HomeMy WebLinkAbout49533-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 #: 49533 Date: 7/31/2023
Permission is hereby granted to:
Zoumas,Wloannis
205 0 Noth Country Rd
................r_._. ..... . ........ .........,.. ....... ......... .. ...........----..__
Wading River, NY 11792
...........
......�.
To' Construct accessory cabana with pergola at existing single family dwelling as applied
for, with Trustees #10337 and DEC approvals.
At premises located at:
Stillwater Ave, Cutchogue
3915 Still........................... ......... .. ----------------- -- .....
SM # 473889
Sec/Block/Lot# 137.-1-5.1
Pursuant to application dated 6/23/2023 and approved by the Building Inspector.
To expire on 1/29/2025.
Fees:
ACCESSORY $230.00
CO-ACCESSORY BUILDING $50.00
Total: $280.00
Building Inspector
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BOARD OF SOUTHOLD TOWN TRUSTEES
r SOUTHOLD,NEW YORK r
Y
PERMIT NO. 10337 DATE: MARCH 15,2023
ISSUED TO: M1C HAL& DANIEL RATCHER
PROPERTY ADDRESS: 391; STILLWATER AVEN"l,hE (,UTC11OG1JE
e
SCTM# 1000-137-1-5,1
z AUTHORIZATION A
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
'r accordance with the Resolution of the Board of Trustees adopted at the meeting held on Mart ht_'1 w, 3, and in a
consideration of application fee in the sum of Z5�1 0 paid by Mi kA 1Nn.0w tchgL and subject to the / r
Terms and Conditions as stated in the Resolution,the Southold Town Board of"Trustees authorizes and permits
r rr
the following:
o�
r Wetland Permit to construct an 801sq.ft. (18'x44.5') in-ground pool with spa (5 x11 ), install a /
t i surrounding 1,137sq.ft. pool patio; construct a 120sq.ft. (6'x20') cabana with �/z bath and ,
/ unfinished pool storage space that is to be serviced by underground electric from dwelling and
the bathroom connected to existing UA OWTS system; install an outdoor shower against
i cabana; install an 8' diameter drywell to contain runoff for cabana,outdoor shower and patio;
w
n construct a t205sq.ft open-air pergola attached to cabana; install an underground drainage
pool for pool backwash; 280sq.ft. of existing concrete ramp/slab to be removed in the area
landward of the existing 20 wide non-turf buffer area with the rest located inside the buffer to
remain; install approximately 430 linear feet of perimeter fencing with gates; install a1 r'
combination of landscape vegetation and lawn to occupy the area landward of the non-turfy
buffer; and install some vegetation within the established 20' wide non-turf buffer area; and as
depicted on the site plan prepared by Robert A. Steele,LPE,last dated March 14,2023,and
stamped approved on March 15 2023,
U / IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and i
these presents to be subscribed by a majority of the said Board as of the day and year first above written.
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r " Town Hall Annex
Glenn Goldsmith,President � ,' 54375 Route 25
A. Nicholas Krupski,Vice PresidentP.O. Box 1179
d�
Eric Sepenoski 49 Southold,New York,11971
Liz Gillooly '!g r,"J Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
March 20, 2023
00
Christopher Dwyer
L.K. McLean Associates
437 South Country Road
Brookhaven, NY 11719
RE: MICHAL & DANIEL KATCHER
3915 STILLWATER AVENUE, CUTCHOGUE
SCTM# 1000-137-1-5.1
Dear Mr. Dwyer:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, March 15, 2023 regarding the above matter:
WHEREAS, Christopher Dwyer, on behalf of MICHAL & DANIEL KATCHER applied to the
Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town
Code, the Wetland Ordinance of the Town of Southold„ application dated January 25, 2023,
and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
and to the Local Waterfront Revitalization Program Coordinator for their findings and
recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
March 15, 2023, at which time all interested persons were given an opportunity to be heard,
and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
2
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold
Town Code,
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of MICHAL & DANIEL
ATCHIER to construct an 801sq.ft. (18'x445) in-ground pool with spa (5°x11'); install a
surrounding 1,137sq.ft. pool patio; construct a 120sq.ft. (5'x20') cabana with Y2 bath and
unfinished pool storage space that is to be serviced by underground electric from
dwelling and the bathroom connected to existing I/A OWTS system; install an outdoor
shower against cabana; install an 8' diameter dry cell to contain runoff for cabana„
outdoor shower and patio; construct a ±205sq.ft open-air pergola attached to cabana;
install an underground drainage pool for pool backwash; 280sq.ft. of existing concrete
ramp/slab to be removed in the area landward of the existing 20' wide non-turf buffer
area with the rest located inside the buffer to remain; install approximately 430 linear
feet of perimeter fencing with gates; install a combination of landscape vegetation and
lawn to occupy the area landward of the non-turf buffer; and install some vegetation
within the established 20' wide non-turf buffer area; and as depicted on the site plan
prepared by Robert A. Steele, LPE, last dated March 14, 2023, and stamped approved
on March 15, 2023.
Permit to construct and complete project will expire two years from the date the permit is signed.
Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
Very truly yours,
�Y
GInn Goldsmith
President, Board of Trustees
GG/dd
° NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 14738-02770
PEff
Under the Envy irollmont i+Consonalio ,14LY ECL,
Permittee' and Facility Information
Permit Issued To: Facility:
IOANNIS ZOUMAS ZOUMAS PROPERTY
2050 N COUNTRY RD 3915 STILLWATER AVE1 1000-137-01-5.001
WADING'RTVER,NY 11792 CUTCHOGUE,NY,11935
Facility Application,Contact:
CHRISTOPHER F DWYER
LK McLean Associates PC
437 S COUNTRY RD
BROOKHAVEN,NY 11719
(631)286-8668
Facility Location: in SOUTHOLD in SUFFOLK.COUNTY Village: CUTCHOGUE
Facility Principal Reference Point: NYTM-E: 712.747 NYTM-N: 4543.32
Latitude: 41100'48.0" Longitude: 72°2.8'11.9"
Authorized Activity: Replace the existing house,septic system,garage and other associated structures
with a new house and associated patios;pool,garage,driveway and UA OWTS all as shown on the
attached plans prepared by L.K.McLean Associates P.C.,sheets CI,dated April 2021, S1 last revised
7/26121,and S2 dated January 2021,all stamped"NYSDEC Approved"on.8/11/2021.
