HomeMy WebLinkAbout42952-Z �o�g1jEE0tk oy Town of Southold 1/29/2020
o , P.O.Box 1179
v' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
i
No: 41027 Date: 1/29/2020
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 755 Harbor Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 97.-6-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/9/2018 pursuant to which Building Permit No. 42952 dated 8/15/2018
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 COVERED FRONT PORCH,TO AN EXISTING ONE
FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Dimeglio, Stephen&Doreen
V of the aforesaid building.
G
i
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42952 12-23-2019
A
PLUMBERS CERTIFICATION DATED 12-17-2019 ('\SteplpkDimeglio
P
ut rize S ature
gufrail(
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
oy . SOUTHOLD, NY
�QI � Sao
a 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)
4
Permit#: 42952 Date: 8/15/2018
Permission is hereby granted to:
Dimeglio, Stephen & Doreen
755 Harbor Ln
j Cutchogue, NY 11935
To:
construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
755 Harbor Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-6-8
Pursuant to application dated 8/9/2018 and approved by the Building Inspector.
To expire on 2/14/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $495.20
CO -ADDITION TO DWELLING $50.00
Total: $545.20
Bui ing Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. � —
New Construction: Old or Pre-existing Building: V"'_ (check one)
Location of Property:
f House No. Street Hamlet
Owner or Owners of Property:
/Suffolk County Tax Map No 1000, Section 91 Block (� Lot
Subdivision Filed Map. Lot:
Permit No. L' a— Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applica t Signature
F SO�jp�®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 117Q .devlin(-town.southold.n us
Southold,NY 119711 sean
-0959 sr` ® �® y'
COW
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To Stephen Dimeglio
Address. 755 Harbor Ln city,Cutchogue st: NY zip. 11935
Building Permit# 42952 section 97 Block 6 Lot 8
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA V-Tech Electric Inc License No: 50322- ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 12 Ceiling Fixtures 3 HID Fixtures
service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 5 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
1 9 P
Transformer Appliances Dryer Recpt Emergency
Fixtures Time Clocks
Disconnect Switches Twist Lock Exit Fixtures
Combo SD/CO
Other Equipment Hood, Fridge, Micro, Warming Drawer, Dual Oven, DW, 12 Circuit Sub Panel
Notes
Inspector Signature: Date: December 23, 2019
u
S Devlin-Cert Electrical Compliance Form As
�ypF SOUr�,
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 •• `.
Southold,NY 11971=0959
- r _
a' BLTILDING DEPARTMENT
DEC 1 7 2019 TOWN OF SOUTHOLD
y CERIIFICATiON
I,
Date:
Building Permit No. G f Z l S
Owner: STS PLie 0 1�4LE, L-Lo
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leaseprint)
Plumber: 0-1,kG- � -
(Please print)
I certify that the solder used in the water supply s m contains less than 2/10 of I%
lead.
t
umbers ignature)
Sworn to before me this
day of.>�+(, 20�
e
Notary Public, County
CONNIE D.BUNCH
Notary Public,State of New York
No.01 BU6185050
Qualified in Suffolk County
Commission Expires April 14,2-01
q,ycv502vrjfso
* # TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ /FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
.O�Vl? NAA40 1�
DATE 1 INSPECTOR - AALA
�o�apF SOUTyOIo
TOWN OF SOUTHOLD BUILDING DEPT.
°`ycouN►v,��'' 765-1602
INSPECTION
[ F NDATION 1 ST [ ] ROUGH PL13G.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE
1 lO INSPECTOR
ho��OF SOUIyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ];YOUNDATION
NDATION 1 ST [ ] ROUGH PLBG.
[ 2ND [ ] INSULATION
IL
/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAI 11.KING
RE ARKS: \�mio x —
L7
JADATE 1/2,4299 INSPECTOR-
OF SOUjyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE / INSPECT-OR �
�� �pP SOUIH
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# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
- INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
DVI Q
- DATE INSPECTOR
SOUI
= * # TOWN OF SOUTHOLD 'BUILDING DEPT.
`ycn765-1802
- A NSPEC=TIO=N
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] ULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY- - [ ] FIRE SAFETY INSPECTION `
[ ] FIRE RESISTANT CONSTRUCTION- [ ]- FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUG [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATIO CC [ ] PRE C/O
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# # =TOWN OF SOUTHOLD BUILDING DEPT.
�ycourme 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ , ] ROUGH PLBG.
[ - ] FOUNDATION 2ND f ' ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL -
J[ ] FIREPLACE"& CHIMNEY [ ]" FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) K,r/
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[ ] CODE VIOLATION " ] PRE C/O
REMARKS:
DATE " INSPECTOR
1 • ' • • • 1
FOUNDATION (IST)
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL PkrdnvfH-ealth
SOUTHOLD, NY 11971as of Building Plans
TEL: (631) 765-1802 Pl'a�oard approval
FAX: (631) 765-9502 ey
So'utholdtownny.gov PERMIT NO. 4 q Check
C. i J
des
Application
L� Flood Permit
Examined 2
0 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
• Contact:
A(proved '209"
20 p} DD1 N4- ,.10
Disapproved a/c
i
Phone: SC 4 '57-3- Lh I? i
Expira 'on ` 20
B nspector
UL 1 2018 APPLICATION FOR'BUILDING PERMIT
BUILDING DE Date. - �`-.��@ , 20��
TO,Mi O ¢? T OLD INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets-of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shat l be kept on the premises available for inspection throughout the Work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized.has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no'zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter, a new,permit shall be required.
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, or alterations or for removal or demolition as herein described. The
applicant agrees to co w' icable laws, ordinances,building code,housing code, and regulations, and to admit
author ors �r building for necessary inspections.
AUG a 9 2018 (Signature of applicant o ame,if a corporation)
BUILDING DIEPT. 7 S� HRR(ia2 L4&3 E w Tt.�oc�J,� u 3
Tqy' i P;r'soTy @1m (Mailing address of applicant)
r '
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
i
Name of owner of premises SmE�?He1_1
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
f
(Name and title of corporate officer) '
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No. .
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section Block ( Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises anddritended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
�4) Estimated Cost , Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units d Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
' 0
7. Dimensions of existing structures, if any: Front q -1 Rear 7 Depth Z
Height /s ,Number of Stories pkj�
Dimensions of same structure with alterations or additions: Front !3- ' Rear ��f
Depth r,, 2—' Height t f;7'. Number of Stori s�; o,.'e -t m
` { i ��) 'fir ti; -- ?�_��.' i, r •
8. Dimensions of entire new construction: Front s a Rear 3LJ a , Depth Z 4
Height 1 5° Number of Sfories' ^ollJdi L
9. Size of lot: Front Z-a .3 -Rear- 's®-7, Depth SS s®
10. Date of Purchase Z-1 -1 Name of F6rmer Owner
11. Zone or use district in which premises are situated; fto
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed-from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect 'Address' Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater'wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C: PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.,
16. Provide survey,to scale, with accurate foundation plan and distances to property�f�n,'� . ' 4-':_'_` :_' 'c�,.l ;�?
F
U
"--n'urvey�A
17. If elevation at,any point on property is at 10 feet or below, must provide topographical dl
18. Are there any covenants and restrictions with respect to this property? * YES N0
* IF YES, PROVIDE A COPY. yF. ,r• `r ." `
STATE OF NEW YORK)
SS:
COUNTY OFyr-5d(
0:414"W-� P being-'duly sworn,deposes and says that(s)he is the applicant
(Name of in ividual signing c tract)above named,
(S)He is the Ye "-r-
(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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith. KATHERINE ADRAGNA
Notary Public,State of New York
4787442
Sworn tobefore me this Quali�fieed n No.
county
day of -,l uG� 20 /f Commission Expires 12-31-2021
Notary Public Signature of pplicant
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Division of Environmental Permits,Region 1
SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790
P•(631)444-03651 F:(631)444-0360
www.d ec.ny gov
NO PERMIT NECESSARY
July 25, 2018
Stephen DiMeglio
755 Harbor Ln.
Cutchogue, NY 11935
Re: DEC ID #1-4738-03625/00002
DiMeglio Property
755 Harbor Ln.
Cutchogue, NY 11935
SCTM# 1000-97-6-8
Dear Mr. DiMeglio:
The Department of Environmental Conservation (DEC) has completed a review of your proposal
to construct a new addition with a porch onto the existing single-family dwelling, located more
than 75 feet from DEC-regulated tidal wetland boundaries, as shown on the plans prepared by
Stephen DiMeglio, dated July 24, 2018.
Based on the information you submitted, DEC has determined that the project is listed in the
Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5 #26) as a use not requiring a
permit. Therefore, no permit is required under the Tidal Wetlands Act (Article 25) of the
Environmental Conservation Law. As such, enclosed, we are returning the application fee check
(#280).
Be advised, any additional work or modification to the project as described may require DEC
authorization. Please contact this office if such activities are contemplated.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
Sinc rely,
Laura Scovazzo
Deputy Permit Administrator
Ifs
cc: BMHP-TW
file
NEW YORK Department of
OPPORTUNITY Environmental
Conservation
o� fOLIr, BUILDING DEPARTMENT-Electrical ( b r
�5
TOWN OF SOUTHOLD [�
Town Hall Annex - 54375 Main Road - Box 1179 209
Southold, New York 11971-0, VAR
Telephone (631) 765-1802 - FAX(631) 765-9502
roger.richert _town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: _ -rbc, E 1 C.
Name: p
License No.: ME SOT,-L7- email A,-[E 14, c.o M
Address: 1 �tJ►
Phone No.: C=A4&2 2-1-7 Com.FL O
JOB SITE INFORMATION: (All Information Required)
Name: S 1 Ca o
Address: A 0 -w 11935
Cross Street: T 2
Phone No.:
Bldg.Permit#: t�'Lg,S'-L email:Sp111 ML%0
Tax Map District: 1000 Section: Block: (0 Lot: 90
BRIEF DESCRIPTION OF WORK(Please Print Clearly) QOn o0 mo V--aL44aJ
Circle All That Apply:
Is job ready for inspection?: YE NO_ ough In Final
Do you need a Temp Certificate?: YES N® Issued On
O
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground - Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
-
PAYMENT DUE WITH APPLICATION
82-Request for Inspection Formyls
e
FFQ
Scott A. Russell ,� °�u � S'7C'OIKI��I WATIE]E.
SUPERVISOR J
AMIA1��T
ASG]EMUEN T
l SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 'kr� Town of Southold
I
4 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
r
E ( TO BE COMPLETED BY THE APPLICANT )
F
DOLES THIS PROJECT EC T INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY
e ❑® A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑0 B. Excavation or filling involving more than 200 cubic yards of material .
within any parcel or any contiguous area.
❑a C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑Ef D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you-answered-YES_to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date:
District
NAME: }4 ] VI�,ASGl.i C>
Irmo Section Block Lot
FOR BUILDING DEPARTMENT USE ONLY'" *
Contact Information
ffdcPhone NUInhaO \� Reviewed By: �
- - — — — — — — — — — — — — — — — —�
Date:
Property Address/Location of Construction Work: — — — — — -- -
- — — — — — — — — —
p i M Approved for processing Building Permit.
7H�' LAI- Stormwater Management Control Plan Not Required.
