HomeMy WebLinkAbout1000-115.-12-17 OFFICE LOCATION: tio�0� $U(/�y010 MAILING ADDRESS:
Town Hall Annex P.O. Box 1179
54375 State Route 25 Southold, NY 11971
(cor. Main Rd. &Youngs Ave.) CIO
Southold, NY 11971 �O� Telephone: 631 765-1938
O Fax: 631 765-3136
LOCAL WATERFRONT REVITALIZATION PROGRAM
TOWN OF SOUTHOLD
MEMORANDUM
To: Michael Domino, President
Town of Southold Board of Trustees
From: Mark Terry, LWRP Coordinator
Date: April 13, 2018
Re: Local Waterfront Coastal Consistency Review for DANIEL & BARBARA CHRISTIANSON
SCTM# 1000-115-12-17
Patricia C. Moore, Esq. on behalf of DANIEL & BARBARA CHRISTIANSON requests a Wetland
Permit for the existing 2,300sq.ft. dwelling; renovate the existing 7'9"x20'1" enclosed wood porch
with 4' wide steps to grade to create a family room; construct a handicap access ramp consisting of
an 11'2"x8' landing to a 6'x34' ramp to a 4'x8'x4'x4'2" landing to a 26'8"x6'2" ramp. Located: 1220
Deep Hole Drive, Mattituck. SCTM# 1000-115-12-17
The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the
Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. Based upon the information provided on the LWRP Consistency Assessment Form
submitted to this department, as well as the records available to me, it is my recommendation that
the actions are CONSISTENT-with the Policy Standards and therefore are CONSISTENT with the
LWRP.
1. It is recommended that the board clarify the setback to the regulated feature.
Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its
written determination regarding the consistency of the proposed action.
Cc: Damon Hagan, Assistant Town Attorney
Town of Southold
LWRP CONSISTENCY ASSESSMENT FORM
A. INSTRUCTIONS
1. All applicants for permits*including Town of Southold agencies,shall complete this CCAF for
proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law.
This assessment is intended to supplement other information used by a Town of Southold agency
in making a determination of consistency.*Except minor exempt actions including Building
Permits and other ministerial permits not located within the Coastal Erosion Hazard Area.
2. Before answering the questions in Section C,the preparer of this form should review the exempt
minor action list,policies and explanations of each policy contained in the Town of Southold
Local Waterfront Revitalization Program.A proposed action will be evaluated as to its'significant
beneficial and adverse effects upon the coastal area(which includes all of Southold Town).
3. If any question in Section C on this form is answered"yes",then the proposed action may affect
the achievement of the LWRP policy standards and conditions contained in the consistency review
law.Thus,the action should be analyzed in more detail and,if necessary,modified prior to making
a determination that it is consistent to the maximum extent practicable with the LWRP policy
standards and conditions.If an action cannot be certified as consistent with the LWRP policy
standards and conditions,it shall not be undertaken.
A copy of the LWRP is available in the following places:online at the Town of Southold's website
(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and
the Town Clerk's office.
B. DESCRIPTION OF SITE AND PROPOSED ACTION
SCTM# 115-12-17
AGENT: Patricia C.Moore for Daniel&Barbara Christianson
The Application has been submitted to (check appropriate response):
Town Board ❑ Planning Dept. ❑ Building Dept. ❑
Board of Trustees X Zoning Board of Appeals 0-
I Category of Town of Southold agency action(check appropriate response):
(a) Action undertaken directly by Town agency(e.g. capital construction,planning
activity, agency regulation,land transaction) ❑ "
(b) Financial assistance (e.g. grant, loan, subsidy) ❑
(c) Permit, approval, license, certification: ❑ Type: _
Town of Southold LWRP
Consistency Assessment Form 1
Board of Trustees Application
GENERAL DATA
Land Area(in square feet):
Area Zoning: `4
Previous use of property:..
