HomeMy WebLinkAbout1000-102.-2-12.5 OFFICE.'
DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY
MORTON BUILDINGS GENERAL SPECIFICATIONS JOB NO.
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS 128-136596
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LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS INCORPORATED AS PART OF THESE DRAWINGS.
NAILED 8"O.C.STAGGERED ON EACH SIDE WITH 4" NAILS.
2.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED
MFS PRE-CAST CONCRETE COLUMN - MORTON BUILDINGS FOUNDATION SYSTEM IS A PRE-ENGINEERED, DIFFERENTLY ON SPECIFIC JOB DRAWINGS OR SUPPLEMENTAL INFORMATION.
10,000 PSI, STEEL REINFORCED COLUMN FOR BELOW GROUND INSTALLATION. DESIGNED TO BE ALLI D Lo
3.) NO ONE MAY ALTER ANY ENGINEERING ITEM UNLESS ACTING UNDER THE C , o
MECHANICALLY FASTENED TO ABOVE GROUND NAIL LAMINATED COLUMNS. THE SYSTEM IS DESIGNED TO DIRECTION OF THE LICENSED / REGISTERED ENGINEER . v v
RESIST BOTH AXIAL AND BENDING FORCES. 0_ N
4.)♦ THE PRECEDING SYMBOL IDENTIFIES ITEMS THROUGHOUT THE PLANS THAT ARE 0
FOOTINGS AND ANCHORAGE- COLUMN HOLES ARE DUG A MINIMUM DEPTH OF 4'-0" BELOW GRADE NOT PROVIDED BY MORTON BUILDINGS, INC. OR MORTON BUILDINGS' ty
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(SEE PLANS FOR DIAMETER AND DEPTH). MFS PRE-CAST CONCRETE COLUMNS ARE PLACED IN THE HOLE. / SUBCONTRACTORS AND ARE THE OWNER'S RESPONSIBILITY.
CONCRETE (MINIMUM COMPRESSIVE STRENGTH 2500 PSI) IS POURED IN PLACE TO THE SPECIFIED THICKNESS 5.) PROPOSED BUILDING LOCATION IS 3'-0" FROM PROPERTY LINE. PER NYS BUILDING O M
(SEE PLANS FOR REQUIRED THICKNESS ABOVE AND BELOW THE COLUMN). THE COLUMN IS THEN BACKFILLED / CODE 2020 TABLE 602, 1 HOUR FIRE RESISTANCE EXTERIOR WALLS REQUIRED. � Ui
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WITH SOIL AND COMPACTED AT 8" INTERVALS OR BACKFILLED WITH CONCRETE (SEE PLANS). DETAILS SHOWN WITHIN THESE PLANS DO NOT PROVIDE FOR A 1 HOUR FIRE 0
/ RESISTANCE RATING PENDING VARIANCE APPROVAL FROM LOCAL JURISDICTION. U CL
TREATED LUMBER -- PRESSURE PRESERVATIVE TREATED LUMBER OTHER THAN LAMINATED COLUMNS ARE NO. 1 fi THEREFORE, THESE PLANS ARE FOR PERMIT PURPOSES ONLY, NOT FOR z
OR BETTER SOUTHERN YELLOW PINE AND CENTER MATCHED OR NOTCHED AND GROOVED OR S4S. CONSTRUCTION. — Z
PRESSURE TREATMENT TO GROUND CONTACT RETENTION WITH PRESERVATIVE TREATMENT COMPLYING WITH /
USE CATEGORY UC4B (AWPA OR ICC-ES) AND IN COMPLIANCE WITH USEPA GUIDELINES AND STANDARDS. Z 1 1 1
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FRAMING LUMBER -SIDING NAILERS ARE 2x4 S4S OR 2x6 SPF NO. 2 OR BETTER SPACED APPROXIMATELY 36" \ R Q Z
O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2x4 S4S NO. 2 OR
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BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. V)
