HomeMy WebLinkAbout51533-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#: 51533 Date: 01/09/2025
Permission is hereby granted to:
Heather Romanelli
3535 Cedar Beach Rd
Southold, NY 11971
To:
construct additions and alterationsto existing single-family dwelling as applied for per DEC&Trustees
Non-Jurisdiction letters and ZBA approval.
Premises Located at:
3535 Cedar Beach Rd, Southold, NY 11971
SCTM#93.-1-6.3
Pursuant to application dated 05/31/2024 and approved by the Building Inspector.
To expire on 01/09/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling- Addition&Alteration $752.50
CO-RESIDENTIAL $100.00
LTotal 852.50
ng inspector
TOWN OF SOUTHOLD-BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax(631) 765-9502 littDs://www.sout o(� oV
Date Received
APPLICATION FOR BUILDING PERMI
�r
Office Use Only �
. w`
- "
G
1X V Nc�_i
PERMIT NO'. �?�� Building inspector-
Applications and forms must be filled out in their entirety.Incomplete I ,�
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:.
OWNER(S)OF PROPERTY:
Name: /f��, �hzr ornu.n e-11P SCTM#1000- `f73889 93.--/-6.3
Project Address:��3 Cec/aA each ockd 50[J y--�o lc/, IV 7 //Of
Phone#: �J? �, 7Cps-?j 7D 3 Email: he-h-O/le- e ymul L .c-orrl
Mailing Address: Sr 3 J- Cec% 62c--C1(-7 AmI t ,sG cJ t'ho lc� /V� //917/
CONTACT PERSON:
Name: JC//(r/O ,L oAe Z
Mailing Address:136s70 /Ifaln Rd , L'v�c+ Ve , IV /Iq3
Phone#: (9 ?� / 5'9 9 - � Email: God��r'ac747/ gMai.0
DESIGN PROFESSIONAL INFORMATION:
Name: Richca/-Cl
Mailing Address: P.O. 8oX 226y ele-Im goe , /11Y //93 �
Phone#: 4�p3 I-- 5_23 JrB79 Email: l'n7cz�g1'C�ii�eCf' ymalL• CoM
CONTRACTOR INFORMATION:
Name: E416-1 D 1,oPe_ Z
Mailing Address: 5 ,70 Alcz_w7 /Qc�, w-lcho5ve, /Vy //q3
Phone#: (P 3/- s--'7?- ,3 13 Z. Email: a/o'4e ZG0i7-1-1' C-17" 0 g(MICi,L 0
DESCRIPTION OF PROPOSED CONSTRUCTION
[]New Structure YrAddition KAlteration ❑Repair ❑Demolition Estimated Cost of Project:
❑OtherWill the lot be re-graded? ❑Yes KNo Will excess fill be removed from premises? ❑Yes o
1
PROPERTY INFORMATION //
Existing use of property: e5/wend a / Intended use of property: e 5lgle;;47 L
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
D TO 1
this property? ❑YesXNo IF YES, PROVIDE A COPY.
OCh ck Box After
the Town Code.Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
ChapteAPPLICATION 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 210.45 of the New York State Penal Law.
Application Submitted By(print name): c /,/G/O Lopez Authorized Agent ❑Owner
Signature of Applicant: `f(o Date:
STATE OF NEW YORK)
SS:
COUNTYOF 5-t-f )
" "p Lo f✓a 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 p,ndto make and file this
application;that all statements contained in this application are true to the best of his/her owl�dge and belief; and
that the work will be performed in the manner set forth in the application file'therewi
Sworn before me this
� .
^1-0 day ofcc,_L� 20 23
Notary Public
SANDRA V. SAIEGH
NOTARY PUBLIC-STATE OF NEW YORK
No.02SA6407223
PROPERTY OWNER AUTHORIZ6!10
ualified in Suffolk County
(Where the applicant is not the own"t Commission Expires 05-18-2024
I, jfea4h-e- �45mclfle-111-
residing at 3535- ef—e 'r /JecicGl / c�
�o/d , /1'/7/ do hereby authorize L�U �o oP e Z to apply on
=Rr=
ment for approval as described herein.
f�2D) ?023
Owner's Signature Date
/*q11�6 C,�
Print Owner's Name
2
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790
P:(631)444-0365 1 F:(631)444-0360
www.dec.ny.gov
NO PERMIT NECESSARY
TIDAL WETLANDS
January 6, 2025
Heather Romanelli
3535 Cedar Beach Road
Southold, NY 11971
Re: Application #1-4'08-03419/00002
Romanelli Property: 3535 Cedar Beach Road, Southold, NY 11971
SCTM# 93-1-6.3
Dear Applicant:
The Department of Environmental Conservation (DEC) has completed a review of your
proposal to construct a garage and breezeway attached to an existing home as
depicted on plans produced by Kenneth M. Woychuk Land Surveying, PLLC last
revised 12/13/2024.
Based on the information you submitted, DEC has determined that this type of work is
listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5 [b (26)]) as a
use not requiring a permit. Therefore, no permit is required under the Tidal Wetlands
Act (Article 25) of the Environmental Conservation Law.
Be advised, any additional work or modification to the project as described, may require
DEC authorization. Please contact this office if such activities are contemplated.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities.
Sincerely,
4
Kevin Kispert
Permit Administrator
cc: Eligio Lopez
BMHP
File
yo
Department of
ATE Environmental
Conservation
SC.T.M, tik- DISTRICT 1000 sp Gbpcn;93 BLOCK: 1 LOT(S):6.3
OJ NYSOEC LOT COVERAGE
LOT AREA WITHIN 300'SETBACK:37,951 SF,
DWELLING WMAS MASONRY PATIOS:
Y P : 1552 S.F.
EXISTI
16
- - / OUTDOOR SHOWER,GENER RG&AOVEEN: 296 S.F. -
�; EXISTING TOTAL 4216 S.F.or 11.1%
1.=
•p - DWELLING W/COVERED PATIO:2352 S.F.
MASONRY PATIOS: 1552 S.F.
P 5
77rg, TN E>iT 1; PORTION OF MASONRY
& O E EXISTING GARAGE TOBEREMOVED: -216 S.F.
uxD xh of PROPOSED GARAGE: 427 S.F.
- A tp4 xEAlxen xw.weew PROPOSED COVERED WALKWAY: 163 S.F.
