HomeMy WebLinkAboutFinkelstein - 220 Old Harbor Rd (2) Sof FOL
James Garretson,Chairperson F Town Hall Annex
Anne Surchin,Vice Chair �Q! �a0� 54375 Route 25
Donald Feiler PO Box 1179
James Grathwohl Southold,NY 11971
Robert Harper Fax(631)765-9502
Gary Parker Telephone: (631)765-1802
Edward Webb www.southoldtownny.gov
Damon Rallis,Administrative Assistant
Town of Southold Historic Preservation Commission
May 15, 2018
RESOLUTION #5.15.18.1
Certificate of Appropriateness
RE: 220 Old Harbor Road,New Suffolk(SCTM#1000-117.-5-2)
Owner: Finkelstein Family Trust, Barbara Schnitzler
RESOLUTION:
WHEREAS, 220 Old Harbor Road,New Suffolk,NY is on the Town of Southold Registry of
Historic Landmarks, and
WHEREAS, as set forth in Section 56-7 (b)of the Town Law(Landmarks Preservation Code)
of the Town of Southold, all proposals for material change/alteration must be
reviewed and granted a Certificate of Appropriateness by the Southold Town
Landmarks Preservation Commission prior to the issuance of a Building Permit,
and,
WHEREAS, the applicant submitted a proposal outlining the scope of work,which included
additions and alterations to an existing dwelling on a landmarked property, and,
WHEREAS, the applicant presented commissioners with an outline of the project during a pre-
submission conference on April 17, 2018, and,
WHEREAS, a public hearing was held on May 15, 2018,where the applicant submitted final
drawings of the scope of work and outlined the project for the commission, and,
WHEREAS, the applicant agreed to use a wood shingle to match the existing roof throughout.
NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation
Commission determines that the proposed work detailed in the above referenced application
meets the criteria for approval under Section 170-8 (A) of the Southold Town Code and,
BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of
Appropriateness.
MOVER: Commissioner Harper
SECONDER: Commissioner Feiler
AYES: Surchin, Garretson,Webb
RESULT: Passed
Please note tha om the approved plans re enced above may require further
review fr the commission.
Sign
Damon Peter Rallis,Application Coord' ator for the Historic Preservation Commission
Date:
Note: Applicants should reviev� Commission Standards before planning work to
insure that the application conforms to these requirements.
1. APPLICANT
Name:
Address: /�� -O`dl
Telephone/email/fax:
f/I
�
2. PROPERTY
Owner's Name: ti
Address: —�
Telephone/e-mail/fax: �I
Tax Map Numb r.
Iffi21 — III - C?
Date Acquired by CurrentOwner:
Status: Local Landmark n Local'Landmark District ( ) On National Historic
Register or in NHR Dist. ()
Use: Current:
Proposed:
3. PROPOSED WORK
Scope of Work: • I '
Ft
Al 4i�
Reason for Work: J
6
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Architect/Engineer: Contractor:--
Construction
ontractor:–Construction Schedule:
FOR HPC USE ONLY
I have reviewed the enclosed application and determined the following action to be taken:
Administrative Permit Required:
Public Hearing
Sig Date:
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: April 11,2018
TO: Barbara Schnitzler(Finkelstein)
PO Box 229
New Suffolk,NY 11956
Please take notice that your application dated April 5,2018:
For permit to construct additions and alterations to existing single-family dwelling at:
Location of property: 220 Old Harbor Road,New Suffolk,NY
County Tax Map No. 1000—Section 117 Block 5 Lot 2
Is returned herewith and disapproved on the following grounds:
The proposed construction,on this non-conforming 24,536 square foot lot in the Residential R-40
District, is not permitted without review and approval by the Southold Town Landmarks
Preservation Commission,because the property is listed on either the Southold Town New York
State and/or the National Registers of Historic places and requires review by the Southold Town
Landmarks Preservation Commission.
If the requirements of the town code,pertaining to Landmarks(Local Law No.22)are met a
Certificate of Appropriateness(C of A)will be issued. The C of A is required before a Building
Permit will be approved. Information about the requirements for applying for a C of A is
available at theiRformation counter in the Building Department.
Auth raze ign re
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Landmark
220 OLD HARBOR RD, NEW SUFFOLK, NY
GENERAL NOTES
ARCHITECTURAL DESIGN BY:
1.All work and materials furnished shall comply with, state regulations, the regulations of the National Board of Fire Underwriters, National +
g 4 BARBARA SCHNITZLER
Fire Protective Association Requirements and all Federal, State, and Municipal authorities having jurisdiction over the work. i 67' 220 OLD HARBOR RD
2. Before ordering any materials or doing any work, each trade shall verify all measurements at the building and shall be responsible for the0
0'' E /i / NEW SUFFOLK, NEW YORK 11956
correctness of the same. No extra charge or compensation will be allowed on account of difference between actual dimensions and the L�•O2� �\
� � � ARCHITECT OF RECORD:
measurements indicated on the drawings; any discrepancies between the drawings and field conditions which may be found shall be S 86.4.g'1 0�� E , N \
submitted to the architect for consideration and clarification before proceeding with the work. The contractor shall be responsible for any —79.4.7 o\ \\ LEE&CHESONIS DESIGN
deviation from the contract documents.
l DA CHESONIS LEE
EXISTING OD +\ 14 VERONA STREET SUITE 3D
3.All of the Architect's drawings and construction notes are complimentary and what is called for by either will be binding as if called for by \\ FRA ARAGE \ / BROOKLYN, NEW YORK 11231
all; any work shown or referred to on any one drawing shall be provided as though shown on all drawings. 718.330.0471
4.The work to be performed consists of furnishing all labor, equipment,tools,transportation, supplies, fees, materials, and services in ,3, \ 0 3� \ STRUCTURAL ENGINEER:
accordance with these notes and drawings; and includes performing all operations necessary to construct and install complete, in 11- / \ \ S.L.MARESCA&ASSOCIATES
satisfactory condition, the various materials and equipment at the locations shown. SHED \� STEVE MARESCA
�p CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHWAY
5. Full size or large scale details or drawings shall govern small scale drawings which they are intended to amplify. 9' / O HAMPTON BAYS,NY 11946
10, 0 631.728.9480
6.The standard specifications of the manufacturer for products called for in the drawings and notes are hereby made a part of these notes � BASEMENT j Q
with the same force and effect as though herein written out in full. ACCESS \
• . .
7.All materials required for the performance of this work shall be new and of the best quality of the kinds specified. The use of old or 3. O 'A
second hand materials is strictly forbidden, except for locations on the drawings that refer to removal and relocation of materials or Q 1
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equipment. Materials shall be used in accordance with the manufacturers specifications. The contractor shall d
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warranties. The contractor will warranty all work as per state regulations. (1r
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8.The premises and job site shall be maintained in a reasonably neat and orderly condition and kept free from accumulations of waste '? � 4 \\
materials and rubbish during the entire construction period. The Contractor shall remove all crates, cartons and other trash from the work 0
areas each day, and shall be responsible for its proper disposal. The premises shall be protected throughout construction and shall be (L EXIS NG 1-1 ' Q
turned over in spotless and orderly condition. All fixtures and equipment will be left in undamaged, bright, clean and polished condition. LL Lij �i o ST OR WO D 0
'�n, FRAME D EL
9.All work shall be subject to,final inspection by the Architect. C O 6' ISTING
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10.All plumbing, electrical and mechanical work shall be performed by persons licensed in their trades. All work to comply with teh ECKLU
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applicable sections of the Building Code currently in effect. Z °'
11.The Contractor shall take all necessary precautions to insure the safety of the building, its occupants, and the general public during O(0
construction. CP
'
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FIRE SAFETY NOTES cP. \I PERGOLA,-' S 1'
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1.All building materials stored at the construction area, and/or in any area of the building are to be secured in a locked area. Access to I I
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such areas to be controlled b,y the Owner and/or the General Contractor.