ROOF TRUSSES- FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS REQUIRED \ PROPOSED �3� z = o
AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED UNDER THE 23'x9'-4"x28' Q
AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH CURRENT \ MORTON
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STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. 3'-0" ry
SEE NOTE #5 LL
SIDING & ROOFING PANELS (FLUOROFLEX 1000 TM) -0.019"MIN., G90 GALVANIZED OR AZ55 GALVALUME
STEEL WITH AN ADDITIONAL BAKED-ON 70% PVDF FINISH WITH A NOMINAL 1 MIL. PAINT THICKNESS ON d'" ~ E— �2
EXTERIOR. O I 1 1 —'
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TRIM- DIE-FORMED TRIM OF 0.017"MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL ON GABLES, RIDGES, z Z ix
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CORNERS, BASE WINDOWS, AND DOORS WITH SAME FINISH AS ROOFING OR SIDING PANELS. T �jJ ! , 0
GUTTERS -5"OR 6" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, 70% PVDF FINISH TO MATCH TRIM, ON BOTH 5' 20' O
SIDES OF THE BUILDING. SCALE: X
2x4 F1 F1 MFS 09/20 O
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P L A N A R. Em F"m 0 R P I R M IT Coa"4'k N L Y
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BUILDING DESIGN CRITERIA DRAWNBY.- A H B
USE GROUP U DATE: 10/10/2024
CONSTRUCTION TYPE VB CHECKED BY. JMD
RISK CATEGORY II
DATE. 10/21/2024
CURRENT LUMBER SPECIFICATIONS (06-01-2013) BUILDING AREA 644 SQ. FT. REVISED DATE: ----
MIN. LIVE ROOF LOAD DESIGN 20 PSF
SIZE DESCRIPTION BENDING VALUE Fb ROOF SNOW LOAD * 17 PSF REVISED DATE: ----
2x4 NO.2 SPF 1313 PSI GROUND SNOW LOAD 20 PSF REVISED DATE.' ---
SHEET INDEX 2x4 NO. 1 SYP 1500 PSI WIND SPEED (VULT) 130 MPH kREVISEDDATE: ----
2x4 2100f MSR SPF 2100 PSI
WIND SPEED (NASD) 101 MPH
SHEET # DESCRIPTION 2x6 NO. 2 SPF 1138 PSI orGl OF Gl SPECIFICATIONS &SHEET INDEX 2x6 NO. 1 SYP 1350 PSI
Sl OF S6 COLUMN PLAN 2x6 2100f MSR SPF 2100 PSI
S2 OF S6 TRUSS / BRACING PLAN & DETAILS 2x6 2400 MSR SYP 2400 PSI
S3 OF S6 TRUSS DRAWING & DETAIL 2x8 NO. 1 SYP 1250 PSI *ROOF SNOW LOAD CALCULATIONS
S4 OF S6 ELEVATIONS 2x8 2400 MSR SYP 2400 PSI Pf = 0.7 x Ce x I x Pg x Ct
2x10 NO. 1 SYP 1050 PSI Ce =SNOW EXPOSURE FACTOR = 1.0
S5 OF S6 2x10 2400 MSR SYP 2400 PSI I = IMPORTANCE FACTOR = 1.0
SECTIONS & DETAILS �
S6 OF S6 2x12 NO. 1 SYP 1000 PSI Pg = GROUND SNOW LOAD = 20 PSF
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2xl2 2250f MSR SYP 2250 PSI Ct = THERMAL FACTOR = 1.2
1 1/2"xl6" LAMINATED VENEER LUMBER 2800 PSI Pf = 0.7 x 1.0 x 1.0 x 20 x 1.2= 16.80 PSF FEB 14 2025
Cs = ROOF SLOPE FACTOR = 1.00
3 1/2"x15" GLU-LAM 1650 PSI Ps = Pf x Cs = 16.80 x 1.00 = 16.80 PSF SOUTHOLD TOWN
5 1/4"x16 1/2" GLU-LAM 2400 PSI PLANNING BOARD
5 1/4"x19 1/2" GLU-LAM 2400 PSI SCALE: AS NOTED
SHEET NO: OF:
G1 G1
OFFICE:
CUTCHOGUE, NY
JOB NO.