— — — — — — — — — — — — —
eJ'4t�-1�� PCi 19 j ❑ Stormwater Management Control Plan is Required.
\ ` (Forward to Engineering Department for Review)
FORM # SMCP TOS MAY 2014 _%
G
c
O� �G Telephone 631 765-1802
� Town Hall Annex �,Z► ¢ p ( )
54375 Main Roado Fax(631)765-9502
P.O. Box 1179 y =
Southold, NY 11971-0959
-C'--- -----------T- - - ---- --- ------ -----------BSJ1Ll?INS-DEPARTMENT-------------
NOTICE
----–NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner:
Location of Property: BIAS&30- LAO E C_,r t G-,JtE J19-3S
Please take notice that the (check applicable line):
New commercial:or,.-residential structure ;
`Addition to,existing commercial or residential structure
Rehabilitation`to,,an existing-commercial or residentia[structure
to be.,constructed or performed at the subject property reference above Willa utilize
(check applicable line):
Truss type construction (TT)
Pre-en ineered'wood"construction PW
G �+ ( )
Timber construction.(TC)
in the following location(s) (check'applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
F r and roof�framing (FR)
° Signature:
y
Name (pers submitting this form): z�Jt uo
Capacity heck applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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REScheck Software Version 4.6.5
Compliance Certificate
Project Proposed Additions to the Dimeglio Residence
Energy Code: 2015 IECC
Location: Cutchogue, New York
Construction Type: Single-fancily
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
755 Harbor Lane Stephen Dimeglio Joseph Mile,AIA
Cutchogue,NY 11935 755 Harbor Lane Architect
Cutchogue, NY 11935 84 Vidoni Drive
Mount Sinai, NY 11766
631-473-5410
a
jmile@optonline.net
00. a o, o To .-�s'.', "s"fir s"-{is;-sem' .j,�'=a,�"_��+• �"j -
Compliance- 1.4%Better Than Code Maximum UA: 70 Your UA. 69 Maximum SHGC: 0.40 Your SHGC: 0.25
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home
Envelope Assemblies
Gross Area Cavity Cont.
Assembly or U-Factor UA
Wall 1:Wood Frame, 16"o.c. 350 21.0 0.0 0.057 13
Window(DH):Wood Frame:Double Pane with Low-E 84 0.250 21
SHGC: 0.26
Door 1: Glass 42 0.310 13
SHGC:0.24
Ceiling 1st: Flat Ceiling or Scissor Truss 103 19.0 0.0 0.051 5
Ceiling 2: Cathedral Ceiling 132 19.0 0.0 0.052 7
Crawl 1: Solid Concrete or Masonry 131 0.0 10.0 0.101 10
Wall height:4.5'
Depth below grade:3.0'
Insulation depth: 3.0'
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The propose6-building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.5 and to comply with the mandatory requirements listed inzthe REScheck Inspection Checklist.
Name-Title Signature Date 9 ('
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Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD—Projects\JLM—Architect\Dimeglio—Res\Dimeglio Residence\Dimeglio Page 1 of 9
Residence.rck
CREScheck Software Version 4.6.5
NJ Inspection Checklist
Energy Code: 2015 IECC
Requirements: 100.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
Section plans Verified Field Verified
°Pre-Inspection/Plan Review, Comlies -,. , Comments/AssumValue ptions
& Re .ID
103.1, :Construction drawings and
r. u
_.❑Complies ,;1
Requirement will be met.
'-7
103•2 :documentation demonstratee ❑DoesNot
I
[PR1]1 ;energy code compliance for the (` - e, 2A,
j.,❑Not Observable
;building envelope.Thermal
envelope represented on .` ,, ❑Not Applicable ;
construction documents.
103.1, ;Construction drawings and 1 =3 "-. "'_ ;`: .;` "v``=t _ £. ❑Complies ;Requirement will be met.
103.2, :documentation demonstrate _ `:x:' Y- ',"' ,. ❑Does Not
403.7 ;!energycode compliance for -'; T}. "_` °° _ 4.
[PR3]1 ;lightiand mechanical systems. '; : '' ❑Not Observable
Systems serving multiple rt _ ; _ _ 'y: s.,` u . ' a. +i❑Not Applicable
;dwelling units must demonstrate -f
;compliance with the IECC sy
w
;Commercial Provisions. U`5 ;'
302.1, Heating and cooling equipment is Heating: Heating: ;❑Complies ;Requirement will be met.
403.7 isized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not
[P12J?-,., syon loads calculated perACCA ; Cooling: Cooling:
t <.- 9 ![-]Not Observable
"Manual or other methods ; ; ;
} ] Btu/hr , Btu/hr
`I°5approved by the code official. ;❑Not Applicable ;
Additional Comments/Assumptions:
i
I'
1 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 13 Low Impact(Tier 3)
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio_Res\Dimeglio Residence\Dimeglio Page 2 of 9
Residence.rck
"Section, -Plans Verified,' Field Verified
Foundatidn Inspection Complies Comments/Assumptions
&:Req.ID Value Value
402.2.11 ;Unvented crawl space wall R- R- ;❑Complies ;See the Envelope Assemblies
[F07]1 insulation R-value. :table for values.
R- R-
; ;❑Not Observable ;
❑Not Applicable
303.2 Unvented crawl space wall -_ ❑Complies ;Requirement will be met.
[F08]1 insulation installed per ❑Does Not ;
manufacturer's instructions.
f ,❑Not Observable
,]❑Not Applicable ;
402.2.11 ;Unvented crawl space continuous '�❑Complies ;Requirement will be met.
[FO9]1 :vapor retarder installed over .p []Does Not
;exposed earth,points overlapped
by 6 in.and sealed,extending at
❑Not Observable
least 6 in. up and attached to the yi = ❑Not Applicable ;
;wall.
402.2.11 ;Unvented crawl space wall M in. ; in. ;❑Complies :See the Envelope Assemblies
[FO10]1 insulation depth of burial or ;❑Does Not ;table for values.
:distance from top of wall.
;❑Not Observable
❑Not Applicable
303.2.1 ;A protective covering is installed ;❑Complies ;Exception: Requirement is
F011 z'
tor protect exposed exterior ` '
[ ] P P ❑Does Not :not applicable.
J ;insulation and extends a; ..minimum of 6 in. below grade. =`R, = []Not Observable ;
]❑Not Applicable
403:9• ;Snow-and ice-melting system ❑Complies ;Exception: Requirement is
[F012], ;controls installed. _ $ "El Not not applicable.
'❑Not Observable
[s' ';❑Not Applicable
Additional Comments/Assumptions:
�I
ti
�I
1 High Impact(Tier 1) 2, 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio_Res\Dimeglio Residence\Dimeglio Page 3 of 9
Residence.rck
'Section Plans Verified Field-Verified,
Framing/Rough-In InspectionComplies?. Comments/Assumptions
&.•Req.ID Value Value
402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope assemblies
402.3.1, average). ; ;❑Does Not I table for values.
402.3.3,
402.5 J--]Not Observable
[FR2]1 ; ;❑Not Applicable ;
;
303.1.3 ;U-factors of fenestration products . :` ❑Complies ;Requirement will be met.
[FR4]1 :are determined in accordance 4 j ❑Does Not
;with the NFRC test procedure or
;taken from the default table. " ❑Not Observable
❑Not Applicable ;
402.4.1.1 ;Air barrier and thermal barrier .J❑Complies :Requirement will be met.
[FR23]1 installed per manufacturer's (j o- ", ; �' _. ❑Does Not
instructions.
4 .w ❑Not Observable
❑Not Applicable
402.4.3 ;Fenestration that is not site built x° _ ❑Complies ;Requirement will be met.
[FR20]1 :is listed and labeled as meeting rd,
-]Does Not
J ;AAMA/WDMA/CSA101/I.S.2/A440
:or has infiltration rates per NFRC t ' ❑Not Observable
400 that do not exceed code _7 _❑Not Applicable ;
;limits.
402.4.5 IC-rated recessed lighting fixtures • ❑Complies :Requirement will be met.
[FR16]2 }sealed at housing/interior finish ❑Does Not
and labeled to indicate:52.0 cfm y.
;leakage at 75 Pa. ;>. ❑Not Observable
y J❑Not Applicable
403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met.
[FR12]1 insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >_
R-6 where < 3 inches.Supply and ❑Not Observable
return ducts in other portions of ❑Not Applicable ;
;the building insulated >= R-6 for ;
diameter>=3 inches and R-4.2
:for< 3 inches in diameter. N
f,e
403.3.5 ;Building cavities are not used as r° . "[]Complies ;Requirement will be met.
[FR15]3 ducts or plenums. ❑Does Not
V
,-,)[-]Not Observable
-` ❑Not Applicable
403.4 HVAC piping conveying fluids R- ; R- ;❑Complies ;Exception: Requirement is
[FR17]2 above 105°F or chilled fluids ;❑Does Not :not applicable.
_
'below 55°F are insulated to>_R-
3.
❑Not Observable
;❑Not Applicable
403.4.1 :Protection of insulation on HVAC " " ❑Complies ;Exception: Requirement is
[FR24]1 :piping, ;❑❑Does Not :not applicable.
Not Observable '
j❑Not Applicable
403,5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met.
[FR18]Z !>_R-3. ;❑Does Not
l� ;❑Not Observable '
❑Not Applicable
403.6• Automatic or gravity dampers are ❑Complies ;Requirement will be met.
;[FR19]z. `.,installed on all outdoor air =n i❑Does Not
?intakes and exhausts. a
� , -� 3❑Not Observable
"t ❑Not Applicable ;
Additional Comments/Assumptions:
i
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11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio_Res\Dimeglio Residence\Dimeglio Page 4 of 9
Residence.rck
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Y
i
f
6
I
4
4
II
I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
f
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_ProjectsVLM_Architect\Dimeglio_Res\Dimeglio Residence\Dimeglio Page 5 of 9
Residence.rck
Section
Plans Verified;, Field Verified'.'
Insulation Inspection: -.°Complies?,'.°L Comments/Assumptions--,-Value, f
&'lteq.ID E. " Valuek
303.1 jAll installed insulation is labeled i _` - ', ^ x=' f - -I❑Complies
:RequirementY5willPbe met.
[
IN13]2, $or the installed R-values
] a provided. k:.,```- ❑Does Not
K''° ❑Not Observable
3y:. .. ❑Not Applicable
r
402.1.1, ;Wall insulation R-value. If this is a: R- R- ;❑Complies ;See the Envelope Assemblies
402.2.5, :mass wall with at least 1/z of the 11 Wood ;El Wood ;❑Does Not :table for values.
402.2.6 wall insulation on the wall
[IN3]1 :exterior,the exterior insulation ;❑ Mass mass UNot Observable
requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable ;
303.2 ;Wall insulation is installed peri=.+£' `i; .= `'`:xR= ',_ j r ❑Complies ;Regwrement will be met.
[IN4]1 manufacturer's instructions. El
Does Not
❑Not Observable '
❑Not Applicable
Additional Comments/Assumptions:
i
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C
If
1 High Impact(Tier 1) ' 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
4
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio_Res\Dimeglio Reside nce\Di meg I io Page 6 of 9
Residence.rck
`Section1. Plans Verified - ,Fielc!\/erifieil'.
#" Final Inspection,Provisions Complies. Comments/Assumptions
,&.Re .ID Value-, Value
402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values.
