HomeMy WebLinkAbout51984-Z of souryo`o Town of Southold
* * P.O. Box 1179
0 53095 Main Rd
`��voHrr� i Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46313 Date: 07/09/2025
THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE
Location of Property: 640 Diedricks Rd Orient,NY 11957
Sec/Block/Lot: 18.-3-25
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/01/2025
Pursuant to which Building Permit No. 51984 and dated: 06/09/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Accessory shed as applied for.
The certificate is issued to: Dale Weiner,Mitchell Cohen
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 25-100686 06/25/2025
PLUMBERS CERTIFICATION:
Aut r' ed ignature
ofSObTyo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
• oa TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51984 Date: 06/09/2025
Permission is hereby granted to:
Dale Weiner
454 W 46th St Apt 4AN
New York, NY 10036
To:
construct accessory shed as applied for.
Premises Located at:
640 Diedricks Rd, Orient, NY 11957
SCTIVI# 18.=3-25
Pursuant to application dated 05/01/2025 and approved by the Building Inspector.
To expire on 06/09/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $305.00
CO Accessory $100.00
Total $405.00
Building Inspector��
Certificate of Compliance
.........................................................I............................................................................................................................
CERTIFIED ELECTRICAL INSPECTIONS, INC.
188 PARK AVENUE
AMITYVILLE, NY 11701
..P: (631)'598-5610
....................................................I........................................................................................................................................
CERTIFIES THAT nn
E
Upon the application of' Upon premises owned by [n)D
Paul Burns Electrical Contractors Dale Weiner
275 Town Harbor Lane 640 Diddricks Rd JUL - 3 n?5
Southold, NY 11971 Orient, NY 11957
Located at: 640 Diedricks Rd,
Orient, NY 11957
Application Number#: 25-100.686 Certificate#: 25-100686
Electrical License#:
Section: 18 Block: 3 Lot: 25 'Building Permit#: 51984
Described as a Residential occupancy, wherein the premises electrical system,consisting of
electrical devices and wiring, described below, located Won the premises at:
Accessory Shed
A visual inspection of the premises electrical system, limited to electrical devices and wiring to
the extent detailed herein, was conducted in accordance with the requirements of the applicable
code/or standard promulgated by the State of New York, Department of State Code Enforcement
and Administration, or other authority having jurisdiction, and found,to be in compliance therewith
on the 25th day of June 2025
Name QTY
Duplex Receptacle-15 Amp, 120V 7
Fixture Outlet- 15 Amp, 120V 2
Paddle Fan - 15 Amp, 120V 11
Switch - 15 Amp; 120V 3
Recessed Fixture- 15 Amp, 120V
ARC-Fault- 15 Amp, 120V 2
Electrical Inspector: Anthony Giordano
,J
% pF SOUTyO
# # TOWN OF'SOUTHOLD BUILDING DEPT.
o Nam 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] RO GH PLBG.
[ -] FOUNDATION 2ND [. ] SULATIIOOWCAULKING
[ ]- FRAMING /STRAPPING [ .FINAL 506
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: 0 &
DATE INSPECTOR
rl,'OUNDA,riON
D INSPECTION REPORT DATE�-
COMMENTS
(IS'I') -
�^1
VOUNDATION (2ND) Cn
�.
ROUGH FRAMING &
PLUMBING
C�-
INSULATION PER N. Y. - --- - - to
S'1'A"1'1r ENERGY CODE
h IN AL
ADDITIONAL COMMENTS E
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
=o Gy= Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631) 765-9502 hl!ps://www.southoldtownnLgOv
Date Recemed
APPLICATION FOR BUILDING PERMIT
a
For Office Use Only
PERMIT NO. Building Inspector: MAY 1 2025
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNER(S)OF PROPERTY:
Name:Dale Weiner SCTM#1000-0 18-03-25
Physical Address:640 DiedriCkS Road, Orient NY 11957
Phone M I Email:
Mailing Address:454 W. 46th street, Apt 4AN, NY NY 10036
CONTACT PERSON:
Name:Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 TEm�ll-c@rigasco.com
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischefti P.E.
Mailing Address:1725 Hobart Road, Southold NY 11971
Phone#:631-765-2954 Email:joseph@fischeffi.com
CONTRACTOR INFORMATION:
Name:Constantine Rigas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 1 Email:C@rigasco.com
DESCRIPTION OF PROPOSED CONSTRUCTION
[]New Structure ElAddition ElAfteration ORepair DDemolition Estimated Cost of Project:
lgotherAcceswry shed $40,000
Will the lot be re-graded? DYes R No Will excess fill be removed from premises? RYes 0 No
PROPERTY INFORMATION
Existing use of property:Single Family Intended use of property:Single Family
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes®No IF YES,PROVIDE A COPY.
