HomeMy WebLinkAbout51984-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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
SCTM# 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 — �
i@
TOWN OF SOUTIECOLD—B1llILB!l(NG DEPARTMENT
Town Nall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631) 765-9502 littps://www.sotjth )ldtowiiny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
V'.
PERMff NO. 51 Budding Inspector: MAY 1 r.P,y-
J
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#1000-018-03-25
Physical Address:640 Diedricks Road, Orient NY 11957
Phone#: 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 Email:c ,rigasco.com
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischetti P.E.
Mailing Address:1725 Hobart Road, Southold NY 11971
Phone#:631-765-2954 Email:Joseph@fischetti.com
CONTRACTOR INFORMATION:
Name: '
Constantine Rlgas
Mailing Address:22260 Main Road, Orient NY 11957
Phone#:917-509-8751 Email:c@rigasco.com
DESCRIPTION OF PROPOSED CONSTRUCTION
[--]New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
WOther ryshed ao,000
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? WYes El No
1
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 igNo IF YES,PROVIDE A COPY.
J Check Box After Reading: Theowner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter Z36 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 builydings,,
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.
n
per.. (Authorized Agent ❑Owner
Application Submitted By(print 7na e): C `,"�. �
Signature of Applicant: Date:
STATE OF NEW YORK
SS:
COUNTY OF )
.being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)Jbove named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ) 'i
Notary Public
CONNIE D.BUNCH
Notary PublIC4 State of Now York PRO PERI Y OWNER AUTHORIZATION
No.01BU01860S0
Qualified in Suffolk bounty ,(See separate owner authorization)
Commission Expires April 14� Ll'
2
(Where the Applicant is not the()wner)
1.[Ue N ciner,residing at 64ODiedrickv Road,Orient NY]]957 do hereby authorize Constantine Riga3 tr)
aMly on my behalf to the Southold Building Department for any and all needed permits.
M
(Owner's Signature) (Date)
42, >�
(Print Owner's Name)
_t � �9
Albert J. Kru ski Jr. SiJFFQ PTO RIMMAT]ER
SUPERVISOR 1\\4A\INAG]EMLENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORATER MANAGEMENT REFERRAL FORM
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- — - - - - - - - - - - - - — - - - - - - - - — - - - — -- - - - — - -
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: k,�Z Date: -< At
(PrrntP
G�iy�pvuufafiu^rv$
Contact Information: `
(G-Mail&Telephone Number)
Property Address / Location of Construction Site:
S.C.T.M. #: 1000
District
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- 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. Pernilt is Required
- Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
- Area of Disturbance is Greater than 1 Acre & Storm-water Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit throu h the Southold Town En ineerin De ai°lmo'k
Prior to Issuance of a Building Permit.
Reviewed By: Date:
FORM # SMCP-TOS December 2024 C
REAR
SSe,SSA-5
18' Sl URIGAS
_ _ _ _ - - _ _
I I `'.3'02 5 DESIGN/BUILD
2x6 Wall Framing 36x60 36x60
Casement casement
3/4"COX Wall&Roof Sheathing
IBlueskin Undertayment with _ I
1X6 TO VJ 5TK Cedar Siding 6
Asphalt Roofing Shingle
Full Ice&Water on Roof a I over full Joseph Fischetti, P.E.
with Asphalt Shingles 12 Ice&Water Barrier on
U I 314"COX Sheathing,
Galvanized Anchor Bolts A
with Washers and Plates Double 2xb,posted to ridge I Gutters and Leaders to PROFESSIONAL ENGINEER
0
as per code between windows x I match home
c � c
�E I -
M o m cfJ
F m
W� a
I (2x)1 3/4"x 14"LYL Ridge I 5TK Cedar Siding with
E E Blueskin Underlayment,
�� �
m v0 m @ I 3/4"COX Sheathing and
U U
(2x) 1 314"x 9 1/2"LVL Header I 2x6 Stud Wall(Typ)
at all windows and doors I 4/28/25
12 �
# I 2x6 AGO Sill Plate
New 18' X 20' 6 n I Termite Shield&
0 77 . --r"777 . 1
5ill Seal
x
Accessory Shed N I 8"PG Wall with#4 4"concrete slab,reinforced over
p rebar horizontal
compacted soil and RGA base
28x60 Double Entry 28x60 I and verticalL
casement Casement ( ACCESSORY SHED
— I 16"x 8"forting with
L - - - - - - - - - - - - - - - - - - - - - J keyway and,'2)#4 rebar
640 Diedricks Road
Orient NY 11957
FRONT
PLAN FRONT ELEVATION / SECTION
5GALE: 1/4" = 1' 56ALE: 1/4" = 1'
PROJECT TEAM:
Designer/Builder
RIGAS CO
22260 main road, orient ny 11957
631 3238022
c@rigasco.com
Engineer
Joseph Fischetti, P.E.
