HomeMy WebLinkAbout52136-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
UNTI L FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52136 Date: 07/31/2025
Permission is hereby granted to:
Bruce A Anderson
2265 Long Creek Dr
Southold, NY 11971
To:
legalize "as built" deck reconstruction and outdoor shower as applied for per Trustees approval.
Additional certification may be required.
Premises Located at:
2265 Long Creek Dr, Southold, NY 11971
SCTM# 52.-8-4
Pursuant to application dated 07/01/2025 and approved by the Building Inspector.
To expire on 07/31/2027.
Contractors:
Required Inspections:
Fees:
As Built Addition/Alteration $1,137.00
CO-RESIDENTIAL $100.00
Total S1,237.00
6 ,11, -
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 https://w%vw.southoldtowniiy.gov
Date Received
APPLICATION FOR BUILDING PERMIT
U
For Office Use Only E C E
PERMIT NO. Building Ins ecton
p
2025
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:June 16, 2025
OWNER(S)OF PROPERTY:
Name:Bruce Anderson SCTM# 1000-52-8-4
Project Address:2265 Long Creek Drive, Southold
Phone#:516-380-4907 7Email:bruceanderson9131 @gmail.com
Mailing Address:2265 Long Creek Drive, Southold, NY 11971
CONTACT PERSON:
Name:See owner
Mailing Address:
Phone#: Email:
DESIGN PROFESSIONAL INFORMATION:
Name:Joseph Fischetti, P. E.
Mailing Address:PO Box 616, Southold, NY 11971
Phone#:631-765-2954 Email:
CONTRACTOR INFORMATION:
Name:N/A
Mailing Address:
Phone#: Email:.
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
OOther replace deck and add outdoor shower(as built) S$40,000
Will the lot be re-graded? ❑Yes R No Will excess fill be removed from premises? ❑Yes RNo
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? Dyes RNo IF YES, PROVIDE A COPY.
19 ki'iec'k Box After Reading:inn: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town code. APPl1CATION 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 buUding(s)for necessary Mspectlons.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210A5 of the New York State Penal law.
Application Submitted By t na e):Bruce Anderson ❑Authorized Agent ROWner
Signature of Applicant Date: -7//
STATE OF NEW YORK)
SS:
COUNTY OF
V AJ
V 0 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signi g contract)above named,
(S)he is the Ow
(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 2C •
Not llkali iWA.ST�N
No y0A
Ito.0108=9
PROPER III --------------------- V
_.
(Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Glenn Goldsmith,President Town Hall Annex
54375 Route 25
A.Nicholas Krupski,Vice President P.O. Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
9
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 10435A
Date of Receipt of Application: July 10, 2023
Applicant: Bruce & Susan Anderson
SCTM#: 1000-52-8-4
Project Location: 2265 Long Creek Drive, Southold
Date of Resolution/Issuance: August 16, 2023
Date of Expiration: August 16, 2026
Reviewed by: Liz Gillooly, Trustee
Project Description: Reconstruct existing 620sq.ft. deck, and 4'x5' stairs; install 4'x6'
concrete slab; reconstruct 3.5'x9' access stairs in kind/in-place; install generator and
outdoor shower beyond 100' from wetland boundary.
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an
Administrative Permit allows for the operations as indicated on the survey prepared by
Kenneth M. Woychuk Land Surveying, PLLC, received on July 10, 2023, and stamped
approved on August 16, 2023 and the site plan prepared by Suffolk Environmental
Consulting, Inc., dated July 4, 2023, and stamped approved on August 16, 2023.
Special Conditions: None
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
4�- 4"
Glenn Goldsmith, President
Board of Trustees
F j s c; �H E: 'T T1
ENGINEERING
June 21, 2025
Town of Southold
Building Department
Main Road
Southold, NY 11971
RE: 2265 Long Creek Drive,Southold
I have inspected the outside shower that drains to a gravel base and I certify to the best of my
knowledge and experiance that the work was done according to New York State Residential Building
Codes.
mA21,
wW�
JOSEPH@FISCHETTI.COM FIB CHETTIENGINEERING.00M 63 1 -765-2954
1 725 H 0 6 A R T ROAD 5 O U T H O L D , NEW Y O R K 1 1 97 1
FISCHETTI
ENGINEERING
September 6, 2024
Town of Southold
Building Department
Main Road
Southold, NY 11971
RE: 2265 Long Creek Drive, Southold
I have inspected the repairs to the Deck. I certify to the best of my knowledge and experiance that all
work was done according to New York State Residential Building Codes.
