HomeMy WebLinkAbout50283-Z TOWN OF SOUTHOLD
,
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
p� 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 #: 50283 Date: 1/31/2024
Permission is hereby granted to:
Bernstein, Lawrence
20 Vincent St
,..m.mm_ _....
Orient, NY 11957
To: Construct interior alterations to an existing single-family dwelling as applied for.
At premises located at:
1207m Birds,Eye Rd, Orient
TM.. # 473889
.... ... ......
..
Sec/Block/Lot# 17.-1-3
Pursuant to application dated 1/4/2024 ,,, and approved by the Building Inspector.
To expire on 8/1/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,270.50
CO-ALTERATION TO DWELLING $100.00
Total:
.......................
................ _.
...... .._$1,370.50
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 )ittt s://www.southoldtownD �utholdtownD �. V
Date Received
APPLICATION FOR BUILDING PERMIT
t r-7
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For Office Use Only
PERMIT NO.5 0V Building Inspector. JAN
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: / �O
OWNER(S)OF PROPERTY:
Name: 44-w SCTM# 1000- _ 3
Project Address:
Phone#: Emaili'41 ' „ /t :a /C.
Mailing Address: 1-0 Val ,1 - +
CONTACT PERSON:
Name:
Mailing Address: O �7 n
Phone#: 6516 _ Q Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address: 6f7 C Jy, Z
Phone#: Em' " 00 CQ
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition gAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? Dyes X,o
1
PROPERTY INFORMATION
Existing use of property- CT E Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes XNo IF YES, PROVIDE A COPY.
❑ Check Bax 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 name): e1 PA,=4 A I<V& Cx ri n []Owner
Signature of Applicant:-- � " � '� — - - -- - .
STATE OF NEW YORK) �m
SS:
COUNTY OF S7J.X',C6V-k )
A< � being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(-S& 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
`
Y ) day of ` � Lp„n. 20
Notary Public
PROPERTY OWNER AUTHORIZATION
.w ( ._...��.�._�.�Where thea applicant
:.,icant is��.._....._._..��..._�w....._
not the.owner)
I, residing at 24 V2&GZiVT tcz:
ORIEiVr N. y, do hereby authorize �,4EK 6 .4 to apply on
my half to the Town o ou hold Builld' g Department for approval as described hmi .
1-2-1(e2- Z
Owner's Sign ure t Date
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Print Owner's Name
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email:
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email:
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INSTALL NEW WINDOWS AND DOOR(TBD) CW13 CW13 12/30/2023
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2.REPLACE AND RELOCATE NEW EXTERIOR OPENINGS
2'-61/4" 3'-6'/z" 2'-61/4" 5'-21/2" '-4" '-4" 4'-9" AS SHOWN.VERIFIFY OPENING SIZES AND LOCATIONS
PRIOR TO CONSTRUCTION.
3.CLOSE OFF EXISTING OPENINGS.MATCH EXISTING
SIDING WITH UNDERLAYMENT,
4.SISTER OR REPLACE EXISTING CEILING JOISTS AS
PROPOSED FLOOR PLAN NEEDED(VIF).
SCALE: 1/4" = 1'-0" 5.INSULATE TO CODE. DRAWN BY: MH
WALL LEGEND 12/30/2023
--------------
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D.W. SH ER SH ER PRESCRIPTIVE DESIGN PER R402, 2020 IECC: phone:
(631)298-2250
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FASTENER TYPE: SPACING:
1-'—I H
No.8 ANCHOR EW
WITH
BASED ANCHOR WITH 16"OC I O O
tin.EMBEDMENT LENGTH
No.10 WOOD-SCREWSLLJ ` v
BASED ANCHOR WITH 16"OC O V-4ztin.EMBEDMENT LENGTH ^`
1/41n.dia.LAGSCREW �+ ! O
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BASED ANCHOR WITH 16"OC
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1/2'APA IATED SHEATHING
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1/2"APA RATED SHEATHING
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(ALTERNATIVIVE:7/16"O.S.B.) cc
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FASTENER TYPE: SPACING: 2X4 DF#2
No.8 WOOD-SCREW O O STUDS
BASED ANCHOR WITH 10"OC
WINDOW SILL 2in.EMBEDMENT LENGTH
TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ®®
BASED ANCHOR WITH 12"OC
PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH
THAN 4 FEET 1/4in.dia.LAGSCREW
BASED ANCHOR WITH 16"OC 0
21n.EMBEDMENT LENGTH
TYPICAL DOOR OPENING /�
MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: D 1 AWN BY: MH
PANEL SPAN GREATER THAN 4 FEET
AND EQUAL OR SMALLER 2-2X4 DF#2 STUDS CONNECTED
TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW
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OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 8"OC
THAN 6 FEET AND NUTS @ 2'-0"O C 2in.EMBEDMENT LENGTH
No.10 WOOD-SCREWS 12/30/2023
TYPICAL MULTIPLE OPENINGS BUSED ANCHOR WITH 9"OC
21n.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
AND E Q BASEUAL OR SMALLER BASE1141ndia.LAGSD ANCHOR WITH CREW 16'OC SCALE: SEE PLAN
THAN 8 FEET 2in.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING SHEET NO:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" DEERS O,Q
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TNBLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. w
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MAIKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
M C H
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS Design Services
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.
