HomeMy WebLinkAbout47486-Z �o�OgOF UP t Town of Southold 4/6/2024
y� P.O.Box 1179
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53095 Main Rd
Wed o� Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 45107 Date: 4/6/2024
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1555 Fleetwood Rd., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 137.4-34
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/1/2021 pursuant to which Building Permit No. 47486 dated 2/24/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is: .
additions and alterations, including fireplace and first and second floor decks,to existingsingle family dwelling as
gpplied for per ZBA#7516, dated 8/19/2021.
The certificate is issued to de Boer,Enno&Hannah
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47486 8/15/2023
PLUMBERS CERTIFICATION DATED
ut 0 ' Signature
o��g11FF01 C Town of Southold 4/6/2024
P.O.Box 1179
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o 53095 Main Rd
o4, o�F r Southold,New York 11971
gyp! � ya
CERTIFICATE OF OCCUPANCY
No: 45108 Date: 4/6/2024
THIS CERTIFIES that the building OTHER
Location of Property: 1555 Fleetwood Rd., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 137.-4-34
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/1/2021 pursuant to which Building Permit No. 47486 dated 2/24/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
accessory swim spa as applied for per ZBA#7516, dated 8/19/2021.
The certificate is issued to de Boer,Enno&Hannah
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47486 8/15/2023
PLUMBERS CERTIFICATION DATED
0 v Anszl -
Autho ze S'gn tore
ao�SuaFoc,��o TOWN OF SOUTHOLD
BUILDING DEPARTMENT
x 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#: 47486 Date: 2/24/2022
Permission is hereby granted to:
de Boer, Enno
211 E 13th St Ph 1 G
New York, NY 10003
To: Construct interior fireplace alteration and first/second floor deck additions and
alterations with swim spa as applied for and per ZBA#7516 and Trustees # 10002A
approvals.
At premises located at:
1565 Fleetwood Rd., Cutchogue
SCTM #473889
Sec/Block/Lot# 137.-4-34
Pursuant to application dated 11/1/2021 and approved by the Building Inspector.
To expire on 8/26/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $716.00
SWIMMING POOLS -ABOVE-GROUND WITH REQUIRED FENCING $250.00
CO- SWIMMING POOL $50.00
CO-ADDITION TO DWELLING $50:00
Total: $1,066.00
Building Inspector
SO�j�,ol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 Jamesh _southoldtownny.gov
Southold,NY 11971-0959 •
couffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: DeBoer, Hannah
Address: 1555 Fleetwood Road city,Cutchogue st: New York zip: 11935
Building Permit#: 47486 section: 137 Block: 4 Lot: 34
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: LC Electrical Con. Electrician: LC Electric License No: ME-38043
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool X
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt Recessed Fixtures 13 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 3
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect 1 3p Switches 4 4'LED Exit Fixtures Sump Pump
Other Equipment: 1 240v Pool Heater,2 240v Pool Pumps,1 3phase pump, 1 300watt transformer,
1 Pool Blower,1 Pool Eletric Cover, 1 Pent Air Panel 10 space 9 used, 3 20amp double pole Gfi breal
Notes: 2 20 amp single pole gri breakers, 1 single pole 20 breaker, 1 240v to 3 phase inverter
POOL/ALTERATION TO HOUSE
tj
Inspector Signature: I I Date: August 15, 2023
1555 fleetwood dr
* # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
1 NSPECTION-
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: a v- 1>61D
lkl
DATE ?i INSPECTOR ""%oer
11
(1� V V
����� tio�aoF SOUTyOIo -
# TOWN OF SOUTHOLD BUILDING DEPT.
CO 631-765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ r�FRA1�1G.!
UNDATION 2ND [ ] INSULATION/CAULKING
[ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ . ] PRE C/O [ ] RENTAL
REMARKS: �i lZ og�
5tv 0 V0000,
DATE Y INSPECTOR
SOUTyO�
# # TOWN OF -SOUTHOLD BUILDING DEPT.
couto, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] . ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ PRE C/O [ ] RENTAL
REMARKS: ace
DATE Ll/24 INSPECTOR
y -7 W
OF SOGT
# TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: �n
461
CIO
DATE INSPECTOR '`
SOUIyo� - -- --
# # TOWN OF SOUTHOLD -BUILDING DEPT.
Comm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND j\:�INSULATIOWCAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ]- RENTAL
REMARKS:
DATE 1#0
=. # TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [7] RGH PLBG.
FOUNDATION 2ND [ LATION/CAULKING
FRAMING /STRAPPING [ L
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE ESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ " CODE VIOLATION $ [ ] PRE C/O [ ] RENTAL
REMARKS: 1'7�'t�<«- •
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DATE INSPECTOR
7q 16 e6 u-lc90 c�rl
ho�aOF SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
°ycou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: Z�
hed 0 16e, 62ik E -Pt V-!5 POOL
DATE �� �� ^�`' INSPECTOR
Of SOpTy��
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE INSPECTOR
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iMIULATION:PEA N..Y.
STATE ENF�RGY • 1
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
9 Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502 https:l/www.southoldtownnv. og_v
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D � /]
PERMIT NO. fS Building Inspector: NOV 0 1, 2021
Applications and forms must.be filled out in their entirety.Incomplete. BUILDING DEPT.
applications wip:not,be accepted:`Where the Applicanus not the owner,an TOWN OF SOUTHOLD
Owner's Authorization forrh:Vage 2)shall be completed:
Date:11/1/21
.OWNER,(S)OF PROPERTY:
Name:Hannah & Enno de Boer scrM#s000-137-04-34
Protect Address:1555 Fleetwood Rd Cutchogue,, NY 11935
Phone#:9172079050._T _ y.._.._.._. J Email:hpiook@gMail.com�.
Mailing Address:1555 Fleetwood Rd CUtchogue NY 11935
....._....___........__.__-..w.. _.._.-.._._..__.�_. �.._...._, .._......__.�_..V...._.--,_..�.._......_..____._,....._
CONTACT PERSON:
Name:Hannah de Boer
MailingAddress�,1555_Fleetwood Rd Cutchogue NY 11935
Phone#:9172079050 -F-Email:hpjook@gmail ncom_
DESIGN PROFESSIONAL INFORMATION: _
Name:Eric Peterson
Mailing Address:48-D Main Street,Westhampon Beach^NY 1.1978,.,.-__._._.,_,_,._..
Phone#: 631-875-1883 _. _ ___.-.. ,_--_ - Email,eric@petersonarchitecturalWorks.com
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF,PROPOSED CONSTRUCTION,
❑New Structure ❑Addition RAlteration RRepair ❑Demolition Estimated Cost of Project:
❑Other $200,000-
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo
1
PROPERTYANFORMATION .
Existing use of property:
home intendeduse of property:
,..�._.. �._.._._.,�_.......__.._____
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes @No IF YES,PROVIDE A COPY.
Check Box After Reading:The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by:
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal.or demolition as herein-described.The applicant agrees to comply with all applicable laws,ordinances,:buildirig code,
housing code and regulationsand to admit authorized inspectors on premises and in building(s)for necessary Inspections.False statements made herein are'
punishable as a ClassA niisdemearior pursuant t0 Section 210,45 of the New.Yo&State Penal.Law:
Application Submitted By(print na :Hannah de Boer ❑Authorized Agent @Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
S:
COUNTY OF �d V, )
X0444 d e �OG,--- being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of 0✓
JONATHAN D. 50GARTY
Not ry ublic
Notary Public o'State of New York
NO.01 F06241421
Qualifed in Suffolk County PROPERTY OWNER AUTHORIZATION
My Commission Expires May 23,20__ (Where the applicant is not the owner)
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
'�o��g�FFO(KcOGy2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT i` r Town Hall Annex 54375 Main Road P_ O_ Box 1179 Southold,NY 111�$4,p
VALTele hone 631 765-1802 Fax 631 765-9502 h s://www_southoldtownn ov
y�ol �ao� P � ) � ) ttP �' tom.
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only PERMIT NO. Building Inspector:
MAR 1 0 2021 �_..
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. .
Date:
OWNER(S)OF"PROPERTY:
Name: Enno & Hannah DeBoer SCTM#1000-137-4-34
Physical Address:1555 Fleetwood Road, Cutch09ue, NY 11935
Phone#:917-207-9050 Email:hp.00k@gmail.com
Mailing Address:Same
CONTACT PERSON:
Name: Robert E. Herrmann
Mailing Address:En-Consultants, 1319 North Sea Road, Southampton, NY 11968
Phone#:631-283-6360 Email:rherrmann,@enconsultants.com
DESIGN PROFESSIONAL INFORMATION:
Name: Peterson Architectural Works
Mailing Address:48-D Main St. Westhampton Beach, NY 11978
Phone#:631-875-1883 Email:info @ Pete rson arch itectu ralworks.corn
CONTRACTOR INFORMATION:
Name: TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED..CONSTRUCTION
®New Structure ❑Addition ®Alteration ❑Repair ®Demolition Estimated Cost Of Project:
❑Other $TBD
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo
1
PROPERTY INFORMATION
Existing use of property:) d7 ;Intended use of property: No Change
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? OYes ON IF YES,PROVIDE A COPY.
®Check Box After Reading: The owner/eontnctar/design professional Is responslble 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 taws,Ordinances or Regulatlons,for the construction of buildings,
additions,alterations or for removal or demolition as hcreln described.The applicant agreas to comply with all applicable laws,ordinances,building code,
housing code and regulatIons and to admit authorized Inspectors on premises and In building1s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to section 210.AS of the New York State Penal law.
Application Submitted By(p nt name): Robert E. Herrmann G Authorized Agent OOwner
Signature of Applicant: Date:3-9_2 1
STATE OF NEW YORK)
SS:
,. COUNTY OF Suffolk
Robert E. Herrmm being duly sworn,deposes and.says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he Is the Agent
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
9th day of March .20 21 arm
Notary Public
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER AUTHORIZATION NO.01 DW6306900
(Where the applicant is not the owner) C QUALIFIED IN SUFFOLK COUNTY
OMMISSION EXPIRES JUNE 30.2.( �
I, lnhAh&�k-�WI W V /`k QOet*"'residing at
,r(A1Z6YV. l`I"I (�3�� do hereby authorize ' Ca���l" '^`� to apply on
my=ownerl
uthold Building Department for approval as described herein.
a �3f � Ceti
Date
A�Mmtx 9vc/'�1��raC�c310�r
Print Owner's Name
2
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: October 2,2020
TO: Enno DeBoer
1555 Fleetwood Road
Cutchogue,NY 11935
Please take notice that your amendment dated August 28, 2020
To permit#43791 for additions and alterations to an existing single family dwelling at
Location of property: 1555 Fleetwood Road, Cutcho u
County Tax Map No. 1000- Section 137 Block 4 Lot 34
Is returned herewith and disapproved on the following grounds:
The proposed construction is not permitted pursuant to Article XXIII, Section 280-124,which states that,on lots
measuring less than 20,000 square feet in total size, a minimum single side yard setback of 10 feet is required
and a total side yard setback of 25 feet is required.
Following the proposed construction,the dwelling will have a single side yard setback of 6.2 feet and a total
side yard setback of 15.5 feet.
4AuZS' na;t�ure
Cc: File,ZBA
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 18, 2021
TO: Robert Herrmann(DeBoer)
1319 North Sea Road
Southampton,NY 11968
Please take notice that your amendment application dated August 28, 2020:
To permit#43791 for: additions and alterations to existing single-family dwelling at:
Location of property: 1555 Fleetwood Road, Cutcho ug e,NY
County Tax Map No. 1000 - Section 137 Block 4 Lot 34
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 12,983 sq. ft. lot in the R-40 District,
is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring
less than 20,000 square feet in total size require a minimum side yard setback of 10 feet
and a combined side yard setback of 25 feet.
The construction will have a minimum side yard setback of 7 feet and a combined side
yard setback of 16 feet.
Authorized Sign tur
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: March 18, 2021
AMENDED: April 9,2021
TO: Robert Herrmann(DeBoer)
1319 North Sea Road
Southampton,NY 11968
Please take notice that your amendment application dated August 28, 2020:
To permit#43791 for: additions and alterations to existing single-family dwelling at:
Location of property: 1555 Fleetwood Road, Cutcho u
County Tax Map No. 1000 - Section 137 Block 4 Lot 34
Is returned herewith and disapproved on the following grounds:
The proposed construction, on this nonconforming 12,983 sq. ft. lot in the R-40 District,
is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring
less than 20,000 square feet in total size require a minimum side yard setback of 10 feet,
a combined side yard setback of 25 feet and maximum lot coverage of 20%.
The construction will have a minimum side yard setback of 7 feet, a combined side yard
setback of 16 feet and lot coverage of 25.1%.
Authorized ' atur
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
J'
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson O���F $�UryO! 53095 Main Road-P.O.Box 1179
Patricia Acampora 4 Southold,NY 11971-0959
t #i Office Location:
Eric Dantes CA Town Annex/First Floor,
Robert Lehnert,Jr. O`� ^a�p� 54375 Main Road(at Youngs Avenue)
Nicholas Planamento C�� ,� Southold,NY 11971
http://southoldtownny.gov KPAV87w%,
������
ZONING BOARD OF APPEALS 6
TOWN OF SOUTHOLD G 2 33 20YZA
Tel.(631)765-1809-Fax(631)765-9064 •
SOU hold Town Clerl-
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF AUGUST 19,2021
ZBA FILE#7516
NAME OF APPLICANT: Enno and Hannah de Boer
PROPERTY LOCATION: 1555 Fleetwood Road(Adj.to East Creek),Cutchogue,NY.
SCTM#1000-137-4-34
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type H category of the State's List of Actions, without
further sfeps under SEQRA.
SUF FOLK 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 August 13,2021 stating that this application is considered a matter for local determination as there appears to
be no significant county-wide or inter-community impact.
LWRP 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 June 18, 2021. 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 for side yard setbacks are EXEMPT from LWRP review The proposal
to increase the permissible lot coverage over 20%is recommended as INCONSISTENT with the LWRP pursuant to
Policy 1 and Policy 4.1 because it does not support a pattern of development consistent with the Town Code and the
recommendation to minimize losses of human life and structures from flooding and erosion hazards. The residential
structure does not functionally require a location on the coast and is not water dependent. Furthermore,the proposed
deck extension encroaches further seaward toward the bank. The Board can consider this action to be
CONSISTENT,since the proposed improvements will not be any closer to the tidal wetland boundary than existing
structures.
PROPERTY FACTS/DESCRIPTION: The subject property is a 12,983 square foot parcel located in the Residential
9-40 Zoning District. The northerly property line measures 265.00 feet,the easterly property line measures 50.82
feet and is adjacent to East Creek(Eugene's Creek),the southerly property line measures 254.50 feet and the westerly
property line measures 50.00 feet and is adjacent to Fleetwood Road. This nonconforming lot is improved with a
two-story frame residence with first floor wood deck with a hot tub and attached shed and a second-story wood deck.
There is also a two-story accessory building located landward of the residence as shown on the survey map prepared
by John T.Metzger,LS and last revised April 12,2021.
n
Page 2,August 19,2021
#7516,DeBoer
SCTM No. 1000-137-4-34
BASIS OF APPLICATION: Request for Variances from Article XXIII, Sections 280-124; and the Building
Inspector's March 18, 2021 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 side yard setback of 10
feet; 2) located less than the code minimum required combined side yard setback of 25 feet; 3)more than the code
permitted maximum lot coverage of 20%; located at 1555 Fleetwood Road (Adj. to East Creek), Cutchogue, NY,
SCTM#1000-137-4-34.
RELIEF REQUESTED: The applicant requests variances for additions and alterations to an existing single-family
dwelling located at 1555 FIeetwood Road (Adj. to Eugene's Creek) Cutchogue,NY. SCTM#1000-137-4-34. The
proposed construction, on this nonconforming 12,983 square foot lot in the R-40 Zoning District, is not permitted
pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size
require a minimum side yard setback of 10 feet,a combined side yard setback of 25 feet and a maximum lot coverage
of 20%. The construction will have a minimum side yard setback of 7 feet, a combined side yard setback of 16 feet
and lot coverage of 25.1%. Architectural drawings of the deck replacement and addition of a swim spa in place of
the now existing hot tub and revised spa location were submitted by Eric Eugene Peterson, Architect last revised
November 4,2020.
ADDITIONAL INFORMATION: Letters from the applicant's neighbors were received by the Board voicing no
concern and in support of the proposed improvements. The applicant agent submitted documentation on other r
properties in the surrounding neighborhood that have benefited from prior ZBA side yard variance relief specifically
ZBA File Is#4843,#7266 and#7072. In ZBA File#e 7072 side yard setback relief of 6.8%was granted-as-well as
lot coverage of 29.7%,_Dur'in�lie pub�lc,eafing;the=app icant--A'e`sfi=fed=thar-the-accessory-structure-Iocated on th`e'
prop i�not habifli'le=-_not-condition) _ancLis_use offstorage=only=without any�glumbing
In the application,the applicant's representative outlined the following improvements:
1. The existing southerly side yard setback of 9 feet will remain unchanged and the second-floor deck and most
of the southerly portion of the first-floor deck will be replaced within the same footprint,
2. The most northerly portion of the first-floor deck would be increased by 23 6 square feet,reducing the existing
northerly side yard setback by 3.5 feet, from 10.5 feet to 7 feet (where 10 feet is 'required); reducing the
existing total side yard setback by 3.5 feet,from 19.5 feet to 16 feet(where 25 feet is required);and increasing
the existing lot coverage by 247 square feet from 23.1 to 25.1 percent of buildable land.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on August 5,2021at 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 §267-150)(b)(1). Grant of the variances will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The Fleet's Neck community is characterized by similar sized
dwellings along with narrow lot widths and many have similar nonconforming side yard setbacks and/or excessive
lot coverage. Variance relief has been granted in the past to similar properties.
2. Town Law 4267-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 narrow property width of 50 feet and the fact that the
existing dwelling is already characterized by nonconforming side yard setbacks and lot coverage require additional
approvals from the Board of Appeals for the proposed improvements.
i
Page 3,August 19,2021
#7516,DeBoer
SCTM No. 1000-137-4-34
3. Town Law V67-b(3)(b)(3). The variances granted herein is mathematically substantial,representing 30% relief
from the code for the single side yard setback, 36% relief from the code for the combined side yard setback and
25.5%relief from the code for the proposed lot coverage. However,the project mainly consists of replacing existing
wooden decks with a total increase in lot coverage is 247 square feet.
4. Town Law 4267-b(3)(b)(4). 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. The reconstructed second-
floor deck will have a drain and downspout to be tied into the existing drainage system and the backwash from the
proposed swim spa will also be piped in to the existing drainage system.
5. Town Law 4267-b(3)(b)(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 prior to or at the time of purchase.
6.Town Law 4267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a replacement decks and swim spa while preserving and protecting the character of
the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New
York Town Law 267-B,motion was offered by Member Acampora,seconded by Member Weisman(Chairperson),
and duly carried,to
GRANT the variances as applied for, and shown on the survey map prepared by John T.Metzger,LS,last revised
April 12, 2021; and Architectural drawings prepared by Eric Eugene Peterson,Architect, last revised November 4,
2020.
SUBJECT TO THE FOLLOWING CONDITIONS:
l. The applicant shall install a drywell for dewatering of the swim spa. .