Permit Authorizations
Tidal Wetlands-Under Article 25
Permit ID 1-4738-02770/00002
p' �6..
New Permit Effective Date: 8/11!2021 Expiration Date: 8110/202
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:KEVIN A KISPERT,Deputy Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony Brook150 Circle Rd
Stony Brook,.NY 11700 4,40
tM
Authorized Signature:
Page 1 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-02770
a
1IBf'.
_. ._. ... ,_. . _.... � .0 ._.�,. ..... .a Ian ...._ ._ v _n_.....
t'I1utltl�n L
CHRISTOPHER F DWYER'
Marine Habitat Protection
KEVIN A KISPERT
Perm it,'Compone n ts
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS,APPLY TO ALL,AUTHORIZED PERMITS,
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
PermitAttt�chlnents
Site Plan 7/26/2021
NATURAL✓✓ RESOURCE PERMIT CONDITIONS Apply to the Following
Po Init . t"i 1AL WE LA'N S..
I. 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 L.K.McLean Associates P.C.,sheets C 1,dated April 2021, S 1
last revised 7/26/21,and S2 dated January 2021,all stamped"NYSDEC Approved"on 8/11/2021.
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. Tree Clearing The proposed project is within the 1.5 mile buffer from an acoustically detected
summer occurrence of the Northern long-eared bats.To avoid a"take" of this species which is listed as
"threatened"by both New York State and the US Fish& Wildlife Service,the clear cutting of trees is
prohibited bctween March Iso and November 30th of an calendar year.
Page 2 of 7
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NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-02770
5. 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.
6. 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.
7. 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.
_ 1
_8. 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.
9. 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. -
10. 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.
il. Clean Fill Only All fill shall consist of clean sand,gravel,or soil(not asphalt,slag,flyash,broken
concrete or demolition debris).
12. Department Jurisdiction The department retains jurisdiction of alI regulated lands where fill has
been permitted, Placement'offill shall not be'used to alter the department's Tidal Wetland jurisdictional
area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions
of 6 NYCRR Part 661.
13: 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.
14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum
of 100 linear feet landward of the tidal wetland boundary
1s. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or
indirectly into wetlands or protected buffer areas.
16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed
of NYSDEC-approved pervious materials.
Page 3 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Faeility'DEC ID-14738-02770 '
17. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems(I/A OWTS)Septic
Systems This permit authorizes the installation of any models of I/A OWTS septic system which have
received the approval of the Suffolk County Department of Health Services(SCDHS). If SCDHS
rescinds its approval of one or more of these models.during the"term of this permit,DEC will no longer
approve new installations of that model.The list of I/A OWTS systems which have received approval by
SCDHS are found on the Suffolk County Website under the Reclaim Our Water-Homeowner section at:
Overview of Provisionally Approved Technologies.
is. Maintenance of Installed Innovative/Alternative Onsite Wastewater Treatment Systems(I/A
OWTS) The permittee must maintain,service and repair.the installed UA OWTS in-accordance with
the maintenance schedule set forth in the Suffolk County Department of Health Services(SCDHS)
permit issued for the system.
19. Dewatering Discharge Regardless of the dowatering method employed(wellpoint system,
"mudsucker"pump,other)and the point of discharge(direct to,surface water or into storm drain), it is
the permittee's responsibility to ensure that the`dischaige does not visibly increase the turbidity of the
receiving water body or result in the scour or erosion of the bed or banks of the receiving water body.
Appropriate measures such as the use of geotextile filter bags to remove solids from the discharged
water and the use of a diffuser or other energy dissipator to prevent bottom scour must be used.
2o. Dewatering Permit If dewatering is conducted using a well point system with a collective capacity
(i.e.pump capacity) greater than 45 gallons per minute,or if deratering is conducted without the use of
wellpoints,but the rate of pumping will exceed 100,000 gallons per day as averaged over a 30-day
period,a Long Island Well Dewatering Permit,or a Water Withdrawal permit respectively,is required
prior to dewatering.
21. 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
purtains(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.
22. 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..
23. State Not Liable for Damage The State of New York shall,in no case be liable for any damage or
injury 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.
Page 4 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 14738-02770
24. 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 saidwaters 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.
25. State May Require Site Restoration If upon:the expiration or revocation of this permit,th
project hereby authorized has not been completed,the applicant shall,without expense to the State,and
to such extent and in such time Department and manner as the 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.
26. 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.
GENERAL CONDITIONS-Apply to ALL Authorized Permits:
i. 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.
s
A copy of this permit, including all referenced maps,drawings and special conditions,must bei 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 ih such order or determination.
Page 5 of 7
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
w Telephone(631)765-1802 Fax(631)765-9502 Litt12t /1N rY qqffii Ld a viii ;oma
Date Received
PI]CATION FOR BIJULDINGPERMIT
For Office Use Only �
� �
PERMIT NO. ,�" 3JUN 2 �
Building Inspector; �`
23
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owners Authorization form(Page 2)shall be completed.
Date:06/21/2023
OWNER(S)OF PROPERTY:
Name:Michal Katcher SCTM#1000-137-1-5.1
Project Address:3915 Stillwater Ave. Cutchogue, NY 11935
Phone#:817-273-1787 1 Email:katCherm@gmaii.com
MailingAddress:422 East 72 Street, Apt. 29C, NYC,NY 10021
CONTACT PERSON:
Name:Jonathan Paetzel, Landscape Architect
Mailing Address:PO Box 478 Mattituck, NY 11952
Phone#:631-209-2410 Extension 2# Email:jonathan @ mplastudio.com
DESIGN PROFESSIONAL INFORMATION:
Name:Robert Higgins Architect
Mailing Address:50 Hidden Acres Path Wading River, NY 11792
Phone#:631-208-3351 ] Email:Rarchibob@aol.com
CONTRACTOR INFORMATION:
Name:JNS Development
Mailing Address:256 NY-25A Wading River, NY 11792
Phone#:631-929-5500 Email:steve@jnshomes.com
DESCRIPTION OF PROPOSED CONSTRUCTION
NewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other 120,000
Will the lot be re-graded? ❑Yes WNo Will excess fill be removed from premises? ❑Yes WNo
i
PROPERTY INFORMATION
Existing use of property:Residential Intended use of properly:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
Single Family Residential R-40 this property? ❑Yes*No IF YES,PROVIDE COPY.
lig Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in buildings)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 230AS of the New York State Penal Law.