19 Check Box After Reading: 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 na e): BAuthorized Agent ❑Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF )
`W v being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)dbove named,
(S)he is the A,���
(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
ti day of
Notary Public
CONNIE D.BUNCH
Notary Public,State of New York PROPERTY OWNER AUTHORIZATION
No.01 BU8185050
Qualified in Sutfolk`,County (See separate owner authorization)
Commission Expires April 14,2��
2
11i1111s1111er jklin ytetl Asti
AUTHORIZATION
(Where the applicant is not the Owner)
1,Aide 11"ciner,residing at 64®Diedricks Road,OHent NY 11957 do hereby authorize Constantine Riga,;U.
aMly on my behalf to the Southold Building Department for any and all needed permits.
NQ�,
(Owner's Signature) (Date)
(Print Owner's Name)
Albert J. Krupski, Jr. ��°Su FFQp S'7C'01K1\\l[WA\' 1E1K
SUPERVISOR y
Z 1\\4ANAG1E1\\111ENT
]EI\\I[]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 I'
53095 Main Road-SOUTHOLD,NEW YORK 11971 �
o . . Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT j
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
i
NAME: co 0. &Vn42 Date:
-(Print)
(Signature)
Contact Information: �-
�i (E-Mail&Telephone Number)
i
Property Address / Location of Construction Site:
1000
6R C) Q�R C�Xc\�& S.C.T.M.
District
I. -o
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �
I; ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required !
Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required !
❑ - Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Discharges Directly !I
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit l'I
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. li
❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold ill
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN !j
a S.P.D.E.S. Permit through the Southold Town Engineering Department
Prior to Issuance of a Building Permit. il
Reviewed By: Date: LI? 1 I
?FORM # SMCP-TOS December 2024 p C P
}
REAR
RIGAS18'
IF -- - - - - - - - - - - - - - - - - - - - -- -
DESIGN/BUILD
2x6 Wall Framing 36x60 3640 I — —
Casement casement
3/4"COX Wall&Roof Sheathing
Blueskin Underlayment with
v
1X6 TO YJ STK Cedar Siding 6
Asphalt Roofing Shingle
Full Ice&Water on Roof over full Joseph F i s e h e tt i P.E.
with Asphalt Shingles 12 I Ice&Water Barrier on
tV
*k 3/4"GDX Sheathing,
Galvanized Anchor Bolts tL
with Washers and Plates Double 2x6,posted to ridge o I Gutters and Leaders to PROFESSIONAL ENGINEER
O
I as�codebetween windows j� c I match home
cV
of E.
(2x)1 3/4"x 14"LVL Ridge 5TK cedar Siding with
0 o I Blueskin Underlayment,
3/4"GDX Sheathing and
v �
(2x)1 3/4"x 9 1/2"LVL Header I 2x6 Stud Wall(Typ)
at all windows and doors 12 I 4/28/25
# I 2x6 ACQ Sill Plate
New 18 x 20' b I Termite Shield&
A
O 5111 Seal -
AccessoryShed X I — — — -
F PG Wall with#4 4"concrete slab,reinforced over
rebar horizontal compacted soil and RCA base -
:o
28x60 Do ble Entry 28x6o I and vertical + m
Casement Casement I ACCESSORY SHED
L��� 16"x F footng with
L — — — — — — — — — — — — — — — — — — — — — —J keyway and( #4rebar
640 Diedricks Road
Orient NY 11957
FRONT
PLAN FRONT ELEVATION / 5EGTION
50ALE: 1/4" = 1' 50ALE: 1/4" = 1'
PROJECT TEAM:
Designer/Builder
LD AS NOTED
DATBp# RIGAS CO
FEEBy. 22260 main road, orient ny 11957
NOTIFY BUILDING DEPARTMENTAT �.�'� 631 323 8022
R�yCI�PANCI� ®� c@rigasco.com
631-765-1802 8AMT04PM FOR THE USE IS UNLAWFUL
0000 FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED WITHOUT CERTIFICAt`
FOR POURED CONCRETE
2. ROUGH-FRAMING&PLUMBING OF OCCUPANCY Engineer
& INSULATION
4. FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O
ALL CONSTRUCTION SHALL.MEET THE Joseph Fischetti, P.E.
REQUIREMENTSOFTHE CODES OFNEW Provide windborne debris 1725 Hobart Rd, Southold NY 11971
YORK STATE NOT RESPONSIBLE FOR protection for new exterioi 631 7652954
DESIGN OR CONSTRUCTON ERRORS glazing on buildings as pe
COMPLY WITH ALL CODES OF NYS Code.