Intended use of property: I-V 000 GU C� )CC YaMQ G)Y_
Covenants and Restrictions on property? Yes No
If"Yes",please provide a copy. /
Will this project require a Building Permit as per Town Code? ✓ Yes No -
If"Yes",be advised this application will be reviewed by the Building Dept.prior to a Board of Trustee review
and Elevation Plans will be required. /
Does this project require a variance from the Zoning Board of Appeals? Yes ✓ . No
If"Yes",please provide copy of decision.
Will this project require y demolition as per Town Code or as determined by the Building Dept.?
Yes require
Does the structure(s)on property have a valid Certificate of Occupancy? Yes No
Prior permits/approvals for site improvements:
Agency Date
fuatver' l qq1 I 19 'q-7 QzM6vcv'h�A �trvCh w/w- 7S�
V1 vvir�►��5 . -
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tot -7 S
Q �1 q_9 `f 1-71 13 Qe.J(ceGe- A,-I' J re constvVd-
No prior permits/approvals for site improvements.
a enc
Has any permit/approval ever been revoked or suspended by a governmentalg Y7ZNo Yes
If yes,provide explanation:
Project Description(use attachments if necessary):_ Ike tA(wn i i �7`q 20 f
i-0 grey C4..4 1— mw Q06()j
r0AIrr I c►ivrc@,cmg ,�'D� LL
Nature and extent of action: Renovate existing screened porch built in 1997
(Trustees waiver) and convert to family room; add handicap ramp for owner's
access
Location of action: 1220 Deep Hole Drive,Mattituck NY 11952
Site acreage: 22,510 sq.ft. on Deep Hole Creek,Mattituck
Present land use: improved with house & dock
Present zoning classification: R-40
2. If an application for the proposed action has been filed with the Town of
Southold agency,the following information shall be provided:
(a)Name of applicant:, Daniel& Barbara Christianson
(b)Mailing address: 1220 Deep HOIe Drive,Mattituck NY 11952
(c) Telephone number: (_631 ) 298-8130
(d)Application number, if any: _
Will the action be directly undertaken,require funding, or approval by a state or federal
agency? Yes ❑ No X If yes,which state or federal'agency:_
}
Town of Southold LWRP
Consistency Assessment Form 2
DEVELOPED COAST POLICY
Policy 1. Foster a pattern of development in the Town of Southold that enhances
community character,preserves open space, makes efficient use of infrastructure, makes
beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP
Section III-Policies;Page 2 for evaluation criteria.
Yes X No ❑ Not Applicable ❑
Discussion (if appropriate): improvements to existing house and handicap access for
owner
Policy 2. Protect and preserve historic and archaeological resources of the
Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluatio criteria
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate):
Policy 3. Enhance visual quality and protect scenic resources throughout the Town of
Southold. See LWRP Section III-Policies Pages 6 through 7 for evaluation criteria
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate):
f
i
Town of Southold LWRP
Consistency Assessment Form 3
1
NATURAL COAST POLICIES
Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion.
See LWRP Section III-Policies Pages 8 through 16 for evaluation criteria
Yes ❑ No ❑ Not Applicable X
Discussion(if appropriate): _
Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP
Section III-Policies Pages 16 through 21 for evaluation criteria
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate):
Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems
including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III-
Policies;Pages 22 through 32 for evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate): _
Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III-
Policies Pages 32 through 34 for evaluation criteria. See Section III-Policies Pages; 34
through 38 for evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion(if appropriate): _
Policy 8. Minimize environmental degradation in Town of Southold from solid waste and
hazardous substances and wastes. See LWRP Section III-Policies;Pages 34 through 38 for
evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion(if appropriate): _
Town of Southold LWRP 4
Consistency Assessment Form
PUBLIC COAST POLICIES
Policy 9. Provide for public access to, and recreational use of, coastal waters,public
lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38
through 46 for evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion(if appropriate):
WORKING COAST POLICIES
Policy 10. Protect Southold's water-dependent uses and promote siting of new
water-dependent uses in suitable locations. See LWRP Section III-Policies;Pages 47 through
56 for evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate):
Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the
Peconic Estuary and Town waters. See LWRP Section III-Policies;Pages 57 through 62 for
evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion(if appropriate): _
Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III-
Policies; Pages 62 through 65 for evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate): _
Policy 13. Promote appropriate use and development of energy and mineral resources. See
LWRP Section III-Policies;Pages 65 through 68 for evaluation criteria.
