HomeMy WebLinkAbout1000-57.-2-42.8 OFFICE LOCATION: ��OE SOUj�o MAILING ADDRESS:
Town Hall Annex ,`O l0 P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) Telephone' 631 765-1938
Southold, NY 11971 G •
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LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Glenn Goldsmith, President
Town of Southold Board of Trustees
From: Mark Terry, AICP
LWRP Coordinator
Date: January 12, 2022
Re: LWRP Coastal Consistency Review for of JOHN & MARGARET KREPP
SCTM# 1000-57-2-42.8
Patricia Moore,-Esq. on behalf of JOHN & MARGARET KREPP requests a Wetland Permit to construct a
new 28'x27.5' second;story over existing $8.4'x27.3' dwelling;,for the existing 12.3'x19.9' deck attached to the
seaward side of dwelling; install a drywell in front yard for roof runoff; and for the existing 8.3'x10.2' shed.
Located: 1235 Island View Lane, Greenport. SCTM# 1000-57-2-42.8
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of
Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based
upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as
well as the records available.to me, it is my recommendation that the existing shed is INCONSISTENT with
LWRP Policy 6.3 and therefore, INCONSISTENT with the LWRP.
6.3 Protect and restore tidal and freshwater wetlands.
A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and
regulations for all Andros Patent and other lands under their jurisdiction
9. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions.
The as-built structure was constructed without Board of Trustee review or permit.
The proposed existing dwelling and new second story addition is recommended as CONSISTENT with the
LWRP.
It is recommended that a vegetated, non-turf buffer be established to help protect the quality of the water
body.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written
determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
c -
Project Description �._a t.:�,f�.pf � IDIr—
JAN 11 2022J
New 211 story28'x 27.5 to existinghouse 38.4'x 27.3' �—
iown
Planning Board
12.3'x 19.9' existing deck
New drywell in front yard per architect's plans
8.3'x 10.2 'existing shed
D
ECC VE
JAN - 6 2022 _
Southold Town
Board of Trustees
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORINT
A. INSTRUCTIONS
1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This
assessment is intended to supplement other information used by a Town of Southold agency in
making a determination of consistency. *Except minor exempt actions including Building Permits
and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C, the preparer of this form should review the exempt
minor action list, policies and explanations of each policy contained in the Town of Southold Local
Waterfront Revitalization Program. A proposed action will be evaluated as to its significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town) ~
3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will
affect the achievement of the LWRP policy standards and conditions contained in the consistency
review law. Thus. each answer must be explained in detail, listing both supporting and non-
supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and
conditions,it shall not be undertaken.
A copy of the LWRP is available in the following places: online at the Town of Southold's
website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all
local libraries and the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM#�- d _ �a• o'
PROJECT NAME -�:Tohvl e
42
The Application has been submitted to(check appropriate response):
Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees
1. Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital ❑
construction,planning activity, agency regulation,land transaction) ❑
(b) Financial assistance(e.g. grant, loan, subsidy)
(c) Permit, approval, license,certification: ❑
Nature and extent of action:
a�VA PM o- oda 4T 6-n =)n _P 4 1 Y74,-n sfNchine,
gym- - g-.D
o-y ter- ce-�Ai-Pc,' 11 'PJbcI've r/�» .emc kr-e , d,,� ,Z.- /-% «,
"1-DTYw�b$Dn..�
Location of action: (a ( Lp
Site acreage: �
Present land use: o-( c'o V- -i- b tP Q Vlit Ond °
Present zoning classification: E-4-o
2. If an application for the proposed action has been filed with the Town of Southold agency, the following
information shall be provided:
(a) Name of applicant: h y1 }/-Y-vQ" CI and mgnn'0-f �,--''e,,�,� .
Vy
(b) Mailing address:_ 1 2 n,X2� VI -�ZAJ
(c) Telephone number: Area Code( ) (off w' ��Gl(o �-�' U Z -'
(d) Application number, if any:
Will the action be directly undertaken,require funding, or approval by a state or federal agency?
Yes ❑ No 14 If yes, which state or federal agency?