2. The applicant shall receive approval from the Southold Town Board of Trustees.
3. The proposed lower decks shall remain unenclosed and the upper decks shall remain open to the sky and
unenclosed.
This approval shall not be deemed effective until the required conditions have been met.At the discretion of the
Board ofAppeais,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.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or apossible denial by the Building Department of a buildingpermit, and may 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, or demolitions, are not authorized under this application when involving
nonconformities under the zoning code. This action does not authorize or condone any current orfuture use,setback
ti
c
Page 4,August 19,2021
#7516,DeBoer
SCTM No. 1000-137-4-34
or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the
approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply
therewith will render this approval null and void.
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.
Vote of the Board:Ayes:Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0).
eslie AKanesWeisman, Chairperson
Approved for filing f-/At) /2021
T
S( r® ow
Glenn Goldsmith,President �0 �y n HaU Annex
A.Nicholas Krupski,Vice President"
54375 Route 25 i
{ P.O.Box 1179
John M.Bredemeyer III rk, . 11971
Michael-J. Domino G O Telephone(631) 765-1892 _
Greg Williams '`p ''� Fax(631),765-6641
BOARD'OF TOWN TRUSTEES
_Permit No::. 10002A _ I
Date of Receipt of Application: August 27, 2020
Applicant: Enno &-Hannah deBoer
SCTM#:`1000-1374-34 !
Project Location:1655 Fleetwood Road,Cutchogue. _.
Date of Resolution/Issuance: October-20,-2021' - - - '
. Date of Expiration: October 20, 2023
Reviewed by: A. Nicholas Krupski;Vice-President` :.
Project Description': Remove and replace(in-place)existing O sq:ft 2nd�floor�deck(to'be'
equipped with drain and downspout and tiled into existing drainage system); remove and replace
existing:436sQ 1st floor deck and-31sq.ft. attached shed/1st floor roof overhang with new.
(649sq.ft.f st floor deck and 2.6'x21'steps to-grade`(deck to'be elevated a0prox.-26°above;grade
and p iartiart ally covered by reconstructed 2nd.floor deck on east side of house and 3'wide 1st floor
roof overhang on north:_side-of house);.and,remove and replace,existing.7'x7'.hot,tub with new. }
14'x8'swim spa located within footprint of proposed,fist floor deck-('swim spa backwash to be
piped to existing drainage system; establish and perpetually maintain a 5'wide non-turf buffer,
landward of top of bank:_
!
Findings: The project•meets all the tequirements'for issuance of an Administrative Permit set f
forth irrChapter.275 of ttie Southold:Town.Code.-,The issuance of.an Administrative Permit allows
for the operations as indicated on the survey prepared by Peconic Surveyors, P.C., last dated
September 22, 2021, and stamped approved on October 20,2021.
Special Conditions: The Permittee is required to provide evidence that a copy of this Trustee
permit.has been recorded with the Suffolk Coun,ty,Clerk's Office.as,a.notice covenant and deed..
'restriction to the deed of•the'subject parcel. Such evidence shall be'provided'within ninety(§0)'
calendar days of issuance of this permit.
Inspections:Final Inspection.
_. ., If the proposed activities do.not meet,the requirements for issuance of an Administrative Permit !
set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required.
i
This is not a determination',from'any other agency:
-
i
Glenn Goldsmith, President :. ..
Board of Trustees.
- j
Glenn Goldsmith,President �rg sovjy Town Hall Annex
A.Nicholas Krupski,Vice President z,�� ��O P.O.Box 1179
Eric Sepenoski Southold,New York 11971
Liz Gillooly er+ Q Telephone(631)765-1892
IT n( 147bjtl�Peeples • NZFax(631) 765-6641
' \JJ EE!aa
APR 6 2024
w BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
2112C Date: January 2,2024
THIS CERTIFIES that the removal and replacement(in-place)of existing 205sq_ft.2nd floor deck(to
be equipped with drain and downspout and tiled into existing drainage system);remove and replace
existing 436sq ft 1st floor deck and 3lsq ft attached shed/1st floor roof overhangwith new 649sq.ft. 1st
floor deck and 2 6'x21' steps to grade (deck to be elevated approx.26"above grade and partially covered
by reconstructed 2nd floor deck on east side of house and 3'wide 1st floor roof overhang on north side of
house)' and remove and replace existing TxT hot tub with new 14'x8' swim spa located within footprint
of proposed first floor deck(swim spa backwash to be piped to existing_drainage system,establish and
perpetually maintain a 5' wide non-turf buffer landward of top of bank;
At 1555 Fleetwood Road,Cutchogue
Suffolk County Tax Map#1000-137-4-34
Conforms to the application for a Trustees Permit heretofore filed in this
office Dated August 27,2020 pursuant to which Trustees Administrative Permit#10002A
Dated October 20,2021 was issued and conforms to all
the requirements and conditions of the applicable provisions of law. The project for which
this certificate is being issued is for removal and replacement in-place)of existing 205sc ft.2nd floor
deck(to be equipped with drain and downspout and tiled into existingdrainage system). remove and
replace existing 436sq ft 1st floor deck and'31sq ft attached shed/1st floor roof overhang with new
649sq ft 1st floor deck and 2 6'x21' steps to grade (deck to be elevated approx.26"above grade and
partially covered by reconstructed 2nd floor deck on east side of house and 3'wide 1st floor roof
overhang on north side of house),• and remove and replace existing TxT hot tub with new 14'x8' swim
spa located within footprint of proposed first floor deck(swim spa backwash to be piped to existing
drainage system• establish'and perpetually maintain a 5' wide non-turf buffer landward of top of bank.
The certificate is issued to Enno&Hannah deBoer owner of the
aforesaid property.
Authorized Signature
BUILDING DEPARTMENT
Electrical Inspector
� 'Uh)1 Con!+Y• +
.d�"• Cam. \
-i s., TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
y �z Southold, New York 1 1 971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roc�err�a southoldtownny gov ~ .seand,d southoldto,ynnv.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 4/18/2023
Company Name: LC Electrical Contracting
Electrician's Name: LC Electrical Contracting
License No.: ME-38043 Elec. email:office@ Icelectricalcontracting.com
Elec. Phone No: 631-874-0485 (Z I request an email copy of Certificate of Compliance
Elec. Address.: 22 Woodbine Lane, East Moriches, NY 11940
JOB SITE INFORMATION (All Information Required)
Name: DeBoer, Hannah R
Address: 1555 Fleetwood Rd., Cutchogue
Cross Street:
Phone No.:
Bldg.Permit #. 13P#47486 email:
Tax Map District: 1000 Section: Block: Lot.
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Addition, Alteration 580 sq ft, Pool
"S 0
Square Footage:
Circle All That Apply:
Is job ready for inspection?: � YES NO ®Rough In O Final
Do you need a Temp Certificate?: O YES O NO Issued On
Temp Information: (All information required)
Service SizeO1 Ph O3 Ph Size: A # Meters Old Meter#
®New service[:]Fire Reconnect[]Flood ReconnectOService Reconnect OUndergroundOOverhead
# Underground Laterals D 1 E L2O H Frame QPole Work done on Service? F1Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT# Address:
Switches
Outlets
G F I's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC AH Mini
Special:
Comments
F l � Com�°
(ou-)ec
co 6L..4-4 I-ei
1 3��0.5� ►na�a� l �1 c�c��e�
1 300
tC) :5p&cf. QuS�.
5,P 0 �
s P1 1,5 CC)
ao
Q
, 0FS0UTyo� � —7
# TOWN OF SOUTHOLD BUILDING DEPT.
�o • �o
`ycouffo", ' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
.ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
4 REMARKS: C/i1
DATE S Ci INSPECTOR
At
EN-CONSULTANTS
March 8, 2021
Michael Verity, Chief Building Inspector 12) MAR 1 0 2021
Building Department
Town of Southold
P.O. Box 1179 ::7
Southold, NY 11971
Re: Enno & Hannah de Boer, 1555 Fleetwood Road, Cutchogue, 1000-137-4-34
Dear Mr. Verity:
In response to an application for Building Permit submitted by the owners of the above captioned
property last fall, your Department issued a Notice of Disapproval, dated October 2, 2020,
identifying the need for variance relief for a proposed 6.2-foot minimum side yard setback and
15.5-foot total side yard setback, where 10 and 25 feet are required, respectively(copy enclosed).
After being retained by the owners to act as agent for their ZBA application, however, we
identified the need to clarify the scope of proposed work, and the owners made some minor
revisions to the proposed design. As a result, the survey/site plan has been updated to reflect a
modified design, which proposes the in-place replacement of the existing 2 nd floor deck; the
removal and replacement of the existing 1st floor deck and construction of new, larger deck in its
place that also wraps around the comer of the house and will be elevated 26 inches above grade;
and the installation of a new swim spa within the footprint of the proposed lst floor deck, which
replaces the existing accessory hot tub to be removed.
As a result of these changes, the application for Building Permit needs to be revised, and the
Notice of Disapproval needs to be updated to reflect the need for variance relief for a proposed
7-foot minimum side yard setback and 16.4-foot total side yard setback. To that end, please find
enclosed herewith a revised application for Building Permit; a copy of the updated survey/site
plan prepared by Peconic Surveyors, P.C., last dated March 3, 2021; and a copy of construction
drawings prepared by Peterson Architectural Works, last dated November 4, 2020.
Should you require any additional information in support of our request,please let me know, and
thanks for your attention to this matter.
R,esp tfully yours,
Robert
I'n bekrt . Herrmann
Coastal Management Specialist
Enclosures
1319 North Sea Road Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com
environmental consulting
SURVEY OF PROPERTY
N AT CUTCHOGUR
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
N/D/F I 1000-137-04-34
`-` TwD STORY { Cox I SCALE.` 1'—RO'
noon JANUARY 7$2017
CHRIS71NE 1ApLON FRAME HOUSE
SEPTEAIBER 29,2020(PROPOSED ADDITION)
STANLEY oc ADNam ��uror w DECEMBER 1,C 2020 COMMENTS
/ i sz ,�pegq S , I TOP BULK.5.9'
/ „srgoo/Noor oasmq euz us 1265.00' fEBRUARY i4 2021 COMMENTS
r r BOT.BUCK 1.9 FEBRUARY 23,2021 COMMEN
P mr v aaw o°'r r BOTTOM OF BANK MARCH 3,2021(COMMENTS)
AT BULKHEAD APRIL 12 2021(roY/SIM
m85`57'20"E ' A y� F ora e s �. i /a'a eAnor 1 I ,x r TIDAL WETLAND BOUNDARY
' Paacosb Frrras
x ,qw es. a _i•� q „•,g x r ALONG TOE OF BULKHEAD,
I ,% �Aa A/C��WCe ! sy v/, g I �I� I rR Or� DETERMINED BY
aYs 52.8' •Ta' a�,
N z P $ 2 STY. 2 STY. , ¢PW EN-16 SILTAMS,ON '!�C�'�,�
Ls o� I Nq 10-16-2020 �Ua C +L
ACCESSORY O v HOUSE
BUILDING °i o°fmr m �qMm R $ .,sRP4 oral 1 atS /1
GRAVEL R a,x/®(a wc0 Si ` r I srevs ww war u ww ` +i�1A
bmar DRIVEWAY P ss.nm aaoA5m'�P°�maNDa b¢r wt ry �d LANDING TOP BULK.6.0' ALB
\ @ ®®w PROJECT LIMITING FENCING. wR uv ss.qwr q BOT. 2 BULK 5
PA APPROMMATE AREA OF
O NID WbED ArAaL x6'/eYA ' 2 +�1
oR3 OISNMi RRCE=6,(IOP�i.F• D[G YEIm A 254.50��
z4 woo W:r aul. _-rlaT.srortx ' 'I
r1 roa LI
S65.57'20'W aaar•ux II511 rig II y� namc
ro M IIBII A wp aoar ooa
2 STY FR. HSE A
WAY R
PARS DRIVE EXISTING LOT'COVERAGE PROPOSED LOT COVERAGE Aye
N/� UPLAND AREA FROM BULKHEAD 12745 sq.2 UPLAND AREA FROM BULKHEAD 12745 aq.2 Zonin9Boam
Y4aR YEaTr D ST HOUSE W ATTACHED SHED 1456;`b,l / // aq.2 NOU9E W/DUT ATTACHED SNFD 1425 eq.2 OfAPPeals
NNCENT ILL ,� ACCf550kV BUILDING 605 aq.2 A BUILDING 25 eq.2
WOOD PORCH 99 eq.R. WOOD PORCH 99 aq2
GDLERAL NOTES. Nor
HOT TUB 47 aq.R. SWIM SPA 112 sqx
LOWER DECK 436 eq.2 LOWER DECK 60 eq.R.
1. RECONSTRUCTED UPPER LEVEL DECK TV BE o REM OEOY 2 S 306 eq. REAR DECKS J06 aq.2
EQUIPPED WIN DRAIN AND DOWSPOUT TO BE m CERTIFIED TO: \ \ 7f966�E
RED INTO EX=NG DRAINAGE SYSIEM/DRYWDL 2949112745-2J.li J195112745 25L IX _
2 PROPOSED SWM SPA BACKWASH TV BE Enna J. De Boer ---,_-_______- - SPtEOF'E�yOa
PIPED TO D7SVMG DRAINAGE SYSIEM/DRYWFLL Hannah De Boer \ '- --�--- 0 •(•�'T.'j" 'C
•"SAKE EAST ROAD Stewart Land title Insurance Comp ny \� FINAL MAP
■e MONUMENT REVIEWED BY ZBA y '"
ANY ALTT]TAn[MI OR ADOrnav TV TICS svRYEr FS A HaLAnW SEE DECISION#�1'(ram ``�:? '' Ur-N0.'49618
OF SECITON 7209OF THE NEW MW STATE EDUCAUM LAW. FLOOD ZONE FROM FIRM 3610JC0164H I pECONIGv"'UR�E f7 P.C
EXCEPT AS PER SECnaH 7209-SWMVOM 2 ALL CERAFICARQUS Map E6ecMe Date:September 2$'2009 AREA-12,963 SO.FT. iDATED�111-12E (631j�5;39-2 - X(631)765-1797
Immaw ARE VALID FOR 7M5 MAP AND COPIES nRREOF ONLY IF TO TIE LINES P.O.BO -909
SAID MAP OR COPIES BEM ME LMPRESSED SEAL OF THE SFRMUR
WHOSE SOYATURE APPEARS HEREON! 1230 TRAVELER STREET
SOUTHOLD,N.Y. 11971 16 128
SURVEY OF PROPERTY
A T CUTCHOG UE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 137-04-34
N/0/F TWO STORY ;� DOCK SCALE: 1'-20'
CHRISTINE MALON FRAME HOUSE 8
ASnC LATTICE m1^� 5'NON-TURF JANUARY 12, 2017
STANLEY MALON ,� FENCE 1.I 1z BUFFER SEPTEMBER 29, 2020 (PROPOSED ADDITION)
Ex. ATTACHED nA/C UNIT BLOCK RET. �m , BUI,K1 I . DECEMBER 14, 2020 COMMENTS
1 1 PROPOSED 3' SHED/ROOF lJ WALL 1.45 265.00 5Ni TOP BULK. 5.9
WIDE
Rom OVER TO BE TEXISTING HOT O BE REMOVED B MON. /� I BOT. BULK 1.9' FEBRUARY 3,, 2021 COMMENTS
REMOVED I FEBRUARY 23, 2021 COMMENTS
OVERHANG
� o TOP OF BANK .:�'��'� � / ; ; O� � BOTTOM OF BANK MARCH 3, 2021 (COMMENTS)
unuTr — _ o -4 EL=20.3' . r-I ; cV/ 1 AT BULKHEAD APRIL 12, 2021 (revisions)
" tz N85'57'20"E POLE �� PROPOSED `� 461' TOP bF BAN { d ' f I TIDAL WETLAND BOUNDARY ( )
:m FE ABC ON / N DECK '' ' I SEPTE'MBER 22 2021 revisions
a t PROPOSEd EL=19.7' ' ,
Y0.5N. W00D FENC �, o.ss CONC. .� A/C ❑E]A�C o 14'x8' -. o x i 1 to ALONG TOE OF BULKHEAD,
/ ®PAD SWIM SPA w OD::, I a o) AS DETERMINED BY
I FE D CK:1 I n 1� Ch
07'S B��R6 52.8 0 7.1' I :::. , s6.7' I , g I� 0� EN—CONSULTANTS, ON
N z _ 2 STY. ° 10
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t `� '' FR. HOUSE °
lg _ -- 2 STY A
B.B.cURB ACCESSORY ^' '�cb o
(� VHyJ cf m+ A 1 d' '"' V °o PROP k` i 1 i 1 1
m CK:': I m
o pNj EX. 205 S.F. 2nd FLOOR p A a r j STEPS x """� i i I I '3
y Q ° BUILDING 1= my p DECK TO BE REMOVED AND o A IN ' I I I I i�1 C 0 C3
ry RAVEL "' - REPLACED (IN PLACE) n x ! RAMP ti �.��
G 8.5 € f I l I STEPS J `� WOOD DOCK1 0
6.0' „ , f� j �7 J
b DRIVEWAY 52.8 cArnc E :..:.ho,' ;0 20
UTILITY \' 16.0' 2.6' TOP OF K ,�n .� / to!
POLE m? 436 S.F. FIRST FLOOR DECK TO EiE REMOVED AND i N �tLANDING
wgcL =171" �F �. i_ TOP BULK. 6.0 L.s
m i PROJECT LIMITING FENCING. REPLACED WITH 649 S.F. DECK (PARTIALLY COVERED +• 0.4N. �4- ^ 1
O m Dli A ce ® APPROXIMATE AREA OF AND RAISED APPROX. 26" ABOVE EXISTING GRADE) i 1 BU BOT. BULK 2.5'
DISTURBANCE — 6,00Q,"6.F.� POST de LA CE ENC FE. �' ULK II ;0.7S
o culls - 254.50 0.2 s. I.e' m� 0.4' z 1�_ N
k �..
V a 0 S ELEC. METER00
TOP OF BANK T Z 1 \;
O WOOD FE CE 2.4'S. 265._ - EL=16.1' Z �o
i WOOD RETAININ WALL -.=--1 HOWER 1
m _ , 1
w N BRICK WALK RAMP FLOATING
SPIKE . g
2
S85 57�20" �m 1 wooD DOCK
ocx D
N o �
30 CUR 2 STY. FR. HSE.
A p L � i��� �
S DRIVEWAY � �
PAVER EXISTING LOT COVERAGE PROPOSED LOT C0VERAGE NOV 0 1 202.1
I - BUILDING DEPT.
UPLAND AREA FROM BULKHEAD 12745 sq.ft. UPLAND AREA FROM BULKHEAD 12745 sq.ft. TOWN OF SOUTHOLD
WATER METER
N�O�F \� � '\a l I HOUSE W/ATTACHED SHED 1456 sq.ft. HOUSE W/0UT ATTACHED SHED 1425 sq.ft.
\
VINCENT ILLUZZI 1?, L' .� `'" ACCESSORY BUILDING 605 sq.ft. ACCESSORY BUILDING 605 sq.ft.
WOOD PORCH 99 sq.ft. WOOD PORCH 99 sq.ft.
GENERAL NOTES. HOT TUB 47 sq.ft. SWIM SPA 112 sq.ft.
Q LOWER DECK 436 sq.ft. LOWER DECK 649 sq.ft.
