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LOGIT I ON MAP (D
\ \
%4b
SCALE: NTS 4J
I
\ \ VACANT .1..
\ \\ LOT FADE <E""r :_
PROJECT LOCATION & SCOPE .SITE PLAN & ZONING DATA
Aft
PROP. 4'-0" HIGH FENCING W/ ` EL.=36.-72' Q
WELL SELF-CLOSING AND/OR �\
LOOKED SATES; APPROX. ,®� GENERAL NOTES
I 513 LINEAR FEET �� r� \�o -0 STRUCTURAL DESIGN CHART
I s \ rep o PROPOSED LAYOUTS, SECTION & DETAIL
ire\ \ \ /8i3s
Ole
Q 1 8'(Px3' DEEP \ \\ or
m POOL HOUSE
DRYWELL / \ \
I PROP.
D.W.
PROPOSED 4' x4'
? I OUTDOOR DEEP POOL
w I SHOWER DRYWELL \
Q I I PROP.POOL 7,/ F R C J E�T DATA :
1 EQUIPMENT T
PROPOSED \
O FIREPIT 4
I � STONE BENCH � I
SEATING \ PROJECT / ZONING DATA
61.51— 40.0' - --- -- - - - -
/ TAX MAP # 1000-22-05-12
O I ZONING DISTRICT R-40 CONFORMING
PROPOSED •
O
I ( tNCcROUND ry
POOL I LOT AREA O.ci ACRES
LOT COVERAGE
PROPOSED �9'S' DESCRIPTION (FOOTPRINT) AREA % LOT
PROP, STONE COVERAGE N
I COVERED Q I �
PATIO FILED PATIO Z
w/ POOL w TOTAL LOT AREA 40,133.0 S.F. w
HOUSE UNDER I
SEPARATE Q PROPOSED DWELLING W/
ATTACHED 2 GAR GARAGE 3,078.6 S.F. �,�y v
I APP' PROPOSED 4 ( _
II COVERED PORCH
—� PROPOSED COVERED PORCHES ® ( �u
/PROPS I ��j DWELLING 800.11 S.F. I 2.0% �
Q --
\�D•W i I PROPOSED POOL HOUSE 345.0 S.F. 0.1f30
PROPOSED INGROUND SWIMMING Q
I POOL
&00.0 S.F. 2.0%
PROPOSED COVERED PATIO 355.0 S.F. 0.cI%
I L------------------ I I PROJECT:
PROPOSED FIREPIT 4 SEATING 1i5,6 S.F. 3.230
PROPOSED RESIDENCE
FILED UNDER SEPARATE TOTAL AREA OF ALL STRUCTURES 5,4"18.1 S.F. 13.630 BLETSAS
I D APPLICATION I I "MAXIMUM LOT COVERAGE ALLOWED - 20% I N G R O U N D P
CROP, 00 L
--------------------
PROPOSED PATIO < 8" FROM
;8' x4'/
GRADE I,61 b.8 S.F. 4.0%
--
I — I
ACCESSORY STRUCTURE REQUIREMENTS
I I 905 WILLOW DRIVE
I PROPOSED I SOUTHOLD CODE 250-IQ l; EAST MARION, N.Y. 11939
- - --- ---
SEPTIC I INGRDUND SWIMMING PROPOSED COMPLIES
11
SYSTEM i POOL DRAWING TITLE:
I I
I i ( MINIMUM SIDE YARD 15.0' 61.5' YES PROJECT LOCATION & SCOPE
I 0 I r SITE PLAN & ZONING DATA
MINIMUM REAR YARD 15.0 46.4 YES
/PROPS I /PROPS I I MAX. SQUARE FOOTAGE 1200 S.F. 800.0 S.F. YES
I&'-Px4'1 18'0x4'1 I
I PROPOSED —
I ASPHALT I PAGE:
I DRIVEWAY 1 �w
Iv I/ G-00lm00
I Ia y
I IF
� Iv I
-� I w iu
°o I� DATE: 04/03/23 1 OF 2
PROP. 1000 I
N I GAL. BURIED N `�
N PROPANE TANK TEST I� z
HOLE I a SITE LAYOUT NOTES: „r
IIL I. THIS IS AN ARCHITECT'S SITE PLAN 8 IS
314.1f11' I EL-34'2' t I SUBJECT TO VERIFICATION BY A LICENSED �6C
\ ' SURVEYOR. THE INFORMATION o� >� M.
REPRESENTED ON THIS SITE PLAN IS TO THE
ARCHITECT'S BEST OF KNOWLEDGE.
