HomeMy WebLinkAbout49522-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#: 49522 Date: 7/26/2023
Permission is hereby granted to:
Distante, Heidi
180 Cher St
Farmingdale,_NY 11735
To: Construct interior alterations to an existing single-family dwelling as applied for with
flood permit.
At premises located at:
26Sunset Way, Southold _ ........ .
mm
SCTM #473889
Sec/Block/Lot# 91.4-6
Pursuant to application dated 6/13/2023 and approved by the Building Inspector.
To expire on 1/24/2025.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $698.00
CO-ALTERATION TO DWELLING $50.00
Flood Permit $100.00
Total: $848.00
_jg_
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 lttr ,s.//www.soullioldtowiiit tY
44
Date Received
PERMITAPPLICATION FOR BUILDING
For Office Use Only i a
i
PERMIT NO. _jqBuilding Inspector.
Applications and forms must be filled out in their entirety.Incomplete UN 1 3 2023
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: C' ( SorgSCTM# 1000- I ®I
Project Address: -S
Phone#: 6Email:
Mailing Address:
CONTACT PERSON:
Name: H-A &�
Mailing Address: o1K 2.2 . 12 U
Phone#: -4 �' Email: `
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:.
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone M. Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition $Alteration XRepair ❑Demolition Estimated Cost of Project:
❑Other JbIT
A L,r-
Will the lot be re-graded? ❑Yes ((No Will excess fill be removed from premises?Oyes ❑No
1
PROPERTY INFORMATION
Existing use of property:�l�� Intended use of property: L
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes ONo IF YES, PROVIDE A COPY.
tF�Check Sox After IIC eediin : The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION 15 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): I IA 41/— -9C+--14a / 4 Authorized Agent ❑Owner
Signature of Applicant: (JA Dater Q 3
CON E D. UNC I'
Notary Public,State of New York
No. 01BU6185050
STATE OF NEW YORK) Qualified in Suffolk County
SS: Commission Expires April 14, �C�Lf
COUNTY OF !IQ F-V
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
/�;�
(S)he is the
Lf- 14 �d
(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 �l1,� ,Zt9
l� ,
Notary Public
PROPERTY E IJ I,1 RIZ °'TION
mmWhere the applicant is not the owner)
� PP )
I, Heidi and .Stephen Distante residing at 260 Sunset Way
Southold, NY 11971 do hereby authorize Mark Schwartz to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
6/1/2023
Owner's Signature Date
Heidi Distante
Print Owner's Name
2
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
M' Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802iz iwliNci: i <: rITa s '.
Floodplain Development Permit Application
PROPERTY INFORMATION: Flood Zone:AE 6 FIRM Panel:36103C0167H SCTM#1000-091-01-06
Address.260 Sunset Way
city:Southold Zip: 11971
CONTACT PERSON: Name:Mark Schwartz Phone#:631-434-4185
Mailing Address:POBox 933, Cutchogue, NY 11935
PROJECT DESCRIPTION: interior Alterations
SECTION A:STRUCTURAL DEVELOPMENT(CHECK ALLTHAT APPLY)
Type of Structure Type of Structural Activity
® Residential(1 to 4 families) ❑New structure
❑Residential(more than 4 families) ❑Demolition of existing structure
❑Combined use ❑ Replacement of existing structure
❑Non-residential ❑ Relocation of existing structure
❑ Elevated ❑Addition to existing structure
❑ Flood proofed(attach certification) R Alteration to existing structure
❑ Manufactured Home ❑ Other:
❑ Located on individual lot
❑ Located in manufactured home park
SECTION B:OTHER DEVELOPMENT(CHECK ALL THAT APPLY)
❑Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging
❑Connection to public utilities or services ❑ Paving ❑ Placement of fill material
❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction
❑ Fence or wall construction ❑ Watercourse alteration(attach description)
❑ Excavation(not related to a structured development) ❑ Other development not listed (specify):
By signing below I agree to the terms and conditions of this permit and certify to the best of my knowledge the information contained
in this application is true and accurate.I understand that no work may start until a permit is issued.The permit may be revoked if any
false statements are made herein.If revoked,all work must cease until permit is re-issued.Development shall not be used or occupied
until a Cert.of Compliance is issued.The permit will expire if no work is commenced within one year of issuance.Other permits may be
required to fulfill regulatory requirements.Applicant gives consent to local authority or representative to make reasonable inspections
to verify compliance.