Ira y PROPOSED 2ND FL BALCONY&ROOF OVER IXISTING PA710: N/A
,=;
.y. PROPOSED TOTAL 3794 S.F.or 10.0%
l =r
q �
a wNDWFOF
eowAno Joxxveom
t
t
NLOD
s= s.. nnrnc=4rew MHW EQUALS THE TIDAL WETLANDS BOUNDAR
''-- 1 AS DETERMM)ED BY EN CONSULTANTS
/J' 276' DEC,20,2023
tv
g
yy v a IN
r N r
ftA ell IGO.SETBACK
m
THE WATER SUPPLY, AELL�Df. ;S AND CESSPOOI
LOCATIONS SHOWN ARC F'RLW MW O&SW9Ar'ffVS FEMA MAP#36103tO16714
AND OR DATA OBTAINED FROM 07HERS. �.�
EFFECTIVE 09/'25,+`2009
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srevev oF:OESCRIBED PROPERTY CERTIFlED TO: HEATNF 22M� U_ € `
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FlLED: 1` �s
SITUATED AT:BAYVIEW
rowN oe SOUTHOLO $T€1.'14Lr1YS M_ §YST3U TII tis5'RYEN4T, PLLC
SUFFOLK COUNTY, NEW YORK _ proz--t—1 I.44 5urrepta�eud MASH
--- - - -- - - /y - P.O.Box 153 Aquebogue,New York 1€951 ADD COVERAGE 12-13-24
i1LE#223-172 SDN E:1"=40' DATE:DEC. 13, 2023 - N,Y.S LISG N0.0508BY PHONE(E81)20fi-leee Fn(ell)a8-INU
Glenn Goldsmith,President Town Hall Annex
54375 Route 25
A.Nicholas Krupski,Vice President P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
September 19, 2024 Fm�d1
Heather Romanelli
3535 Cedar Beach Road
Southold, NY 11971
RE: 3535 CEDAR BEACH ROAD, SOUTHOLD
SCTM#1000-93-1-6.3
Dear Ms. Romanelli:
The Southold Town Board of Trustees reviewed the site plan prepared by Kenneth M Woychuk
Land Surveying, received on August 28, 2024, and determined that the proposed construction
of a 2"d story balcony, two-story garage, and roof over existing terrace, as well as removal of
existing stoop/walkway and concrete, is out of the 100 foot Wetland jurisdictional area under
Chapter 275 of the Town Wetland Code of the Town Code.
Please be advised, however, that no construction, sedimentation, or disturbance of any kind
may tale; place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within
100' landward from the edge of vegetated wetlands, without further authorization from the
Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town
Code.
It is your�'�po silk I. �o�ns�r tl'6t.a'll re re a61i6r s ere taken to=prevent any
sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal
Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project.
Such precautions may include maintaining adequate work area between the tidal wetland
jurisdictional boundary and the coastal erosion hazard area and your project or erecting a
temporary fence, barrier, or hay bale berm.
This determination is not a determination from any other agency.
Sincerely,
+Clem losmwi-th,AS,
BOARD MEMBERS ®F so Southold Town Hall
Leslie Kanes Weisman, Chairperson r 53095 Main Road • P.O. Box 1 179
Southold,NY 1 1 97 1-0959
Patricia Acampora Office 1.ocatio'n':
Eric Dantes � ' RZ Town Annex/First Floor,
Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue)
Nicholas Planamento �q"0 NTI, ' Southold,NY 11971
� V, RECEIVED
Ol http://southoldtownny.gov m
d 6 9. 53
} ZONING BOARD OF APPEALS
MAYTOWN OF SOUTHOLD
Tel. (631) 765-1809
outhld Town Cle�rk
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF MAY 16, 2024
ZBA FILE: 97898
NAME OF APPLICANT: Heather Romanelli
PROPERTY LOCATION: 3535 Cedar Beach Road (Adj. to Shelter Island Sound) Southold,NY
SCTM: 1000-93-1-6.3
$AMR DE IERN11NATlON: The Zoning Board of Appeals has visited the property under consideration in this
application and determined that this review falls under the Type II category of the State's Last of Actions, without
further steps under SEQRA.
S[JFI°OL_K COUNTY ADMINISTRATIVE CODE: 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 February 15, 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.
,,, RP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated April 23, 2024. Based upon the information
provided on the LWRP Consistency Assessment.Form submitted to this department, as well as the records available,
it is recommended that the proposed action is EXEMPT from Coastal Consistency Review.
PROPERTY FACTSIDESCRIPTION: The subject, 55,604.65 square feet,. 1.28 acre, irregular-shaped, waterfront
parcel located in the R-80 Zoning District,measures 476.97 feet along Cedar Beach Road to part of the Peconi,c Bay
known as the Shelter Island Sound,then continues along a tie line below the mean high water mark 65.87 feet,37.02
feel, then returns along a residentially developed parcel to the north 300.72 feet, along a slight bend 21.35 feet and
continues 120.00 feet along the same neighbor and returns south 135.00 feet back to the roadway. The parcel is
developed with a two-story frame dwelling with covered front porch, attached pergola and 1-bay garage, concrete
and slate patio, outdoor shower, brick outside oven, generator, three sheds and a gravel driveway as shown on the
survey prepared by Kenneth M. Woychuk, and dated December 13, 2023.
B ASIS OF APPLICAIION: Request for a Variance from Article XXIII, Section 280-124; and the Building
Inspector's December 22,2023 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 front yard setback
of 50 feet; located at: 3535 Cedar Beach Road (Adj. to Shelter Island Sound), Southold, NY. SCTM No. 1000-93-
1-6.3.
Page 2, May 16,2024
97898, Romanelli
SCTM No. 1000-93-1-6.3
R E,.I I LEf_l .E Qj J E,� ack of 30.4 feet where a
$JED: The applicant requests a variance for a reduced front yard setb
minimum front yard setback of 50 feet is required for lots containing between 40�,000 and 59,999 square feet in total
size to accommodate the alteration and expansion of an existing garage (measuring 12 feet by 18 feet) attached to
the residence via a breezeway. The proposed new garage,to be located partially on the original footprint will Measure
18 feet by 24 feet when completed and attached to the residence by a new, open-air, covered breezeway measuring
9 feet by 15 feet.
ADD L INFORMATION, The applicant provided architectural drawings,labeled A-1 through A-5,prepared
_ 111111 JONA
by Richard M. Mato, Registered Architect,and last revised January 7, 2024.