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2.All materials are to be stored in an orderly manner. i i \
____-J /. SHADED AREA INDICATES
3.All flammable materials to Ibe kept tightly sealed in their respective containers. Such materials are to be kept away from all heat sources. NEW CONSTRUCTION
19.2' Cn
4.All flammable materials to Ibe used and stored in an adequately ventilated space. o _
rn - 9.0' 25.3'
5.All electrical power to be shut off where there is exposed conduit. N N \
• EXISTING 1 STORY WOOD N \
FRAME STRUCTURE N
6.All electrical power in the construction area to be shut off after working hours. — — — — 53.4'
7.The contractor will at all times make sure that there is no leakage of natural gas in the building, or any flammable gas used in ------N 87-42' 0„ w — — — —
construction. 237.50' — — —
PROPERTY LINE -- —
8
GENERAL CONSTRUCTION NOTES
1. Contractor to field verify all dimensions and elevations for clearances and notify Architect of any discrepancies between Drawings and
actual conditions.
2.All dimensions shown are to finished face of walls, floors and ceilings, unless otherwise noted. SITE PLAN
3. Provide sufficient wood blocking in walls for all wall mounted fixtures, fittings or other devices shown on drawings. SCALE: 1/16"= V-0"
PROJECT SUMMARY: LOT COVERAGE: DRAWING LIST
CODE COMPLIANCE
LEGEND 220 OLD HARBOR RD, NEW SUFFOLK, NY 11956 TOTAL AREA=24,536 SF ARCHITECTURAL RESCHECK COMPLIANCE CERTIFICATE PER ENERGY CODE 2015 IECC= PASS
PARCEL#1000-117.-5-2A001 Site Plan, Lot Coverage, Schedules, Notes
EXISTING DWELLING= 1,408 SF D101 Demolition Plan PROFESSIONAL STATEMENT: TO THE BEST OF MY KNOWLEDGE, BELIEF AND
CONCRETE e ZONING DISTRICT: R-40 EXISTING DECKS AND PORCHES =281 SF PROFESSIONAL JUDGEMENT,THESE PLANS AND SPEFICICATIONS ARE IN
sol DETAIL EXISTING GARAGE=414 SF A101 First Floor Plan COMPLIANCE WITH THE UNIFORM BUILDING CODE AND THE STATE ENERGY
EXISTING STRUCTURE: 1-1/2 STORY WOOD FRAME EXISTING OUTBUILDINGS = 800 SF Al 02 Roof Plan CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE).
BATT INSULATION Y ELEVATION DATUM PROPOSED ADDITION=702 SF A201 Exterior Elevations
EXISTING USE &OCCUPANCY: SINGLE FAMILY, 3 BEDROOM PROPOSED PATIO = 106 SF
A202 Exterior Elevations
CONCRETE MASONRY UNIT 101 WINDOW TYPE PROPOSED USE&OCCUPANCY: SINGLE FAMILY, 3 BEDROOM A301 Building Sections
TOTAL COVERAGE=3,711 SF 9
SCOPE OF WORK:ADDITION OF FAMILY ROOM AND SCREENED
RIGID INSULATION 101 DOOR TYPE PORCH, ENLARGE LIVING ROOM, INSTALL BATHROOM MAXIMUM PERMITTED LOT COVERAGE=20% STRUCTURAL D .!
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LOT COVERAGE=3,711 SF/24,536 SF= 15.1 % (COMPLIES) S001 Structural Notes, Diagrams&Schedules D
ELEVATIONa— PARTITION TYPE S101 Foundation Plan
PAY 2 1 2018
501 S102 Framing Plan, First Floor
' S/C
4 i ELEVATION
SMOKE/CO DETECTOR p
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TOVV1�1 OF SOLTMOLD
A501
3 (E) EXISTING
(N) NEW ISSUE FOR PERMIT 04/02/18
1 SECTION
ao1 O1 REVISION NUMBER SEAL:
ED A/?o
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WINDOW SCHEDULE DOOR SCHEDULE
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ROOF JL JIL - UNIT SIZES TO BE VERIFIED IN FIELD - UNIT SIZES MUST BE VERIFIED IN FIELD NJ►
- THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF CONDITIONS •9�► 14
NEW RISER i NEW RISER WINDOW# LOCATION DESCRIPTION SIZE (W x H) MATERIAL LITES INDICATED IN THESE DOCUMENTS OR OBSERVED IN THE FIELD
- CONTRACTOR TO COORDINATE HANDEDNESS OF DOORS AND HARDWARE, DIMENSIONS,
01 LIVING ROOM INSWING CASEMENT 2-4 x 2-0' WOOD 6 BACKSETS,AND CLEARANCES
„i i (----- i i 02 LIVING ROOM RELOCATED DOUBLE HUNG 2'-4"x 4'-0" WOOD 6/6 PROJECT NO.1704
1-1/2 i 1-1/2"i 1-1/2"1 2"i i 03 BAR CASEMENT V-8"x T-0" WOOD 4 DOOR# SIZE(W x H) MATERIAL DESCRIPTION
220 OLD HARBOR ROAD
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04 FAMILY ROOM DOUBLE HUNG 2'-4"x 5'-6" WOOD 2/2 01 T-0"x 64" WOOD EXTERIOR, INSWING NEW SUFFOLK, NY 11956
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SINK I I i I LAV I i I 05 FAMILY ROOM DOUBLE HUNG 2'-4"x 5'-6" WOOD 2/2 02O
2 2'-6"x T-0" WOOD EXTERIOR, INSWING, PAIR
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1ST FLOOR I BAR I i I i BATHROOM 07 FAMILY ROOM CASEMENT V-8"x 2'-0" WOOD 4 04 2'-8"x T-0" WOOD EXTERIOR(PORCH), INSWING DRAWING TITLE:
2" i 2" I 2" I 1-1/2" 4"J i 08 FAMILY ROOM CASEMENT V-8"x 2'-0" WOOD 4 05 (2)2'-0"x T-0" WOOD EXTERIOR, SCREEN PAIR, OUTSWING
I I I 4„ I 09 FAMILY ROOM CASEMENT V-8"x 2-0 WOOD 4 06 2-0 x 7-0 WOOD INTERIOR Site Plan, Lot Coverage,
10 BAR CASEMENT V-8"x 2'-0" WOOD 4 07 2'-8"x T-0" WOOD INTERIOR Schedules, Notes
2 4" — TO EXISTING 11 BATHROOM DOUBLE HUNG 2'-4"x 4'-0" WOOD 6/6 08 V-10"x T-0" WOOD INTERIOR
SEPTIC SYSTEM
HOUSE 12 BATHROOM DOUBLE HUNG 2'-4"x 4'-0" WOOD 6/6
TRAP 13 HALLWAY(PORCH) FIXED T-0"x 2'-0" WOOD 8 DATE: 04/02/18 DWG NO.:
SANITARY SYSTEM RISER DIAGRAM 14 BASEMENT FIXED 2'-0"x V-6" WOOD 8
SCALE: AS NOTED A-001
SCALE: NTS
WN BY: NCL
220 OLD HARBOR RD, NEW SUFFOLK, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
STRUCTURAL ENGINEER:
S.L.MARESCA&ASSOCIATES
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHWAY
HAMPTON BAYS,NY 11946
631.728.9480
MAINTAIN CORNER OF STRUCTURE
REMOVE PORTION OF EXTERIOR WALL
REMOVE PORTION OF WOOD DECK
FOR ADDITION
REMOVE AND RETAIN WINDOW
FOR RE-USE
REMOVE WOOD TRELLIS
STRUCTURE
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(E) DINING ROOM
SEAL:
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(E)GARAGE N Qom'
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(E) PORCH
PROJECT NO.1704
220 OLD HARBOR ROAD
NEW SUFFOLK, NY 11956
DRAWING TITLE:
Demolition Plan
DEMOLITION PLAN
? SCALE: 1/4"= 1'-0"
DATE: 04/02/18 DWG NO.:
SCALE: AS NOTED ID-1 01
DRAWN BY: NCL
220 OLD HARBOR RD, NEW SUFFOLK, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
STRUCTURAL ENGINEER:
2 2 S.L.MARESCA&ASSOCIATES
STEVE MARESCA
A201 A301 CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHWAY
HAMPTON BAYS,NY 11946
631.728.9480
(E) 1 STORY STRUCTURE
BRICK RETAINING WALL, EXTENDED
FROM BRICK FACED FOUNDATION. 2
LENGTH DETERMINED BY GRADE.
