PAVING ON CONCRETE SLAB,
SUPPORTED ON CHOPPED DOWN
LVL HDR. GONG. FOUNDATION, FLUSH
„ w/SURROUNDING STONE TERRACE SHEET NO:
- PROVIDE FOUR 4" EXTERIOR '7 O 4-O
FOUNDATION LDOWNSPOUTS FROM SCUPPERS GARAGE PLA
ABOVE TO SUBSURFACE 4x xY4" TL. OST WOOD STAIRS w/f-IANDRAIL
4'—O" DRAINAGE PIPE TO DRYWELLS
- SCALE: 3/8" = 1' -o" SCALE: 3/8" = 1' -0"
HOSE BIB E ON
E 11
11
CONSTRUCTION SET
i
REVISIONS
IA4115: NEW LAYOUT
E G F we/14: ENCLOSED STAIR
x�, ovrnoaa�+oraa
11 11 11
RAILING w/TREATED WD. POSTS GLAD IN
COMPOSITE MATERIAL ;N/WOOD GAPS, $
TENSIONED STAINLESS STEEL GABLE
HORIZONTAL BALLU5TER5. SEE SPECS
m O
-
5'2" COMPOSITE GROWN MOLDING ON IxIO ON W
Ixl2 BUILT-UP CORNICE OVER WOOD SHINGLES, = Z
PULL PERIMETER
I
SP,4 BEYOND Si�A� BEYOND
3y2" COMPOSITE GROWN MOLDING ON Ix8
BUILT-UP CORNICE OVER WOOD SHINGLES
18" CEDAR PERFECTIONS w/ 5" =/- EXF05URE U— j
ON 30# BLDG. FELT ON 5/8" PLYWOOD it
SHEATHING ON 2x6 WOOD FRAME w/ R-Iq m
i
I El [111 11E] El 1111 1[]]
INSULATION. (TYP)
' II li
I I
FENCE ENCLOSING OUTDOOR SHOWER.
PROVIDE 4x4 TR. WD. POSTS ANCHORED
TO BULKHEAD, w/Ix6 TRG CEDAR SIDING J
PROPANE TANK
ON 2x4®16" TR. WD. STUDS.
1
R\\
I �� j Z
ERHEDOO S ERHE 1; O
FT N I D FT H I 5 FT WIDE FT H 1 G FLARE SHINGLES AT LOWER EDGE OF
1 1 1 1 / k i � I I � I I � � < D
SHINGLE PERIMETER. SEE WALL SECTION
GARA6E SLAB +615 — — — — — — — — — — GARAGE SLAB +6."75 ,_ co
ft 0 jam& 1"oft 0 0 V All 0""10 rA 0
IMUKTH LLE Al Im. WEST ELEvAT � Ulm
SCALE: 3/8" = l' -O" SCALE: 3/8" l' -O"
E F G
11 11 11 06 z•
Q• '� r
M C
° u
J �• Y �
o °
W —�• w z 3 >
~ Q Z u
W w• v ,,, c
Lo 0
C W• N 2 r
RAILING w/TREATED WD. POSTS GLAD IN Q v
COMPOSITE MATERIAL w/WOOD GAPS, 4
TENSIONED STAINLESS STEEL GABLE
m HORIZONTAL 5ALLUSTER5. SEE SPECS N N
3y2" COMPOSITE GROWN MOLDING ON Ix8
—— —— — — —— —— — — —— BUILT-UP CORNICE OVER WOOD SHINGLES
CARRY CORNICE OVER TOP OF OPENING AT
TOP OF STAIRS, w/ BUILT-UP COMPOSITE TRIM JpF'"
z
3Y2" GOMP051TE GROWN MOLDING ON IxIC Qy0
WING WALL TO —I ON Ixl2 BUILT-UP CORNICE OVER WOOD vRl'.5 C.
ENGL TAIR 5HINGLE5, FULL PERIMETER
FLASHED SCUPPER DRAINING ROOF DECK
-- BEYOND. PROVIDE ALUMINUM GUTTER BOX
DOOR w/RADIUS GUT OUT TOP, OPEN SPACE AND 4 DOWNSPOUTS TO SUBSURFACE
ABOVE. FABRICATE OF Ixb V-GROOVE CEDAR DRAINAGE
WBATTENS ON INSIDE. PROVIDE SELF-CLOSING
:t ! 8 SELF-LATCHING HARDWARE, WOUT5IDE -j PROJECT NO.:
LATCH ® 4 FT. ABOVE FINISH GRADE J 0315
itm
I El EllWOOD TREADS d RISERS IN TREATED WD. DRAWN BY: UT
_ STRINGER STAIR, INSTALLED ABOVE
WATERPROOF STRUCTURE BELOW 18" CEDAR PERFECTIONS w/ 5" _/- CHECKED BY:
J EXPOSURE ON 30# BLDG. FELT ON 5/8" NS
I .
7APLYWOOD SHEATHING ON 2x6 WOOD DATE:
_T1 . "TIL\
v A —j TW24310 FRAME w/ R-Iq INSULATION. (TYP)
TOP OF TERRACE +10.1' MAY 28, 2010
SCALE:
3/8"I I �
ERRE DO S I — -0"
SHEET TITLE: 1'
FT IND= I FT 141
GARA&E5L.AE3 il+615 - - - - -) - - - - - - - - - - - - - — BUILDING
ELEVATIONS
STONE STAIRS ON GONG. FOUNDATION STONE STAIRS ON GONG. FOUNDATION
SHEET NO:
I H ELEVAFAm"Im 10" Immm- E AST ELEVATIOIN'
SCALE: 3/8" = l' -O" SCALE: 3/8" = l' -O"