C. Evaluate the project to the following policies by analyzing how the project will further support or
not support the policies. Provide all proposed Best Management Practices that will further each policy.
Incomplete answers will require that the form be returned for completion.
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances community character,
preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and
minimizes adverse effects of development. See LVWRP Section III—Policies; Page 2 for evaluation
criteria.
Not Applicable
Yes F-1 No ❑
n
o . Q �
Attach additional sheets if necessary
Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See
LNVRP Section III—Policies Pages 3 through 6 for evaluation criteria
❑ Yes ❑ No M Not Applicable
Attach additional sheets if necessary
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See
LWRP Section III—Policies Pages 6 through 7 for evaluation criteria
❑ Yes ❑ No F7 Not Applicable
Attach additional sheets if necessary
NATURAL, COAST POLICIES
Policy 4. Nfinimize loss of life, structures, and natural resources from flooding and erosion. See LWRP
Section III—Policies Pages 8 through 16 for evaluation criteria
❑ Yes ❑ No Not Applicable
Attach additional sheets if necessary
Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III
—Policies Pages 16 through 21 for evaluation criteria
❑ Yes ❑ No P Not Applicable
Attach additional sheets if necessary
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including
Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages.22
through 32 for evaluation criteria.
❑ ❑ I
Yes No xNot Applicable
Attach additional sheets if necessary
Policy 7. Protect and improve air quality in the Town of Southold. See LWI1;P Section III — Policies
Pages 32 through 34 for evaluation criteria.
❑ Yes ❑ No r"71
Not Applicable
Attach additional sheets ifnecessary
Policy S. Minimize environmental degradation in Town of Southold from solid waste and hazardous
substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria.
❑ Yes ❑ No Not Applicable
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public
resources of the Town of Southold. See LWRP Section M—Policies; Pages 38 through 46 for evaluation
criteria.
❑ Yel�] No-U-r,-1 Not Applicable
Attach additional sheets if necessary
WORIUNG COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in
suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria.
❑ Yes ❑ No V Not Applicable
Attach additional sheets if necessary
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic
Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria.
F-1Yes 1:1 No Not Applicable
Attach additional sheets if necessary
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages
62 through 65 for evaluation criteria.
❑ Yes ❑ No P Not Applicable
Attach additional sheets if necessary
Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP
Section III—Policies; Pages 65 through 68 for evaluation criteria.
❑ Yes ❑ No [�: Not Applicable
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BBC =BELGIAN BLOCK CURB
CIL =CAST IRON COVER ® - ` "{{ 1J J. t'� Or1 1 Homard W.Young,Land 5vrveyor
CMF =CONCRETE MONUMENT FOUND 3 F -- 7."e� 1 Thomas G.Woipert,Professional Engineer
CMS =CONCRETE MONUMENT SET w $ ^-_- ` 1."r1 t Douglas E.Adams,Professional Engineer
Robert 0.TastArhitect
DI =DRAINAGE INLET , c
Robert Stromski,Architect
DMF =DISC MONUMENT FOUND , -- __ _- --_ _
EDP =EDGE OF PAVEMENT
IPF =IRON PIPE FOUND C7
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RO =ROOF OVER ,/ f o-/ SITE DATA
WIF =WIRE FENCE S rsLAn VIEW ANE "i �
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UPLAND AREA =20,881 S.F.
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cr6 / SURVEYOR'SCERTIFICATION
`WE HEREBY CERTIFY TO JOHN KREPP 6a MARGARET
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cMF KREPP THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE
CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE
ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
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DAVID TURNER ARCHITECT, P.C.
450 SEVENTH AVENUE, SUITE 1907, NEW YORK,N.Y. 10123
\ \ (212)594-0840 FAX(212)594-1530
PROJECT
p,G\ 1235 ISLAND VIEW LN
GREENPORT, N.Y.
