HomeMy WebLinkAbout52234-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#: 52234 Date: 09/05/2025
Permission is hereby granted to:
Weathers Revocable Trust
2047 Arlington Ct
Houston,TX 77008
To:
Construct repairs of water damaged areas as applied for.
Additional certification will be needed for as-built alterations.
Premises Located at:
335 Oak St, Cutchogue, NY 11935
SCTM# 136.-1-25
Pursuant to application dated 08/01/2025 and approved by the Building Inspector,
To expire on 09/05/2027.
Contractors:
Required Inspections:
Fees:
CO Single Family Dwelling-Addition /Alteration $100.00
Single Family Dwelling- Alteration $295.00
Total S39S.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 11.j�t �� 1 + l lto1y°itu I-Y.2L�
Date Received
APPLICATION FOR BUILDINGPERMIT
� E C E 9 W E
For Office Use Only D
;03 9/
PERMIT NO. Building Inspector,
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an Building Department
Owner's Authorization form(Page 2)shall be completed. Town of Southold
Date: July 31, 2025
OWNER(S)OF PROPERTY:
Name: Weathers Revocable Trust scTM # s )00- 136-01-25
Project Address: 335 Oak Street , Cutchogue, NY, 11935
Phone#: 713-426-0958 or 713-202-3647 Email: (weathers@krimshaw.com
Mailing Address: 335 Oak Street, Cutchogue, NY, 11935
CONTACT PERSON:
Name: Lloyd Ray Weathers, Trustee
Mailing Address: 335 Oak Street, Cutchogue, NY, 11935
Phone#: 713-426-0958 Email: (weathers@krimshaw.com
DESIGN PROFESSIONAL INFORMATION:
Name: Mark Schwartz &Associates
Mailing Address: 28495 Main Road, Cutchogue, NY, 11935
Phone#: 631-734-4185 Email: lcsArc tegO opt-UN
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
NOther Repair of Mold and Water Damage $
Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? Dyes ®No
1
PROPERTY INFORMATION
Existing use of property: Residential Intended use of property: Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes 1XNo IF YES, PROVIDE A COPY.
OCh Chec
k .)o f( IIr e'aiIln :. Theowner/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 210AS of the New York State Penal Law.
Application Submitted By(print na ek KlAuthorized Agent ❑Owner
Signature of Applicant: Vx- Date: � Z 5
CONNIE D.ZUNI
Notary Public,State of New York
STATE OF NEW PORK) No.01BU6185050
S Qualified in Suffolk County
" Commission Expires April 14, 20:��
COUNTY OF
✓ Z being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the 14CA
( ntractor,F8ent�,Qrate fficer,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 (it� 20�� `�� � n"� � I
Notary Public
(Where the applicant is not the owner)
I, Lloyd Ray Weathers residing at 335 Oak Street, Cutchogue, NY, 11935
do hereby authorize Mark Schwartz Architect to apply on
my behalf to the Town of SouthoN ilding Department for approval as described herein.
�a�, July 31 2025
Owner's Signa re Date
Lloyd Ray Weathers
Print Owner's Name
2
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WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 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. NAIL NAIL RESIDENTIAL DWELLING I�
JOINT DESCRIPTION NOTES BUILDING USE
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 (
TOE-NAIL TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS
TOP PLATE 10'WALL:4-Sd COMMON RAFTER )
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST B'WALL:3-81 COMMON EACH DESIGN CRITERIA UNIFORM CODE
intent and framingdetails.The are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to to late shall be in ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE /1
Y g g p P TO TOP PLATE 10'WALL:4-8d COMMON J015T TOE-NAIL F+y
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 UVE 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 O STORAGE 10
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. (N I EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH LA80 -`
rP P P p CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) _ J w
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/I80
2).The General Contractor is responsible for ensuring that all work and construction 3)-WALL-TO-WALL ASSEMBLY: 30 �(
COLLAR TIE AS PER T/,BLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME FLOORS U360 O
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in EXTERIOR BALCONIES AND DECKS 40 � I STEEL WALLS 5
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 (W THICK) 8o CEILINGS(PIASTER STUCCO) L/36o
MASONRY WALLS u
FIRE ESCAPES 40 CEILINGS
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 (GYPSUM) tJ240
2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS Lo W
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) H/360 O
3 .Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON PASSANGER VEHICLES 50 END NAIL 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) 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
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under VAIL 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 NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING
P P g P q TOP PLATE TO PER FACE NAIL 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, 2-16d COMMON
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
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 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
O.C. NAIL
attached with 8d common nails at 6"o.c.at the panel edges and 12"D.C.in the field,and FIRE PROTECTION Ste•' SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"D.C.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
8YP 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 TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION
in table 3.15a-b. TOP OR BOTTOM 2-16c COMMONPER 2x4 STUD END
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16c COMMONPER 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 II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16c COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O H O
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 FTC W 1>1
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD F••L�
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
7),INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING: HAZARDS(MPH) CATEGORY DEPTH TEMP, REQUIRED �MPH W