(N) PAVER PATIO
1
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(N) SCREENED PORCH ACCESS HATCH
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(E) PORCH PROJECT NO.1704
220 OLD HARBOR ROAD
NEW SUFFOLK, NY 11956
(N) CONSTRUCTION
DRAWING TITLE:
1 First Floor Plan
A201
1 FIRST FLOOR PLAN
SCALE: 1/4"= 1'-0"
DATE: 04/02/18 DWG NO.:
SCALE: AS NOTED A101
DRAWN BY: NCL
220 OLD HARBOR RD, NEW Sl
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORII
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE
BROOKLYN, NEW YORK 11
718.330.0471
STRUCTURAL ENGINEER:
S.L.MARESCA&ASSOCIAT
STEVE MARESCA
CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHV
HAMPTON BAYS,NY 11946
631.728.9480
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DRAWING TITLE:
Roof Plan
1 ROOF PLAN
_ SCALE: 1/4"= 1'-0"
DATE: 04/02/18 DWG NO.:
SCALE: AS NOTED
A-1
DRAWN BY: NCL
220 OLD HARBOR RD, NEW SUFFOLK, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
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NEW WINDOW AND WOOD SHUTTERS. ARCHITECT OF RECORD:
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SHUTTER DETAIL AND SHUTTERDOGS
TO MATCH ORIGINAL. PAINTED TO NIDA HESONIS DESIGN
14 VERONA STREET SUITE 3D
MATCH EXISTING TRIM.
BROOKLYN,
NEW YORK 11231
718.330.0471
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STEVE MARESCA
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220 OLD HARBOR RD
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14 VERONA STREET SUITE 3D
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I I I I I PROJECT NO.1704
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220 OLD HARBOR ROAD
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SCALE: AS NOTED a
2 EXTERIOR ELEVATION: WEST I I I I DRAWN BY: NCL -2 0 2
SCALE: 1/4"= 1'-0"
220 OLD HARBOR RD, NEW SUFFOLK, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
T&G ROOF DECKING, 718.330.0471
EXPOSED AT UNDERSIDE
STRUCTURAL ENGINEER:
EXTERIOR WALLS: 2x6 STUD, S.L.MARESCA&ASSOCIATES
16"O.C. W/WOOD CLAPBOARD STEVE MARESCA
SIDING TO MATCH EXISTING CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHWAY
HAMPTON BAYS,NY 11946
631.728.9480
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SCREENED h(E) FF AT HOUSE
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A.B. @ 32"O.C. CEMENTITIOUS COATING AT EAST FACADE
BRICK VENEER, GROUT SOLID. CRAWL SPACE (2)#5 REBAR
AT WEST&SOUTH FACADES 12"CMU
00 PROTECTION BOARD OVER
1'-6" L WATERPROOF MEMBRANE, TYP.
3"SCREED COAT OVER CONT. POURED CONC. FOOTING W/
VAPOR BARRIER CONT. KEY W/CAPILARY BREAK
BUILDING SECTION (3)#5 REBAR
SCALE: 1/4"= 1'-0"
WOOD SHINGLES OVER 3/4" PLY
2X12 RR @ 16"O.C. WITH HIGH DENSITY
R-38 INSULATION
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ISSUE FOR PERMIT 04/02/18
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FAMILY T&G OOD FLOORING
ROOM OV 3/4"APA RATED 9�, �2 40 ,
PL OOD SUBFLOOR h(E) FF AT HOUSE
_ _ - - _ _ _ _ _ _ _ _ _ _ hFFATFAMILYROOM
PROJECT NO.1704
2x8 PLATE W/ 1/2"x 12"
A.B. @ 32"O.C. SILL GASKET MEMBRANE AND COPPER
TERMITE SHIELD 220 OLD HARBOR ROAD
EXTERIOR WALLS:2X6 STUD, 16"O.C. (2)#5 REBAR $ 8"CMU W/9 GAGE DURAWALL REINF. NEW SUFFOLK, NY 11956
W/WOOD SIDING & R-21 (MIN.) INSUL. im IN ALTERNATE LAYERS
PROTECTION BOARD OVER WATERPROOF MEMBRANE
BASEMENT #5 REBAR @ 32"O.C. DRAWING TITLE:
POURED CONC. FOOTING W/CONT. KEY Building Sections
04 W/CAPILARY BREAK
2
1 (3) #5 REBAR
BUILDING SECTION 4" REINF. CONC. SLAB OVER CONT.VAPOR BARRIER
SCALE: 1/4"= 1'-0" OVER 6" GRAVEL OVER COMPACTED SOIL. PROVIDE
6x6 W1.4/W1 A WELDED WIRE MESH AT CONC. DATE: 04/02/18 DWG NO.:
SCALE: AS NOTED A-301
DRAWN BY: NCL
220 OLD HARBOR RD, NEW SUFFOLK, NY
ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
FRAMING NOTES STRUCTURAL-GENERALNOTES ITEM OF FASTEENEERR'DESCRIPTION OF BUILDING ELEMENTS NUt.1BERNSPACING AND LOCATION
ARCHITECT OF RECORD:
Roof
A. GENERAL 4-8d box(2'/2"x0.113")or LEE&CHESONIS DESIGN
1. ALL FRAMING LUMBER SHALL BE GRADE-STAMPED 9. NAILING SCHEDULE SHALL BE AS PER THE N.YS 3-8d common(2'12"x 0.431");or NIDA CHESONIS LEE
3-10d box(3
DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BUILDING CODE AS A MINIMUM.ALL 2 X 6 STUDS 1 Blocking behveen ceiling joists or rafters to top plate Toe nail
1 RELEVANT NOTES ON THIS AND OTHER STRUCTURAL "x0.128 );or 14 VERONA STREET SUITE 3D
BETTER. SHALL RECEIVE 5-100 NAILS AT SILLAND PLATE. DRAWINGS ARE APPLICABLE TO ALL STRUCTURAL DRAWINGS. 3-3"x 0.131"nails BROOKLYN, NEW YORK 11231
ALL EXTERIOR NAILS SHALL BE GALVANIZED.
2. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,5/8" SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 4-8d box x01;or 718.330.0471
3-8d commm1onn(2'/,"0.
!_"x x 0. or perjoist,toe nail
MIN.THICKNESS OR AS NOTED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D @ 4" 2 Ceiling joists to top plate
O.C.EXTERIOR EDGES AND 6D @ 72"O.C. 2. ALL WORK TO CONFORM TO OR EXCEED REQUIREMENTS 3-I Od box(3"x 0.128");or
OF LOCAL BUILDING CODES AND OTHER GOVERNING AGENCIES. 3-
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, INTERMEDIATE 3"x 0.131"nails STRUCTURAL
EXPOSURE 1,314"MINIMUM THICKNESS. ALL EDGES OF
Ceiling not attached to P laps over 4-IOd box(3 "." ASSOCIATESS.L.MARESCA&
Ceilin ' parallel rafter,la "x 0.128'0;or •
ENGINEER:
PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND 11. ALL INTERIOR AND EXTERIOR FINISHES,FLASHING 3. CONTRACTOR SHALL INVESTIGATE AND VERIFY EXISTING CONDITIONS 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common(3'/,"x 01.162'0;or Face nail STEVE MARESCA
:' '
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SHALL BE BY ARCHITECT. AND SHALL BRING ANY DISCREPANCIES SPECIAL CONDITIONS THAT WILL 8802.5.1(9)) 43"x 0.131"nails '
AFFECT WORK TO THE ATTENTION OF THE
ENGINEER AS SOON AS POSSIBLE. CONSULTING ENGINEERS
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Fa
n ]lel ,ter heel joint)Ceiling joist attached t para rafter( ) 1 - AY
4. ALL HEADERS 6'•O"AND OVER SHALL BE SUPPORTED 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 4 [see Sections R802.3.1 and 8802.3.2 and Table Table 8802.5.1(9) Face nail Y 11946
4. SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW AND ACCEPTANCE BY
8802.5.1(9)] . . . .. .. .. .. .... ....:... ..:. .. ......... .: .
HAMPTON BAYS N
WITH DOUBLE UPRIGHTS;HEADERS
OVER WITH AND STUD WITH GALVANIZED HURRICANE TYPE ENGINEER BEFORE FABRICATION AND INSTALLATION OF ANY WORK. 631.728.9480
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. 41tk1 box(3"x 0.128"):or
a. dee stns to .. .. .
Collor he to rafter,face Had or 11,"x 20 g n p Face nail each rafter
MINIMUM OF 2-2 X 8 OR AS SHOWN ON DRAWING. FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE 5. CONTRACTORS MUST COORDINATE DETAILING AND LOCATION OF PENETRATIONS, S3-10d common(3"x 0.148'0,or
. .. .. ......... ... .. .. .. .. ... .......... ... ..... .. .. ...
raftera ;:••::••:•:::.. .... . .. .. .. ......... ... .. .. .. .. ... .........
CLIPS AT ALL PERIMETER JOIST-TO-GIRDER CONNECTIONS INSERTS,ANCHORS,ETC.,OF ALL TRADES AND MUST PROVIDE AND INSTALL 43"x 0.131"nails
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS ANCHORS,INSERTS,HANGERS,ETC.,AS REQUIRED BY VARIOUS TRADES. NOTALL 3-16d box nails(3'/,"x 0.135");or •
NOTED HA GEORGIA- ARE SHOWN ON PLANS. { a 2 toe nails on one side end 1 toe Hall
AND FLOOR BEAMS AS PER N.Y.S.CODE OR AS O 13. ALL PRE-ENGINEERED LUMBERS LL BE GEO G
" " 3•lOd common nails(3".x 8148):or ...
., site side of each rafter or
@ 8-0 O.C.MINIMUM.PROVIDE 2 SPACE FOR AIR PACIFIC GPI SERIES WOOD I BEAMS,OPEN WEB JOISTS AND LVL 6 Rafter or roof truss to plate 4-1 Od box(3"x 0.128'):;or' on opposite
rmS1 ..
CIRCULATION IN ROOFS. PRODUCTS OR EQUAL. ALL OPEN WEB JOISTS SHALL BE 6. ANY INCONSISTENCIES IN DIMENSIONS ON PLANS SHALL BE BROUGHT TO THE " "
REINFORCED BENEATH ALL POINT LOADS.ALL JOISTS,GIRDERS, ATTENTION OF THE ENGINEER FOR RESOLUTION. 43"x 0,131"nails
4-16d(3'!,"x 0.135');oir
.. .. .. .. ..
6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED 3-10d common(3'/,'x 0).148');or
STAIRS,ETC.)OR AS NOTED ON DRAWINGS. AS PER MANUFACTURER'S RECOMMENDATIONS. WEB 4-1 Od box(3"x 0.128'):;or Toe na?I
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 7. ALL FRAMING AND WALLS SHOULD BE ADEQUATELY BRACED DURING 4-3"x 0.131"nails
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BEARING POINTS AT A MINIMUM. A SINGLE 13/4" CONSTRUCTION AGAINST MOVEMENT IN ANY DIRECTION AT ANY LEVEL UNTIL 7 Roof rafters to ridge,valley or hip rafters or roof rafter
LATERAL .IS PROVIDED BY OTHER REQUIRED CONSTRUCTION. to minimum 2"ridge txxam 3-16d box 31/3"x 0.135"');or
PARTITIONS OR AS NOTED ON DRAWINGS. LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 2-16d commn(3'/,'x 0).162'0;or
PERIMETERS.HANDLING,STORAGE,AND ERECTION OF End nail EXISTING ROOF TO REMAIN
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANUFACTURER'S B. FOUNDATIONS 3-10d box(3"x 0.128");;or
WITH RATED GALVANIZED CONNECTORS BY"SIMPSON' RECOMMENDATIONS 3-3"x 0.131"nails
OR APPROVED EQUAL.ALL LUMBER IN GROUND CONTACT OR 1. FOUNDATIONS SHALL BEAR ON UNDISTURBED NATURAL GRANULAR MATERIAL wall
OF 2.0 TSF MINIMUM BEARING CAPACITY. WHERE INDICATED,FOOTING MAY BEAR I6d common 3'/"x 0.1162'0 24"o.c.face nail
EXPOSED ABOVE GROUND TO BE MICRONIZED COPPER& 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2"DIA. ( :
TEBUCONAZOLE TREATED(MCA).{ABOVE GROUND-0.07 PCF/ GALVANIZED MACHINE BOLTS @ 12"O.C.OR SIMPSON'STRONG ON GRANULAR BACKFILL,MACHINE-COMPACTED IN LAYERS OF 12 INCHES TO A 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128'0;o1r 16"o.c.face nail
GROUND CONTACT-0.16 TO 0.24 PCF).TREATED LUMBER MINIMUM OF 95%MAXIMUM DENSITY PER ASTM Dt 557. AFTER EXCAVATING TO
DRIVE SCREWS'@ 12"O.C.,STAGGERED BOTH SIDES OF 3"x 0.131"nails
APPROPRIATE LEVELS,PROVIDE ENGINEER WITH AMPLE TIME TO REVIEW
STACK.LENGTH OF SCREW TO BE MAX.1"LESS THAN STACK EXCAVATED CONDITIONS BEFORE PLACING FOUNDATIONS. 16d box(3'/,"x 0.135'0;;or
WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS WIDTH. 9 Stud to stud and abutting studs at Intersecting wall comers 3"x 0.131"nails 12"o.c.face nail O
AND CONNECTORS. (at braced wall panels)
1 bd common(312"x 0.1162') 16"ac.face nail
G E N ERAL NOTES 2. CELLAR SLAB POLYETHYLENE VAPOR BARRIER.SHALL BE PLACED ON 3"SAND FILL OVER 6 MIL LAPPED AND TAPED I
i6d common(3'/="x 0.1162 0 16"o.c.each edge face nail
10 Built-up header(2"to 2"header with'1,"spacer) h
'
I6d hox{3'/2"x 0.135'0 12"o.c.each edge face nail
1. ALL WORK MATERIAL,AND EQUIPMENT SHALL BE IN 13. THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER C.CONCRETE MASONRY UNIT(CMU)WALL 0.