'The existing garage has a pre-existing setback of 37.1 feet based upon the Pre-Certificate of Occupancy, 9Z-26368,
dated April 12, 1999 which covers a one-family dwelling built before zoning with an accessory garage and accessory
sheds.
Prior Zoning Board of Appeals relief for the subject property was granted under file #5513 dated May 13, 2004,
allowing for reduced setbacks for the primary residence:. File #4685 was withdrawn, dated March 23, 1999; and
#1453 was denied on August 19, 1971, disallowing permission to occupy a second residence with insufficient lot
area.
An open building penn It, #Z-50154 dated December 26, 2023 per Zoning Board of Appeals file No. 5513 (2004),
covers alterations and additions to ail existing dwelling
No member of the public or an immediate neighbor spoke in favor of or against this application.
FINDINGS 017 FACT/,REASQNS FOE�BQA1 AC—TION.:1
1.he Zoning Board of Appeals held a public hearing on this application on May 2,2024 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 Law §267-bOiCtl Ia. Grant of the variance will riot produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The Cedar Beach neighborhood consists of many single-family
residences of varying style and size built prior to zoning or recently renovated, located both on upland or waterfront
parcels. Many homes in the general area have non-conforming setbacks or other non-code compliant improvements,
The neighborhood is densely wooded and the lot size varies substantially from smaller than the zone allows to larger,
more estate-like parcels that exceed the zone requirements. Additionally, a substantial waterfront county' park and
beach is located in the neighborhood and Is immediately across the street from the subject parcel. While the existing
garage has a non-conforming setback,the further reduced setback of 30.4 feet will be undiscemible to passersby and
those using the roadway to access the county park.
2. Town Law 267-b,3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue,other than an area variance. The existing as built residence does not face the roadway; it
is sited to take advantage of views over tile Shelter Island Sound, As such,the existing garage access is on the side
of the house but has a setback from the street which creates the designated front yard. The proposed new garage will
replace the existing garage in the same location and will be attached to the dwelling by an open covered walkway.
Any, further expansion to the garage will require some form of Board variance relief.
3. Town Law 4267-b(31(b)(3). The variance granted herein is mathematically substantial,representing 39.2%relief
from the code. However, the applicant proposes a modest expansion of the existing garage by 6.7 feet, establishing
Page 3, May 16,2024
#7898, Romanelli
SCTM No. 1000-93-1-6.3
a new 30.4 feet setback, which will be is undiscernible since there are very tall hedgerow plantings that screen the
existing garage from the road and will also do so for the proposed new garage
4. Town Law 267-ba b" . No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law 267.-h , h 5 . 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 before or at the time of purchase.
6. Town Laws-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of an expanded 1.5 car garage measuring, 18 feet by 24 feet(attached to the residence
via breezeway measuring 9 feet by 15 feet) with a reduced front yard setback of 30.4 feet while preserving and
protecting the character of the neighborhood and the health, safety and welfare of the community.
R„p SGL1. 10N,. 1 THE O RD: In considering all of the above factors and applying the balancing test under New
York Town Law 267-13, motion was offered by Member Planamento, seconded by Member Acampora, and duly
carried, to
GRANT the variance as applied for, and shown on the survey prepared by Kenneth M. Woychuk and dated
December 13,2023 and Architectural Drawings,Labeled A-1 through A-5, prepared by Richard M. Mato,Registered
Architect, and last revised January 7, 2024.
SUBJECT TO THE FOLLOWING CONDITIONS:
1. The proposed covered open walkway, attached to the existing house and proposed garage, shall remain
unenclosed.
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 HE APPROVAL S GR NTED LIEREIN'
Please Read Carefully
Any deviation frorn the survey,site plan and/or architectural drawings cited in this°decision, or work exceeding the
scope of the rellefgranted herein, will result in delays and/or a possible denial by the Building Department of a
building permit andl"or the issuance of a atop Work Order, and nucy require a new application and public hearing
before the Zoning Board of Appeals.
Any deviation from the variance(s)granted herein as shown on the architectural drawings,site plan and/or survey cited
above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the reliefgranted herein,are
not authorized under this application Killen involving nonconjbrmities under the zoning code. This action does not
authorize or condone any current or future use, setback or other feature ol'the subject properly that may violate the
Zoning Code,other than such uses, setbacks and other features as are expressly addressed in this action.
Page 4, May 16,2024
#7898, Romanelli
SCTM No. 1000-93-1-6.3
"hill: LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(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 E °SURE COMPLIANCE WITH THE CO'13E' �E IP'IRFD
TIME FRAM?I DESCRIBED HEREIN'. 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
Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento, Acampora, and Lehnert. (5-0)
Leslie Kanes Weis � Chairperson man Chairperson
Approved for filing ] /" /2024
S.C.T.M. N0. DISTRICT: 1000 SECTION: 93 BLOCK: 1 LOT(S):6.3
GRAVE(
S 76 0 4 p„F o19, E
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120.00, N 721.35
AND N F OF
HEATHER ROMANELLI
91
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MHW EQUALS THE TIDAL WETLANDS BOUNDARY
276' 1
4WRr 7U RE,P7I(:1 �VN`s� ^w" �,' "" AS DETERMINED
C.20,2030NSULiAMS
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THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL `" ltiOAD "" OD 1
LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FEMA MAP#36103CO167H 7+
AND OR DATA OBTAINED FROM OTHERS EFFECTIVE 09/25/2009
.c
NAVD88 •�
AREA:55,604.65 SQ.FT. or 1.28 ACRES ELEVA77ON DA7UM. O
UNAU7HORIZED AL7ERARON OR ADD17701V TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STA7E EDUCA77ON LAW. COPIES OF THIS SURVEY 47697'
MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID 7RUE COPY. GUARAN7EES INDICA7ED HEREON SHALL RUN I
ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777IJ77ON I l
LIS7ED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS71TU77ON, GUARANTEES ARE NOT 7RANSFERABLE. 1
7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TD THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE
NOT IN7ENDED TD MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL S7RUCIURES OR AND 07HER IMPROVEMENTS EASEMEN7S
AND/OR SUBSURFACE SIRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY
SURVEY OF-DESCRIBED PROPERTY CERTIFIED T0: HEATHER ROMANELLI,
MAP OR
FILED:
SITUATED AT:BAYVIEW 8149 Dept copy from A
rowN oF:SOUTHOLD �b revia ed is
KE PNETH Professional F Land Sur& SIR 0, PLLC �M11 *#
SUFFOLK COUNTY, NEW YORK eying and Deeign w
r " P.O. Box 153 Aquebogue, New York 11931
FILE #223-172 SCALE:1"=40' DATE: DEC. 13, 2023 N.Y.S L/SC. NO. 050882 PHONE (831)298-1588 FAX (631) 298-1588
� �wQ
1-'Sy,1,2S
GENERAL CONSTRUCTION NOTES: ' GENERAL FRAMING NOTES: MISCELLANEOUS CONSTRUCTION NOTES: S1 �3J
GENERAL INTERIOR * EXTERIOR STAIR NOTES:
I. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, a. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE
NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAM5 AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/4" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN
BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR 42 (NORTH) WITH AN E- 1,600,000 P51 AND FB-875 PSI OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R311, R301.3, R301.4, R301.5 THE 2020 RESIDENTIAL CODE
ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF �4" FOR WOOD OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE.
AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING
SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS IS 6'-8" AS PER R314.3. BUILDING D M
EPARTENT NOTES :
d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 75/4"
2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0".
GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY W1TH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS C. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10"
FOREST AND PAPER ASSOCIATION (AF*AP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.1.5.C. MINIMUM NOSING PROJECTION - 3/4"
MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - 1$" CODE NOTES:
SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/16"
3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES:
4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST
4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1. PROVIDE METAL FLASHING WHERE FRAMING LUMBER 15 IN CONTACT WITH O
HANDRAIL
THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND THE 501L OR CONCRETE. GENERAL ANDRAIL AND GUARD NOTES AND PAPER ASSOCIATION (AF 8t PA) WOOD FRAME CONSTRUCTION
SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD
REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS
PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND r l
GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL
5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, -- C)
S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R512 AND R301.5 DESIGN CRITERIA: a
NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL
HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE.
CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS w
SPECIFICATIONS. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING LIVE LOAD 40 PSF:
6. PROVIDE SOLID BLOCKING OR IX3 CROSS BRACING IN ALL FLOOR JOIST 2- DEAD LOAD 20 PSF: O 5
6. ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER IS LESS. 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" >-+
IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLE55 NOTED ROOF SNOW LOAD 25 PSF: U
BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM. OTHERWISE. WIND LOAD 130 MPH
7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-0" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR `x
CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. SMOKE ALARM NOTES:
WORK- ~� U
SQUARE FOOTAGES: Q o 0
8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY
B. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES: I. PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS,
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RELATE TO ALL MATERIALS CONCENTRATED LOADS AS REQUIRED.MECHANICAL, ELECTRICAL, PLUMBING FINISHES, o. ONE IN EACH SLEEPING ROOM.
HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. I. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE a
q. PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. NEW SITTING ROOM AREA 195 S.F.
q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT
CEILINGS OVER ALL BEARING WALLS AND GIRDERS. c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING
GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL
THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. 00
MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL RECEIVE MINIMUM OF ONE COAT OF TAPE AND THREE GOATS OF SPACKLE. M N C4\
10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE
MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 00
ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %" CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS ,
AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 O v?
10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL ZONING CLASSIFICATION: u O fn
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OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL.
FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD
SHOWN UNLESS NOTED OTHERWISE.
NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT m
-
PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE ZONE R-40
II. THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING,
11. REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER
INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(1) OF BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED.
PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES.
PROGRAMS IN CONNECTION WITH THE WORK AND AL50 NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWD STORY DWELLINGS. 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE
5. PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD
THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE
DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72.
ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY BASEMENTS.
4. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS
YEAR MATERIAL.
SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE
13. ALL DECK JOISTS SHALL BE ACQ AT Ifc" D.G. AS PER PLAN. GENERAL GARAGE NOTES: DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING;
THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. LIST OF DRAWINGS J
GENERAL EXCAVATION * BACK FILLING NOTES: 14. CATHEDRAL ROOF TYPICAL CONSTRUCTION • •
ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC
PROVIDE ASPHALT ROOF 5HINGLE5 WITH U30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3/4 HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM
1. EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL
PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND A
O
LL OTHER AUTHORITIES O
EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE HAVING JURISDICTION.
UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT AND NON-SHIFTING
WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. SHEET AI GENERAL NOTES �, Z
AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. TT��
THE DRAWINGS AND SPECIFICATIONS WITH AN A55UMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES: V1
CAPACITY OF TWO TONS PER SQUARE FOOT. IT 15 THE SOLE RESPONSIBILITY OF p, PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER SHEET A2 FOUNDATION PLAN
THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS ENERGY NOTES:
3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN. O
ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 16. TYPICAL EXTERIOR WALL CONSTRUCTION 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING SHEET A3 FLOOR PLAN NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF
a. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN V
WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF SHEET A4 ELEVATIONS/SECTIONS F--�
AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDING TO PLAN AT 16" O.G. WITH BATT INSULATION PER PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE GOATS. NEW YORK STATE.
SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY
RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. Sz�EET AS CODE PAGE
2. ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND
b. EXTERIOR WALLS- NOTCHING AND BORING:
SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE W
1. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING
(2018 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS
FROM THE ARCHITECT. THE MIDDLE 1/3 OF THE STUD LENGTH. NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS.
OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH.
2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE 11, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS THE
REQUIRED HEIGHT. GENERAL GLAZING NOTES: SOLE RESPOSIBILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS
THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS
3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL V1 r(Wy
WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES
PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION HAVING JURISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A
MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST OF ASTM E Iggb AND OF ASTM E 1886 AND R301.2.1.2 OF O
THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x4 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLE55 NOTED A �l
OTHERWISE. BY EXCEPTION TO R301.2.1.2. 4. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF H15 KNOWLEDGE, BELIEF F� I'f/•-�`l11 t--{
A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RE5CHECK" DOCUMENTS MEET O
MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 201E r T 1
e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING `r�J_1J
5. REMOVE ALL SHRUBS TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R305 OF NEW YORK STATE ENERGY CODE.
CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL CODE OF NEW YORK STATE r�l
FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. W
DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. Q. FOR UPSET HEADERS AS PER PLAN, TEGO ALL CEILING JOIST OR FLOOR JOIST ON O
GENERAL EMERGENCY ESCAPE * RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES:
BOTH SIDES OF THE HEADER. 1
EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL
GENERAL CONCRETE NOTES: h- LINTELS SHALL NOT 8E LESS THAN. ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER
I. THREE 2x10'S FOR SPANS UP TO 7'-0" BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE
APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED -
t. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE
I1. THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS
A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2. THE CODE REQUIRES.
THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. SOIL DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE
PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO.
2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j- MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS. b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LESS THAN 5.7 SQUARE FEET
3. THE FOUNDATION WALL 514ALL BE POURED CONCRETE THICKNESS AS 1. (I)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24". �t�cxEO AFR?
NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20"
SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE k. PROVIDE I" "ADVANTECIH' PLYWOOD SUB-FLOOR TYPICAL. 3. 4 Q�G Ta
PLANS WITH US REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR #
WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE J015T SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET.
TO WALL WITH k,"m DIAMETER CARRIAGE BOLTS AT 12' O.G. STAGGERED. TECO ALL 4 a
4. (2)-2x6 ACO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. JOIST TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL
S. %'(P DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM M. PROVIDE GIRDER PER PLAN ON 3Y2"O DIAMETER STEEL COLUMN ON POURED HEIGHT IS BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE S 04186" ¢*�
OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER. PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE TiQ)
CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. QF2020 RESIDENTIAL CODE OF NEW YORK STATE.
6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO
FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES.
7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON
WATERPROOFING BY RUB-IPi-WALL OR EQUAL.
8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON
UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY.
q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL
HAVE A MINIMUM ULTIMATE COMPRE551VE STRENGTH OF 3,000 PSI AT 28-DAY TEST.
EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND
GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION
STRENGTH OF 3,500 PSI AT 28-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO 1 1/7/24 REVISED
THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL
I` r No. Date T T 1`Title
AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE n, REVISIONS:
CONCRETE VOLUME.
10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. MAY 3 1 2024 Drawn By:
11. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI
318 AND A5TM C1157 REQUIREMENTS. _ ' "z Date: 0/5/23
12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL
CONFORMING TO THE LATEST ASTM A-6I5 GRADE 60.
Drawing No.:
13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED
WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK
STATE LICENSED ENGINEER.
14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2)
HORIZONTAL. A I
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NOTE:
FOUNDATION WALL NOTE:
8" THICK X 2'-10" HIGH
POURED CONCRETE
FOUNDATION WALL (MIN.
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UNDER ALL WALLS THAT ——— ———— I I COMPACTED FILL (TYP.) I w• I
ARE PARALLEL TO JOIST - - - - - - - - - - - - - J U
OR LESS. I I
PROVIDE CROSS OR SOLID - - - - - - - - - - - - - - - I I
BRIDGING @ 8'-0" O.G. MAX. -
TOP 8 BOTTOMLONG. UNEXG VATED
DRILL INTO EX. I I I I
FND. 4 EPDXY. SET 4" P.G. SLAB w/ 6X6, I I A
MIN. OF G" INTO 10/10 W NEW STEP ABOVE
W.M. ON I
FND. WALL (TYP.) COMPACTED FILL (TYP.) I KEY TO SYI"ISOLS= I I A
o I I I I
I
EXISTING FOUNDATION TO R EI"IA I N
I = I
TYP. FDN HT . — DATUI"I O' —O" vLSDARA
- - - - - - � - - - - - - - - � L - - - DROP T_O.F_FOR O.H_ DOOR dI _j- -
TYP. FDN HT. — DATUI"I G' —O" — - - - - - - - pRD
— — — - - -, - - - - - - - - - - - - - - - - - - -:� n�., � F
Ice 0
ALIGN
NOTE= NEW STEPS ABOVE 2'-10" 12'-4" 2'-10" {
VERIFY ALL EXISTING CONDITIONS AND CLEARANCES M.O. 041$61 ST'�)
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. Q NON
NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. EXISTING
(VERIFY)
PARTIAL. FOUNDATION FLAN
SCALE: 4"m 1'—O"
1 1/7/24 REVI5ED
No. Date Title
REVISIONS:
Drawn By:
Ri"f 1"1
Date:
1 O/5/23
Drawing No.:
c�
w
w
3
w Q OF 5 SHEETS
1711
30 RAILING HT.
Q
u O w M U
Q A °,
w NEW DECK B g W
z IGq S.F. PITCH PITCH �+
Z
z H_
W x
^ U
~ O O
EXITING
,}-LOUSE � l
V
8" COLUMN
N
VERIFY ALL NEW STEP DOWN �C 0000
r - ------ - - - - - - -- ---- --- CONDITIONS V O N
UJI
(3)-19/4"xll7/8" L.V.L. HDR. DN. z �...� 0.
Imo—LINE OF EX. TERRACE I I I x
EXISTING TERRACE II I I w I EX. ROOF DECK I W
TO BE EXTENDED i 1 I Q EX.
I
6u J I VERIFY ALL
CONDITIONS EXISTING
Q I Q ROOF
I J Z
I B EX.
11� 2"xb" D.J. I J 2"x6"I G.T. J r
- --- - - --- — �V C-D 16" O.C. i ��ml w 16" O.C. r�ml 6 O
I I X x I O
I ° 2"x10" R.R. 2"xl0" R.R.
COVRED m`
TERRACE I 16" c�
X O
EX. _
I m�Q I
_ I W
EX. EX. I W
(VERIFY) EXISTING I
ROOF O.H. ROOF
EXISTING i _ _ -
EX. ROOF O.H. - - - - -- - - -- - -- -- - - --- --- - - - -
777,77
HOUSE � � �
I I
I
VERIFY ALL EX.
CONDITIONS
I a I I Q
p I 5}2 a 17'—1" 6y2"
w
In X m
( X
N H
I I0 � ' N 0I
fn In
i I N I I I N I W O
EX. I _ I EXISTING NEW COVERED WALK NEW GARAGE
Ilk
211x8" G.J. I O
Q 0 I
cm 16° O.C.
I N 7 I I N ��RED AF?
KEY TO SYMBOLS N I I PARTIAL SECOND FLOOR PLAN
l a (3)-2 xl2 G NT HDR. t0 I GARAGE I
EXISTING WALL 1 3014 S. 4 �-
r'
I a 0 COVER D X SCALE: y"�I'—O"
p WALK— A _ I - I
PROPOSED WALL X o o N - ' N O I A t�T 041 36"
3 x7 tv I — T�OF NyO
N 2' x I — — —� X —
p I
EX. Qi R I D G E 6 �
Q� U to 2"xl0" R.R. I 2"xl0" R.R. v
O O
N
(3)-2"xl2" CO T. HDR. Ul �1°x8° O.H, DOOR
— — —
777
I DN. (3)—ls/4n 11��8" L.V.L.