Application Submitted By(print rk Schwartz
Signature of Applicant: Date:7/26/2023
SURVEYOFPROPERTY
LOT 160
CERTIFIED TO: SUBDIVISION MAP OF
IDI DISTANTE
FRCEDAR BEACH PARK
FREEDOM MORTGAGE
SAFE HARBOR TITLE AGENCY FILED: SEP. 15, 1926 - MAP #:90
SITUATE
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
N81°M X'20"E 0.8'N 1 O7' 159 POST AND RAIL FENCE 194'25 0.9'N SURVEYED: JUNE 7, 2017
TBH 3 30 FN 0.2'N �' MON. NOTES:
1 1 +4 4' WOOD FENCE 1�7qS O°5wS C +4.�9:� �D' 1. PROPERTY KNOWN AS TAX MAP# 1000-091-01-06
1.3S BIN 3.4"S 3.5'S
� P5 I _ ,.,, .. 2. LOT AREA =14,415 SQ.FT. (0.331 ACRE(S))
802 3. THIS SURVEY WAS PREPARED USING A TRIMBLE
OFR. SHED S3 ROBOTIC TOTAL STATION.
O
O 52:2" p 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS
I O PLAT."
O PART OF THIS SURVEY.
p 5. ELEVATIONS REFER TO A NAVD88 DATUM.
+4:75 m ro
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S81 44 ,HOPI O L
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MICHAEL K. WICKS, P.L.S. #5O3'90
LOOP 161
MICHAEL K. WICKSpq
LAND SURVEYING
E
200 BELLE VIEW AVENUE,
CENTER MORICHE ", NEW YORK 11934
VOICE: 631.874.0156 - FAX. 631.909.3845
www.wi,ckslandsurve,ying.com
RECORDS OF RICHARD C. DRAKE i?
tl
LE: SURVEYED BY: DRAWN BY: SHEET:
"=20' M.W./B.W. S.S. 1 OF 1
SITE DATA
PROPERTY: 14.415 SF 0.33 ac ~J
ESTIMATED AREA OF
GROUND DISTURBANCE: O 0
NON CONFORMING LOT: ZONE:R-80 FRONT:35' SIDE 1:10'
(280-124)SETBACKS: LOT COVERAGE:20% REAR:35' SIDE 2:15'
MAXIMUM HEIGHT: BUILDING HEIGHT: 280-208 PYAMID LAW: 280-207 MAX.GFA: W
(280-4,280-208) 35' 10'h(AVG),45°ANGLE 2,651.8 SF E—I
DESCRIPTION: AREA LOT COVERAGE:
EXISTING HOUSE: 1,616.7 SF 11.21 % �TQ�
EXISTING PORCH: 24.0 SF 0.16% W
EXISTING SHED: 96.0 SF 0.66%
EXISTING BIN: 57.9 SF 0,40% ^O^
TOTAL: 1,794.6 SF 12.43
CANOE a
Ite'
INLET METES AND BOUNDS: SURVEYOR: MICHAEL WICKS,LS DATE SURVEYED: JUNE 7,2017 4.4
p SCTM: 1000-091-01-06 ELEVATIONS REFRENCE: NAVD 1988
TBH=3.35 N 08'
0°241 20 rr
BULKHEAD
TBH=3.29 TBH_
+3.66 00 -3.29 BULKHEAD TBH-330
WALK GEA CALCULATIONS
CONC,
100.02, LOCATION: AREA:
w
RAMP PROPERTY: 14,415 SF
+3.92
4.25+
d' +a.os (280-207)GFA PERMITTED: 2,651.8 SF O O
M �y
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EXISTING 2ND.FLOOR: 618.1 SF H W
10 BUILDW N EXISTING GARAGE: 456.0 SF W W Z
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j DECK �- _ ` a
ABOVE._._... -
�
4.55+ O
1 STY. o .. 4.50 - _ BIN
SUNROOM LNDG. �- ,p
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------------- --------- -------------- --------------------------------------------------- 1. REMOVE AND REPLACE ALL WATER DAMAGED
----- ------------------------------------------
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BUILT IN SHEETROCK AND WALL FINISHES AS NECESSARY. cv v
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LAUNDRY 6. NEW BATHROOM AT 2ND. FLOOR. cn
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7. INSTALL SMOKE AND CO DETECTORS AS REQUIRED d
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EXISTING
BEDROOM No. 1 - - -----------
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SCALE: NOT TO SCALE W
EXISTING EXISTING Iii 9 w
BEDROOM No. 3 BEDROOM No. 4 W w Z
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EXISTING ATTIC HATCHTO BE REMOVED. 81-1 1/211 CENTER DOOR p "x
INSTALL NEW HATCH WITH RIDGE � cV
