HomeMy WebLinkAbout50814-Z aMr � , 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 #: 50814 Date: 6/12/2024
Permission is hereby granted to:
Gagnon, Sebastien
265 State-St Apt 1202
Brooklyn, NY 11201
To: Demolish an existing deck and construct additions and alterations to an existing
single-family dwelling to include a new deck as applied for per SCHD and ZBA
approvals.
At premises located at:
1115 Arrowhead Ln, Peconic
S 9mmmCTM # 47388_........ . ........... .......... -....
Sec/Block/Lot# 98.-3-7.1
Pursuant to application dated 4/26/2024 and approved by the Building Inspector.
To expire on 12/12/202.5.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,567.00
CO-ADDITION TO DWELLING $100.00
Total: ......—- -�$1,667.00
J"�__._.......
.. ...... _.__.
Building Inspector
TOWN OF SOUTFIOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1 179 Southold,NY H 971-0959
Telephone(631) 765-1802 Fax (631) 765-9502 htl K//,,vw'w.soLilhol(llownn g'ov'
Date Received
APP
I TI �� 1111' BUILDING E III ,.
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For Office Use Only y Q
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PERMIT NO. - Building Inspector: Jom .: 02
11
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
a
Date:
OWNER(S)OF PROPERTY:
Name:Sebastien Gagnon & Cheryl Han SCTM#1000-98-3-7.1
Project Address:1115 Arrowhead Lane, Peconic, New York
Phone#:917-455--0390 Email:Sebastien.r.gagnon@gmail.com
Mailing Address:
CONTACT PERSON:
Name:Mark Sichling
Mailing Address:PO Box 223 Aquebogue, NY 11931
Phone#:631.276.4538 Email:mark@kaconstruction partners.corn
DESIGN PROFESSIONAL INFORMATION:
Name:Marshall Paetzel Landscape Architects
Mailing Address:5175 Middle Road, Mattituck, NY 11952
Ph n #.631. 209.2410 Email.
studio@mplastudlo.com
CONTRACTOR INFORMATION:
Name:King Arthur Construction Partners, LLC
Mailing Address:PO Box 223 Aquebogue, NY 11931
Phone#:631.276.4538 Email:m,arkokaconstructionpartners.com
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
lol Other Addition to existing deck $50K
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes no No
1
PROPERTY INFORMATION
Existing use of property:Residential Intended use of property:Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Dyes ANo IF YES, PROVIDE A COPY.
❑ C"heck Box After Readi Ulg: 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 building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):Mark Sichling ■❑Authorized Agent ❑Owner
Signature of Applicant: Date: August 28, 2023
STATE OF NEW YORK)
COUNTY OF 'I,L.
r S i chijon being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signi ntract)above named,
(S)he is the
(Contract Agent orporate 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
//__th_ I^—
(o day of ,20 aou k)waA
otary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
2l' Gllll1011 IYER AUTHORIMrIONNO,01 D 63 900
(Where the applicant is not the owner) LIALiFIED IN SUFr—OLD CI UN
CO S ION P PJRES UN 30,
Sebastien Gagnon residing at 1115 Arrowhead Lane, Peconic, NY
I,
do hereby authorize Mark Sichling to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
August 28, 2023
Owner's Signature Date
Sebastien Gagnon
Print Owner's Name
2
BOARD MEMBERS SO S • Southold Town Hall
"�
Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179
Southold,NY 11971-0959
Patricia Acampora OI`Iice Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert, Jr. 54375 Main Road(at Young
Nicholas Planamento s Avenue)
COUN , Southold,NY 11971
.:.
RECEIVED
a�
http://southoIdtownny.gov
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD .
uh! Tel. (631) 765-1809
Southold Town Clerk
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF APRIL 18, 2024
ZBA FILE: #7892
NAME OF APPLICANT: Sebastien Gagnon and Cheryl Han
PROPERTY LOCATION. 1115 Arrowhead Lane, Peconic,NY SCTM: 1000-98-3-7.1
_SEQRA D1-TI RN1 NA"1ION: The Zoning Board of Appeals has visited the property under consideration in this
application and determine% that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK CJUNTY ADM:INIS'I'RATIVE CC ICE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply
dated January 25, 2024 stating that this application is considered a matter for local determination as there appears to
be no significant county-wide or inter-community impact.
LWRI' DETERMINATION.- The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under-Chapter 268.
PROPERTY FACTa/maCRIPTIQN.• The subject, 46,389.69 square feet, 1.06 acre, rectangular shaped,
conforming lot in the R40 Zoning District measures 256.88 feet along Arrowhead Lane, then runs east 148.57 feet
along a residentially developed lot to the north,then runs south 290.00 feet along a residentially developed lot to the
east, then returns west 169.56 feet back to the roadway along a residentially developed lot to the south. The subject
parcel is improved with a one-and-a-half-story wood frame residence with an attached rear deck, masonry patio, and
gravel driveway as shown on the survey prepared by Ward Brooks, Licensed Professional Surveyor, and dated July
9, 2020.
BASIS OF AP PLICAT•ION,: Request for Variances from Article IV, Section 280-18; Article XXXVI, Section 280-
207; and the Building Inspector's November 15, 2023,Amended December 7,2023 Notice of Disapproval based on
an application for a permit to construct additions and alterations to an existing single-family dwelling; at; 1) located
less than the code required minimum rear yard setback of 50 feet; 2) gross floor area exceeding'permitted maximum
square footage for lot containing up to 80,000 square feet in area; located at: 1115 Arrowhead Lane, Peconic, NY.
SCTM No. 1000-98-3-7.1.
RELIEF REQUESTED: The applicant requests the following two variances for alterations and additions to a single-
family residence:
1. The proposed Gross Floor Area (GFA) of 5,756 square feet exceeds the permitted allowable GFA of 5,419.58
square feet(as calculated, lots up to 80,000 square feet of lot area: 5,100 square feet.GFA plus 5% of the lot area
in excess of 40,000 square feet up to a total of 7,100 square feet GFA maximum) by 336.52 square feet to
Page 2, April 18,2024
#7892, Gagnon
SCTM No. 1000-98-3-7.1
accommodate additional habitable space and enlarged bedrooms as the result of a roof modification creating
areas within an existing footprint.
2. 'rhe proposed rear deck addition measuring 7 feet by 8 feet (41 square feet in area), with a 44.9 feet rear yard
setback, requires a minimum rear yard setback ()f50 feet. An additional expansion of the main deck encroaches
upon the rear yard setback to a lesser degree and is proposed at 47.7 feet as part of the additions and alterations
proposed.
AQDfflj,(N,ALJNF0RMA'rl0N: The applicant provided a Site Plan, labeled SP,prepared by Jonathan Karl Paetzel,
Registered Landscape Architect, last revised April 2,2024.
The applicant provided architectural drawings labeled page 1-10, prepared by Jeffrey T. Butler, Professional
Engineer and dated January 2, 2024, These plans include present and proposed conditions, including elevation,
fOLIndation, first and second floor plans, roof plan, construction and project detail notes,and 'pyramid' outline.
Prior Zoning Board of Appeals relief was granted, January 10, 2002 under file #5042, offering alternative relief,
Permitting the original construction ofthe subject residence with a reduced front setback of 45.4 feet where the Code
requires a minimum front yard setback of 50 feet. According to the survey provided in this application,the residence
is constructed with a front yard setback of 46,32 feet.
Improvements on the site are covered by the following Certificates Of Occupancy: family residence.
4Z-29741 dated September 30, 2003 covering the construction of a single-fami
#Z-32503 dated August 6, 2007 covering a second-floor addition to an existing residence.
#Z-42294 dated August 26, 2021 covering additions and alterations to an existingIl-bedroom
single-family residence.
Presently the applicant has an open building permit, #49723, dated September 19, 2023 for the installation of an
inground swimming pool.
The applicant stated they will install a new sanitary system for the expanded house and provided a SUfl'0lk County
Department of Health Services (SCDFIS) penvit, 9-R-22-2078, for the installation of an Innovative and Alternative
Onsite Wastewater Treatment System ([/A OWTS'), The application for the new sanitary system was submitted to
the SCDHS on October 24,2022, based upon architectural plans commenced prior to the adoption of the new Town
legislation limiting GFA on October 18, 2022.
The applicant provided copy of a deed, dated December 17, 2020, filed with the Suffolk County Clerk, supporting
ownership.
During the public hearing,the applicant's agent cited four recent Zoning Board of Appeals decisions granting similar
relief requested,,relative to GFA, in support of their application. The files include,Nos, 7809, 7813, 7830, and 7877.
Letters of support were received by the Zoning Board of Appeals prior to the public hearing. No member of the
public or an immediate neighbor spoke in favor of or against this application.
FF -REASONS,r �NKQ ACTION:
The Zoning Board of Appeals held a public hearing on this application on April 4, 2024 at which time written and
oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property and
SUrrounding, neighborhood,and other evidence, the Zoning Board Finds the following facts to be true and relevant
and makes the following findings:
1. Town
_L,a-,v_§267-_b(3AbI U1 . Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The Arrowhead Cove subdivision, where the subject property
Page 3, April 18,2024
47892, Gagnon
SCTM No. 1000-98-3-7.1
is located, was developed in the late 20" Century and consists of a variety of housing styles of varying age, style and
size predominately on similar size lots, all sharing a bayfront beach. Most homes are two-story and several have
been renovated in recent years to reflect current needs and taste. The addition of excessive GFA, 336.52 square feet
as proposed and to be contained within a roof expansion on the rear side of the second floor will not be discernable
to passersby or those using the private roadway. Moreover, the property is well landscaped and the neighboring
homes behind the subject property will not be impacted by the relief sought. Regarding the expansion of the deck
by 41 square feet, with a rear yard setback of'44.9 feet where 50 feet is required,, those living in neighboring homes
or using the roadway, will not be able to discern the relief sought for tile same reasons. The proposed expansion of
the deck is to accommodate as small sitting area integrated into the stair system between the living room sliding doors,
a parapet deck walkway, and the rear lawn area.
2. The benefit Sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. Almost any expansion of the existing house, in either the
front or rear yards, will require some form of variance relief as evidenced by the Zoning Board of Appeals decision,
#5042, which allowed the initial construction of the residence with a reduced front yard setback; moreover, tile rear
yard setback is just slightly over the minimum requirement of 50 feet and any expansion of the deck will not conform
to the current code.
3. "Town 1,aw §267-§jjjCbjU3 . The variances granted herein are mathematically substantial, representing 6.2%
relief from the Code relative to excessive GFA arid 10.2%relief from the Code relative to as reduced rear yard setback,
However, the excessive GFA of 336.52 square feet is contained within a second-floor roof expansion without
additional footprint expansion or ground disturbance and will not be discernable from the roadway or adjacent
properties. Likewise, the expansion of the rear deck with reduced rear yard setback of 44.9 feet, where 50 feet is
required, is virtually undiscemible due to Mature landscaping and natural screening, and siting at the rear of tile
residence out of sight from the roadway.
4. Town 1,aw §262-b(S b 41. No evidence has been submitted to suggest that a variance in this residential
C0111111LInity will have an adverse impact on the physical or environmental conditions in the neighborhood. T1 e
applicant must comply with Chapter 236 of the'rown's Storm Water Management Code and install a Suffolk County
Department of health Services approved innovative and Alternative Onsite Wastewater Treatment System (I/A
OWTS).
5, Town Law §267-b(3)jb)( The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code In effect prior to or at the time of purchase.
6. jLown Law C267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
L
applicant to enjoy the benefit of a GFA of5,756 square feet for additions and alteratioris to an existing single-family
residence and a rear yard setback of'44.9 feet for the expansion of a deck sitting area of 7 feet by 8 feet, 41 sqUarc,
feet, (maintaining a setback of 47.7 feet for remainder of the expanded deck) while preserving and protecting the
character of the neighborhood and the health, safety and welfare of the community.
K,,$ n 11 balancing test under New
gzj,VFIQN OF.,THE BOARD: In considering all of the above factors and applyi g t e balanci
York Town Law 26�_-Bmo'tion was offered by Member Planamento,seconded by Member Dantes,and duly carried,
to
GRANT the. variances as applied For, and shown on the Site Plan, labeled SP, prepared by Jonathan Karl Paetzel,
Registered Landscape Architect, last revised April 2,2024 and Architectural Drawings labeled,sheet�s I-10, prepared
by Jeffrey T. Butler, Professional Engineer and dated January 2, 2024.
Page 4, April 18,2024
#7892, Gagnon
SCTM No. 1000-98-3-7.1
SUBJECT TO THE FOLLOWING CONDITIOI" &
1. The applicant shall install a Suffolk County Department of Health Services approved Innovative and
Alternative Onsite Wastewater Treatment System(I/A OWTS).
This approval shall not be deemed effective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
IMPORTANT LIMITS; ON THE ,PPRO 'A ' S GRANTED HF11I XG
Please Read Caret"ull
Away deviationfrom the survey, site plan andlor architectural drawings cited in this decision, or work exceeding
lite scope of the relief,granted herein, will result in delays andlor a possible denial by the Building Department
of a building permit andlor the issuance of a Stop, Work Order, and►nary require a new application and public
hearing before the Zoning Board of Appeals.
APxy deviation from the variance(y)granted herein as shown on the architectural drawings,site plan andr'or surv4 y
cited above, such as alterations, extensions, demolitions, or demolitions exceeding the scope off'the relief granted
herein, are not authorized under this application when involving nonconforrnides under the zontttg code. Thts
action does not authorize or condone any current or future use, setback or other feature of the subject.property
that may violate the Zoning Code, other than such uses,setbacks and otherf atures as are evpressly addressed in
this action.
TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 250-146(B) of the Code of the Town of
Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of
Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County
Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon
written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)
year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH
THE CODE 97.EQUIRE D TIME FRANK,DESCRIBED H.ER.EI.N.Failure to comply in a timely manner
may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved
variance relief,and require a new variance application with public hearing before the Board of Appeals
Vole.of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, and Lehnert. (4-0)
,. .,.. a [A
.m _ — _.. ..
k"eslie Kan es Weisman, Chairperson
Approved for filing / r` /2024
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Scott A. Russell �� � ST01KMWATIER.
SUPERVISOR MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL,FORM
( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
- - - - - — - - - - - - - - - - - - - - - - - — - - - - - - - - — - -
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: 1AAvik " Date:
IPuntl
b�a�u7mlu�t
Contact Information: sW14- 1"0A .r .c:IOM
(E-Mail&Telephone Number)
Property Address / Location of Construction Site:
S.C.T.M. #: 1000
District
9y 3 71
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
— ® — — _ _
❑- Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required!
- Project does Not Discharge to Waters of the State. No ST D.L.S. 1-lerry0t is Required!
_ than 1 Acre&Storm-water Runoff Discharges Directly
torWaters of the ea of aState of New rYork. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From NX.S. D.E.C. Prior to Issuance of a Buildinv Permit.
- Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold
Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S_ Permit through the Southold Town Enqlneerinq De artment
Prior to Issuance of a Building Permit,
Reviewed By: Date:
P nRM ar CMCP-TOq nrrtnh.-r gn 16
R301.2.2.2WEIGHTS OF MATERIALS. SCOPE OF WORK: DESIGN CRITERIA.
INTERIOR ALTERATION AND CONVERSION OF NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT D TATL SHEETS(ADDENDUM TO DRAWING SET).
AVERAGE DEAD LOADS SHALL NOT EXCEED 15 POUNDS PER SQUARE FOOT ATTIC SPACE TO LIVING SPACE.NEW ROOF
(720 PA)FOR THE COMBINED ROOF AND CEILING ASSEMBLIES(ON A STRUCTURE AS NOTED. WIND SUBJECT TO DAMAGE FROM
HORIZONTAL PROJECTION)OR 10 POUNDS PER SQUARE FOOT(480 PA)FOR WINTER AIR ANNUAL ICE BARRIER USE/
FLOOR ASSEMBLIES,ExcEPT AS FURTHER LIMITED BY SECTION R301.2.2. GROUND SPECIAL SEISMIC FROST DESIGN FREEZING MEAN UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT
SPEED EXPOSURE TOPOGRAPHIC WIND-BORNE FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF
DEAD LOADS FOR WALLS A13OVE GRADE SHALL NOT EXCEED: SNOW WIND DESIGN LINE MP. INDEX TEMP REQUIRED SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA
(MPH) CATAGORY EFFECTS DEBRIS ZONE HAZARDS LOAD LOAD CONSTRUCTION
LOAD REGION CATAGORY WEATHERING DEPTH TERMITE DECAY
I.FIFTEEN POUNDS PER SQUARE FOOT(720 PA)FOR EXTERIOR LIGHT-FRAME MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf FIRST FLOOR=3,305 S FT.
WOOD WALLS. TABLE R30L7 20 psf 140 B NO NO YES C SEVERE 36" TO HEAVY MODERATE I 1 599 599 YES FIRM MAPS 40 psf 20 psf INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf SET) N.C. N.C. 13 SECOND FLOOR= 1,9611 SQ.FT. TYPE V
ALLOWABLE DEFLECTION
2.FOURTEEN POUNDS PER SQUARE FOOT(670 PA)FOR EXTERIOR LIGHT- OF STRUCTUAL MEMBERS(b,c)
FRAME COLD-FORMED STEEL WALLS. ALLOWABLE SOIL BEARING CAPACITY FOR THIS SITE TABLE R301.6 2020 NYS UNIFORM CODE: MECHANICAL SYSTEM FEATURES:
DEFLECTION
STRUCTUAL MEMBER TABLE R301.5 POUNDS-FORCE IS BASED ON TEST HOLES BY OTHERS MINIMUM ROOF LIVE LOADS IN POUN TIIESE PLANS HAVE BEEN DRAWN IN ACCORDANCE EXISTING SYSTEM TO REMAIN
3.TEN POUNDS PER SQUARE FOOT(480 PA)FOR INTERIOR LIGHT-FRAME MINIMUM UNIFORMLY DISTRIBUTED LOADS(PST) AND HAS BEEN DETERMINED TO BF_, WITH 2O20 RESIDENTIAL BUILDING CODE PROGRAMABLE THERMOSTAT REQUIRED FOR HEATING AND COOLING
WOOD WALLS. RAFTERS HAVING SLOPES GREATER THAN RAFTERS ui xo 2,000 PST(SW,SP)PER TABLE R401.4.I PUBLISHED BY NEW YORK STATE.
PER SQUARE FOOT OF HORIZONTAL PROJECTION
WITH NO FINISHED CEILING ATTACHED TO RA USE LIVE LOAD
4.FIVE POUNDS PER SQUARE FOOT(240 PA)FOR INTERIOR LIGHT-FRAME OF THE 2020 RESIDENTIAL BUILDING CODE TRIBUTARY LOADED
ENERGY COMPLIANCE:
COLD-FORMED STEEL WALLS.
INTERIOR WALLS AND PARTICIANS H�180 UNINHABITABLE ATTICS WITHOUT STORAGE 10 PUBLISHED BY NEW YORK STATE. AREA IN SQUARE FEET TO THE BEST OF OUR KNOWLEDGE,THESE PLANS RESCHECK
FLOORS U360 UNINHABITABLE ATTICS WITH LIMITED STORAGE 20 OPENING PROTECTION BY FOR ANY STRUCTURAL COMPLY WITH THE TOWN OF 50UTHOLD ZONING AND
5.EIGHTY POUNDS PER SQUARE FOOT(3830 PA)FOR 8-INCH-THICK(203 MM) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 MEMBER CONSTRUCTION CODES. AIR SEALING NOTES:
CEILINGS WITH BRITTLE FINISHES ujfio WOOD STRUCTURAL PANELS THE CONTRACTOR I5 RESPONSIBLE FOR AIR SEALING;
MASONRY WALLS.
(INCLUDING PLASTER AND STUCCO) BALCONIES(EXTERIOR)AND DECKS 40 PERSUANT TO R301 2.1.2,SEE 0 TO 201 TO OVER THE BUILDING ENVELOPE SHALL BE SEALED IN ACCORDANCE
CEILINGS WITH FLEXIBLE FINISHES FIRE ESCAPES 40 FASTENING SCHEDULE ON ROOF SLOPE 200 600 600
6.EIGHTY-FIVE POUNDS PER SQUARE FOOT(4070 PA)FOR 6-INCH-THICK (INCLUDING GYPSUM BOARD) u210 SEE DETAIL SHEET FOR WITH MANUFACTURERS'INSTRUCTIONS AND THE PROVISIONS `�
GUARDS AND HANDRAILS 200 DETAIL SHEET IN THIS SET
(152 MM)CONCRETE WALLS. ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 FLAT O RISE LESS THAN 4 INCHES PER FOOT 20 16 12 HIGH WIND CONNECTION (CHECKLIST)OF THE 2015 IECC.
PASSENGER VEHICLE GARAGES 50 (1:3) REQUIREMENTS F
7.TEN POUNDS PER SQUARE FOOT(480 PA)FOR SIP WALLS. EXTERIOR WALLS-WIND LOADS (a)WITH u360 ROOMS OTHER THAN SLEEPING ROOMS 40 N 1101.14(R401.3)CERTIFICATE(MANDATORY).A PERMANENT CERTIFICATE SHALL z
PLASTER OR STUCCO FINISHES RISE 4 INCHES PER FOOT(1:3)TO LESS THAN BE COMPLETED BY THE BUILDER AND POSTED ON A WALL IN A SPACE WHERE i ~
STEEPING ROOMS 30 16 14 12
EXCEPTIONS: EXTERIOR WALLS-WIND LOADS(a)WITH OTHER 12 INCHES PER FOOT(1:1)
THE FURANCE IS LOCATED. THE CERTIFICATE SHALL LIST THE PREDOMINANT 0
Ln-a0 STAIRS 40
BRITTLE FINISHES R VALUES OF THE INSULATION INSTALLED(ROOFS/CEILINGS/WALLS/FLOORS/FOUNDATION) Ow
l:ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 POUNDS u[zOra
EXTERIOR WALLS-WIND LOADS(a)WITH RISE 12 INCHES PER FOOT(1:1) 12 12 12 AND DUCTS OUTSIDE CONDITIONED SPACES;U FACTORS FOR FENESTRATION AND SHGC
l
SQUARE FOOT(I 190 PA)SHALL BE PERMITTED PROVIDED THAT THE WALL FLEXIBLE FINISHES AND GRE ATER AND RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING AIR LEAKAGE TESTING
BRACING AMOUNTS IN SECTION R602.10.3 ARE INCREASED IN ACCORDANCE LINTELS SUPPORTING MASONRY u600 DONE ON THE BUILDING. THE CERTIFICATE SHALL LIST THE VALUE FOR EACH COMPONENT,
VENEER WALLS(e I W
WITH TABLE R602.10.3(4). ALL NO ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING,COOLING AND 0
NOTE:L--SPAN LENGTH,H=SPAN HEIGHT
2.LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL BE a.FOR THE PURPOSED OF DETERMINING DEFLECTION LIMITS HEREIN. SERVICE WATER HEATING EQUIPMENT. o w
THE ENGINN'ER I5 NOT RESPONSIBLE FOR ANY ENVIRONMENTAL ILLNESSES CAUSED BY
THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS n.7 TIMES THE TO THE EST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT, THE MANDATORY OF THE ENERGY CODE OR THE PREMATURE DEGRADATION
REQUIREMENTS
PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF SECTIONS R702.1 COMPONENT AND CLADDING(ASD)LOADS OBTAINED FROM TABLE R301.2(2). THESE LANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 Q 4
OF ANY COMPONENTS OR FINISHES. >
AND R703. b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH ENERG CONSERVATION CONSTRUCTION CODE w v_
OF THE CANTILEVER. `=
3.FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN ACCORDANCE NVITH e.FOR ALUMINUNI STRUC UP AL MEMBERS OR PANELS USED
CHAPTER 10.
CONT, RIDGE VENT
_- - - - - - - - - - TYPE V WOOD FRAME z
CONSTRUCTION BASED T
ON SECTION 602 Lu
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FLASH, _
TYP, - 12 _ SIGN FOR WOOD FLOOR AND
WOOD ROOFING FRAMING
TRUSS IDENTIFICATION SIGN:
IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUiCTION
APRON FLASH, TYP s SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED
_ ool - - TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN U
TOP OF SUBFLOOR- - - - - _ _ _ _ COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES
WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD (�
CONSTRUCTION AND/OR TIMBER CONSTRUCTION.
TOP OF CEILING- - ~ - - 94
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SECTION R312:GUARDS AND WINDOW FALL PROTECTION
LU
R312.1 GUARDS.
GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1
THROUGH R312.1.4
R312.1.1 WHERE REQUIRED. ENi1�lER:
GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN-SIDED WALKING ,
SURFACES,INCLUDING STAIRS,RAMPS AND LANDINGS,THAT ARE LOCATED Y T. C,
MORE THAN 30 INCHES(762 MM)MEASURED VERTICALLY TO THE FLOOR OR
GRADE BELOW AT ANY POINT WITHIN 36 INCHES(914 MM)HORIZONTALLY TO
THE EDGE OF THE OPEN SIDE.INSECT SCREENING SHALL NOT BE CONSIDERED
AS A GUARD.
12
R312.1.2 HEIGHT.
REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES,INCLUDING STAIRS, s '
12 PORCHES,BALCONIES OR LANDINGS,SHALL BE NOT LESS THAN 36 INCHES
3,5 (914 MM)IN HEIGHT AS MEASURED VERTICALLY ABOVE THE ADJACENT 1 Gilt
WALKING SURFACE OR THE LINE CONNECTING THE NOSINGS.
EXCEPTIONS: _-
1.GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT OF NOT JEFFREY T. BUTLER, P.E.
LESS THAN 34 INCHES(864 MM)MEASURED VERTICALLY FROM A LINE
CONNECTING THE NOSINGS. p1
ATCH EXISTING SIDIN!� 2.WHERE THE TOP OF THE GUARD SERVES AS A HANDRAIL ON THE OPEN O
'- - - -TOP OF PLATE SIDES OF STAIRS,THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 m
INCHES(864 MM)AND NOT MORE THAN 38 INCHES(965 MM)AS MEASURED
VERTICALLY FROM A LINE CONNECTING THE NOSTNGS. O O 8
a°
R312.1.3 OPENING LIMITATIONS. ~ - O 0
REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING z r z O
- - SURFACE TO THE REQUIRED GUARD HEIGHT THAT ALLOW PASSAGE OF A 0
SPHERE 4 INCHES(102 MM)IN DIAMETER. Z Q U
EXCEPTIONS: ' A
1.THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF STAIR,FORMED BY THE 67 m
pol
RISER,TREAD AND BOTTOM RAIL OF A GUARD,SHALL NOT ALLOW PASSAGE
OF A SPI IERE 6 INCHES(153 MM)IN DIAMETER. 0 Q O m
2.GUARDS ON THE OPEN SIDE OF STAIRS SHALL NOT HAVE OPENINGS THAT z = O
- ALLOW EXTERIOR O PLASTIC COMPOSITE GUARDS. ) N DIAMETER.- S 1 M I w
EXISTIN - - - -TOP OF SUBFLOOR 312 I `14
C� PLASTIC COMPOSITE EXTERIOR GUARDS SHALL COMPLY WITH THE 0 ff O Z V4
Gx SIDINGS - REQUIREMENTS OF SECTION R317.4. W N
-TOP OF CEILINn < N
- - R312.2 WINDOW FALL PROTECTION. 0
-- - WINDOW FALL PROTECTION SHALL BE PROVIDED IN ACCORDANCE WITH
IL
SECTIONS R312.2.1 AND R312.2.2. O - U L Q
N N
FE] - - FD R312.2.1 WINDOW SILLS. >� 0
IN DWELLING UNITS,WHERE THE TOP OF THE SILL OF AN OPERABLE WINDOW IL
OPENING IS LOCATED LESS THAN 24 INCHES(610 MM)ABOVE THE FINISHED
FLOOR AND GREATER THAN 72 INCHES 829 MM)ABOVE THE FINISHED GRADE z
OR OTHER SURFACE BELOW ON THE EXTTERIOR OF THE BUILDING,THE
_ - OPERABLE WINDOW SHALL COMPLY WITH ONE OF THE FOLLOWING: v N Q
- LLL-= I.OPERABLE PH WINDOW OPENINGS
THROU WILL NOT ALLOW A 4-INCH REIN TER
(102 MM)SPHERE TO PASS THROUGH WHERE THE OPENINGS ARE IN THEIR
LARGEST OPENED POSITION.