402.2.2,
402.2.6 ; ;E] Steel ;E] Steel ❑Not Observable
[FI1]l :❑Not Applicable
303.1.1.1, ;Ceiling insulation installed per .> ms,4',❑Complies :Requirement will be met.
303.2 manufacturer's instructions. ❑Does Not
[FI2]1 ;Blown insulation marked every
300 ftp. +" []Not Observable
❑Not Applicable
`402:2.3 'vented attics with air permeable ° ❑Complies ,Requirement will be met.
a[1`I22]2, �insulation include baffle adjacent r ;4 _s ±❑Does Not
ato soffit and eave vents that ❑Not Observable '
extends over insulation.
J❑Not Applicable
402.2.4 ;Attic access hatch and door R- R-. ;❑Complies :Requirement will be met.
[FI3]1 �insulation >R-value of the :❑Does Not
;adjacent assembly. '❑Not Observable
❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met.
[FI17]1 :ach in Climate Zones 1-2,and :❑Does Not
<=3 ach in Climate Zones 3-8. ❑Not Observable
:[:]Not Applicable
403.3.4 ;Duct tightness test result of<=4 ; •cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is
[FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not :not applicable.
<=3 cfm/100 ft2 without air ❑Not Observable
:handler @ 25 Pa. For rough-in ; ;
tests,verification may need to :❑Not Applicable ;
:occur during Framing Inspection.
403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is
[F127]1 :determine air leakage with ft2 ft2 ;❑Does Not :not applicable.
;either: Rough-in test:Total ;
;leakage measured with a ❑Not Observable 1
pressure differential of 0.1 inch !❑Not Applicable
:w.g.across the system including
;the manufacturer's air handier I ;
:enclosure if installed at time of
;test.Postconstruction test:Total
;leakage measured with a ;
:pressure differential of 0.1 inch
;w.g.across the entire system ;
:including the manufacturer's air
;handler enclosure.
403.3.2.1 ;Air handier leakage designated ❑Complies :Exception: Requirement is
[FI24]1 :by manufacturer at<=2%of '` ti ;;` ❑Does Not not applicable.
design air flow. : ;
❑Not Observable
�]❑Not Applicable
r „n;« _:.
403.1.1 ,Programmable thermostats ,. ;�; ,.,, ,� - ``��}�-� �. ";;,y.,. ❑Complies ,Exception: Requirement is
:not applicable.
[FI9)z installed for control of primary '" `= ❑Does Not pp
'heating and cooling systems and g`
3
[]Not Observable
initially set by manufacturer to
i code specifications. --. ❑Not Applicable
403':1.2` ;Heat pump thermostat installedf - ';°❑Complies :Exception: Requirement is
[FP10]2 on heat pumps. t4 ❑Does Not not applicable.
1❑Not Observable
°f j� ❑Not Applicable
:403.5:1 ;Circulating service hot water ❑Complies ;Exception: Requirement is
[FI11]2 ;systems have automatic or -„F°<"-`«y; ' `,_... ❑Does Not :not applicable.
l accessible manual controls.
[]Not Observable '
❑Not Applicable
k
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3)
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio_Res\Dimeglio Residence\Dimeglio Page 7 of 9
Residence.rck
Section on;,-'.
Plans Verified Field!lerified
# Final Inspection.Provisions Complies?'- ` Comments/Assumption •
& Req.ID Value. Value. '
403.6.1 ;All mechanical ventilation system ❑
•_ - r'?- _,`-. ,<� Complies ;Requirement will be met.
[FI25]2 Mans not part of tested and listed fzf '❑Does Not
HVAC equipment meet efficacy
P .and air flow limits. ❑Not Observable
j l.. ; ❑Not Applicable
403.2 'Hot water boilers supplyings'iaE.y,;
z heat
❑Complies :Exception: Requirement is
[F[26] ,through one-or two-pipe heating F"❑ :not licable,
a -
t" - Does Not PP
systems have outdoor setback
control to lower boiler water ' = }❑Not Observable ;
temperature based on outdoor;temperature.
,❑Not Applicable
t
atemper
ure.
403,5:1.1 #Heated water circulation systems 1 `r ,.";y t+ ._`-: ❑Complies ;Exception: Requirement is
'[F128]z have a circulation pump.The f El Does Not not applicable.
;system return pipe is a dedicated[
return pipe or a cold water supply: )❑Not Observable
e s- ❑Not Applicable
pipe. Gravity and thermos-
syphon
hrmo s..'
+syphon circulation systems are
not present.Controls for
° 3circulating hot water system '
w:
3 pumps start the pump with signal
,for hot water demand within the
a occupancy.Controls
automatically turn off the pump °
when water is in circulation loop
is at set {'
-point temperature and
I �>' ;f�.` ,.�, •; � ,
I no demand for hot water exists.
403;5.12. Electric heat traces stemsCOM
plies ;Exception: Requirement is
[FI29]2 .comply with IEEE 5 5.1 or UL Does Not
j P Y (-' ❑ :not applicable.
515. Controls automatically
;adjust the energy input to the ".,`gs , `- ` _ ❑Not Observable
heat tracing to maintain the 6 _ - []Not Applicable
1desired water temperature in the
ipiping. r ;
403.5.2 Water distribution systems that "`$}a ;' P*-;,❑Complies :Exception: Requirement is
[F130]z„ `•:I have recirculation pumps that a ' ;. , T„` :-__ ,R ' .`a- _{;❑Does Not ;not applicable.
pump water from a heated waterZ._
supply pipe back to the heated ' Q ❑Not Observable
4` water source through a cold ? `'_ f q❑Not Applicable
water supply Pipe have a -_
(demand recirculation water
;system. Pumps have controls
,;that manage operation of the - >'
` pump and limit the temperature `r '
of the water entering the cold
;water piping to 104°F.
„-_ ..
❑Com
lies ;Exception: Requirement is403.5.4 ;Drain water heat recovery units
,tested in accordance with CSA 3"a ,.r _ :❑Does Not :not applicable.
IB55.1. Potable water-side
pressure loss of drain water heat ;LL ❑Not Observable ,
recovery units<3 psi for
1❑Not Applicable
individual units connected to one
or two showers. Potable
t = ;
a e water-
aside pressure loss of drain water
heat recovery units <2 psi for ';,
individual units connected to
lthree or more showers. ' `
404.1 ;75%of lamps in permanent tt '- ❑Complies ;Requirement will be met.
[F16]1 :fixtures or 75%of permanent t9"* " Y".,�-- ❑
;fixtures have high ylamps. Does Not ;
efficacy t ; � e` ;
Does not apply to low-voltage E [:]Not Observable
lighting. ' - .'r5rt ;x : `z, I❑Not Applicable
�_
404.1.1 ;Fuel gas lighting systems have ;;;{;: J' `, f ` =°_>. =,'❑Complies :Exception: Requirement is
(FI23]3 ;no continuous pilot light. not applicable.
P 9 Doe
[]Not
Not
❑Not Observable
[]Not Applicable
1 High Impact(Tier 1) 1`2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio_Res\Dimeglio Residence\Dimeglio Page 8 of 9
Residence.rck
I "
s'Final`Inspection-Provision§ ` ' Plans Verified„ Field\/erified ' ;Complies?" ° Comments%Assume#ioeis
gID Value_ Value. ;
....
401.3 ;Compliance certificate posted. °-x.;v," '` - _. ❑Complies ;Requirement will be met.
El
Does Not
;
❑Not Observable�14 ;
. ❑Not Applicable
°:�;..,."may,_`.
p 303,3 ;Manufacturer manuals for I"xr=: `` l'{° y i` "3F` ❑Complies ;Requirement will be met.
[FI18]3 s _ mechanical and water heating "j° ❑Does Not
j
systems have been provided.
, l❑Not Observable
;;❑Not Applicable
Additional Comments/Assumptions:
u
it
h
I
1 High Impact(Tier 1) 2" Medium Impact(Tier 2) 13,1 Low Impact(Tier 3)
Project Title: Proposed Additions to the Dimeglio Residence Report date: 07/10/18
Data filename: M:\ACAD_Projects�LM_Architect\Dimeglio Res\Dimeglio Residence\Dimeglio Page 9 of 9
Residence.rck
p J
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AI '015 IECC Energy
J Efficiency Certificate
Insulation . RNalUe
Above-Grade Wall 21.00
Below-Grade Wall 10.00
Floor 0.00
Ceiling 1 Roof 19.00
Ductwork(unconditioned spaces):
Door Rating e
Window 0.25 0.26
w Door 0.31 0.24
Aeatinw
e . Cooling Equipfrient
Heating System•
Cooling System•
i
Water Heater•
Name• Date•
Comments
a
i
I
SURVEY OF PROPERTY
SITUA TED A T
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-97-06-08
SCALE 1 "=30'
FEBRUARY 23, 2006
AUGUST 31, 2006 LOCATED FLAGGED WETLANDS
AREA = 88,710.39 sq. ft.
2.037 cc.
CERTIFIED T0:
STEPHEN DIMEGLIO
DOREN DIMEGLIO
ATLANTIS NATIONAL SERVICES
ASSOCIATED MORTGAGE BANKERS INC.
OAF TRUST9E
o� NTUTHILL. t EAS
CREE(EtJCE -"
g>r,� WIL�i E��:;::::•::': 3 ,>Ir< o NES CREED)
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ZCHAy E L NpEN
M'VICHELL
PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
13Y THE LI ALS. AND APPROVED AND ADOPTED
FOR SUCH USE BY THE NEW YORK STATE LAND
TI.ILE
OF tide
4r A
50467
UNAUTHORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VIOLATION OF Nathan
SECTION 7209 OF 7HE NEW YORK STATE Taft Corwin 111.
' EDUCATION LAW.
COPIESOF THIS SURVEY MAP NOT BEARING Land
� Surveyor
THE LAA ND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAT. SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY SuCcesSor T0: Stanley J. Isaksen, Jr. L.S.
IS PREPARED, AND ON HIS BEHALF TO THE Jose hA Ing g
noTITLE COMPANY. GOVERNMENTAL AGENCY AND L.S.
LENDING INSTITUTION LISTED HEREON, AND Titi
TO THE ASSIGNEES OF THE LENDING INSTI— surveyse — Subdivisions — Site Plans — Construction Layout
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAKING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road
ANY. NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947P.O. Box 16
Jamesport, New York 11947
I
WARNING: IT IS A VIOLATION OF HE
LAW FOR ANY PERSON, UNLESS
D ACTING UNDER HE DIRECTION OF A
LICENSED ARCHITECT, TO ALTER AN
ITEM IN ANY WAY, IF AN ITEM
PLUMBER CERTIFICATION BEARING THE SEAL AN
ARCHITECT IS ALTERED
, HE
SHALL AFFIX
ON LEAD CONTENT BEFORE TOT HIS/HER INGCIT MEC HE SEAL AND
CERTIFICATE OF OCCUPANCY HE NOTATION "ALTERED BY"
FOLLOWED BY HIS/HER SIGNATURE
AND THE DATE OF SUCH
TYPICAL I"x3" SOLDER USED IN WATER ALTERATION, AND A SPECIFIC
OVER I"x8" RAKE BD. SUPPLY SYSTEM CANNOT DESCRIPTION OF THE ALTERATION.