PL AJ"-' NZ'O'*o ARE FOR PERMIT ONLY 128-136596
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DATE., 10/10/2024
CHECKED B Y.- J M D
DATE: 10/21/2024
FEB 14 2025 REVISED DATE:
SOUTHOLD TOWN REVISED DATE.,
PLANNING BOARD
REVISED DATE: ----
COLUMN PLAN LEGEND REVISED DATE:
❑ - 3-2x6 LAMINATED COLUMN LOCATION
HEADERED TRUSS LOCATION ROUGH OPENING SCHEDULE N
- 3068 PLAIN FLAT LEAF FIBERSTEEL WALKDOOR, OUT SWING, RIGHT
HINGE WITH CLOSER, LOCKSET UNIT SYMBOL WIDTH HEIGHT
A - (3) 21 1"x2'5" PCA3529 VENT PELLA LIFESTYLE DUAL PANE AWNING WINDOWS FROM LEGEND
- 18'-2'-x8'-1"OVERHEAD DOOR 381/4" 81
- 30x30 ATTIC ACCESS PANEL (VERIFY LOCATION) 351/4" 29 1/4"
- SNOW RETAINERS
18"M - 18" DIAMETER FOOTING WITH 4' TO BOTTOM OF 21"THICK CONCRETE
PAD (2500 PSI MINIMUM). 20" BELOW BOTTOM OF PRECAST CONCRETE
COLUMN AROUND EXPOSED REBAR CAGE AND 3/4"xl 4"THREADED ROD
WITH AN ADDITIONAL MINIMUM 1"ABOVE BOTTOM OF PRECAST CONCRETE
COLUMN. PLACE CONCRETE BELOW AND ABOVE BOTTOM OF LOWER COLUMN
IN ONE OPERATION.
2' 8'
SCALE: MR i eSCALE. AS NOTED
1. 4- 16'
SHEET NO: OF.,
si S6
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CUTCHOGUE, NY
L��128-136596
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(5) 4"STRUCTURAL SCREWS PER CONNECTION
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2 MEMBER END COLUMN EXTENSION OR
UPRIGHT ASSEMBLY FASTENED TO END RAFTER
ASSEMBLY AS SHOWN AND TO EACH
INTERSECTING MEMBER NOT SHOWN WITH A z
MINIMUM OF (2) 4"STRUCTURAL SCREWS INTO
EACH END COLUMN EXTENSION OR UPRIGHT.
(2) 4"STRUCTURAL SCREWS IN OVERHANG FRAME DRAWN BY.- AHB
DATE.• 10/10/2024
2x4 BEV. PURLIN DETAIL B CHECKED B Y.- J M D
SCALE: 1 1/2"= V-0" � DATE.- 10/21/2024
FEBr: I
TOE NAIL OVERHANG RAFTER FEB 14 2025 REVISED DATE: ---
TO OVERHANG NAILER WITH SOUTHOLD TOWN REVISED DATE
(1) 16d R.S. NAIL EACH SIDE PLANNING BOARD REVISED DATE
&VISED DATE.
OVERHANG FRAME
2x6 OVERHANG NAILER 23' CUSTO/A S.C.TRUSS
(7) 4"STRUCTURAL SCREWS
3-2x6 CORNER COLUMN
TRUSS/BRACING PLAN LEGEND - V�
- 23' CUSTOM S.C.TRUSS DETAIL A 2' 81
2x6 FLAT TRUSS TIE CENTERED IN BUILDING
- 2x6 DIAGONAL END BRACES SCALE: 1 1/2"= l'-O" SCALE: (SCALE: AS NOTED
(TO EXTEND TO FIRST TRUSS IN FROM ENDWALL) 1- 4' 16'
LSHEET NO: OF:
S2 I S6J
OFFICE:
CUTCHOGUE, NY
JOB NO.