0
\ ,
SHEET
PLOT PLAN
DATE: -1-26-21
.BED AFDC
�� 'i'(JAFC� PROJECT No:
DRAWING BY:
FRAME SHED I CHK BY:
.\ DWG No:
"A 0 0
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SEGONL7 FLOOR j
EXTENSION
DISTRIGT: 1000 \ A
5EGTION: 05-7 w
BLOCK: 02
LOT: 18
. � 9W/ E A
PLOT FLAN \ OCT 2 8 2029 ,
NO SCALE
SOlithold_'roIPa`(1
GENERAL NOTES
I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW PLUMBING
YORK STATE AND LOCAL BUILDING GODS, FIRE DEPARTMENT
REGULATIONS, THE NEW YORK STATE BUILDI146 CONSTRUCTION I. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED
MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY PLUMBER
REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NYS
ENERGY CONSERVATION AND CONSTRUCTION CODES. THE M05T 2. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER,
5TRINCENT SHALL APPLY. AND BACK TO THE WASTE/VENT STACK. NEW SHUT-OFF VALVES
2. BEFORE GOMMENGIN6 WORK THE CONTRACTOR SHALL FILE ALL SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION
WITH DI-ELECTRIC FITTINGS AS REQUIRED.
REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF
BUILDIN65, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES 5. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR
REQUIRED BY 60VERNIN6 LOCAL AND NEW YORK STATE AGENCIES. THE KITCHEN AND BATHROOM YiHEREVER THERE ARE FIXTURE RE-
B. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A 5HOWER).
THE FIELD PRIOR TO COMMENCING, WORK AND SHALL REPORT ANY
DISCREPENCIE5 BETWEEN DRAWINGS ANF FIELD CONDITIONS TO THE 4. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE
ARCHITECT. FREEE OF OBSTRUCTION.
4. FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT Y1
5. A-� SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW
AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK TION DEVICES ON ALL HARD-PIPED FIXTURES AND
IN T'H15 SECTION AS INDICATED ON THE DRAWIN65 AND / OR
SPECIFIED HEREIN. APPLIANCES. THIS APPLIES TO REFRIGERATOR ICE MAKER(IF ANY) (� ((� [� ��]_
AND DISHWASHER. (� L5 lvJ L� � 11 � 4
5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE D
PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT 8. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT
OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF �
COMPLETION OF THE WORK. Do NOT PROCEED WITH THI5 WORK VALVES. OCT 2 8 2021
UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH CHECK VALVES MUST BE QUIET TYPE.
PERFORMANCE OF WORK.
6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH card'of u to
SUFFICIENT LEAD TIME 50 AS NOT TO DELAY WORK IN ANY MANNER. GAPPING PIPING AND CONDUIT Board of T,~I►sto�S mP_
-1. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT 1. ALL ABANDONED PIPING AND CONDUIT REMOVED FROM SERVICE
NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE SHALL BE TERMINATED AND GAPPED OFF AT THE NEAREST LIVE
WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE JOINT OR JUNCTION BOX. NO ABANDONED SERVICES SHALL .UST DAVID TURNER ARCHITECT, P.C.
DRAWINGS. Be GUT AND LEFT IN PLACE WITHOUT REMOVAL BACK TO THE
8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES °LIVE° POINT,AND PROPERLY TERMINATED TO MEET CODE. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK N.Y.10123
(212)5944)840 FAX(212)5941530
WITH REQUIREMENTS OF LOCAL AUTHORITIE5 AND BUILDING
MANAGEMENT.
PROJECT
a. THE CONTRACTOR SHALL. COORDINATE ALL WORK PROCEDURES 1235 ISLAND VIEW LN
WITH THE REQUIREMENT5 OF LOCAL AUTHORITIES AND BUILDING ELECTRICAL
MANAGEMENT. GREENPORT, N.Y.
10. THE CONTRACTOR SHALL BE RE5PON515LE FOR THE PROTECTION 1• ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED
OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN.
SHEET
CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND
WITHIN GFT OF SINKS ARE TO BE GE
INSTALL ADEQUATE 5HORIN6 AND BRACING AFOR ALL STRUCTURAL 2. DUPLEX OUTLETS 'GI TYPE. GENERAL NOTES
OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE 50LE
RESPONSIBLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 5. ALL ABANDONED ELECTRICAL BOXES WITH REMAINING, WIRING
DURING THE EXECUTION OF THE WORK. ENTERING OR LEAVING , SHALL REMAIN ACGE5515LE WITH
REMOVABLE COVERS.
11. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL DATE 2-26-21
PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, 4 THE ELECTRIC PANEL ANf? INTERCOM PANEL CANNOT BE �y'� �uCy�rF M�,a TR
ELECTRICAL, ETCH RE-LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. �fiG RNE` �'
DRAWING BY:
12. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY
PERSONS LICENSED IN THEIR PROFESSIONS, WHO SHALL ARRANGE 5. ALL RECEPTACLE, SWITCH, OR LAMP HOLDER BOXES SHALL BE CHK BY:
FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. SET FLUSH TO FINAL FINISHED SURFACE. EXTEND EXISTING BOXES * DWG Na
AS NECESSARY OR UTILIZE PLASTER RING5 OR OTHER DEVICES TO I
15. THE CONTRACTOR SHALL DO ALL GUTTING, PATCHING,, REPAIRING ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE 15 IN A- 1
01-00
AS REQUIRED TO PERFORM ALL of THE WORK INDICATED ON THE PLACE BETNCEN BOXES AND FACEPLATES.
DRAWINGS, AALL ND AOTHER WORK THAT MAY BE REQUIRED TO Srq N . 16�
COMPLETE THE JOB. CAD RLE Na
2 01= 15
LEGEND
O EXISTING CONCRETE FOUNDATION WALL
E—__:1 REMOVALS AND DEMOL I TI ON5
® NEW EXTERIOR FRAME PARTITION5
-_� B DiZOOM ® NEW INTERIOR FARTITION5- WOOD 5TUD5
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(212)594-0840 FAX(212)594-1530
PROJECT
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BEZDROOM"M O GREENPORT, N.Y.
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450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123
(212)594-0840 FAX(212)5941530
- PROJECT
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GREENPORT, N.Y.
SHEET
FRONT ELEVATION
DATE: 2-25-21
PROJECT No:
FRONT ELEVATION � '� � DRAWING BY:
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DAVID TURNER ARCHITECT, P.C.
450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123
(212)594-0840 FAX(212)594-1530
PROJECT
1235 ISLAND VIEW LN
GREENPORT, N.Y.
SHEET
REAR ELEVATION
REAS CATER �F- ELEVATION >roAR� DATE. 2-2�-21
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❑ 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y. 10123
(212)594-0840 FAX(212)594-1530
• PROJECT
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GREENPORT, N.Y.
SHEET
SIDE ELEVATION
%SD ARCy/ DATE: 2-25-21
PROJECT No:
S Ir�)E ELEVATION S DRAWING BY:
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DWG No:
Z A- 107. 00
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CAD FILE No: 8 OF 15
ASPHALT SHINGLE ROOFING
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450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123
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PROJECT
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N # 10 WM GREENPORT, N.Y.
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PRE55URE TREATED
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' " DATE: 2-25-21
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NAILING 5GHE17ULE
GONNEGTION NAILING
I. JOIST TO SILL OR GIRDER,TOENAIL 3-8d
2. BRIDGING TO JOIST,TOENAIL EACH END 2-8d Hl OH yy I NIS STRAF I NCS ANIS CONNECTORS
S. P X b"SU8FLOOR OR LESS TO JOIST,FACE NAIL 2-Bd
4. WIDER THAN I•X 6"SUBFLOOR TO EACH JOIST,FACE NAIL 5-ad THESE DETAILS HAVE BEEN DES 1 GNED IN CONFORMANCE WITH THE
5. 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL 2-16d WOOD FRAME CONSTRUCTION MANUAL (ANSI/AF$PA WFGM -2001)"
6. SOLE PLATE TO JOIST OR BLOCKING TYPICAL FACE NAIL 16d® 16"O.G. W I ND SPEED OF 120 MPH •
SOLE PLATE TO JOIST OR BLOCKING,®BRACED WALL PANELS 3-Ibd PER 16"