Application Submitted By(print name):Michal Katcher ❑Authorized Agent IROwner
Signature of Applicant: v�� 1 Date: 06/21/2023
STATE OF NEW YORK)
SS:
COUNTYOF N 'W or�-
IA I C�, c'-\ h-4�C,�,f r being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 20_B_
Not Public
Roseann LoCascio
Notary Public, State Of New York
ROPERTY OWNER No. 01 L00008947
_� Qualified in King County
(Where the applicant is not thmemowner) Commission Expires 06/02/204
I, fi�& l V residing at 4-1-2- 3 ZST ('ee�1 C I v I
do hereby authorize, O°k to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Y—� I ) __6_ ZI Z
Owner's Signature Date
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Print Owner's Name
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FASTENING SCHEDULE
BASED ON TABLE R602.3 (1) NAILING SCHEDULE
9. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS DESCRIPTION NUMBERAND TYP SPACING AND
In combustible construction where there is usable space both above and below the concealed space OF FASTENER LOCATION
of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD
not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD
GENERAL CONSTRUCTION NOTES ITEM ROOF FRAMING
equal areas- Draftstopping shall be provided in the following locations: MINIMUM Uninhabitable attics without storage 10
g 4-8d BOX (2-1/2")OR
1. Ceiling is suspended under floor framing. 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. 2. Floor framing is constructed of truss-type open-web or perforated members. It1CheS Uninhabitable attics with limited storage 20 10
as adopted by New York State May 12, 2020, Bathtub (with or without shower head 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR
3-8d COMMON EACH JOIST,TOENAIL
Additional Code Compliance: 10. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR
2020 Energy Conservation Construction Code of New York State,the until the first floor framing is in place or brace the foundation 3 RAFTER,LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" FACE NAIL
2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code;
Bidet 1-14 Balconies(exterior)and decks 40 10 CEILING JOISTS ATTACHED TO PARALLEL
Fuel gas code; Existing building code; Property maintenance code. 11. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 4 RAFTER HEEL JOINT) SEE TABLE R802.5.2 FACE NAIL
ALL CODES shall supercede the drawings and shall be incorporated into the Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 40 20 5 COLLAR TIES 4-10d BOX (3") OR
drawings WHETHER they are indicated on the Plans or NOT. Guards and Handrails 200 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER
12. Metal flashing shall be installed were concrete abuts wood, Floor drain 2 6 RAFTER TO TOP PLATE
Additions,Alterations& Renovations: shall conform with Appendix J and were decks abut house framing. Kitchen sink one or two traps, with Or Guard in fill components 50 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND
PP g• ( p 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE
without dishwasher and food waste disposer) 1-1/2 passenger vehicle garages 50 OF EACH RAFTER OR TRUSS
2. Written Dimensions take precedence over scaled dimensions 13. Install joist hangers at all flush structural load bearing conditions. Laundryuone Or more compartments)
tb ( 1-1/2 other than sleeping rooms 40 10 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR
3. The contractor prior to the start of construction shall verify all 14. All window and door headers to be 2-2x10 unless noted otherwise. Lavatory - 3-1 Od COMMON TOE NAIL
dimensions, existing or new and be responsible for field fit. Shower (based On the total flow rate through Sleeping rooms 30 10 3-16d BOX OR
15, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314
showerheads and bod s ra s
Stairs 40 20 2-16d COMMON END NAIL
4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping
shall be installed in accordance under latest State approved Building Codes. area in the immediate vicinity of the bedroom and on each story of the dwelling, including Flow rate: Roof 20 20 WALL FRAMING
All systems are to be designed, installed, &specified by the general contractors; HVAC, basement and cellars and not less than 3 feet from the bathroom door containing a 5.7 gpm and less 1-1/2
electrical or plumbingsub-contractors, bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. 8 STUD TO STUD NOT AT BRACED WALL PANELS 165 COMMON \'
Electrical certificates are to be provided the electrical contractor, WHENEVER an alteration, addition, or conversion is made to an Existing Residence, More than 5.7 gpm up to 12.3 gpm 2 ( ) 3.5"x 0.162" 24"C.C.FACE NAIL 3_
STUD TO STUD AND ABUTTING STUDS AT 16d BOX
the smoky detection system of the ENTIRE residence must be brought up to code, More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL
5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity hardwired and interconnected. STRUCTURAL MEMBERS DEFLECTION Z O
More than 25.8 gym up to 55.6 gym 4 16d COMMON
of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES
Rafters having slopes greater than 3/12 with (3-1/2"x 0.162")
be the responsibility of the general contractor to verify the depth of all existing footings 16. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 no finished ceiling attached to rafters L/180 5-8d BOX(2-1/2"X0.113")
of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping 11 CONTINUOUS HEADER TO STUD TOE NAIL W \
disturbed by construction. P P 9 area OR 4-8d COMMON /'
in the immediate vicinity of the bedrooms. combination carbon monoxide Interior walls and partitions H/180 12 TOP PLATE TO TOP PLATE
TABLE R401.4.1 subscript b:Where the building official determines that in-place soils and smoke alarms shall be permitted in lieu of carbon monoxide alarms. isd BOX(3 1/2"x 0.162) 16"O.C.FACE NAIL < �Q