NEW YORK STATE &T WN CODESw...z..,
AS REQUIRED AND C NDITIONS OF
SOUTHO TO'r"JN ZBA .. RETAIN STORM WATER RUN FF
PURSUANT TO CHAPTER 23 SOUTH 'LD TONJN?CANNING BOARD OF THE TOWN CODE.
SO OLD TOWN TRUSTEES "
N. DEC
UTHOMHPC Scale as Noted
SCHD
ELECTRICAL
LEFT & RIGHT ELEVATION REAR ELEVATION INSPECTION REQUIRE
5GALE: 1/4" = 1' 5GALE: 1/4" = 1' O r��.=P,
All exterior lighting ` 0,,
" . .. . F
installed,replaced or
repaired shall conform
to Chapter 172 , _$
of the Town Code O. C57 '. "
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES' in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT
70E-NAIL
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMON JOIST 70E-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES RIGAS
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS STORAGE NO
( ) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH IJI80
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) DESIGN/BUILD
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR WALLS AND PARTITIONS H/180
INTERIOR(LIGHT FRAME)WOOD WALLS 10
COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS L/360
meets current federal,state,countyand local codes,ordinances and regulations.etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) Bo$ CEILINGS(PLASTER,STUCCO) Ll360
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the
FIRE ESCAPES 40 CEILINGS(GYPSUM) 1,1240
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE GUARDS AND HANDRAILS 200 CONCRETE WALLS(6"THICK) 85
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS l/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SO.IN.20001bs EXTERIOR WALLS(PLASTER,STUCCO) H/360(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) W20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 Joseph F• •
I s c h ett I, P.E.
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QN SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE 2-16d COMMON PER FACE NAIL PROFESSIONAL ENGINEER
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE PER
SEE NOTE:1 LOAD PATH SEE CONSTRUCTION D PATH CONNECTION TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
corners.
5).Refer to the Window and Door schedule for exterior openings. INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
7).The General Contractor is to consult with the owner for all built-in items $1'P P HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 4/28/25
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
' LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE -
P Y• TO HEAVY MODERATE
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
concrete or mason walls occurin in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
tY $ 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 Sd COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1.3
9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE SEE NOTES:1 (BOTH FIELDS)
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL ACCESSORY SHED
6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES
7).Dam roof exterior of foundation with bituminous coating as required b current DECK AND COVERED PORCH NOTES: 3-8d COMMON
PP $ q Y TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END 640 D i ed ri cks Road
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
Orient NY 11957
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck Joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
F RAM I N G NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
ROOF SHEATHING: For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at TO o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
) $ P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD PROJECT TEAM.
Be l Unless otherwise noted,all bearing wall headers to e(th o where needed. GYPSUM 7" O.C.EDGE 2x10 +BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON ) $ q AS PER TABLE 3.9 1 .For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment re uirements shall Designer/Builder
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE be used.
6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. R I GAS CO
on plans. WALLBOARD 10"O.0.FIELD
2 Verify septic stem with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 22260 main road orient ny 11 957
7).Provide 2-1-3/4"thick microlams(height to match Floor joists)around stairwell and/or )• fY P• Y $ ty p PP FLOOR SHEATHING s
other access openings unless otherwise noted(typical). �3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QTY AND A K ANCHORS WITH Z-MAX
SPACING I).PROVIDE 5/8"TYPE-X SH FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 631 323 8022
2).USE SIMPSON HANGERS AND A TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. C@ rI g aSCO•CO ill
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
MIN.4a"SILL-AFF
(5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NYS Residential Code R302.11-FIREBLOCKING REQUIRED
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction In the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. 1).In concealed spaces ofstud walls and partitions,including furred spaces,at the ceiling and floor Engineer
equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1 .Nailin re uirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. ) $ q g SOIL COMPACTION: using parallel rows of studs or staggered studs.
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits. Joseph F I S C ett I P.E.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings.
ELECTRICAL NOTES' shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be Installed members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 1725 Hobart Rd Southold NY 11971
over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. s
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT IT LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 631 7652954
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.members,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced to]-16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
ICOVERTOP
Scale as Noted
00+ Y
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDSRIGAS
\
RAFTER WALL STUD
END CRIPPLE STUD
BOTTOM PLATE DESIGN/BUILD
RIDGE
LEDGER BATHTUB
HEADER
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR !ADS5
UMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. S5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Joseph i=ischetti, •E CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA72 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 0. STRAP APPLY OVER RIDGE TO EACH RAF JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / 9 / 9 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X70 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
PROFESSIONAL ENGINEER
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
HIMNEY AS REQUIRED
RIM BOARD RAFTER
WALL SHEATHING RAFTERS MAINTAIN
SILL PLATE(S) , VENTILATION
SIDEWALL FLASHING WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA 4/28/25
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
�•,• THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT
4" — 8" LSTA24 1-1/4•'x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 0-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER ACCESSORY SHED
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
/ EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
W°°° JOIST 640 Diedricks Road
TOP PLATE
GIRDER/HEADER Orient NY 11957
SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048.00 WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8' LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2-
ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C.
