HomeMy WebLinkAbout49355-Z �g�FFOt o- Town of Southold 11/16/2023
o P.O.Box 1179
x 53095 Main Rd
y�j�1 far Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44743 Date: 11/16/2023
THIS CERTIFIES that the building DECK
Location of Property: 700 Goose Creek Ln, Southold
SCTM#: 473889 Sec/Block/Lot: 79.-1-1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/9/2023 pursuant to which Building Permit No. 49355 dated 6/9/2023
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
deck addition to existing single family dwellingas applied for.
The certificate is issued to Taggart,John&Carol&Or.
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
tho i d ignature
�O�SOf FOL
y
BUILDING DEPARTMENT
a ` 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#: 49355 Date: 6/9/2023
Permission is hereby granted to:
Taggart, John
PO BOX 1226
Southold, NY 11971
To: Remove old and construct new deck addition to existing single family dwelling as
applied for, with Trustees #10349A and DEC approvals.
At premises located at:
700 Goose Creek Ln, Southold
SCTM # 473889
Sec/Block/Lot# 79.-1-1
Pursuant to application dated 5/9/2023 and approved by the Building Inspector.
To expire on 12/8/2024.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $353.60
CO-ALTERATION TO DWELLING $50.00
Total: $403.60
Building Inspector
�pF SOUTy
f # TOWN OF SOUTHOLD BUILDING DEPT.
yco631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ rSLATION/9AULKING
U
FRAMING /STRAPPING [ NAL,
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATAtON [ ] PRE C/O [ ]' RENTAL
REMARKS
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DATE Y2 INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (IST)
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FOUNDATION (2ND)
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ROUGH FRAMING&
PLUMBING
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INSULATION PER N. Y. �"3
STATE ENERGY CODE
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FINAL
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
9
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Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtoMLnny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
)For Office Use Only nLJJ 1� t 11
PERMIT NO. Building Inspector: MAY T9 1023
ID,
Applications and,forms must be filled out intheir entirety.lnconplete-...
WILL)INUMPT
applications will not be-a6cept: 'ed. Where the'Applicant is not the owner,an
T"OFSOMOM
Ownee.s,Authdrizatidn'forrm,(P6ge 2shalf be-'50m
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Date:
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PERTY: t',-
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N a m e: -
SCTM#1000
Project Address:
Phone#: EmaiL�A,',,
a-
Mailing Address:
-
CONTACT PERSOW::- ,
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Na A g W_ AA-ct�.
Mailing Address:
4
Phone#: Email:
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DESIGNTROFESSIONAL INFORMAT
Name:
Mailing Address:
Phone#: Emailro
-
CONTRACTOR INFORMATION:
Name:
Lit
Mailing Address:
Phone#: Email-
DESCRIPTION,'AF,PROPOSED,CONSTRUCTION
XNew Structure ElAddition ElAlteration Repair DDemolition Estimated Cost of Project:
00ther $3(') a0d
Will the lot be re-graded? F-1Yes No Will excess fill be removed from premises? E]Yes JoNo
JecC i
J
P.ROPERT-T INFORMATION
g use of property: Intended use of property:
I -�c1(( aJe,tr
Zone or use district in which premises is situ ted: Are there any covenants d restrictions with respect to
this property? ❑Yes No IF YES,PROVIDE A COPY.
R�rc6ia-& After Reading: The owner/contractor/design professional is,responsible for all drainage and storm-watenIssues as provided by
Chapter 236 of the-Town Code.APPLICATION 1S 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;;Ordlriances or Regulations;for the construction of buildings;;
alterations or.for removal or demolition as herein described.The applicant agrees tocomply with all apppeabie laws,ordinances,building code;-
additions, .
housing code and'regu6,tions and to admit authorized inspectors,on,pre'misesand in building(s)fodnecessary'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): a, Authorized Agent ❑Owner
( � J
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF 00—W—WA
)
r �f I I r"'M ✓ being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signingcontract)above named,
(S)he is the Can fina Claio�
(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 thjs�
day of 't �r 20Z.3-
74
023
Notary Public
CUWA FRAM
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION pouaraedinS.folk05FCo ntY
Qualfied in Suffolk County �
(Where the applicant is not the owner) myconnverioniE><prwii61,20._.�
I, -Jio 1-r residing at. W Gaosle
So vg tj , ,/V do hereby authorize Gy,�/i •M (�D.v Gt114% to apply on
myeZ
the Town o outho Building Department for approval as described herein.