UJ
with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, L/360 8-16d COMMON 3-1/2" /
the allowable bearingcapacity shall be determined b a soils investigation. All CO alarms shall be connected to the lighting circuit with no intervening wall ( ) FACE NAIL 2 EACH SIDE L END W
P Y Y 9 g g g All other structural memebers L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST(MIN 24"LAP SPLICE LENGTH U LU z
6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have
switch with battery backup. Battery-powered alarms are not allowed. Imo-- 6" DIAMETER -+•I Exterior walls with stucco finish EACH SIDE OF END JOINT)
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 17. WALL BRACING: Buildings shall be braced in accordance with H/36D 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL
garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4, section R602.10.4.2 Continuous sheathing method. Exterior walls-wind loads/brittle finishes L/240 OR BLOCKING(NOTAT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL L� W
All Concrete shall conform to the latest ACI standards. End conditions for braced wall lines for the continuous sheathingshall conform CONSTRUCTION TYPE I ' '
"I", "II", "III", "IV", OR"V" Exterior walls-wind loads/flexible finishes L/140 15 BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL W J
to Figure R602.10.7. Braced wall panel connections r OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL
Reinforcement: Steel reinforcement shall comply with the requirements shall comply with nailing schedule and Figures R602.10.8(1)& R603.10.8(2) L=span length,H-span height y J O
of ASTM A 615,A 706 or A 996. REFLECTIVE RED 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX END NAIL
1
Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), 18. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be I PANTONE#187 2-16d COMMON U
required reinforcement shall be in accordance with Table R404.1.2(1)thru provided to transmit the applicable uplift forces in section R80211.1 from the (n
R404.1.2(9). roof assembly to the foundation. I TABLE R80252 3 10d BOX
. . 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS FACE NAIL
I� RAFTER/CEILING JOIST HEEL CONNECTION 2-16d COMMON LO
Concrete basement foundations shall have horizontal reinforcement as follows: 19. Wood Shingles: Wood shingles shall be installed in accordance with this chapter "� 3-8d BOX
REFLECTIVE GROUND SNOW:20 PSF 18 V BRACE TO EACH STUD AND PLATE FACE NAIL
Based on R404.1.2(1) and the manufacturer's instructions. Wood shingles shall be laid with a side lap not WHITE FIELD RAFTER RAFTER 2-8d COMMON
Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of less than 1112 inches (38 mm)between joints in courses, and two joints shall not be SLOPE SPACING co
wall and One#4 bar near mid-height of wall. in direct alignment in any three adjacent courses. Spacing between shingles shall 'e ROOF SPAN
be not less than 1/4 inch to 3/8 inch (6.4 mm to 9.5 mm). Weather exposure for
7. Base design value for visually graded dimensional lumber: Joists,studs Rafters and All wood shingles shall not exceed those set in Table R905.7.5(1). Fasteners for 12 FT 20 FT 28 FT 36 FT
Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 untreated (naturally durable)wood shingles shall be box nails in accordance DESIGNATION FOR STRUCTURAL _ E.2
Min. Fb for dimensional lumber=850 psi. with Table R905.7.5(2). Nails shall be stainless steel Type 304 or 316 or COMPONENTS THAT ARE OF 1/2" NUMBER OF 16D COMMON NAILS 0 0 o o
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better, hot-dipped galvanized with a coating weight of ASTM A153 Class D (1.0 oz/ft2). TRUSS TYPE CONSTRUCTION STROKE FLOOR FRAMING M D Q7 E Z5 a 0 r
Includingbut no limited to: Deck Framing, Posts, Headers, Girders &Ledgers. Alternatively,two 16-gage stainless steel Type 304 or 316 staples with 3: 12 16"O.C. 5 8 10 13 Y•- E r� w.0 °--•
g' g YYp p "F" FLOOR FRAMING INCLUDING " `o = s) y °
crown widths 7116 inch (11.1 mm)minimum, 3/4 inch (19.1 mm)maximum, GIRDERS AND BEAMS 4: 12 16"O.C, 4 6 8 10 4-8d BOX Z a ° o a f6 C
8. ALL EXTERIOR LUMBER Shall be ACQ/cedar requiring the following: shall be used. Fasteners installed within 15 miles (24 km)of saltwater coastal 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL ° °' o 0 ° m
a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D areas shall be stainless steel Type 316. Fasteners for fire-retardant-treated "R" ROOF FRAMING 3 8d COMMON E- ° m - `o
pp YP 5: 12 16"O.C. 3 5 6 8 mom ° 0- N � oo
or stainless steel. shingles in accordance with Section R902 or pressure-impregnated-preservative-treated RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 2 2 o.0 N �, E 6 Y
Cn
b.) Use Copper flashing Only against ACQ Lumber Sill Plates shingles of naturally durable wood in accordance with AWPA U1 shall be stainless steel Type 316. "FR" FLOOR AND ROOF FRAMING 7: 12 16"O.C. 3 4 5 6 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL N 2 c o m� � a-; o
�r m.S s' r c'c Z 3 C 3
c.) All Structural connectors i.e.simpson strong-Tie or USP, etc Fasteners shall have a minimum penetration into the sheathing of 3/4 inch (19.1 mm). UNDER SECTION 602 OF THE BCNYS " _ t w m ° �'
shall be Hot-Dipped Galvanized or Stainless Steel. For sheathing less than 3/4 inch in 19.1 mm thickness, each fastener shall penetrate 9: 12 16"O.C. 3 4 4 5 BLOCKING TO JOIST 2-10d BOX o o 8 ° 0 °a o t
pp 9 ( ) P 23 2$d COMMON EACH END = a� _ �?
through the sheathing.Wood shingles shall be attached to the roof with two fasteners per shingle, y _ _ o w `-
TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 3 3 4 4 L L'='- o N "' 3..