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(MIN.30"X30") LOCATION r '
TBD.SUPPORT FRAMING
WITH (3)2X CJs(VIF) I I REMOVE PARTITI N RIDGE ^
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS C
H
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. Q�
W
KING STUDS*01 L '
ENDWALL RAFTER
CRIPPLE STUD WALL STUD
BOTTOM PLATE
RIDGE
HEADER (EDGER BATHTUB rT,
DOUBLE JOIST �"(/„��
SIDEWALL
RAFTER
JACK STUDS O
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS O
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
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER PPLY TO EACH RAFTER LEDGER ( )
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH 9 / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 I LS210 1189.. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
O�5
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY
AS REQUIRED
RAFTER
SILL PLATE(S) /WALL SHEATHING RAFTERS MAINTAIN rn
SIDEWALL FLASHING VENTILATION
WOOD JOIST F--•� F�:yj
FOUNDATION •' TOP PLATE :11
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FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O Q
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING 2x4 SOFFIT JOIST
AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA w
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
INSTALL 4'0" O.C. �.'• THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4" - 8" LSTA24 1-1 4"x24" 20 o. STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT W
/ 9 RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF Va INCH IN DIMENSION.
FLASHING TO FORM CHANNEL F� Q
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 1-/�, �^✓�
8" 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO O
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN 4NCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED ANO
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 21-1/8" x 20ga. TYDOWN 4NCHOR EACH RAFTER SOFFITED EAVE DETAIL C-4ON ALL OPENINGS KEEP ROOFING NAILS OUT
2ND. FLOOR WALL OF FLASHING 0
ROOFING
4 INCHES
OOFING LAPS BASE
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
O
TOP PLATE
GIRDER/HEADER N C
SIDE WALL FLASHING (•n � � O
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST m � V
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS XO IID )
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION CO � to O
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED r-4 - "
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WTH O X O
ON ALL OPENINGS RIDGE VENT FOLDS (C
CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. rn
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO �+ U
INSTALL 4'0" O.C. RAPER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2° HIGHER THAN LVL HEADERS z w Lo V X+
16" MSTA45 1-1/4"x48" 16 o. STRAP AND JACK STUDS CONFORM TO SLOPE
/ 9 COPNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS "O
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR (Z O .�
PLATE, TO EACH STUD O 000 •�
DBL. SILL PLATE •cz u
TERMITE SHIELD _ I ��'SUBFLOOR rrr�GGG" CC
SILL GASKET , WOOD JOISTS Ln U G ,cu
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CONCo
SLAB
NEOPRENE '
TYP. CONC. FOUNDATION ^ . GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE 00 .Q
DAMPPROOF EXTERIOR 6 MIL. POLY GRANULAR FILL y fV O 4!