12"4 Ad Z
Owner's Signat Date
. A 4�
Print Owner's Name
2
Glenn Goldsmith,President S0(/�y Town Hall Annex
A.Nicholas Krupski,Vice President ,`O ��� 54375 Route 25
P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly cn 4=
EQ Telephone(631) 765-1892
Elizabeth Peeples
Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 10349A
Date of Receipt of Application: March 24, 2023
Applicant: John Taggart, Carol Taggart & Eileen Mowry
SCTM#: 1000-79-1-1
Project Location:.700 Goose Creek Lane, Southold
Date of Resolution/Issuance: April 19, 2023
Date of Expiration: April 19, 2025
Reviewed by: Elizabeth Peeples, Trustee
Project Description: Remove existing 12'x32' deteriorated wood deck attached to
back of house; construct new 12'x32' wood framed/composite deck in-kind, in-place with
upgraded support, connectors and railings to meet current code
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
Peconic Surveyors, P.C., dated January 19, 2023, and stamped approved on April 19,
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
i
Glenn Goldsmith, President ®f so Town Hall Annex
®� ®e 54375 Route 25
A.Nicholas Krupski,Vice President '� P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly T o Z5I
T E
Elizabeth Peeples
�C®Ui�T�I,�� �
NOV 1 3 2023
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD 130ding Department
Town o$;outheld
CERTIFICATE OF COMPLIANCE
2103C Date: November 1, 2023
THIS CERTIFIES that the removal of existing 12'x32' deteriorated wood deck attached to back of
house; construct new 12'x32' wood framed/composite deck in-kind in-place with upgraded support,
connectors and railings to meet current code;
At 700 Goose Creek Lane, Southold
Suffolk County Tax Map#1000-79-1-1
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated March 24,2023 pursuant to which Trustees Administrative Permit#10349A
Dated April 19, 2023 was issued and conforms to all
the requirements and conditions of the applicable provisions of law. The project for which
this certificate is being issued is for removal of existing 12'x32' deteriorated wood deck attached to
back of house; construct new 12'x32' wood framed/composite deck in-kind in-place with upgraded
supportconnectors and railings to meet current code.
The certificate is issued to John TaggartCarol Taggart&Eileen Mowry owners of the
aforesaid property.
'411— 4- jv�w�
Authorized Signature
is
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04954
PERMIT
Under the Environmental Conservation Law ECL
Permittee and Facility Information
Permit Issued To: Facility:
CAROL TAGGART TAGGART PROPERTY
47 LITTLE EAST NECK RD 700 GOOSE CREEK LN
BABYLON,NY 11702 SOUTHOLD,NY 11971
Facility Application Contact:
WILLIAM CONWAY
530 S HARBOR RD
SOUTHOLD,NY 11971
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 717.252 NYTM-N: 4547.422
Latitude: 41'02'56.6" Longitude: 72°24'54.0"
Project Location: Goose Creek
Authorized Activity: Reconstuct 12'x 32'deck in place of existing. All work shall be done in
accordance with the plans prepared by William Conway,dated 3/23/2023, and stamped NYSDEC
Approved'on 04/26/2023.KLL
Permit Authorizations
Tidal Wetlands-Under Article 25
Permit ID 1-4738-04954/00001
New Permit Effective Date: 4/26/2023 Expiration Date: 4/25/2028
NYSDEC Approval
By acceptance of this permit,the permittee agrees that the permit is contingent upon strict
compliance with the ECL,all applicable regulations,and all conditions included as part of this
permit.
Permit Administrator:LAURA F STAR,Deputy Regional Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY 11790-3409
Authorized Signature: Date l 2-b l 23
Page I of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04954
Distribution List
WILLIAM CONWAY
Bureau of Marine Habitat Protection
File
Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following
Permits: TIDAL WETLANDS
1. Conformance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by William Conway,dated 3/23/2023.
2. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee
and contractor shall sign and return the top portion of the enclosed notification form certifying that they
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project,the bottom portion of the form must also be signed and returned,along with photographs of
the completed work.
3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous
location on the worksite and adequately protected from the weather.
4. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit
is a violation of this permit and grounds for an order to immediately cease the permitted activity at the
project site.
5. Storage of Equipment,Materials The storage of construction equipment and materials shall be
confined within the project work area and/or upland areas greater than 75 linear feet from the tidal
wetland boundary.