128-136596
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TRUSS SPACING 7-0" O.C. U
LIVE LOAD 17 PSF r N
DEAD LOAD 4 PSF
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CEILING LOAD 2 PSF n
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TOTAL LOAD 23 PSF
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DATE.- 10/10/2024
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DATE.' 10/21/2024
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20 GA. GALVANIZED REVISED DATE: ----
TOP CHORD o, \� PURLIN CONNECTOR
OF TRUSS REVISED DATE. --
� REVISED DATE.' ----
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(1) #9x1" HWH SCREW ON PEAK SIDE AND
(2) #9xl" HWH SCREWS ON EAVE SIDE OF
PURLIN IN HOLES SHOWN (JOINT MUST BE
TIGHT BEFORE FASTENING CLIPS)
2x4 BUTTED PURLIN DETAIL
(PURLIN CONNECTED WITH 60D R.S. NAL)
SCALE: 1 1/2"= 1'-0"
FEB 14 2025
SOUTHOLD TOWN ■��■��
PLANNING BOARD SCALE.- AS NOTED
SHEET NO: OF:
S3 S6
OFFICE:
DESIGN AND EXPLANATORY NOTESr- CUTCHOGUE, NY
JOB NO.
128-136596
Ell_ L 1. FOOTINGS ARE DESIGNED FOR A 2000 PSF SOIL BEARING CAPACITY. LOCAL
PLANa ARic rOR PrERM11' tw"" NLYCONDITIONS MAY REQUIRE MODIFICATIONS.
2. CONCRETE FLOOR NOTES:
NOT FOR %A&awmo& 0 Imms a^0"1 R RUN kowo*1 0 1 N a. 3500 PSI, 5 1/2 BAG MIX CONCRETE.
b. SLOPE GRADE AWAY FROM BUILDING @ 1" PER FOOT FOR A MINIMUM o
DISTANCE OF 10' PLUS OVERHANG WIDTH. c ,
*40
c. A VAPOR RETARDER IS NOT MANDATED PER IBC SECTION 1907 EXCEPTION 3. c6
N %a I lz #5 ON S2 HEE Emm w A**"w UNLESS THE FLOOR WILL BE COVERED BY MOISTURE SENSITIVE FLOORING r a
MATERIALS OR IMPERMEABLE FLOOR COATINGS OR WHERE THE FLOOR WILL
BE IN CONTACT WITH ANY MOISTURE SENSITIVE EQUIPMENT OR PRODUCT. 0_
d. CONTRACTION JOINTS UNIFORMLY SPACED 18' O.C. OR LESS. co
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e. FOR PERIMETER INSULATION USE EXTRUDED POLYSTYRENE OR A O
COMPARABLE PRODUCT HAVING A MINIMUM COMPRESSIVE STRENGTH OF Z
25 PSI. Z
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3. PRIOR TO PLACING THE CONCRETE FOOTINGS, HAND TAMP THE BOTTOM 2"1 OF U IL
LOOSE SOIL TO CONSOLIDATE. IF THE DRILLED HOLE CONTAINS MORE THAN 3" OF z
LOOSE SOIL, REMOVE EXCESS SOIL TO A UNIFORM THICKNESS OF 2"-3", HAND — z
TAMP AND PROCEED WITH CONCRETE FOOTING PLACEMENT.
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4. DO NOT PLACE CONCRETE FOOTING THROUGH MORE THAN 3"OF STANDING z UJ
WATER. IF MORE THAN 3" OF STANDING WATER IS PRESENT IN THE FOOTING HOLE a_ 1 1 1
CONTACT THE STRUCTURAL ENGINEER OF RECORD FOR INSTALLATION Q z
INSTRUCTIONS. u
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FLUOROFLEXTM 1000 HI-RIB STEEL U' o
2x4 PURLINS @ 20"O.C. (NO. 2 SPF) ry U . =
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23' CUSTOM S.C.TRUSS NAILER FASTENING SCHEDULE > U
CONTINUOUS OVER COLUMN CORNER/JAMB O
SPLICED AT COLUMN COLUMNS +�
9" (R-30)BLANKET INSULATION (4) 16d R.S. NAILS X