6MIL POLY ON EXTERIOR . 3 I BOLTED TO STEEL BEAM NTH
b
p 1/2 " DIA. BOLTS® 48" o.c. STAG. O
VSTEEL COLUMN
A > _
p v ) ` • a • d ° • ROOF JACK GONG. SLAB ��� STEEL BEAM
'�
s A 1.p " AGO WALL: 15" ROOFING LAPS NCH(R BOLT EMBEDMENT: (I1 4" x 1 4" x 8" STEEL
COMPACT FILL _ POURD CONCRETE: J" /
,p V I • C ^ TOP AND BOTTOM PLATE
BL
KEYWAY FOOTING e V p ' a 1 FLASHING ATWITH 1/2" x 6" ANCHOR BOLT
° SIDES AND TOP W
q • hb •- p C GONG. FTG. �► •p Q•p L' '
a USE WITH 3x3 SQUARE WASHERS ,�`� 1/2" GROUT E•1
O ANCHOR BOLT CONNECTION (USP IBPS58 OR BP583)
p REINFORCING BAR 3" STEEL COLUMN
DRAIN TILE p . ANCHOR BOLT CONNECTION
FOUNDATION 5;8" DIA. ANCHOR BOLT I
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) O
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION 1 STORY 72" OC (n
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
NEEDED
WHERE NEEDED FOR STRUCTURAL BRACING. V)
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 ROOF JACKS & VENTS DETAIL
SLAB-ON-GRADE
un N
r- Eww�
SUBFLOOR y '6
COLIC. SLAB DOOR FRAME
6X6 10/10 GE JOIST 2
COMPACT FILLILL DOOR
USE 2X8 STEEL BEAM
FOR BLOCKOUT r '
4" SLAB V
P.T. PLATE / W/ 6X6 B \I SLOPE
/� 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT �y
" 1/2" AIR SPACE 1 ° 7 1 2.. (WITH A NAILING PLATE IF NEEDED)
AT END AND '• -
. � •� `, e` •p - •• a• • . TO BE APROX. 1/2" OR HIGHER THAN
ES GRADE a '~'"a""�"""u"-•""-+ ., a BEAM OF WOOD `� D e O -• •, STEEL BEAM TO ALLOW FOR SHRINKAGE
a ' 4 '' a °' ' • p • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12" p p 6X6 W.W.M. ; -4;-Q ^•- a_ e••D =��1 a °•� D�•p
MIN. g,eD c •D 'A A'C �'p ^', •° "�\NOTCH BEAM FOR MUDSILL IF RE]UIRED -- MAXIMUM •p p �0 •a -I I �-�SUBFLOOR
•� a REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF BEAM oI D ° • °e II-II
.D a GIST
REINFORCING BAR e . ,w."'•
DRAIN TILE -4 12"
• a 1, p s p • -
12" •• :• SHEET METAL / 30# FELT UNDEF BEAM AT POINT STEEL BEAM
�• OF CONTACT WITH CONCRETE OP CONC. BLOCK _ m q
s•! 3" PLATE (BOLTED TO BEAM)
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS.
° SHIMS TO LEVEL BEAM �-
REINFORCE FOOTING NTH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FDR WOOD BEAM
GARAGE DOOR BLOCKOUT10
-
BEAM POCKET DRAWN:
w ' SCALE:
JOB#:
b '�y,s .,A • 6/8/2023
SHEET NUMBER:
0
F--�1
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: w
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATIONH
113 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QT. SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
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 (SEE PLANS)
TOE-NAIL TOTAL SQ. FT.OF CONSTRUCTION (SEE PLANS
TOP PLATE 10'WALL:4-8d COMMON RAFTER )
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY:
intent and framingdetails.Th 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 CEILING JOIST 8'WALL:3-8d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
They g S P P 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES w
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 TAB_E 3.7 EACH FACE
DESIGN LIVE LOAD(PSF)
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-;BC LAP NAIL DESIGN DEAD LOAD(PSF)R301.2.2.2ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 11301.7
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER UNINHABITABLE ATTICSS((NNO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS
ALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/180 O
TAB_E 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
OVER PARTITION WFCM-;BC LAP NAIL HABITABLE ATTICS AND INTERIOR WALLS AND PARTITIONS H/180
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 30 INTERIOR(LIGHT FRAME)WOOD WALLS l0
COLLAR TIE AS PER TAB_E 3.4 EACH FACE ATTICS WITH FIXED STAIRS FLOORS O
meets current federal,state,county and local codes,ordinances and regulations,etc. Wail studs above and studs below a floor level shall be attached with uplift connections in INTERIOR(LIGHT FRAME)STEEL WALLS S V360
TO RAFTER WFCM-;BC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO _
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the MASONRY WALLS(8-THICK) So ( ) v36o
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 FIRE ESCAPES 40 CONCRETE WALLS(6-THICK) 85 CEILINGS(GYPSUM) U240
2-8d COMMON GUARDS AND HANDRAILS 200
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS t0 ALL OTHER STRUCTURAL MEMBERS U240
3).Dimensions shall take precedent over scaled drawings. GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES EXTERIOR WALLS(PLASTER,STUCCO) W360
RIM BOARD EACH END (11301.5)PER 20 SQ.IN.200016s
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) W240
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) L/600
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 DESCRIPTIONQ� SPACING NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL
2-16d COMMONLOAD 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 70P PLATE FOOT 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 W
4-16d COMMON
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
STUD TO 1•� I�j
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 COMMON24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
STUD O.C. NAIL Sym.:attached with Sd common nails at 6"o.c.at the panel edges and 12"o.c,in the field,and FIRE PROTECTION Y SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS 11314 NYS. O �
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 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE
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 16d CCMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS CARBON MON IXIDE ALARMS TO COMPLY WITH R315 NYS.