1. RECONSTRUCTED UPPER LEVEL DECK TO BE REAR DECKS 306 sq.ft. REAR DECKS 306 sq.ft.
EQUIPPED WYTH DRAIN AND DOWNSPOUT TO BE 00 CERTIFIED TO: `� `t q� °F NEW r�9
77ED INTO EXIS77NG DRAINAGE SYSTEM/DRYWELL. ` 2949112745 = 23.1% -- 3196112745 = 25.19:
Enno J. De Boer \ co
2. PROPOSED SWIM SPA BACKWASH TO BE \ --------------- ----------------- o �ti A
PIPED TO EXISTING DRAINAGE SYSTEM/DRYWELL. Hannah De Boer I
e = SPIKE �A �rm ROAD Stewart Land title Insurance Comp
apy
t+ti�.71 a
N.Y.S LIC. NO. 49618
=s��m�o►
Q = MONUMENT ��' Y.S. LIC. N0. 051132-01
ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON FLOOD ZONE FROM FIRM J6103CO164H PECONIC S YORS, P.C.
OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. Map Effective Date: September 25, 2009 AREA=12,983 SO. Fr. 6311 765-5020 FAX 631 765-1797
EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FlCA77ONS
HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY /F TOME LINES P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
WHOSE SIGNATURE APPEARS HEREON.
SOUTHOLD, MY 11971 — 28 •
SURVEY OF PROPERTY
I� A T CUTCHOG UE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
STORY N/0/F TWO 1000-137-04-34
SCALE. 1'=20'
GIHRIS77NE MALON FRAME HOUSE *
STANLEY MALON -- A'� JANUARY 12, POST
nc urtrcE �� SEPTEMBER 29, 2020 (PROPOSED ADDITION)
F'o+cF r.as
P.'i s.T I PROPOSED J' EXEo�DIHD ��urar WALL ,,,$ 1 ' $ I TOP BULK. 5.9' DECEMBER 14, 2020 COMMENTS
o — WIDE IST o OVER TO BE DaSTING HOT TUB MON 1 26`5'� BDT. BULK 1.9'
g STORY ROOF ?REMOVED TO BE REMOVED �, , 1 i , FEBRUARY 2FEBRUARY 3 2021 COMMENTS
OVERHANG 1 MARCH 3, 2021
� TOP OF BANK � ��!o�� , BOTTOM OF BANK (COMMENTS)
A UnLIrr _ _ — �EL=20.J' �l APR/L 12, POPS (revisions)
i POLL o o J Nam, , AT BULKHEAD
N85 57'20"E ff AIC arm PROPOSED �^ TOP of BANK
.5'N. 0.6'S "' °E % 4B'1' PROPOSED EL-19.Y ,i ; I i TIDAL WETLAND BOUNDARY
Mow u, /- 0�• -+ m % � 14'a' . N x 'Ic v) ALONG TOE OF BULKHEAD,
_ �A0 A/C A/C �/ '� swill$PA I ypOp i AS DETERMINED BY
0.�'s Bpli+e 52.8' T.r DECK I; 36.7' i^ Ow EN-CONSULTANTS, ON ��
�m 1 2 STY. ; 2 STY. o I , 1� N^i 10-16-2020 n�, C
ACCESSORY `t �� FR. HOUSE s os PROP.
�� �. { N EX 205 S.F.2nd FLOOR p fps DECK
�] +' �4 BUILDING
7 � �� � DECK TO BE REMOVED AND � o� a � LANDIV I I I I I0 G i
ZVI O EL
RO ACED(IN PLACE) x X �.i *OWDOCK RAMP
N 85 !' I , srErs GRAV ��
b DRIVEWAY 6.D' CO
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urn I
u nu rY 52.8' 16.0' 2.6'TOP OF N!( -' 'p/ 20fy
Pa£ t mm PROJECT UMfTING FENCING. Ex 436 s.F.FITST FLOOR DECK TO BE RYE CAD o�N o tz_n1 F£ Iy� v J LANDING TOP BULK. 6.0 r�16
c Wr(H 649 S.F.DECK(PARTIALL a
p $t ce® APPROXIMATE AREA OF AND ApFROx. ..DECK
ExlsnNc GRADE) 1, &pK BOT. BULK 2.5'
F' DISTURBANCE = 6,000 _f. POS 2CE 0 s 1.8' A 110.4 1 iOr �rJ
B.B.d1RB <v
n 0. 5k ELEC.METER m TOP OF BANK ��
0 FE CE 2.45. WOOD RETAIWINO'WALL 2fi ^OUT.SHOKER £L=76.1' i52 0 L
1� m _____Qqu cL5
M� Z --IIJJ � mi 1
1►, SPIKE 585,57'2�wW H BRICK wAIX , RAMP FLOATING
V $ 1 1 Wtl00 DOCK DOCK
g.B CUR
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2 STY. FR. HSE. QL
A r R
DRI VE V✓A Y --�CEIVED
PAVERS \ EXISTING LOT COVERAGE PROPOSED LOT COVERAGE APR 0
N�0/F ST` UPLAND AREA FROM BULKHEAD 12745 sq.ft. UPLAND AREA FROM BULKHEAD 12745 sq.ft. Z01111)
\t ,-` 1 1
WATER METER 1 L� 1 �\_�/ HOUSE W/ATTACHED SHED 1456 sq.ft. HOUSE W/OUT ATTACHED SHED 1425 sq.ft. 9BoardOFAppc-als
VINCENT ILLUZZI `l {, ACCESSORY BUILDING 605 sq.ft. ACCESSORY BUILDING 605 sq.ft.
� WOOD PORCH 99 sq.ft. WOOD PORCH 99 sq.ft.
GENERAL NOTES. o HOT TUB 47 sq.ft. SWIM SPA 112 sq.ft.
LOWER DECK 436 sq.ft. LOWER DECK 649 sq.ft.
1. RECONSTRUCTED UPPER LEVEL DECK TO BE C3 ` REAR DECKS 306 sq.ft. REAR DECKS 306 sq.ft.
EQUIPPED WITH DRAIN AND DOWNSPOUT TO BE CI CERTIFIED TO. , 3T9S sq
TIED INTO EVS77NG DRAINAGE SYSTEM/DRYWELL.
2949/12745 = 23.1X 3196/12745 = 25.1X
Enno J. De Boer \ OF ItEN,Ty
2. PROPOSED SWIM SPA BACKWASH 70 BE
_________________ -_-_____- ------- ��P ttij t,£Tl O4
PIPED TO EXISTING DRAINAGE SYS7EM/bRYWELL. Hannah De Boer
�=1NAL MAP
■ SPIKE EAST ROAD Stewart Land title Insurance Company ,,
'{r
■ MONUMENT I
1 "F.EVIEVI►ED BY ZBA
SEE DECISION #Z I
ANY ALTERATION OR ADDITION TO THIS SURVEY 1S A NOLATION o � 1 -+---�-'F" LIC. NO. 49618
FLOOD ZONE FROM FIRM J6103CO164H I PECON/C:SURVE•YOR , P.C.
EX SECTION 72090E THE NEW YSUB STATE EDUCATION LAW. Ma Effective Dote: September 25, 2009 AREA=12 983 SO. FT. ,DATED, I.LL I
EXCEPT AS PER SECTION 7209-SUBDIVISION?. ALL CERTIf1CATlONS P r (631)..Z65--5026` X (631) 765-1797
HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF TO TIE LINES I P.O. BOX 909
SAID MAP COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12JO TRAVELER STREET 16-128
WHOSf SIGMA
TURE APPEARS HEREON SOUTHOLD, MY 11971
4
APPROVED AS NOTED OCCUPANCY OR
DATE:�AB.P.# USE IS UNLAWFUL
FEE:/ 04 11_0 BY: WITHOUT CERTIFICATE
NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY
765-1802 .8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION.,-.TWO' REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
a. FINAL' ON COMPLY WITH ALL CODES OF
4. FINAL'-
CONSTRUCTION MUST _
BE COMPLETE FOR C.O: NEW YORK STATE & TOWN CODES
ALL CONSTRUCTION SHALL-MEET THE AS REQUIRED AND CONDITIONS OF
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
SOUTHOLDTOWNZBA '
DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN PLANNING BOAR.D
'SOMOLD TOWN TRPSTEES
_ N.Y.S.DEC
IMMEDIATELY" °A
ENCLOSE PO'OL.TO.'CODE,,:.
'UPON,0WP-LttION
-
BEFRTER. RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
A l exterior lighting
installed,replaced or
Vepaired shall conforjn
to Chapter 172
Of the Town Code
General Notes: 10.5. Gates in the barrier shall be self closing,self latching and be secured with a --------------------------- —————————— PROJECT
key or combination lock or other approved child proof mechanism. /
Pedestrian gates shall open away from the pool.Where the selflatching j m
1. Install pool in accordance with approved site plan,local zoning and mechanism is less than 54 inches above the bottom of the gate the latching I I
construction codes,2020 Residential Code of New York State and 2020 Energy mechanism shall be on the pool side of the barrier and the gate and barrier
Conservation Construction Code of New York State. shall have no opening greater than'/s"within 18"of the latch and its release
2. Locate patio,pool,pool equipment and fencing as specified on approved plot mechanism.
plan. Install all products in strict conformance with manufacturer's instructions. 10.6. The permanent barrier shall be erected and functional no later than 90 days I
All warning labels to be permanently affixed. after the completion of the pool. m
3. Install pool in free draining subgrade. Backfill with clean select granular fill. 11. Where the design uses a wall of the dwelling as a part of the permanent pool i I
A. Water treatment plant to conform to the following minimum specification.Pump barrier installer shall provide one of the following access control measures. I �s
to turn 1 volume in 18 hours.Filter to pass no more than 5 gpm/sf. 1 skimmer. 11.1. Operable windows within the wall shall have a latching device located no I
5. Provide potable water supply in pool area. less than 48 inches above the floor.Openings in operable windows shall not j 14to
j
6. Provide dedicated electric circuits of capacity sufficient to service water allow the passage of a 4 inch diameter sphere when the window is in its I Q
treatment plant.All electric in pool area to be protected by ground fault largest open position. I I a O a
interrupt.Install all electric in accordance with the N.E.0&local requirements. 11.2. All doors with direct access to the pool through that wall shall be equipped �/ N
There shall be no overhead electric lines within 1 O'of the pool. with an alarm which produces an audible warning when the door and its �'------------------------- --------- :::E O
7. Slope deck'/a"per foot away from pool.All concrete to be 3,500 psi,5-7%air screen,if present,are opened.The alarm shall sound continuously for a '
entrained unless otherwise noted. minimum of 30 seconds immediately after the door is opened and be N � w
8. Install a temporary 4'high construction barrier about the pool during its capable of being heard throughout the house during normal household
installation. Maintain such barrier until a permanent'barrier is in place. activities.The alarm shall automatically reset under all conditions.The alarm N N w O
9. Install erosion controls prior to the start of construction as required and specified system shall be equipped with a manual means,such as touch pad or switch, Q - _
hereon.Maintain such controls during construction. to temporarily deactivate the alarm for a single opening.Such deactivation a W V
10. 1 The permanent barrier about the pool area shall comply with local ordinance, shall last for not more than 15 seconds.The deactivation switch(es)shall be 0 b
to•
the Residential Code of NYS Chapter R326-Swimming Pools,Spas and Hot located at least 5-4 inches(1372 m to
m)above the threshold of the door;or a V
Tubs Section R326.4.2 and conform to the following minimum specifications. 11.3. Other means of protection,such as self closing doors with self-latching ARCHITECT
10.1. The top of the barrier shall be at least 48 inches(1219 mm)above grade devices,which are approved by the governing body,shall be acceptable so 0
measured on the side of the barrier which faces away from the swimming long as the degree of protection afforded is not less than the protection
pool.The maximum vertical clearanceA between grade and the bottom of afforded by Items 4_a or 4.b described above.
the barrier shall be 2 inches(51 mm)measured on the side of the barrier 12. Install all suction fittings in accordance with Section R326.6"Suction Outlets". SWIM SPA DETAILS
which faces away from the swimming pool.Where the top of the pool Single and multiple outlet systems shall be protected against user entrapment as SCALE: = -0-
w Q
structure is above grade,such as an aboveground pool,the barrier may be detailed herein or ANSI?SPSP/ICC 7. V
at ground level,such as the pool structure,or mounted on top of the pool 12.1. Single and multiple pump systems shall have a minimum of2 suction outlets Q _�
structure.Where the barrier is mounted on top of the pool structure,the separated by a minimum distance'of 3 feet. N Q
maximum vertical clearance between the top of the pool structure and the 12.2_ Suction outlets shall be equipped with a cover conforming to ANSVASME .p
bottom of the barrier shall be 4 inches. Al 12.19.8 or have a drain grate with a minimum projected dimension of C7 0
10.2. Openings in the barrier shall not allow passage of a 4-inch-cliameter(102 18"by 23"or have an approved channel drain system. RESAR SCHEDULE w W CCD
mm)sphere. 12.3. Provide Atmospheric Vacuum Relief System conforming to ASME A712.19 DEPTH <= 5' DEPTH Z ! to
10.3. Solid barriers which do not have openings,such as a mason or stone wall .17. 0 1--
masonry WALL HORIz 12•o.c_ �z•O.C. 0 Q b
shall not contain indentations or protrusions except for normal construction 12.4. Pool cleaner fittings,if provided,shall be located in an accessible area and t i �p
tolerances and tooled masonry joints. be located between 6 and 12 inches below the minimum operational water wALLVERT. Iz•o_c_ s•o_c_
10.4. Maximum mesh size for chain link fences shall be a 2.25 inch(57 mm) level or be an attachment to a surface skimmer. FLOOR 1z•O.C.BOTH WAYS V V
square unless the fence is provided with slats fastened at the top or the DRAWING ISSUE
bottom which reduce the openings to not more than 1.75 inches(44 mm).
OPTIONAL HEATER WITH TIMER SWITCH.
PROVIDE THERMAL POOL COVE
PUMP WITH TIMER R
SWITCH CHLORINE GENERATOR I
F NEW SWITCH
WATERLINE
I SKIMMER (2) 1Ki REBAR 02.06.22
CONTINUOUS I HYDROZZO FINISH ISSUE FOR PERMIT
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Cr yT._ 2 APPLIED GREATER THAN25•
Zcl' Y - = CONCRETE3000 ( IN DEEP END SPA
`7 2•DIA SCH b PSI AT 28 DAYS MIN�QA O. �j� ��= AFFIXTAG AN DRAIN
40 PVc.TYP \
_ R�FESS1 c`P
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BUILDING DEPT.
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12/14/2020
0 1 5' 10' 15' WITH CARBON MONOXIDE AND SMOKE drawing no.
DETECTORS TO CODE.
SCTM# 1000-137-4-34
ZONE R-40 .31 ACRES a0 0
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DRYWELL FROM INTERNAL DRAIN AT EXISTING HOT TUB TO BE REMOVED
TYP. 2-2X12 ACID GIRDER ROOF DECK ABOVE, CONFIRM WITH CARBON MONOXIDE AND SMOKE
ANCHORED TO 8" DIA. CONC. PIERS ON 16"x8" CONC. FTGS NEW 12"X12" SQUARE TRIMMED COLUMN DETECTORS TO CODE. Q p O
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N ( w I U �- �_ z I N N �, U -' w F- NOTIFY ARCHITECT WITH ROOF zg? 1 1
N
LL Q w g C'7 z 0 > I d LL I— N _ I
�_ Q I Q o U z CONDITION, FLASH AND REPAIR AS z"'7 X
I I X U g U 0 N z 1. F-� 0 0 1 REQUIRED �Q I tq � DECKS I I FIBER CEMENT BOARD •
�, O N o Q I i U r i H I I PORCH CEILING revisions
CONTRACTOR TO TEMPORARILY SUP ORT I LL b p EXISTING WINDOW TO REMAIN, NEW `
w W.P. DECK MEMBRANE TO SILL.
FRAMING ABOVE FOR NEW OPENING. I `O c U z Q r I ( O O �+I Q�
CONFIRM FRAMING IN CEILING SUPPORTING w U N w I I— —� I— O Q CONFIRM SCREEN AND SILL WITH CLIENT
LL FLASH E R
WALL ABOVE AND NOTIFY ARCHITECT. I v z 0-
_ II
J L---------- - --- TAPERED EXIST. FL. JOISTS
2X8 @ 16"
--------------- ----
--------------- ---- -----------
- --- 1-3/4"X911/2" QC} D.J.
o @ 16" O 2X8 @ 16" OC °,''
W BALCONY CIS
IS DECK JOISTS 12"X12"X3/4" BP WITH (4) AB TYP. ON
ON NEW PIER AND OOTING IF W 10X45
Q 1 FLUSH GIRDER OPTION IS SELECTED 4'-9"
F- - I i EXIST. ROOF BE�Uy 10-
I REPAIR BLOCK FOUNDATION AS NEEDED
w r —�— r��I project
I z (V
(2) ML H[
-- L J
��,N ALIGN DEBOER RESIDENCE
EXIST. 6'-0" SLID. GL. DOOR REMOVE EXISTING W.P. DECK AND INSTALL 6"X6"X1/4" COLUMNS ON 16"X16" PIER
TO BE REPLACED FOR A FIXED UNIT, LINE OF BALCONY ABOVE NEW TAPERED ML JOISTS FOR 1555 FLEETWOOD RD.
PROPOSED PARTIAL 7-6" 7'- -0 V-4" PROPOSED PARTIAL 3'X3'X1' 3T OFF THEBOTTOM OF THE FOOTING.
ATCH HEIGHT OF NEW SLIDER WATERPROOF DECK ASSEMBLY OVER
6 SECOND FLOOR PLAN EINISHED XTEND UPVING WAL ROOM 181OC S.P. TO 12"X12"X3/4" BP W/ (4) AB TYPICAL
FIRST FLOOR PLAN RE-BUILT DECK CUTCHOGUE
Scale: 1/4"=V-0" Scale: 1/4"=1'-0" NEW INTERNAL DRAIN AND CAST IRON NEW YO R K
6"X6"X1/4" COLUMNS ON 16"X16" PIER & 3'X3'X1' LEADER CONNECTED TO DRYWELL FLUSH W10 X 45
FTG WITH 3-#4 REBAR GRID AT 8" OC 3" OFF THE 0_1�AM OPTION AT LIVING RM.
0 5' 10, 15' BOTTOM OF THE FOOTING. 0 5' 10, 15' : 1/4 _ 1'-0'
12"X12"X3/4" BP W/ (4) AB TYPICAL �,
NOTE: REFER TO ENGINEER'S NOTES FOR REFER TO SURVEY FOR EXISTING
STRUCTURE LOCATIONS
BRACING INFORMATION FOR NEW WORK
EMST.HOT TUB EXISTING HOT TUB TO BE REMOVED,
NEW SPA TO BE CONNECTED
TO EXISTING DRYWELL
ro3_r,r-
EXisT.STEP
W TU'BE'F8d E H F NY ABOVE \\
\\
NEW 2-2X1O HDR. PARTIAL I I m client
WITH STRAPPING TO POSTS AS PER \
FRAMING CONNECTOR SHEETS I I \
PROPOSED SECTION \
Scale: 1/4"=1'-0" EXISTING BEVEL CEDAR SIDING EXISTING I�I 3 \ D E BO E R
TO BE REPLACED. 12 � \\
w
o LIVING ROOM � \
t9-3/4 I $ c E \
w GwT g toe aEnwr o
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o w \
FIXED I�I \
6'-0"X3'-0" I w 1 J w APPROX.LOCATION \
1 2X8 @ 16" OC JOISTS TECO TO NEW 2X10 LEDGER 8 0 OF EXISTING},000GAL. \
101 BOLTED TO HOUSE FRAME W/ 1/2" EPDXY COATED
DRYWELL \
LAG BOLTS @ 16" OC STAGGERED I I ® \
'�aW METAL AND CABLE HANDRAIL SYSTEM TO NEW N NEW I I a content
x
CO�E, CONFIRM WITH CLIENT NLGD 4380S NLGD 8OL NLGD 4380S / \�
NEW METAL&CABLE RAILING
{ OPTION FOR WATERPROOF BALCONY: SYSTEM INSTALLED TO CODE �� DW PARTIAL PLANS,
I • 'RIP 1-3/4" X 9-1/2" ML JOISTS MIN. 1/4" PER FOOT -
• 1/2" PLYWOOD EX15T.6'-0'SLID.GL.