positioned in accordance with the manufacturer's installation instructions. 12: 12 16"O.C, a� ° �g - E
NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL =v o Q o.2 o o °o
Fastener packaging shall bear a label indicating the appropriate grade material or coating weight. 3-16d COMMON woo' -o w = ° C:- E
CD CD
THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE `� cc E
Applicant shall provide engineered wood placard s �;
20. Flame Spread Index: R302.9 BOTTOM OF THE ATTIC SPACE, FOR CEILING JOISTS 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL m(n ��_= ¢ _ o = m °
wall and ceiling finishes shall have a flame spread index:5 200 on or adjacent to electrical meter box for field inspection. LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 4-10d BOX s o c-Eo c s'o a o o cn
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: ~ " ( o Cr ~ co E c. ° a
OF FOUNDATION MATERIALS p Residential structures with Truss type construction, BAND OR RIM JOIST TO JOIST 4-10d BOX
&attics shall have a flame spread index:5 25 Pre-Engineered Wood Construction And/or Timber Construction 26 3-16d COMMON PER JOIST
CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration H C / H r HEEL JOINT AJDUSTMENT FACTOR z
Crystalline bedrock 12,000 psf Smoke-developed Index: R302.10 10d BOX 24"O.C.FACE NAIL TO TOP& BOTTOM
ry P a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 27 BUILT-UP GIRDERS AND BEAMS
wall and ceiling finishes having a smoke-developed index <-450 1 / 3 1.5 STAGGERED ON OPPOSITE SIDES 0
Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior
Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies W
Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection 1 / 4 1.33
&attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4 16d BOX EACH JOIST OR RAFTER,FACE NAIL Cn I- U
Sand, silty sand, clayey sand, silty grave an clayey grave
1 / 5 1.25 3-16d COMMON W O W U) !`
(SW, sandy
y c SC, GM and GC) 2,000 psf 21. NEW Construction/Additions&Alterations: O
Clay, clay, clay, clayey silt, silt and sand silt 1 / 6 1.20 2-10d BOX(3") OR
Y Y Y Y Y Y Y Y It shall be the responsibility of the General contractor or his subcontractors to submit 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON 2-1/2f' EACH END, TOENAIL z Z -J
(CL, ML, MH and CH) 1,500 psf ( ) d'
in detail the design, calculations, drawings,written statements of the mechanical, I .__I z Q }, �-
a.When soil tests are required by Section R401.4, air conditioning, ventilation. heating systems(new, existing or upgraded) WOD STRUCTURAL PANELS, SUBFLOOR, [-LI Q o I Z ca
the allowable bearing capacities of the soil shall be part of the recommendations. stamped by a professional engineer if required by the Owner or Building Dept. ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = [)� U W E
TABLE 802.11 PARTICLE BOARD WALL SHEATHING TO FRAMINGW IO =+=-� (3)b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf (10 RAFTER UPLIFT CONNECTION FROM WIND U z LIL
are like) to be resent at the site, the allowable bearing capacity shall be DESCRIPTION OF SPACING OF FASTENERS W _ 0-
Y p g p y RAFTER ROOF EXPOSURE C NUMBER AND TYP � J �
determined by a soils investigation. SPACING SPAN BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING [L
(FEET) ULTIMATE WIND SPEED SUPPORTS GABLE END WALL FRAMING
130 14030 3/8ll- 1/211 6 6d COMMON(SUBFLOOR,WALL) „
8d COMMON(ROOF) SEE NOTE A 6"
ROOF PITCH ROOF PITCH
AS NtiTED OCCUPAr�c11 O :. <5:12 5:12 <5:12 5:12 31 8d COMMON 6" SEE NOTE 6"
APPROVED19/32"- 1"
16"O.C. 12 214 201 263 247
32 1-1/8"- 1-1/4" 10d COMMON NAILS 6" 12"
DA V-.3 B•p•#� c�L USE IS UNLAWF 16"O.C"Amom . 18 277 259 342 322 M r)
�r J WITHOUT CERTIFICATE 1/2"STRUCTURAL CELLULOSIC N W
FEE �k0. U7 ep 16"O.C. 24 340 318 422 396 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" N O
NOTIFY BUILDING DEPARTMENTAT O F O C C U PANG%
631-765-1802 BAM TO 4PM FOR T 16"O.C. 28 348 358 476 446 LCi
FOLLOWING INSPECTIONS' 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL z
16"O.C. 32 427 398 529 496 FIBERBOARD SHEATHING 7" 7" >- Q W
1. FOUNDATION TWO REQUIRED 16"O.C. 36 469 438 538 547 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" Q Lu lLl
FOR POURED CONCRETE
2. ROUGH-FRAMING&PLUMBW(3 16"O.C. 42 535 499 664 622 z > Q
INSULATION 36 5/8" GYPSUM SHEATHING 1-3/4"GALV. ROOFING NAIL 7° 711 Q w U
3.
4. INSFINALTIONSTRUCTIONMUST COIAPL'Y WITH ALL CODES OF 16"O.C. 48 599 559 745 697 (n
BE COMPLETE FOR C.Q NEW YORK STATE TOWN CODE
EXTERIOR WALL WOOD STRUCTURAL PANELS
ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITION"0%07 TO RESIST WIND PRESSURES TABLE R602.3 (3) �
REQUIREMENTS OFTHE CODES OF NEW
YORK STATE NOT RESPONSIBLE FOR SAIDT17►7)2A DESIGN CRITERIA
DESIGN OR CON 7w=ERROflS �ltl' T�`1PUIT- .. ?�'') STRUCTURAL PANEL WALL NAIL SPACING
MINIMUM NAIL MIN WOOD MIN.WOOD STUD
Wind speed: 140 NAIL SIZE PENETRATION STRUCTURAL SPACING EDGES FIELD
/033 PANEL SPAN RATING THICKNESS
SOE1TMt�Ol.OT044,1T!'ll�� No of stories: 2
7d_. N.Y.S.QEC Mean Roof Ht: 30 ft 6d COMMON NAIL(z.5"X 0113") 1.50 INCH 24/0 7/16" OR 1/2" 16" O.C. 6" 12"
Roof pitch: per plan
Bldg Length per plan 8d COMMON NAIL „
RETA!N STORI%4 Vt/ATER RUM,OFF Bldg Width Per plan
(2.5"X 0131") 1.75 INCH 24116 7/16 OR 1/2 16 O.C. 6 12
N
I ,� n a bldg aspect ratio: 3:1 t [--� at"ll exteriorltghting '^UP NT TO C!-!Ap TER 236 Nailing ced: Table R602INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 U
installed,replaced or I r'C TO `V74 CODE. .3(1) '0�
repaired shalt conform
GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS ►--:` W
to Chapter 172
THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS U Z
TO WOOD FRAMING Q O
�R'r?�,yrn CodeFRAMING SPACING NAILS SCREWS 0qct
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) 1/2„ CEILING EITHER DIRECTION 16"O.C. 711 12" 5d COOLER NAILS '= � M ,
WALL EITHER DIRECTION 16"O.C. g" 16" O
WIND DESIGN SUBJECT TO DAMAGE FROM5/8„ CEILING EITHER DIRECTION 16"O.C. T" 12" 6d COOLER NAILS � �/ xi . N
o WIND WINTER ICE SHIELD AIR MEAN WALL EITHER DIRECTION 16"O.C. 7" 12" ® h-r-� i U
GROUND SPECIAL SEISMIC FROST ccz
SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL O M
SNOW (MPH) EFFECTS WIND DEBRIS DESIGN WEATHERING LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR � � M It
ct
LOAD REGION ZONE CATAGORY DEPTH
„ GARAGE CEILING 16"O.C. 6" 611 EQUIVALANT DR�M/
5/8 BENEATH PERPENDICULAR SCREWSS'H
F2OLBS 140 NO NO NOM B SEVERE 3'-0" MODERATE 11 YES NO 1500 or less 52.1 HABITABLE ROOMS IRC SE v .1 . O
AVY
Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing sh •)fib I��ced es o'
M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO' in this part of the table.