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
CONFORM TO SLOPE
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE PROJECT TEAM:
TERMITE SHIELD I r SUBFLOOR
SILL GASKET —WOOD JOISTS
NEOPRENE
CONC. SLAB
TYP. CONC. FOUNDATION ( A 6 MIL. POLY V GASKET �•� /r 2x6 /2x8 CONTINUOUS WOOD PLATE
DAMPPROOF EXTERIOR
6MIL POLY ON EXTERIOR \• GRANULAR FILL � I BOLTED STEEL BEAM WITH
' I 1/2 " DIA.A. BOLTS 048" a.a. STAG. Designer/Builder
V � STEEL COLUMN !•O
e A a • a e �e ROOF JACK ��
v CONC. SLAB •O m. �\ STEEL BEAM
A ANCHOR BOLT EMBEDMENT:ea•a Z� I ,,'
!•� POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL
COMPACT FILL I = ROOFING LAPS RIGAS CO
•p i / " i I e BLOCK WALL: 15" TOP AND BOTTOM PLATE
V ' • d • FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING a e P �!•p CONC. FTG. •p , �•p �'e' SIDES AND TOP
USE WITH 3x3 SQUARE WASHERS ' 1/2- GROUT
• > > ;O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) 3/STEEL COLUMN
22260 main road, orient ny 11957
0 REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT
DRAIN TILE p • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) 631 3238022
SILL PLATE TO FOUNDATION 1 STORY 72" OC ROOFING AT BOTTOM c@rigasco.com
CRAWL SPACE OR FOUNDATION
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION
SLAB— RADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
I F SUBFLOOR Engineer
CONC. SLAB I DOOR FRAME
6X6 10/10 WWM GARAGE --i O,-JOIST
COMPACT FILL DOOR
I USE 2X8 STEEL BEAM
FOR BLOCKOUT 4' SLAB Joseph Fischetti, P.E.
• P.T. PLATE W/ 6X6 WMM \I ' SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1725 Hobart Rd Southold NY 11971
1/2" AIR SE < 1 • . .7 1 2• (WITH A NAILING PLATE IF NEEDED)
' ' . ' '•'�A'' AT END AND .,• • BE
tJ•p ES OF WOOD �A ♦ •• .�•• ••• • ST°EELL BEAM OTOIALLOW FOR SHRINKAGE 631 7652954
GRA • a '''""a'"�""'�'".""• • • K •.�'� , BEAMS •e0 a .O •• ••. (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
d . 4 4 O
'A .C%'C t!• .•' O 4 . . ..
12" G � � 6X6 W.W.M. •- _a- -G '+••- Q- e•• -��I � _
MIN. Q,j° •p '• �'p t's ^' •• "W�NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM C p ' 0 e•
•� A REINFORCING BAR t •. NOTCH EQUALS 1/4 DEPTH OF BEAM e0 0 e' a II—II OSTLOOR
•O REINFORCING BAR • • e '
DRAIN TILE L4 ►I C TEEL BEAM
=
12" 's SHEET METAL / 30# FELT UNDER BEAM AT POINT • ��' �• �• S
OF CONTACT WITH CONCRETE OR CONC. BLOCK _
�-t 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAM
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
Scale as Noted
� O
S.C.T.M.# DISTRICT 1000 SECTION 18 BLOCK 3 LOT 25
IN,
MOH. \//
\ O
90
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FOAL
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ADD PROP. ACC. SHED 04-30-25 \ •�',°
FND. LOC. 12-18-24 \\
AREA: 105,759 S.F. or 2.43 ACRES ELEVATION DATUM:
UNAUTHORIZED ALTERA770N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77DN
LISTED HEREON, AND TO THE ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE \IN, /
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDI77ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS \
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY IN, /
SURVEY OF: DESCRIBED PROPERTY 0V New' CERTIFIED TO: DALE WEINER; /
MAP OF: PTr�N w,->��o � MITCH COHEN;
FILED:
SITUATED AT: ORIENTcr
TOWN OF: SOUTHOLD
,SUFFOLK COUNTY, NEW YORK �� �� KENNETH M WOYCHUK LAND SURVEYING, PLLC
Professional Land Surveyingd Devi
an gn 774E WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
P.O. Boa 153 Aquebogue, New York 11931 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS
FILE # 224-141 SCALE: 1"=30' DATE: NOV. 1, 2024 'N.Y.S. LISC. ` PHONE (831)298-1588 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS.
C.NO. 050882