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KING sTuosphone:
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RAFTER WALL STUD
END CRIPPLE STUD email:
BOTTOM PLATE
RIDGE LEDGER BATHTUB michael@mchdesignservices.com
HEADER
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
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. ADSS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL.
ANCHOR PE�ATESANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 ILS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER /LEOGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF
RIM BOARD CHIMNEY RAFTER SN REQUIREDCHANNEL rT,
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SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
' " •' " ' •' " SIDEWALL FLASHING
FOUNDATION I TOP PLATE BLOCKING
' - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAFFING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING 2z4 SOFFIT JOIST �� O
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A FASCIA
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WgLL 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 ONT1N. SOFFIT/EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1A INCH IN DIMENSION.
FLASHING TO FORM CHANNEL
INSTALL 4'D" O.C. LOCATION USP NUMBER DESCRIPTION APPLIC 4TION SOFFITED EAVE
AND SO AS TO MAINTAIN AIR
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYga. CONNECT TO J
4" - 6" RAFTER RT10 0-3/4" x 18TYDOWN ANCHOR Q`I' t .
ILA
ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND TI
INSTALL 4'0" O.0 CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS O O
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH P,AFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT -J
OF FLASHING
2ND. FLOOR WALL
1�1
ROOFING LAPS BASE
FLASHING 4 INCHES \ W
BASE FLASHING WRAPS CORNERS, RAFTER
\/ RIDGE CAP SAME MATERIAL AS ROOFING
EXTENDS UNDER SHINGLES AT
SIDES 4 INCHES AND LAPS
NARED TO SHEATHING EATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT w
WOOD JOIST P4 5) 1E"/"�,I
TOP PLATE ^
GIRDER/HEADER �•�•�
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST MM■ ■ ■ _J
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 1� (�,
AND RAKES-- PROVIDE HEMMED EDGES SO Pq P4
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ' c) O
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USE NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2- LJJ L v
ON ALL OPENINGS RIDGE VENT FOLDS AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
RAFTER/PLATE RT15 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
TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �\ O
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE WALL SPTH4 STUD PLATE ANCHOR PLATES NTO EACH RSTUC OF ROOF V \/
ON ALL OPENINGS PLATE/
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TERMITE SHIELD WOOD JI �"-- OR
SILL GASKET � WOOD JOISTS
CONE. SLAB ' NEOPRENE a
TIP. CONC. FOUNDATION q GASKET 2x6/2x8 CONTINUOUS WOOD PLATE
6 MIL
DAMPPROOF EXTERIOR . POLY A
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V CONC. SLAB ' ,0 - • 11 l i��
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COMPACT FILL = POURED CONCRETE: " /
V BLOCK WALL: 15" TOP AND BOTTOM PLATE r^v'
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KEYWAY FOOTING •e • V I` .1.a �.' CONE. FTG. •0 �a0•p •' FLASHING AT
• •) USE WITH 3x3 SQUARE WASHERS SIDES AND TOP WITH 1/2" z 6" ANCHOR BOLT
p ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ' 1/2`GROUT
p Q REINFORCING BAR FOUNDATION 5/8" DIA, ANCHOR BOLT 3" STEEL COLUMN I I 1
DRAIN TILE D • ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS)
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72"OC
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'CONE. FTG. CRAWL SPACE
OR FOUNDATION STEEL/BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS& VENTS DETAIL
SUBFi00R
CONE. SLAB I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL DOOR
I USE 2X8 STEEL BEAM
FOR BLOCKOUT
4" SLAB DRAWN BY: MH
• P-T. PLATE W/6X6 WMM \I ' SLOPE
// _ 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
1/2' AIR SPACE ( 1 • •w 7 1 2-: (WITH A NAILING PLATE IF NEEDED)
' '••e!'� AT END AND �• .� • • TO BE APROX. 1/2" OR HIGHER THAN
•e fe ES OF WOOD .0 O S•. • _ STEEL BEAM TO ALLOW FOR SHRINKAGE 12/30/2023
RADE • 4 .s__4._s__�__a__� . . . 'S' BEAMS •
4 4 4 a 0 e ! p•
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'O .C!•A �' 6X6 W.W.M- ; +- - e • 4 . ..