EXCEED 2/10 OF 1% LEAD. AP ROVED AS NO EDALTERED BY:
DATE: - DATE:
B.P.#
FEE: SIGNATURE:
s.02�} BY: DESCRIPTION OF ALTERATION:
WOOD LAP SIDING P�-UMBING NOTIFY BUILDING DEPAR NT AT .
12
EXPOSURE 8 STAIN ,ALI.'PLUM31NG WASTE 765-1802 8 AM TO 4 PM FOR THE
TO MATCH EXIST. &WATER NEED FOLLOWING INSPECTIONS:
a. TASTING BEFORE C UERINO I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
_ REV-
REQUIREMENTS OF THE CODES OF NEW -
. YORK STATE. NOT RESPONSIBLE FOR
Il exterior fighting
DESIGN OR CONSTRUCTION ERRORS. is >talled, replaced or
(E) Ll
�— rc aired shall conform
(E) (E) (E) E to Chapter 172
(E) (E) COMPLY WITH ALL CODES OF A the Town Code
cE) NEW YORK STATE & TOWN CODES
---- AS REQUIRED AND CONDITIONS OF
—-_ (E)
7BA
(E) N — APPROX. GRADE �8 � �" QARD
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rJ 1, f L1 SEE DETAIL D/A4 rj L,
—J L — J L — J RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE. OCCUPANCY OR
USE IS UNLAWFUL
Manuals WITHOUT CERT
ustprovideM Ui
OF OCCUPAN�'�'r` D
D, J and S as per o
NYS Energy Code o
s
I I ` / ELECTRICALFROI T EL,E V AT I ON � INSPECTION REQUIRED
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and c3uctwork z
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L — J L — J L — —I _ _ — — — EXPOSURE E STAIN
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ALE: 14"= I'—D" SCALE: 114"= I'-0" SCALE:
DRAWN BY: tiLm
DATA 07/06/18
0
OF 5
WARNING: IT IS A VIOLATION OF THE
LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT, TO ALTER AN
ITEM IN ANY WAY, IF AN ITEM
BEARING THE SEAL OF AN
ARCHITECT IS ALTERED, THE
25-5 t 25-2" ABBREVIATIONS ALTERING ARCHITECT SHALL AFFIX
TO HIS/HER ITEM THE SEAL AND
EXIST. THE NOTATION 'ALTERED BY'
A.F.F= ABOVE FINISHED INT= INTERIOR FOLLOWED BY HIS/HER SIGNATURE
FLOOR MIN= MINIMUM AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC
ALT= ALTERNATE NTS= NOT TO SCALE DESCRIPTION OF THE ALTERATION.
BD= BOARD #= POUND OR NUMBER
ALTERED BY:
CJ= CEILING JOIST
OG= ON CENTER
CLG= CEILING OH= OVERHANG DATE:
COL= COLUMN OPG= OPENING SIGNATURE:
DR= DOOR PL= PLATE DESCRIPTION OF ALTERATION:
EXT= EXTERIOR P.T= PRESSURE TREATED
FAI= FRESH AIR INLET RR= ROOF RAFTER
p FJ= FLOOR JOIST SD-- SMOKE DETECTOR
T FND= FOUNDATION SR= SHEETROCK
F.P.S.G= FIRE PROOF TEMP= TEMPERED
13/4' x _ 111/4' M.L. _ _ _ _ PORCH _ HEADER _ _ SELF CLOSING TOS= TOP OF SLAB
m FT- FOOT OTI G .
F T T. TOP OOR F L
WALL
GL= GLASS TYP= TYPICAL
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__--- __ - LU ( GYP= GYPSUM W/O= WITHOUT REV:
__---—__ Q HD= HEAD
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HT- HEIGHT
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0WL= WALL
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GOV'D. PORCH
I \ U
m 2452 - 2 3 - 2' x 8' 32 - 2 C I BUILDING INFORMATION
3 - 7c% 8, � 3 _ I ',j. ' BUILDING Q. T.
Ep
GSI3 \ Ist FLOOR (EXISTING) = 2,195 S.F.
LL6' c0 __ 19'-2' 6' I •� 15t FLOOR (ADDITION) = 205 S.F.
� I
z I X �� o -- �� X -� I LEGEND =
• o _ H KITGHE�1 - �T X SUB—TOTAL 2,65 S.F.
cv AFI \ ��' N B / EXISTING WALL CONSTRUCTION PLAN NOTES:
A I It N I st FLOOR (GARAGE) = 250 S.F.
cv DW N A I = DN - _______= ALL EXTERIOR WINDOWS SHALL BE MANUFACTURED BY ANDERSEN, SERIES 200, COVD. PORCH = 605 S.F.
m� a0 EXISTING CONSTRUCTION TO BE REMOVED I.
m I 1 m AS SPECIFIED ON PLANS. GLAZING SHALL BE HIGH PERFORMANCE LOW-E �
I o o NEW 2"x4" STUD WALL TO BE CONSTRUCTED INSULATED WITH GRILLES BETWEEN THE GLASS. PROVIDE STANDARD INSECT Z
AFI p I SCREENS FOR ALL OPERABLE WINDOWS. PROVIDE STANDARD WINDOW
INFILL EXIST. I 7 I I HARDWARE - COLOR AS SELECTED BY OWNER.
DOOR OPENING ----------I
I — GFI
CFI I� O
I I � 3 -0 13/a /a O x I I� M.L. HDR -
-- --- --------- ------- -- - --- --
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(GENERAL NOTES
WOOD FRAMING NOTES
I. THIS PROJECT MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRG), 8. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH 16. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING I. FOR REQUIRED WOOD FRAME NAILING SCHEDULE SEE SHEET A5.
THE 2016 NYS SUPPLEMENT TO THE UNIFORM CODE, THE 2015 INTERNATIONAL ENERGY ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING
CONSERVATION CODE (IECC), THE 2016 NYS SUPPLEMENT TO THE ENERGY CODE, THE THE CONDUCT OF THE WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE 2. FRAMING LUMBER SHALL BE DOUGLAS-FIR #I £ BETTER STRESS RATED 1,200 POUNDS PER
2015 WOOD FRAME CONSTRUCTION MANUAL, W.F.G.M. 2015, N.F.P.A 70 STANDARD ' THE 9, ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING SQUARE INCH MINIMUM FOR BENDING (Fb) FOR SINGLE MEMBER USE AND 180 POUNDS SEAL
NATIONAL ELECTRICAL CODE' AND THE ZONING OF THE TOWN OF HUNTINGTON. STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO
ARCHITECT IN WRITING FOR APPROVAL. PER SQUARE INCH MINIMUM FOR SHEAR (Fv), AND HAVING A MODULUS OF ELASTICITY OF
THE SATISFACTION OF THE ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE
1,800,000. VALUES ARE FOR SURFACED DRY LUMBER ONLY USED AT 19% MOISTURE CONTENT.
2. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE OF 10. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, CONTRACTOR.
OCCUPANCY, INSPECTION APPROVALS, ETC. FOR WORK PERFORMED FROM AGENCIES TRANSPORTATION'S, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER EXECUTION OF17 ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE 3. ALL PLYWOOD SHEATHING SHALL BE A.P.A. GRADE STAMPED FOR SPECIFIED SPAN, MAD " H L.
HAVING JURISDICTION THEREOF. THEIR WORK. E
,j"». ,,r.. c r `,.•
REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ITS REFERENCED WITH EXTERIOR GLUE AND SHALL BE TO THE FOLLOWING THICKNESSES:
3. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVING THE 11. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS STANDARD NFPATO ALL ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED AND
CONTRACTOR FROM EXECUTION OF ALL WORK IN Ar WITH ALL STATE FOR THEIR WORK WHICH MAY BE REQUIRED. INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. A. SUBFLOORS (3/4") L, s
AND/OR LOCAL CODES. 18. ALL PLUMBING WORK TO BE INSTALLED IN STRICT ACCORDANCE WITH ALL STATE AND B. SHEATHING (1/21
4. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, 12. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB LOCAL CODES. MATERIALS FOR WATER SUPPLY AND DISTRIBUTION SYSTEMS SHALL
SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE REGULATIONS AND N RI OR RAI 5 WASTE G. ROOF SHEATHING (1/27
WORKMAN'S COMPENSATION, COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE COMPLY WITH TABLES P2904.4.1, P2904.5, P2904 6 A D MATE ALS F D N
REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION.
PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING AND VENTS SHALL COMPLY WITH TABLES P3002.1 AND P31113 OF THE RESIDENTIAL
WITH WORK. GORE OF NEW YORK STATE 4. PROVIDE STRUCTURAL METAL CONNECTORS BY 'SIMPSON STRONG-TIE CO., INC." AT ALL FLUSH �'?
13. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL
5. U.L. APPROVED SMOKE DETECTORS SHALL BE EITHER PHOTOELECTRIC OR IONIZATION CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON THE 19. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED CONNECTIONS OF STRUCTURAL MEMBERS.
TYPE AND ALL SHALL BE INTERCONNECTED AND DIRECTLY CONNECTED TO A LIGHTING SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL SAME 15 ADDRESSED AND BY SUFFOLK COUNTY HEALTH DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL 5. PROVIDE ALL NECESSARY TEMPORARY SUPPORTS AND BRACING AS MAY BE REQUIRED PRIOR DRAWN BY: JJLM
CIRCUIT WITH NO INTERVENING SWITCH. INSTALL SMOKE DETECTORS AND CARBON RESOLVED. OTHER AGENCIES HAVING JURISDICTION. TO THE INSTALLATION OF NEW STRUCTURAL ELEMENTS.
MONOXIDE DETECTORS IN ACCORDANCE WITH ALL STATE AND LOCAL CODE 14. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT 20. ALL GUTTERS TO BE SEAMLESS ALUMINUM WITH BAKED ENAMEL FINISH. 6. MEMBERS DESIGNATED AS "MICRO-LAM' (M.L.) SHALL BE MANUFACTURED IN ACCORDANCE WITH DATE:, .07/06/18
REQUIREMENTS. AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE
21. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY SPECIFICATIONS BY "TRUSS JOIST ". NO SUBSTITUTIONS SHALL BE PERMITTED
' 6. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. ARCHITECT IN WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE KIND, AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION CONFORMING WITH THE5E WITHOUT THE ARCHITECT'S WRITTEN APPROVAL. ALL BUILT-UP LVL GIRDERS AND
WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING PLANS, NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, HEADERS SHALL BE NAILED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S NAILING
7. ALL MATERIALS" ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE THEREFROM.
SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN SPECIFICATIONS. DESIGN STRESSES ARE AS FOLLOWS: F6= 2,600 P51, E = 1,900,000 P51
RESIDENTIAL CODE OF NEW YORK STATE AND SHALL ALSO CONFORM WITH GENERALLY 15. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND CONNECTION WITH THE WORK, THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILIT
ACCEPTED 5TANDARDS WITH RESPECT TO STRENGTH, DURABILITY, CORROSION EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM GY Q
LEAN AND WORK IS TO BE OF FITNESS FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. 7. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION FOR
RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINAL WOOD CONSTRUCTION, LATEST EDITION.
RECOGNIZED UNDER THOSE STANDARDS. PAYMENT.