O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spat d 6 Ahes
Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet, minimum 48 inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. is .1
019010
TFOTP NE`s-t
Simpson
H2A Stud To Rafter MINIMUMTABLE 602.10.5 FOR TABLE 602.10.3(1)FORBRAC NG REQUIREMENTS BASED ON WIND SPEED
Connector `
(V
— — .t -L — METHOD WSP: EXTERIOR SHEATHING
1 I
Typical Metal •'- -•- - ^•- - -• '- -•- PER TABLE R602.3(3)-FASTENERS 6"
Stra in WINDOW HDRON
pp g •I I•I I•I IPERTDABLE R602.3(1)OR R602R2SHEATHING
at Openings N 'I I I I I I• VARIES BY FASTENERS
I.
.I I•I I•I METHOD CS-WSP:
Horizontally attached •I I'I AS PER TABLE R602.3(3)
plywood sheathing •I I I EXTERIOR SHEATHING ATTACHED
WTHshall have Solid Blocking •I 0!1318X 20MM00G)AILS
@ all Plywood Joints •I AT 6"O.C.ON EDGE AND 12" O.C.
I• IN FIELD
F– I I I' BRACED WALL PANEL INTERIOR FINISH:
_ I' SHALL BE MIN. 1/2"GYP.BD FASTENED
( I I I•I I' WITH NAILS OR SCREWS IN ACCORDANCE
W I'I I'I WITH TABLE R702.3.5 OR
_ ,I I,I I I I' TABLE R602.3(1)FOR EXTERIOR WALL
J _. _ _ _ _ _ •H. _ _ _ J' SHEATHING
. . . . . .. . . . . . . . . . ..
17-1
I'I I• VERTICAL JOINTS IN PANELS SHALL OCCUR
Corner Holdowns
•I II OVER AND BE FASTENED TO COMMON STUDS.
� •I I•I •I
Refer to plans I I I' HORIZONTAL PANEL JOINTS IN BRACED
•I I,I
for locations I'I WALLS PANELS SHALL OCCUR OVER
if required ,I INTERIOR I,I I, AND BE FASTENED TO 1-1/2"THICK O
,I SPACING II I I COMMON BLOCKING
I•
.I I•I II I. 2 x 4 or 2 x 6 STUD WALL
RIM JOIST •I I•I I•I i• 00 Q
'I I I 1 1 I• 2 X BOTTOM PLATE < UJ
Sill Strapping ;I I'I I•I I: z
See details on " •I I•I I•I I• EDGE SPACING -6" V
LJJ
this page. Q
L
TYPICAL ELEVATION W
WALL TO HEADER STRAPPING
N.T.S. FASTENING REQUIREMENTS FOR J O
BRACED WALL PANEL AS PER U -r
TABLE R602.3.(3)
LO �—
d�
1-1/4" gals. x 20 gage M V
Were the distance is SIMPSON H2A coil strap with (5) 8d common
between 9-1/4" to 15-1/4" at each Rafter. With nails in each end at each rafter. 0
provide blocking @ _ .N
(5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter 0 O =,'N
braced wall panels (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES =, d)0 -2 o a o2 12
2
Each Rafter on Each side w --L- o =N w-o °o
(5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing o= m UC o
Schedule Dwg-1 Cc
of Ridge to have a o CD a o o
Simpson LSU skewable hanger LI.M. m
26 N = O
N O.9 8-
6—SIMPSON
O-SIMPSON H2A d c 8 a a o r 3
Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil
rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails a _ t N
U N U N ++
plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate C N � `L
in each end. catch jack studs t L = N a 0- o E
along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° a4 _ _ s o = U o
panel. and window or door Header. Less than ,°° t .°= L o a
Gable End Wall N M
Typical each side and ALL ° @ 2.-.N ¢y o
z =
or Equal ,� �,._
windows and doors. to 12" °' = n `° = U `
BLOCKING BETWEEN RAFTERS CcD BRACED WALL PANELS L o M o a L = E O
I- U N (9 H (6 E 2 C O a
602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR &
JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS
NTS
NTS RAFTER TO RIDGE STRAP R,802.3
��//
IN LIEU OF RIDGE STRAPS U)
PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z `^
NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD vJ
2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED
TO THE RAFTERS WITH 4-8D NAILS O
EACH END Q
J
1-1/4" x 20 gage G-185 O �—
SIMPSON BSC Hot Dipped Galvanized Strap r (n
with (5)-8d common nails
TYP EXT.WALL at each stud
POST TO HEADER CONNECTOR Strap may be attached OVER CUT
the plywood OR directly to LENGTH
SIMPSON ABU POST Studs. 12" Min
6"TREATED POST 0 CON RETE BRACKET O
T C
SILL PLATE �
II'�
SIDE COVER 2"MINIMUM rap strap under sill -a
2-1/2"GALand attach to sill
p
VINIZED CARRIAGE BOLTS
OR SIMPSON SD STRUCTURAL CLEAR N C 6 o
TYPICALANCHOR BOLT -R403.1.6 � • • CONNECTOR SCREW ° .P�°` '
MAXIMUM SPACING: 1/2"@ 72"O.C. - GRADE w S 04 d O W
EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ADHESIVE ANCHORS:HIGH-STRENGTH — _ j !'.,� Cy -p O 0 1`-
EPDXY ANCHORING ADHESIVE FOR Use 1-1/4 Metal
2 BOLTS PER PLATE AND HOLD AT LEAST =III=III
ONE BOLT-12"MAX AND 3-1/2"MIN OFF '•`- _ USE WITH THREADED ROD =III=III • °•• �� V N a z
MECHANICAL ANCHORS;SIMPSON -III ; i Coil Strap 20 Gage >- E Q
ENDS OF PLATES. — "III • ��•`
WEDGE ALL WEDGE ANCHOR ;' 12" Mln (5) 8d common nails Q o ` 2
TYP.CONC.FOUNDATION
M 12"SQ.CAST-IN-PLACE FOUNDATION-SILL-STUDin EACH END at N M M
CONCRETE FOOTING,DOWN z ` J
FBEAR
OOTINGS MUST TO VIRGIN SOIL STRAPPING „ EACH Stud. Q UJ <ANCHOR BOLT DETAIL UND SOTURBED (MIN 36"BELOW GRADE) Applies to Garage Wall and 8d @ 6 oc Along -7 ry c0 co (0 cvn
SOIL Slab on Grade Construction Braced Wall Panel
SCALE: 1/2"= 1'-0" FIGURE R602.10.8(1)
P.T. POST TO CONC. PIER & FOOTING NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR
CONNECTION NTS RAFTER FACE TYPICAL WALL TO WALL STRAP
SIMPSON ABU INSTALLED IN ACCORDANCE STRAPPING IN CONTACT WITH CONCRETE OR MASONRY NTS
WITH SIMPSON SPECIFICATIONS AND DRAWINGS. SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION
OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL.