2 1 2"x5 1 2"M. BOLTS & (3) 16d R.S. NAILS (2 EA.SIDE OF SPLICE) (2) 16d R.S. NAILS TRUSS IN COLUMN 7 m
( ) / / O 4 MIL BLACK VAPOR RETARDER SADDLE Z O
(4) 4" STRUCTURAL SCREWS ACOUSTICAL HI-RIB STEEL NOTES: LAMINATED COLUMN d
16" DEEP UNFACED FIBERGLASS 1.SEE SECTIONS FOR NAILER SIZE/GRADE AND NO.OF ROWS REQUIRED
2x4 TOP BLOCK &T#1 1 v,�
INSULATION UTILIZED AS FIRE BLOCK 0
6" (R-19) BLANKET INSULATION W/ Z
4 MIL VAPOR RETARDER TRUSS SADDLE ISOMETRIC 0 W
2x4 STRIPPING
INTERIOR HI-RIB STEEL Q
( 2 ) ROWS 2x4 NAILERS (2100 MSR SPF) N
FLUOROFLEXTM 1000 HI-RIB STEEL 3-2x6 LAMINATED COLUMN 1 1 1
9'-4" 2x2 VERTICAL BLOCKING —J
GRADE TO HEEL AT COLUMN LOCATION
T#167 TRANSITION TRIM z
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2x6 NOTCHED NAILER (NO. 2 SPF)
FLUOROFLEX 1000 HI-RIB STEEL WAINSCOT LOWER COLUMN
7/16" OSB PROTECTIVE LINER PRECAST CONCRETE DRAWN BY.* AHB
T#167 BASE TRIM COLUMN INSTALLATION
(20) 1/4"x 2 1/2" POWER LAG WASHER HEAD DATE. 10/10/2024
YELLOW ZINC SCREWS 3/4"ADJUSTMENT ROD 1. INSTALL PRECAST CONCRETE CHECKED BY.• J M D
2x4 NON-TREATED BASEBOARD WITH BASE PLATE
1 1/2"xl" BLOCK &T#109 BASE TRIM COLUMN W/ADJUSTMENT ROD & DATE. 10/21/2024
6"CONCRETE FLOOR ♦ UNDISTURBED SOIL BASE PLATE IN THE AUGERED
4' WIDE R-10 PERIMETER INSULATION ♦ HOLE. REVISED DATE.' ----
3' BLACK PLASTIC ; .''. REVISED DATE., ----
8" ": 2. PLUMB PRECAST CONCRETE
q: COLUMN IN BOTH DIRECTIONS REVISED DATE.' ---
FINISH GRADE u:~°`: ' •.: ;.;'';'.': ----
FINISH DATE.
3. ADJUST HEIGHT UP OR DOWN
4" MINIMUM COMPACTED GRANULAR BASE ♦ '' '�• WITH ADJUSTMENT HEX ROD
OR IN SITU GRANULAR SOIL
2x6 TREATED BOTTOM PLATE 4. POUR READI-MIX CONCRETE INTO
360M & 370M BRACKETS FASTENED TO MFS THE HOLE AS SPECIFIED.
4'-0" W/(2) HUS-P 6x40/5 SCREW ANCHORS EACH
a'. 1) ROW 2x8 CONCRETE 70M BRACKETS WITH #14A x 1H1/22' MILLEDBOARD TEN TO 60M & LOWER COLUMN 5 ANNULAR SPACE COMPACT. BACKFILL AND
3 R AROUND THE
MFS PRE-CAST CONCRETE COLUMN ISOMETRIC COLUMN TO GRADE WITH SOIL
�. a, a '� 21"THICK CONCRETE PAD(2500 PSI MINIMUM).
AUGERED FROM THE SITE.
20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN
AROUND EXPOSED REBAR CAGE AND 3/4"xl4"
18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" 12 9(1�
ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.
PLACE CONCRETE BELOW AND ABOVE BOTTOM OF FEB 14 2025
LOWER COLUMN IN ONE OPERATION.
SIDEWALL SECTION A PLANLANNINGG NO BOA"TOWN rSCALE_- AS NOTED
,
SCALE: 1/2"= l'-0" SHEET NO: OF.-
S5 S6
OFFICE:
CUTCHOGUE, NY
JOB NO.
1 28-1 36596
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23' CUSTOM S.C.TRUSS 2x6 DIAGONAL BRACING FASTENED
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T#144 &T#146 FASCIA TRIM SOFFIT 23' CUSTOM S.C.TRUSS DRAWN BY: AHB
HI-RIB/SOFFIT CAPDATE: 10/10/2024
2x4 TOP BLOCK &T#11 CHECKED BY: JMD
3-2x6 STUB COLUMN
2x4 BLOCK (RIPPED) DATE: 10/21/2024
FLAT STEEL
2x6 BLOCK (3) 2xl 2 HEADERS (2250 MSR SYP) REVISED DATE: ----
-#124 T#15 REVISED DATE.8" T#129 O.H.D.