2.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW FALL PREVENTION
DEVICES THAT COMPLY WITH ASTM F2090.
-TOP OF 5U5FLOOR 3.OPERABLE WINDOWS ARE PROVIDED WITH WINDOW OPENING CONTROL
RAIL NOT SHOUJ IFOR CLARITY PROP, STOOP DEVICES THAT COMPLY WITH SECTION R312.2.2.
---- EXISTING DECK - - - -TOP OF FOUNDATION R312.2.2 WINDOW OPENING CONTROL DEVICES. FAGE
•
GRADE R312.2.2
OPENING CONTROL DEVICES SHALL COMPLY WITH ASTM F2090.
THE WINDOW OPENING CONTROL DEVICE,AFTER OPERATION TO RELEASE
THE CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN,SHALL NOT Q
RIGHTSIDE ELEVATION REDUCE THE NET CLEAR OPENING AREA OF TfIE WINDOW UNIT TO LESS THAN J
THE AREA REQUIRED BY SECTION R310.2.I. -
COPYRICxHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.
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R311.7 STAIRWAYS. -
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R311.7.1 WIDTH.
STAIRWAYS SHALL BE NOT LESS TFIAN 36INCHES(914 MM)IN CLEAR WIDTH
AT ALL POINTS ABOVE THE PERMITTED HANDRAIL IIFIGTIT AND BELOW EXISTING DECK -TOP OF SU13FL OOR
THE REQUIRED HEADROOM HEIGHT.THE CLEAR WIDTH OF STAIRWAYS AND STEPS TO GRADE
AT AND BELOW THE HANDRAIL HEIGHT,'INCLUDING TREADS AND RAIL OMITTED FOR CLARITY - ' — "
LANDINGS,SHALL BE NOT LESS THAN 31-1/2INCHES(787 MM)WHERE A -TOP OF FOUNDATION
HANDRAIL IS INSTALLED ON ONE SIDE AND 27INCHES(698 MM)WHERE
TTANDRATLS ARE INSTALLED ON BOTH SIDES.
EXCEPTION:THE WIDTH OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE ( 1
WITH SECTION R311.7.10.1. v
•
R31 1.7.2 HEADROOM.
THE.HEADROOM IN STAIRWAYS STIALL BE NOT LESS THAN 6 FEET8 INCHES x
(2032 MN1)MEASURED VERTICALLY FROM THE SLOPED LINE ADJONING THEX
TREAD NOSING OR FROM THE FLOOR SURFACE OF THE LANDING OR LL
PL.ATFORMONTHATPORTIONOFTHESTAIRWAY. REAR ELEVATION
EXCEPTIONS:
LWHERE THE NOSINGS OF TREADS AT THE SIDE OF A FLIGHT EXTEND UNDER O
THE EDGE OF A FLOOR OPENING THROUGH WI 1CH THE STAIR PASSES,THE U
FLOOR OPENING SHALL NOT PROJECT HORIZONTALLY INTO THE REQUIRED
HEADROOM MORE THAN4-3/4INCHES(121 MM).
"_'.THE HEADROOM FOR SPIRAL STAIRWAYS STIALL BE IN ACCORDANCE WITH '1'
SECTION R31 1.7.10.1.R311.7.3 VERTICAL RISE.
�
A FLIGHT OF STAIRS SHALL NOT HAVE A VERTICAL RISE LARGER THAN 151 O vl� f�
INCHES(3835 MM)BETWEEN FLOOR LEVELS OR LANDINGS. m
R311.7.4 WALKLINE. co
Q O @
THE WALKLINE ACROSS WINDER TREADS AND LANDINGS SHALT,BE to U-
CONCENTRIC TO THE TURN AND PARALLEL TO THE DIRECTION OF TRAVEL Z m-
ENTERING AND EXITING THE TURN.THE WALKLINE SHALL BE LOCATED ul
12 INCHES(305 MM)FROM THE INSIDE OF THE TURN.THE 12-INCH(305 MM) Q
DIMENSION SHALL BE MEASURED FROM THE WIDEST POINT OF THE CLEAR IO
STAIR WIDT'II AT THE WALKING SURFACE.WHERE WINDERS ARE ADJACENT Lu
WITHIN.A FIGHT,THE POINT OF THE WIDEST CLEAR STAIR WIDTH OF THE
ADJACENT WINDERS SHALL 13E USED.
R311.7.5 STAIR TREADS AND RISERS.
STAIR TREADS AND RISERS SHALL MEET THE REQUIREMENTS OF THTS U-a
SECTION.FOR THE PURPOSES OF THIS SECTION,DIMENSIONS AND
DIMENSIONED SURFACES SHALL BE EXCLUSIVE OF CARPETS,RUGS OR
RUNNERS.
[NY]R311.7.5.1 RISERS.
ENGINEER-
THE RISER HEIGI-IT SHALL BE NOT MORE'.THAN 91/4 INCITES(2091\1M).THE R311.7.8 HANDRAILS. e`
RISER SHALL_BE MEASURED VERTICALLY BETV4TEN LEADING EDGES OF
THE ADJACENT TREADS.THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH v It ins
OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 318 INCH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS.
(9.5 MM).RISERS SHALL BE VERTICAL_OR SLOPED FROM THE UNDERSIDE OF - , t� '•.'r
TIIE NOSING OF THE TREAT)ABOVE AT AN ANGLE NOT MORE THAN 30 R311.7.8.1 HEIGHT.
DEGREES(0.51 R,AD)FROM THE VERTICAL.AT OPEN RISERS,OPENINGS HANDRAIL HEIGHT,MEASURED VERTICALLY FROM THE SLOPED PLANE
LOCATED MORE THAN 30INCHES(762 MM),AS MEASURED VERTICALLY,TO ADJOINING THE TREAD NOSING,OR FINISH SURFACE OF RAMP SLOPE,,SHALL
THE FLOOR OR GRADE BELOW STIALL NOT PERMTT TIIE PASSAGE OF A 4-INCH- BE NOT LESS THAN 34 INCHES 864 MM AND NOT MORE THAN 38 INCHES ' '.011- Ile
ITIAb1F_.TER(102 MM)SPFIERE. (965 MM).
TOP OF PLATE-
EXCEPTIONS: EXCEPTIONS:
1.THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON SPIRAL 1.THE USE OF A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED
STAIRWAYS. OVER THE LOWEST TREAD.
2.THE RISER HEIGHT OF SPIRAL STAIRWAYS SHALL BE IN ACCORDANCE 2.WIT ERE HANDRAIL FITTINGS OR BENDTNGS.ARE USED TO PROVIDE WITH SECTION R31 1.7.10.1. ONTINUOUS TRANSITION BETWEEN FLIGHTS,TRANSITIONS AT WINDER
RE ADS,THE TRANSITION FROM HANDRATL TO GUARD,OR USED AT THE -�-
INYIR311.7.5.2 TREADS. START OF A FLIGHT.THE HANDRAIL HEIGHT AT THE FITTINGS OR BENDINGS _ JEFFREY T. BUTLER, P.E.
THE TREAD DEPTH SHALL BE NOT LESS THAN 9 INCHES(229I\IM).THE TREAD SHALL BE PERMITTED TO EXCEED 38 INCHES(956 MM).
DEPTH SHALL BE MEASURED HORIZONTAALLI'BF-nN7EEN THE VERTICAL ac
�- -
PLANES OF THT FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RI1 1.7.8 2 HANDRAIL PROJECTION.
RIGHT ANGLE TO TIIE TREAD'S LEADING EDGE..THE,GREATEST TREAD DEPTH HANDRAILS SHALL NOT PROJECT MORE THAN 41/2 INCHES(114 MM)ON EITHER
WITHIN ANY FLIGHT OF STAIRS STIALL NOT EXCEED THE SMALLEST BY MORE SIDE OF THE STAIRWAY.
TH AN 31S INCH(9.5 MM). EXCEPTION:WHERE NOSINGS OF LANDINGS,FLOORS OR PASSING FLIGHTS Z
R11 1.7.5.2.1 WINDER TREADS. PROJECT INTO THE STAIRWAY REDUCING THE CLEAR ANCE AT PASSING 77�
WINDER TREADS SHALL HAVE A TREAD DEPTH OF NOT LESS THAN 10 TNCHES HANDRAILS,HANDRAILS SHALL PROJECT NOT MORE THAN 61/2 INCHES
(254 AIM)MEASURED BETWEEN THE VERTICAL PLANES OF THE FOREMOST (165 MM)INTO THE STAIRWAY,PROVIDED THAT TIIE STAIR WIDTH AND
PROJECTION OF ADJACENT'TREADS AT THE INTERSECTIONS A U"fH THE HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED. TOP OF SUf3FLOOR- ' - —
WALKLINE.WINDER TREADS STIALL HAVE A TREAT)DEPTH OF NOT LESS � � r
THAN 6 INCHES(152 MM)AT,ANY POINT'WITHIN THE CLEAR WIDTI I OF THE R311.7.8.3 HANDRAIL CLEARANCE.
STAIR.WITHIN ANY FLIGHT OF STAIRS.THE LARGEST WINDER TREAD DEPTH HANDRAILS ADJACENT TO A WALL SHALL HAVE.A SPACE OF NOT LESS THAN TOP OF CEILING=- _ - EXISTING SIDING
-AT THE WALKLINE SHALL NOT EXCEED THE SM ALLEST WINDER TREAD BY 11/2 INCHES(38 MM)BETWEEN THE WALL AND THE HANDRAILS. 0
MORE THAN 318 INCH(95 NTM).CONSISTENTLY STIAPED WINDERS AT THE
WALKLINE SHALL BE ALLOWED WITHIN THE SAME FLIGHT OF STAIRS AS R311.7.8.4 CONTINUITY. Q Z
RECTANGULAR TREADS AND SHALL.NOT BE REQUIRED TO BE WITHIN HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,
318 INCH(9.5 NMI)OF THE RECTANGULAR TREAD DEPTH. FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT O Q O fy
u o
EXCEPTION:THE TREAD DEPTH AT SPIRAL STAIRWAYS SHALL BE IN DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT.HANDRAIL ENDS SHALL
ACCORDANCE WITH SECTION R311.7.10.1. BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS.
EXCEPTIONS: N
R31 1.7.5.3 NOSINGS. I.HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A o 0 O Z O
NOSINGS AT TREADS,LANDINGS AND FLOORS OF STAIRWAYS SHALL HAVE NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS,AT A LANDING,OR t�
A RADIUS OF CURVATURE AT THE NOSING NOT GREATER THAN 9/16 INCH OVER THE LOWEST TREAD.
(14 MM)OR A BEVEL NOT GREATER THAN 1/2 INCH(12.7 MM).A NOSING 2.A VOLUTE,TURNOUT OR STARTING EASING SHALL BE ALLOWED TO W N
PROJECTION NOT LESS THAN 3/4 INCH(19 MM)AND NOT MORE THAN 1-1/4 TERMINATE OVER THE LOWEST TREAD. CI) aL A)
INCHES(32 MM)SHALL BE PROVIDED ON STAIRWAYS.THE GREATEST O it) F- ID
PROJECTION SHALL NOT EXCEED THE SMALLEST NOSING R311.7.8.5 GRIP SIZE. — ID
PROJECTION BY MORE THAN 3/8 INCH(9.5 MM)WITHIN A STAIRWAY. REQUIRED HANDRAILS SHALL BE OF ONE OF THE FOLLOWING TYPES OR 0- U Q
L�:j Li
EXCEPTION:A NOSING PROJECTION 1S NOT REQUIRED WHERE THE TREAD PROVIDE EQUIVALENT GRASPABILITY. O N _
DEPTH IS NOT LESS THAN 11 INCHES(279 MM). 1.TYPE 1.
HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE TOP OF SU15FLOOR - - EXISTING O _
R311.7.5.4 EXTERIOR PLASTIC COMPOSITE STAIR TREADS. DIAMETER OF NOT LESS THAN 11/4 INCHES(32 MIA)AND NOT GREATER THAN BILCO DOOR � � 1 �
PLASTIC COMPOSITE EXTERIOR STAIR TREADS SHALL COMPLY'KITH THE 2INCHES(5I MM).IF THE HANDRAIL 1S NOT CIRCULAR,1T SHALL HAVE A TOP OF FOUNDATION -
H V]
PROVISIONS OF THIS SECTION AND SECTION R507.2.2. PERIMETER OF NOT LESS THAN 4 INCHES(102 MM)AND NOT GREATER THAN z
6-1/4 INCHES(160 MM)AND A CROSS SECTION OF NOT MORE THAN 2-1/4 INCHES
R311.7.6 LANDINGS FOR STAIRWAYS. (57 MM).EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM). N a
THT'RE SH ALL BE A FLOOR OR LANDING AT THE TOY AND BOTTON OF EACH 2.TYPE 11.