F
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL AJ U40 Z
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 17 NONE Q
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE h-�-{
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4•£d COMMON' JOIST NAIL Q
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: O
S P BRIDGING EACH TOE
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance v
4).Any new concrete walls being attached to existing concrete structure shall 2-Ed COMMON
with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar.18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES r')
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD U
5).Unless otherwise noted,all slabs on grade to be 3000 s.L.Concrete to be 2-Ed COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3 frl) g p• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 )
to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g BLOCKING TO: EACH TOE (BOTH FIELDS I�
p o �, Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-lbd COMMON INTERIOR ZONE Bd COMMON @ 6"O. 8d COMMON @ 12"O.C. ly/C
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 I BLOCK NAIL NOTE:2 FOR PANEL FIELD
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
JOIST ON LEDGER PER TOE
7).Dampproof exterior of foundation with bituminous coating as required by current DECK AND COVERED PORCH NOTES: 3 £d COMMON
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 backfillin All fasteners,hangers and anchors to be alvinized or stainless steel. 3_16d COMMON
g P P g 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 v
Ott+
8).Drainage JOIST TO: PER IS
TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ch O
inage 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 COMMONM cr) v u
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT EE NOTE:1 all
+s
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. F E ( 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. x0 Lr)
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c GG cf) O J
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL r v
3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION d
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 D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For M O tta
o
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d AS PEF,TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. f•L+
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: v �
Douglas Fir. 4).Deck joists to have blocking at B'0 o.c.. O
CEILING SHEATHING: SHEATHING LOCATION NOTES NAIL SPACING NAIL SPACING AT INTERMEDIATE 04 �r v
3). Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACING SEE NOTES:1,3 (BOTH FIELDS) + ^
4'EDGE ZONE Bd COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD U
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS
WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON 6"O.C. d COMMON 12"O.C. SEE NOTE:3 :� U)
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all @ @ c�
6).Concrete piers shall be a minimum 6"above grade. co ..fl
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of cN
WALL SHEATHING:
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 W
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 AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
5).All flush beams headers to be installed with heavy du alvinized hangers and Sd COMMO ) g g q
Y duty 8 g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES
7/16"OSB 6d COMMOI\ 3"O.C.EDGE W
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD i 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with F-r
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. QI
on plans. WALLBOARD 10"O.0.FIELD V
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. 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. O
other access openings unless otherwise noted(typical). FLOOR SHEATHING: 0
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL I Jy
JOINT DESCRIPTION
1.PROVIDE 5 8"TYPE-X SHEETROCK FIRE STOPPING T MAXIMUM
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 QTY. SPACING ) / P A too M MUM DISTANCES FOR NON ACCESSIBLE AREAS.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
PP STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. E=l�
p�
HVAC SYSTEM NOTES 1"OR LESS Bd COMMA 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF rNr,�
NYS Residential Code R302.11.FIREBLOCKING REQUIRED u1 C-'
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 full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
) Y system q 1).In concealed spaces of stud walls and partifions,inducting furred spaces,at the ceiling and floor
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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed V
1).Nailingrequirementsarebasedge Ifwsheathing 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 rYr Contractor and owner for final review and approval. is nailed 3"on-center at the panel ed€e 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.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
over subfloor as per manufacture's instructions. ELECTRICAL NOTES: members shall be doubled,or altema'e connectors, " 3).in concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces �!
P such as shear plates,shall be used to rraintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95/o PROCTOR under stairs shall comply with current N.Y.S.Residential Code, sL�^
1).All electrical to be installed as per N.Y.S.Residential Construction Code. 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 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 continuousover connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and produrts of combustion.
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 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. IT
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBFLOOR,15 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. 1�"S
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G w ' *
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP r v A DRAWN:
AND BASES.USE WITH FLASHING CAPS TO
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