ACCORDANCE WITH THE NEW YORK STATE UNIFORM SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE 5-8d box mon x/,'x 0;);or
BUILDING CODE THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH 11 Continuous header to stud 4-I0d box(3'x 20.1281 1 31 )'or Tau nail I �'
1 100 < O s 45°
CONSERVATION CODE AND LOCALAUTHORITIIES. SERVICES.
1. COMPLY WITH GOVERNING CODES AND REGULATIONS.PROVIDE PRODUCTS i6d common(31 I="x 0.462'0 16"o.c.face nail
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 14. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE OF ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN 12 Top plate to top plate 10d box( "x ):or 12"o.c.face nail 7 1 1
MINIMUM 28 DAY STRENGTH OF 3000 PSI. WITH THE NEW YORK STATE ENERGY CONSERVATION CODE. SIMILAR SERVICE FOR THREE YEARS.USE EXPERIENCED INSTALLERS. DELIVER, 3"x 0.131"naits"nails i
HANDLE AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S 846d common(3'/,'x 0.162");or NOTE. a -4 FT. IN ALL CASES
3. ALL LUMBER SHALL BE GRADE-STAMPED DOUGLAS 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CHANGES INSTRUCTIONS. Double top plate splice for SDCs A-D,with seismic braced 12-16d box(3'/2'x 0.135'0;or l
PRIOR TO AND DURING CONSTRUCTION. wall lines acro <25' 12-1Od box(3"x 0.128");or Fact nail on each side of end joint .,
FIR-LARCH STRUCTURAL GRADE#2 OR BETTER. spacing
2. CONCRETE BLOCK:NORMAL WEIGHT,ASTM C 145 AND C 90 TYPE 1 GRADE N; 13 12-3"x 0.131"nails (minimum 24"lap splice each
4. PROVIDE DOUBLE HEADERS AND TRIMMERS ATALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 7-5/8"BY 15-5/8" FACE SIZE. SPECIAL SHAPES AS REQUIRED. BLOCK TO BE side of end Joint)
DESIGNED AND SPECIFIED BY OTHERS. SET IN A RUNNING BOND PATTERN. Double top plate splice SDCs Dn,D„or D,;and braced wall 12-16d(31/2"x 0.135 0
STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL line spacing 225'
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PARTITIONS,OR AS NOTED ON DRAWINGS. 3. PRECAST CONCRETE COPING,WALL CAPS,AND SILLS SHALL BE 4000 PSI
17. A)ALL STRUCTURAL STEEL SHALL BE CONFORMING TO ASTM . - ""'- ...
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR SPECIFICATIONS AS FOLLOW: WITH LIGHT SANDBLAST FINISHITEM DESCRIPTION OF BUILDING ELEMENTS NUhIBER AND TYPE OF FASTENER` SPACING AND LOCATION
BEAMS.SPACING NOT TO EXCEED 8'. 16d common(3'!,"x 0.162 0 16"o.c.face nail
4. MORTAR: ASTM C 270,PORTLAND CEMENT-LIME MORTAR,TYPE S ABOVE Bottom late tojoist,rim'Hist,hand joist or GABLE ROOFS
WIDE FLANGE: A992-GR50 P j ) )
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE HSS: A500-GR B GRADE;TYPE M BELOW GRADE; 14 blocking(not at braced wall panels) I6d box(3'1,"x 0.135');or 12"o.c.face nail
3"x 0.131"nails
VERIFIED BY CONTRACTOR(S)PRIOR TO START OF STEEL ANGLE: A36 5. REINFORCING: I
CONSTRUCTION AND ORDERING OF MATERIALS.THIS PLATES: A36 3-16d box mon x 0./,"x 0.: 2 3 each 16"o.c.face nail °
FOUNDATION HAS BEEN DESIGNED FOR A SOMI BEARING A. HORIZONTAL REINFORCING:WELDED TRUSS TYPE,9 GAGE WIRE WITH IS Bottom plate to joist,rim joist,band joist or 2-I6d common(3'/,"x 0.162");or 2 each I6"o.c.face nail
DEFORMED SIDE RODS.USE IN ALTERNATE LAYERS, 16"o.c. blocking(at braced wall panel) 4-3"x 0.131"nails 4 each 16"o.c•face nail
CAPACITY OF TWO(2)TSF AND GRADES LESS;THAN 5%. B)ALL FASTENERS TO BE ASTM1-325 BOLTS, J"O OR AS SHOWN B. REINFORCING BARS: DEFORMED BARS, ASTM A615 GRADE 60.
CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ON DRAWING C. ALL REINFORCED CELLS AND LINTELS TO BE GROUTED WiTH 3000 PSI 4-8d box(2'/�"x 0.113');or
ARE MET.ALL FILL BENEATH CONCRETE SLABS TO BE NON-SHRINK GROUT. 3-1 6d box /,"1/0.135°0;or COMPONENT AND CLADDING PRESSURE ZONES
COMPACTED TO 95%RELATIVE DENSITY. C)ALL EXPOSED STRUCTURAL STEEL SHALL HAVE TWO PRIME 4-8dRd common(21/,'x 0.131');or Toenail
COATS+1 FINAL COAT OF RUSTPROOF EPDXY PAINT 6. COMPLY WITH PCA"RECOMMENDED PRACTICES FOR LAYING CONCRETE 410d box(Y x 0.128');or
7, ALL HEADERS WTO 9'LONG TO BE SUPPORTED BY SYSTEM.ALL DAMAGED AREAS OF PAINT TO BE REPAIRED BLOCK 16 Top or bottom plate to stud 4-3"x 0.131"nails
DOUBLE UPRIGHTS;9'ANO LONGER BY TRIPLE UPRIGHTS. 3-16d box(3'/,"x 0.135'):or
ALL HEADERS TO BE MINIMUM 2-2 X 8 OR AS SHOWN ON 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE 7. WEATHER PROTECTION: 2-I6d common(3'12"x 0.162');or End nail
DRAWINGS. NECESSARY TO PROTECT THE ENGINEER AND OWNER. A. COLD WEATHER; 3-1Odbox(3"x0.128'):or
HEAT MORTAR WATER AND SAND,ENCLOSE WALLS AND PROVIDE 3-3"x 0.131"nails
8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 19. DO NOT BACKFILL AGAINST THE FOUNDATION WALLS UNTIL TEMPORARY HEAT AS RECOMMENDED. 3-10d box(3"x 0.128'0;or
FLOOR SYSTEM INSTALLATION IS COMPLETE. B. HOT WEATHER; 17 Top plates,laps at corners and intersections 2-16d common(34,"x 0.162);or Face nail
9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS, USE MORTAR WITHIN 1 112 HOURS AFTER MIXING FOR AMBIENT 3-3"x 0.131"nails
SKYLIGHTS,EXTERIOR DOORS,WINDOWS,DECKS AND ETC, 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN 80 DEGREES F OR ABOVE.
3-8d box(2'12'x 0.113');or SIMPSON LSTA24-20 GAUGE RIDGE STRAP
THE BASEMENT(IF APPLICABLE).POSITION ALARMS NEAR plate 2-8d common(2'/,'x 0.131");or S. TOLERANCES: FROM DIMENSIONS AND LOCATIONS IN CONTRACT 18 I"brace to each stud and lite Face nail W/18-10d NAILS-ALL ROOF RAFTERS
10. DO NOT SCALE DRAWINGS. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. DOCUMENTS FOR PLUMB, LEVEL AND ALIGNMENT,PLUS OR MINUS 2-10d box(3"x 0.128');or
1/8" IN 20.FT. 2 staples 1%, 2 X 8 TIE @ EACH RAFTER
11. DESIGN CONSULTANTS OR RECORD ARCHITECT- 21. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND 3-8d box(2'/,"x 0.113');or IN PLACE OF STRAP
WHERE RAFTERS DO NOT LINE UP WITH STUDS:
ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, ON EACH LEVEL OF DWELLING,AS REQUIRED BY THE NEW
9. JOINTS: MAINTAIN UNIFORM 318^WIDTH;TOOL CONCAVE. PROVIDE FULL BED, 2-Rd common(21/,'x 0.131');or
SUPERVISION OR ADMINISTRATION OF THIS YORK STATE BUILDING CODE. HEAD AND COLLAR JOINTS EXCEPT AT WEEPHOLES. KEEP CAVITY CLEAN 19 1"x 6"sheathing to each bearing 2-1 Od box(3"x a 128);or Face nail SINIPSON H2.5 HURRICANE CLIPS @ 16"O.C.
CONSTRUCTION PROJECT.FEDERAL,STATE AND LOCAL AT CAVITY WALLS. 2 staples,1"crown,16 MI%"loing ICE SHIELD UNDERLAYMENT ON EXTERIOR FACE OF PLATE W/5-8d NAILS EACH END
ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE 22. ANY ALTERATION,REPAIR,ADDITION TO OR CONVERSION OF &SIMPSON MSTA24 18 GAUGE METAL STRAPS @ 32"O.C.
RESPONSIBILITY OF THE CONTRACTOR. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW 10. WEEPHOLES: PROVIDE FULLY OPEN HEAD JOINTS AT 2 FT.O.C.ABOVE ALL 3-Rd box(2'/2"x 0.113'):or REQUIRED W/18-10d NAILS
REQUIRES THAT ALL SLEEPING ROOMS IN THE HOUSE BE LEDGES, FLASHING, LINTELS. FILL CAVITY 8"HIGH WITH WEEP BAFFLE 3.8d common(21/,"x 0.131");or
or
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO UPGRADED WITH HARD-WIRED AND INTERCONNECTED
3-10d stay box(3"x crown,
1 0;.,
FACILITATE CONSTRUCTION AND SHALL NOT BE SMOKE ALARMS. MATERIAL 3 staples,l"crow'n,16 gn,I%"long
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 11. INSTALL STEEL LINTELS AND PROVIDE REINFORCED MASONRY LINTELS 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8Face nail
OWNER. 23. THE NEW YORK STATE CODES ALSO APPLY TO ACCESSORY WHERE INDICATED, PROVIDE FULL SUPPORT FOR A PERIOD OF THREE 4-8d box(2'1,'x 0.113'0;or
STRUCTURE DESIGN. (3) DAYS AFTER PLACEMENT. 3-8d common(24,"x 0,131");or
3-10d box(3"x 0.128');or CEILING JOISTS
24. GARAGE DOORS SHALL BE RATED FOR 120 MPH WIND LOAD. 12. COORDINATE INSTALLATION OF FLASHING;PREPARE MASONRY SURFACES1 1 14 staples,1"crown,16ga.,1'/,"long
SMOOTH AND BED FLASHING IN MORTAR. Floor
4-8d box(2'12'x 0.1131;or
13. TIES AND HORIZONTAL REINFORCING:COMPLY WITH CODES;SPACE TIES NOT 3-8d common(2'/2"x 0,131");or 24"
DESIGN CRITERIA MORE THAN 24"O.C.VERTICALLY OR HORIZONTALLY. SEE CONTRACT DRAWING. 21 Joist to sill,top plate or girder 3 l Od box(3"x 0.128 0;or Toe nail PROVIDE 8d COMMON
FOR SPECIFIED SPACING.
3-3"x0.131"nails MAILS @ 4"O.C.AT
EXTERIOR EDGE OF
14. PROVIDE EXPANSION JOINTS NO GREATER THAN 30 Fr.O.C.AT ARCHITECT Rd box(2'/,'x 0.113'0 4"o.c.toe n^fl ALL SHEATHING
GROUND SNOW LOAD -25 PSF. WEATHERING-SEVERE APPROVED LOCATIONS. 22 Rim joist,band joist or blocking to sill or top Rd common(2'/,'x 0.131');or
FIRST LEVEL 40 PSF.LL. FROST LINE DEPTH-36' plate(roof applications also) IOd box(3"x 0.128");or 6"o.c.toe nail WHERE RAFTERS AND STUDS ALIGN:
LIVING AREA 40 PSF.LL. TERMITE- MODERATE TO HEAVY15. ALL CONCRETE TO BE STONE AGGREGATE WITH A MINIMUM 28 DAY 3"x 0.131"nails SIMPSON H2A HURRICANE TIES @ 16"O.C.