Yes ❑ No ❑ Not Applicable X
Discussion (if appropriate): _
*copy of Town form created on 2/11/06
Town of Southold LWRP
Consistency Assessment Form 5
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SURVEY OF PROPERTY,'
SITUATED AT �'" `
I Ir=� — f 7- ; MATTITUCK I,_ Yip
1 TOWN OF SOUTHOLD,
NEW SUFFOLK AVENUE SUFFOLK COUNTY, NEW �' &
S.C.. TAX No. 1000-115-12-17
MAR - 8 2018 1 JULY SCALE
7, 1996
OCTOBER 11, 1996 TOPO&TREE LOCATIONS
I AUGUST 4, 1997 LOCATED SURROUNDING WELLS &CESSPOOLS
NOVEMBER 15, 1997 ADDED FLOOD ZONE
p, ------ - -` ,IMARCH 22, 1999 FINAL SURVEY ON HOUSE
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2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP COMMUNITY-PANEL No. 360813 0116 D
Taa 9A,N[a 1 nCr ILO{iTAIC Wv
ZONE A4(0.8). AREAS OF100-YEAR FLOOD:RASE FLOOD ELEVATIONS A. Ingegno
ONS AND Land Surveyor
FLOOD HAZARD FACTORS DETERMINED.
ZONE 8: ARM BETWEEN LIMITS OF THE 100-YEAR FLOOD AND 500 YEAR FLOOD:
OR CERTAIN AREAS SUBJECT TO 100-YEAR FLOODING WITH AVERAGE DEPTHS IAN
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LESS THAN ONE(1)SQUARE MILE:OR AREAS PROTECTED BY LEVEES FROM
THE BASE FLOOD. 7 s PHONE(516)727-209D I.(510)722-5093
GFFM LOCATED AT 1M9M ADOR=
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— - - — WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" O FqFq
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FOOTING COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL N
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. O
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
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GENERAL NOTES: A:: W co
ALL STRUCTURAL MATERIAL TO BE ACQ. BRACE AND CROSS BRACE AS REQUIRED. � N
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BRACE UNDER RAMP STRINGERS BETWEEN EACH SET OF 4X4 WOOD POSTS. Q X 0
DECKING TO BE 5/4X4 ACQ UNLESS OTHERWISE SPECIFIED BY OWNER. Z m = �
ALL DECK PLANK NAILS / SCREWS TO BE STAINLESS STEEL EXTERIOR RAILING TO BE MIN. 42" ABOVE FINIISHED DECK 0
SURFACE PER NYS CODE, SECTION 1013 FOR ALL EXTERIORLL n 0 M
RAMPS: WALKING AREAS 30" OR MORE ABOVE GRADE. 0
RAMPS SHALL SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. W U)
LANDINGS:
RAMPS SHALL HAVE A LANDING AT BOTTOM AND TOP OF EACH RUN. LANDINGS RAILING TO CONTINUE 0
HAVE A SLOPE NOT STEEPER THAN 1:48 AND SHALL COMPLY WITH '- " ST T AT
SHALL V 1 0 PA POSTS _
SECTION 405 OF THE AMERICAN NATIONAL STANDARD (ANSI). AT TOP & AT BOTTOM12 cel
RAMPS THAT CHANGE DIRECTION AT LANDING SHALL HAVE A 60"X60" MINIMUM OF RAMP AS PER CODE o -CNI
LANDING. -, }
- - - - - - - - - - - - - - - - - - - - - - _
2 - 1/2" DIA. GALV. ,� ;4 I
HANDRAILS: BOLTS w/WASHERS -
RAMPS WITH A RISE GREATER THAN 6 INCHES SHALL HAVE HANDRAILS COMPLYING
WITH SECTION 505 OF ANS. HANDRAILS SHALL NOT REDUCE THE REQUIRED AND NUTS PER POST
CLEARANCES OF A RAMP RUN OR LANDING. AT EACH GIRDER til
DRAWN BY: JF
EDGE PROTECTION:
EDGE PROTECTION COMPLYING WITH SECTION 405.9.1 OR 405.9.2 SHALL BE EXCAVATE AND REFILL 7/12/2017
PROVIDED ON EACH SIDE OF RAMP RUNS AND AT EACH SIDE OF RAMP LANDINGS. AS REQUIRED FOR
HANDRAIL EXTENSIONS: ' RAMP INSTALLATION SCALE: SEE PLAN
HANDRAILS FOR RAMPS SHALL HAVE EXTENSIONS COMPLYING WITH SECTIONS
505.10.1 THROUGH 505.10.3 (EXCEPT AT THE INSIDE TURN OF RAMPS).
CROSS SECT 10RS SHEET NO:
SCAL1=: 3/8" = v-O"
O
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
4"MAX.
GIRDER 4"DIA.MAXIMUM
DECKING DECKING
EXTERIOR c
WALL DECK JOIST L DECK JOIST _ I
_z
1/2"DIAMETER LAG SCREWS, CONTINUOUS FLASHING,EXTENDED
THROUGH-BOLTS WITH WASHERS PAST JOIST HANGERS,CAULKED TO
OR 5"LEDGERLOK SCREWS PREVENT WATER INTRUSION LEDGER FLOOR (2) 1/2"GALV, OR S.S.
AND JOIST FLUSH ON TOP JOIST CARRIAGE BOLTS WITH GIRDER m
WASHERS AND NUTS O
RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS
INTRUSION LEDGER AND ANCHOR
DECKING 1/2"DIA.EXPANSION BOLTS, d o a JOIST FLUSH ON TOP
FLOOR MIN.
EPDXY OR ADHESIVE(PER 'C a' o CONCRETE POST
" MANUFACTURE INSTRUCTIONS) a ;
JOIST 1-5/8"MIN. w/WASHERS AND NUTS o d° PIER
5"MAX. DECK JOISTS ^•>D• .°• DECKING DECK/PORCH RAILING
"MIN. D ,,e.ae
4 . p•a.
D•°4 d..... JOIST HANGER o y�•• o DECK JOISTS DE---1f DECKING Z
v a
eD,•,•o 2X ACQ LEDGER BOARD FOUNDATION WALL D ° o•e•a O
a ° NOTE: V4 !o•4 DECK JOIST DECK JOIST
=If
po 4 BLOCK FOUNDATION eD,sa.o RAILING
FOUNDATION •p a. TO BE FILLED WITH n °� JOIST HANGER POSE
WALL ' °' GROUTATANCHOR • po ;� O
•°A° °'°• LOCATIONS 2X ACQ LEDGER BOARD
0- z SIMPSON DTT2Z HOLD-DOWN Iii� A
GIRDER GIRDER RIM BOARD
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING
2"MIN. � w z
0 5"MAX. DECK JOIST
THROUGH-BOLTS o VE/'1 O
THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MIN. J
SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT " W
HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST
EXPANSION AND ADHESIVE ANCHORS CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED
ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM
12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POSTW
IN 2 ROWS TO A CONCRETE OR SOLID MASONRY WALL AS SHOWN IN LEDGER DETAIL.EXPANSION CONCRETE RPOST-TO-DECK CONNECTION Volw
AND ADHESIVE ANCHOR BOLTS SHALL HAVE A DIAMETER OF 1/2".MINIMUM SPACING AND
O O MIN. O 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL
5"MAX.