STAIRWAY.THE WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES(160 MM)SHALL
SHALL BE NOT LESS THAN THE WIDTH OF'THE,FLIGHT SERVED.FCR HAVE A GRASPABLE FINGER RECESS AREA ON BOTH SIDES OF THE PROFILE.
LANDINGS OF SHAPES A D OTHER THAN SQUARE OR RECTANGULAR,TI IE DEPTH THE FINGER RECESS SHALL BEGIN WITHIN OFINCH
THE R MM)MEASURED LEFT SIDE ELEVATION
AT THE WALK LINE AND THE TOTAL AREA SHALL BE NOT LESS THAN THAT VERTICALLY FROM THE-,TALLEST PORTION OF THE PROFILE AND HAVE A
OF A QUARTER CIRCLE WITH A RADIUSEQUAL TO THE REQUIRED LANDING DEPTH OF NOT LESS THAN 5116 INCH(8 MM)WITHIN 7/8 INCH(22 NIM)BELOW
WIDTH.WHERE THE STAIRWAY HASA STRAIGHT RUN,THE DEPTH IN THE THE WIDEST PORTION OF THE PROFILE.THIS REQUIRED DEPTH SHALL
DIRECTION OF TRAVEL SHALT.BE NOT LESS THAN 36 INCHES(914 14M). CONTINUE FOR NOT LESS THAN 3/8 INCH(10 MM)TO A LEVEL THAT IS NOT PAGE &
EXCEPTION:A FLOOR OR LANDING IS NOT REQUIRED AT THE TOP DF AN LESS THAN 1-3/4 INCHES(45 MM)BELOW THE TALLEST PORTION OF THE •
INTERIOR FLIGHT OF STAIRS,INCLUDING STAIRS IN AN ENCLOSEC PROFILE.THE WIDTH OF THE HANDRAIL ABOVE THE RECESS SHALT.BE NOT
GARAGE,PROVIDED THAT A DOOR DOES NOT SWING OVER THE STAIRS. LESS THAN 1-114 INCHES(32 NIM)AND NOT MORE THAN 2-3/4 INCHES(70 MM).
EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH(0.25 MM).
R.311 STAIRWAY WALKING SURFACE. ^ O
TTHEW WALKING SURFACE OF TREADS AND LANDINGS OFSTATRWA"S STIALL R31 1.7.8.6 EXTERIOR PLASTIC COMPOSITE HANDRAILS.
BE SLOPED NOT STEEPER THAN ONE UNIT'VERTICAL IN 48 INCHES PLASTIC COMPOSITE EXTERIOR HANDRAILS SHALL COMPLY WITH THE L
HORIZONTAL(2-PERCENT SLOPE). REQUIREMENTS OF SECTION R507.2.2.
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 16 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P-G.
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12 5" 13'3" 30 6" 17'0"
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GARAGE AREA = 374 SQ.FT. PAGE.
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COP"I RIGHT 2013 JEFFREY T. BUTLER, P.E., F.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.C.
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71 1"" 5"4"
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PROPOSED = 1,961 SQ.FT.
EXISTING WALL BELOW � i -•
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS
( MAXIMUM MEAN ROOF HEIGHT. 35')
SHUTTER ASSEMBLY
N.T.S. I _.
FOR PANEL SPANS: I
0 <4'0 WIDE SPAN a' .
23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 •
(OVERLAP AROUND OPENINGS 4") I .
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ASSEMBLY: •.I'
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ I I
#10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL 1
WOOD SCREW @ 16" O.C.
1
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
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.I NEW 2X12 RIDGE CONTINUOUS AIR VENT BAFFLES e FRAMING BAY
2x4 C.T. v 16 O,C, OWE S CORNING RAFT-A-MATE - TO BE INSTALLED
LOCATED IN UPPER 1/3RD SOT AT AIR FLOW IS NOT RESTRICTED.
PROVIDE ICE BARRIER PE OF ATTIC FILL IN 2X10 R.R. TO NEW RIDGE DO NOT COMPRESS INSULATION,
R9O5,1.2, TYPICAL ALL 2' �"
5-Od
' " i 12 EXISTING 2X12 RIDGE NAILS
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NEW i/2" CDX SHEATHING = STRUCTURE TO BE INSULATION ;�i?,7 NAILS
NEW HOUSEWRAP REMOVED DRYWALL CAULKED, GLUED
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NEW SIDING _ PROPOSED PROPOSED '( �/
MASTER W,I,C. DRYWALL CAULKED, GLUED
BEDROOM OR GASKETED TO BOTTOM PLATE
_ - NOTE: AT TUB/SHOWER
LOCATIONS PROVIDE
FULL HEIGHT GWH PRIOR BOTTOM PLATE CAULKED E}� y�� TO INSTALLING TUB ON OR GASKETED TO SUBFLOOR 0.
EXISTING: 2x8 G.J, _- = S�I I�SOI�I STRO��—TIE OUTSIDE WALL AIR SEAL
m 16" O,G, _ EXISTING 3 4" SUBFLOOR I ' HURRICANE
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EXISTING R,R. EXISTING= 18" TJI 560 INSTALL UNIT,
GUT TO FIT NEW WALL SUBFLOOR GLUED, CAULKED OR cl
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EXISTING SHEATHING J
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EXHAUST AIR OR GASKETED TO TOP PLATE
o NEW SIDING KITCHEN EXISTING: EXISTING
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PANTRY LAUNDRY EXISTING= —� ROOF
a (NO WORK) -
FELT PAPER SHEATHING
- (NO WORK) (NO WORK) -- CxARACsE
5/8" F.C. GWB ON WALLS (TYP•)
DRYWALL CAULKED, GLUED
AND CEILING PER CODE OR GASKETED TO BOTTOM PLATE
EXISTING 3 4" SUSFLOOR (NO WORK) RAFTER
z
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EXISTING 'o RIDGE BEAM
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a COLUMN p RIDGE Y I�l T �./ T I OR GASKETED TO TOP PLATE °7
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EXISTING FOUNDATION Q 4 D Q NOTE: SHADED COMPONENTS DESIGNATE
AIR BARRIER SYSTEM
TOP OF FOOTING - -- - �• D D
,SIR SEALING DETAILS
SECTION B-B
x
LL
R905.1.2 ICE BARRIERS: LU
m 0
2x12 RIDGE IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMTNG . O
2x10 RAFTERS ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED O F
1/2" CDX SHEATHING IN TABLE R301.2(1),AN ICE B,ARRTER SHALL BE INSTALLED FOR = r
N ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED (y 4
15 FELT ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES
ASPHALT ROOF SHINGLES AND WOOD SHAKES.THE ICE BARRIER SHALL CONSIST OF NOT FEWER � 1�
CONT RIDGE VENT THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A i— m Q/ UJ
SELF-ADHFRING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED O
IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE
ROOF VENTILATION 1:300 OF THE INSULATED LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN (f1 x O
24INCHES(61Umm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. ]J j
CEILING AREA UNIFORMLY DISTRIBUTED ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL 0 LIS @
SAVE PROTECTION TO EXTEND FROM THE IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED co LL
TABLE P3201.7 NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE z
FROM THE EAVE EDGE OF THE BUILDING.
SIZE OF TRAPS FOR PLUMBING FIXTURES EDGE OF THE ROOF, 36' UP THE SLOPE � �
BUT NOT LESS THAN 12 BEYOND O
EXCEPTION:DETACHED,ACCESSORY STRUCTURES
TRAP SIZE MIN. THE INTERIOR FACE OF THE EXTERIOR WALL � O
PLUMBING FIXTURE NOT CONTAINING CONDITIONED FLOOR,AREA. cv
BAFFLE AS REQUIRED FOR ROOF VENTILATION
(INCHES) 2x4 C,T, 'a 16 O,C,
BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 LOCATED IN UPPER 1/3RD
AND/OR WHIRLPOOL ATTACHMENTS D OF ATTIC ROVIDE ICE BARRIER PER 1 I—
I
BIDET 1 1/4 12 I `1 gi R'305.1.2, TYPICAL ALL
J 4-L
CLOTHES WASHER STANDPIPE 2
DISHWASHER(ON SEPARATE TRAP) 1 1/2
SECTTONP3103: VENT TERMINALS
FLOOR DRAIN 2 ENGINEER:
OF .•,
P3103.1 VENT PIPES TERMINATING OUTDOORS. R-43 INSULATION ` /
c° 1X6 AZEK FASCIA �C' QEY T.
VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED TO THE 12 �Di',:inn nnnnnnnnnn nr nn n n�)(�nnnnnnn + nnnnnnnnnnnn` On� o(n`nnr n n n(n nn a nn nn < ., \;•KITCHEN SINK(ONE OR TOWTR.4PS,VV'ITHOP. 1 1/, — - — •_i' uvuZuutlu++Vuutn�lrl�lnf�!u��?+ ! 1 ! Ic- I ���ilvuvu',tu tvuvuu�w !++rlr?+t!+�2�tx�u�x221Z2��1�2�rilucjv uc. nl ON 2X6 SUB FASCIA \ .,
WTTHOUT DTSWASHER AND FOOD WASTE DISPOSER) OUTDOORS THROUGH THE ROOF OR A SIDEWALL OF THE BUILDING IN TOP OF PLATE — g �ci
ACCORDANCE wiTH ONE OF THE METHODS IDENTIFIED IN SECTIONS i VC) OVERHANG
n EXISTING ROOF a(1 o
LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2 P3103.1.1 THROUGH P3103.1.4, cnR `.i�!� STRUCTURE TO BE AZEK SOFFIT WITH GONT I' T ' t, 1 8
C� 1/2" GWB ON - SCREENED VENT
c, ,s REMOVED - Irs �
P3103.1.1 ROOF EXTENSION. c v -
LAVATORY 1 1/4 ��`:)' WALLS AND GEEING `�
OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET Cn
THE CONDITIONS OF SECTION P31031.2 OR P3103.1.3 SHALL TERMINATE
R� ` SPACKLE AND PAINT NEW 1/2 GWB
SHOVER(BASED ON THE TOTAL FLOW RATE cR NEW 2x6 STUDS jam 0
NOT LESS THAN 6 INCITES(150 MM).ABOVE THE ROOF OR 6 INCITES(150 MM) t1iV A 73 ,)� 1`r ,>
THROUGH SHOWERHEADS AND BODY SPRAYS) ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER. o c� EXISTING PROPOSED �. NEW R-21 INSULATION %�
FLOW RATE: n>i>> _ NEW i/2'I CDX SHEATHING
p EXISTING R-30G BALCONY 01=1=10E - �
5.7 GPM AND LESS 1 1/2 O0 \RJ - ✓
P3103.1.2 ROOF USED FOR RECREATIONAL PURPOSES. _ NEW HOUSEWRAP
A10P.E THAN 5.7 GPM UP TO 1'.3 GPM 2 WHERE A ROOF IS TO BE USED FOR ASSEMBLY,AS A PROMENADE, �n ;� INSULATION = - NEW SIDING ~MORE TH:1N 1_.3 GPM UP TO_5.8 GPM 3 OBSERVATION DECK OR SUNBATHING DECK,OR FOR SIMILAR PURPOSES, �`") JEFFREY T. BUTLER, P.E.
MORE THAN 25.8 GPM UP TO 55.6 GPM 4 2 c�l"
OPEN VENT PIPES ES SHALL TERMINATE NOT LESS THAN 7 FEET( 134 MM) c� EXISTING 2X10 LEDGER WITH TECO
FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 nun. ABOVE THE ROOF. hl ' GUARD _ 0
��I EXISTING 3/4" SUBFLOOR _ EXISTING R.R.