BED ROOMS 30 PSF.LL. DECAY-SLIGHT STRENGTH OF 3000 PSI. 1 W/5-8d NAILS a RAFTER,2-8d NAILS PLATE,
EXPOSURE C ICE SHIELD UNDERLAYMENT REQUIRED-YES 3-Bd box(2/,"x 0.113'0;or C @
16. ALL WALLS OVER FOUR 4 FOOT IN HEIGHT SHALL HAVE TEMPORARY LATERAL j 2-Rd common(2'/,"x 0.131 0;or AND 5-8d NAILS @STUD
23 1"x 6"subf our°r less to each joist Face nail
( ) 3-I0d box(3"x 0.128');or
WIND SPEED -140 MPH(3 SECOND GUST) BRACING INSTALLED FOR A MINIMUM OF SEVEN(7)DAYS AFTER ERECTION. 2 staples,I"crown,l6 ga.,1'/,"long APA RATED PLYWOOD To
P _ EXTEND TO TOP OF TOP PLATE HEADER
SEISMIC DESIGN CATEGORY-B 17. ALL DIMENSIONS AND SITE CONDITIONS SHALL BE VERIFIED BY CONTRACTOR
PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS.
DESIGN IN ACCORDANCE WITH AMERICAN WOOD COUNCIL WOOD FRAME CONSTRUCTION ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER- SPACING AND LOCATION
MANUAL FOR 1+2 FAMILY DWELLINGS-ENGINEERED DESIGN METHOD, 18. DO NOT SCALE DRAWINGS, Floor
ACI CODE REQUIREMENT AND NEW YORK STATE BUILDING CODE.
3-i6d box V/,"x 0.135'0;or SIMPSON LSTA36 1 1+4'WIDE
24 2"subnoor to joist or girder 2-16d common(31/,"x 0.162'018 and face Holl 18 GAUGE METAL STRAP
3-16d box(3'12"X 0.135');or (24 rod JACK TUDSS
25 2"planks(plank&beam-flour&roof) 2-16d common(3'/,"x 0.162) At each bearing,face nail
WINDOWS - GLAZED OPENINGS 3-16box(3"common(3'/,"x0.162") 2x6STUDS @16"O-C.
26 Band or rim joist to joist 410 box(3'x 0.128'0,or End nail SIMPSON GAUGE
E TAI8ZMETAL T 11"WIDE
43"%0.1 31"Hai I s;0r 18 GAUGE METAL STRAP
MUST BE PROTECTED VIA: 43"x 14 ga.staples,'/te"crown (c1 JACK STUDS
FOR NEW CONSTRUCTION,EXTERIOR WINDOWS
GLAZING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E- Nail each layer as follows:32"o.e. SIMPSON18 GAUG 14.111d NAILS
ISSUE FOR PERMIT 04/02/18
20d common(4"x 0.192'0;or 1}-WIDE -18 GAUGE
at top and bottom and staggered. METAL STRAP @ 32'O.C.
1686-97 AND ASTM 996-99
-OR- IOd box(3"x 0.128');or 24"o.c.face nail at top and bottom Wt 14-tOd NAILS SEAL:
STRUCTURAL SHUTTERS WITH ATTACHMENT'HARDWARE PROVIDED. 27 Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on apposite sides
layers And: "PLYWOOD SUBFLOOR AILS TON BOTTOM
Wr 6-8d � tEp gRcy
NEW STRUCTURES LOCATED WITHIN ONE 1 MILE OF MEAN HIGH WATER MUST HAVE GLAZING GLUED&NAILED TYPICAL NAILS FOP+BOTT061 @ 16'O.C.
O 2-20d common(4"x 0.19_0;or (TYPICAL) s
Face nail at ends and at each splice PROVIDE SOLID BLOCKING j Gt1ES0 "A
01
CONFORMING TO WIND ZONE 11. 3-1Od box(3"x 0.128'0:or (7 / .e�
EDGES-
3.3"x 0.131"nails 11 STALL
LTWO BAYS OF JOSS NAIL SHEATHING TO d TOP OF FOUNDATION `�
PROTECTIVE PANELS AVAILABLE FROM: 4-16d box(31/,"x 0.135');or SILL PLATES = m -A
CLEAR SHIELD HURRICANE&SECURITY PANELS(631.287.5060) 3-16d common(3'/,'x 0.162"):or 8d NAILS @ 4"O.C. r«s
.OR. 28 Ledger strip supporting joists or rafters 4-IOd box(3"x 0.128');or At each joist or rafter,face nail
QUICK-GUARD STORM PANELS(631.287.5330), 4-Yx 0.131"nails FLOOR JOIST FLOOR JOIST
ALL PROTECTION PANELS TO BE IN COMPLIANCE WITH LARGE MISSILE TEST OF ASTM E 1996 29 Bridging to joist 2-10d(3"x 0.128") Each end,toe nail f
AND ASTM 1886,AS NOTED IN NY STATE RESIDENTIAL CODE. spaclNG of FASTENERS
i.j
DESCRIPTION NUMBER AND Informedlata °. a' s 3''.':- . • �� 029
ITEM OF BUILDING ELEMENTS TYPE OF FAS AND Edges 5/8 X 12"A.B.@ 32"O.C.&12"FROMtCORNERS p ,- �2-2 X 6 ACID '•'• ' y.' •;�_,.•
Inches" supports" _ ..
( ) (inches) COUNTERSUNK W/3 X 3 X-1 WASHER SILL PLATE 1 , �'• 71 : .• :,. ,.,;.•' F
Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to traming " • :r'••• '' '•":±•• x• •; •'_ ^' �, •% .
[see Table 8602.3(3)for wood structural panel exrerforwall sheathing to wall framing] SILL SEALAND - y'' • -• •'" ! a
SEE FOUNDATION DWG- ''t:. " •'•'.. •.
30 /"- /" 6d common 2 x 0.113')nail(suhlloor,wally 6 12r :*:'
TERMITE SHIELD �'. '•';' '� • °r• ,, •.
r r ( FOR DESIGN �' e
e : Rd common(2'/,"x 0.131")nail(roof) '• 4.• ••
31 9/„"-l" Rd common nail(2'/,"x 0.131') 6 12' PROJECT NO.1704
32 I'/e"-1'/�" 10dcommon(Y x 0.148")neil;or 6 12 SECTION E L EVAT i O N
8d(_/, x 0.131')deformed nail
220 OLD HARBOR ROAD
Other wall sheathing"
33 I/2"structural cellulosic fiberboard Iia galvanized roofing nail,'/h"head 3 6 HOLD DOWN + SHEAR CONNECTION CRITICAL PATH NEW SUFFOLK, NY 11956
sheathing diameter,or 1"crown staple]6 gs.,1%,"long
34 "/,,"structural cellulosic I-%"galvanized roofing nail,'l""hcad diame- 3 6
fiberboard sheathing ter,or I"crown staple 16 ga.,l l,"long
35 '/2"gypsum shenthinge I1/3"galvanized roofing nail;staple galvanized, 7 7
1/2"long;1 1,"screws,Type w or S
DRAWING TITLE:
36 ole"gypsum shesthins? h/4"gal vanzed roofing nail;staple galvanized, 7 7
1/s"long I'/e"screws,Type W or S
Wood structural panels,combination subfloorundeNaymenttoframing Structural Notes)
37 �/"and less 6d deformed(2"x 0.120")nail;or 6 12
" Rdcommon(2/,"x0.131' nail Diagrams & Schedules
i 39 '/e„-1" Rd common W/2"x 0.131")nail;or 6 12
8d deformed(2'/,"x 0.120")nail
I 39 1'/"-1'/" 10d common(3"x 0.148")nail;or 6 12
V/.- Rd deformed(2'/,'x 0.120")nail
For SL i Inch=25.4 mm,I foot 304.8 mm,I mite per hour 0.447 nils;l ksi a 6.895 MPs.