MASTER BEDROOM 1 BAL NY . 160 MIL MIN. EPDM WATERPROOF MEMBRANE NEW ROOF - SECTION & E L EVAT I O N
• 12x TREATED SLEEPERS OVERHANG
t15-0"EXISTING DECK 315'-0"EXISTING DRYWELL
• 5/4 x 6 DECKING AS PER CLIENT, ALIGN WITH DOOR SILL
NEW 3-1/2"x18" 2.0 Pf�RALLAM PSL W/ 1/2'I I
STEEL FL PL AD NEW WALL FRAMING TO • MINIMUM (3) DRAINS CONNECTED TO INTERNAL
ACCOMMODATE NEW BEAM - :SEE ENGINNER'S NOT (DOWNSPOUTS INSTALLED WITHIN CORNER 10" TRIMMED
"�:APPROX.LOCATION
COLUMNS 12 OF EXISTING DOWNSPOUT CONNECTED TO DRYWELL
'FIBER CEMENT BOARD AS PER CLIENT �t9-3/4
EXIST. 2X8 FL. J ISTS , -'-�-" EXIST. BALCONY TO REMOVED AND REPLACED AS PER DETAILS EXISTING PARTIAL
N NEI W 12 X 45 STEEL GIRDER (DROPPED) i, 0�FIRST FLOOR PLAN
— -VATH TYPICAL SHEAR PLATE CONNECTION
3F_OFF d D
CONFIRM FLOORJOIST SIZE AND �" AND WELD FLANGES TO COLUMN
DIRECTION 0 1121 Scale: -0"
In
w _ NEW 12"WIDE
6"X6"X1/4' COLUMNS ON 16"X16" PIER &
LIVING ROOM = I I 3'X3'X1' FTG WITH 3-#4 REBAR GRID AT 8" OC TRIMMED PORCH BEAM NEW p �' SET
_ I I CUSTOM 24'-0" x 7'-6" SLID. GL. DOOR REFER TO DETAIL 1 FOR W10X45 FLUSH
3" OFF THE BOTTOM OF THE FOOTING. STEEL BEAM IF SELECTED FOR TRIMMED
OPTION FOR W10 45 FLUSH STEEL L` " - I I NEW 12" (FULL HEIGH SLIDER DOOR) ARCHITECT'S DRAWINGS ARE SUPPLIED BY CLIENT WITH PERMISSION
c�lo> 12"x1z"x3/4" BP W/ (4) AB TYPICAL COLUMN AND BEAM SIZES FROM PREVIOUS DESIGNER. ARCHITECT ASSUMES NO LIABILITY FOR drawn by:
GIR ER , SEE DETAIL b 1 I I TRIMMED COLUMNS
io I I EXISTING HOT TUB TO
1 I DECK 5/4x6 WOOD DECKING (CONFIRM W/ CLIENT) BE REMOVED INACCURATE REPRESENTATION OF EXISTING CONDITIONS OR UNSEEN EP
I I 2X8 @ 16" OC ACQ DECK JOISTS STRUCTURAL DAMAGE.
CONFIRM SCREEN D SILL WITH CLIENT FLA H L DG� R
1 TYP. 2-2X12 ACQ GIRDER ANCHORED TO DOOR INSTALLER TOP VIDE SHOP DRAWINGS ALL PROPOSED WORK TO BE APPROVED BY ENGINEER, CONTRACTOR TO checked by:
8' DIA. CONC. PIERS ON 16"x16"x8" CONC. FTGS ----- ------ FOLLOW SPECIFICATIONS PROVIDED BY ENGINEER FOR CONSTRUCTION TO
I
EXIST. FL. JOISTS I 12X8 @ 16" OC D.J. CODE. CONTRACTOR TO REPORT ANY CONFLICTS OR INACCURATE
DIMENSIONS TO ARCHITECT FOR RESOLUTION. date: Q
8"X16"X3/4" B WITH (4) 5/8" AB I I I I I 07�28�2020
DRILLED W/EPDXY & 1 ?" I=MBEDMENT FOR I I I I EXISTING DECK TO BE REMOVED AND REPLACED AS PER DETAILS ORIGINAL DRAWINGS PREPARED BY:
W 10X45 FL SH GIRDER OPTION I I PROVIDE CONCRETE PAD NEW 14FT X 8FT S1MM SPA,CONTRACTOR TO PROVIDE DRAWINGS
AT ,ACID FRAMED PLATFORM FOR IS11EPS PARTIAL FOR CONSTRUCTION TO CODE WOOD SIDES,CONFIRM WITH CLIENT JOAN CHAMBERS drawing no.
PROPOSED REAR ELEVATION PO BOX 49 SOUTHOLD NY 11971 SCTM# 1000-137-4-34
DISCUSS WITH CLIENT OP IONS FOR CRAWL
\N\
SPACE, INSPECT A D f3EMEDIATE ANY L_J L-J
MOISTURE AN VI=NTING ISSUES. REPAIR BLOCK FOUNDATION AS NEEDED, _
NOTIFY ARCHITECT OF STRUCTURAL DAMAGE Scale: 1/4 _ 1 -0 631-294-4241 ZONE R-40 .31 ACRES
PETERSOO N IaRMTEC TUR L L VIVOO QKS
CODE REFERENCE: 2020 RESIDENTIAL CODE OF NEW YORK STATE Table 3.2 Sill or Bottom Plate to Foundation Connection Exposure 13 Footnotes for Table 3.2A
LE R 01.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Requirements for Wind %� ®S�II '�� c�11C '
TAB 1 3 � ) Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf,Wall DL=121 pif
s Prescriptive limits are based on assumptions in Table 3.2. "
WIND DESIGN SUBJECT TO DAMAGE FROM
GROUND Wind SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN 2 Anchor bolts shall be uniformly distributed along the length of the sill plate.For anchor bolt limitations see Section W E S u H Q M PT O N N E ,fir 'Y O R K
SNOW Special DESIGN Frost DESIGN UNDERLAYMENT FREEZING ANNUAL 700-yr.Wind Speed 3-second gust(mph) 130 115 120 130 140 3.2.1.7.
Speed Topographic borne HAZARDS
LOAD (mph) effects i d debris CATEGORI' Weathering den line
Termite TEMP REQUIRED INDEX TEMP t.2 s 4 3 Sill plates are assumed to be treated Southern Pine. InfO�peterS0112rChlteCtUrdlWOrkS.Cocci tel.631-875-1883
g zone P Roof Required Capacity of Conne on(pif)
Foundation 4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 it top plate to ridge height.For other
Moderate Connections Span conditions,multiply value b the following adjustment.
30 PSF 130 NO NO 1 B Severe 3. Moderate To Heavy 15 YES NO OR LESS 51 7 Supporting (ft) U L S U L S U L S U L S U L S Y g i
12 - * 134R - " 147R - * 160 23 * 188R 49 ' 218R Roof+1Floor Roof+2Floors Roof+3Floors
16 - - 10 40 73 Wall Height
LISTED TABLES TAKEN FROM THE 2018 WOOD FRAME CONSTRUCTION MANUAL Roof&1 20 - 6 23 58 96 8' 10' &' 30' S. 10'
(WFCM) REFER TO 2018 WFCM FOR ADDITIONAL INFORMATION OR CONTACT ARCHITECT 24 - 16 35 76 144 Top Plate to
Floor Roof Pitch Ridge Height Adjustment Factor
� 28 6 27 48 94 144
32 14 37 61 112 169 h
Sill Plate to 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86
Foundation 36 - 47 74 131 192 56:12 S. 0.66 0.79 0.71 0.86 0.74 0.90 / \.
(Crawl Space or 20 - * 202R - * 221R - * 240 - * 282R 24 * 327R
Table 3.1 Nailing Schedule _ _ _ 10' o.7a o.s7 0.76 0.91 o.7s o.9a
Basement) Roof&2 24 4 47 5' 0.72 0.86 0.75 0.90 0.77 0.93 / t ��� ,. �0
Floors 28 - - 22 71 >6:12 10, 0.87 1.00 0.85 1.00 0.84 1.00 /
Numberof Number of 32 - - - 40 95
07
Joint Description Common Nails Box Nails Nag Spacing 20 1.15 1.29 0.04 1.10 0.91 1.14
_ 36 - - 1 58 119 20' 1.15 1.29 1.04 1.19 0.99 1.14 1I
ROOF FRAMING Roof&3 28 " 270R - " 295R - * 321 - ' 376R - * 437R
Rafter to Top Plate (Toe-nulled) (see Table 3.4A) (see Table 3.4A) per rafter 32 - - - - 23
Cetling Jolst to Top Plate (Toe-nailed) (see Table 3AA) (see Table 3.4A) per joist Floors 36 - - - - 47
Ceiling Joist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap ,
Ceiling Joist Laps over Partitions (Face-nailed) (see Table 3.9A) (see Table 3.9A) each lap 12 - 79 436 3 - 87 436° - 94 436 23 111 436' 49 129 436'
Collar Tie to Rafter(Face-nailed) (see Table 3.6) (see Table 3.6) pertie 16 - - 10 40 73 OF
Collar
Blocking to(Rafter(Toe-nailed) 2-8d 2-10d each end 20 - 6 23 58 96 seal
Rim Board tDRafter(End-nal!ed) 2-16d 3-16d each end Roof 24 • 16 35 76 1 Table 3.2B Bottom Plate to Foundation Connections(Anchor Exposures
WALL FRAMING 28 6 27 48 94 144 Bolts) Resisting Lateral and Shear Loads from Wind
It is a violation of the law for any person,unless acting under the
Top Plate to Top Plate (Face-nailed) 2-16d 2-16d per foot 32 14 37 61 112 168 (Prescriptive Alternative to Table 3.2) B and C direction of the licensed architect,to alter an item in any way.
Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints-each side Wall Bottom Plate 36 22 47 74 131 192
Stud to Stud' (Face-nailed) 2-16d 2-16d 24"o.c.
Header to Header(Face-palled) 16d 16d 16"o.c.along edges to Foundation 20 - 79 436 a - 87 436 3 - 94 436 - 111 436 3 24 129 436 3 Figure 3.2f Panel Attachment
- For Exposures B&C and all Wind Speeds
Top or Bottom Plate to Stud(End-nailed) (see Table 3.5A) (see Table 3.5A) per stud (Slab-on-Grade) Roof&1 24 - - 4 47 Maximum Anchor Bolt Sheathingedge at bottom plat. sheathingedge at top plate
28 - - - 22 71 Nag spacing at intermediate
Bottom Plate to Floor Joist,Bandjoist,Endjoist 2.16d°2 2-16dt'2 per foot Floor _ - _ Anchor Bolt Diameter(in.) Spacing i 3'2 s'4 framing,u•as (single rowan.double row o}fasteners) fsingla row m0 double row of fasteners)
or Blocking (Face-nailed) 32 40 95 p g(n•)
FLOOR FRAMING 36 - - 1 58 119 1 2" 31 3/4" Panel edge
Joist 5111, Top Plate or Girder(Tod nallad) 4-8d 4 loci per joist Roof&2 28 79 436 3 - 87 436 3 - 94 436 - 111 436 3 - 129 436 3 5 8" 48 -- -- - f_ -- -_-
Bridging to Jloist (Toe-nailed) 2-8d 2-10d each end 32 - - - - 23 1 71-K
--"--
- -- ----'r-r
g B {T ) Floors _ 1 Prescriptive limits are based on assumptions in Table 3.2. ` spa.'"g
Blocking to.lotst(Toe-Walled) 2-8d 2 loci each end 36 - - - 472 When anchor bolts are used to resist u lift,lateral and shear loads,the maximum anchor bolts acin shall not exceedBlocking to'.Sill orTop Plate(Toe-nailed) 3.16d 4-16d each block U = Connector uplift load. p p g s/a•ILedger Strip to Beam(Face-nailed) 3.16d 4-16d each joist L = Connector lateral load(perpendicular to thewall). the lesser ofthe tabulated values for uplift loads(Table 3.2C)or lateral and shear loads(Table 3.28). For other anchor - _.�� I i
Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per Joist _
S _ Connector shear load(parallel to the wall). bolt limitations see Section 3.2.1.7 and 3.2.2.3. � ��ewe
- Band Joist to Joist(Endnafled) 3-16d 4-16d perjoist -
Band Joist to Sill t(Endor Top Plate(Toe-Walled) 2-16dt 3-i6d per foot R - L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,where W is the building width and 3 Tabulated anchor bolt spacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other • • Single rowetfeatenera single raw of fasteners REV REVISION DATE
L is the building length. wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment
ROOF SHEATHING �2" sp.dng
A, Anchorage required to resist lateral loads shall be determined in the foundation design per Section 1.1.4. factor in Table 3.17D,but In no case shall anchor bolt spacings exceed 6 feet on center. srz" Panel edge
Wood Structural Panels Ed loci (see Table 3.10) 4 Lateral connections shall be designed to resist the loads in Table 3.5. - - _- -__ _-----f7__
Diagonal Board Sheathing See footnotes 1-4.
1".W'or 1"x8" 2-8d 2-10d per support , I i spacing )
1"x10"or wider 3-8d 3-10d per support I I 1 1 I � ) revisions
�- CEILING SHEATHING Footnotes for Table 3.2 1/r+i 1 �spndag_ i i 1 I l
Gyp Wallboard 5dcoolers 5dcoolers 7' edge/10"field Table 3.2C Sill or Bottom Plate to Foundation Connections Exposure
yz. _
(Anchor Bolts) Resisting Uplift Loads from Wind ' l
WALLSHEATHING 1 Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for L L Panel edge sac„g
(Prescriptive Alternative to Table 3.2) Nall spacing at topand
Wood Structural Panels 8d 20d (see Table 3.11) framingnot located within 8 feet of building corners. hottam of an.1 Double row of fasteners Double row of fasteners
Structural Fiberboard Panels g p per Table3.48
1/2" 11 ga.gaiv. roofing nail - 3"edge/6"field 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead toad of 9 psf 700-yr.Wind Speed 3-second gust(mph) 110 115 17C 130 140 250 160 170 160 195
(0.120"xi-1/2"tong x 7/16"head) (0.6 x 15 psf=9 psf)and wall assembly dead load of 73 plf(0.6 x 121 pif).
Sill or Bottom Plate to Foundation Anchor plate
25/32" 11 ga.galy. roofing nail 3"edge/6"field 3 Tabulated shear capacity requirements assume all walls are sheathed in accordance with Section Bolt Connection Resisting Size Foundation Supporting Maximum Anchor Bolt Spacing(in.)'2 Figure 3.2g Panel Splice Occurring over Horizontal Framing Members
(0.120"xl-3/4"long x 3/8"head) 3A.4.2. For other wall sheathing types the tabulated shear capacity of the connection shall be divided
Gypsum Wallboard Sd coolers 5d coolers 7"edge/10"field by the appropriate sheathing type adjustment factor in Table 3.17D. 8 En Zones - _ project
Hardboard 8d 8d (see Table 3.11 1-3 stories 72 71 57 43 35 30 27 24 22 20 -tl- -
4 Tabulated shear capacity is tabulated based upon a 10 ft wall height and 10 ft top plate to ridge height. 2x4 D0°bla II II p II
nterior Zones top plate. Panel attachment
Particleboard Panels 8d Ed (see manufacturer) For other conditions,multiply value by the following adjustment. II II II p II to upper top plate
Uplift loads 1-3 stories 72 72 66 50 41 35 31 28 26 23 II 11 g g II (we
Diagonal Board Sheathing 8'End Zones II 11 11 L II D E B O E R RESIDENCE
1"x6"or 1"x8" 2-8d 2-10d per support Roof+1 Floor Roof+2 Floors Roof+3 Floors 2x6 1-3 stories 72 72 68 51 42 36 32 29 26 23 �� n h ��
n49 1 Zones 1555 FLEE TWO O D R D.