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 20 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION W
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 W w Z
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: OTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL �
[FLOCIR10lSF,BANDJOIST, 2-16dCOMMO CLIMATIC & GEOGRAPHIC DESIGN CRITERIA E"�
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 Q
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
LOAD HAZARDS O C,
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when (MPH) CATEGORY DEPTH TEMP. REQUIRED F
2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL N
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE O
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-Sd COMMONJOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: h--a �
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS:
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 EACH TOE
Any g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON 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. 3 5 SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
BLOCKING EACH TOE
o Unless otherwise noted,all slabs l grade to be 3000 mesh
r.Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d 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:
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 BLOCKING TO: 3-16dCOMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS)
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
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:13
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMOJOIST NAIL O
8x16 cast iron foundation vent for every 150 sq.ft.of area. CD
JOIST ON LEDGER 3-8d COMMON PER TOE NOTES C4
DECK AND COVERED PORCH NOTES: v
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Cn t
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. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. com v Ov
BAND JOIST PER END a�
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMON
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, O Ln t i +�
8).Drainage as required b 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. is co C)
0 - 1�
g q y ) P SILL OR TOP PLATE 2-l6d COMMO FOOT SEE NOTE:1 `-•i C O
FRAMING NOTES Girders re concrete piers shall/2 anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c,nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. f�
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF
EAT 1 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. „� Z w
1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL v
Edition Wood Framing Construction Manual. 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION
g Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Do
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. p v
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. STRUCTURAL PANEL Sd WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ft
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES Ln UAT PANEL EDGES SUPPORTS IN THE PANEL FIELD m
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL �p
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION SEE NOTES:1,3(BOTH FIELDS)
g g QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 12"O.C. 00
CA v
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM i" 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 WALLBOARD 5d COOLERS 10"O.0.FIEL .D INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3 W
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade.
openings.Bearing wall window sills shall also have(2)window sill plates for 20 wall WALL SHEATHING: NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
g PP QTY. SPACING U)
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment requirements shall W
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM•SBC ) E"I
anchors where applicable to all connecting joists. PLUMBING NOTES be used. �1
7/16"OSB 3"O.C.EDGE
6d COMMON
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 V
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. O
on plans. WALLBOARD 5d COOLERS 10"O.C.FIELD CA
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,galvinized box nails shall be permitted to be substituted for common nails. CA
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, JOINT DESCRIPTION NAIL NAIL
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. N
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. E„4
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 V OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2NDFLOOR)
FLOOR.
Y 1
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES MIN.44"SILL-AFF. ��r41
under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: NYS Residential Code R302.11•FIREBLOCKING REQUIRED 2
Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) C
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. ^�
needed. THESE NOTES ARE ONLY TO BE REFERZED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided In wood-frame construction in the following locations. r 1
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 Cn
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 \/
P y 1).Nailing requirements are based on wdl sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed F�
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
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge ibtain 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 o oTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
ELECTRICAL NOTES: shear capacities,nailing requirements fol structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and strewed 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 a5 per manufacture's instructions. COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply 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. 2).DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE P y with current N.Y.S.Residential Code.
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 I
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 nary
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
,i
torch down type material over. and R315 of IRC. 0 DRAWN:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G SCALE:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP �C'
AND BASES.USE WITH FLASHING CAPS TO
1COVERTOP "'r; JOB#'
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t SHEET NUMBER:
fir A-6