DATE: 04/02/18 DWG NO.:
SCALE: AS NOTED S-001 DRAWN BY: NCL
220 OLD HARBOR RD, NEW SUFFOLK, NY
ARCHITECTURAL DESIGN BY:
BARBARA/ ^ / 2 R
20 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
/ / \ ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
/
STRUCTURAL ENGINEER:
/ / 2 2 S.L.MARESCA&ASSOCIATES
STEVE MARESCA
A301 CONSULTING ENGINEERS
188-07 W. O
NTAUK HAMPTON BAYS,NY 11HIGHWAY
631.728.9480
REINFORCED CONC. FOOTING
8"CMU W/4" BRICK ON 12"CMU
BRICK RETAINING WALL, EXTENDED
FROM BRICK FACED FOUNDATION. SCREED COAT OVER CONT.
LENGTH DETERMINED BY GRADE. VAPOR BARRIER
/ -------------- ------------------- ---
-i
Y l
I
4"
I 1
Af
i A301
I I I
i 5-8 REINFORCED CONC. FOOTING
I
8" REINFORCED CMU FOUNDATION WALL
/ I I (N) CRAWL SPACE
/ ALIGN i " .,: i i u:' I I i 4"THICK REINF. CONC. SLAB OVER CONT.
I I 2x10 FJ @ 16 O.C.
VAPOR BARRIER OVER GRAVEL OVER
SCREED COAT OVER CONT. I I I I COMPACTED SOIL
VAPOR BARRIER I I I
I ,.'
L-- ---------- - ---- --------------------------
�� LINE OF(E)WOOD i :r i i �1F I I tr":>,,:.;,�1,;:.:;':...>:`•.". :; ,...::.." .., ,."
JDECK ABOVE ;•,:" ., ?�:<:;:,. .... , .., >, �. :;:..:-: ;�: :: I
:".. I T-0" i 1 I r---------------------------------- ----------, 1
1le
(E) DECK PIERS tA202 t -- ---j... �--- __-- - - --- --J A2022
I
L_j L-J L-J I r- ---------------- --------------
" II --- i i -------- --- L_ J UP 3)2x 10 ACCESS PANEL
U I I II 1I
I
�_ I
(E) CRAWL SPACE 1
U- I
ZI U I .
Z i ii nay p = 01 = O
(N) CRAWL SPACE U)i i� I -
SUB-PANEL i� I i � LU iL—jM D D (N) BASEMENT i i I
o UI I r o r o - :
In 10'-11 ' 4 ¢ I LL
Nz N0z2o . ^:
o � 1
TANK i i i i N M M N
•
I
UNDERPIN (E) �- --- ----------
T-0" FOUNDATION AT
(N) BASEMENT
ACCESS PANEL I
I I
X- 11
----------- ------ --------------------------- ----------
T-0" 71 I 1
ACCESS PANEL -------- -------- --------------------------------------
O O
PROVIDE#5 REBAR DOWELS e 5'-0" 18'-10" (VIF)
18"LONG EMBEDDED 6" INTO I
EXIST. CONC.
REINFORCED CMU RETAINING
(E) BASEMENT 15 S/DEYgRD
(E) CRAWL SPACE (E) CRAWL SPACE WALL FOR WATER MANAGEMENT SETggCK
AT WELL WINDOW I
- FURNACE I
I
O O
LINE OF (E) GARAGE
- - — — — - ---I
— — — — — — — — — — — — — —r— — — — — —
I I
O O O I I
ISSUE FOR PERMIT 04/02/18
SEAL:
ED AR
GNEsoN�Cyi�
� I
N
0 4�
li it i I F
PROJECT NO.1704
220 OLD HARBOR ROAD
NEW SUFFOLK, NY 11956
DRAWING TITLE:
- - Foundation Plan
A201
FOUNDATION PLAN
SCALE: 1/4"= 1'-0"
DATE: 04/02/18 DWG NO,:S-101 SCALE: AS NOTED
DRAWN BY: NCL
220 OLD HARBOR RD, NEW SUFFOLK, NY
V ARCHITECTURAL DESIGN BY:
BARBARA SCHNITZLER
220 OLD HARBOR RD
NEW SUFFOLK, NEW YORK 11956
ARCHITECT OF RECORD:
LEE&CHESONIS DESIGN
NIDA CHESONIS LEE
14 VERONA STREET SUITE 3D
BROOKLYN, NEW YORK 11231
718.330.0471
STRUCTURAL ENGINEER:
2 2 STEVE MARE CA ASSOCIATES
A201 A301 CONSULTING ENGINEERS
188-07 W.MONTAUK HIGHWAY
HAMPTON BAYS,NY 11946
631.728.9480
4x4 POST W/MPB44Z POST BASE.
GROUT OPEN[NG IN CMU SOLID AT
HOLD-DOWN LOCATIONS. POST TO BE 11'-112" (VIF)
/ CONTINUOUS FROM FOUNDATION TO
HEADER W/SIIMPSON-AC4 POST CAP. (2) 1-3/4"x 11-1/4" LVL HEADER
AT 2x6 WALL
NON-STRUCTURAL POSTS
/ w
c�
� NOTES:
w MIN. HEADER(2) 2x8
Cr APB =ANTHONY POWER BEAM
= O =
J J 0 J J
J Q N J Q
M m I 18'-10" (VIF) 1
2x8 RR 2x8 RR ~ 18'-42" A301
ALIGN v I
x '
C? h"' I
r r IN N
(3)2x8
10'-6" v 2x6
�r
5'-51" --- - „ ----I ---
�I (3)2x6 POST
XI 2 I
1 NI 2
— ————— " - - � __ - �, —— O A202
T
I I _ 2x6
I rIN
M
I 2x8 RR 2x8 RR I o o
I 0° > N
X J
N I 5-1/2"x 11-7/8"APB RIDGE rN
c� 2x10 RIDGE bco
X X
I� N N M I I r r r
co ( CENTERED
�I I ON OPENING _ I �
❑ o O
� � ❑�_ (2) 1-314"x 11-1/4" LVL N (3)2x4 TO RIDGE cr°
2x6 @�
TFIx I
I �
J I N
L--=- - --- --- ' --- —2x6_
PROVIDE 2x8 PLATE ON 2x8 PLATE
❑--� F__ TOP OF(E) ROOF
z
X
❑ w
EXISTING RIDGE
----- 12'-0" (EXISTING,VIF)
I
ISSUE FOR PERMIT 04/02/18
SEAL:
,.c, ED ARC
No
P oHESoN�s'y�j�
yj. 02 q0 ,
i
O
i
PROJECT NO.1704
220 OLD HARBOR ROAD
NEW SUFFOLK, NY 11956
DRAWING TITLE:
— - Framing Plan
A201
First Floor
FRAMING PLAN, FIRST FLOOR
SCALE: 1/4"= 1'-0"
DATE: 04/02/18 DWG NO.:S-102 SCALE: AS NOTED
DRAWN BY: NCL