HomeMy WebLinkAbout48020-Z o�OgUFFOt��pG Town of Southold 2/17/2023
y� P.O.Box 1179
y T 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43862 Date: 2/17/2023
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 150 Goose Creek Lane Ext., Southold
SCTM#: 473889 Sec/Block/Lot: 78.-8-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/27/2022 pursuant to which Building Permit No. 48020 dated 6/29/2022
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:
addition and alterations, including covered front entry, central air conditioning, kitchen and bathroom renovations and
finished basement with recreation room,bathroom and wet bar(no kitchen)to existing singley dwelling as
applied for.
The certificate is issued to Kendall,Beverly
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 48020 12/14/2022
PLUMBERS CERTIFICATION DATED 2/13/2023 a ratan Pl bing
uth ri ed Signature
OIx�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C, 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 #: 48020 Date: 6/29/2022
Permission is hereby granted to:
Kendall, Beverly
PO BOX 1715
Southold, NY 11971
To: construct an interior demolition (kitchen and bathroom) to an existing single-family
dwelling as applied for. Additional approvals/permits will be required.
At premises located at:
150 Goose Creek Lane Ext., Southold
SCTM #473889
Sec/Block/Lot# 78.-8-10
Pursuant to application dated 5/27/2022 and approved by the Building Inspector.
To expire on 12/29/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CERTIFICATE OF OCCUPANCY $50.00
Total: $250.00
Build i ns c or
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 sean.devlin(&-town.southold.ny.us
Southold,NY 11971-0959
eouffm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Beverly Kendall
Address: 150 Goose Creek Lnae Ext city:Southold st: NY zip: 11971
Building Permit#: 48020 Section: 78 Block: 8 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: KV Electric License No: 55844ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1 st Floor X Pool
New X Renovation X 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 4 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 1 Smoke Detectors 3
Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 19 CO2 Detectors
Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 2
Transfer Switch Step Lights 7 Dryer RecptEmergency Strobe Heat Detectors
Disconnect Switches 17 4'LED Exit Fixtures Sump Pump
Other Equipment: Mini Fridge, Fridge, Oven, DW, Micro/ Hood, AC & Mini Split
Notes: " AS BUILT NO VISUAL DEFECTS " Kitchen and Finished Basement Reno
Inspector Signature: Date: December 14, 2022
S.Devlin-Cert Electrical Compliance Form
SD�l�;ol` .,
Town 11a11 Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ;. •
. . - .
Southold,NY 11971-0959 •, --� -
ourae� '
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
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.CERTIFICAT.-L.O--N
Date:
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Building Permit No.
Owner: r li C
(Please print)
Plumber: .),MIGb"L
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
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(PI hers Signature)--
Sworn
ignature)_-Sworn to bore me this
i �
day of � 20_
THOM,ASJ. MCCARTHY
Notary Public,State of Newyork
NO.5004790
Qualified in Suffoilc County
Commission Expires Nov.23,2tNotary Public, 4/11/42(ounty
ho�aOF SOGryo�
TOWN OF SOUTHOLD BUILDING DEPT.
`0ou631-765-1802
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: -PA ""on �r�. !ems ✓�� �� d-�
-► nab ►n s be on. C.�.eI -1-o Y�.scti,ed�l.� w �
Coin,�Pl�c..
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DATE INSPECTOR
50Ulyolo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] 1161SULATIOWCAULKING
[ ] FRAMING /STRAPPING [VI FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:b! C:>[ r C�D
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DATE 10 Y?/' INSPECTOR
ho��pF SOGIyOIo -
# # TOWN 'OF SOUTHOLD BUILDING DEPT.
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:
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Bunch, Connie
From: Colin McCarthy <colin831 @optonline.net>
Sent: Friday, December 30, 2022 11:03 AM
To: Bunch, Connie; Horton, LisaMarie
Subject: 150 goose creek photos
Please let me know if you need any additional photos! - Colin
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Thanks!
Colin L. McCarthy
Licensed Real Estate Salesperson
C2EX Endorsed, Commercial/Investment RE Certified
Thomas J McCarthy Real Estate, Inc.
Construction Mgr.
3
McCarthy Management, Inc.