- ---- ----- ---- L- -- --- - - - — —— ———L—— ———— —— ——— —— ---- ---- -- - - --- �
E STONE PAVERS (TBD)
3'-0" 12'-0" 3'-0" 1 1/7/2a REVISED
�j O.H. DOOR
NOTE: No.t Date 11 Title
REVISIONS:
EXISTING 13'—O" I8'—O" VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
s (VERIFY) Ir PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. Drawn NOT RESPONSIBLE FOR CHANGES MADE W raWn
WITHOUT NOTIFICATION. Y:
R 1"I1"I
Date:
1 O/5/23
PARTIAL FIRST FLOOR PLAN Drawing No.:
SCALE: k4"—I'-0"
A "jo�
c�
W
w Q OF 5 SHEETS
12 12
EXISTING s � � 8
ROOF BLIND METAL FLASHINGFg� TYPICAL ROOF GONST. TYPICAL ROOF GONST.
ASPHALT ROOF ASPHALT ROOF
"NN (TO MATCH EXIST. HOUSE) (TO MATCH EXIST. HOUSE) o
HEAD FLASHING (TYP.)
HEAD FLASHING (TYP.)
FASCIA TO MATCH EXIST. FASCIA TO MATCH EXIST.
HOUSE HOUSE Q
ALIGNIIII III Hill I
li_0u GuIIII I IIIII IIIIIII Will Ill
6n ^-
I'-0" C7 EX. CEEX
EX. EX. O.N.ISTING TYPICAL EXT. WALL CONST. TYPICAL EXT. WALL CONST. r
�-LOUSE COPEN TO TW21031 w21o310
BEYOND SIDING TO MATCH EXIST. HOUSE Hill 1111ill Ill 1111 1 ill SIDING TO I`1ATGF-I EXIST. HOUSE W W
z �
CORNER BOARDS TO MATCH CORNER BOARDS TO MATCH W U
EXIST. HOUSE EXIST. HOUSE
1111111 HIM
F--1 C C)U L-1 L =
12°x8° O.H. DOOR GRADE GRADE GRADE W
STONE PAVERS i(TBD) I i I d
--Lr-- ------- - -----------L- I -1,
00
N 01
00
LEFT ELEVATION u � o
PROPOSED SACK ELEVATION
SCALE: y4"-1'—O"
SCALE- Y4"-1'-0"
EXISTING
ROOF
CUT ROOF O.H. BACK
op12 12 12 NEW RAILING 30 HT.
8F— �8 gF—
TYPICAL ROOF GONST.
BLIND METAL FLASHING
ASPHALT ROOF O
(TO MATCH EXIST. HOUSE) )
--- !/
FASCIA TO MATCH EXIST. HOUSE ~n�
I'-O" I I'-Oil O,H, ALIGNN
O.H. 1'-0"
o.H.T X EX. EX.
W
TYPICAL ET. WALL GONST. OPEN TO
SIDING TO MATCH EXIST. HOUSE BEYOND
CORNER BOARDS TO MATCH
EXIST. HOUSE
GRADE O
I �
STONEI PAVERS (TBD) 8 COLUMN EXTEND TERRACE FOR
11 NEW COL. AS REQUIRED
- --- --------- -- -- - - - - --- L-
L--- ------ -------- --- - ---- --- I - ---- - ---- ---1-- �T1
PROPOSED SACK ELEVATION � M
SCALE: y"-1'—O"
a
M
2"x12" RIDGE
A5 TYPICAL ROOF CONST. (2)-13/4"xIA" L.V.L. RIDGE S_1
A5 �(� D AF?C,
K
„ ASPHALT ROOF SHINGLES \5� fT
2'xl0„ R.R. G� 16 O.G. H p�p�tO AA.SHINGLES TO MATCH EXIST. HOUSE
303t BLDG. FELT UNDERLAYMENT MATCH EX. NEW RAILING 30
HT. 2 �� �r p
SELF-ADHERING "MOISTURE GUARD PLUS" (V.1.F.)
12 12 s/4" AC EXT. PLYWD. SHEATHING TYPICAL ROOF GONST. 12 ""-- ---�i 12 NOTE: �� s'r
8 8 2"xIO" R.R. V IG" O.G. e �- -� 8 NEW DECK STEPS DOWN
ASPHALT ROOF FROM EXISTING DECK j
2"xIO" R.R. @ 16" O.G. 5-2 (TO MATCH " G
EXIST. HOUSE) 2x " C.T. S Q4186�
2"x8" G.J. P IG" O.G. A5
CED
1G° o.c. ` T�TFOF N
2"xS" D.J. Cm IG" O.G.
FASCIREMOVE EX. O.H.���4 EXIST. TO OUSEATGH 2"xl0" R.R. @ IG" O.G.
FASCIA TO MATCH EXIST. (3)-I9/4"xll7 (3)_13j4"xll�ja"
=c � " " HOUSE L.V.L. HDR. L.V.L. HDR
(3)-2 x10 HDR. (3)-2'xl0 HDR.
.
COVRED
TYPICAL EXT. WALL CONST. _ F-
VERIFY ALL OPEN TO 11-011 TERRACE - _
CONDITIONS BEYOND - O.H. SIDING TO MATCH EXIST. HOUSE I VERIFY ALL
to
2 CAR O z I- 3O= SLOG. FELT UNDERLAYMENT f1/ CONDITIONS
/ = GARAGE 6 O z 2xG"' EXT.
STUDS V IG" O.C.THING M S" COLUN �
STONE PAVERS Q d r Q 5_3 5/5" G.W.S. TO MATCH EX.
PLT. HT. (V.I.F.)
(TBD) = A5
—WATERPROOFING I 1/7/24 REVISED
blL COMPACTED FILL
No. Date Title
I - - GRADE A GRADE
— -_ _ E.
—_ _ _ — '•' GRADE REVISIONS:
— ^> �9 - EXISTING TERRACE TO REMAIN EXTEND TERRACE FOR
_ O (VERIFY ALL DIMENSIONS) NEW COL. AS REQUIRED Drawn B
III W.W M B / 6,X&, I TYPICAL FDN. CONST.