1"x10"or wider 3-8d 3-10 per support Wall Height 8' 10' 8' 10' 8' 10' II II II 1 II Nallln
PP
FLOOR SHEATHING Top Plate to Ridge 1-3 stories 72 72 72 60 49 42 37 34 31 27 gp�d•d In
Wood Structural Panels Roof Pitch Adjustment Factor
II II 0 1 II horizontal framing 1
II II II 1 II member(single or C U TC H O G U E
Height ft Band lout II II II 1 II // doubt raw)
1"or less 8d SOd 6"edge/12"field 0'(flat) 0.58 0.72 0.66 0.81 0.70 0.86 7' i___�_________�.;_,_ �______�____.___.;_1_
greater than 1" 10d 16d 6"edge/22"field 56:12 5' 0.66 0,79 0.71 0.86 0.74 0.90 __ __ v
--
Diagonal Board Sheathing -=rt ---_-------=-------- --------------------- NEW 1 O R
1"x6"or 1"x8" 2-8d 2-10d per support 10, 0.74 0.87 0.76 0.91 0.78 0.94 II II II 1 it >✓s z spacing Panel edge 3 4" spacing Panel sage
1"N10"orwlder 3-8ri 3.10d per support 5 0.72 0.86 0.75 0.90 0.77 0.93 Footnotes to Table 3.3A
II II II t 11
-:-- 10, 0.87 1.00 0.85 1.00 0.84 1.0o u u u 1 g ° :
Nailing requirements are based on wail sheathing Waited 6 inches on-center at the panel edge.Alternative Halting schedules shall >6:12 II II II II II
be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed 3 inches on-center at the panel edge to 15' 1.01 1.14 0.95 1.10 0.91 1.07 1.Prescriptive limits are based on assumptions in Table 3.3. II 11 II fl II _______ spacing
obtain higher shear capacities,nailing requirements for structural members shall be doubled,or attemate connectors shall be 2.Anchor bolts shall be uniform) distributed along the length of the sill late.See Section 3.2.2.7 for anchor bolt limitations. II II II 1 II ___________________ __ _______:____________
20' 1.15 2.29 1.04 1.19 0.99 1.14 Y g 8t P
used to maintain the load path, p ;---------------,
I II II A II
3.Sill (cites are assumed to be treated Southern Pine,
z II II II II II '
When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 4.Where the lateral force resisting system is other than wood structural panel shear wells the number of anchor bolts required shall be increased by I ,
1-16d riait per,foat., _ _
Bottom Panel attachment
- - multiplying by 3.25. ptate� II 11 II II II /to bottom plate
S.The number of foundation sill plate anchor bolts can be determined for other load cases by multiplying by the appropriate adjustment factor given in the -di- JI- r'- - (see Figure 3.2f)
following table: Fmnda8on Double row of fasteners Singte row of fasteners
Table 3.3Ai 1/2"Anchor Bolts-Foundation Sill Plate Connection Table 3.3A4 5/8"Anchor Bolts•Foundation Sill Plate Connection Minimum Roof/Ceiling Assembly=l5 psf Roof/Cefling Assembly-25 psf
Resisting Shear Loads from Selsmlc(prescriptive � �R Resisting Shear Loads from Seismic(prescriptive Foundation Building Floor=l2ps Floor=20ps Floor=l2ps Floor=20ps Foor=12p Floor=20ps Floor=l2ps Foor=20ps
alternative to Table 3.3) I� _ 1/2 alternative to Table 3.3) l� = � 1, Partition=8 psf Partition!8 psf Partition a a psf Partition a 8 psf Partition=8 psf Partition a 8 psf Partition a 8 psf Partition a 8 psf
.. � Supporting Dimension,W
(head Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 pif; (Dead Load Assumptions:Roof/ceiling=15 psf,Floor=12 psf,Partition=8 psf,Wall=110 pif; (ft) wan-180 If WDII.180 pIF wall-110 IF wall■110 plf wall a180 If well-180 If wall-110 !f wall-110plf
Ground Snow Lead=30 psf;Lateral force resisting system:Wood structural panel shear walls) Ground Snow Load=30 psf;Lateral force resisting system:Wood structural panel shear walls) Foundation sill plate connection shear load adjustment factors Figure 3.2h Panel Splice Occurring across Studs
12 1.33 1.41 1.00 1.10 1.51 1.60 1.18 1.28
Minimum SDC A SDC B SDC C Minimum SDC A SDC 8 SDC C 16 1.30 1.39 1.00 1.12 1.49 1.59 1.20 2.31 _ _ client
Tr
Foundation Building L/W � L/W Foundation Building L/W L/W L/W B 20 1.27 1.38 1.00 1.13 1.47 1.53 L21 � 133 Double
II�h II I
Roof,Ceilin
Supporting; Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W i 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3 &1 floor 24 1.24 1.37 1.00 1.14 1.45 1.57 1.21 1.35 top plates II II II II II Panel attachment
t x,arss 1.22 1.36 1.00 1.15 1.44 1.57 1.22 2.37 to upper top plate
(k) Number of Bolts Required (ftl Number of Bolts Required""'''' -.-_. ... II II II II II (see figure 3.zf) D E B O E R
12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 32 1.22 1.35 1.00 1.15 1.43 1.56 1.23 1.38 II II II I I II _
16 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 16 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 36 1.19 2.34 1.00 1.16 1.42 2.56 1.23 1.39
20 1 1 1 1 1 1 1 1 2 2 1 1 2 2 2 - I II II II II l l
Roof,Ceiling,& Roof,Ceiling,& �20 1 ®1 1 1 1 11 1 1� 1� STD-1 1 2 2
12 1.36 1.46 1.00 1.13 1.48 1.58 1.12 1.25
1 Floor 24 1 1 1 1 i 1 1 2 Z 2 1 2 2 3 3 g' 16 1.32 1.45 1.00 1.15 1.44 1.57 1.13 1.28 Increase stud
II II II II II i
palling for up[
1 Floor 24 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 _ II II II I I (each side of l I l l
28 1 1 1 1 2 1 2 2 2 2 2 2 3 3 4 28 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 Roof,Ceiling 20 1.29 1.43 L00 1.I7�T 1.42 1.56 1.13 1.30 II II II II II horizontal joint) i
32 1 1 1 2' - 1 2 2 3' - 2 3 3 4r - 7 _ J r _ 24 1.27 1.42 1.00 1.18 1.40 1.55 1.24 1.32 II II II II II I 1 1 Panel edge
32 1 1 1 1 1 1 2 2 2 2 2 3 &2 Floors i
Band Joist II II II I I II I l
1 1 2 2' - 2 2 3 3' - 2 3 d 4' T 28 1.25 1.41 1.R0 1.29 1.38 1.54 L14 1.33 Nailing provided 1 l
36 1 1 1 1 - 1 2 2 2 - 2 2 3 3 - __ c_tl_JL c _L_1L- r--------------
36 F a---
32 1.23 1.40 1.00 1.19 1.36 1.54 1.14 1.34 - -- In studs on each
_ u 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 12 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 aide of � "'----y°-----y°--� r °-----
16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 16 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 36 1.21 1.39 1.00 1.20 1.35 1.53 1 15 1.35 ==R= =-i==ir=_ =R-=Tr= horizontal joint 3/4i Spacing'
_ _ ..,."..+_»,,,-- -«_.,,�........�2-.n".,.�.- - ..».-...w...............r.,�._.,,...........:....t.,.,.-.,.. - M, Pad a l -
20 1 1 1 1 2� 1 2 2 2 3 2 2 3 3 4 -�-"2.
I 1 1 1 1 1 �1 4"���22 2 1 �2 2 2 3 12 1.37 1.49 1.00 1.14 1.46 1.57 1.09 1.23 II II II I) II � i (tarshear 1
Roof,Ceiling,& Roof,Ceiling,& ' wan deal ' '
24 1 1 1 2 2 2 2 2 3 3 2 3 3 4 5 24 1 1 1 1 2 1 2 2 2 2 2 2 3 3 3 16 1.34 1.47 1.00 1.16 1.42 1.56 1.09 1.26 11 II II 11 II , , design) i t content
2 Floors 2 Floors -^- II
28 1 1 2 2 2 2 2 3 4 4 3 3 4 5 6 28 1 2 1 2 2 1 2 2 3 3 2 3 3 4 4 20- 130 1.46 1.40 1.18 � 1.40 1.55- " 1.10 L28 l
32 1 2 2 2' - 2 3 4 4' - 3 4 5 6' - 32 1 1 2 2 2 2 3 3 - 2 3 4 5
Roof,Cetling A 11 II II 11 II I 1 1 i Blocking,same
36 2 2 2 3' - 3 3 d 5' - 4 5 6 7' - 36 1 2 2 2' - 2 3 3 37 3 4 4 57 _ 24 1.28 1.45 1.00 1.20 1.37 1.54 1.10 1.30 --
&3 Floors 28 1.25 1.44 1.00 1.21 1.35 1.53 1.10 1.31 II II II II II 1 i I 1 and bo or top
12 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 2 2 2 and bottom late. NAILING AND FASTENER
32 1.24 1.43 1.00 1.21 1.34 1.53 1.11 1.32 II II II ll II l (2x flatwlse shown)
16 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 1 1 1 1 2 2 2 1 2 2 2 3 36 1.22 1.42 1.00 1.22 1.32 2.52 1,11 1.33 II II II I I II Increase stud nallln for uplift CONNECTION SCHEDULES
»r-".- 11 11 II 11 11 (each side of horizontal joint)
Roof,Ceiling;& 20 1 1 2 2 2 2 2 3 3 4 2 3 4 4 5 Roof,Ceiling& 20 1 1 1 1 2 1 2 2 2 3 2 2 3 3 4 6.Effective seismic weight used to determine foundation silt plate anchorage load includes 2096 of ground snow load when®the ground snow load exceeds 30 Bottom II Il II II II
3 Floors 24 1 2 2 2 3 2 3 3 4 5 3 4 5 6 7 9 Floors 24 1 1 2 2 2 2 2 3 3 3 2 3 4 4 5 psf. %s used for SDC A,B,C,Do,D,and 02 are as follows:SDsro.l7 for SDC A;SDs=0.33 for SDC S;SDs=0.50 for SDC C;SDs=0.67 for SDC De;SDs=0.83 for SDC 0,; plate\ 11 II II II II
Panel attachment
_IL_ _JI_ IL__ -L_1L- to bottom plate
28 2 2 2 3 3 3 3 4 5 6 4 5 6 7 8 28 1 2 2 2 2 3 3 4 4 3 4 4 6
SDs=1.17 for SDC D2. (see Figure 32f)
32 2 2 3 37 - 3 4 5 6' - 4 6 7 9' - 32 1 2 2 3' - 2 3 4 4r - 3 4 5 5� - 7.The number of foundation sill late anchor bolts is based on a building length,L,equal to 80 h. Foundation
36 2 3 3 4' - 4 5 6 7' - 5 7 9 10' - 36 2 2 3 3r 3 4 4 5' - 4 5 6 7r P g gt ' q
Minimum 50C De SDC Dt SDC 0, Minimum SDC De sac Dt SDC D2 Figure 3.21 Sheathing Splice Plate(Alternative Detail)
Foundation Building L/W L/W L/W Foundation Building L/W L/W L/W
Supporting; Dimension,W 1 1.5 2 2.5 3 1 1.S 2 2.5 3 1 1.5 2 2.5 3 Supporting Dimension,W 1 1.5 2 2.5 3 1 1.5 2 2.5 3 1 1.5 2 2.5 3
(ft) Number of Bolts Required"',""'6 (ft) Number of BottsRequireds�';""" Table 3.38 Bottom Plate to Foundation Connections(Anchor Bolts)Resisting Shear
from Seismic I I I I E � 3 E 0
12 1 1 1 1 2 1 1 2 2 2 1 2 2 2 3 12 1 1 1 1 1 1 1 1 1 2 1 1 1 2 2 l 1
16 1 1 2 2 2 1 2 2 2 3 2 2 3 3 4 16 1 1 1 2 2 _1 1 2 2 2 1 2 2 2 3 loot log
20 1 2 2 3 3 - 2 2 �3-- 3 4 2 3 3 4 5 -� 20 1 1 2 2 2 1 '�-2 2 2 3T 2 2 3- �3 d I I I (� (�/� y�
Roof,Ceiling,& Roof,CeRing,& 1 1 I I i_,C M u
24 2 2 3 3 4 2 3 3 4 5 3 4 4 5 6 24 1 2 2 2 3 2 2 2 3 3 2 3 3 4 5 For Seismic Deisgn Categories A,B,C,DO,D1,and DI 1 1 I I
i Floor 1 F oor
I 1 2x flatwise
28 2 3 3 4 5 2 3 4 5 6 3 4 6 7 8 28 2 2 3 3 3 2 2 3 4 4 2 3 4 5 5 I I 1 1
32 2 3 4 5' 3 4 5 6' 4 5 7 8' 32 2 2 3 4' - 2 3 4 4' - 3 4 5 67 - Anchor Bolt Diameter(in.) Maximum Anchor Bolt Spacing(in.Jf'2 I i I I Panel blocking "
1 I 1 drawn by.
' ' ' 36 2 3 4 4' - 3 3 4 5' - 3 5 6 67 „ I j A I I edge E P
35 3 4 5 5 - 3 5 6 7 - 5 6 8 9 -
12 1 2 2 2 2 2 2 1 3 3 2 2 3 3 4 12 1 1 1 2 2 1 1 2 2 2 1 2 2 3 3 1/2 67 1 I __ I I ______
16 1 2 2 2 3 2 2 2 3 3 2 3 3 4 4 1 0 0 0 0 �o r o 0 /� t
36 2 2 3 3 4 2 3 3 4 4 _3 3 4 5 8 Root feotoli g,& ..,�..., - 5/$" 72 3/4"I -- --7Sheathin
checked by20 2 2 3 3 3 2 3 3 4 43 3 4 5 620 ..2 i-j- �4_ 5_ 3 3 4 SM 6 3 5 6 7 8 oRoot,Ceiling,& 24 2 3 3 4 4 2 3 4 5 5 3 a 5 6 7 1.Tabulated anchor bolts acin s assume shear walls are sheathed in accordance with Section r---2 Floors 24 3 4 4 5 6 3 4 5 6 8 4 6 7 9 SO P $3.4.4.2.For other wall sheathing types the tabulated anchor bolt spacings shall be multiplied by
28 3 4 6 7 7 4 5 7 S 9 5 7 9 11 13rs 28 2 3 4 5 5 3 4 5 6 7 4 5 7 8 9 A- -
32 4 5 7 8' - 5 6 8 10' - 6 9 11 14' 32 3 4 5 6 - 9 5 6 T5 6 810' - the a J ? ppropriate sheathing type adjustment factor in Table 3.17D.For anchor bolt limitations I SpacingSheathing splice36 5 6 8 97 - 6 8 10 11' - a 11 14 25' - 36 3 5 6 6 - 4 6 7 g - 6 8 10 111 date.
see Section 3.2.1.7. 1 (single row12 1 2 2 2 3 2 2 2 3 3 2 2 3 4 4 plate,same
12 2 2 3 3 3 2 3 3 4 4 3 3 4 5 6 2.Wall bottom plates are assumed to be treated Southern Pine. shownheathing �7/2Q/�O�0
6 2 3 4 4 5 3 4 4 5 6 4 5 6 7 8 -_ 3 4 2 3 3 4 4 3 4 4 5 6 1 1 ) S lice late thickness and V16 2 2 320 2 3 4 4 5 3 3 4 5 6 4 5 6 7 8 1 p pface grain
20 3 4 5 6 7 4 5 6 7 85 6 8 10 11 Roof,Ceiling& 1 drawing nod
Roof,Ceiling& b 24 4 5 6 8 9 5 6 8 9 11 6 8 11 13 15 3 Floors 24 3 4 5 5 6 3 4 6 7 8 4 6 8 9 ll orlerttatlon as
3 Floors 28 3 5 6 7 8 4 6 7 8 9 6 8 10 12 13 1 28 5 6 8 IO 21 6 8 10 12 23 8 11 14 lfi 19 sheathing
r > r 32 4 6 7 8' - 5 7 9 10' - 7 9 12 147 - 1
32 6 8 10 12 - 7 9 12 15 9 13 17 20 1
36 7 9 12 13' - 8 12 15 16, - 11 16 20 22' - 36 5 7 8 97 - 6 8 10 117 - 8 11 24 167 - Section A-A
G°� [�S� L V� �O �I � � C� a �ii C� (� `� MG�u� fLV�� Oo G3G��
Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Exposure Table 3.5 Top and Bottom Plate to Stud Lateral Connection �� � Table 3.6 Ridge Connection Requirements for Wind
Shear Connection Requirements Requirements for Wind Loads (Dead Load Assumptions: Roof Assembly DL=10 psf) Expassure
13
(Prescriptive Alternative to Table 3.4)
700-yr.Wind Speed
700-yr.Wind Speed 110 115 120 130 140 150 160 170 180 195
700-yr.Wind Speed 110 115 120 130 140 150 160 170 160 195 3-second gust(mph)
110 115 120 130 140 150 160 170 180 195 3-second gust(mph)
3-second gust m h
Wadi Roof Pitch Roof Span W � 2 1`� H °Q M p�(G N N [� W YORK
Rafter/Ceiling Joist Numbe f 8d Co on Nails or 30d Box Nails(Toenailed) Wall Height(ft) Unit Framing Loads(plf)1'2 (ft) Required Capacity of Ridge Connection(plf"2",a
info@petersonarchitecturalworks.com tel.631-875-1883
Spacing(in.) Height
t Required in Ea Rafter a d/or Ceiling Joist to Top Plate Connectionl'2';'a 8 67 73 79 93 108 124 141 159 178 209 12 77 91 105 136 169 205 243 284 327 397
8 2 2 2 2 3 3 3 3 3 3 10 79 87 94 111 129 148 168 190 212 249 16 103 121 141 182 226 274 325 379 436 529
12 20 128 152 1-76 227 282 342 _406 473 545 6�61
10 2 2 2 2 3 3 3 3 3 3 12 91 100 009 128 148 170 193 218 245 287
8 2 2 2 3 3 3 3 3 3 3 3:12 24 154 182 211 272 339 410 487 568 654 793
16 14 103 112 122 144 167 191 218 246 275 323 28 180 212 246 318 395 479 568 663 763 925
30 2 2 2 3 3 3 3 3 3 4 16 114 124 135 159 184 212 241 272 305 358 32 206 243 281 363 452 547 649 758 873 1057
24 8 3 3 3 4 5 S 5 5 5 5 18 124 136 148 174 201 231 263 297 333 391 36 231 273 316 409 508 616 730 852 982 1190
10 3 3 3 4 5 5 5 5 5 6 20 135 147 160 188 218 250 285 321 360 423 12 65 77 88 113 139 168 199 231 266 321
1 Prescriptive limits are based on assumptions in Table 3.4.
2 When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed 1 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located 16 87 102 118 150 _I86 224 265 308 354 428 - -
the tabulated number of nails required.
within 8 feet of corners. 109 128 147 188 232 280 331 385 443 536 / ® 2° \
3 To avoid splitting,no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 2 Tabulated framing loads are specified In pounds per linear foot of wall. To determine connection requirements,multiply 4:12 24 131 153 176 226 279 336 397 463 532 643
the tabulated unit lateral framing load b the multiplier from the table below corresponding to the spacing of the 28 153 179 206 i 263 325 392 464 540 620 750
top plate or 3 toenails in each side when fastened to a 2x6 top plate. g y P p g p g / 0
connection: 32 174 204 235 I cc
301 372 448 530 617 709 857
4 Where top plate-to-ridge heights exceed 30,they shall be adjusted as follows: 36 196 230 264 338 418 504 596 694 797 964
Connection Spacing(in.) p1.0q0 :E]
19.2 24 48
Wall Height 8' 10, Multiplier 1.60 1 2.00 1 4.00 12 51 60 69 88 109 132 156 182 209 253 \
Height Top Plate to Ridge
16 68 80 92 118 146 176 208 242 279 337 ®4 ��1j
li (ft)
f ei ft Adjustment Factor 20 85 100 115 147 182 220 260 303 348 421_.. '
g ( ) iv 5:12 24 102 119 138 177 219 264 312 364 418 506
is, 1.15 1.25 \ ®�
10' 1. 1. FLOOR JOIST 28 119 139 161 I 206 255 308 364 424 488 590 Seal
32 136 159 184 236 292 352 416 485 557 674
20' 1.40 1.50 36 153 179 1 207 265 328 396 468 1 545 627 758 It is a violation of the law for any person,unless acting under the
12 48 55 63 81 99 119 141 164 188 227 direction of the licensed architect,to alter an item in any way.
16 63 74 85 108 133 159 188 218 250 302
-- 2079 92 106 135 166 199 235 273 313 378
6:12 24 95 111 127 i 162 199 239 282 327 376 453
Table 3.413 Shear Walls Resisting Uplift and Shears
(Prescriptive Alternative to Table 3.4) Exposure B 28 ill 129 148 188 232 279 329 382 438 529
32 127 148 169 215 265 319 376 436 501 605
36 143 166 190 242 298 358 423 491 564 680
700- r.Wind Speed 3-second gust(mph) 110 115 120 130 140 1 150 160 1170 1180 1195 LATERAL 12 49 55 62 76 94 112 132 153 175 211
Top&Bottom of 16 65 73 82 1_02 125 149 176 204 233 281
Wood Structural Panel Shear Wall G
Panel Nailing FRAMING 20 81 92 103 127 156 1$7 220 254 291 351-
Requirements LOADS 7:12-12:12 24 98 110 123 153 187 224 263 305 350 421
Requirements Maximum Roof Span ft 2 a REVISION DATE
Nail P ( ) 28 114 129 144 178 218 261 307 356 408 491
Sheathing Shear Wall Rows of 32 130 147 164 204 250 299 351 407 466 562
Spacing
Thickness Nailing Nails in 36 147 165 185 229 281 336 395 458 525 632
1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. revisions
7 16 OSB or 8d Common 14 4 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf (0.6 x 10 psf=6 psf).