REVISED DA TE:
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[w4jawg�m 2x2 BLOCK
'GRADE ALUMASEAL HEADER FASTENING SCHEDULE REVISED DATE.'FINISH T#151
_#154 ------ T#152 HEADER STUB JAMB
2x3 JAMB (BEYOND; T#105 8'-3" MEMBER COLUMN COLUMN
BOTTOM 2' TREATED) GRADE TO BOTTOM EA. 2x12 6 6
4'-0" 3-2x6 JAMB COLUMN (BEYOND) OF 2x6 BLOCK NOTES:
2x6 TRACK BLOCK (BEYOND; 1. NUMBERS ABOVE ARE 4"STRUCTURAL
BOTTOM 2'TREATED) SCREWS REQUIRED PER CONNECTION.
2. PRE-DRILL HEADERS AS REQUIRED
TO PREVENT SPLITTING.
O H D HEADER SECTION C 3. IF NUMBER OF SCREWS REQUIRED FOR
21"THICK CONCRETE PAD(2500 PSI MINIMUM). HEADER TO JAMB COLUMN CONNECTION
20" BELOW BOTTOM OF PRECAST CONCRETE COLUMN SCALE: V' = V-0" IS EXCESSIVE TO CAUSE SPLITTING,
AROUND EXPOSED REBAR CAGE AND 3/4"xl 4" THE EXCESS SCREWS MAY BE INSTALLED
18"0 THREADED ROD WITH AN ADDITIONAL MINIMUM 1" IN HEADER SUPPORT BLOCKING.
ABOVE BOTTOM OF PRECAST CONCRETE COLUMN.
PLACE CONCRETE BELOW AND ABOVE BOTTOM OF
LOWER COLUMN IN ONE OPERATION.
FEB1 4' 2�(
ENDWALL SECTION B _1 4 2025 SCALE. AS NOTED
SCALE: 1/2"= V-0" SOUTHOLD TOWN SHEET NO: OF.,
PLANNING BOARD
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MANNOI£COVER
V $.. 1
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SURVEY OF PROPERTY
SITUATED AT
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
s� CI
F 3r, S.C. TAX No. 1000-102-02-12.5
SCALE i" 20'
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8, 2008
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\\\\\ , D NCVEM6£R 11,2002 1A.0 FIN SPOT ELEVATION
p„ 3 m. Q,ao AUG_
26,2010 FINAL SURVEY
JULY 26.20II JPCATE SURVEY
AREA=20,224 Iq. ft.
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F SEPTIC SYSTEM T1F MEASUREMENTS
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Nathan Taft Corwin itl
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PHONE IRA)---0 Fax(-)727-1727
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FOR INTERNAL USE ONLY 1-2� � VRD'
SITE PLAN USE DETERMINATION FEB 1 4 2925
SOUTHOLD TOWN
PLA14NIN� ONO
Initial Determines
Date: �� a� Date Sent:
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Project Name: .. ._w.. ..._ _� w � �. _ ...._ _ w_ .. ... ._._. ._ _._.� .
Project Address:
Zoning District: 1
Suffolk County Tax Map No.: 1000-1�a- a - �a`
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Request:
documentation as to proposed use or uses should
(Note: Copy of Building Permit Application and supporting
be submitted.)
Initial Determination as to whether use ispermitted: _w
Initial Determination as to whether site plan Is required .. ..a2—
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Signature
ur e of Bu"rd rig Inspector
Planning Department (P.D.) Referral:
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P.D. Date Received. Date of Comment:�� _... J/ ..,....w__ _. . ... ..
Comments: — � A<L
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Signature of Plant' Dept. Staff Reviewer
Final Deteron
Date:
Decision
Signature of Building Inspector
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SITE PLAN USE DETERMINATION (W( 1 4 2075
SOUTHOLD TOWN
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Date "> c Date Sent
Project Narne
Project d r —2-Ll _ .... .� '.w.: �?µ . .Ce _ ..._._.............�..... ..__....__...w_ _.. ..........