8. 4"x4" POST £ 4'x6' POST SHALL MEAN 3-2"x4" £ 3-2'x6' RESPECTIVELY.
OF 5
WARNING: IT IS A VIOLATION OF THE
LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT, TO ALTER AN
2'x 6 STUD WALL @ 16' O.G. ITEM IN ANY WAY, IF AN ITEM
W/ R-21 BATT INSUL. BEARING THE SEAL OF AN
ARCHITECT IS ALTERED, THE
ALTERING ARCHITECT SHALL AFFIX
2'x RIM BOARD TO HIS/HER ITEM THE SEAL AND
NEW PORCH EXIST. THE NOTATION "ALTERED BY"
9/4'TEG 5UBFL0OR FOLLOWED BY HIS/HER SIGNATURE
AND THE DATE OF SUCH
FLR JST ALTS ALTERATION, AND C
SEE PLAN FOR DESCRIPTION OF THE ALTERATION.
SIZE AND SPACING ALTERED BY:
DATE:
I6"X 16" SIGNATURE:
P.GONC. PIER DETAIL-D
DESCRIPTION OF ALTERATION:
W/ 4 - 44 BARS SHEET-A4
ON 24'x24'x I O"
P.CONG. FTG.
W/ 5 - #4 BARS _
R�BATT IN5UL.
T - - - -- - - - -- - -- - - - - -
_ _ __ _ _ _ __ _ __ _ _ _ _ — — _ _ _ __ _ — — _ _ _ _ _ _— a °
I I _-_ _ _ _ _ _ _ _ _ _ GIDE a 3k3'xl/4'SLOTTED
WASHER
2 2' x 10" P.T. DECK GIRDER T 2 2" x 10' P.T. DECK GIRDER
PLATE
L _ \ / a DBL.2'x 6' SOUTHERN PINE P.T. SILL PLATE TO
m r J J \/ 1//2' DI .x 1LL 7 MIN.EMOVER BEDMENT TERMITE SHIELD
2 PER SILL PLT.6'- 12' FROM EACH END PLATE
�� •:,. ANCHOR BOLTS @ 30' O.G.
A REV-
V A I cj U I BV CONCRETE
EwALL
A4
in Pi3 � '° GOV'D. PORCH ABOVE I � DAMPPROOFING
lx i a _ e 2'RIGID IN5UL.
2'-O'HMZ.RIGID IWAL.
L � I
dv!!!io
3�c-W— �.— - — — rtE6G _5DARD = — 2 - 2" x 10' P.T. DECK GIRDER �r1 B MOOD PSI)
MIL VB.
6'UP STEM WAIL20x 10CONTINUOUS
�p I I I IU I I CONCRETE FOOTING
B I ° b I I
(N) CRAWL SPACE -_' I I A) I Iio
GiZA�IL Si�AG DTAI
1 I iv I I SCALE: z
_ lLl
--------- �� ` I I 12' NOTE "A" L J P.T. LEDGER BOARD - V
O LL]
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NOTE 'A' PROVIDE ~ V
52"x 16" CRAWL UP z 7
SPACE ACCESS �`-
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°
co
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Luw
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W (E) GARAGE S.O.Q. N O
N X f-
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(UNFINISHED)
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t 10'-II" t 59'-6" t 27'-II"
EXIST. EXIST. EXIST. 4-4 c�
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O °O o �
FOUNDATION FLAN
SCALE: 114'= 1'-0"
NOTE — "A
FOUNDATION NOTES AT INTERSECTION OF NEW e EXISTING FOUND. WALLS DRILL
6" INTO EXISTING FOUND. WALLS t EPDXY IN PLACE #4 REBAR SEAL
1• ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE EXCAVATION IS 18" LONG, 1'-0" FROM TOP E BOTTOM AND @ 16' O.G
BEGUN. EXISTING UTILITIES SHALL BE LOCATED AND PROTECTED OR REROUTED AS REQUIRED BY
EXCAVATION. ANY OBSTRUCTION ENCOUNTERED DURING EXCAVATION, SUCH AS UNDERGROUND w iwT�
UTILITIES, CESSPOOLS, ETC., SHALL BE REPORTED TO THE ARCHITECT AND WORK TEMPORARILY
SUSPENDED, PENDING INSTRUCTION TO PROCEED.
:2. FOUNDATION UNITS SHALL BEAR ON THE SUITABLE BEARING STRATUM HAVING AN ALLOWABLE LEGEND
/ .4
BEARING CAPACITY OF 1.0 TONS PER SQUARE FOOT. IF OTHER SOILS ARE ENCOUNTERED, LOWER ^
BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION MUST BE REDESIGNED. EXISTING WALL CONSTRUCTION { n
5. MAXIMUM SLOPE BETWEEN BOTTOM OF TWO ADJACENT FOOTINGS SHALL NOT EXCEED --------
EXISTING CONSTRUCTION TO BE REMOVED
2 HORIZONTAL, TO I VERTICAL. �
4. CARRY OUT CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING CONSTRUCTION 50 - NEW FOUNDATION WALL TO BE CONSTRUCTED
THAT FOUNDATION WORK 15 DONE ON DRY AND UNDISTURBED SUBGRADE MATERIAL, AS APPLICABLE.
5. BOTTOM 0'-5" OF EXCAVATION FOR FOOTINGS SHALL BE FINISHED BY HAND SHOVEL.
DRAWN BY.
6. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF AGI-301-0I DA 07 06/1x5
"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (Fc'=3000 PSI); ALL EXPOSED SLABS,
GARAGE SLABS, AND STEPS SHALL BE 5,500 PSI AIR-ENTRAINED. REINFORCING STEEL SHALL
CONFORM TO A5TM A-615 GRADE 60.
7. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONTOURS.
8. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISG 'SPECIFIGATIONS FOR
DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. STEEL SHALL
CONFORM TO ASTM A-572 (GRADE 50) AND A-501.
OF 5
WARNING: IT IS A VIOLATION OF THE
LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT, TO ALTER AN
ITEM IN ANY WAY, IF AN ITEM
BEARING THE SEAL OF AN
FIBERGLASS I I ARCHITECT IS ALTERED, THE
DETAIL-B COLUMN GAP E BASE
(TYP. FOR 4) ARCHITECT SHALL AFFIX
SHEET-A4 2-2"x4" P.T. PLT. TO HIS/HER ITEM THE SEAL AND
• I THE NOTATION "ALTERED BY"
5-15/,4x 11/4 M L. FOLLOWED BY HIS/HER SIGNATURE
(BEYOND) AND THE DATE OF SUCH
ALTERATION, AND A SPECIFIC
2-4"x24' STONE
DESCRIPTION OF THE ALTERATION.
6'x6" P.T. POST PIER CAP
I2 I � ALTERED BY:
2"x8" R.R. DATE:
4
DETAIL-G �-
@ 16" O.G. SfMIA-rum
DETAIL-F CULTURED STONE OVER
2'x6 G.J. 3-13/4'x1lia' M.L. DESCRIPTION OF ALTERATION:
15# BLDG. FELT AS PER
SHEET-A4 @ 16' O.G. MANUFACTURERS
DETAIL-E ( SPECIFICATIONS
SHEET-A4
T.O. GDR. - - - I I,-3• I 2 . SIMPSON
- -
t8-0" EPCZ66 POST GAP
W/ (10) - IOd NAILS TO BEAM
I I I I W/ (8) - IOd NAILS TO POST
I 1/2" GEMENT BOARD
QI"x AZEK SHEET TRIM i i T/O DECK
I I -
I TYP. 2'x4' AGO
STUDS @ 8" O.G. SIMPSON REV.
i 2'x4' P.T. PLT. GLTV5.50/11.25 - W/ OFFSET TOP FLANGE
I I W/ (4) - 16d NAILS TO TOP OF BEAM
I i i 6"x6" SOLID P.T. WOOD POST W/ (6) - 16d NAILS TO FACE OF BEAM
2" x 8' P.T., D.J. I I @ 16" O.G. °
°
T.O. IST. FLOOR - - _
- - - ° SIMPSON
- - - - - I I- 2" x 8' D.J. 4 @ 16' O.G.
SIMPSON 5 MPB66Z MOMENT POST BASE
+O-0 MPB66Z MOMENT POST BASE MIN W/ (24) - SDS 1/4" x 2n"
uSIMPSON -= W/ (24) - SDS 1/4" x 2'r2
- H3 HURRICANE I STRONG-TIE SCREWS TO POST
DETAIL-D CLIP @ 16" O.G. STRONG-TIE SCREWS TO POST
Z DETAIL-F ° I TOP OF P.GONG. PIER
m F SHEET-A4 Lo -1
°
1/2" DIA. d
CARRIAGE BOLT
(2 - PER CONNECTION) d
8 I
16'x16"
P.CONC. PIER
W/ 4 - 44 BARS
L - - J }
z
UI DI1�lG SECTION °
SCALE: I/4"=1'-0" 24"x24"
P.CONG. FOOTING -
W/ 3 - 44 BARS
2, L 1
O V uj
OLUMN FEIDESTAL IDETA I L 1 �00D COL . CONN . DETA I L �_ � < n
DNOT TO SCALE NOT TO SCALE Q Q
CONT.
RIDGE VENT 2"x8' R.R. ASPHALT SHINGLES w 'I I
@ 16" O.G. 6 - NAILS PER l
Z ul SHINGLE II I J-
51 SIMPSON
z Z
x 10"
RIDGE H2.5A HURRICANE 3-13/4"xI I%n' M.L.
.LIP @ 16' O.G. FASTEN W/ WOOD G! T)ER ~ _
" PLYWD. W (5) _ 8d NAILS TO RAFTERS O
SHEATHING SIMPSON G520 x 24" LONG / (5) 8d NAILS TO BEAM
COILED STRAPS z
2'x8 R.R. LINE OF EXIST. Q j
@ 16' O.G. ALUM. GUTTER EXT. WALL
° 0 In
VINYL BEADED VENTED. SOFFITS °
1'x8" AZEK FASCIA - Z , 1
V_ 5-15/47x 11is M.L. ° ° ° Q - J �J
° ° 2"x8' R.R. �-
I"x AZEK TRIM @ 16" O.G. Q
6"x6" P.T. POST O
5/8" AZEK TRIM SOFFITS z
SIMPSON STRONG TIE
MODEL PCbZ ON
INTERIOR COLUMNS DETAIL-F I(�
1'x4' AZEK TRIM W/ (10) - IOd NAILS TO BEAM SHEET-A2 In
RAFTER/TOP FLATE
W/ (8) - 8d NAILS TO POST \/ I-I-", \ I I I r
2'x4' LEDGER
fi� IDGE DETAIL GOI N�E�CTION �D�E TAIL. lelOOD COL. . CONN . DETAIL 2-1(BEYONDM� �
NOT T ) SCALE NOT TO SCALE NOT TO SCALE
t`
NOTE' " 4-) •34-4
PROVIDE ICE AND WATER SHIELD BY OWENS-CORNING N Q Z � 0
AT ALL ROOF EAVES, EXTENDING IN FROM EAVES EDGE 17 3-13/4"x11 is M.L. 4_j
TO A POINT 24' FROM THE INSIDE FACE OF THE GIRDER
I'x AZEK TRIM � U 'b
FOUNDATION NOTES 6"x6" P.T. POST •� cn
G�N���L NOTES �
10. THE ARCHITECT SHALL BE NOTIFIED OF ANY UNFORESEEN SUBGRADE, PHYSICAL CONDITION 4-J
I. THIS PROJECT MUST COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRG), � d- V H
DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT INDICATED ON THE SURVEY OR PLAN. I. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE
THE 2016 NYS SUPPLEMENT TO THE UNIFORM CODE, THE 2015 INTERNATIONAL ENERGY NO WORK SHALL PROCEED UNTIL SAME IS ADDRESSED AND RESOLVED. EXCAVATION IS BEGUN. EXISTING UTILITIES SHALL BE LOCATED AND PROTECTED OR O °O 0
CONSERVATION CODE (IECG), THE 2016 NYS SUPPLEMENT TO THE ENERGY CODE, THE
2015 WOOD FRAME CONSTRUCTION MANUAL, W.F.G.M. 2015, N.F.P.A 70 STANDARD ' THE REROUTED AS REQUIRED BY EXCAVATION. ANY OBSTRUCTION ENCOUNTERED DURING
11. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT EXCAVATION, SUCH AS UNDERGROUND UTILITIES, CESSPOOLS, ETC., SHALL BE ~'
NATIONAL ELECTRICAL- CODE" AND THE ZONING OF THE TOWN OF SMITHTOWN. REPORTED TO THE ARCHITECT AND WORK TEMPORARILY SUSPENDED, PENDING
AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE INSTRUCTION TO PROCEED.
2. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTOR'S LIABILITY, ARCHITECT IN WRITING. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE
WORKMAN'S COMPENSATION, COMPLETED OPERATIONS, ETC. ADEQUATE FOR THE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING 2. FOUNDATION UNITS SHALL BEAR ON THE SUITABLE BEARING STRATUM HAVING AN
PURPOSES OF THIS PROJECT AND FURNISH PROOF OF SAME PRIOR TO COMMENCING THEREFROM. ALLOWABLE BEARING CAPACITY OF 1.0 TONS PER SQUARE FOOT. IF OTHER SOILS *!NO � I �WITH WORK. 12. AT THE COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS AND ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE
3. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM GLEAN AND WORK IS TO BE FOUNDATION MUST BE REDESIGNED.COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO RELEASE OF FINALSQL3. MAXIMUM SLOPE BETWEEN BOTTOM OF TWO ADJACENT FOOTINGS SHALL NOT EXCEEDT TO SCALE
4. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE PAYMENT.
2 HORIZONTAL TO I VERTICAL.
RESIDENTIAL CODE Of: NEW YORK STATE AND SHALL ALSO CONFORM WITH GENERALLY 13. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING
4. CARRY OUT CONTINUOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING
/fi
ACCEPTED STANDARDS WITH RESPECT TO STRENGTH, DURABILITY, CORROSION STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE EXISTING n,: H
RESISTANCE, FIRE RESISTANCE, ENERGY CONSERVATION, AND OTHER QUALITIES STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO PREVENT DAMAGE TO THE CONSTRUCTION SO THAT FOUNDATION WORK IS DONE ON DRY AND UNDISTURBED r
." .8' µC j e's w 6 r q b
o
RECOGNIZED UNDER THOSE STANDARDS. EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULD OCCUR TO THE EXISTING SUBGRADE MATERIAL, AS APPLICABLE.
STRUCTURE AS A RESULT OF THE NEW WORK, THE DAMAGE SHALL BE REPAIRED TO 5. BOTTOM O'-3" OF EXCAVATION FOR FOOTINGS SHALL BE FINISHED BY HAND SHOVEL.
5. DISCREPANCIES, ERRORS, OMISSIONS, ETC., IN ANY PORTION OF THE DRAWINGS WHICH THE SATISFACTION OF THE ARCHITECT AND OWNER, AT THE SOLE EXPENSE OF THE WOOD FRAMING NOTES
ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES OR REGULATIONS, BEARING ON 6. ALL CONCRETE WORK SHALL CONFORM TO REQUIREMENTS AND RECOMMENDATIONS OF
CONTRACTOR.
THE CONDUCT OF THE: WORK SHALL BE REPORTED PROMPTLY TO THE ARCHITECT. AGI-301-01 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (Fc=3000 1. FOR REQUIRED WOOD FRAME NAILING SCHEDULE SEE SHEET A3 <,•
6. ANY DEVIATIONS FROM THE ARCHITECT'S DRAWINGS MUST BE SUBMITTED TO THE 14. ELECTRICAL - ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE PSI); ALL EXPOSED SLABS, GARAGE SLABS, AND STEPS SHALL BE 3,500 PSI 2. FRAMING LUMBER SHALL BE HEM-FIR #I STRESS RATED 975 POUNDS PER SQUARE INCH
Mifvi ( 4 '� •''r
ARCHITECT IN WRITING FOR APPROVAL. REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE AND ITS REFERENCED AIR-ENTRAINED. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. MINIMUM FOR BENDING (Fb) FOR SINGLE MEMBER USE AND 75 POUNDS PER SQUARE INCH '
STANDARD NFPA70 ALL ELECTRICAL WORK SHALL BE UNDERWRITER APPROVED AND
MINIMUM FOR SHEAR (Fv). AND HAVING A MODULUS OF ELASTICITY OF 1,500,000 ''.w' " '""" '@ • `'
7. THE SUBCONTRACTORS SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, INSPECTED. SUBMIT WRITTEN CERTIFICATE TO OWNER. 7. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE AISC VALUES ARE FOR SURFACED DRY LUMBER ONLY USED AT 191 MOISTURE CONTENT,
TRANSPORTATION'S, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER EXECUTION OF 15. STORM WATER FROM ROOF TO BE DISPOSED OF IN A PROPER MANNER AS REQUIRED "SPECIFICATIONS FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL
THEIR WORK. BY SUFFOLK COUNTY HEALTH DEPARTMENT, LOCAL BUILDING DEPARTMENT AND ALL FOR BUILDINGS. STEEL SHALL CONFORM TO ASTM A-572 (GRADE 50) AND A-501. 3. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE NATIONAL DESIGN SPECIFICATION DRU" BY: .LM
8. ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR FILING AND OBTAINING APPROVALS OTHER AGENCIES HAVING JURISDICTION.
FOR WOOD CONSTRUCTION, LATEST EDITION. DA 07 06/18
FOR THEIR WORK WHICH MAY BE REQUIRED. 16. ALL GUTTERS TO BE SEAMLESS ALUMINUM WITH BAKED ENAMEL FINISH. 4.
9. EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE JOB A WOOD EXPOSED TO WEATHER AND IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA STANDARDS.
SITE DURING THE SUBCONTRACTOR
PHASE TO COMPLY WITH THE REGULATIONS AND 17. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY
KIND AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION CONFORMING WITH THESE 5 MEMBERS DESIGNATED AS 'MICRO-LAM" (M.L.) SHALL BE MANUFACTURED IN ACCORDANCE
REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. PLANS NOR RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, WITH SPECIFICATIONS BY 'TRUSS JOIST '. NO SUBSTITUTIONS SHALL BE PERMITTED
SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN WITHOUT THE ARCHITECT'S WRITTEN APPROVAL. ALL BUILT-UP LVL GIRDERS AND Q
CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY HEADERS SHALL BE NAILED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S NAILING
OF FITNESS FOR A SPECIFIC, USE EXPRE55 D OR IN THE USE THESE PLANS.FOR A SPECIFIC, USE EXPRE55DOR IMPLIED IN THE USEOF THESE PLANS SPECIFICATIONS. DESIGN STRESSES ARE AS FOLLOWS: Fb= 2,600 PSI, E = 1,900,000 PSI.
OF 5
WARNING: IT IS A VIOLATION OF THE
LAW FOR ANY PERSON, UNLESS
ACTING UNDER THE DIRECTION OF A
LICENSED ARCHITECT, TO ALTER AN
ITEM IN ANY WAY, IF AN ITEM
BEARING THE SEAL OF AN
ARCHITECT IS ALTERED, THE
ALTERING ARCHITECT SHALL AFFIX
TABLE 3.1 NAILING SCHEDULE: FOR LATERAL E SHEAR RESISTANCE TABLE 328 BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) TABLE 3IoA RIDGE TENSION STRAP CONNECTION REQUIREMENTS TABLE 3.9A RAFTER / CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TABLE 3.10 ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TO HIS/HER ITEM THE SEAL AND
WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION RESISTING LATERAL 4 SHEAR LOADS FROM WIND WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION THE NOTATION "ALTERED BY"
DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL = 10 P5F FOLLOWED BY HIS/HER SIGNATURE
WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION DEAD LOAD ASSUMPTIONS:ROOF ASSEMBLY DL = 10 FF 100 YR THREE SECOND GUST AND THE DATE OF SUCH
JOIST DESCRIPTION NUMBER AND TYPE OF SPACING OF FASTENERS NOTES 00 YR.
WIND SPEED(111014) ALTERATION, AND A SPECIFIC
FASTENER ROOF LIVE LOAD GROUND SNOW LOAD
VZ DIA ANCHOR BOLTS 5/B RIA ANCHOR BOLTS GUST W D DESCRIPTION OF THE ALTERATION.