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MIN. • O • O '• 4�'A 4,A 4 A' • � NOTCH BEAM FOR MUDSILL IF REQUIRED -- MA)IMUMat
A• 'p• • .-SUB FLOOR
•�• 4 e • REINFORCING BAR i NOTCH EQUALS 1/4 DEPTH OF BEAM •O • •_• •• I�-11 DIST w 0 a REINFORCING BAR _ p.• SCALE: SEE PLAN
DRAIN TILE i� ►I • • 4 1• O !O • _
12" 'e . SHEET METAL/30g FELT UNDER BEAM AT POINT STEEL BEAM
OF CONTACT WITH CONCRETE OR CONE. BLOCK i •i
j••/ 3" PLATE (BOLTED TO BEAM)
TYPICAL CONE. 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
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GENERAL NOTES WIND FRAMING NOTES
NAILING SCHEDULE PLAN CONTENTS: Design Services
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 TOE-NAIL BUILDING HEIGHT www.mchdesignservices.com
TOP PLATE 10'WALL:48d COMMONRAFTER 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: DESIGN CRITERIA UNIFORM CODE phone:
CEILING JOIST 8'WALL:3488 COMMON EKH ( ) 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:488 COMMON JOIST TOE-NAIL (631)298-2250
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 EKH FACE DESIGN LIVE LOAD(PSF)8301.5 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 VIED email:
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 EKH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING) michael@mehdesignserviees.eom
OVER PARTITION WFCM-SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS t0 INTERIOR WALLS AND PARTITIONS HA80
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: .4 EKH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5
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 3EXTERIOR BALCONIES AND DECKS 4o FLOORS U360
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 MASONRY WALLS(B•THICK) 80 CEILINGS(PLASTER.STUCCO) 0360
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 GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS UEKH TOE FIRE ESCAPES 4o CONCRETE WALLS(6•THICK) B5 CEILINGS(GYPSUM) U240
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 240
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EA-".H j END
GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES(8301.5)PER 20 SQ.IN.20001bs EXTERIOR WALLS(PLASTER STUCCO) 1-1/360(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) H/120
P WALL FRAMING: SLEEPING ROOMS 3D
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 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 underSTAIRS 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 NAIL NAIL 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 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 TO PER FACE NAIL EXPOSURE CATAGORY )
p p p p g P2 68 COMMON
-1LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION w
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
comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. 4-168 COMMON
INTERSECTIONS 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 COMMO D.C. NAIL
FIRE PROTECTION Sym,:
attached with 8d common nails at 6"D.C.at the panel edges and 12"D.E.in the field,and SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS 8314 NYS.
HEADER TO IN O.C. FACE
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 168 COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH 8315 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 O
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER:x4 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:x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 caul
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: 1"-
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR 101ST,BAND JOIST, 2-16d COMMPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA own-no
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1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING O FOOT SEE NOTE:12, GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: 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 NOTES
20 PSF 130 B SEVERE 3 FT.
2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - ^
17 NONE H
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PEP, TOE
TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL < 14
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � s.
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE uu O Q
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 2-8d COMMON EVD NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"Ion at 12"o.c..Use approved a for installation. SHEATHING LOCATION NOTES
g PP pow' 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 COMMON EVD NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"D.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: r .
p g g' BLOCKING TO: EACH TOE SEE NOTES:1(BOTH FIELDS) 1L�1-
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 3-168 COMMONINTERIOR ZONE 8d COMMON @ 6"O. Sd COMMON @ 12"O.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 BLOCK NAIL NOTE:2 FOR PANEL FIELD L
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE IGABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4"0.q 8d COMMON @ 4"O.C. SEE NOTES:1,3 {}�
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one3-16d COMMO
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-BdCOMMO PER TOE Cn
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. -J A
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 1:4
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the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-l6d COMMONJOIST- 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,
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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: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.2-16d COMMON ^W M
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1 PQFRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o,c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. W P4
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 I NAIL O
g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY• SPACING
Edition Wood Framing Construction Manual. 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Parches 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 D.C. Z N
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: F"I
Douglas Fir- 4).Deck joists to have blocking at 8'0 D.C..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE t ^ O
SHEATHING LOCATION 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 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
otherwise. JOINT DESCRIPTION O
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"D.C. 8d COMMON @ 12"O.C. SEE NOTE:3
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:
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
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openings between 41 and 6'0 and 2x6 wall openings between 511 and 89.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 O
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.) 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 duty galvinized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON3"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 S. 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 Sd 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.
on plans. WALLBOARD 10"O.0.FIELD
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. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
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
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8 TYPE-X SH AND A K 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 fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-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"0.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 COMMO 12"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:
OTOS: NYS to Residential ial Code providR302.ed
1- cut off
REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety I V L Fireblocking shall be provided to cut off all concealed drag openings(both vertical and horizontal)
requirements. NOTE: and to torn 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 mrd walls and partitions,Including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be firebladced at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailingrequirements are based on wall sheathingfeet.Batts or blankets of mineral a glass fiber shall be allowed as fireblocking In walls constructed
.
q using parallel rows of studs or staggered studs.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: /� ^/�u
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 DRAWN BY. M H
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.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for connectors,
al 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 or the run Enclosed spaces
Over subfloor as per manufacture's Instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with orment N.Y.S.Residential Code.
such as shear plates,shall be used to maintain load path.
1).All electrical t0 be Installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D698 AND ASTM D 1557).COMPACT THE a walls and 12/30/2023
13.All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around venor writs,pipes and ducts at ceiling and flolevel,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 ermittaJ
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 Cade.
3).All electrical work to comply with 2014 NEC. to be reduced tot-168 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 SCALE: SEE PLAN
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 CA CAP
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