Suffolk County 'Tax Map No.: 1000-1 �'1.,.- m � -. Zoning District;
R e u est:
(Cote; Copy of Building Permit Application supporting documentation as to proposed use or uses should
be submitted.)
Initial Determination as to whether use ispermitted:
Initial Determination as to whether site plan is recquireci
Signature of Bu d rig Inspector
Planning Department (P.D.) Referral:
P.D. Date Received: ] M...., Date of Comment: �( ...
Corn rinents:
Signature of Plan Dept. Staff Reviewer
Final Determination
Date: .. /_.__........ /
Decision:
Signature of Building Spector
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FOR INTERNAL USE ONLY �tl •R�1
SITE PLAN USE DETERMINATIONFEB � 4 2025
SOUTHOLD TOWN
d LAMNG BOARD
initial Determination
�� a5 Date Sent:
Date:
Project Name:
Project Address: .
Zoning District; � .... �__�. . . ....—
Suffolk County Tax map 0-1�a-
Request: -, MOLSk.._�
use or uses
�� � documentation as to proposed �... � _..
d supporting do
. should
(Note: Copy of Building Permit Application pP �n
be submitted.)
Initial Determination as to whether use is permitted: w .....ro. ..ww..,..._.._. -��............ .-..�- _.... .__... _�.,�. .. �_ ..".__..._.".... ._. ._
.�.��._........_ �.�..........._�_�w.._......._.w._...�.�__..�_�.�..�..�_.w�.__._...,�....�.... ._.�. . ?�.�.�� .��. .� �:.��� �..����m.....�.`�:��: �.�mm�._� ��°�....�._.._.....��....
Initial Determination as to whether site p._._l.�an is_..r.e.q�uired:
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Signature of BuCd ng Inspector
--------------------------------------------------------------
Planning Department (P.D.) Referral: �_ � ........ .._._....._........ ... _ ...�.......�........ -—..�....w.__ ��._...�...............�.w�..�..� ......._....._._._w.._. _....
P.D. Date Received: _��
Date of Comment:
Comments:
Signature of Planning Dept. Staff Reviewer
Final Determination
Date:
. ..... ..........��
Signature of Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 hlt,L //www s.quth : 1 ��� ':11ly,9 �,'
q Date Received
APPLICATION
For Office Use Only
PERMIT NO _ Building Inspector:__ • ' _._..._....,,w,,,,,
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an 7,
Owner's Authorization form(Page 2)shall be completed.
Date;
OWNER(S)OF PROPERTY:
Name: F A4 SCTM#1000-
Project Address:
Phone#: Email:j '
Mailing Address: -. 1
CONTACT PERSON:
Name: via
Mailing Address: Z� ��� LL
IL
` M
Phone Email:
#. t
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address: ,. � � 49 Z Y74-- 1G Uk 1CI�S 1
Phone#: (��✓' �-Z?jGj_9 Emai1: W t)I t4VI'1 � -1 .�1 ISI
CONTRACTOR INFORMATION:
Name:
Mailing Address: R L
Phone#: - C�� Email
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other 0;—; ,.. $ n L- Y'
Will the lot be re-graded? ❑Yes C o Will excess fill be removed from premises? ❑Yes o
1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes o IF YES, PROVIDE A COPY.
❑ Check Box AfterReading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal law.
Application Submitted By(print name): VjPLLZAA 4L� tAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF 5L)FF6 )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the - �
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of
Notary Publi . `` AM444
'PRO'PERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
CAL" residing at��' � ..°!Brit
clo hereby authorize . to apply on
my behalf to the Town of Southold Building Department for approval as described herein
is Signat Date
Print Owner's Name
2
MAILING ADDRESS:
PLANNING BOARD MEMBERS r4f soP.O.Box 1179
MARTIN H.SIDOR " Southold,NY 1-1971
Chair +, "'
OFFICE LOCATION:
WILLIAM J.CREMERS Town Hail Annex
KENNETH L.EDWARDS 54375 State Route 25
JOSEPH L.TOWNSEND (oor.Main Rd.&Youngs Ave.)