6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands or protected buffer areas as a result of the permitted activities.
7. No Changes to Septic System This permit does not authorize any alteration,expansion or
replacement of existing septic systems.
Page 2 of 6
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04954
8. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or
stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt
curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the
wetland or protected buffer area. Tarps are authorized to supplement these approved methods.
9. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt
fencing,etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to
be put in place before any disturbance of the ground occurs and is to be maintained in good and
functional condition until thick vegetative cover is established.
10. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional
condition until the project has been completed and the area has been stabilized.
11. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from
construction of this project shall be completely removed from the adjacent area(upland)and removed to
an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.
12. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be
stabilized with appropriate vegetation(grasses,etc.)immediately following project completion or prior
to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours
or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or
jute matting until weather conditions favor germination.
13. No Unauthorized Fill No fill or backfill is authorized by this permit without further written
approval from the department(permit,modification,amendment).
14. Materials Disposed at Upland Site Any demolition debris,excess construction materials,and/or
excess excavated materials shall be immediately and completely disposed of in an authorized solid waste
management facility. These materials shall be suitably stabilized as not to re-enter any water body,
wetland or wetland adjacent area.
15. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to
escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete
trucks,mixers,or other devices be allowed to enter any wetland or waters. Only watertight or
waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms.
16. Precautions Against Contamination of Waters All necessary precautions shall be taken to
preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents,
lubricants,epoxy coatings,paints,concrete,leachate or any other environmentally deleterious materials
associated with the project.
17. State May Require Site Restoration If upon the expiration or revocation of this permit,the
project hereby authorized has not been completed,the applicant shall, without expense to the State,and
to such extent and in such time and manner as the Department of Environmental Conservation may
lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its
former condition. No claim shall be made against the State of New York on account of any such
removal or alteration.
Page 3 of 6
9b
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-04954
18. State May Order Removal or Alteration of Work If future operations by the State of New York
require an alteration in the position of the structure or work herein authorized,or if,in the opinion of the
Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation
of said waters or flood flows or endanger the health, safety or welfare of the people of the State,or cause
loss or destruction of the natural resources of the State,the owner may be ordered by the Department to
remove or alter the structural work,obstructions,or hazards caused thereby without expense to the State,
and if,upon the expiration or revocation of this permit,the structure,fill, excavation,or other
modification of the watercourse hereby authorized shall not be completed,the owners, shall,without
expense to the State, and to such extent and in such time and manner as the Department of
Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill
and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall
be made against the State of New York on account of any such removal or alteration.
19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or
iniury to the structure or work herein authorized which may be caused by or result from future operations
undertaken by the State for the conservation or improvement of navigation,or for other purposes,and no
claim or right to compensation shall accrue from any such damage.
GENERAL CONDITIONS - Apply to ALL Authorized Permits:
1. Facility Inspection by The Department The permitted site or facility, including relevant records,is
subject to inspection at reasonable hours and intervals by an authorized representative of the Department
of Environmental Conservation(the Department)to determine whether the permittee is complying with
this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301
and SAPA 401(3).
The permittee shall provide a person to accompany the Department's representative during an inspection
to the permit area when requested by the Department.
A copy of this permit, including all referenced maps,drawings and special conditions,must be available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
the permit upon request by a Department representative is a violation of this permit.
2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly
provided for by the Department,issuance of this permit does not modify, supersede or rescind any order
or determination previously issued by the Department or any of the terms,conditions or requirements
contained in such order or determination.
3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a
separate written application to the Department for permit renewal,modification or transfer of this
permit. Such application must include any forms or supplemental information the Department requires.
Any renewal,modification or transfer granted by the Department must be in writing. Submission of
applications for permit renewal,modification or transfer are to be submitted to:
Page 4 of 6
�
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION s
Facility DEC ID 1-4738-04954
Regional Permit Administrator
NYSDEC Region 1 Headquarters
SUNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY11790-3409
4. Submission of Renewal Application The permittee must submit a renewal application at least 30
days before permit expiration for the following permit authorizations: Tidal Wetlands.
5. Permit Modifications,Suspensions and Revocations by the Department The Department
reserves the right to exercise all available authority to modify, suspend or revoke this permit. The
grounds for modification, suspension or revocation include:
a. materially false or inaccurate statements in the permit application or supporting papers;
b. failure by the permittee to comply with any terms or conditions of the permit;
c. exceeding the scope of the project as described in the permit application;
d. newly discovered material information or a material change in environmental conditions,relevant
technology or applicable law or regulations since the issuance of the existing permit;
e. noncompliance with previously issued permit conditions,orders of the commissioner,any
provisions of the Environmental Conservation Law or regulations of the Department related to
the permitted activity.