VJ
JOSEPI-I@FISCHETTI.COM FISCHETTIENGINEERING.COM 63 1 -765-2954
1 7 2 5 H O 13 A R T R 0 A E3 S O U T H O L o , N E W Y O R K 1 1 9 7 1
S.C.T.M. N 0. DISTRICT. 1000 SECTION: 52 BLOCK: 8 LOT(S): 4
POND
A
Av��
L: T�
BOud of Trust
FALE7
,so 511
TIDAL WETLANDS AS DELINEATED BY
SUFFOLK ENVIRONMENTAL CONSULTING, INC. MOH.
SEPTEMBER 5, 2017 10)119"F
1,4
NG
STEPS
.5i)ml
0 e reconstructed
k, kind and place
--I --
PIPE (J\. 0
Co
cz
PROPOSED
4'0 ON GRADE
PROPOSED
0
Ci LP.GAS 0
2ND FLR
CANTI
PROPOSED
TRELLIS OVER PATIO 0
PROPOSED
Oulm
CXV
PROPOSED
- -------------
DRY WELL 44-5
NYSDEC LOT COVERAGE
ADJACENT AREA: 36543 S.F. 5.0
PROPOSED
DWELLING: 1989 S.F. SHED 4.5x7'
FRONT PORCH: 535 S.F. 17
GREEN HOUSE 68'
REAR DECK: 621 S.F.
DRIVEWAY. 1780 S.F. AI PROPOSED
WOOD STOOP: 39 S.F. DRY WELL
SHORLINE STEPS: 32 S.F
ENCLOSED STORAGE: 25 S.F.
TOTAL EXISTING COVERAGE. 502—IS.F. or 13.7%
Jp-
PROPOSED SHED WIGREENHOUSE: 80 S.F. F
PROPOSED SLAB: 24 S.F. C)
PROPOSED OUTDOOR SHOWER: 16 S.F.
PROPOSED GENERATOR: 15 S.F. LOT 3
TOTAL PROPOSED COVERAGE: 5156 S.F. or 14.1% CD
LOT 4
t 01
APPRUVED LRY
BOARD OF 'i i�JJSTE I-S MON,
TOWN 11`OF 01-11"H,7ILD L)T 5 109.
DATE 2 0 X.:
S70 SO'.Nfl,
PIPE
Lo
REVISED 00—17-23
REVISED 03-22-22
712.05' UPDATED 01-05-22
THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 37,325.32 SQ.FT, or 0.86 ACRES ELEVA T70N DATUM:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INST7TU77ON, GUARANTEES ARE NOT TRANSFERABLE
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: LOT 4 OF NEW CERTIFIED TO: BRUCE ANDERSON;
MAP OF: LONG POND ESTATES SECTION ONE l SUSAN ANDERSON;
FILED: DEC. 27, 1985 No.8037 C-2
SITUATED AT: SOUTHOLD
0
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK p 05088 Professional Land Surveying and Design
— N P.O. Box 153 Aquebogue, New York 11931
FILE # 17-152 SCALE: 1"=30' DATE: JAN. 10, 2018 N.Y.S. LISC. NO. 0882 PHONE (631)298-1588 FAX (631) 298-1588
05 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
1 '
1
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45'-83/4"
221-03/411 31-811 ol
,ol
I
1 11 1 11 5 1 n 1 " 1 11 2 1 11 I 11 i I 11 1 " 1 "
- 2-2 5-11 -103/4 5-11 2-2 -2 6-5'/z 16-5 6-5'/z 2-2
0
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2X10 ACQ GIRDE(t ; ;- (1)2X10 ACQ GIRDE( ; I ; O I�••I
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LEDGER BOARD TO BE FASTENDED ,
TO BUILDING WITH TIMBERLOK®
SELF-COUNTERSINKING SCREWS
BY OLYMPIC MANUFACTURING '
(2 SCREWS @ 32"O.C.) �
EXISTING HOUSE(NORTH SIDE) A PROPOSED FOUNDATION PLAN
;
SCALE: 1/4" = 1'-0"
•
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-0 LLJ
ol 45-83/4" -0 W
lo Q) z
lo, 22'-03/4" 23'-8° z CD Z LLo
2'-21 5'-11" 5'-103/4 5'-11" 2'-211 2'-2" 6'-5'/211 6'-511 6'-5'/2" 2'-2" w X I
to QpOC.0
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( )2X10 ACQ GIRDE� ; ; (�)2X10 ACQ GIRDEf ; - - - - _ - - - - - - - - - - - - - f
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LOWER DECK EXISTING IDECK TO BE I O
p DEMOLISHE AND REBUILT p I O
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I X I X I ^
' DRAWN BY: JF