6-1/2"M IN.FOR 2X10 ANCHORS MUST HAVE WASHERS V co
5"MAX-E
O O O 7-1/2"MIN.FOR 2X12 LAG SCREWS Z
3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES 4"MAX. ` v
1--J 2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. N
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND r�
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S.
CONCRETE 0
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 BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4"
FROM TOP AND BOTTOM EDGES.
24"X24"X12"CONC. FTG. HANDRAIL NOTES: Q
3' 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 ZD
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 I-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 Il.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
SOLID SAWN 7GIRDER distance of 3/4 inch measured vertically from the tallestFLOOR JOISTS DECK i i I JOISTS DECI: 1 portion of the profile and achieve a depth of at least 5/16
JOIST JOIgr inch within 7/8 inch below the widest portion of the
i iprofile.The required depth shall continue for at least 3/8 1-1/2"SPACE
THREADED ROD MAY BE THREADED ROD MAY BEinch to a level that is not less than 1-3/4 inches below the MINIMUM
SLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12tallest portion of the profile.The minimum width of the
AWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a
LJOIST HANGER GIRDER WEB WITH(16)10d NAILSL JOIST HANGER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS
AND CLINCH radius of 0.01 Inches.
BALUSTERS
10d THREADED NAIL OR#10 WOOD SCREWS,
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTA GREATEREDIN 2 ROWAN LONG.
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION f1/
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTHLL.W
SH THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS ��
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR W
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
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE Q (1�V
�.
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS z LO
OR 5"LEDGERLOK SCREWS SIMPSON D172Z HOLD-DOWN J
W C) N
DECK 7GIPDER
STAIR TREAD J JLO
i`7� JOISTRIM BOARD OO
THREADED ROD MAY BE _ caTSLOPED UP TO 1:12STRINGERMINIMUM 1-1/2"THICK FLOOR JOISTS BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) AWAY FROM THE HOUSE U. OFILL BAY AND FIT SNUGLY L101ST HANGER `-,
JOIST V) O
LIJ
LL
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION 0
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) Q� y`° g� z'
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST 0 C • �' �v`::J i
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE
FLOOD �p �'• 0521° ��`
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES ►f���t�
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY. SPACING STRINGER
JOIST TO: 4-8d COMMON PER TOE Q16"OC MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL
20 PSF 130 B SEVERE 3 FT. 11 NONE - _ (2)rHRu-
D RAW N BY 3F
TO HEAVY MODERATE BRIDGING 2-8d COMMON EACH TOE BOLTS
TO JOIST END NAIL
BLOCKING EACH TOE P844 POSE 4
TO JOIST 2-8d COMMO END NAIL WOOD JOIST ANCHOR "dia.
Do PIER 16"TREAD /12/201"
p °
1). ALL FRAMING, CONSTRUCTION, COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING TO: 3.16d COMMO EACH TOE °
SILL OR TOP PLATE BLOCK NAIL
LEDGER STRIP 3-16d COMMO EACH FACE GIRDER/HEADER GRADE > a CONC.SLAB °y Q" SCALE: SEE PLAN
2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. TO BEAM JOIST NAIL
WOOD JOISTo• (AS REQ.) 'Q'.p °
JOIST ON LEDGER 3-8d COMMO PER TOE a 4• °•'4 A
3). ALL FASTENERS, HANGERS, AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM JOIST NAIL �' 8"dia. •o%1'� DECK PIER
BAND JOIST PER END •4 N tii 4
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. 3-16d COMMO „ , .° CONC. 4p•°, PER PLAN
TO JOIST JOIST NAIL 3'� 4" PIER
BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER -'•a� , "c- SHEET N O:
SILL OR TOP PLATE 2-16d COMMO FOOT TOE NAIL va •4•°'a'
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH G,' o�'°•4
THE PROPER STEEL CONNECTOR.
6). FLASH ALONG HOUSE WALL, OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ° ro
TO ALLOW FOR SHRINKAGE.
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