1725 Hobart Rd, Southold NY 11971
631 7652954
Scale as Noted
LEFT & RIGHT ELEVATION REAR ELEVATION
5GALE: 1/4" = 1' 5GALE: 1/4" = 1' `. �Af
Al
1dh.
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
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 feu 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 TOE-NAIL BUILDING HEIGHT SEE PLANS
• TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION ( )
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA UNIFORM 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 CEILING JOIST 8'WALL:3-8d COMMON EACH ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-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(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180
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
m
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H480
The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: .4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR( )
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studdss above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3 LIGHT FRAME STEEL WALLS s FLOORS I/360
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 TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8-THICK) so CEILINGS(PLASTER,STUCCO) W4L/360
should be adhered to even if in variance with the plan. y P FIRE ESCAPES ao CEILINGS(GYPSUM) I/240
P 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 20o CONCRETE WALLS(6"THICK) 85
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS I/240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(11301.5)PER 20 SQ.IN.20DOlbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
PASSANGER VEHICLES 50
4 WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). )• TO RAFTER END NAIL
First wall studs shall be connected to the foundation,Sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120 • •
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: STAIRS SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) V600 Joseph F I s c h ett I ll F.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
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 NAIL
TY I 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. spacingis to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL PROFESSIONAL ENGINEER
P2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOO' SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA.SICE 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
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 2-16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP STUD O.C. NAIL
attached with 8d common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and FIRE PROTECTION Ym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
FACE O.C.7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"D.C.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
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 HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 SPUD 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 II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type If 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
BLOCKING FOO- SEE NOTE:1,2OC JOIST OR B O D JI L K
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. EN GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4/28/25
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 HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
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 QTY. SPACING NOTES
MODERATE SLIGHT TO -
20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
2.4.4.2 and 2.2.4 respectively.
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).An new concrete walls being attached to existing concrete structure shall Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE
Y g g with table 3.5.Window sill plates shall be have steel connectors In accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"D.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 TO JOIST 2-8d COMMONEND NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 6"O.C. SEE NOTES:13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS
o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.G. ( )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMON co @
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one ACCESSORY SHED
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3
8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES
JOIST ON LEDGER PER TOE
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON 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 gafvinized 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,
BAND JOIST TO: J
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. 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 D.C.nail spacing assumes sheathing attached to rafter/truss framing members with 6>0.49.
Orient NY �Q
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"xl2"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Use a minimum 1 rc dia x 8"long anchor bolt with washers and nuts.Footings Shall rd 3 ft. framing members with 0.42<G<0.49,the nails spacing shall be reduced to 3 Inches D.C.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 g P g
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 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING where needed. GYPSUM 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) P ROJ E CT TEAM.
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
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. WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES
7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and GO 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 AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall Designer/Builder
5).All flush beams/headers to be installed with heavy duty gafvinized hangers and PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 6d COMMON 3"O.C.EDGE
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 D.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 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches D.C. R I GAS CO
on plans.
WALLBOARD 5d COOLERS 10"O.C.FIELD
7).Provide 2-1-3/4"thick microlams height to match floor joists)around stairwell and/or 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 22260 main road, orient n 11957
other access openings unless otherwise noted(typical). j ) FLOOR SHEATHING: 631 323 8022 Y
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION I).PROVIDE TYPE-X NG RS AN AN FIRE STOPPING AT T MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fi' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. C@rlgaSCO.COfTI
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
HVAC SYSTEM NOTES 1"OR LESS 8d COMMON I2"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 D.C..Use solid blocking in floor joists MIN.44"SILL-AFF
under all bearing walls. NOTES' NYS Residential Code providR302.1ed
- cut o OCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Flreblocking 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 of stud walls and partitions,Including furred spaces,at the ceiling and floor Engineer
equipment supplier. levels.Concealed horizontal furred spaces shall also be flreblocked at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking In walls constructed
1).Nailing requirements are based on wall sheathing using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION:
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 cellings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES• shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
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. f
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,Shall be Used t0 maintain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557),COMPACTTHE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12'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 fireblocking 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 tol-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
COVER TOP
Scale as Noted
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
kENDWALL CRIPPLE STUD
BOTTOM PLATE DESIGN/BUILD
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL --4; Q RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT Joseph i=ischetti, F.E.