P_103.1._ ROOFEXTENSION COVERED. ��..� - _ �
WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND TOP OF SUBFLOOR — — - — r; +' GUT TO FIT NEW WALL r
„ IS COVER BY ET'fllER,4 ROOF-MOUNTED PANEL(SUCH AS A SOLAR cC`? II I ( /EnXISTING 18" TJI�5r160 G.J. g 12"�O.C. � (1(1 �n��nn n �n n � � m
4 VTR COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVERTHEVENT ;c;I` aI I '(i l )i Ali )r)(iii�l ()i)�1i_)i!ii:)ii)i�ii 11ili)i)i)f��(iii �,iinnnQ�illi'll1t li�)lfYi ��lii(,(fi)(liiii1 �icii )i)I� ll )i - . �
OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE TOP OF PLATE — — - — J O
OR A DECORATIVE SHROUD),THE VENT PIPE STTALL TERMINATE NOT LESS
a Kl
PROPOSED THAN 2 INCHES(51 MIA)ABOVE THE ROOF SURF-ACE.SUCH ROOF ELEMENTS i "
EXISTING STEEL I/2 GWB
SHALL BE DESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW EXISTING 1/2" GWB z r Z O
RECONFIGURED— --_ " BEAM EXISTING R-30 1
,. if �---,__ 3 ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE EXISTING 2x4 STUDS = O to 9
"- , - --__ - F - INSULATION O O U
PLACE
EXISTING OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF EXISTING INSULATION z 1 Q
ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOP.AN OPEN AREA EXISTING SHEATHING �
/ u u i ❑ N i n " - \ FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA = r
/ :2" 2 13 ,2n \ /2u� u1 3 , 211 : NEW HOUSEWRAP
� \ / 1 2 2 \ OF THE PIPE.AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE. _ EXISTING EXISTING > z
/ LAV LAv ' ' ' , LAV LAV SUCH VENT TERMINALS SHALL BE PROTECTED BY A METHOD THAT c NEW SIDING EXISTING Q �
W.G. TUB/ W,C. 1 PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT b-lLIVING AREA ENTRY COVERED 0 JU
Q a
i PIPE OPENING. (NO WORK) (NO WORK)
SHOWER TUB SHOWER STOOP Ll.l Q O
1 P3103.1.4 SIDEWALL VENT TERMINAL. (NO WORK) ui
cli
SECOND FLOOR \'ENT TERMTNALS EXTENDING TT TROUGH THE WALL SHALL TERMINATE \ O �- 0 rr O
\ / NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN \ C)
" 211 1 211 " 211 „AI 10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET
T
O N
3 211 3 i (3048\11\I)IN ANY DTRECTiON HORIZONTALLY OF THE VENT TERMINAL. EXISTING 3/4" SUBFLOOR Q Y 93
II II \'ENT'Plt'ES SHALL NOT TERMINATE UNDER THE OVERHANG OF A
EXISTING \ 3 3 STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT TOP OF SUBFLOOR — — _ —
1(11II !rU(1(1O1)li(I(1(1(}(1`1U((1(1(1f1(1(Ili(i(lfl(1(lll(1(1(1 ) lll!1111! (1f1(III (II)!t!1(1(111(1O(I(i(i(i(I(1( ()O(11)IIO(1O 1(11111(Illi ()(ul IO(11)(111U11(1( (I )1!(1( 11( O
i S� ! (f� �I u ) )I 1 ( 1(1(111(1O(�(I( IlnllO(1(ll I)II O O
TO REMAIN — — — — — — — — — _ _ -� TERMINALSSTIALLBEPROTECTEDBI'AMF_.THODTHA'fPR13VENTSBTRDS �II)t)Oi)O( I I)llO OI111OU( t! ) ), l)III,)(II)Ul!(S( (II11)IIl )(I ) )Illt; I)Illl'.111 11111 I(!I),) ,IiU(I(IU1 H(- '!HHIl ll )O J �O OIIII 1 1)I ) t)IIUI)ll )!IO ) I / IOI)� (1 )(/ )UU III!, .—
_ _ — — -----i- _ - TOP OF FDN, - - - - - V
_ 3 --- -- ---------�- ---------
— � ,_ AND RODENTS FROM
REDUCE THI;OPEN A[NC'THE\'ENT PIPE OPENING O U-
3u ' _ _ AND THAT DOES°' AREA OF THE VENT PIPE. �` EXISTING R-30 fu
- =R—-- --- n u , i I '"-�---, GRADE 6 GRADE 1!_ a
--% 12 ' 2 u , ,2 2 2 211' 2 ' , , P3103. FROST CLOSURE. INSULATION O , ,4
31. 1'" LAV i 3 I Lo4V 1 ' i UV '3 ' 21�; WHERE THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE IS O
I I W:C, °' 0"F(-18`C)OR LESS,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL
/ W,C, TUB/ W C SINK 2 SINK EXISTING 7
� BE NOT LESS THAN 3 INCHES(761\1M)IN DIAMETER.ANY INCREASE IN THE _ z
SHOLUER SHOWER TUBF—wl
\ SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT(304.8 KIM)INSIDE COLUMN EXISTING CELLAR � W W
i I THE THERMAL ENVELOPE OF THE BUILDING. r �° (NO WORK)LJ I dpt 6 N
�mAINFLOOR
P3103.3 FLASHINGS AND SEALING.
♦ n 211 211 311 �1, 211 211 2„ 211 311 211-� THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE o
i WATERTTGIIT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS s 1v
311
AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING.
EXISTING FOUNDATION
�u _- P3103.4 PROTTTBTTED USE,. w,
FA A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN TOP OF FOOTING — - — - — d'p °'
C,O , \'ENT TERMINAL. � •
' P3103.5 LOCATION OF VENT TERMINAL.
�(11 TO AN APPROVED AN OPEN VENT TERMINAL FROM A DRAINAGE.SYSTEM SHALL NOT BE
"f I SANITARY SEPTIC SYSTEM LOCATED LESS THAN 4 FL-ET(1219 MM)DIRECTLY BENEATH ANY DOOR, ^
OPENABLE WINDOW,OR OTHER AIR INTAKE OPENING OF THE BUILDING SECTION A-A
OR OF AN ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL
rl
F'LUM51 NCB RISER DIAGRAM (NTS) BE WITTIIN 10 FEET(3048 MM)HORIZONTALLY OF SUCH AN OPENING UNLESS
IT IS NOT LESS THAN 3 FEET(914 TAM)ABOVE THE TOP OF SUCH OPENING.
COPYRIGHIT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E,, P.C.
THE DESIGN OF THIS STRUCTURE I'BASED UPON THE,T'RFSCRTPTIVE APPROACH USING THE GENERAL NOTES:
130 MILE PER HOUR ZONE - NAILING SCHEDULE WOOD FRAMF CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH,ALL STATE,MUNI iPAL,
AMERICAN FOREST AND PAPER ASSOCIATION. (2019) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTI N AND
(TABLE 3.1,WFCM HIGH WIND EDITION) NON-STRUCTURAL ELEMENTS ARf BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMER?CAN INSTITUTE F o 0
NEW YORK STATE. ARCI IITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT.
FOR THE CLIMATIC AND GEOGRAPI IICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND T]11]
TABLE ON COVER SHEET. 2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES °
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING ALL NON-ENGINE ERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT
WIND LIMITATIONS-SECTION R301. .1 OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORREC IONS NOT
ROOF FRAMING DESIGN CRITERIA-SECTION R301.2. .1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION REPORTED ONCE IIE,HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. °
FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS)
RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER DEAD LOAD-SECTION R301.4 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND
LIVE LOAD-SECTION R301.5 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE
CEILING JOIST TO TOP PLATE,(TOF-,-NAILED) 4-8d PER JOIST SMOKE INDEX R302.9 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM
FLAME SPREAD INDEX R302.10 THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY.
CEILING JOIST TO PARALLEL RAFTER(FACE-NATLED) 9-16d EACH LAP FIRE BLOCKING R302.1 1
FIRE BLOCKING MATERIAL R302.1 1.1 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS,
CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R30 .1.3 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND
LIGHT AND VENTILATION-SECTIO R303 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPON IBLE FOR
COLLAR TIE TO RAFTER(FACE-NAILED) 6 8d PER TIE MINIMUM ROOM AREAS-SECTION R304 THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE
CEILING HEIGHT-SECTION R305 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS
BLOCKING TO RAFTER(TOE-NAILED) 2_Sd EACH END SANITATION-SECTION R306 OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL EE MADE IN THE OCUMENTS
RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END TOILET BATH AND SHOWER SPACE S-SECTION R307 t• AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE
WALL FRAMING GLAZING-SECTION R308 ENGINEER. °n
R309 RESCUE • ° Simpson Strong-Tie
GARAGES AND CARPORTS-SECTION' 5,THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS MTS30C OR CS16 11/a"
EMERGENCY ESCAPE AND SCU OPENING
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT EXITS-SECTION R311 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPEN ATION,ETC.) o• COILED STRAP
STAIRWAYS-SECTION R31 1.7 AND GFNERAL LTABTLITY TN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE •° AT EACH ROOF RAFTER ~
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE '• USE 8-16d NAILS AT
GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION, THE ENGIN ER SHALL BE 00 EACH END
STUD TO STUD(PACE-NAILED) 2-16d 24"O.C. SMOKE ALARMS-SECTION R314 A NAMED INSURED ON ANY AND ALL POLICIES.
FOAM PLASTIC-SECTION R316 p
HEADER TO HEADER(FACE-NATLED) 16d 16"O.C.ALONG EDGES DWELLING UNIT SEPARATION-SEC PION R302 ______,_ _ ___ ... _. 6.PROVIDE,COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS.
PROTECTION AGAINST DECAY-SECTION R317 w
TOP OR BOTTOM PLATE TO STUD(END-NATLED) 2-16d PER 2x4 STUD PROTECTION AGAINST TERMITES-SECTION R318 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TC BE WOLMANIZED OR PRESSURE STUD TO ROOF RAFTER Q
SITE ADDRESS-SECTION R312 CREOSOTED. N
3-16d PER 2x6 STUD ACCESSIBILITY-SECTION R320 CONNECTION
ELEVATORS AND PLATFORM LIFT R321 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLS IN EACH do
4-16d PER 2.x8 STUD FLOOD RESISTANT CONSTRUCTIO '-SECTION R322 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. >
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST' 2-16d(SEE NOTE 1,2) PER FOOT FOUNDATIONS-CHAPTER 4 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANTCALLY'V ,NTILATED
ENDJOIST OR BLOCKING(FACE-NATLED) DESIGN BASED UPON PRESUMPTI LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AS PER NEW YORK STATE CODE.
FLOOR FRAMING AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL
MATERIALS ARE FOUND UPON EX AVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WI',H OUTDOOR DESIGNED
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST FOUNDATION WALL DESIGN. AIR-TEMPERATURE OF 0 DEGREES F.AND 15 N1PH WIND.
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END FOUNDATION NOTES: 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGUI ATIONS OF
EXISTING TI1E N.Y.B.F.U.AND.A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OW ER AT THE
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END COMPLETION OF THE JOB.
z
BLOCKING TO SILL OR TOP F'LATF(TOF NAILED) 3-16d EACH BLOCK FLOORS-WFCM PRESCRIPTIVE N1171 HOD
FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM HIGH WIND EDITION 12.PT.UNIRING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE w
SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS.
LEDGER STRIP TO BEAM(FACE-NATLED) 3-16d EACH JOIST
FLOOR CONSTRUCTION: sn
JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST 'ib"OSB PLYWOOD ST TBFLOOR,FASTEN PER TABLE 3.1 WFCM 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY.
FLOOR JOISTS: SEE FOUNDATION P ND FLOOR PLANS.SPACING AS NOTED
BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST FASTEN PER TABLE 3.1 WFCM 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK
FINISH FLOORS PFR AGREEMENT ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DCUBLF x
BAND JOIST TO SILL OR TOP PLATE(TOE:-NATLED) 2-16d(SLR NOTE 1) PER FOOT GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES.
ROOF SHEATHING WALL CONSTRUCTTON-WFCM PRESCRIPTIVE METHOD
WALL FRAMING AND FINISHING Sl IALL BE NAILED.AND OR SCREWED 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS T IE
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET IN ACCORDANCE WITH TABLE 3.1 1 VFCM CODE'S MINIMUM STANDARDS.
OVERHANGS AS NOTED
DIAGONAL BOARD SHEATHING VENTED SOFFITS 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE A D
ALUMINUM GUTTERS AND LEADE S SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FO
1"x6"OR I"x8" 2-8d PER SUPPORT SIDING:SEE ELEVATIONS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED
TYVEK HOUSEWRAP ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGD EER.
1"x10"OR WIDER 3-8d PER SUPPORT 1/z"CDX SHEATHING,SEE FASTENING SCIIEDULE.TABLE 3.1 WFCM
2X6 STUDS C, 16"O.C.WITII 2X6 SH E AND DOUBLE 2X6 PLATE 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE
CEILING SHEATHING 1/z"GYPSUM WALL BOARD INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE O,�V ER,
518"TYPE X GWB IN GARAGE CONTRACTOR OR LOCAL BUILDING DEPARTMENT.
GYPSUM WALLBOARD Sd COOLERS 7"EDGE/10"FIELD ,
/z"MR GWB IN WET AREAS
WALL SHEATHING AT LEAST ONE WINDOW IN EACH SLEEPING ROOM SHALL COMPLY WITH THE UPLIFT-CONTINUOUS PATH CONNECTORS
EXIT REQUIREMENTS OF SECTION 310 NOTE DRILLING AND NOTCHING (�
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIMITATIONS IN FIGURE R602.6(1)I OR BEARING WALLS AND FIGURE R602.6(2) USE SIMPSON STRONG-TIE CONNECTORS FOR NON-BEARING WALLS. FOLLOW PRODUCT SELECTION GUIDE AND
FIREBOARD PANELS FOLLOW EXTERIOR CORNER FRA [NG DETAIL FIGURE R602.10.5 INSTALLATION MANUAL FOR HIGH WIND RESISTANT f�,��
CONSTRUCTION CATALOG C-HW02 1-1-, � �
7/16" 6d 3"EDGE/6"FIELD ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD O
ASPHALT STRIP SHINGLES SHALL AVE A MINIMUM OF SIX(6) ANCHOR BOLTS IN FOUNDATION USE: LU
25/32" 8d 3"EDGE/6"FIELD FASTENERS PER SHINGLE(SFCTTO R905.6) N.A.
GYPSUM WALLBOARD Sd COOLERS 7"EDGE/ 10"FIELD FOR
APPLICATION(S CTION R905.2.7) (�
FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) SILL PLATE TO RIM JOIST USE: t
IIARDBOARD 8d SEE TABLE 3.11 THIS SHEET UNTfS HORIZONTAL(17-PERCENT 5 LOPE), N.A. (Q p
UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS V -. (X
PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET HORIZONTAL(33-PERCENT SLOPE) UNDERLAYMENT GARAGE STUD TO GARAGE SILL PLATE USE: �- m c(1 111
SHALL BE TWO(2)LAYERS APPLIE )IN THE FOLLOWING MANNER. N.A. 13 -I
DIAGONAL BOARD SHEATHING APPLY A 19-INCH(483 NIM)STRIP O UNDERLAYMENT FELT PARALLEL {� >- 13
WITH AND STARTING AT THE EAVI,S,FASTENED SUFFICIENTLY RIM JOIST TO STUD CONNECTION USE: ++-+ X O ca
I"x6"OR I"x8" 2-8d PER SUPPORT TO ITOLD IN PLACE. N.A. O W m 1@
STARTING AT TIIE EAVE,APPLY 36 INCH-WIDE(914 NEV)SHEETS OF (Q Z 1L
i"x 10"OR WIDER 3 8d PER SUPPORT UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), FLOOR TO FLOOR CONNECTION USE: O O lu
FLOOR SHEATHING AND FASTENED SUFFICIENTLY TO IOLD IN PLACE. N.A.
FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS 1' N
STRUCTURAL PANELS RAFTER TO STUD CONNECTION USE: lu
ICE PROTECTION(SECTION R 905.2. .1) NITS 12,EACH ROOF RAFTER
V OR LESS 8d 6"EDGE/ 12"FIELD UNDERLAYMENT IN HIGH WIND(S CTION R 905.2.7.2) USE 8 16d NAILS AT EACH END
FLASHING(SECTION R 905.2.8)
GREATER THAN 1" lOd 6"EDGE/6"FIELD CHIMNEY'S AND FIRESPACES-CHA TER 10 RAFTER TO RIDGE TO RAFTER CONNECTION USE: u'1'
ENERGY EFFTCIF-,NCY-CHAPTER 11,SEE ATTACHED REPORT CS20 USE 8-8d NAILS IN EACH END Lu
DIAGONAL BOARD SHEATHING MECHANICAL-CHAPTER 12 .AT EACH ROOF RAFTER
GENERAL MECHANICAL SYSTEMS CHAPTER 13
1"x6"OR I'W" 2-8d PER SUPPORT HEATING AND COOLING EQUIPME 'T-CHAPTER 14 DECK POST TO CONCRETE CONNECTION USE:
EXHAUST SYSTEM ENG[N,E>=R:
S-CILAPTER 15 N.A.
i"x10"OR WIDER 3-8d PER SUPPORT
DUCT SYSTEMS-CHAPTER 16 OF N
COT\1BUSTION AIR-CILAPTEIZ 17 DECK POST TO GIRDER CONNECTION USE: �..�
L �✓ ^ .
1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT TI IE PANEL EDGE. CHIMNEYS AND VENTS-CHAPTER 8 N.A.
-Y r G(� r'a
IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PLUMB ING-PARTVII
NAILING REQUIREMENTS FOR STRUCTURAL MEMBFRS SHALL BE DOUBTED,OR ALTERNATE CONNECTORS, GIRDER TO DECK JOIST CONNECTION USE:
SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. r'
N.A. CC �
n of
2.WHEN WALL SHEATHING IS 12ONTINUOUS OVER CONVECTED MEMBERS.THE TABULATED NUMBER OF PORCH POST TO DECK USE: �Z � r • ' � /
NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT.
N.A.
PORCH POST TO GIRDER USE:2-AC4 ' o( ,34
N.A..
PORCH ROOF RAFTER TO GIRDER USE:
TABLE 3.11 (WFCM HIGH WIND EDITION)
N.A. JEFFREY T. BUTLER, P.E.
(140 MPH 3-SECOND GUST= 120 MPH FASTEST-MITY WIND SPEED[PER TABLE R3-1.2.1.3) Q CD
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS L,
in
t- in
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ' ' O
0
SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR 8d COMMON NAILS fy
(SEE NOTE 1) (INCHES,O.C.)
(SEE NOTE 3) (INCHES,O.C.)
� Q O
O
E 6 z r zO u
4'EDGE ZONE 16 Q 111 cO
F 12(SEE NOTE 2) Q p
INTERIOR ZONE 16 F 6 -1r0-) m
r
F 12 Q Q O o
Q o 0
E=NAIL SPACING AT PANEL EDGES(IN.) TABLE 3.l O (WFCM HIGH WIND EDITION) RIDGE TENSION STRAP z = - Q
F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) CS20 USE 8-8d NAILS w ' 0 - C.,
ROOF IEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS IN EACH END AT � -
Q O
I.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE..ZONE ATTACHMENT (140 MPH 3-SECOND UST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R301.2(4)A) EACH ROOF RAFTER n Z N
REQUIREMENTS SHALL BE USED. W (K O
SHEATHING LOCATI N STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING q N � v)
2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING OR PANEL SIDING FOR 8d COMMON NAILS 0 � + � E
MEMBERS WITH Gz0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL (SEE NOTE 1) (INCURS,O.C.) 0 - p
(SEE NOTE 3) (INCHES,O.C.)
BE REDUCED TO 6 INCHES O.C. n- U Q
E 6 O
3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED 4'PERIMETER EDGE L NE 16 F 6 U- M
0 O
FOR COMMON NAILS. Ii 6
INTERIOR ZONE 16
F 12(SEE NOTE..2) RAFTER i
GABLE ENDWALL RAI E AND RAKE TRUSS L 4 z
TABLE 3.2B (WFCM HIGH WIND EDITION 201 5) F O W
4
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS E=NAIL SPACING AT T ANEL EDGES(TN.)
F=NAIL SPACING AT T TERMEDTATE SUPPORTS IN THE PANEL FIELD(TN.) RIDGE BEAM
MAXIMUM ANCHOR MAXIMUM ANCHOR JOIST HANGER REQUIRED
BOTTOM PLATE TO FOUI\IDATION FOUNDATION BOLT SPACING(IN.) BOLT SPACING(IN.) 1.FOR ROOF SITE.ATHI G WITHIN 4 FEET OF THE PERIMETER EDGE OF TIIE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL CEILINGS
BOLT CONNECTION RESISTING SUPPORTING (1/2"ANCHOR BOLTS) (518" ANCHOR BOLTS) SIDE OF THE ROOF PEAK.THE 4 FOOT PERIMETER EDGE ZONE_ATTACHMENT REQUIREMENTS SHALT.BE USED. LSSU OR EQUAL 2.TABULATED 12 TNC O.C.NAIL SPACING ASSUMES HEATHING,ATTACHED TO RAFTERITRUSS FRAMING MEMBERSPAGE :
WITH G>0.49.FOR FRA IING MEMBERS WITH 0.42<G<(.49,THE NAIL_SPACINGS SHALL BE REDUCED TO 6INCHES O.C. RIDGE
LATERAL AND SHEAR LOADS I STORY 31 48 3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATT.ACI117D TO RAFTER/TRUSS FRAMING MEMBERS TENSION-STRAP
WITTI G>0.49.FOR FRAMING MEMBERS WITH 0.42QT<Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4INCITES O.C. /'1 O
NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL 4.TABI TLATED 4 INCH U.C.NAIL SPACING ASSIEMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL
WITH G>0.49.FOR FRA IING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C.
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.
1
2x4 CONTINUOUS
LATERAL BRACE AT 6'O.C.
0
U.
__ ___ - —TRUSS OR CEILING JOIST w
2-1 Od NAILS w
Lw
' GABLE END TRUSS O
cN N
r
0. N
I
10-8d
NAILS
z
�7
N
w
Q
5d COOLER NAILS AT 10"O.Cuj
uj
2"x4"BLOCK NAILED TO EACH
O
BRACE WITH 4-1 Od NAILS =
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GYPSUM BOARD
w
cn
5d COOLER NAILS AT 7"O.C.
20 GAUGE STRAP
10-8d NAILS
All
TOP PLATES
EXTERIOR OR BEARING WALL
ENDWALL STUDS
ENDWALI_ OISTS
GABLE ENDWALL BRACING U
n,
STUD (WFCM FIGURE 3.7a) X
F Lu LL
A A %
BORED HOLE MAX
DIAMETER 60% NO CH GREATER THAN �° ° BLOCKING LU nl 13
(Kcs�
501/�OF THE PLATE WIDTH OU
°° � O
OF STUD DEPTH BLOCKING n/ F C1J
5/8"MIN.TO EDGE ' GYPSUM BOARD cn N
16 GAGE(0.054")AND 1.5"WIDE 16d NAIL AT 24"O.C. r
METAL TIE ACROSS AND TO EACH SECTION A-A (j✓ ci) W
5/8"MIN.TO EDGE SIDE OF THE NOTCH WITH 8-16d ci) Q \D 1�-•
- NAILS EACH SIDE }- =s
NOTCTI MUST NOT EXCEED
40%OF STUD DEPTH . � W cp 1�L.
FLOOR BRACING AT END BAYS WOOD STRUCTURAL PANEL zco
w
TOP PLATES (WFCM FIGURE 3.7b) 8d NAIL AT 6"O.C. INSTALLED IN WITH NAILING SCHEDULEACCORDANCE
't ' (L NO
(.ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) (l-�-t
BORED HOLES SHALL NOT "—
8d NAIL AT 12"O.C.ON ALL
BE LOCATED IN THE SAME PIPE 8d NAIL AT 4"O.C.
NOTCII IN STUD L
FRAMING MEMBERS NOT AT
OF CUT OR
PANEL EDGES
— "----- _---— ---- (a) OUTSIDE CORNER DETAIL
12"MAX.
8d NAIL AT 6"O.C. -MEEt .
NOTCHING AND BORED HOLE LIMITATIONS TOP P ATE FRAMING TO ACCOMMODATE PIPING NAILS BASED ON o c� y:.
YPSUM BOARD
SHEAR WALL REQUIRE-MENT5 (ALL PANEL EDGES) 1
FOR INTERIOR NONBEARING WALLS '
(WFCM 2015 SBC HIGH WIND EDITION) y
NO CEILING WOOD STRUCTURAL PANEL ni ll_ I ,,'
RAFTERS AND CEILING CENTER 2x BLOCKING
DIAPHRAGM
JOISTS INSTALLED IN ACCORDANCE
JOISTS OR APPROVED REQUIRED ON SHEATHING JOINT 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE NCO
ROOF TRUSS 4
A) 93
(TABLE 3.1,WCFM HIGH WIND EDITION) �
15/32 WOOD STRUCTURAL PANELS
ON GAI3LE FACE AND ON WALL BELOW 8d NAIL AT 6"O.C.ON ALL
TOP PLATE- BASED ON SHEARWALL REQUIREMENTS FRAMING MEMBERS AT PANEL
TOP PLATE SECOND STORY EDGES AND 12"O.C.ON ALL JEFFREY T. BUTLER, P.E.
OTCHSEE INGPROLLING IS GABLE ENDWALL, BALLOON FRAMING
NOTCHING PROVISIONS FRAMING MEMBERS NOT AT
JOIST IS PERMITTED TO PANEL EDGES
TOP PLATES BE CUT OR NOTCIIED PREFERRED METHOD (b)INSIDE CORNER DETAIL o '
in
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- . . O @
SEE DRILLING.AND SEE DRILLING AND EXTERIOR CORNER FRAMING p �,
BOTTOM PLATE NOTCHING PROVISIONS a
NOTCHING PROVISIONS
WFCM SECTION 3.4.1.1.1 ROOF FRAMING DOUBLE.TOP PLATE — O a p
WFCM SECTION 3.3.1.1.1 113 SPAN 1/1 SPAN WAL z W r z O
WALL p
O m
STUD i F— JOIST ENDS TO BE
15"
T
BLOCKED AGAINST
ROTATION IN ACCORDANCE \ c Q Z o
z
BORED HOLE MAX FOR BLOCKING WITH WFCM 3.3.1.3-END RESTRAINT CRIPPLE STUDS STUD TO RAFTER CONNECTION O Q 0 oai m
DIAMETER 40% TOP PLATE BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING OR FLOOR TO FLOOR CONNECTION
OF STUD DEPTH OR BLOCKING SEE WFCM SECTION 3.3 HEADER DEPENDING ON CONDITION,SEE
DETAILS ON SHEET 7 OF 7 THIS SET 21"CLEARANCE 30 O O
5/8"MIN.TO EDGE BEARING HEADER TO STUDS 21"CLEARANCE 24"CLEARANCE Q (�/ Z
WALL I I IN FRONT OFLLJ
r'
5/8"MIN.TO EDGE PENING O Y 93
9
FULL LENGTH s
LAP JOIST 3 IN.MIN. HEADER STUDS WALL STUDS WATER SHOWER p �— O Q)
U
BOTTOM PLATE. CLOSET CL
—
NOTCH MUST NOT EXCEED BAND JOIST WALL OR BIDET
25%OF STUD DEPTH OR BLOCKING UPLIFT IFT CONNECTION IS REQUIRED 15" 15" WALL p � N O
NOTCHES SHALL NOT BEu-
• --------------------- Al EACH END OFHE.ADERAND _O
LOCATED IN MIDDLE ONE-THIRD JOIST , __, -- v O
OF STUD LENGTH SILL PLATE z , AT BOTTOM OF HEADER STUDS IN
�V(}tJPLTF ; ; ; ADDITION TO CONNECTORS AT z
IF HOLE IS BETWEEN 40%AND 60% e , , , , WALL STUDS AND AT TOP AND TUB � j
CRAWL SPACE CON'ECTPF O
OF STUD DEPTH,THEN STUD MUST OR BASEMENT 5UBFLOOR REQUIRED,
, , , BOTTOM OF CRIPPLES U N o
BORED HOLES SHALL NOT BE DOUBLE AND NO MORE THAN . FOUNDATION ,
BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE
CROSS SECTION OF CUT OR DOUBLED AND SO BORED
NOTCH IN STUD STUD TO PLATE --a 21"CLEARANCE 21"CLEARANCE
/FOUNDATION —`-
to TUB
HEADER To STUDS:USE LSTA 18 W/14 1 Od NAILS
STUD TOP PLATE/FOUNDATION: ) PAGE :
PLATFORM FRAMINGINTERMEDIATE (OPENINGS LESS THAN 6 FEETT):USE DSP W/8 lOd NAILS IV STUD AND 4 lOd NAILS IN PLATENOTCHINGAND BORED HOLE LIMITATIONS BEARING WALL (OPENINGS GREATER THAN 6 FEET :ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7FOR EXTERIOR WALLS AND BEARING WALLS TYPICAL FRAMING AND UPLIFT WATER CLOSETS
TYPICAL WALL FLOOR AND ROOF FRAMING CONNECTIONS FOR OPENINGS FIGURE R307.1 0 f J
(WFCM 2015 SBC HIGH WIND EDITION)
NIMUM FIXTURE CLEARANCES
GOPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.C. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.