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' I I 10/15/2023
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r,s , SCALE: SEE PLAN
SHEET NO:
EXISTING HOUSE
(NORTH SIDE) EXISTING FOUNDATION PLAN
SCALE: 1/4 = 1 -0 '°90 05 sslovk�'
ol 45-83/4"
10
22'-03/4" 23'-811 ol
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LOWER DECK orL Z
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UPPER DECK
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EXISTING HOUSE
(NORTH SIDE)
FLOOR PLAN
SCALE: 1/4" = 1'-0"
w
-�-� w
QJ Z
Z 'r-
/ � J co � N
5/4 CAP X
Q RAILING (TYP) _ _ _ _ - OO �tx4 TRIM �_ 0 co2:
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M / 2X4(HORIZONTAL) V—
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AAR 2X8 ACQ @16"OC — - - — � _ _ q
2 2X10 O 1X6 T&G Q)
A � � (2) 2X10 =: N -O SIDING
4X4 ACQ O
a� ACQ o T-FF--
6X6 ACQ ACQ °
6 e POST � POSTS
• -�� 1X4 TRIM
5/4 DECKING OVER
12"dia. ►v 12"dia. v 2X4 ACQ @16"OC DRAWN BY: JF
PIER .p PIER .p O -= p RUSHED STON
A e 12" DEEP
e
4'-0 o p = T1 10/15/2023- �
a� ►� Q ►� m C C
6,0 24"X24"X12" 24"X24"X12" — - - — s"dia. PIERS SCALE: SEE PLAN
•� FTG FTG OUTDOOR SHOWER
SCALE: 3/8" = l'-0" ,0� 'f�_,
. a e . ct?a� SHEET NO:
DECK SECTION r, '
SCALE: 3/8" = l'-0"
Roy ss o�Q�
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4"MAX.
GIRDER 4"DIA.MAXIMUM
DECKING DECKING
AWASHERS
DECK JOIST DECK JOIST
z
1/2"DIAMETERCONTINUOUS FLASHING,EXTENDED
THROUGH-BOLTS WIPAST JOIST HANGERS,CAULKED TO
OR 5"LEDGEPREVENT WATER INTRUSION LEDGER FLOOR (2) AG GALV.OR S.S.AND JOIST(LUSH ON TOP JOIST CARRIAGE BOLTS WITH GIRDERWASHERS AND NUTS
RI CAULK TO PREVENT WATER SIMPSON CBS
INTRUSION LEDGER AND ANCHOR t�Ti
DECKING 1/2"DIA.EXPANSION BOLTS, 4,. r
w• JOIST FLUSH ON TOPEPDXY OR ADHESIVE(PER CONCRETE POST
FLOOR MIN. MANUFAERSAN NSfRUCTIONS) ' • PIER OJOIST 1-5/8"MIN. w/WASHERS AND NUTS0' 05"MAX. DECK)OISTS •• DECKING DECK/PORCH RAILING
MIN. am•°• DECKING DECKINGOJOIST HANGER ' � DECKJOISTS 2X ACQ LEDGER BOARD FOUNDATION WALL � lQ)' NOTE` ..• DECKJOI DECK JOIST BLOCK FOUNDATION .a RAILING
FOUNDATION 0 TO BE FILLED WITH , JOIST HANGER POSTWALL GROUT AT ANCHOR 2X ACQ LEDGER BOARD
LOCATIONS Q W �J
SIMPSON DTT2Z HOLD-DOWN r"1
GIRDER GIRDER RIM BOARD � V LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING
.MIN.
I
O
THROUGH-BOLTS 5"MAX
TIECKIOIST
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS LTJ2"MIN. �j 7 u
SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST -I//�.. IFO1
HEAD AND NUT. SIMPSON CC SIMPSON CBS
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR CAWAS ERSRAGE OLTS AND NITH ATTACHED UTS NAILS TOP ANITH 10d D BOTTOM THREADED
STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD
CONCRETE
12"« IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALLAS SHOWN IN LEDGER DETAIL.EXPANSION PIER POST-TO-DECK CONNECTION .^
� 1 AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND POST
2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
® ® ® ® 6-1/2"MIN.FOR 2XI0 ANCHORS MUST HAVE WASHERS 11.0
Y 1
5"MAX.[ o ® ® 7-1/2'MIN.FOR 2X12 LAG SCREWS N V J
3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES
4"MAX.