EL.=35.44' 5610:20'00"E
2. SURVEY INFORMATION WAS OBTAINED
FROM A SURVEY DATED AUGUST OI, 2022
ANL 7, uu 1DD
L3
D PREPARED BY:
I I I,�I \ / 50AL ICE LAND SURVEYING �/1^ 374
O,
Y`4 I J� l� O Y`4 I� I Y ELIEG. JASON D LEADINGHAM 4$ � N
N.Y. STATE LAND SURVEYOR ......•°'
I T� ���� BOX LIG. #050736
TELEPHONE: (631) 1151-2400
SCALE: 1" = 15'-0"
CLIMATIC $ OEOORAPHIC DESIGN CRITERIA
O
25 d.
GROUND SNOW LOAD LBS
a
BASIC WIND SPEED 130 MPH
W
EXPOSURE CATEGORY B \ w (6
J m
SEISMIC DESIGN CATEGORY B V _
C Lr)
WEATHERING SEVERE
O p
FR05T LINE DEPTH 3'-O" I-I I-I
O
A-101
TERMITE MODERATE TO HEAVY L z 0
O O N p
ca
ICE BARRIER REQUIRED YES •
X :3 N
p �SUNSHELF� O a--+ I
O p
I ate--' NO m 4-j L)
ry N \ co
COMPACTED A-101 c Q
NOTES 4 Si�EG I F I GAT I ONS FOUNDATION, CONCRETE. AND MASONRY EARTH WITHIN Q d Q
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRICTION DOCUMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT CONCRETE
T06ET14ER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SIDE WALLS
SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE
IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. n ,
GENERAL 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED 501L �JJ
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N.
APPLICABLE BUILDING DEPARTMENT.
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. `. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS P. GONG. STEPS
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5• WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N.
3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 0AND AUTHORITIES HAVING JURISDICTION. n1 •
UNTIL I TIER OF FRAMING IS IN PLACE. W
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY VJ
'T. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS.
OF THE OWNER/BUILDER '' W
•
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED
SOLID WITH CONCRETE.
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING
WITH THE WORK. 4. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003.
b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 'i�0 'OSD POOL STfi�UGTUi� U
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.S.I., U.O.N.
'I. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS SCALE: I/4" = I'-O"
BEFORE THE START OF FRAMING II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH
6 MIL. POLYETHYLENE VAPOR BARRIER UNDER
5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 8-5'
12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. �6'-O" '-2"
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES -
10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, (1) WALL TIE PER (3) 50. FT.
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 1'-O" STONE COPING
14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND.
PERMISSION FROM THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE.
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS A-101 I A-101
RESPONSIBLE FOR DESIGN INTENT ONLY.
16. NO CONCRETE OR MASONRY WORK IS TD BE PERFORMED IN TEMPERATURES I I
OF 40*F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO
13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES.
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL ARCHITECT/ ENGINEER.
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK
BROOM GLEAN. 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND Q
WHERE EVER APPLICABLE. w I Q
POSED z
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL O I INGROUND POOL w
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A - Q
p (1) RISER (3) ISE 800 S.F. w CENTER LINE
AND ORDINANCES. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROPOSED DN. DN. Q ( p
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK POOL N
I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. HOUSE I O
THE 5013-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER
COMPLETION OF PROJECT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED th I POOL TO
AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6, I
DEEP d 3'-O" BELOW GRADE. HAVE VINYL I I PROPOSED
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, FINISH
ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND SUNSHELF\
AGAINST ALL CLAIMS, DAMAGE5, L055E5 AND EXPENSES, INCLUDING
ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF SWIMMING POOL d HOT TUB
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) 1. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN CONFORMANCE
15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO WITH ANSIAPSP/IGC 5 (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL I 3 25v
INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK INGROUND SWIMMING POOL5, 2011)
ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN 2. PERMANENTLY INSTALLED SPAS AND HOT TUBS SHALL BE DESIGNED AND
WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THECONSTRUCTED IN CONFORMANCE WITH ANSIAPSP/ICG 6 (AMERICAN NATIONAL I _L
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPAS, 2013)
EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 3. AN OUTDOOR SWIMMING POOL SHALL $E SURROUNDED BY A TEMPORARY
BE LIABLE REGARDLESS WHETHER OR NOT IT IS CAUSED IN PART BY A BARRIER (MINIMUM 48" IN HEIGHT) DURININSTALLATION OR CONSTRUCTION I _ _ - -
PARTY INDEMNIFIED HEREUNDER. G BENCH
THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE \
18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED.
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING NAILING, PLACING 4. SWIMMING POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT PROPOSED z
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR BARRIER COMPLYING WITH SECTIONS R326.4.2.I THROUGH R326.4.2.6 OF THE BENCH SEATING UJI
To BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 2020 NYS RESIDENTIAL CODE.
APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 5. BARRIERS, BARRIER GATES, LATCHES, ALARMS AND MECHANICAL FUNCTIONS
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN SHALL COMPLY WITH SECTIONS R326.4.2.1 THROUGH R326.7.3 OF THE 2020 NYS O
U
RESIDENTIAL CODE. POOL NOTES:
AUTHORIZATION OF THE ARCHITECT/ENGINEER. w
1. POOL TO BE HEATED
ix
I4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SITE WORK 2. POOL TO HAVE SALT GENERATOR
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 3. PROVIDE AUTOMATIC COVER
PERTAINING ARE TO BE FIELD VERIFIED. -
2. VERIFY ALL C71VEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, \_PROFO5EDSTONE PATIO w
20. CONTRACTOR TO REMOVE 3 RELOCATE AS REQUIRED ALL EXISTING WORK RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. _
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.
3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. p
21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PROJECT:
SPECIFICATIONS, UNLESS NOTED OTHERWISE. SITE. STOCKPILE ALL EXCAVATED MATERIALS.
22. PROVIDE FIREBLOGKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
ROOTS, ROOKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE COVERED PROPOSED
B L ETSAS
23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE.
UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS PATIO ; i N G R 0 U N D POOL
COPYRIGHT PROTECTION ACT OF 1490 (AWGPA), WHICH HAS SEVERE PENALTIES. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING.
PLAN NOTE:
ALL EXTERIOR DOORS AT EXISTING
DWELLING WITHIN BOUNDARIES OF
PERIMETER FENCING TO HAVE ALARMS 905 WILLOW DRIVE
-------� -- _--- - - - EAST MARION, N.Y. 11939
STONE GOPIN
PROPOSED COVERED PORCH DRAWING TITLE:
10" POURED GONG. WALL;
/ \/\Ox
O" 4" PROVIDE (2) #4 HORZ. REBAR AT
/ / / / /
PROPOSED LAYOUTS
\i\\i\\i\\i\\i\\ TOP AND BOTTOM OF WALL;W/ PROPOSED I NO ROUND POOL LAYOUT
PROPOSED SECTION
#4 VERT. REBAR 34" O.G.
\ \ I' - PROPOSED CONST. DETAIL
/\\/\\/\\/ alis SCALE: 1/4„ P-0"
SEE SECTION
\\\\\\\\\\\\\\\\ I 4 PLANS
DEPTHS FOR
j \UNDISTURBED/j 11 TOP OF POOL HALL_\ SUNSHELF 40'-0"
EARTH / AA _:10 :1000\j\\j\\j\\j II a ELEV. O.O . -------
_ TOP OF POOL WALL
. ,a, VINYL LINER GRADE N GRADE" -- ELEV. O.O'
/ a •II OMPAGTEDNNDISTURBED \\/\\/\\/ \/\\/\\/\�/\\/�/ /' //\//\ / 3/23
\\ \\ \\ \\ \\ \\ \\ n EARTH /\/\/ �� DATE: 04 0 2 OF 2
\/\/\/\/ a J1 / / / /
\/\\/\\/\. \/\/\\�\\�\/ /\\/\\ \\ \\ \\ \\ \\ \\ \ 2'13S SLOPE;339
\\ \\ \\ \\ \\ \\ \\ T�6.O° \/\/\/\/\ MAX. ALLOWED \/\/
SHALLOW POOL FLOOR // // //'�/ / /'�/ / // // // // // // // / // // // /
\ \ �\ X/\\ \\ \\ \\ \\ \ f \\ \\ \\
\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ELEV. -3.0
// // //
�D A
COMPACTED/UNDISTURBED EARTH \//\ \ \ \ \ \ \ \ \ \ \ \ \//\//\// \// \//\//\ . */x,\ �� Irl.
\\/\\/\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\ \/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/ /\\ \ \\/\\/\\/ C�� '�
\\/\\/\\/\/ \ \ \//\\/\\/\ \\/\\/\/\ POOL DEEP END FLOOR
\ \ \ \ \ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ----------_-_-_
\//\//\//\//\//\//\//\//://\// i EARTH .//\//\//\ //\//\//\//\//\//\//\� //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ / . /; / � / //\%/� ELEV. -8.0 ; l `�. ` r<
\\\\\\\\/\\/\\/\\/\\/\\/��\\/\\/\\/\\/\\/\\/\\/ \/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ / \\/\�
\//\//\//\//\//\//\//\/�\//\//\//\//\//\//\// \//\//\//\//\//\//\//\� /
037 O
4TF O F N�C�-1
PROPOSED DETAIL I/A-1 O 1 FROPOSED SEGTI ON I -I/A-1 O 1
SCALE: 3/4" = 1'-0"
SCALE: I/4" = I'-O"