HomeMy WebLinkAbout52250-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
UN
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#: 52250 Date: 09/10/2025
Permission is hereby granted to:
Carin Francica
1696 Beech Ln
Annapolis, MD 21409
To:
finish a portion of the existing basement of an existing single-family dwelling as applied for.
Premises Located at:
1800 Harbor Ln, Cutchogue, NY 11935
SCTM# 103.-1-25
Pursuant to application dated 07/31/2025 and approved by the Building Inspector.
To expire on 09/10/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Alteration $614.00
CO 7,PESIDENTIAL $100.00
Total S714.00
u--(ding Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
4 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
** Telephone (631) 765-1802 Fax (631) 765-9502 litt)s-,//ww°w,sotitholdtownn .. oar
Date Received
APPLICATION FOR BUILDING PERMIT D EC E D VE
For Office Use Only JUL 3 210
25
PERMIT NO. Building Inspector;
Bt1i)t'$l<tt„ I)epartment
Applications and forms must be filled out in their entirety. Incomplete Town Of SOUth'o)d
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:7/31/25
OWNER(S) OF PROPERTY:
Name:Joseph Francica :=TM000-103-0001-025
Project Address: 1800 Harbor Ln., Cutchogue
Phone#:631-793-4869 Email:Carinf1 O@icloud.com
Mailing Address: 1696 Beech Ln., Annapolis, MD 21409
CONTACT PERSON:
Name:Tom Ludlow
Mailing Address: 105 Ole Jule Ln., Mattituck
Phone#:631/680/2651 Email:Tom@LudlowHomesCo.com
DESIGN PROFESSIONAL INFORMATION:
Name:Mark Schwartz and Associates
Mailing Address:28495 Main Rd., Cutchogue 11935
Phone#:734-4185 Email:MKSARCHITECT@optonline.net
CONTRACTOR INFORMATION.-
Name:Same as contact
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $80,000.00
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? Dyes WNo
1
PROPERTY INFORMATION
Existing use of property:'Single, family Intended use of property:sin le famil
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
residential this property? ❑Yes ENO IF YES, PROVIDE A COPY.
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 ISHEREBY 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 B maS M. LU low pp y(print name � Authorized Agent ❑Owner
Signature of Applicant: Date: 7/31/25
STATE OF NEW YORK)
SS:
COUNTY OF Si.,Wo IL
1 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 6Eq=P1 &~
(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
1 day of
Notary Public
'IIRISTt)PHER 8BONDAIt�"I�I_l'g
!1°d�\R PI pill.)! ST�+TF( `�FUO V}R
PROPERTY OWNER AUTHORIZATION R ��.,r,�,,,v II)rll+lul.kl
(Where the applicant is not the owner) /uraBYla�I IIISW1nik x,
II^E;�C us��arptr,,a�rmr hr�lrorc,,
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Mr. Joseph Francica
1696 Beech Ln.
Annapolis, MD 21409
Date: July 28, 2025
To Whom It May Concern:
I, Mr. Joseph Francica, hereby authorize Mr. Thomas M. Ludlow to act on my behalf in all matters
concerning the permitting of my project at my property located at 1800 Harbor Ln., Cutchogue, NY
11935. Please direct any questions or correspondence pertaining to the project toward Mr. Ludlow at
105 Ole Jule Ln., Mattituck, NY 11952-Telephone (631) 298-5080.
Sincerely,
Generated by REScheck-Web Software
Compliance Certificate
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Project FRANCICA HOUSE j 033) e2 S H
Energy Code: 2018 IECC
Location: Cutchogue, New York
Construction Type: Single-family W
Project Type: Alteration
Project SubType: None
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number: /- — — — — — — — — — — — — — — 271-9"
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All Electric false ' / EXISTING EXISTING Q
Is Renewable false CXW145 CXVA45 W
Has Charger false _ _ _ _ _ _ _ _ \ (EGRESS) (EGRESS) rT��
Has Battery: false
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Has Heat Pump: false I EEEI
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I 2X4 @16"OC STUD WALL PERIMETER(TYPICAL)
Construction Site: Owner/Agent: Designer/Contractor: I INSULATE w. R20 INSULATION PER ENERGY COMPLIANCE O
1800 HARBOR LANE INSTALL 1/2"SHEETROCK ON WALLS AND CEILING.
CUTCHOGUE,NEW YORK I BATH TO BE MOISTURE-RESISTANT ON WALLS AND CEILING.
INTERIOR TRIM TO MATCH HOUSE OR AS SELECTED BY
":..aw;�ltax. k.aae!_1 ;r. ea "►b a.a� �b,.:xua„a.Ra d to air a �.taa,k fix.°a +y`. ? I OWNERS.