15/32"plywood 3 36 32 24 12 - - - - -
Nails�,4" panel
with species of 6 36 32 24 12 - - - - - - 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply
edge spacing and s the tabulated values b the appropriate p
plies having 12"field spacing 2 4 36 36 36 36 36 32 28 20 16 12 y pp opriate multiplier below:
G>0.49 3 36 36 36 36 36 36 36 36 32 24 Ridge Connection Spacing(in.) 12 16 19.2 24 48
7/16"OSB or 6 - Multiplier 1.00 1.33 1.60 2.00 4.00
8d Common 14 4 36 32 24 12 - - - - - - 4 for jack rafter uplift connections,use a roof span equa o wice the jack rafter length.The jack rafter length includes the overhang
15/32"plywood Nails�P 6"panel 3 36 36 36 36 28 20 16 12 - - length and the jack span.
with species of edge spacing and 6 36 36 36 36 28 20 16 12 - -
plies having 22"field spacing 2 5 4 36 36 36 36 36 36 36 32 24 20 FLOOR JOIST
G>_0.49 3 36 36 36 36 36 36 36 36 36 32 project
6 - - - - - - - - - -
15/32"O56 or 10d Common 14 4 36 36 28 20 12 - - - - -
plywood with Nails @ 6"panel 3 36 36 36 36 36 24 1 20 16 12 D E B O E R RESIDENCE
species of plies edge spacing and 6 36 36 36 36 36 24 20 16 12 - Table 3.5A Top and Bottom Plate to Stud Lateral Connections M Table 3.9A Rafter Ceilin Joist Heel Joint Connection Requirements
havingG>_0.49 12"field spacing 2s 4 36 36 36 36 36 36 36 36 32 24 for Wind Loads ®� ® / g1555 FLEETWOOD RD.
3 36 1 36 1 36 36 36 1 36 36 1 36 1 36 1 36 (Prescriptive Alternative to Table 3.5) (Prescriptive Alternative to Table 3.9)
1 See A W/ANSI Special Design Provisions for Wind and Seismic(SDPWS) for proper design and detailing of wood Roof Live Load Ground Snow Load C U TC H O G U E
structural panels used to resist combined shear and uplift from wind. 20 psf lu Psi 50 psf 70 psf NEW YORK
2 Where framing has a specific gravity of 0.49 or greater,tabulated maximum roof spans shall be permitted to be 700-yr.Wind Speed 110 115 120 130 140 150 160 170 ISO 195 Roof Span(ft)
multiplied by 1.08,but in no case shall they exceed a span of 36 ft. 3-second gust(mph) 12 1 24 1 36 1 12 1 24 1 36 1 12 24 1 36 1 12 1 24 1 36
3 Tabulated values for plywood assume plywood with a species of plies having a specific gravity of 0.49 or greater. Stud . L1 Rafter
For plywood with other species,multiply the tabulated maximum roof spans by 0.90. 12 Rafter Slope Required Number of 16d Common or 40d Box Nails per Heel Joint Connectioni,z,�,a,s
Spacing Wall Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection ' Spacing(in.)
4 Wood structural panels shall overlap the top member of the double top plate and bottom plate by l%"and a single
row of fasteners shall be placed'/."from the panel edge. (�n') 12 3 5 8 3 6 9 5 9 13 6 12 17
S Wood structural panels shall overlap the top member of the double top plate and bottom plate by lA".Rows of 8 2 2 2 2 2 2 2 2 2 2 16 4 7 10 4 8 12 6 12 17 8 15 23
fasteners shall be%"apart with a minimum edge distance of X".Each row shall have nails at the specified spacing. 10 2 2 2 2 2 2 2 2 2 2 3:12
19.2 4 8 12 5 10 14 7 14 21 9 18 27
12 2 2 2 2 2 2 2 2 2 2 24 5 10 15 6 12 18 9 17 26 12 23 34
THE NEW 2020 NEW YORK STATE RESIDENTIAL CODE REFERS TO THE 2018 WOOD FRAME CONSTRUCTION MANUAL(WFCM)FOR 12 14 2 2 2 2 2 2 2 2 2 3 12 3 4 6 3 5 7 4 7 10 5 9 13
ONE-AND TWO-FAMILY DWELLINGS16 2 2 2 2 2 2 2 2 2 3 DEVELOPED BY THE AMERICAN WOOD COUNCIL'S(AWC)WOOD DESIGN STANDARDS _ 4:12 16 3 5 8 3 6 9 5 9 13 6 12 17
COMMITTEE.THE CONTRACTOR AND FRAMING FOREMAN SHOULD BE FAMILIAR WITH THIS MANUAL AND BE RESPONSIBLE FOR 18 2 2 2 2 2 2 2 2 3 3 19.2 3 6 9 4 7 11 6 11 16 7 14 21
BUILDING IN CONFORMANCE WITH IT.THE WFCM HAS DEVELOPED GUIDES TO WOOD CONSTRUCTION IN HIGH WIND AREAS. USE 20 2 2 2 2 2 2 3 3 3 24 4 8 11 5 9 13 7 13 19 9 17 26
OF THE HIGH WIND PROVISIONS OF THESE GUIDES WILL RESULT IN DESIGN SOLUTIONS THAT PRESCRIPTIVELY MEET THE 8 2 2 2 2 2 2 2 2 2 2 12 3 3 5 3 4 6 3 6 8 4 7 11 client
APPLICABLE REQUIREMENTS OF THE WFCM, IRC,AND IBC.THESE GUIDES CONTAIN FIGURES AND TABLES DESCRIBING THE 10 2 2 2 2 2 2 2 2 2 3 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14
REQUIRED NAILING OR FASTENERS BETWEEN ALL STRUCTURAL MEMBERS WITH THE RESPECTIVE SPACING. SHEET G-004 IS A 12 2 z 2 2 2 2 Z 2 3 3 19.2 3 5 7 3 6 9 5 9 13 6 11 17
DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR HIGH WIND UPLIFT AND LATERAL FORCES. PLEASE CONSULT THE 16 12 2 2 2 2 2 2 2 3 3 3 24 3 6 9 4 7 11 6 11 16 7 14 21 D E BO E R
ARCHITECT IF THERE ARE SPECIFIC CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL OR ON THE DIAGRAM SHEET G-004 12 3 3 4 3 3 4 3 4 6 3 5 8
16 2 2 2 2 2 2 3 3 3 4 16 3 3 5 3 4 5 3 5 8 4 7 10
ADDITIONAL DESIGN CRITERIA: 18 2 2 2 2 2 3 3 3 4 4 7.12 19.2 3 4 5 3 4 6 3 6 9 4 8 12
20 2 2 2 2 2 3 3 3 4 5 24 3 1 5 7 3 1 5 8 4 8 11 5 10 15
1. GRAVITY LOADING: 8 2 2 2 2 2 2 2 3 3 3 12 3 3 3 3 3 3 3 3 5 3 4 6
A. FIRST FLOOR- COMBINED LIVE AND DEAD LOAD=55 PSF 10 2 2 2 2 2 2 3 3 3 4 16 3 3 4 3 3 4 3 4 6 3 5 8
B. SECOND FLOOR-COMBINED TOTAL LIVE AND DEAD LOAD=45 PSF _ 9:12
C. ROOF- GROUND SNOW LOAD 30 PSF+DEAD LOAD 15 PSF=45 PSF 12 2 - 2 2 2 2 3 3 4 4 . - 5 19.2 3 3 4 3 4 5 3 5 7 3 6 9
2. WIND LOADING: 24 14 2 2 2 2 3 3 4 4 4 5 24 3 4 5 3 4 6 3 6 9 4 8 12 content
A. WFCM GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREA 130 MPH EXPOSURE B HIGH WIND GUIDE, 16 2 2 2 3 3 3 4 4 5 6 12 3 3 3 3 3 3 3 3 4 3 3 5
UNLESS OTHERWISE NOTED.
18 2 2 2 3 3 4 4 5 5 6 16 3 3 3 3 3 3 3 3 5 3 4 6 NAILING AND FASTENER
3. DESIGN PRESSURE: 12:12
A. AS PER 2018 IRC SECTION R609 EXTERIOR WINDOWS AND DOORS 20 2 2 3 3 4 4 5 5 6 7 19.2 3 3 3 3 3 4 3 4 6 3 5 7
4. LIGHT AND VENTILATIOi4: 1 Prescriptive limits are based on assumptions in Table 3.5. 24 3 3 4 3 3 5 3 5 7 3 6 9 CONNECTION SCHEDULES
A. AS PER 2018 IRC SECTION R303 LIGHT,VENTILATION AND HEATING 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall,header or ridge beam designed to
5. ENERGY CODE CALCULATIONS: 2 Tabulated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located resist the applied loads.
A. REFER TO THE 2018 IECC AND 2020 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION within 8 feet of corners. 2 When intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall,the tabulated heel joint
CONSTRUCTION CODE FOR ENERGY CODE COMPLIANCE connection requirements shall be permitted to be reduced proportionally to the reduction in span.
3 Equivalent connections are required for ceiling joist to ceiling joist lap splices.
4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly.
5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. nIR �n D
When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint M V
IE
connection requirements shall be increased by the following factors: n nn T 8 [E 7
Ceiling Height/Top lr� R 11V11 J�
Plate-to-Roof Ridge Heel Joint Connection
Height(Hc/HR) Adjustment Factors drawn by:
Hit
T T 1/2 2.00 E P
NOTE : THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2020 NEW YORK STATE "C 1/3 1.50
RESIDENTIAL, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE, FIRE AND ANY 1/4 1.33 checked by:
1/5 1.25
RELATED PLUMBING CODES. 1/6 1.20 date:
1/10 1.11 07/28/2020
Note:Lateral deflection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of
the top plate-to-roof ridge height,HR,or when He is greater than 2 feet and may require additional consideration. drawing no.
Table 3.10 Roof Sheathing Attachment Requirements for Wind * R301.2.1.2 Protection of openings. P E T E R S O N AR C� H O T E C T U R A L W, O n K S
Loads Exterior glazing in buildings located in windborne debris regions shall be protected from windborne debris.
Glazed opening protection for windborne debris shall meet the requirements of the Large Missile Test of ASTM E DRAWING GENERAL NOTES 3.CONFIRM FENESTRATION U-FACTOR AND SOLAR HEAT GAIN COEFFICIENT SHGC.
REV. ( )
1996 and ASTM E 1886 as modified in Section 301.2.1.2.1. Garage door glazed opening protection for 4.WOOD UNITS TO BE PRIMED PINE INTERIOR&EXTERIOR UNLESS OTHERWISE NOTED
700-yr.Wind Speed 3-second gust(mph) 110 I15 120U30140 150 160 170 180 195 windborne debris shall meet the requirements of an approved impact-resisting standard or ANSI/DASMA 115. ALL NEW WORK TO CONFORM WITH AND REFERENCE THE 2020 NEW YORK STATE RESIDENTIAL,2020 ENERGY 5.EXTERIOR 3-1/2"FLAT CASING
CONSERVATION CODE OF NEW YORK STATE,FIRE AND ANY RELATED PLUMBING CODES. 6.MUNTINS TO BE 1-1/8-SIMULATED DIVIDED LITE
STRUCTURAL SHEATHING 7.WINDOW HARDWARE TO BE WHITE UNLESS OTHERWISE NOTED
E F E F E F E F E F E F E F E F E F E F Exception: Wood structural panels with a thickness of not less than 7/16 inch (11 mm)and a span of not more GENERAL 8.SCREENS TO BE WHITE UNLESS OTHERWISE NOTED y IE 3 T H A M P T 0 N Q
1. COORDINATE ALL WORK WITH ARCHITECTURAL DRAWINGS AND SPECIFICATIONS. 9.L.C.C.HEAD&SILL FLASHING,MEMBRANE JAMB FLASHING
than 8 feet(2438 mm)shall be permitted for opening protection. Panels shall be precut and attached to the 2.DO NOT SCALE DRAWINGS.
RK
Rafter/Truss 3.CONTRACTOR AND SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, INTERIOR DOORS info@petersonarchitecturalworks.COm tel.631-875-1883
1 Framing Rafter/Truss 2 framing surrounding the opening containing the product with the glazed opening. Panels shall be predrilled as 1."MDF INTERIOR DOORS-13/4 FOR 7=0 &8'-0"HIGH DOORS
Sheathing Location Maximum Nail Spacing for 8d Common Nails or 10d Box Nails(inches,O.C.) pga me required uired for the anchorage and shall be secured with the attachment hardware provided. Attachments LOCATIONS,AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID. 2.BALDWIN OR EQUIVALENT SOLID BRASS HINGES&SQUARE BUTTS.
Specific Spacing(in.) 4.CONTRACTOR AND SUB-CONTRACTORS SHALL FIELD VERIFY DIMENSIONS,AND FAMILIARIZE THEMSELVES MOLDINGS
shall be designed to resist the component and cladding loads determined in accordance with either Table WITH PROJECT REQUIREMENTS PRIOR TO COMMENCING WITH THE WORK.CONTRACTOR SHALL REPORT ANY
Gravity,G 1.BACK PRIME ALL TRIM AND RAILING PARTS.
R301.2 2 or ASCE 7,with the permanent corrosion-resistant attachment hardware provided and anchors DISCREPANCIES TO ARCHITECT.
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 ( ) 2.ALL BATHROOMS+MUDROOMS TO RECEIVE MDF WAINSCOTING 42"HIGH WITH TOP TYPICAL CAP OR
5.WORK SHALL INCLUDE ALL REQUIRED PERMITS,LABOR,MATERIALS,AND EQUIPMENT TO COMPLETE ALL
permanently installed on the building. Attachment in accordance with Table R301.2.1.2 is permitted for buildings WAINSCOTING TO CEILING HEIGHT,CONFIRM WITH OWNER.
0.49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 WORK INDICATED ON DRAWINGS AND AS NECESSARY FOR A COMPLETE PROJECT. 3.ENTRY HALL+STAIRS,FIRST FLOOR&SECOND FLOOR,TO RECEIVE FLAT PANELING TO CHAIR RAIL HEIGHT.
19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 with a mean roof height of 45 feet (13, 728 mm)or less where the ultimate design wind speed, Vult, is 180 mph 6.PROVIDE TEMPORARY DUST-PROOF PARTITIONS AS REQUIRED TO PROTECT ALL EXIST.AREAS AND EQUIPMENT CONFIRM WITH OWNER.
FROM DAMAGE DUE TO DEMOLITION OR NEW CONSTRUCTION ACTIVITIES.COORDINATE LOCATIONS AND
24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 (290 kph)or less. REQUIREMENTS WITH OWNER. FLOORING
Interior Zone 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 WOOD FLOORING IN LOCATIONS TO BE CONFIRMED BY OWNER,ON UNDERLAYMENT WITH ONE SEALER COAT AND
7.GENERAL CONTRACTOR TO PATCH,REPAIR AND PAINT(REFINISH)SURFACES AND BUILDING ELEMENTS THREE COATS OF POLYURETHANE.
0.42 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD DAMAGED BY MECHANICAL,ELECTRICAL,AND PLUMBING WORK AND WHERE ITEMS ARE REMOVED, DECKING
19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 a,b,c,d RELOCATED OR ADDED. _ -
STRUCTURAL PANELS S.REPAIR FLOORS WHERE DAMAGED BY THE WORK OF THIS PROJECT. 1.5/4 X 4(53S)MAHOGANY,GENUINE.CLEAR WESTERN RED CEDAR AS ALTERNATE.
24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 .6 6 TILE&STONE
9.PATCH AND REPAIR ALL SURFACES TO MATCH EXISTING WHERE ITEMS ARE REMOVED OR ALTERED-FIELD
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 FASTENER SPACING(inches)"b VERIFY EXTENT REQUIRED. 1. FLOOR LOCATIONS INDICATED TO BE DETERMINED BY INTERIOR DESIGNER,MATERIAL TO BE SELECTED
16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 2.ALL SHOWER AND TUB AREAS TO BE TILED TO CEILING,CONFIRM.(SEE FRAMING#8 /
Panel 4 feet< 6 feet< 10. ALL PAINTING SHALL BE DONE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.CONTRACTOR IS )
0.49 FASTENER TYPE < RESPONSIBLE FOR PROTECTING ADJACENT FINISHES AND CLEANUP. 3.COUNTERTOPS AND TUB PLATFORM TOPS,TO BE DECIDED.
19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 span:5 panel span panel span �1
24 6 12 6 121 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4
4 feet 5 6 feet 5 8 feet 11. CONTRACTOR IS RESPONSIBLE FOR FINAL CLEANUP OF WORK AREA AND ALL EXPOSED BUILDING SURFACES 4.ALL TILE FLOORS TO HAVE STEPPED FLOOR DETAIL WHERE PLYWOOD SUBFL.IS FLUSH WITH TOP OF FLOOR Perimeter Edge Zone JOIST,VERIFY W/ARCHITECT.No.8 wood screw based AT SUBSTANTIAL COMPLETION.
12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 anchor with 2-inch embedment 16 10 8 12. ALL TRASH AND TOOLS SHALL BE REMOVED FROM PREMISES EACH DAY AND THE AREA LEFT CLEAN 5.FOLLOW ALL MANUFACTURER INSTALLATION INSTRUCTIONS FOR TILE AND MORTAR. \
0.42 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 length WHENEVER UNATTENDED.EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP.COORDINATE WITH
19.2 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 3 3 OWNER IF SECURE STORAGE IS NEEDED ONSITE. HEATING AND AIR-CONDITIONING
No.10 wood screw based � ® �
13. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO FINISHED SURFACES,EQUIPMENT,FURNITURE, FOLLOW THE 2020 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE AND
24 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 3 3 3 3 anchor with 2-inch embedment 16 12 9 EXISTING MATERIALS OR FINISHES,CAUSED AS A RESULT OF HIS WORK.REPAIR OR REPLACE DAMAGED ITEMS 2018 IECC. � Z OF
length AS DIRECTED BY ARCHITECT. 1.MULTI-ZONE HIGH EFFICIENCY GAS FIRED FORCED HOT AIR HYDRONIC SYSTEM UTILIZING FAN COIL UNITS AND
Gable Endwall Rake or 0.49 - 6 6 6 6 6 6 6 6 4 4 1/4-inch lag screw based anchor 16 16 16 14. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND STANDARDS. CENTRAL HOT WATER BOILER UNLESS OTHERWISE SPECIFIED. Sea
Rake Truss with up to 1' with 2-inch embedment length 2.HEATING AND AIR CONDITIONING TO BE INCLUDED FOR THE ENTIRE HOUSE EXCEPT GARAGE,INCLUDING
Rake Overhang 0.42 - 6 6 6 6 6 4 4 4 3 3 SOIL FUTURE FINISHED ROOMS.
0. mm,1 foot 304.8 mm, pound=4.448 N, 1.SOIL BEARING CAPACITY SHALL BE 1I 500 LBS PER SQ.FOOT MINIMUM ON UNDISTURBED OR SUITABLY 3.1000 GALLONS LP GAS TANK It is a violation of the law for any person,unless acting under the
For SI:1 inch= = COMPACTED SAND OR GRAVEL. 4.SEPARATE HUMIDIFICATION SYSTEM TO FIRST FLOOR ONLY. direction of the licensed architect,to alter an item in any way.