10/10 ON
RMM
II I I I- iI I COMPACTED FILL (TYP.) II I- S x2 -10 P.G. FDN. WALL W/
(2)-tt5 RE-BARS 74B
(2)-2"xG" TREATED SILL rp- Date:
10/5/23
SILL SEALER
TERMITE SHIELD Drawing No.:
s/e"m x 12" ANCHOR BOLTS
A SECTION 1-4/ 3"X3" STL. S SECT I ON
WASHER @ 33" O.G.
WATERPROOFING
ALA SCALE: %"-1'—O" AL� SCALE- y"-1'—O" OTE=
4 8'x16' P.G. FOOTING W/ a
(3)sc5 RE-BARS VERIFY ALL EXISTING CONDITIONS AND CLEARANCES
PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT OF DISCREPANCIES. AA
NOT RESPONSIBLE FOR CHANGES I"IADE WITHOUT NOTIFICATION.
W
w Q OF 5 SHEETS
MINIMUM ROOF LIVE LOADS
CIN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION)
RIDGE TENSION STRAP 16" O.G.
BY SIMPSON STRONG TIE
1 1/4" X 15" 20 GAUGE WITH TRIBUTARY LOADED
4 BID COMMON NAILS
AREA IN SQUARE FEET
FOR ANY STRUCTURAL
NAILING SCHEDULE MEMBER
FROM TABLE 2 OF THE AMERICAN W 200 60
WOOD COUNCIL 150 MPH EXPOSURE B ROOF SLOPE O TO 201 O OVER
0 600
0 o ROOF RAFTER 0 16" O.G. INSTALL "SIMPSON WFCMI GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS FLAT OR RISE LESS THAN 4 INCHES PER FOOT
FOR ONE- AND TWO- FAMLIY DWELLINGS 2015 EDITION
o STRONG TIE' LSTA 113)
20 16 16
0
TIES @ EA. END
00 JOIST DESCRIPTION NUMBER OF MAILS NAIL SPACING RISE 4 INCHES PER FOOT (1.3) TO LESS
OF HDR.O THAN 12 INCHES PER FOOT ([.1)
N RAFTER FRAMING I6 114 14
RISE 12
ROOF RIDGE Rafter to Top Plate (Toe-nailed) GREATERNCHES PER FOOT (III) AND
HEADER AS NOTED O
tf) Wall height 8 Ft. 3-8d?# ?$ per roFter 12 12 12
�[ Wall height of - 10 Ft. 4-bd?# ?$ per rafter
DOOR OR WINDOW Ceiling Joist to Top Plate (Toe-nailed) E "1
AS NOTED Wolf height 8 Ft. 3-8d?# ?$ per joist O
Wall height q - 10 Ft. 4-8d?# ?$ per joist MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
'- U
CJ" 1 RIDGE STRAP Ceiling Joist to Parallel Rafter (Fore-nailed) 12 RooF 20Span 8Ft.36 (IN POUNDS PER SQUARE FOOT)
AJ� N.T.S. 3:12 RooF Slope @ 16' ox, 5-16d 8-I6d 11-16d 14-I6d USE LIVE LOAD
3 4:12 Roof Slope @ 16' o.c. 4-I6d 6-I6d 8-I6d II-I6d each lap Q �\
F�
5:12 Roof Slope @ Ib' o.c. 3-I6d 5-I6d 7-I6d 9-I6d each lap U
7:12 Roof Slope @ 10 o.c. 3-I6d 4-I6d 5-I6d 6-I6d EXTERIOR BALCONIES 60 '
q:12 RooF Slope @ 16" o.c. 3-I6d 3-I6d 4-I6d 5-I6d DECKS W
12.12 Roof Slope @ IV o.c. 3-I6d 3-I6d 3-I6d 4-I6d 40 Z
ATTICS WITHOUT STORAGE IO 171
ROOF RAFTER Ceiling Joist Laps over Partitions (Face-nailed) RooF Spin (Ft.) ATTICS WITH STORAGE W U
20 F�
12 20 28 36 ROOMS OTHER THAN SLEEPING ROOMS 40 Q Q Q
3:12 Roof Slope @ 16' o.c. 5-I6d 8-I6d II-16d 14-16d SLEEPING ROOMS 30 pa
4:12 Roof Slope @ 16' o.c. 4-I6d 6-I6d 8-I6d II-I6d each lop W
5:12 Roof Slope @ 16' o.c. 3-I6d 5-f6d 7-I6d q-16d each lop
TYPICAL DETAIL 0p
EXTERIOR HEADERS 7:12 Roof Slope @ I6" 5 o.c. 3-I6d 4-I6d 5-I6d -I6d Q
q:I2 RooF Slope @ Ib o.c. 3-I6d 3-I6d 4-I6d -I6d
12:12 Roof Slope @ 16" o.c, 3-I6d 3-16d 3-I6d 4-I6d
p N.T.5. 00
TOP PLATE TABLE R301.2(I)
Collar Tie to Rafter (Face-nailed) 6-8d per tie CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA cV
�Blocking to Rafter (Toe-nailed) 2-Bd each end W 00IND DESIGN SUBJECT TO DAMAGE FROM Q �
Rim Board to Rofter (End-nailed) 2-I6d each end GROUND SEISMIC r 1 0
SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FR05TLINE `IJ ^/
WALL FRAMING LOAD (MPH) EFFECTS REGION DEBTS ZONE CATEGORY WEATHERING DEPTH TERMITES DECAY w Q VNj
I M--'I
Top Plate to Top Plate (Face-nailed) 2-I6d?! per Foot 25 PSF 130* NO NO I B SEVERE 3' a
-O" MODERATE r5LIGHT TOMPH TO HVYDERATE M
Top Plates at Intersections (Face-noiled) 4-I6d joints - each side �p
Stud to Stud (Face-noiled) 2-I6d 24' o.c.
•o.