INSTALL ELECTRICAL TO CODE.INCLUDING SMOKE/CO
DETECTORS
FLOORING AS SELECTED BY OWNERS
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade I - ---- -- -- - --- _ -- --_ _ _ _ -
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assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. =O=----------------------- ___'-__---'___ ___ ____= = N
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Envelope Assemblies I RECREATION ROOM W
' . ; EXISTING DECK EXISTING 9'BASEMENT
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Wall:Wood Frame,16"o.c 1,186 - 20.0 0.0 0.059 0.060 68 70 I u
(2)CXW145:Wood Frame SHGC:0.34 26 0.270 0.320 7 8
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Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 6, 311 g/-211 O z
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in r �
REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. I `,,/
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Project Title:FRANCICA HOUSE Report date: 07/25/25
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WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: O
GENERAL NOTES 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL ter(
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING E..(
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required Q1Y. 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
TOP PLATE 10'WALL:4-3d COMMO 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 W
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:4-3d COMMO JOIST TOE-NAIL ,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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
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 WFCN-SBC LAP NAIL UNINHABITABLE ATTICS O STORAGE 10 (L )
(N ) 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)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCN-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80
ATTICS WITH FIXED STAIRS
meets current federal,state,coup and local codes,ordinances and regulations,etc Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
county gu P EXTERIOR BALCONIES AND DECKS 40 W
TO RAFTER WFCN-SBC END NAIL MASONRY WALLS(8"THICK g0 CEILINGS(PLASTER,STUCCO) L/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 )
FIRE ESCAPES 40 CEILINGS(GYPSUM) U240
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 EACH' TOE CONCRETE WALLS(6•THICK) 85
2-8d COMMON GUARDS AND HANDRAILS 200 All OTHER STRUCTURAL MEMBERS U240 O
accordance with table 3.3. TO RAFTER END NAIL stPvvAtts to
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD E FILL COMPONENTS 50 VEHICLE GARAGES(R301.5)PER 20 SQ.IN.2000lbs EXTERIOR WALLS(PLASTER,STUCCO) H/360
DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES so EXTERIOR WALLS(BRITTLE FINISHES) H/240
( ) TO RAFTER END NAIL NON-SLEEPING ROOMS 4o O
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 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: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 I
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 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 QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 r1
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) h--i
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 2-16J COMMO PER FACE NAIL
anchor bolts are to be spaced between 642 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
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 COMMO 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 2-16d COMMO 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 O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
FACE
O.C.O ERr_l
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"o.c.at panel HEAD 16dCOMMON 16"O. SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. w
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 COMMOI, 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 COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: � W
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST, 2.16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q Z
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 ,+
END JOIST OR BLOCKING � Q
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: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Z
FLOOR FRAMING: LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH)
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
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - U � W
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMO JOIST NAIL ~
B).co"NEcrlo"sARou"DexTERIOR�wAuoPENINGs: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: L)
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached#o existing concrete structure shall 2-Sd COMMO NAIL SPACING NAIL SPACING AT INTERMEDIATE �4
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES H � x
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Do V
BLOCKING EACH TOE "-+
5).Unless otherwise noted,all slabs on grade to be 3000 P.O..Concrete to be TO JOIST 2-8d COMMO END NAIL 4'PERIMETER EDGE ZONE Sd COMMON @ 6"O. Sd COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY:
BLOCKING TO: 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 shalt either be notched and 3-'6d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. Sd COMMON @ 12"O.C. TT . U
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). P P g GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O, 8d COMMON
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces n at provided with r minimum.of18" area.
"access opening.Install one attached with the above requirements. TO BEAM 3-'6d COMMO JOIST NAIL
Sx16 cast iron foundation vent for every 150 sq.ft.of area.
JOIST ON LEDGER PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3-8d COMMO
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
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMO
g g TO JOIST 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, cV N >~
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S).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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Cf) �' y
SILL OR TOP PLATE FOOT SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2-16d COMMO 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O +v,
FRAMINGNOTES into concrete with a minimum 1/2'dia x 7"long anchor bolt with washers and nuts. I
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. C') o
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3).Posts supporting girders shall be anchored to a 12NUN12"thick concrete footing. 7JOINTDESCRIPTION NAIL NAIL O X OEdition Wood Framin Construction Manual. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For �; rn
g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. i @)below ade.Porches with covered roofs shall have 12"dia.concrete iers for the Irders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.gr P 8 ANEL 8d "16
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: o 00
Douglas Fir. 4).Deck joists to have blockingat 8'0 o.c.. 04
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE p p
SHEATHING LOCATION NOTES .5 x
3).Floors,walls,ceilings rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD cn
g P 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL v
otherwise. JOINT DESCRIPTION + L\ �4
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) �.
where needed. 4'EDGE ZONE Sd COMMON @ 6"O.C. Sd COMMON @ 12 O.C. NOTE:2 FOR PANEL FIELD Lr) U
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 5d COOLERS 7" O.C.EDGE � � U)
WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d 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 00 -fl
6).Concrete piers shall be a minimum 6"above grade. Cq a v
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING; O w
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 NOTES ,C�
openings between 41 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 Sd COMM0, AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
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 COMM 3"O.C.EDGE be used.
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6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 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 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
WALLBOARD 5d COOLERS 10 O.0.FIELD V
on plans. " 3).For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. P g•g P
other access openings unless otherwise noted(typical). FLOOR SHEATHING:
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL I NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 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 Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
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. W °�
HVAC SYSTEM NOTES I"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) N
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL•AFF
under all bearing walls. NYS Residential Code R302.11.FIREBLOCKING REQUIRED
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) -e l
requirements. NOTE: and to fore 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 Firebloddng shall be provided in wood-frame construction in the following locations. ITC+^
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 space:of stud walls and partitions.Including furred spaces,at the ceiling and floor W
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervats not exceeding 10 U
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based oil wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloddng in walls constructed
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 x
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, �✓
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. �1
ELECTRICAL CAL 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
over subfloor as per manufacture's instructions. such as shear plates,shall be used to Ttalntaln load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. 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 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 3) g DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblockin of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC.
to have regular 1/2"sheetrock.All walls to be taped and finished. 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 DRAWN:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP SCALE:
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP
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