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP N UMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH 80T. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS I LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP PPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
E FLOORS TO EACH OTHER W/ THREADED ROD. JAUL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X101 LS210 118ga. 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
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING VENTILATION
WOOD JOIST
FOUNDATION TOP PLATE BLOCKING
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"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
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER 4/28/25
�,' THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'O" 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 10-3/4" 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"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 1-1/8" x 209a. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLO R WALL I OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTERL L I L ACCESSORY SHED
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST 640 Diedricks Road
TOP PLATE FTSIDE WALL FLASHING GIRDER/HEADER T1 Orient NY 11957
1ST. FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Q
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 Ir
4" - 8" LSTA36 1-1/4"06" 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
RAFTER/PLATE RT75 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. 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 SUBFLOOR
SILL GASKET ' WOOD JOISTS
% r
CONC. SLAB GASKET 2x6 2x8 CONTINUOUS WOOD PLATE
TYP. CONC. FOUNDATION ( /� 6 MIL. POLY
DAMP PROOF EXTERIOR V GRANULAR FILL • V� I BOLTED TO STEEL BEAM WITH /'•�
6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS®48" o.c. STAG. Designer/Builder
' V ^ � � STEEL COLUMN � Q � ^
•� > ` C I C ►• a • ROOF JACK ��COMPACT FILL POURED CONCRETE: 7" 4" x STEEL BEAM
e CONC. SLAB 'C •
e w � A �•A ' � ANCHOR BOLT EMBEDMENT: I�
1
• /
4" x 8" STEEL
'e V • �► w r TOP AND BOTTOM PLATE
BLOCK WALL: 15" ROOFING LAPS
KEYWAY FOOTING e V p d RIGAS CO
e•w C'D �• CONC. FTG. •p �•p t s' FLASHING AT WITH 1 2" x 6" ANCHOR BOLT
• w ;O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT
(USP LBPS58 OR BP583) 22260 main road, orient ny 11957
p CA REINFORCING BAR FOUNDATION /8" DIA. ANCHOR BOLT I 3" STEEL COLUMN
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
NEEDED FOR STRUCTURAL BRACING. SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
WHERE NEEDED TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL/ BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB- N-GRADE ROOF JACKS & VENTS DETAIL
I rSUBFLOOR Engineer
CONC. SLAB I DOOR FRAME
6X6 10/10 WWM
COMPACT FILL DOOR GE O-JOIST
4" SLAB USE 2X8 STEEL BEAM
FOR BLOCKOUT Joseph Fischetti, P.E.
•''
P.T. PLATE W/ 6X6 WMM \ SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT 1725 Hobart Rd Southold NY 11971
1/2" AIR SCE < 1 • • 7 1 2" (WITH A NAILING PLATE IF NEEDED) r
' ' ' .• • •��i'" AT END AND ., .•' ;• •.
,s•p ES OF WOOD �e , •• .�.• �' STO BE EEL BEAMOX.TO AL2LOIN FOR SHRINKAGE 631 765 2954
RADE • a '~""q""J""�'"+""' • , , K 4� BEAMS ••D ► •O •• ►'• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" 6X6 W.W.M. -a;-a +� d- �•s D _„I d ►.• D•.p —
MIN. a,jD a At
•w �•p t•p A. .e `NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM � � • •� � • r—SUB FLOOR
.� NOTCH EQUALS 1 4 DEPTH OF BEAM D ► '•
4 REINFORCING BAR I / • ►• II—II _ MOIST
•D REINFORCING BAR ��• ! 0•.�'► •► '
DRAIN TILE II ►I •e : SHEET METAL/ 30# FELT UNDER BEAM AT POINT 11' !�.► — STEEL BEAM
12 OF CONTACT WITH CONCRETE OR CONC. BLOCK
i!< 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. w w 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
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