W2"MIN. LEDGER LAG SCREW.THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. ^,
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK LENGTH MUST PENETRATE BEYOND `
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE
LEDGERLOK SCREWS PIER
LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM
LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BEAMINIMUM DISTANCE OF 3-3/4"FROM ENDS AND I-3/4"
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC.FTG. HANDRAIL NOTES:
T BELOW GRADE All required handrails shall be of one of the following types
(ALT.:BIGFOOT FOOTING) or provided equivalent graspability.
z_
1).Type I.Handrails with circular cross section shall have an
outside diameter of at least 1-1/4 inches and not greater
36"MIN. than 2 Inches.If the handrail is not circular it shall have a
perimeter dimension of at least 4 inches and not greater
than 6-1/4 Inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO]-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches.
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTS WITH WASHERS
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type It.Handrails with a perimeter greater than 6-1/4
Inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a STAIR RAILING ,distance of 3/4 inch measured vertically from the tallest
SOLID SAWN DECK s 1 I JOISTS DECK s t portion of the profile and achieve a depth of at least 5/16
FLOOR JOISTS JOIST 1 s JOIST s s Inch within 7/8 Inch below the widest portion of the Uj
s s s s profile.The required depth shall continue for at least 3/8 1-1/2"SPACE
THREADED ROD MAY BE THREADED ROD MAY BE inch to a level that is not less than 1-3/4 Inches below the MINIMUM
SLOPED UP TO HE MINIMUM 2 TO
SLOPED UP TO HE tallest portion of the profile.The minimum width of the 1 y
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 Inches to a
GIRDER WEB WITH(16)tOd NAILS GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS
JOIST HANGER AND CLINCH JOIST HANGER radius of 0.01 Inches.
W
BALUSTERS
IOd THREADED NAIL OR X10 WOOD SCREWS,
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTAGGERED
GREATEREDIN 2 ROAN WS
LONG.
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL �V��/\■ L �,.�
• " HANDRAIL CONNECTION z n
' ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH z '�^ ^ Lo
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS W Q N
6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN J X J
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL O O LO
BEAM ASSEMBLY DETAIL PROVIDE N EQUIVALENT GRIPPING SURFACE VVV (0
1/2"DIAMETER LAG SCREWS, ,_ 7 A
ATTACH BLOCKING TO DECK WITH L 1
IOd NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS co
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN U O
(n0 � M
DECK 7GIRDER
STAIR TREAD 'U) O
JOIST RIM BOARD WTHREADED ROD MAY BE ASLOPED UP TO HE STRINGERLL
MINIMUM 1-1/2"THICK FLOOR JOISTS AWAY FROM THE HOUSEO
BLOCKING.BLOCKS MUST (SOLID OR WOOD-1)
FILL BAY AND FIT SNUGLY JOIST HANGER
JOIST /�� /•�
�cV\Vn\■ LL
VI
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION O
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 4 -
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST
GROUND WIND SEISMIC FROST WINTER ICE SHIELD FLOOD NAILING SCHEDULE DRAWN BY: 3F
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT NAIL NAIL
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY SPACING NOTES
STRINGER
JOIST TO: PER TOE10/15/2023
4-Bd COMMON
MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL (2)THRU-
20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE BRIDGING 2-Ed COMMONEACH TOE BOLTS s
TO JOIST END NAIL
BLOCKING EACH TOE AN POST 4
2-Ed COMMON ANC , "dia. 1
TO JOIST END NAIL WOOD JOIST ANC OR
PIER 16"TREAD SCALE: SEE PLAN
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3-16d COMMONEACH TOE O•!
SILL OR TOP PLATE BLOCK NAIL s ...•�.
LEDGER STRIP EACH FACE GIRDER/HEADER GRADE - CONC.SLAB '•y
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. 3-16d COMMON •
TO BEAM JOIST NAIL (AS REQ.) •d •
IF
JOIST ON LEDGER PER TOE WOOD JOIST ,y•, ,. 1 I,SA
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAIL B'dia. • `o DECK PIE rr SHEET N O
BAND JOIST 3-16d COMMO PER END 3,D„ '• CONC. sy PER PLA LP '�,'..` C'k,� O
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL a�t PIER •` •1 T "ter
FLUSH JOISTS WITH HEADER/GIRDER .' SO 4
BAND JOIST TO: PER ��•� .•:•� -
2-t6d COMMO TOE NAIL _
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. Slu OR TOP PUTS FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH a"•' '•`: I_t y
THE PROPER STEEL CONNECTOR. •i` '"♦` r— -� s `je 1,J ,""'.1 E
SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE, TO ALLOW FOR SHRINKAGE.
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