GENERAL CONSTRUCTION NOTES:
S 05°50'10'E 290.00'
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE NEW YORK STATE. EXISTING „II,IIIII,III,I, I,IIIII,II,,,I„I„I,,,,I,,,II,II,II„I,II I„IIIIIIIII,IIII,III,IIII„I,,,I,,,IIIII 1„ IIII„I,1� GAGNON-HAN
AS ADOPTED BY NEW YORK STATE MAY 12. 2C20. U """"""""""""""""""""""""' _
co
CD
GREEN GIANT ARBORVITAE _
RESIDENCEHEDGE
ADDITIONS, ALTERATIONS 8, RENOVATIONS: SHALL CONFORM WITH APPENDIX J EXISTING �nuuuuuuuuuuuumuumnnunnunnunnununnmmnnunnu nnnnnnuununnunnnunnununnunnuununnn nunw nnuuuumnuuuunuuuunnuunnuuuunu nnnnnunnnnunnmmuullllul,uunuuuuunuuunuununnur annulunut
STOCKADE _ I 1115 Arrowhead Lane
2. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS FENCE
Peconic, New York
(TYP-)
3. THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION SHALL VERIFY ALL
DIMENSIONS, EXISTING OR NEW AND BE RESPONSIBLE FOR FIELD FIT.
- -- ------� = PROPOSED PROJECT LIMITING SILT FENCE
4. ALL NEW FOOTINGS SHALL IBEAR ON VIRGIN, UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY PROPOSED e (SEE DETAIL 4)
OF 2000 POUNDS PER SQUARE FOOT.ALL FOOTINGS SHALL BE 36" BELOW GRADE MINIMUM. IT SHALL I I 18'X 40' POOL _ X AREA OF DISTURBANCE=33,465 SF
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE DEPTH OF ALL EXISTING FOOTINGS EXISTING - I EXISTING PATIO I (OR.77 ACRES)
DISTURBED BY CONSTRUCTION. wooDED AREA -
TO BE REMOVED =
TABLE R401.4.1 SUBSCRIPT B:WHERE THE BUILDING OFFICIAL DETERMINES THAT IN-PLACE SOILS = I I
WITH AN ALLOWABLE BEARING CAPACITY OF LESS THAN 1,500 PSF ARE LIKELY TO BE PRESENT AT THE SITE,THE = _ _ I _, _ _ I _ _
ALLOWABLE BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. -
`._
F'""inunumnuunmmnnuuuumumnawunua 50'PRINCIPAL I PROPOSED
PROPOSED - I Marshall poetzel
5. CAST-IN-PLACE CONCRETE SHALL BE AIR ENTRAINED; 5% <7%TOTAL AIR CONTENT BY VOLUME AND HAVE AN REAR YARD SETBACK ON-GRADE
_ _ __ _ _ __ __ __ __ _�_ - - -- -- (_OUTDOOR KITCHEN POOL PATIO
ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. EXCEPT EXPOSED SLABS, = =i---------
LANDSCAPE A R C H I T E C T U R E
IF
GARAGE SLABS AND STEPS SHALL BE 3500 PSI.ALL WORK SHALL BE IN ACCORDANCE WITH CHAPTER 4.ALL CONCRETE
SHALL CONFORM TO THE LATEST ACI STANDARDS.
_ -EXISTIN GREEN GIANT
` PROPOSED Ll
ARBORVITAE HEDGE
,.� DECK+STEPS PO Box 478
6. BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS, STUDS RAFTERS AND ALL FRAMING = PO B Middle Road
LUMBER SHALL BE DOUG-FIR LARCH#2 OR BETTER. E= 1,600,000EXISTING Mattituck,NY 11952
MIN. FB FOR DIMENSIONAL LUMBER= 850 PSI. = RESIDENCE DECK STEPSWOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED YELLOW SOUTHERN PINE#2 OR BETTER. INCLUDING TO BE REMOVED phone: (631)209-2410
�,o n fax: (631)315-5000
BUT NO LIMITED TO: DECK FRAMING, POSTS, HEADERS, GIRDERS&LEDGERS. ° O - - _
LIN SET A-DECK PLAN-SEE SHEET DP2 email: studio@mplastudio.com
7. ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING:
A.)ALL FASTENERS SHALL 13E HOT DIPPED GALVANIZED-ASTM A 153 CLASS DOR STAINLESS STEEL. _ SURVEYOR:
B.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES A'c = Ward Brooks Land Surveyor
C.)ALL STRUCTURAL CONNECTORS I.E. SIMPSON STRONG-TIE OR LISP, ETC. SHALL BE HOT-DIPPED _ 11 Ocean Avenue
GALVANIZED OR STAINLESS STEEL. _ - EXISTING CHAIN LINK Blue Point, NY 11715
FENCE(TYP.) Office: (631) 576-7794
8. ALL ENGINEERED WOOD PRODUCTS SUCH AS"TRUS JOISTS, MICRO-LAM, ETC"SHALL BE INSTALLED IN ACCORDANCE
WITH THE MANUFACTURERS LATEST INSTALLATION DETAILS, FRAMING CONNECTORS, ALLOWABLE HOLE DIAGRAMS, -
SPECIFICATIONS, ETC.
"MICRO-LAM" DESIGN STRESS: E= 1.9. FB =2.600 PSI. FV=285 PSI
"PARALLAM PSL" DESIGN STRESS: E=2.0, FB=2,900 PSI, FV=290 PSI = -_
"ANTHONY POWER BEAMS DESIGN STRESS; E=2.1, FB =3000 PSI, FV=300 PSI s B F
PROPOSED POOL
9. STAIR HANDRAIL: R311.7.8 PROVIDE HANDRAIL ON AT LEAST ONE SIDE OF EACH = EQUIPMENT
- LOCATION
CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. EXISTING III,I,III,III,I„II,IIIIII,IIIII,IIll,,,,1„III„I,IIIIII,I,IIIIII,IIIII,IIIIIIIII III,IIIIIIIIII,I,II,IIIII,II,IIII IIIIII,IIIII,IIIIIIIIIIIII,I,II„
HANDRAIL HEIGHT MEASURED ABOVE STAIR TREAD NOSING. SHALL NOT BE LESS THAN WOODED AREA
34 INCHES AND NOT MORE THAN 381NCHES.ALL HANDRAILS SHALL BE CONTINUOUS = MODIFIED
THE FULL LENGTH OF THE STAIR FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT _ TOPSOIL GRAVEL DRIVEWAY
TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAILS ADJACENT TO = STOCKPILE TO BE USED FOR
A WALL SHALL HAVE A SPACE OF NOT BE LESS THAN 1-1/2 INCHES BETWEEN THE WALL _ EXISTING U.G. AREA CONSTRUCTION
AND THE HANDRAIL. SEE CODE FOR EXCEPTIONS. REFER TO CODE FOR GRIP SIZE SPECIFICATIONS. ' O L.P. WATER LINE - - - - ACCESS
TANK
10. GUARDS: R312 PORCHES. BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30"ABOVE THE FLOOR OR CONCRETE
GRADE BELOW SHALL HAVE:A RAILING NOT LESS THAN 36 INCHES W / WASHOUT AREA
IN HEIGHT. RAILINGS SHALL HAVE TOP RAILS AND BALUSTERS AND BOTTOM RAILS THAT ARE
NO MORE THAN 4 INCHES APART. EXCEPT:THE TRIANGULAR OPENINGS FORMED
BY THE RISER,TREAD AND BOTTOM RAIL OF THE GUARD RAIL AT THE OPEN SIDE OF A STAIRWAY ARE PERMITTED TO
Noy°�rao^w .l' -" ., ,c° EXISTING
BE OF SUCH ASIZE THAT A6 INCH SPHERE CANNOT PASS THROUGH. _
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW SHALL ^`X1: WOODED AREA
HAVE GUARDS NOT LESS THAN 34 INCHES IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS. GRAVEL
CONSTRUCTION
ACCESS ' 3
11. METAL FLASHING SHALL BE INSTALLED WERE CONCRETE ABUTS WOOD, a
AND WERE DECKS ABUT HOUSE FRAMING. - o
�rnnnumllll,11°00p'anmmmumm°°°°
12. ALL FLUSH STRUCTURAL LAD BEARING nnnnmm °INSTALL JOIST HANGERS Al nn
88' N04°4210W
33 �
.94'
SITE DATA:
llllll/IIIIIUIIIIHIIrr11U0110IIIII/IIr1111111111I111111I111111111111111111111111111111I/IIOIIrI/rRrrrrrrrr1111011 /F/ / - - -
" PROVIDED TO TRANSMIT THE APPLICABLE UPLIFT FORCES IN SECTION R80211.1 FROM THE ;� �;"'`v' = SCTM : 1000 98 3 7 1
-Zoning District: R 40
ROOF ASSEMBLY TO THE FOUNDATION.
_ urllllllllrrrr,,,""""""',Ir111111L J_LJ Y'r, ',;' Lot Area: 46,389.69 SF (or 1.06 acres)
13. EXTERIOR DECKS: EXTERIOR WOOD DECKS SHALL CONFORM TO SECTION R507
EXISTING "WATER MAIN NOTES:"'��n
R507.2.4 FLASHING AT STREET �
FLASHING SHALL BE CORROSION-RESISTANT METAL OF NOMINAL THICKNESS NOT LESS THAN 0.019 INCH D LANE " 1. Base map information based on survey
OR APPROVED NONMETALLIC MATERIAL THAT IS COMPATIBLE WITH THE SUBSTRATE OF THE STRUCTURE EDGE OF PgVE prepared by Ward Brooks Land Surveyor
AND THE DECKING MATERIALS. MENr dated July 9, 2020.
R507.9.1.1 LEDGER DETAILS 2. This drawing is for the purpose of
DECK LEDGERS SHALL BE A MINIMUM 2-INCH BY 8-INCH NOMINAL,
obtaining permits only. NOT FOR
PRESSURE-PRESERVATIVIE-TREATED SOUTHERN PINE. INCISED PRESSURE-PRESERVATIVE-TREATED HEM-FIR. OR CONSTRUCTION.
APPROVED, NATURALLY DURABLE, NO. 2 GRADE OR BETTER LUMBER. DECK LEDGERS SHALL NOT SUPPORT
CONCENTRATED LOADS FROM BEAMS OR GIRDERS. DECK LEDGERS SHALL NOT BESUPPORTED ON STONE OR 3. Unauthorized alteration of this plan is a
violation of NYS Education Law.
MASONRY VENEER.
TYPICAL DECK JOIST SPANS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) REVISIONS
TABLE R507.6 FASTENING SCHEDULE
WIND DESIGN SUBJECT TO DAMAGE FROM DATE DESCRIPTION
DECK GIST SPANS FOR COMMON LUMBER SPECIES(ft.-in.) SEISMIC BASED ON TABLE R602.3 (1) NAILING SCHEDULE o WIND WINTER ICE SHIELD AIR MEAN 12.04.23 UPDATE DECK LAYOUT
SNOW WIND DESIGN WEATHERING TERMITE
J GROUND SPEED TOPOGRAPHIC SPECIAL BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL 04.29.24 REVISE DECK BASED ON
ALLOWABLE JOIST SPANIJ MAXIMUM CANTILEVER•f LOAD (MPH) EFFECTS REGION DEBRIS
LINE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP APPROVED VARIANCE
NUMBER AND TYP SPACING AND ZONE
SPACING DESCRIPTION OF FASTENER LOCATION 20 LBS 140 NO NO NO B SEVERE 3_00r TO HEAVY MODERATE 11 YES NO 1500 or less 52.1
SIZE SPACING OF DECK JOISTS OF DECK JOISTS WITH CANTILEVERS
SPEC(ESa 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.
(inches) 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.
(inches) 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.