7. TOP PLATE TO SND AND NAIL 2-I6d
•
8. STUD TO SOLE PLATE 4-8d,TOENAIL OR 2-164-121417 NAIL L=ATERAL FRAM I NC CONNECT-ION (TAE3LE 2 .1)
9. DOUBLE STUDS,FADE NAIL Ibd® 24"O.G.
10. DOUBLED TOP PLATES,TYP FACE NAIL Ibd® 16"0.0. BASE 4 TOP OF WALL
DOUBLE TOP PLATES,LAP 5PLICE 8-Ibd 2"xb" @) 16" O.G. (USE 1.33 MULTIPLIER)
11. BLOCKING.BETWEEN JOISTS OR TOP PLATES,TOENAIL 3-8d
12. RIM JOISTS TO TOP PLATE,TOENAIL 8d®6.O.G. FOR 10' WALLS 157 P.L.F.
13. TOP PLATES,LAPS ANO INTERsECT1oNs,FAGS NAIL 2-16d (157) x (I.33) 208.8 LBs. (5UGTION)
14. CONTINUOUS HEADER,TWO PIECES Ibd® 16"O.G.ALONG EACH EDGE
15. CEILING JOISTS TO PLATE,TOENAIL 3-8d -
Ib. CONTINUOUS HEADER TO STUD,TOENAIL. 4-8d O F L. I F T CONNECTION L.O A IJ S T A 5 L•E 2 .2AI -"�
. NOT TO SCALE
17. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL S-Ibd
16. GEILING JOISTS TO PARALLEL RAFTERS,FAZE NAIL 5-16d ROOF/ GE I L I NG DEAD LOAD 10 PSF OCT 2 8
ROOF JOIST SPAG I NG (9) 24" (USE 2.0 MULTIPLIER) 1 2021
19. RAFTER TO PLATE,TOENAIL 3-
FLOOR JOIST $ WALL STUD5PAGINCG 16" USE I.33 MULTIPLIER)
20. 1"BRACE TO EACH SND AND PLATE,FACE NAIL 2-8d
12i
SPAM = 18G
21. I"x8"SHEATHING OR LE56 TO EACH BEARING,FADE NAIL 2-8d 24' SPAM = 3 k- G06 DAVID TURN ERAK- [-E0T+'P C.--
22. WIDER THAN 1"x8"Tb EACH BEARING,FAGS NAIL 3-Bd
450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123
25. BUILT-UP CORNER STUDS Ibd® 24"0.0. ROOF TO WALL OF BEAM 181 x (2.0) = 378 LBs. (212)594-0840 FAX(212)5941530
24. BUILT-UP GIRDER Q BEAMS 20d® 52"O.G.90 TOP AND 306 x (2.0) = 612 LBs.
PROJECT
BOTTOM 4 STAGGER2-20d
ED
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25. 2"PLANKS 2-16d® EACH BEARING 306 x (1.33) = 407 LBs. GREENPORT, N.Y. 20
26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD.
SUBFLOOR,ROOF AND WALL SHEATHING(TO FRAMIN67)(I"=25.4 mm)
1/2"AND LESS bd (5) I `� �''') I SHEET
19/32"-5/4" 8d(4)OR bd(5) OUTLaOO<ER UFL° I F I L.OA1J 5 TAELE 2.20
,/6" Ba (5) MISC. DETAILS
11/6"- 1 1/4" IOd(4)OR 8d(5) OUTLOOKER SPACING OF 24" O.G.
COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMING)(I"=25.4 mm)
3/4"AND LESS bd (5) UPLIFT LOAD OF 744 LBs
8d (5) DATE 2-25-2I
1 1/8"- 1 1/4" IOd(4)OR 8d(5) � '
TUc�� PROJECT No.
2-7. PANEL SIDING(TO FRAMING) Q'� DRAWING BY:
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NO.16 GA. (9)
MODEL"MSC4"USE 10-16D NAILS---\\
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MODEL"LSU"&"LSU"BY SIMPSON STRONG TIE SCALE:N.T.S.
DAVID TURNER ARCHITECT, P.C.
450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123
(212)594-0840 FAX(212)594-1530
PROJECT
1235 ISLAND VIEW LN
GREENPORT, N.Y.
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2.7". --- --------------------------------___ _ - 450 SEVENTH AVENUE, SUITE 1907 NEW YO
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{212) 594-0840 FAX 212 594-1530
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