ROOF FRAM 110 130 20 P`J•F 30 PSF 50 PSF @0 130 ALTERED BY:
10m YR iH�EE BECpHD GUST UlPHD SPEED IMiH)
RAFTER TO TOP PLATE(TOE-NAILED) (SEE TABLE 3AA) PER RAFTER REQUIRED CAPACITY OF RIDGE 113'4ROOF SPAN STRUCIURAI_SHEATHING
120 130 120 130 ROOF PITCH ROOF SPAN(FT) CO•NECTION(pLF) (FT) E F E F DATE:
CEILING JOIST TO TOP PLATE(TOE-NAILED) (SEE TABLE 3.4A) PER JOIST BOTTOM PLATE TO
12 24 36 12 14 36 12 24 36 INURE:
CEILING JOIST TO PARALLEL RAFTER(FACE NAILED) (SEE TABLE 3.9A) EACH LAP
FOUNDATION FOUNDATION MAXIMUM ANCHOR BOLT SPACING 12 105 136 SHEATHIWs LOCATION( RAFTER(I/T COMMON
NAIL SPACING FOR 8D DESCRIPTION OF ALTERATION:
ANCHOR BOLT SUPPORTING (INCHES,O:W 119,4 RAFTER SLOPE RAFTER SPACING REQUIRED NU SER OF I6D COMMON OR SPACING(INCHES O W 5
CONNECTION 16 141 182 40D BOX NAILS PER HEF_!_JOINT (INCHES,IOD BOX NAILS
CEILING J015T LAPS OVER PARTITIONS(FACE-NAILED) (SEE TABLE 3.9A) EACH LAP RESISTING (M) CONNECTION 119.46
20 Iib 21l 12 6 12 6 12
COLLAR TIE TO RAFTER(FACE-NAILED) (SEE TABLE 3b) PER TIE 1/2"ANCHOR BOLTS 3:11 12 3 5 8 3 6 9 5 9 13 INTERIOR ZONE
3:12 24 211 2"12 Ib b 12 6 12
BLOCKING TO RAFTER(TOE-NAILED) (1)-SD EACH END 31 I6 4 1 10 4 8 12 6 12 Il
LATERAL AND 1-3 STORIES
RIM BOARD TO RAFTER(END-NAILED) (2)-IbD EACH END SHEAR LOADS 5/8"ANCHOR BOLTS 28 246 318 4:12 12 3 4 6 3 5 1 4 1 10 PERIMETER EDGE ZONE 12 6 12 6 12�
Ib b 122 6 b
WALL FRAMNG 45 32 281 363 16 3 5 8 3 6 9 5 9 13
36 316 409 5:12 12 3 3 5 3 4 6 3 6 8 GABLE ENDWALL RAKE OR RAKE TRUSS W/ 63 63 4 4
TOP PLATE TO TOP PLATE(TACE-NAILED) (2)-I6D PER FOOT SEE NOTE(1) NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 32. LOOKOUT BLOCK
12 88 113 16 3 4 6 3 5 7 4 1 II
TOP PLATES AT INTERSECTIONS(FACE-NAILED) (4)-I6D JOINTS A EACH SIDE 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL GABLE DOWALL RAKE OR RAKE TRUSS W/Ob
NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 32C)OR LATERAL AND SHEAR LOADS(TABLE 16 118 150 RAKE OVERHANG b b b
STUD 70 STUD(FACE-NAILED) (2)-161) 24"O.C. 328). FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 32.1.1 AND 3223. 1:11 12 3 3 4 3 3 4 3 4 b H
3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE WITH 20 141 188 16 3 3 5 3 4 5 3 5 8 BOARD SHEATHING � 110HEADER TO HEADER(FACE-NAILED) IbD 16"O.G.ALONG EDGES SECTION 3.4.42. FOR OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE 4:12 24 116 226 SHEATHING SIZE RAFTER/T NAIL SPACING FOR 8D r- N
TOP OR BOTTOM PLATE 70 STUD(END-NAILED) (SEE TABLE 35A) PER STUD APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR INT TABLE 3.i1D,BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 9:12 12 3 3 3 3 3 3 3 3 5 SPACING(INCHES O.C) COMMON NAILS OR 10D BOX NAILS n ci
FEET ON CENTER (INCI•ES,OCJ
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOI5T OR BLOCKING(FACE-NAILED) (2)-I&D PER FOOT SEE NOTE(1)t(2) 28 206 263 16 3 3 4 3 3 4 3 4 6 v
Ixb OR 1x8
4. LATERAL CONNECTIONS SHALL BE DESIGNED TO RESIST THE LOADS IN TABLE 35. 2-192 2 2 y yH r,
FLOOR FRAMING 32 235 301 12:12 12 3 3 3 3 3 3 3 3 4
IxlO OR LARGER 12.192 3 3 • (U
TABLE 32C SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS)
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)-80 PER JOIST RESISTINGUPLIFT LOADS FROM WIND 36 264 338 lb 3 3 3 3 3 3 3 3 5 •,� �
O cti d- 0
12 69 88 NOTES: 1. HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL,HEADER OR E NAIL SPACING AT PANEL EDGES(IN.) • �\
BRIDGING TO JOIST(TOE-NAILED) (2)-BD EACH END
WOOD FRAME CONSTRUCTION MANUAL - 2015 EDITION RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) e-�(IN.) �-1
l i C
16 92 118 m
H � V
BLOCKING TO JOIST(TOE-NAILER) (2)-8D EACH END 100 YR iNREE SECOND GUST WIND SPEED(1"PH) 2. WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS 70 A LOADBEARING WALL, NOTES: I. FOR ROOF SHEATHING WITHIN 4 FEEL OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH �
20 115 141 THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED PROPORTIONALLY TO THE 't
BLOCKING TO SILL OR 10P PLATE(TOE-NAILER) (3)-I&D EACH BLOCK 120 130 REDUCTION IN SPAN. r j
SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 00 '^
5:12 C k-1
24 138 111 3. EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOTS?LAP SPLICES. 2. TABULATED 12 MCN O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 0
LEDGER STRIP TO BEAM(FACE-NAILED) (3)-I6D EACH JOIST BOTTOM PLATE TO MEMBERS WITH G-GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL
FOUNDATION PLATE FOUNDATION MAXIMUM ANCHOR BOLT SPACING 28 161 206
JOIST ON LEDGER TO BEAM(TOE-NAILED) (3)-8D PER JOIST BOLT SIZE SUPPORTING ( S,OC)1;3,4 4. TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ASSEMBLY.GONNETO G AND G BEING LESS THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCER TO 6 INCHES O.C.
TTS 32 184 236 3. TABULATED b INCH O.G.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING V
BAND J015T 70 JOIST(END-NAILED) (3)-I6D PER JOIST RESIS5. TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARE LOCATED AT THE MEMBERS WITH G GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL O
8'END ZONES BOTTOM OF THE ATTIC SPACE.WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE,THE
36 10l 265 70 G AND G BEING LESS THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C.
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) (2)-16D PER FOOT SEE NOTE(U TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE FOLLOWING FACTORS:
2 X 4 I-3 STORIES 5l 43 12 63 81 4. TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
ROOF SHEATHING MEMBERS WITH G GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL
2 X 6 1-3 STORIES 68 51 16 85 108 CEILMG HEIGHT/ROOF HEEL JOINT CONNECTION TO G AND G BEING LESS THAN OAS,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C.
BD (SEE TABLE 3.10) RIDGE HEIGHT ADJUSTMENT FACTORS
STRUCTURAL PANELS UPLIFT LOADS 20 106 135 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B.
DIAGONAL BOARD SHEATHING: 1"X6"OR I"X8" (2)-8D PER SUPPORT INTERIOR ZONES
6`11 24 121 162 12 2'00
2 X 4 I-3 STORIES bb 50
DIAGONAL BOARD SHEATHING: 1"XIO"OR WIDER (3)-8D PER SUPPORT HR Z
2 X b I-3 STORIES 12 60 28 148 ISS i
r REQUIREMENTS FOR WIND LOADS
T v3 150 TABLE 3.11 WALL SHEATHING AND CLADDING ATTACHMENT 111
CEILNG SHEATHNG 3P 169 215 - f 1/4 133 n
NOTES: 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 32. lJ
GYPSUM WALLBOARD 5p COOLERS 7 EDGE/10"FIELD 1/5 125 WOOD FRAME CONSTRUCTION MANUAL - 2015 EDITION O
2. WHEN ANCHOR BOLTS ARE USED 70 RESIST UPLIFT,LATERAL,AND SHEAR LOADS,THE MAXIMUM ANCHOR BOLT SPACING SHALL 36 190 242 100 7R THREE SECOND GUST z
WALL SHEATHNG NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 32C)OR LATERAL AND SHEAR LOADS(TABLE 1/6 120 WIND SPEED(�)
325). FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 32.1.1 AND 3223. 12 62 16 V ,
STRUCTURAL PANELS BD (SEE TABLE 3.11)
1/10 1.11 110 130
11 GA.GALV.
16 82 102
FIBERBOARD PANELS: 1/2"THICK 3"EDGE/6"FIELD" O v
ROOFING NAIL 1-I/2' LG. STRUCTURAL SHEATHING
II GA.GALV. 20 103 121 NOTES: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 3/4 INCH WHEN RAFTER TIES ARE LOCATED t 1
FIBERBOARD PANELS:25/32"THICK 3"EDGE/b"FIELD" TABLE 3.4A RAFTER / CEILING JOiST TO TOP PLATE LATERAL ABOVE ONE-THIRD OF THE RIDGE HEIGHT,Hc,OR WHEN HR IS GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL E F E F ~ V
ROOFING NAIL I-3/4' LG.
GYPSUM WALLBOARD FI COOLERS 1"EDGE/10"FIELD AND SHEAR CONNECTION REQUIREMENTS - EXPOSURE B 1:12 - 12:12 24 123 153 CONSIDERATION.
WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION 1 STUD SPACING(INCHES MAXIMUM NAIL SPACING FOR 8D Z
HARDBOARD Sp (SEE TABLE 3.IU 28 144 118 SHEATHING LOCATION OG) COMMON NAILS OR IOD BOX NAILS O
PANELS BD (SEE TABLE 3.11) 100 YR THREE SECOND GUST WIND 32 164 104 - 1 V
HES,O.CJ4
PARTICLEBOARD P EL T
SPEED 12 6 12 6 12
INTERIOR ZONE
DIAGONAL BOARD SHEATHING:I"X6"OR 1"X8" (2)-SD PER SUPPORT 120 130 36 185 229 16 6 12 6 12 Q
NOTES: I. TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.1 FOR FRAMING NOT LOCATED WITHIN 12 6 12 6 12
DIAGONAL BOARD SHEATHING: I"X10"OR WIPER l3)-8D PER SUPPORT RAFTER/CEILING WALL HEIGHT(FT) NUMBER COMMON NAILS(TOE NAILED) 8 FEET OF BUILDING CORNERS. PERIMETER EDGE ZONE v J V
JOIST SPACING(M) REQUIRED IN IN EACH RAFTER AND/OR CEILING JOIST ++>
TO TOP PLATE CONNECTION 1).3,4 I6 6 12 6 12
FLOOR SHEATHING 2. TABULATED RIDGE CONNECTION LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. Y)
STRUCTURAL PANELS: I"OR LESS 8D b"EDGE/12"FIELD 12"O.G. 8-10 2 2 Z
3. TABULATED CONNECTION REQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS Ob OF THE ROOF ASSEMBLY READ LOAD lob O fN
"
IOD bEDGE/12"FIELD I6"O.C. 8-10 2 3 X 10 1`15F). BOARD SHEATHING OR LAP SIDING V (n
STRUCTURAL PANELS:GREATER THAN I" h" \f
24"O.C. 8-10 3 4 4. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12"RIDGE STRAP SPACING,FOR DIFFERENT RIDGE STRAP STUD SPACE(MSS MAXIMUM NAIL SPACING FOR 8D 1
DIAGONAL BOARD SHEATHING: 1"X6"OR I"X8" (2J-8D PER SUPPORT SPACINGS,MULTIPLY THE TABULATED VALUES 9Y THE APPROPRIATE MULTIPLIER BELOW: SHEATHING SITE OL) COMMON NAILS OR 10D BOX NAILS Z -
(INCI•IES,O.C.) O
' DIAGONAL BOARD SHEATHING:1"X10"OR WIDER (3)-8D PER SUPPORT NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4.
Ixb OR 1x8 11-24 2 2 2 2 Z
2. WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS,THE SUM OF THE TOENAILS IN 7NE RAFTER AND CEILING JOIST RIDGE COW SPACING 12 Ib 192 24 48
NOTES: I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b'ON-CENTER AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. - W
PANEL EDGE UIUIOBTAIN NIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL E
MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS, MULTIPLIER 1.00 133 Ib0 2.00 400 IxlO OR LARGER 12-24 3 3 3 3 (� A
SUCH AS SHEAR PLATES,SHALL BE USED 1'O MAINTAIN THE LOAD PATI. 3. TO AVOID SPLITTING,NO MORE THAN 1 TOENAILS SHALL BE INSTALLED IN ACH SIDE OF A RAFTER OR CEILING JOIST WHEN 0
FASTENED TO A 2X4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 2X6 TOP PLATE. Q
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16D E NAIL SPACING AT PANEL EDGES(IN.) v W Z
4.WHERE TOP PLATE TO RIGDE HEIGHT EXCEED 10',THEY SHALL BE ADJUSTED AS FOLLOWS:
5. TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET.FOR MEAN ROOF HEIGHTS OF 15 FEET OR F NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) W
NAIL PER FOOT. LESS,THE TABULATED VALUES SHALL BE PEIR`11iTED TO BE MULTIPLIED BY 080.