BOARD SHEATHING 1 mile per hour= 447 mis. 2.TOPSOIL FROM CONSTRUCTION AREA TO BE STOCKPILED(NONE REMOVED FROM SITE),AND ROUGH GRADED 5.CONSIDER OPTION FOR GEOTHERMAL SYSTEM.
a.This table is based on 180 mph ultimate design wind speeds,Vim,and a 33-foot mean roof height. AT THE END OF CONSTRUCTION.ROUGH GRADE HEIGHTS ALONGSIDE BUILDING SHALL BE AS PER BUILDING 6.INSTALL MODINE HIGH EFFICIENCY HEATERS AT ALL GARAGES,CONFIRM WITH OWNER.
Rafter/Truss PLUMBING
Sheathing Size Minimum Number of 8d Common Nails Per Support b.Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be located not less than 1 inch from the edge of the panel. ELEVATIONS AND SITE PLAN PROPOSED CONTOURS OR SPOT ELEVATIONS.
Spacing(in.) c.Anchors shall penetrate through the exterior wall covering with an embedment length of not less than 2 inches into the building frame.Fasteners shall CONCRETE 1.SUPERSTORE FOR HOT WATER,CONTRACTOR TO CONFIRM SIZE(OR NUMBER)BASED ON NUMBER OF
1x6 or 1x8 Sheathing 12-191 2 2 1 2 2.FOOTINGS SHALL BE SIZED AND REINFORCED ACCORDING TO DRAWINGS AND SHALL BE MINIMUM OF 3'-0" 2.WATER SUPPLY-2"MAIN FROM STREET,IF AVAILABLE.2 2 2 2 2 2 2 be located not less than 2112 inches from the edge of concrete block or concrete. 1.CONCRETE SHALL BE MINIMUM 3000 PSI. BATHROOMS.
1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 d.Panels attached to masonry or masonry/stucco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of not less BELOW GRADE. 3,COPPER PIPING FOR HOT AND COLD WATER LINES,PVC FOR WASTE AND VENT LINES.CONSIDER OPTION FOR
than 1,500 pounds. 3.FOUNDATION WALLS SHALL BE REINFORCED&FORMED TO THICKNESS AND HEIGHT INDICATED ON PEX SUPPLY PIPING.
DRAWINGS WELL VIBRATED AND/OR RODDED. SET 5/8"DIA.X 16"LONG HOOKED ANCHOR BOLTS 12"FROM SANITARY
E - Nail spacing at panel edges supports
EACH LEG OF EACH CORNER AND AS PER SHEET#1.D. COMPLETE SANITARY SYSTEM AS SHOWN ON SURVEY APPROVED BY SUFFOLK COUNTY HEALTH DEPARTMENT.
F - Nail spacing at intermediate supports in the pane!field(in.) R301.2.1.2.1 Application of ASTM E 1996. 4.FLOOR SLABS OVER TAMPED AND EVEN SUB-GRADE LAY 6 MIL THICK POLYETHYLENE VAPOR BARRIER AND ELECTRIC
POUR 3,000 PSI CONCRETE. BETWEEN SLAB AND CONCRETE WALLS INSTALL 1/2"THICK PRE-MOLDED 1.PROVIDE UNDERGROUND SERVICE OPTION,INCLUDING TWO OUTDOOR/DIRECT BURIAL RG 6 COAXIAL
1 For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot perimeter edge The text of Section 2.2 of ASTM E 1996 shall be substituted as follows: ASPHALT IMPREGNATED EXPANSION FILLER. GARAGE SLAB TO BE 4 THICK W/W.W.F.6 X 6-W2.9 X W2.9.ALL CABLES.
zone attachment requirements shall be used. INTERIOR SLABS TO BE 4"THICK,EXCEPT 2"THICK IN CRAWL SPACES.EXTERIOR SLABS TO BE 6"THICK W/ 2.INCLUDE A CENTRAL VACUUM SYSTEM.
2 For wind speeds greater than 130 mph,blocking is required which transfers shear load to two additional joists(3 joists total). 2.2 ASCE Standard: W.W.F.6 X 6-W2.9 X W2.9.AND HAUNCH AT PERIMETER 3.PROVIDE SMOKE&CARBON MONOXIDE DETECTORS ACCORDING TO N.Y.STATE BUILDING CODE(TO BE
5.BITUMIN VAPOR BARRIER ON ALL EXTERIOR CONCRETE WALLS. SUPPLIED BY ALARM COMPANY OR GENERAL CONTRACTOR) REV REVISION DATE
METALS 4.RANGE HOOD FULLY DUCTED TO EXTERIOR.
ASCE 7-10 American Society of Civil Engineers Minimum Design Loads for Buildings and Other Structures 1.STEEL SHALL CONFORM TO ASTM A572-50 AND AISC SPECIFICATIONS. 5.NOTE ELECTRICAL PLANS HAVE ADDITIONAL NOTES AND MULTIPLE OPTIONS FOR BUILDER AND CLIENT TO
2.STEEL BEAM BEARING ON CONCRETE SHALL BE NO LESS THAN 4". DISCUSS.
3.FLITCH PLATES SIZED AS INDICATED ON DRAWINGS. PRE-DRILL ALL REQUIRED HOLES BEFORE DELIVERY TO FIREPLACE&CHIMNEYS:
The text of Section 6.2.2 of ASTM E 1996 shall be substituted as follows: revisions
Table 3.11 Wall Sheathing and Cladding Attachment � ® SITE. FASTEN TO SURROUNDING WOOD MEMBERS WITH 1/2"DIA.BOLTS MINIMUM As REQUIRED. ALL WORK TO COMPLY WITH SECTION R402.4.2 FIREPLACES.
M� OSr>fitrr 4.STEEL COLUMNS SHALL BE STANDARD WEIGHT DIAMETERS AS SHOWN WITH STANDARD CAP AND BASE REFER TO PROJECT DRAWINGS&DETAILS.
Requirements for Wind Loads GUTTERS&LEADERS:HALF ROUND LEAD COATED COPPER,WITH LEAD COATED COPPER LEADERS TO DRY WELLS.
6.2.2 Unless otherwise specified, select the wind zone based on the ultimate design wind speed, Vult, as f0II0WS: UNLESS OTHERWISE INDICATED. PROVIDE ALL BOLTS FOR TOP AND BOTTOM CONNECTIONS. INSTALL HANGERS BELOW SHINGLES.PROVIDE ALUMINUM HALF-ROUND WITH PLAIN ROUND ALUMINUM LEADERS
5.STEEL BEAMS SIZE AND WEIGHT INDICATED ON DRAWINGS,PRE-DRILL ALL REQUIRED HOLES BEFORE DELIVERY I S AN ALTERNATE.
6.2.2.1 Wind Zone 1-130 m h s ultimate design winds speed, < 140 mph. TO SITE. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS. SUPPORTED BY 31/2"O.D. STAIR:STAIR/RAILING COMPONENTS TO COMPLY WITH THE
700-yr.Wind Speed 3-second gust(mph) 110 115 120 130 140 150 160 170 180 195 P 9 P + VUIt P STD.STEEL COLUMN UNLESS OTHERWISE INDICATED.
DESIGN LOADS 2018 IRC SECTION R311.7 STAIRWAYS&SECTION R312.1 GUARDS
1ST FLOOR DECK:LIVE=40 PSF+DEAD=15 PSF=55 PSF TOTAL LOAD U SMITH PARTS-ALL PARTS TO BE CONFIRMED
STRUCTURAL SHEATHING 6.2.2.2 Wind Zone 2-140 mph <-ultimate design wind speed, Vult< 150 mph at greater than 1 mile (1.6 km)from 2ND FLOOR DECK:LIVE=30 PSF+DEAD=15 PSF=45 PSF 1.NEWEL:U-4270,PAINTED,STARTING VOLUTE
E F E F E F E F E F E F E F E F E F E F the coastline. The coastline shalt be measured from the mean high water mark. TOTAL LOAD ROOF:LIVE=30 PSF+DEAD=15 PSF=45 PSF TOTAL LOAD 2.HANDRAIL:U-6400P,OAK,STAINED
FRAMING- IT IS VERY IMPORTANTTO FOLLOW MANUFACTURER'S SPECIFICATIONS FOR PROPER INSTALLATION 3.BALLUSTER:U-5005,PAINTED
Stud Spacing a 3 4.TREADS:MATCH FLOORING
Sheathing Location' Maximum Nail Spacing for 8d Common Halls Or lOd Box Nails(inches o.c.)' METHODS FOR ENGINEERED LUMBER MATERIAL.
(inches,o.c.) ' 6.2.2.3 Wind Zone 3-150 mph (58 m/s)<ultimate design wind speed, Vult:5 170 mph (76 m/s), or 140 mph (54 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR 5.RISERS:PAINTED CLEAR PINE OR POPLAR
12 6 12 6 12 6 12 6 12 6 12 6 iz 6 12 6 12 6 12 6 12 m/s)s ultimate design wind speed, Vult 5 170 mph (76 m/s)and within 1 mile (1.6 km)of the coastline. The BETTER. EXTERIOR SIDING: project
2.ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER WITH TRIPLE 1.WRC#1 GRADE 18"PERFECTION SHINGLES,6"EXPOSURE TO THE WEATHER USING TYPE 316 STAINLESS STEEL
Interior Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 coastline shall be measured from the mean high water mark. UPRIGHTS. NAILS MIN.3D BOX 1-1/4
24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 3.ALL HEADERS UNDER 6'-0"SHALL BE(2)2 X 8 MINIMUM UNLESS OTHERWISE INDICATED. 2.TYPE 11(30#)FELT,CONSIDER BLUESKIN•VP100 SELF-ADHERED WATER RESISTIVE AIR BARRIER MEMBRANE.
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6.2.2.4 Wind Zone 4-ultimate design wind speed, Vult> 170 mph (76 m/s). 4.DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND POINT LOADS UNLESS ADDITIONAL SUPPORT IS 3.1/2"EXP.1"CDX"APA RATED PLYWOOD SHEATHING,PRESSURE TREATED WITHIN 4 FEET OF CONCRETE. D E B O E R RESIDENCE
NEEDED AS INDICATED ON PLANS. ROOFING:
Perimeter Edge Zone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 5.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY WRC#1 GRADE 18"PERFECTION SHINGLES.ALTERNATE:CONSIDER WRC PREMIUM GRADE 18"X 5/8" 1555 F L E ETWO O D R D.
24 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 SIMPSON OR APPROVED EQUAL WOOD-1-BEAMS AND LVL. TAPERSAWN SHAKES. 5-1/2"EXPOSURE TO THE WEATHER.INSTALL 1 X 3 SPRUCE LATH(VERTICAL AND
6.ALL PRE-ENGINEERED LUMBER SHALL BE WOOD-I-BEAMS AND LVL PRODUCTS BRAND AND SIZE AS INDICATED HORIZONTAL).@ 5-1/2"O.C.TYP.W/SOLID LATH MIN.36"PAST PLANE OF SAVE. AT MINIMUM FOLLOW ALL
BOARD SHEATHING or LAP SIDING ON PLANS. INSTRUCTIONS FROM THE CEDAR SHAKE AND SHINGLE BUREAU.
NOTE: UT ROGUE
7.ALL MULTIPLE LVL PRODUCTS USED AS BEAMS AND GIRDERS TO HAVE 2 ROWS OF 1/2"DIA.GALV.MACHINE 4.APPLY A SINGLE LAYER OF ASTM D 226 TYPE 11(#30)FELT AS ROOF UNDERLAYMENT
Sheathing Size Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d Box Nails Per Support THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE 2020 NEW YORK BOLTS @ 12"O.C.. CONTRACTOR MAY SUBSTITUTE GLU-LAM BEAMS(ANTHONY POWER OR EQUAL) USE A 5.APPLY A SINGLE LAYER OF SELF-ADHERING MODIFIED BITUMEN COMPLYING WITH ASTM D 1970(CONSIDER
(Inches,o.c.) STATE RESIDENTIAL, 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE, 3-1/2"APB IN PLACE OF(2)1-3/4"LVL'S AND A 5-1/2"APB IN PLACE OF A(3)1-3/4"LVUS EXCEPT IN GRACE ICE AND WATER)FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 36"INSIDE NEW YORK
SITUATIONS WHERE THERE IS A CANTILEVER. THE EXTERIOR WALL LINE OF THE BUILDING.ALL FLASHING TO COMPLY WITH NYS CODE SECTION R905.2.8
lx6 or lx8 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 FIRE AND ANY RELATED PLUMBING CODES. 8.WHERE WOOD GIRDERS AND BEAMS INTERSECT A WALL,DOUBLE PLATE SHALL BE CUT TO ACCEPT THE BEAM. 6.1/2"EXP,1"CDX"APA RATED PLYWOOD SHEATHING
1x10 or Larger Sheathing 12-24 3 3 3 3 3 3 3 3 3 3 DO NOT NOTCH BEAM.
9.POINT LOADS SHALL BE MINIMUM OF 3 STUDS UNLESS OTHERWISE INDICATED.SYMBOL FOR POINT LOADS IS
GLAZED OPENINGS TO BE PROTECTED AGAINST WIND BORNE DEBRIS AS SHOWN ON DRAWINGS,A SOLID BLACK SQUARE.
E - Nail spacing at panel edges(in.) 10. ALL POINT LOADS SHALL BE TRANSFERRED DIRECTLY FROM POINT OF ORIGIN TO THE BASEMENT.
F - Nail spacing at intermediate supports in the panel field(in.) SPECIFIED IN R 301.2.1.2 OF THE 2018 RESIDENTIAL CODE. PANELS TO BE 11. WALL SHEATHING SHALL GO TO THE TOP OF TOP PLATE TO TIE PLATE TO STUDS-PLYWOOD KNEEWALLS.
CONSTRUCTED IN ACCORDANCE WITH CODE AND STORED ON SITE. REFER TO 12. STRAPPING TO CONFORM TO CURRENT WIND CODES.
1 For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall be used. 13. 8'DROP CLGS.OVER ALL TUBS&SHOWERS AND NICHES/RECESSES IN ALL SHOWERS.
PROJECT DRAWINGS FOR OPENING SIZES. 14. ALL 2ND FLOOR KNEE WALLS TO RECEIVE PLYWOOD.
2 Tabulated nail spacing assumes sheathing attached to stud framing members with 0.42<G<0.49. 15. TRAY CEILINGS AND SOFFITS SUBJECT TO CHANGE,INCLUDE A PROVISION FOR THIS IN THE BID.
3 For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. 16. ALL TILE FLOORS TO HAVE STEPPED FLOOR DETAIL WHERE PLYWOOD SUBFL.IS FLUSH WITH TOP OF FLOOR
JOIST,VERIFY W/ARCHITECT.
17. ALLOW FOR ELECTRIFIED FLUSH MEDICINE CABINET AT EACH BATHROOM VANITY.
GYPSUM BOARD:
R301.2.1.2 Protection of openings. 1. 1/2"WALL BOARD ON ALL WALLS AND CEILINGS,OPTION TO UPGRADE TO 5/8"THICKNESS. WALLS AND
Exterior glazing in buildings located in windbome debris regions shall be protected from windbome debris. Glazed opening protection for windbome debris shall meet the CEILINGS TO BE TAPED AND RECEIVE 3 COATS OF SPACKLE.
=* (3 requirements of the Large Missile Test of ASTM E 1996 and ASTM E 1886 as modified in Section 301.2.1.2.1.Garage door glazed opening protection for windbore debris 2.MOISTURE RESISTANT AT ALL BATHROOM WALLS AND CEILING WITH CEMENT BOARD AT WET AREAS.
A 3.ENTIRE GARAGE DRYWALL,TAPE&COMPOUND WITH 5/8"TYPE"X"FIRE RATED TO CODE.
client
Bi � shall meet the requirements of an approved impact-resisting standard orANSI/DASMA 115.
INSULATION:
Exception: Wood structural panels with a thickness of not less than 7/16 inch (11 mm)and a span of not more than 8 feet (2438 mm)shall be permitted for opening FOLLOW THE 2020 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE,2018
protection. Panels shall be precut and attached to the framing surrounding the opening containing the product with the glazed opening. Panels shall be predrilled as INTERNATIONAL RESIDENTIAL CODE(IRC),2020 NYS UNIFORM CODE SUPPLEMENT,FOLLOW HOME ENERGY RATING
\ SYSTEM HERS INDEX FOR PROJECT INSULATION SPECIFICATIONS SHOWING COMPLIANCE WITH THE 2018 IECC. D E BO E R
^ ` required for the anchorage method and shall be secured with the attachment hardware provided.Attachments shall be designed to resist the component and cladding loads (HERS)
1. FLAT CEILING AREAS USE MIN.R•38
/ determined in accordance with either Table R301.2(2)or ASCE 7,with the permanent corrosion-resistant attachment hardware provided and anchors permanently installed
on the building.Attachment in accordance with Table R301.2.1.2 is permitted for buildings with a mean roof height of 45 feet(13,728 mm)or less where the ultimate design 2•RAFTERS WITH CATHEDRAL CEILING USE MIN.ATI
3.EXTERIOR WALLS USE MIN.R-21 CAVITY INSULATION.
wind speed,V„1t,is 180 mph(290 kph)or less. 4.RIM JOISTS TO RECEIVE MIN.R-21.
TABLE R301.2.1.2 S.EXTERIOR CONCRETE FOUNDATION WALL(FULL WALL INTERIOR SIDE):
a b c d a.FINISHED BASEMENT: AT MIN.2"R-10(XPS)RIGID FOAM INSULATION(SEAL JOINTS WITH MFR'D
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS RECOMMENDED ADHESIVE TAPE)2X4 WOOD FRAME WALL W/GYPSUM BOARD&LATEX PAINT
4"o.c.Nail Spacing Panel Nailing (SEMI-PERMEABLE).IF HIGHER R-VALUED IS DESIRED R-13 UNFACED BATT INSULATION WITHIN CAVITY
per Table 2 1 6"o.c.Nail Spacing Panel Nailing per Table 2 FASTENER SPACING(inches)a b WALL.NO POLYETHYLENE!
b.UNFININSHED BASEMENT&CRAWLSPACES: AT MIN.2"R-10 XPS RIGID FOAM INSULATION SEAL
(p•9•'r) L Panel 4 feet< 6 feet< (XPS) (
FASTENER TYPE JOINTS WITH MFR'D RECCOMMENDED ADHESIVE TAPE) content
span:5 panel span panel span•
---. l`,y= --___.�------- --__ - -- 6.SLAB-ON-GRADE FLOORS WITH A SURFACE LESS THAN 12 INCHES BELOW GRADE,INCLUDING GARAGE,SHALL
Plate-to-Stud 4 feet <6 feet <_a feet BE INSULATED W/MIN.2"R-SO(XPS)RIGID FOAM INSULATION,2 FEET HORIZONTAL AND VERTICAL AT SLAB
Connection
- '] No.8 wood screw based PERIMETER-Required anchor with 2-inch embedment 16 10 8 FASTENER S C H E D U L E
<1, (Table 8) Lesser of Ll2 7.BETWEEN BASEMENT AND FIRST FLOOR USE R-19
j
or 2' length 8.SOUND INSULATIONS IN BETWEEN FLOORS&ALL BEDROOMS&BATH. AND GENERAL NOTES
� Blocking 9.ALL PIPES AND DUCTS IN BASEMENT TO BE INSULATED IF NOT POSITIONED IN INSULATED SPACES TO MEET
Lookout Block Uplift
Connection an o wood screw based . IN CODE.