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W 'U Q/••r M �
MM � O
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UND
12 12 12 12 POSTFOOTINGTYPICAL FOUNDATION
S� �S S� �8 MIN.36"BELOW IN ACCORDANCE WITH CHAPTER 4
GRADE TABLE 8404.1.2(8):
8"CAST-IN-PLACE WALL WITH
HORIZONTAL REBAR PER TABLE
ry - R404.1.2(1)-SEE DWG-1 NOTE#6.
ON 16"x 8"CAST-IN-PLACE CONT,WALL FOOTING
W/2-#4 REBARS CONTINUOUS,
2 x 6 ACQ SILL PLATES,COPPER TERMITE
" 18'-4" SHIELD, EXTERIOR DAMP-PROOFING, ALL
FOUNDATION FOOTINGS TO EXTEND TO
'°�, VIRGIN SOIL & BE FULL HEIGHT
® CEDAR CAP TYPICALANCHOR BOLT -R403.1.6
m MAXIMUM SPACING: 1/2"@ 72"O.C.
o
EMBEDMENT OF 7"WITH NUT&WASHER.
0 1X6 CEDAR SLATS 2 BOLTS PER PLATE AND HOLD AT LEAST
T77-1-771 I ONE BOLT-12"MAX AND 3-1/2"MIN OFF
0
ENDS OF PLATES.
6X6 NOM CEDAR POST
� o• a � pa e o. a . � pa . o• a � pa . aD i i ® 1 1 ® 1
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1 ' r • 1
SLAB ON GRADE Q W >-
FRONT ELEVATION ' D ' 4"CAST-IN-PLACE CONCRETE ; ' ; g, m
FRENCH DOUBLE DOOR o W
5'-0"X 7'-0"ANDERSEN 400 ; a ; SLAB W/6X6 Y VA X R R WWM Q
LEFT ELEVATIONSERIES FRENCHWOOD o ON 6 MIL POLY VAPOR RETARDER 1 A 1 "' W
L TF
1 11 HINGED PATIO DOOR ON 4"COMPACTED BASE. ' ' "'`�
11 _ 1 11 SCALE: 1 /4" — 1 -O 3/4"GRILLES 4 1 ----------------------------------------------------- � � r , UJ Z
SCALE: 1 /4 — 1 -O WHITE INTERIOR
WHITE EXTERIOR � v a v v a • v v a • v •� s a l
--------------------------------------------------------------- w
W
12" DIA CAST-IN-PLACE
19'-10" 5'-10" HOWER FOOTING. n
12 12 STANDING SEAM ROOF 12 6x6 CEDAR POST J 0 m
8 a f
V Z
2x2 @ s"oc FOUNDATION PLAN
TOP OF PLATE _ TOP OF PLATE - _ �-
I r — SCALE: 1/4"
- 1 0" V =)
1X6 NOM AZEK FRIEZE M U
2X6 @ 24"OC o y
o =
2X10 GIRDER
2f 0. oE �
CEDAR PERFECTION WOOD SHINGLES �'�/0 0 o Q °i2.. E f°`
TO MATCH EXISTING HOUSE i°
00 = f6 U >,
2x6 RAFT S r � `l ` C'E °
occZa ° U Cc: 0
16"OC 2x8 RIDGE w N O1 0 �'�JTD
coo Lu En Lu RAFT RS 'o.� °a vi
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Q ( 16"OC = y= Ind >.o EL - o
TOP OF FOUNDATION TOP OF FOUNDATION +`O�\ N N(0 1t �'�/p � a - u°-i a-'E L N Q
m _ _ - _ -2-
_ -
L _
N •3oE
r- ° or
O =O w C N C N
L 'N y 5 C V N
RIGHT ELEVATION REAR ELEVATION N _ ¢u _L) _ C
� �� � 2Lw -
SCALE: 1 /4" = 1 '-O" SCALE: 1 /4" — 1 '-O" ~ U � � a.� ° a
ROOF PLAN / ROOF FRAMING PLAN
SCALE: 1/4" = 1'-0"
C�
ZZ
TYPICAL ROOF CONSTRUCTION 000
Standing seam metal roof- color selected by Owner. Z - �—
w/fasteners per manufacturers specification Q
BRACES WALL PANELa
and R905 OF THE NYS CODE. . J >
Underlayment: Table R905.1.1(2) in accordance with PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B W
manufacturers installation instructions. J �J
Ice & Water barrier as per section R905.1.2 TABLE 8602.10.4 page 185 BRACING METHOD CS WSP CS WSP CS-WSP CS WSP W
Framing As per plans with 1/2" exterior grade BRACE WALL LINE SPACING(FT).b 5 5 12 12 1911 , 18'_4"
span rated structural plywood Sheathing,
TABLE 8602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 32" 32" 30" 30"
Nail to framing in accordance Fastener 3
RAFTER/CEILING JOIST HEEL Schedules & Strapping per detail sheets). TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 2.8 2.8 0
JOINT CONNECTION
SHALL BE NAILED SEE DWG 2 FOR STRAPPING AND Flashing per 8905.2.8 �
TOGETHER IN ACCORDANCE HURRICANE TIES TABLE 8602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c ,?