SIMPSON STRONG TIE MTS12 Header to Header (Face-nailed) Ibd 16' o.c. along edges
1 1/4" X 16 GAUGE STRAP W/
(4) 8d COMMON NAILS ((5) ad Top or Bottom Plate to Stud (End-nailed) 2-f6d per 2x4 stud
COMMON NAILS IN GARAGE) INTO 3-f6d per 2x6 stud
THE ROOF RAFTER 4 (4) 8d
COMMON NAILS ((5) 8d COMMON 4-I(od per 2x8 stud
NAILS IN GARAGE) INTO THE WALL
STUD. °/B'm x 12" L. x 3'-0" O.G. ANCHOR Bottom Plate or Floor joist, Bandjoi�st,
BOLTS W/ 3"x3" SO. STL WASHER. GLAZING PROTECTION FROM WIND—BORNE DEBRIS
(1'-0" FROM CORNERS) Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ per Foot
AS PER TABLE A FLOOR FRAMING NOTE. PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF
}�� /'� Joist to Sill, Top Plate or Girder (Toe-nailed) 4-8d per joist -4," AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS
�2 1 IT�7�L D�TAI L SHALL WI
PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, TH
C Bridging to Joist (Toe-noiled) 2-Sd each end APPROPRIRI ATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE
Blocking to Joist (Toe-noiled) 2-8d each End SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW,
A N.T.S. INSTALL "SIMPSON STRONG-TIE" Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block O
f� H-2.5 CLIPS P 16" O.C. W/5-Sd NAILS Ledger Strip to Beam (Face nailed) 3-I6d each joist
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist FASTENER TYPE FASTENER SPACING rT
Bond Joist to Joist (End-nailed) 3-I6d per joist PANEL SPAN PANEL SPAN PANEL SPAN w
v n Bond Joist to Sill or Top PLote (Toe-nailed) 2-I6d?! per Foot �^1 23c, � W S 4'-0' 4'-6'
" 6 WD. SCRES V 1
ROOF SHEATHING I6' I2' a^
Structural Panels ROOF
V EDGE/ 6" FIELD 2Y2" =5 WD. SCREWS
I6" I6" O
Diagonal Board She 12"
athing
o INSTALL "SIMPSON STRONG-TIE" I"xb' a• 1"x8" 2-Sd eoch end
o MSTA36 STRAPS OF 16" O.G.
o SECURE WITH 26- IOd NAILS I'xIO' or wider 3-8d each block
10 CEILING SHEATHING
Gypsum Wallboard 5d coolers 7" edge / 10" Field FASTENERS AS NOTED ~�
IN SCHEDULE ABOVE
I' I WALL SHEATHING
✓I-t-1 °
see Simplified Wall r T,
Structural Panels Bd „g „g wlNDow PLYwooD As NOTED W
U Fiberboard Panels SlxatZ�sPihisur�e)Nailing
GLASS 2'x,' BRACE i LARGER SPANS
7/I6' 8d 3" edge / 6" field MM
25/32" Bd 3" edge / b' field
• ' o Gypsum Wallboard 5d cooler 7" edge / 10" field SILLI
• ,° . . Hardboard Bd (see Simplified Wall
'• Sheathing Pressure Nailing
0 Particleboard Panels
Bd � Zones this page.).) v`
° • Diagonal Board Sheathing
Z Q I"x6' or PxB" 2-8d per support
° •a ° I"x10" or wider 3-8d per support O
PLYWOOD FLOOR SHEATHING SHUTTER" DETAIL
�0 STORM PANEL
o t , Structural Panels
V I" or less 8d 6' edge / 12" Field r T 1 O
'0 greater than I" IOd 6" edge / 6" Field W 0
rs—S,
WALL-TO-FND. CONNECTIONS Diagonal Board Sheathing
I"xb' or I"x8" 2-8d per support
I"xlo" at- wider 3-8d per Support NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMERICAN W O
' ?! Nailing regyirments are based on wall sheathing nailed b" on-center at the pcnel edge. If wall sheathin r^, 0
s nailed 3" on-center all the pall edge to obtain higher shear capacities, rolling r, shall
be for FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL ` 1 structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to
Maintain
ad
?@ When wall sheathing is continuous over connected members, the tabulated number of nails shall be �1
permitted to be reduced to I-I6d nail per foot.
FOR ONE AND TWO FAMILY DWELLINGS, IciciS SBG NIGI-I WIND EDITION, SECTION 2. � M
-1 rs_3�� M!57ABG DETAIL
A � N.T.S.
f� M
of o o to �eDA
INSTALL "SIMPSON STRONG-TIE" SIMPLIFIED WALL SHEATHING
PRESSURE t NAILING ZONES
H-6 TIES @ IG" O.G. W/8-8d NAILS I I I I
H6 '�
ROOF
o
DECK
I.
H6 INSTALL SIMPSON STRONG-TIE O 1 1 Oi G oat 8 I 1 O ',
I I s dq�
LTP4 ANCHORS @ 16" O.G. W/
12- ad NAILS 1 I 1 1 FOFNE�
IQ 1 I I 1
0 5/6nm x 12" L. x 3 _O" O.G. ANCHOR5 1 I 1 I 11
I COI"IPONENT ANC CLADDING PRESSURE ZONES 1 1 1
BOLTS W/ 2"x2" SQ. STL WASHER, p� I I
BP (I'-O" FROM CORNERS) I O I O NUMBERS INDIATE NAILING ZONES
LTP4 AS PER TABLE 3.2A 4 3.2B I I
LTP4 ROOF SHEA'IrHING NAILING SCHEDULE O I O O 1 0
g• a I � I I
•:4•• ZONE: I ZONE 2 ZONE 3 ZONE 4 I 1 I I
WALL SHEATHING NAILING SCHEDULE FIELD 1 I 1 1 I I/7/24 REVISED
8" O.C. Ir' O.C. 3" o.e. 4" O.C. O I I I O No. Date Title
EDGE 1 I I REVISIONS:
4" O.C. 6" O.G. 3" O.C. 3" O.C.
ZONE 5 ZONE 6 I
FIELD ALL Y2" EXT. PLYWCJOD WALL SHEATHING TO BE SECURED
I O 1 O O I O (
4" O.G. 8" O.G. WITH 8d COMMON NAILS- 2%2" x ioy." GA. - PATTERN AS I I 1 IDrawn 1�t�I
(S-4 FL.R. —PTO"— FND. CONNECTIONS INDICATED ABOVE. I O 1 I 1 I RI II 1
EDGE Date:
3" O.G. 4" O.G. I
Y--'l FOR ADDITIONAL STRUCTURAL NAILING REOUIREMENTS
I I
ALL y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL I O I I I 10/5/23
WITH 6d COMMON NAILS- 2" x Ilk," GA. - PATTERN AS MEMBERS" - TABLE R-G02.5 (1) OF THE RESIDENTIAL I I I
INDICATED ABOVE. CODE OF NEW YORK STATE. I O 1 1 1 Drawing No.:
NOTE: PROVIDE GONTINUOUS LOAD PAT" I F O O I O
FRO" RIDGE TO FOUNDATION . I O I
ROOF PLAN
w
N.T.S. w Q OF 5 SHEETS