6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or
another permit condition. Applications for permit transfer should be submitted prior to actual transfer of
ownership.
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification
The permittee,excepting state or federal agencies,expressly agrees to indemnify and hold harmless the
Department of Environmental Conservation of the State of New York,its representatives,employees,
and agents("DEC")for all claims,suits,actions,and damages,to the extent attributable to the
permittee's acts or omissions in connection with the permittee's undertaking of activities in connection
with, or operation and maintenance of,the facility or facilities authorized by the permit whether in
compliance or not in compliance with the terms and conditions of the permit. This indemnification does
not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or
intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under
Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Page 5 of 6
CONWAHome
YImprovement
(631) 765-5122 WILLIAM CONWAY, Proprietor
(631) 375-4035 cell P.O. BOX 1902 • Southold, NY 11971
conwayhi63@gmail.com
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PROPERTY OWNERS.• ���oP� SURVEY OF PROPERTY
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CAROL TAGGART �� • ,�+�2 M�,,
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AS PER SECNON 7. Vl5>DN 2 ALL CSV71RCAIRM HfRPGN �� ROVI•
ARE V'A'LID FOR NQS MAP AND COPU THEREOF ONLY LF SAID MAP AREA= 2.4,572 S� FT
OR CaRn BEAR NE SSW SEAL OF 7IiE SURVEYOR WOW
SCHARRE APPEARS NDWM TO 279 LINES
APPROVED AS NOTED _ OCCUPANCY O �
DATE:-1-�3 B.P.# 5 E IS UNLA�FOL
FEE
�-05`-&OBY: OS DE MFIDATE
NOTIFY NNITROUT BUILDINGDEPARTMENTAT p EXISTING
631-765-1802 8AM TO 4PM FOR THE OF OCCU` ANCY
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED /
FOR POURED CONCRETE /
2. ROUGH•FRAMING&PLUMBING
3. INSULATION r,O(JiPLY WITH ALL CODES OE rt rt
4. FINAL-CONSTRUCTION MUST
NEW YORK STATE & TOWN CODES 11' pit!/—NI JIM DEERKOSKI. PE
BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS OF ' '
� 1 ��" '�"
, 11,1 i o phone: (631) 298-7116
TH
ALL CONSTRUCTION SHALL MEET E i o 0 0 0 ,
REQUIREMENTS OFTHE CODES OF NEW SOUTHOLD TOK'N ZBA
YORK STATE NOT RESPONSIBLE FOR I LD n 11 1111 (D III I
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DRAWN BY: JD
--------------------------- 0 12/20/2022
101-011- A CROSS SECTION A
321-011 SCALE:_ ,- SCALE: SEE PLAN
1 1 SCALE: 3/8 - 1 0„
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FLOOR PLAN �P��y'.°E �s°�� SHEET NO:
SCALE: 1/4” = 1'-0"
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�4 072-7)
A��FESSIONP
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
4"MAX.
4"DIA.MAXIMUM
4"DIA.MAXIMUM
POST
GIRDER/HEkDER
0
rD _Z
o D
zo
r POST/COLUMN ao
I Z - 12"x12"x12"
CONCRETE FOOTINGZD
a •a�•
1n
JIM DEERKOSKI, PE
phone: (631) 298-7116
DECK POST FTG.CONNECTION
DECK/PORCH RAILING
LOCATION USP NUMBER DESCRIPTION APPLICATION
STAIR RAILING QST-TO-GIRDER/HEADER CONNECTION
04 POST IPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING
Al USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
1-1/2"SPACE
MINIMUM
IL
HANDRAILS
GIRDER
POST
GIRDER/HEADER °
.;
0
POST/COLUMN
RIM/DECK JOIST ,
BALUSTERS o CONCRETE PIER ••a '
O i
OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION w
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION r ,
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN LOCATION USP NUMBER DESCRIPTION APPLICATION v
USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACEGIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR IAPPLY TO EACH PIER ' ■ ' r—, W
FLASHING TUCKED UNDER 1�■i,•1I ^W `F�7—I
TOP PIECE OF SIDING AND Q A a
LAPPED OVER FIRST CONTIN.