DONALD J.WILCENSKI Southold,NY
Telepho 631766-1938
Fax: 1,765-31.36
March 9, 2010 PLANNING BOARD, OFFICE
TOWN OF SOUTHOLD
Ms. Denise Heyse
206 Lincoln Street
Riverhead, NY 11901
Re: Site Plan Approval: Proposed Site Plan for Owen Construction
Located on the n/e corner of Depot Lane and NYS Route 25, in Cutchogue
SCTM#1000-102-2-12.5 Zoning District: RO
Dear Ms. Heyse:
The following resolutions were adopted by the Southold Town Planning Board at a meeting held on
Monday, March 8, 2010:
WHEREAS, an application for a site-plan was submitted on July 18, 2008, including the site plan
prepared by Charles Thomas, R.A., dated July 115,2008; and
WHEREAS, this site plan is for the conversion of an existing dwelling to professional offices on
a 20,224.28 sq. ft. parcel in the RO Zoning District; and
WHEREAS, on August 10, 2008, the Southold Town Planning Board accepted the application
for review; and
WHEREAS, on August 11, 2008, the Planning Board, pursuant to Southold Town Code§280-
131 C., distributed the application to agencies having jurisdiction for their comments, and the
following agencies responded: Town Engineer, Architectural Review Committee, LWRP
Coordinator, Cutchogue Fire Commissioners; Southold Town Building Inspector; and
WHEREAS; on August 11, 2-008, the Southold Town Planning Board; pursuant to State
Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), determined that the
proposed action is a Type II Action, and not subject to review under SEQR; and
WHEREAS, on August 11, 2008,-the Southold Town Planning Board, pursuant to Southold
Town Code §280-131 C., distributed the application to the Suffolk County Planning
Commission; and
WHEREAS, the comments from those agencies referenced above were received and-reviewed
by the Planning Board, discussed.with the applicant, and incorporated into the site plan to the
satisfaction of the Planning Board; and
WHEREAS, on September 02, 2008, comments were received by the Suffolk County Planning
Commission and the site plan was determined to be a matter of local determination; and
WHEREAS, on November 03, 2008,the Southold Town Planning Board, pursuant to Town
Code Section 280-131 H. agreed to waive the public hearing for uses involving modifications to
existing structures having no substantial change to the existing foot print; and
Owen n Pa
struc ton ge Two rc , 2 1
WHEREAS, on November 07, 2008,the Southold Town Building Inspector reviewed the plan
and certified that the proposed use as professional offices is a permitted use in the RO Zoning
District; and
WHEREAS,on November 11, 2008,the Town of Southold LWRP Coordinator reviewed the
above-referenced project and had recommended the proposed project to be consistent with
Southold Town LWRP policies; and
WHEREAS, on February 3,-2010,the Suffolk County Department of Health Services issued Permit
Number C10-09-0001 and approved the action; therefore, be it
RESOLVED, that the Southold Town Planning Board has determined that the proposed action
is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program
as outlined in the memo prepared by the LWRP Coordinator; and-be it further
RESOLVED,that the Southold Town Planning Board ra approval, and authorizes the
Chairperson to endorse the site plan entitled"Proposed Site Plan for 29205 Main Road".
prepared by Charles M. Thomas, R.A.,dated July 15, 2008 and last revised, October 23, 2008.
Please also note the following requirements in the Southold Town Code relating to site plans:
1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent
properties and roadways. Lighting fixtures shall focus and direct the light in such a
manner as to contain the light and glare within property boundaries.
2. All storm water run-off from grading, driveways and gravel areas must be contained on
site.
3. Approved site plans are valid for three years from the date of approval, within which time
all proposed work must be completed, unless the Planning Board grants an extension.
4. Any changes from the approved site plan shall require Planning Board approval.
5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its
representative must inspect the site to ensure it is in conformity with the approved site
plan, and issue a final site inspection approval letter. Should the site be found not in
conformance with the approved site plan, no Certificate of Occupancy may be issued
unless the Planning Board approves the changes to the plan.
A copy of the approved site plan is enclosed for your records. One copy will also be sent to the
Building Department and the Town Engineer/Highway Department.
If you have any questions regarding the above, please contact this office.
Very
truly yours,
Martin H. Sidor
Chairman
Encls.
cc: Building Dept., Town Engineer with maps