(optional) per Table 9 Minimum 2x4 anchor with 2-inch embedment 16 12 9 10. INSULATION AS LISTED HERE AND SHOWN ON PLAN PLUS PLEASE PRICE AN ALTERNATE COMPARABLE
P Outlooker length AMOUNT OF INSULATION USING ROCK WOOL INSULATION.
Gable Endwall 11. ALL SECOND FLOOR WALLS WHICH BACK UP TO VENTILATED ATTIC SPACES, TO PREVENT INFILTRATION OF
Section A-A Section B-B 1/4-inch lag screw based anchor 16 16 16 COLD AIR INTO THE HOUSE:
with 2-inch embedment length a.THE CRACK BETWEEN THE PLYWOOD SUB FLOOR AND THE WALL SHOE SHALL BE CAULKED OR FILLED
Figure 15. Rake Overhang Framed Without Structural Figure 17. Rake Overhang Framed With Structural WITH FOAM INSUL.
For se 1 inch=25.4 mm,f foot=304 s mm,1 pound=4 448 N,1 mile per hour=0 447 m/s. b.CONTRACTOR SHALL DOUBLE CHECK THAT ALL FIBERGLASS INSUL.IS FIT SNUGLY INTO ALL STUD SPACES,
Outlookers Outlookers PARTICULARLY THE SMALL AND ODD SIZE SPACES. ALSO CHECK THAT NO INSULATION HAS BEEN
Panel Nailing DISLODGED JUST PRIOR TO SHEETROCKING.
per Table 2(page c. ANY ELECTRICAL BOXES PLACED IN SUCH WALLS SHALL BE AN AIR INFILTRATION BLOCKING TYPE,OR RD F W IE D
4"o.c.Nail Spacing SHALL BE SPRAYED FROM BEHIND WITH FOAM INSULATION SO THAT AIR CANNOT INFILTRATE AROUND (� �/
THE WIRES OR OTHER HOLES INTO THE BOX. M M lJ LE T
d.ALL PLUMBING SUPPLY LINES OR WASTE TRAPS SHALL BE KEPT OUT OF THESE VENTILATED ATTIC SPACES f y Lookout AND IF PIPES RUN IN ANY ADJACENT FLOORS OR WALLS THEN THE BAYS SHALL BE SEALED WITH A LAYER
Block Table 9. Uplift Forces for Two Foot Rake OF 2"FOAM INSULATING BOARD IN ADDITION TO THE REGULAR FIBERGLASS. THIS BOARD SHALL FULLY
g COVER THE BAYS AND SHALL BE FULLY CAULKED TO ELIMINATE AIR FLOWING THROUGH CRACKS INTO drawn by:
(optional) Overhang Framed With Structural Outlookers THE BAYS WHERE THE PIPES ARE.NOTE AREAS WHERE PLANS CALL OUT DOUBLE STUD WALL. E
AIR LEAKAGE:
Truss-to-Stud OLltlooker FOLLOW SECTION R402.4 FOR AIR LEAKAGE.THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT
Connections Flake Outlooker Spacing AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.6.
Truss Uplift(Ib,) PAINTING checked by.
1.INTERIOR WALLS AND CEILINGS TO RECEIVE ONE PRIMER AND TWO FINISHED COATS OF BENJAMIN MOORE
12"ox. 262 REGAL WALL SATIN,FOLLOW ALL MANUFACTURE INSTRUCTIONS.INTERIOR DOORS,BASE AND CASINGS TO
RECEIVE ONE PRIMER COAT AND 2 COATS OF BENJAMIN MOORE WHITE SEMI-GLOSS OIL BASE PAINT.FOLLOW date.Section A-A 16"O.C. 349 ALL MANUFACTURE INSTRUCTIONS. O7IZ8IZOZO
2.EXTERIOR TRIM,WINDOWS AND DOORS TO BE PRIMED AND FINISHED WITH TWO COATS OF EXTERIOR PAINT.
Figure 16. Rake overhang Framed With Rake Truss 24" o.c. 524 3.COLORS AS CHOSEN BY OWNER.
4.GARAGE AND UNFINISHED BASEMENT FLOORS TO BE PAINTED.
WINDOWS&EXTERIOR DOORS drawing no.
1. AS SPECIFIED ON PLANS,INSTALLED TO MANUFACTURES SPECIFICATIONS.
2.REFERENCE ENERGY PERFORMANCE DATA OF EACH UNIT AS SPECIFIED IN ENERGY CODE COMPLIANCE
REPORT.
0 0
RIDGE CONNECTION
I—EAFTER TO PLATE TO STUD xz PITCH AND STEEPER,RAFTER SPAN UP TO 36'USE LSTA9 CONNECTION W/ BRIDGING. Rafters and ceiling joists shall be supported laterally by solid .4
A TOTAL OF B/10D NAILS
W/A L30 W/A MIN OF 4-1 OD NAILS 16"O.C. RAFTERS 7 blocking, diagonal bridging (wood or metal) or a continuous 1-insh by 3-inch
***FOR ROOF PITCH LESS THAN CONSULT ARCHITECT
WITH A SPAN UP TO 36'USE H7 CONNECTOR W/ 12 , wood strip nailed across the rafters or ceiling joists at intervals not exceeding 8 e o
4-13D'S IN RAFTER, 2-8D'S IN PLATE, 8-8D S IN STUD NOTE:WHEN A COLLAR TIE IS USED IN THE UPPER OF THE ROOF SYSTEM �/��' [� Q p K E W V O R K
W/A MIN. OF 5 10/D NAILS PER CONNECTION THE RIDGE STRAP DOES NOT feet'16" O.C. STUD TO STUD CONNECTIONS HAVE TO BE USED infor@petersonarchitecturalworks.com tel.631-875-1883
SHALL BE MADE W/ SPH6 STRAPS
MIN 10-8D NAILS PER STRAP (EACH STUD
TO RECIEVE 5 NAILS) ZMAX RATING CEILING JOIST
WHEN IN CONTACT W/ACQ.
GABLE END
WALL PLATE
2-10d NAILS
HEADER TO TOP PLATE TO RAFTER CONNECTION EACH TRUSS LS _
RAFTER TO PLATE TO HEADER CONNECTION TO BE MADE W/1-16
\ CONNECTORS W/MIN OF 8-8D NAILS W/A L30 W/MIN. OF 4-10D NAILS
�®
\ BETWEEN RAFTER TO PLATE CONNECTION
S '�
GYPSUM BOARD � 1
NO FURRING \
HEADER TO JACK/KING STUDS 5d COOLER �� 041859
\ NAILS @7"o.c.
HEADERS UP TO 4' LONG W/ROOF SPAN UP TO 28'TO BE FASTENED TO THE JACK 2x4 BLOCK NAILED T seal
STUDS W/ACS18 MIN. 18-10D NAILS
EACH BRACE WITH 2-10d NAILS It is a violation of the raw for any person,unless acting under the
BOX TO SILL PLATE TO \ \ KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS 4-10d NAILS direction of the licensed architect,to alter an item in any way.
BE CONNECTED ALIGNED 111oHEADERS UP TO 8' LONG W/ROOF SPAN UP TO 28'TO BE FASTENED TO THE JACK 10d NAILS ENDWALL STUDS
W/ EACH STUD STRAP \ STUDS W/A CS16 MIN. 22-10D NAILS @ 6"o.c. NAILS
e
(16" O.C.) W/AN LTP4 MIN. e \� KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS 5d NAILS @ LSTA21 20 GA. STRAP BY SIMPSON WITH
10-8D NAILS n a \ HEADERS UP TO 4' LONG W/ROOF SPAN UP TO 36'TO BE FASTENED TO THE JACK 7��O.C. 16-10d NAILS PER TABLE 306G
\ STUDS W/A'1S18 MIN. 18-10D NAILS 1. SIZE AND NUMBER OF NAILS IN STRAP AS
o MATCH SPACING OF WIND KING STUD 10 BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS REQUIRED FOR LOAD GIVEN IN TABLE 306G
LOAD STRAPPING DIAGRAM HEADERS UP TO 8'LONG W/ROOF SPAN UP TO 36'TO BE FASTENED TO THE JACK CEILING CONNECTION TO
\ STUDS W/A(2)CS18 MIN. 36-1 OD NAILS GABLE ENDWALL DETAIL REV REVISION DATE
TYPICAL WIND LOAD \ KING STUD TO BE FASTENED TO PLATE W/HGA10 W/MIN. OF 8SDSY4 x 3"SCREWS Q
Scale: N.T.S. ISOMETRIC VIEW
3 STRAPPING FOR SPLIT SILL FND. �\ (ALTERNATE GABLE END FRAMING IF BALLOON FRAMING IS NOT CHOSEN)
Scale: N.T.S. ISOMETRIC VIE \ � � \ Method PFH Portal Frame revisions
Front Elevation
With Hold_Downs)
I:antoff hmderylhh daffe portaltrane(1wotraceftalll?ane(s)
\ \poo Extra of header wlthsinglermtelfrarne(mtebrwdvnPpanel
8d NAILS @4"o.c. \ --2 D'to18'D'rinistdsvnhhota A
SEE 307.4 .A i►1n.3"xtl'(a"headerfttpaddedatrttmeltlrcnknass,��� SectfonA
STUD/DECK/STUD Mingis'-hl�ckwaad
PhelghiD pNcsspnermateMantheImt Otrside SrrucTE.ialpar l('h'SP1
\ 16"O.C. S A at headFrh-S'eE.t eaders are prafi�latad, • w • Terlon strap per
CUT THROUGH .0 STUD TO STUD H LL BE MADE W/LSTA24 project
STUD BEAM STRAPS MIN 10-8D NAILS PER STRAP • . • .f, ;!- : : TableADtJ21D,6.k
NAILS BASED ON (EACH STUD TO RECEIVE 5 NAILS • ' '► �. •€• : : : : (placedonimerlor
(CONTINUOUS )
STUDS) SHEAR WALL \ sldeatr� lll
REQUIREMENTS .•!:' d pa (WSP)1anderyc9ltr9dcatc^?rmnm
\ � Fasten tap plate to
Fasrwnyroads•lrruchnat ICI D E BO E R RESIDENCE
!: ga`�anited boy r ai°s In 3"gddpanam ass. lm i header vro!i two rows
1555 FLEETWOOD RD.
V-0" ofl6i�nlerttsl's at
i•• HeadertajackstudsrrapperTabteFED2tD.1;.don'harh
\ tatalwal I•r 3 a.�tynFas'enking
\ s
WINDOWSILL PLATE C O N N E CT I O N he May,
ides of aperbrrg,placed an In►erlorside ai Brad rafraader ulrh MI16dsl-trs, C U TC H O G U E
l0 D"
FOR WINDOWSILL SPANS UP TO 8'THE SILL TO STUD CONNECTION SHALL BE Felght ht�r,dt�lbtepxdtrar�ngobveredtt�thmin.3,�e tlrrkVtSP
_ MADE SSP CONNECTORS W/MIN. OF 7-10D NAILS with 81camm orcaryrndbmmlilsof3'ac.lnap p{�do�±a Kneedod,ondsolceedges--"' NEW YORK
\\ hauling(shlds.blocking,and�nsl,t ical 2x4powt[Idrg shall occumerandtsenaled
NO CEILING FOR WINDOWSILL SPANS UP TO 8'THE SILL TO JACK STUD CONNECTION SHALL BE arnt(acks?ud), taccrrllralthloc�cingyruhln _
M't Im"of panty jxrTable M. 2.105 tinmher at)trk 2d"nt i s
DIAPHRAGM CENTER 2x BLOCKING \ \ MADE W1 HGA10 CONNECTION W/8-SDS1/4 x3 SCREWS partal legmld h�.t. -
REQUIRED \ •l ht�(21350DIb.stranlypehold>te+mahors s►udsparFables Drmrouof3'o.e.rra7lnrts
ON SHEATHING JOINT ..{
a •• f1Fr1MI)and(2). •• •- required in each pare)edge.
WOOD STRUCTURAL \ \ (emhelt1 dIntoconcraleandrt?'dIntotran l -
32 •I.:.. • ..t . ..•.
PANELS \ ht!nr1ODD-Ib.ldl-downdFAce(embeN dfito
ON GABLE FACE AND JACK/KING STUD TO PLATE/ "•' - corcreteandrrdlrPdtrrtatrarrlingl •' holdId5tranc as -
ON WALL BELOW hokl dortn8rlctrttass
BASED ON SHEARWALL HEADER OR BOX CONNECT. `�'
REQUIREMENTS
?,1in.relnfarcinpof
THE JACK/KING STUD CONNECTION SHALL BE MADE W/HGA10 W/A MIN. No.to 5A, d!=,Tr anchor bohinma!rsd per Se i.mAa03.113*12'x2'xsln'pl2m' W-her found lon,itlstbartop
\ A A and barrorn at footing,
GABLE ENDWALL s-sos%4x3"SCREWS. MATCH STRAP CONNECTION AND MIN hiin,toy►ingst?elttsleroperdngis12zt2'Atarnedd^rrrlslsbshaltrepnrr 7ada dor aperrn s, Inb"i'srminlmcim.
NAILING ON HEADER TO JACK STUD FOR JACKSTUD/DECK/STUD CONNECTION. MIN. METHOD PFH
0_!IA LLON FRAMING DETAIL \ NAILING APPLIES TO STUD CONNECTIONS NOT DECK CONNECTION client
Scale: N.T.- o \ \ PORTAL FRAME PANEL CONSTRUCTION
\ 5 Scale: N.T.S. REFER TO 2018 IRC FIGURE R502.10.6.2 D E B O E R
�\ \\ HEADER TO SUPPORT Method CS-PF (Continuously Sheathed Portal Frame Panel)
NOTE: \
THIS BUILDING SHALL COMPLY WITH AND REFERENCE THE STUD CONNECTION Over Concrete or Masonry Block Foundation
2020 NEW YORK STATE RESIDENTIAL, 2020 ENERGY \ \ \ A SeeMerhodPf61("istratlxtoniaus page for Upper Section
CONSERVATION CODE OF NEW YORK STATE, FIRE AND \ \ MATCH HEADER TO JACK/KING STUD CONECTIONS �rtattrarra'cctfmrarrdtastteningfr'inn
ANY RELATED PLUMBING CODES. U1Inf2)rli tGneteranchor balls Installed per Arichort>e!IspFr " ;``
\ ; Sec�anA4a3.l6ttltrt2"><2`xg11s'dateyrashers SecrfanR�D3.1.6 � _ content
CONTRACTOR AND FRAMING FOREMAN SHOULD BE \ \ WINDOW SILL PLATE TO s Min(71 -dla.anchor
Ca'rswttlt?'x?"x31 "
FAMILIAR WITH THE2018 WOOD FRAME CONSTRUCTION SUPPDRT STUD CONNECTION TYPICAL CONNECTION
MANUAL (WFCM) AND BE RESPONSIBLE FOR BUILDING IN ptateYraahers
CONFORMANCE WITH IT. THE WFCM HAS A CHART WHICH
DESCRIBES THE REQUIRED NAILING CONNECTIONS e FOR WINDOWSILL SPANS UP TO 8'THE SILL TO JACK STUD CONNECTION SHALL BE Over Raised Woad Floor:Framing Anchor Option AND STRAPPING DETAILS
BETWEEN ALL STRUCTURAL. MEMBERS. THIS PAGE IS A \ \ \\ MADE W/HGA10 CONNECTION W/8-SDS%4 x3"SCREWS FOR WINDOW SILL SPANS A (1S'henportatshaaltlingdaesnatlapoaerhandordmlaisi) A Nall salepb!eto)olsl SectfonA
DIAGRAM OF TYPICAL STRAPPING APPLICATIONS FOR \ UP TO 8'THE SILL TO STUD CONNECTION SHALL BE MADE SSP CONNECTORS W/ Par Table ASD2.3n)
HIGH WIND UPLIFT AND LATERAL FORCES. PLEASE \ MIN. OF 7-1DD NAILS
\ a Woodstrhstaralra^etMSP) 41'S mrappmed
CONSULT THE ARCHITECT III THERE ARE SPECIFIC tetapofhantlorrfmlalst bantlarrtrrl�Ist (2liramirrgarr��lyrrs(yrlth
CONDITIONS WHICH ARE NOT COVERED IN THE MANUAL
a capayrycfil lD lb)
OR THIS DIAGRAM. \ w• - �- -- `� apptedacrosssheathinA
..
ALL STRAPS AND CONNECTIONS TITLED ARE TO BE andvellcal hetmrltanral
I
� DOUBLE SILL PLATE kgauh�s antiverticaltlkectlmrs � � �/ p 3 E 0
SIMPSON SIMPSON CATALOGUE.
CONNECTORS AND CAN BE FOUND IN THE \ Over Raised Wood Floor:Overlap Option P E R N � 7 B C T
MASONRY CONNECTION A Wen voila]sheathllg tops mTr band arfimfolst) SecnQnA
ALL NAILS AND STRAPS THAT COME IN CONTACT WITH drawn by:
PRESSURE TREATED LUMBER SHALL BE ZMAX RATED AS FOR A SINGLE STORY. SILL PLATE CONNECTION TO BE MADE W/5/8'ANCHOR BOLT
W/BP SIMPSON BOLT WASHER PLACED EVERY 72"ON CENTER
STUD/BOX CONNECTION perTableA6(12.3t1t EP
PER SIMPSON SPECIFICATIONS WITH THE APPROPRIATE MIrp9'1a' Wlttirlstructur2tpa^ t�dSP) Nall sole platelolo(st !
a i W"SPouerapproyed band
FASTENERS. 16"O.C. STUD TO STUD CONNECTIONS SHALL FOR 2 STORY. SILL PLATE CONNECTION TO BE MADE W/%"ANCHOR BOLT W/BP overlap Contlrxaustnerhandorrfmtast pwrTableR6028(11 i •• ertfmldst.Attactlshoalhlnq checked by.
BE MADE W/LSTA15 STRAPS SIMPSON BOLT WASHER PLACED EVERY 36"ON CENTER _-
•' ta bard orrlrrt joist Hi'h---_.
MIN 10-8D NAILS PER STRAP 8dcommonnailsar3'a.c. y
(EACH STUD TO RECIEVE 5 NAILS) NOTE: THE NEW CODE FOR HIGH WIND WOOD FRAME CONSTRUCTION REQUIRES A ropandbonna date:
SIMPSON"BP"WASHER ON THE ANCHOR BOLTS. ALSO, THE ANCHOR BOLTS MUST WSPmraocmed band arrim(rfst
BE 36 INCHES MAXIMUM ON CENTER WHEREVER THE FRAME WALL DIRECTLY 07/28/2020
ABOVE ISA FULL TWO STORIES TALL. METHOD CS'PF drawingn0.
WIND LOAD STRAPPING DIAGRAM BOX/SILL PLATE CONNECTION ° PORTAL FRAME PANEL CONSTRUCTION
1 BOX TO SILL PLATE TO BE CONNECTED ALIGNED W/ 5
Scale: N.T.S. ISOMETRIC VIEW EACH STUD STRAP(16"O.C.)W/AN LTP4 MIN. 10-8D NAILS Scale: N.T.S. REFER TO 2018 IRC FIGURE R602.10.6.4 a
A =1 0