NOTES: 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT ul
3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK TBG FOR ADDITIONAL REQUIREMENTS. WALL HEIGHT 8' 101 6. WHEN A COLLAR TIE 15 USED IN LIEU OF A R1OGE STRAP,THE NUMBER OF iOD COMMON NAILS REQUIRED IN EACH END OF O
REQUIREMENTS SHALL BE USED. A-
TOP PLATE TO THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8D NAILS IN A STEEL STRAP,OR THE NUMBER OF 12D BOX O Z
RIDGE HEIGHT, ADJUSTMENT FACTOR NAILS IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 10D BOX NAILS IN A STEEL STRAP. 2. TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH (Y
G-GREATER THAN OR EQUAL TO 0.49.FOR FRAMING MEMBERS WITH 0.42 LESS THAN OR EQUAL TO G AND G
�1 1.00 I20 1. 1-1/4"20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. BEING LE55 THAN 0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. ^
ASPHALT' SHfNGLE NAILING SCHEDULE B' 1.15 125 3. FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR U
RESIDENTIAL CODE OF NEW YORK STATE COMMON NAILS. 0
20' 1.40 150
BASIC WIND SPEED NJ15M AND TYPE OF FASTENER PROJECT COMPLIES WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE. THE 2016 NYS 4. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. Ify
SUPPLEMENT TO THE UNIFORM CODE E THE WOOD FRAME GON5TRUCTION MANUAL WFGM - 2015 EDITION
110 MPH OR GREATER AND THE EAVE IS
NOTE;20 FEET OR HIGHER ABOVE GRADE b-12 GA.WITH 3/8"DIAMETER HEAD,MIN.3/4"SHAFT
TABLE 8301.6
-M (PER SHINGLE) TABLE 35A TOP AND BOTTOM PLATE TO STUD LATERAL MINIMUM ROOF LIVE LOADS IN POUNDS-FORGEIll
120 MPH WIND SPEED OR GREATER CONNECTIONS FOR WIND LOADS -EXPOSURE B PER SQUARE FOOT OF HORIZONTAL PROJECTION pNot)[E0�(�rzl IL-1r,13UP QW[5 r
WOOD FRAME CONSTRUCTION MANUAL -2015 EDITION
NOTES: I. WHERE THE ROOF SHEATHING IS LESS THAN 3/4-INCH THICK,THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING. Tributary loaded area in square �� Q M�LF13
llkl feet for any structural member
FASTENERS SHALL COMPLY WITH ASTM F l6bl.
100 YR THREE SECOND GUST WIND SPEED 110 130
(MPH) ROOF SLOPE 0 TO 200 20 {�1 TO 600 OVE2 600 0 u 1% R D J l @ u M�
ROOF 00VNOTES REQUIRED NUMBER OF 16d COMMON NAILS
STUD SPACING(M) WALL HEIGHT(FT) OR 40d BOX NAILS PER
UNDERLAYMENT APPLICATION(99052.1) STUD TO PLATE CONNECTION(PLF)1�9 Flat or rise less than 4 inches per foot (1:3) 20 16 12
FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL(Il-PERCENT SLOPE),UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL
(33-PERCENT SLOPE),UNDERLAYMENT SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19-INCH STRIP OF UNDERLAYMENT FELT 8 2 2 Rise 4 inches per foot (1:3) to less
PARALLEL WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE SAVE,APPLY 36-INCH-WIDE SHEETS OF 12 than 12 inches per foot (I:q 16 14 12
UNERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES,AND FASTENED SUFFICIENTLY 70 HOLD IN PLACE. 10 2 2
FOR ROOF SLOPES OF FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL(33-PERCENT SLOPE)OR GREATER,UNDERLAYMENT SHALL BE ONE LAYER 12 2 2 Rise 12 inches per foot (I:I) or greater 12 12 12
APPLIED M THE FOLLOWING MANNER: UNDERLAYMENT SHALL BE APFLIED SHINGLE FASHION,PARALLEL TO AND STARTING FROM THE EAVE AND
2 2
LAPPED 1-INCHES,FASTENED SUFFICIENTLY TO HOLD IN PLACE. END_APS SHALL BE OFFSET BY b-FEET. 8
16 TABLE 8301.5
10 2 2 MINIMUM UNIFORMLY DISTRBUTED LIVE LOADS TABLE R301.7
ICE PROTECTION(R9052.1.1 An pounds per square foot/ ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25-F(-4'C)OR LESS OR WHEN TABLE R30U(U CRITERIA SO DESIGNATES,AN ICE 12 2 2
BARRIER THAT CONSISTS OF A LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF-ADHERING POLYMER MODIFIED BITUMEN
ALLOWABLE
SHEET,SHALL BE USED IN LIEU OF NORMAL.UNDERLAYMENT AND EXTEND FROM THE EAVE-5 EDGE TO A POINT AT LEAST 24-INDEFLECT(
24-INCHES INSIDE THE NOTES: I. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 35. USE LIVE LOAD STRUCTURAL MEMBER DEFLECTION
EXTERIOR WALL LINE OF THE BUILDING.
2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE Uninhabitale Attics without storage 10
VALLEYS(8905282) MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN 8 FEET OF CORNERS. Rafters having slopes greater than 3:12 with L/180
CLOSED VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. Uninhabitable Attics with limited storage 20 no finished ceiGnq attached to rafters
3. TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B.
VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING COMPLYING WITH ASTM D 124 TYPE-II OR TYPE-III AND AT LEAST 36-INCHE5 WIDE. SPECIALTY Habitable Attics and attics served with fixed stairs 30 Interior walls and partitions H/180
UNDERLAYMENT COMPLYING WITH A5TM D 1910 MAY BE USED IN LIEU OF THE LINING MATERIAL.
Balconies (exterior) and Decks 40 Floors L/360
REV:
CODE COMPLIANCE NOTES: Fire Escapes 40 Ceilings with brittlee finishes Gncl. plaster and stucco) L/3W
Guardrails and handrails 200 Geilings with flexible finTishes Gncl. gypsum wallboard) L/260 SEAL
I. DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS 8. THE MINIMUM LOAD FOR UNGROUNDED SERVICE CONDUCTORS AND SERVICE Guardrails in-fill components 50 All other structural members L/240
SHALL COMPLY WITH FIGURE R602.60) AND FIGURE R602.6(2). DRILLING DEVICES THAT SERVE 100 PERCENT OF THE DWELLING UNIT LOAD SHALL 4Y'. ' ..• .,
AND NOTCHING OF TOP PLATE SHALL COMPLY WITH FIGURE R602.6.1. BE COMPUTED IN ACCORDANCE WITH TABLE E3602.2, Passenger vehicle garages 50 Exterior walls - wind with plaster or stucco finish H/360
b
2. ALL CONNECTIONS TO THE POTABLE WATER SHALL CONFORM TO SECTIONS Rooms other than sleeping rooms 40 Exterior walls - wind loads with other brittle finishes H/240
P2902.4.1 THRU P2902.4.5, SECTIONS P2902.5.1 FOR BOILERS, SEC 2902 `. WIRING METHODS SHALL BE IN ACCORDANCE WITH TABLE E3801.2.
'•^�'~ Halling In Shaded Areae FOR HEAT EXCHANGERS, SEG. P2902.3 FOR LAWN IRRIGATION SYSTEMS, ALLOWABLE APPLICATIONS FOR WIRING METHODS SHALL BE IN Sleeping rooms 30 Exterior walls - winds loads with flexible finishes H/120
(4 feet wide from wall edge or ACCORDANCE WITH TABLE 3801.4. GENERAL INSTALLATION AND SUPPORT
ridge not Including 5EC P2902.5.4 FOR AUTOMATIC SPRINKLER SYSTEM. ; '
overhangsh REQUIREMENTS FOR WIRING METHODS SHALL BE IN ACCORDANCE WITH Stairs 40 Lintels supporting masonry veneer walls L/600 i, •Q
Edges on Field:6"on center 3, WOOD FRAMED STRUCTURAL MEMBERS SHALL NOT BE DRILLED, NOTCHED TABLE E3802.1.
and overhangs r �+(
OR ALTERED IN ANY MANNER EXCEPT AS PROVIDED IN SECTION R602.6(1)
: .
---- 10. ALL WALL AND CEILING FINISHES SHALL HAVE A FLAME: SPREAD TABLE 8301.20)
AND 8602.6(2). CLASSIFICATION OF NOT GREATER THAN 200 AS PER SECTION R302.9.
CLIMATE AND GEOGRAPHIC DESIGN CRITERIA
Nailing: `•• `:, `- 4. ALL HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS AND WORK 11. ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT
Edges:6"on center •:e.,.;•:• ��'i"-'..:?:..` •.'r.';';�::'• � ...
Field:12"on center :' ::' SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 13 THRU 24. ALL COMPLETION OF JOB. WIND SUBJECT TO DAMAGE FROM
LOCAL RULES AND REGULATIONS AND AS SPECIFIED BY THE LATESTE 12. INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS GROUND SEISMIC Ice shield
;`• ;" v EDITION OF UNFPA.
Topographic Special Wind Frost Winter underla ment Flood Air Mean DR�t�'JN BY:
OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR CEILING SNOW Bane DESIGN Weathering Termite Design y hazards Freezing Anual
LOAD SPEED /MPH/ Effects Wind Debris CATEGORY q liine Tem q Index Tem
Nailing for Wall Sheathing: ASSEMBLIES, ROOF-CEILING ASSEMBLIES, CRAWL 5PACES AND ATTICS p required p
5. ALL MECHANICAL SYSTEMS, EQUIPMENT, APPLIANCES, FTG. MUST BE LISTED SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN Region Zone depth D/1 /06/18
Edges:6"on center AND LABELED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
Field: 12"on center ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN 20 130 Yes to Yes Severe 3'-0• Moderate II Yes No 452 52.7
SPECIFICATIONS, LISTING/LABEL AND THE CODE PER SEC M1303. TESTED IN ACCORDANCE WITH ASTM E84. I mile B to Heavy
6. DOMESTIC HOT WATER HEATING EQUIPMENT SHALL BE SUBJECT TO THE 13. PROVIDE GROUND FAULT AND ARC FAULT CIRCUIT INTERRUPTER
MINIMUM FEDERAL STANDARDS PER SEG. 62448. PROTECTIONS IN ACCORDANCE WITH SECTION E5g02. 8301.2.1.1 Wind limitations and wind design required: In regions where wind design is Q
required in accordance with Figure R301.2(4)A, the design of buildings for wind loads
7. ALL PIPING CARRYING FLUIDS ABOVE 105 DEG. F OR BELOW 55 DEG. F shall be in accordance with American Forest and Paper Association (AF£ PA) Wood
SHALL BE INSULATED TO MIN. R3. Frame Construction Manual for One- and Two-Family Dwelling (WFGM)-2015.
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