GIRDER/HEADER
PIECE OF SIDING BELOW V J
UNDISTURBED SOIL Q
2-1/2"DIA.LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON
CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL(ORGANICS REMOVED)
LEVEL BASE
STAIR TREAD — J
POST/COLUMN
°° FIT CONSTRUCTION TUBE AND PLUMB
° W
' 1
w
RIM BOARD o
BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS �■/
STRINGER FLOOR FRAM0IG
' 2x JOISTS
T
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_III
BLOCKING FOR OIS
SLAG BOLTS � JHANGER III=III�-1I=11
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i(■■�\ice
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. > c h
C n V
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN • DISTURBED/POOR SOIL O O
STRINGER TO DECK/PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR
HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN C)DECK/PORCH LEDGER CONNECTION GRAVEL r CI�
LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB
AIM\\ CETUBE
FILL AS PER MANUFACTURES'INSTRUCTIONS
00
1=11=III=SII=111=�I=11=11=III=111E
STRINGER
@16- C
(z)THRU- WOOD JOIST
BOLTS JOIST
P
IS 44 ° ; CONC.PIER FOOTING
• PIER 16'TREAD BIGFOOT SYSTEMS FOOTING FORM
GIRDER/HEADER
°• IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN
GRADE ' CONC.SLABr?v4 WOOD JOIST COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
(AS REQ.) .9:sq GIRDER/HEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
;•• PRESCRIBED IN THE CODE.
d �e; PECK NR
CON U
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
3,-O" :.• CONC. ••- PER PN
PIER ;%q-: FLUSH JOISTS WITH HEADER/GIRDER ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT
ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER
'd.p•
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSP NUMBER I DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 1TYDOWN ANCHOR CONNECT TO EACH JOIST
DRAWN BY: JD
HANDRAIL NOTES: DECK& PORCH NOTES: CLIMATIC&GEOGRAPHIC DESIGN CFITERIA NAILING SCHEDULE i "] •) "�"�
All required handrails shall be of one of the following types 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. GROUN WIND SEISMIC FRO,1T WINTER ICESHIELD NAIL NAIL 1 L/�O/LOLL
or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. SNOW SPEED DESIGN WEATHERIN LINI TERMITE DECAY DESIGN UNDERLAYMEN FLOOD JOINT DESCRIPTION QTY. SPACING NOTES
HAZARDS
1).Type 1.Handrails with circular cross section shall have an 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED JOIST TO: PER TOE
outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER 20 PSF 130 B SEVERE 3 Fl. 4-8d COMMO JOIST NAIL
MODERATE SLIGHTTO 11 NONE SCALE: SEE PLAN
than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. TO HEAVY MODERATE BRIDGING 2-8d COMMO EACH TOE
perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL
than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. BLOCKING EACH TOE
Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall CODE.2020 IRC,2020 NYS UNIFORM FIRE AND BUILDING CODE 2-8d COMMO
dimension of 2-1/4 inches. TO JOIST END NAIL
be 4 ft,below grade.
p graspable g BLOCKING TO: EACH TOE O New SHEET N O.
2).Type 11.Handrails with a perimeter greater than 6-1/4 3-16d COMMO
4).Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE BLOCK NAIL Q' ` 1 r_ O
inches shall provide ras able fin er recess area on both LEDGER STRIP EACH FACE c ��
sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch Flashing shall be installed between the building and ledger. TO BEAM 3-16d COMMO JOIST NAIL ✓� OSP
distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts SOIL COMPACTION: * �z n,
portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 1).CONTRACTOR TO PROVIDE SOIL TEST ON LEDGER ST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# TO BEAM 3-8d COMMO PER TOE
JOIST NAZI n a� W
inch within 7/8 inch below the widest portion of the CAPACITY. >T
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST PER ENDLu
3-16d COMMO Z =
inch to a level that is not less than 1-3/4 inches below the 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR TO VERIFY EXISTING SOIL TO JOIST JOIST NAIL (P rte„
tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored CONDITIONS PRIOR TO FILL REMOVE AND ADD ADDITIONAL FILL AS NEEDED. BAND JOIST TO: PER
handrail above the recess shall be 1-1/4 inches to a to girder(s). SILL OR TOP PLATE 2-16d COMMOP I FOOT TOE NAIL
maximum of 2-3/4 inches.Ed shall have a minimum 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698
Edges �Ge P
g 8).Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT TH:SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE 'PCSSI O
radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.