WITH TABLE R802.5.2 E
SEE DWG-1 FOR TABLE
TYPICAL SOFFIT CONSTRUCTION. ___-___ _____== __==___ _______ ________ ________ _______ _______ _______ ____ __ 2X10 HEADER ATTACHED c 06
1. EXPOSURE CATEGORY 1 1 1 1
WITH SIMPSON H2AAT EACH 12 12 - -- -- _ ------- ------- ------- -------- -------- ------- ------- ------- --- --- -
8" overhangs-typical - _' - - -- ---- ------ -----_ -------- -------- -------- ------- ----___ __ -- = TO EACH SIDE OF 6X6 POST N D. o LLI
IL
RAFTER TO STUD. 8 a 8 " 11 11 " q 2. ROOF EAVE TO RIDGE HEIGHT 7 7 7 7 c- T _____=_ =______ ________ ________ _______ _______ _______ _______ � CV a O -0 O
6 fascia & 6 rake boards. azek ore ual _ _
TOP of PLATE Metal drip edge per R905.2.8.5 ______ _______ _______ _______ ________ ________ _______ _______ _______ _____= N a�
--- ---
p g p 3. WALL HEIGHT 1 1 1 1 - _ - 4" WOOD JOISTS � > z
c_ _______ _______ _______ _______ ___ _______ _______ _' 2 X 6 @ 24"O.C. > O N (A
Vented smooth Azek Soffits _____ _______ _______ _______ _______ -__ >-
------ -- ______ ________ ________ _______ _______ _______ _� a) E > Q
4. NUMBER OF BWL PER DIRECTION 1 1 1 1 ____ _ _
ra C ______ N ) �
TYPICAL EXTERIOR WALL �_ _ _____ _______ _______ __ N c'7 M W
U') RESULT REQUIRED BRACED WALL LENGTH(FT) 2 2 2 2 c_ _______ _______ _______ ________ ________ _______ _______ _______ _______ __ WOOD TRELLIS Z N N _I
R-21 BATT 2x6 Doug-Fir Wood Studs @ 16" oc. ` �_ _______ _______ _______ _______ ________ ________ _______ _______ _______ _______ _� 2x2 @ 6"O.C. Q W ti ti U
INSULATION DOUble tOp Plate and Single SOIe Plate. PER PLAN BRACING LENGTH PROVIDED (FT) 6 6 2.5 4 0� c_ _______ _______ _______ ----_- -------- -_- -- ------- ___=___ ______- - OVERHANG 4" j
------- ------- ------- ------- -------- -------- ------- ------- ------- ------- -
1/2" exterior Grade - Span Rated
b COMPLIANCE YES/NO Y Y Y Y c- _____ _______
0
Continuous Structural plywood Sheathing. _______ _______ --------------------------------------------------- _____
Y Fastened per Fastener schedule. - - - - - -----
----- __
STORAGE a.Linear interpolation shall be permitted c- _____ ____ _______ -------- ________ _______ _______ _______ _______ _3
tyVeC House /Wrap Or equal. b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, c- _____ -Fy�/g50 1fCPtR ------ - ------ -------- ------- _____ _'
SIMPSON POST g 1 g ) the average dimension shall be permitted to be used for braced wall line spacing. c- ----- _______ _______ =_36" __WSFt: ________ __ _______ _==36" S--Wsp:
Wood Siding match existing house ----- T-6" -
BASE CONNECTOR installed per manuf specs and NYS code. ABBREVIATIONS; BWL=BRACED WALL LINE, BWL 1-2 0- '
BW=BRACED WALL, 2-2x10 28"X84" -
Cont. load path strapping installed in accordance CS WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL N co 5'/�" 6_g�/, [11,128'X84" 11'-10" 5'-10" M�'I
TOP OF FOUNDATION with drawings. Provide Fire Blocking in accordance CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION WINDOW TO U o 3%. 5%.
- - — - — - — - - — a, MATCH i� "
with 8302.11 & 8302.11.1 and STONE FLOOR DRY STORAGE �,
ppin g p EXISTING X STONE FLOOR
DraftSto m
#4 REBAR 12"FROM TOP o per R302.12 & R302.12.1 BRACING METHOD HOUSE o N
b> la U) U)U OUTDOOR •�
Bottom of deck "' TYPICAL FLOOR CONSTRUCTION CS WSP CONTINUOUS SHEATHING N� CABINETRY � SHOWER C\1
a
pier Footing
'' ONE#4 BAR AT MID POINT �� WOOD STRUCTURAL PANEL �
36"below 4 reinf. concrete slab on grade DETAIL #1 ON DWG-2 U V
------------------------------- ----- --
Grade Minimum V'
TYPICAL FOUNDATION CONSTRUCTION BRACED WALL NOTES: BWL 1-1 36"CS-WSP M1 Q 35"CS-WSP
TWO#4 REBARS IN FOOTING W Z
O
in accordance with chapter 4 REFER TO DETAILS ON DWG-2 tn
FOR HOLDOWNS,STRAPPING,BRACED ^ >~ M
3000 psi Air Entrained cast-in-place concrete m m
WALL DIAGRAMS AND DWG-1 4'-0" 11'-10" 4'-0"
SECTION A wall on cast-in-place Concrete Wall Footing per FOR NAILING SCHEDULE. ALL BRACED MM -p 00
F'+M •"
8403. refer to Foundation Plan for footing size & WALL PANELS SHALL BE FULL-HEIGHT OSECTIONS OF WALL WITH NC VERTICAL 19'-10" ® x N U
SCALE: 1 /4" = 1 '-0" thickness. 2x6 approved treated Sill Plate, OR HORIZONTAL OFFSETS. ct �.
Sill Seal And Termite shield per Section R318. �E�AR
PROVIDE FIRE BLOCKING IIN Anchor bolts per Foundation Plan and R403.1.6 , ,�� Cy
ACCORDANCE WITH R302.11 1. BRACING REQUIREMENTS AS PER TABLE R602,10.3(1) 1 \� 101
OF THE IRC RESIDENTAIL CODE. 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5
INTERIOR WALL FINISH 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7
4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE
Provide 1/2"
Gypsum Wall Board on ceilings SHALL BE OFFSET NOT MORE THAN 4 FEET. 1 ST FLOOR PLAN
" 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL
Min 1/2 Moisture Resistant Wall Board on
THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS, SCALE. 1/4" = V-0" a ''
Ceiling and all walls in Bathrooms (humid areas) 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH -�'''`�
and 5/8" cement board on walls and Ceilings In wet areas. END OFABRACED WALL LINE STRUCTURE IS TO REMAIN UNHEATED 01 0AI)
3
7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL
Provide 5/8" Fire Rated gypsum wall Board on walls PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE SOF NES f
and ceiling located as per code, manufacturers R602.10.2.2
requirements and drawings. 3
t