12 16 24 12 16 24 FLOOR FRAMING s e a I
_ ` D Cqp�
2 x 6 9-11 9-0 7-7 1-3 1-4 1-6 4-8d BOX REGULATORY REQUIREMENTS: '"
21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL TABLE 507.9.1.3(1) � �-^ �--,.--- a� ar/Ado �O
2 x 8 13-1 11-10 9-8 2-1 2-3 2-5 DECK LEDGER TO BAND JOIST CONNECTION -ALL CONSTRUCTION, MATERIALS,AND EQUIPMENT SHALL BE IN w i w y l{, i�T .;` a ,., ',
Southern pine RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON STRICT ACCORDANCE WITH ALL FEDERAL, NEW YORK STATE, ; ; ' � . "`�;_ . N m
2 x '10 16-2 14-0 11-5 3 4 3-6 2-10 22 6"O.C.TOE NAIL 0
1 ° - ' ,PLATE (ROOF APPLICATIONS ALSO) 10d BOX CONNECTION JOIST SPAN SUFFOLK COUNTY,AND SOUTHOLD TOWN ZONING AND BUILDING ! uJ y
CODES, ORDINANCES, REGULATIONS, ETC. INCLUDING ANY
2 x '12 18-0 16-6 13-6 4-6 4-2 3-4 23 BLOCKING TO JOIST EACH END 2-10d BOX DETAIL <s' 6'1"T08' 811"TO 10' 1o'1"To 12' RELEVANT ENVIRONMENTAL REGULATIONS. APF �-4 �-
2-8d COMMON 1/2"DIA.LAG SCREW �N 00271 O�
2 x 6 9-6 8-8 7-2 1-2 1-3 1-5 4-16d BOX TOE NAIL & 1/2"MAX.SHEATHING 30" 23" 18" 15^ -THE ITEMS DEPICTED IN THIS PERMIT DRAWING ARE INTENDED TO �TF OF NE��
Douglas fir-larchd, 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON 1/2"DIA.THRU BOLT BE CONSTRUCTED ONLY AFTER RECEIVING ALL REQUIRED
g 2 x 8 12-6 11-1 9 1 1-11 2-1 2-3 & 1/2"MAX.SHEATHING 3s" 3s^ 3a" 2s^ PERMITS/APPROVALS,AND SOLELY FOR THE SPECIFIED OWNER
hem-fird 3-16d COMMON AT EACH BEARING, FACE NAIL AND AT THE PROJECT SITE LOCATION NOTED ON THE DRAWING. TITLE:
spruce-pine-fird, 2 x '10 15-8 13-7 11-1 3 1 3-5 2-9 25 2" PLANKS( PLANK&BEAM FLOOR&ROOF) 4-10d BOX 12'1"TO 1a' 1a'1"TO 1s' 16'1"TO 18'
2 x 12 18-0 15-9 12-10 4-6 3-11 3-3 1/2"DIA.LAG SCREW
-THE SCOPE OF WORK IN THE PLAN HAS BEEN DESIGNED IN L E G E N D
26 BAND OR RIM JOIST TO JOIST 4-1d BOX PER JOIST & 1/2"MAX.SHEATHING 13" 11" 10" ACCORDANCE TO THE 2020 RESIDENTIAL CODE OF NYS.
2 x 6 8-10 8-0 7-0 1-0 1-1 1-2 3-166d COMMON
Redwood, 10d BOX 24"O.C. FACE NAIL TO TOP& BOTTOM 1/2"DIA.THRU BOLT 24" 21" 19" -THE SWIMMING POOL SHALL BE COMPLETELY AND __ DECK PERMIT
27 BUILT-UP GIRDERS AND BEAMS & 1/2"MAX.SHEATHING CONTINUOUSLY SURROUNDED BY A BARRIER AS REQUIRED AND IN PROPERTY LINE
western cedars, 2 x 8 11-8 10-7 8-8 1 8 1 10 2-0 STAGGERED ON OPPOSITE SIDES
ACCORDANCE TO SECTION R326.4. PLAN + DETAILS
ponderosa pinee, 2- 10 14-11 13-0 10-7 2-8 2-10 2-8 4-16d BOX LEDGERS SHALL BE FLASHED
red pinee 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) -THE CONTRACTOR IS RESPONSIBLE TO EXECUTE ALL WORK IN 50'PRINCIPAL REAR YARD SETBACK
[2 - 12 17-5 15-1 12-4 3-10 3-9 3-1 2-10d BOX(3" ) OR COMPLIANCE WITH THE SPECIFICATIONS AND RECOMMENDATIONS
29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2-1/2P') EACH END, TOENAIL OF ALL RELEVANT REGULATORY AGENCIES AND CONSTRUCTION Illlltlllllltlltllltlllll PROJECT LIMITING SILT FENCE
SHALL MEET ALL FEDERAL, STATE AND LOCAL ZONING,
a. No.2 s,rade with wet service factor. ORDINANCES, REGULATIONS, CODES, LAWS, ETC.
b.Ground snow load,live load=40 psf,dead load= 10 psf, L/0=360. -THE LANDSCAPE ARCHITECT IS NOT RESPONSIBLE FOR THE EXISTING STOCKADE FENCE 0 8 16
Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches o.c. INSPECTION, SUPERVISION, OR ADMINISTRATION OF THIS
c.Ground snow load,live load=40 psf,dead load= 10 psf, UA=360 at main span, VA= 180 at CONSTRUCTION PROJECT. IT SHALL BE THE RESPONSIBILITY OF N
cantilever with a 220-pound point load applied to end. Where the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches o.c.for THE CONTRACTOR TO ARRANGE FOR ALL INSPECTIONS REQUIRED. X EXISTING CHAIN LINK FENCE SCALE 1/16" = 1'-0"
minimum 48-inch distance from ridges, eaves and gable end walls;and 4 inches on center to gable end wall framing.
d. Includes incising factor.
DRAWN BY:
PROPOSED WIRE MESH FENCE A.FOX D P 1
e.Northern species with no incising factor.
HE KED BY:
J.PAETZEL
DATE:2023.08.31
f.Cantilevered spans not exceeding the nominal depth of the joist are permitted. EXISTING U.G.WATERLINE REVISED:2023.12.04 SHEET 1 OF 2
2024.04.29
GAGNON-HAN
RESIDENCE
1115 Arrowhead Lane
Peconic, New York
(16)2x12 ACQ STAIR `---
OF�OOR STRINGERS @ 16"O.C.(TYP.) m arshall TO LAND ON 12"x 1V-6" poetel
CONCRETE PAD POURED TO
i FROST DEPTH LANDSCAPE ARCHITECTURE
INSTALL ACQ NAILERS SECURED 8'-0" 9'-9" 9'-9"
TO DECK FRAMING FOR SECURING DN 4 RISERS @ JOIST(TYP.)(2)2x8 ACQ BASE 2x10 ACQ RIM
7-3/4"
1X6 HORIZONTAL DECK SKIRTING HT.X 11"W. HEADER PO Box 478
BETWEEN DECK+GRADE — — — — — — 5175 Middle Road
INSTALL HANDRAILS AS INSTALL BARRIER RAILING m (2)2x10 ACQ Mattituck,NY 1 1952
INSTALL BARRIER RAILING — — — — - — — — REQUIRED FOR STEPS AT OUTSIDE PERIMETER OF GIRDERS 2x10 ACQ DOUBLE
AT OUTSIDE PERIMETERDECK J L J DECK
OUTSIDE JOIST phone: (631)209-2410
fax: (631)315-5000
5'-7"
INSTALL HANDRAILS AS email: studio@mplastudio.com
o 7REQUIRED FOR STEPS
50'PRINCIPAL n u� I I SURVEYOR:
REAR YARD SETBACK L — 9-5" 9-5" — 7-8" — 7-8" —7-8" - 7-8" — T-2" — Ward Brooks Land Surveyor
--•--•--•--•-- — -- — -- -- -- -- -- -- -- —+-- -- -- Q --•--•--•--•--•--•--•--•--•--•--•-- — -- — -- -- -- -- -- -- — -- — -- -- -- -- - 11 Ocean Avenue
ih I I Blue Point, NY 11715
OUTDOOR KITCHEN I Office: (631) 576-7794
BUILT ON TOP OF DECK I I
(2)6x6 ACQ POST -
10"DIAM.CONCRETE PIER SET IN r'
5/4 X 4 IPE DECKING 'SQUARE FOOT' I I
INSTALLED
CONCEA CONCEALED WITH 36"MIN.BELOW GRADE(TYP.) DN
FASTENERS co (SEE DETAIL 1) 4 RISERS @
2x10 ACQ LEDGER BOARD TO BE Z 74"HT.X 11"W.
OF DOOR FASTENED TO BUILDING WITH(2)Z"LAG o T_2" 7'-2" Imo----(18)2x12 ACQ STAIR
SCREWS WITH COMPOSITE SPACERS a ALIGN I STRINGERS @ 16"O.C.(TYP.)
BETWEEN LEDGER+HOUSE w F I CONCRETE PAD POURED TO
— J � — � � — I FROST DEPTH
(2)2x8 ACQ BASE
Q I I HEADER
I
(2)2x10 ACQ 2x10 ACQ DECK JOISTS
GIRDERS @ 16"O.C.FASTENED
TO LEDGER BOARD+
RIM JOIST W/JOIST
HANGERS o
N I
RESIDENCE I
I
I I
T-6" I
I I
2x10 ACQ LEDGER BOARD TO BE
FASTENED TO BUILDING WITH(2)' LAG L I
SCREWS WITH COMPOSITE SPACERS
BETWEEN LEDGER+HOUSE I— — J L —
INSTALL ACQ NAILERS SECURED SITE DATA:
SCTM#: 1000-98-3-7.1
Q 5,_214., TO DECK FRAMING FOR SECURING Zoning District: R-40
1X6 HORIZONTAL DECK SKIRTING
BETWEEN DECK+GRADE Lot Area:46,389.69 SF (or 1.06 acres)
2x10 ACQ RIM INSTALL BARRIER RAILING
NOTES:
INSET A: DECK PLAN JOIST(TYP.) AT OUTSIDE PERIMETER OF
Plan Scale: 114" = V-0" DECK 1. Base map information based on survey
prepared by Ward Brooks Land Surveyor
dated July 9, 2020.
2. This drawing is for the purpose of
obtaining permits only. NOT FOR
CONSTRUCTION.
3. Unauthorized alteration of this plan is a
violation of NYS Education Law.
REVISIONS
DATE DESCRIPTION
12.04.23 UPDATE PLAN+REMOVE
OUTDOOR KITCHEN
04.29.24 REVISE DECK BASED ON
APPROVED VARIANCE
EXISTING
RESIDENCE
R507.9.2 LATERAL CONNECTION S e a I
SIMPSON DTT2Z WITH(8)4"X*SDS SCREWS q tJ SCAPF
ALLOWABLE LOAD PER TIE:1825 LBS Cl) ar/ �9,Q
NOT LESS THAN(2)LOCATIONS WITHIN 24"OF 4X4 IPE DECKING WITH NEW CABLE pr,
EACH END OF DECK CONCEALED FASTENERS RAILING Or'
3,'"O.C.
8"DIA.LAG SCREW PREDRILLED
TO CENTER OF PLATE
SIMPSON H2.5AZ 2X10 ACQ RIM
JOIST HANGER BETWEEN LEDGER 2X10 ACQ DECK JOISTS @ 16"O.C. HURRICANE TIE JOIST - N
AND JOIST AT EACH DECK JOIST AT EACH JOIST SJ e02 71 �0
1X6 MAHOGANY DECK SKIRTING
(2)2x10 ACQ GIRDERS
2X10 ACQ LEDGER BOARD TO BE FASTENED ' WITH 4"AIR GAPS SECURED WITH DECK CONSTRUCTION NOTES: E OF NE
TO BUILDING WITH(2)2"X 5"LAG SCREWS @
HEIGHT (TYP.) STAINLESS STEEL TRIM SCREWS
16'"O.C.WITH COMPOSITE SPACERS VARIES- (2)SIMPSON LPC ZMAX -DECK FRAMING LUMBER(POSTS, BEAMS, JOISTS, LEDGERS, BLOCKING, ETC.)SHALL BE
BETWEEN LEDGER+BUILDING SEE PLAN CONNECTORS AT EACH POST 2X4 PRESSURE TREATED FRAMING SOUTHERN PINE, GRADE#2 OR BETTER AND SHALL BE PRESSURE TREATED ACQ.
DECK SUPPORT+ 6 X 6 ACQ POST(TYP.) FOR DECK SKIRTING NAILERS -ALL JOISTS TO BE SUPPORTED WITH HANGERS AND ANCHORS,AND EACH JOIST SHALL ALSO TITLE:
ATTACHMENT WRAP OUTSIDE FRAMING WITH BE ANCHORED TO GIRDER(S).
(SEE DETAIL 1) ° SIMPSON PBS66 POST o BLACK FILTER FABRIC -GIRDERS FOR DECK JOISTS TO BE ANCHORED TO EACH POST WITH SIMPSON CONNECTORS.
BEFORE INSTALLING SKIRTING -POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 10" DIAMETER CONCRETE PIER WITH
F.G. BASE STANDOFF SIMPSON PBS66 POST BASE SCREWED TO POST+ EMBEDDED IN CONCRETE. DECK PERMIT
10"DIA.CONCRETE PIER l -CONCRETE FOOTING TO BE A MINIMUM OF 36" BELOW GRADE,AND CONCRETE PIERS ON
FOOTING SHALL BE A MINIMUM OF 6"ABOVE GRADE.
(3)#5 DOWELS @ -ALL HARDWARE AND FASTENERS (JOIST HANGERS, POST ANCHORS, MECHANICAL FASTENERS, PLAN + DETAILS
o a 8"O.C.W/HOOK NAILS, SCREWS, BOLTS, ETC.)SHALL BE GALVANIZED WITH G-185 COATING OR BE STAINLESS
STEEL.
28"X 28"'SQUARE Fool' -ALL DECKING MATERIAL SHALL BE 5/4 BOARDS ATTACHED TO EACH JOIST WITH CONCEALED
POST FOOTING FORM FASTENERS.
-INSTALL 2X10 ACQ BLOCKING BETWEEN JOISTS AT MID-SPAN, AND ADDITIONALLY AT 4'-0"OC
ALONG THE LENGTH OF THE RIM JOIST.
-INSTALL A STRIP OF METAL STRAP TIE SWAY BRACING DIAGONALLY ACROSS THE TOP OF DECK
FRAMING BEFORE INSTALLING THE DECK BOARDS.
-INSTALL LATERAL LOAD CONNECTION DEVICES, METAL HOLD DOWN STRAPPING AND H1 N
HURRICANE CLIPS TO MEET CURRENT BUILDING CODES. SCALE AS NOTED
- INSTALL GUARD RAILS AND HANDRAILS TO MEET CODE AND ADD ADDITIONAL BRACING FOR
SECTION AB - TYPICAL DECK SECTION DECK SUPPORT + ATTACHMENT DETAIL STIFFNESS. DRAWN BY:
AB
Section Scale: 1/2" = V-0" Detail Scale: 1/2" = V-0" A.FOX D P2
CHECKED BY:
J.PAETZEL
DATE:2023.08.31
REVISED:2023.12.04
2024.04.29 SHEET OF 2