46520 County Road 48.
Southold,NY 11971
(631) 765-5815 -Office
(631) 765-5816 -Fax
(631)461-2268 -Direct
www.colinmccarthy.realtor
Instagram @colinmccarthyrealtor
All material herein is intended for information purposes only and has been compiled from sources deemed
reliable. Though information is believed to be correct, it is presented subject to errors, omissions, changes or
withdrawal without notice. The information in this electronic mail message is the sender's business confidential
and may be legally privileged. It is intended solely for the addressee(s). Access to this internet electronic mail
message is unauthorized. If you are not the intended recipient, any disclosure, copying, distribution or any
action taken or omitted to be taken in reliance on it is prohibited and may be unlawful. The sender believes that
this internet electronic mail message and any attachments were free of any virus, worm, Trojan horse. and/or
malicious code when sent This message and its attachments could have been infected during transmission. By
reading the message and opening any attachments, the recipient accepts full responsibility for taking protective
and remedial action about viruses and other defects. The Senders employer is not liable for any loss or damage
arising in any way from this message or its attachments. Thomas J. McCarthy Real Estate Inc. is a licensed real
estate broker.
ATTENTION: This email came from an external source. Do not open attachments or click on links from
unknown senders or unexpected emails.
4
Jeffrey T. Butler, P.E., P.C.
206 Lincoln Street
Riverhead, New York 11901
631-208-8850
Licensed Professional Engineer
nr.T .3 i .9n99
October.31,2022 lo n
Building Department
Town of Southold
54375 Main Road
Southold,NY 11971
RE: 150 Goose Creek Southold SCTM 1000-78-8-10
To Whom Jt May Concern,
Please note the following concerning this application:
• I have inspected the insulation of the dwelling and find that the work conforms with
the NY State code and the approved plans and the Energy Report on file with this
application.
Should you have any questions please do not hesitate to call.
Sinc e
�p-CE OFA
Jeffre er,P.E.
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Jeffrey T. Butler, P.E., P.C.
206 Lincoln Street
Riverhead, New York 11901
631-208-8850
Licensed.Professional Engineer
October 31,2022 _ OCT
,,n
Building Department
Town of Southold
54375 Main Road
Southold,NY11971
RE: 150 Goose Creek, Southold SCTM 1000-78-840
To Whom It May Concern,
Please note the,following concerning this application:
• I have inspected the plumbing within the dwelling and find that the work conforms
with the NY State code and the approved plans.A system pressure test was
witnessed for both the supply and drainage pipes. All piping and fittings were
verified to be in compliance with the code:
Should you have any questions please do not hesitate to call..
Sincerely.,, �P�E OF iVF�
Jeffi�T., utler,P.E. M
t
4U g
Q 03993
OFFSS I ON��'�
Jeffrey T. Butler, P.E., P.C.
206 Lincoln Street
Riverhead, New York 11901
631-208-8850
Licensed Professional Engineer
�[ it n f_
OCT. 3 1.7n22
October 31,2022
<t n
Building Department
Town of Southold
54375 Main Road
a
Southold,NY 11971
RE: 150 Goose Creek, Southold SCTM 1000-78-8-10
To Whom It May Concern,
Please note the following concerning this application:
• I have inspected the framing and strapping of the dwelling and find that the work
conforms with the IVY State code and the approved plans.
Should you have any questions please do.not hesitate to-call.
Sincer y, �E OF
0
Jeff y T. B ler,P.E. I"
O�pF3493
FSSI0�1�L�
FIELD INSPECTION REPORT DATE COMMENTS
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ADDITIONAL COMMENTS
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o�SFacK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
yam. Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldto3ymy.gov
f
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only ®
PERMIT N0. �� Building Inspector:
M L
AY 2 7 2022
Applications and forms must be filled out in their entirety.Incomplete TOWNLDING DEPT
applications will not be accepted. Where the Applicant is not the owner,an Oi-SOUTHOLO
Owner's Authorization form(Page 2)shall be completed.
Date:5-24-22
OWNER(S)OF PROPERTY:
Name:Kendall SCTM#1000-78-8-10
Project Address:150 Goose Creek Lane Southold NY 11971
Phone#:631-765-6377 Email:Kendallbev@aol.com
Mailing Address:150 Goose Creek Lane Southold NY 11971
CONTACT PERSON:
Name:Thoomas J McCarthy Real Estate Inc - Thomas J McCarthy
Mailing Address:46520 Rte 48 Southold NY 11971
Phone#:631-765-5815 Email:tmccarthy.tmccarthy_@gmail.com
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:McCarthy Management Inc
Mailing Address:46520 County Rd 48 Southold NY 11971
Phone#:631-765-5815 Email:tmccarthy.tmccarthy@gmail.com
DESCRIPTION OF PROPOSED CONSTRUCTION
[:]NewStructure ❑Addition ❑Alteration ❑Repair ®Demolition Estimated Cost of Project:
❑Other_[h k r-J'ar dQrn d $
Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo
1
PROPERTY INFORMATION
Existing use of property:Single Family Residence Intended use of property:Single FamilyResidence
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
ResidentialFR-40 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 15 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply.with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print n e):RUTH LOVE BAuthori ed Agent ❑Owner
Signature of Applicant: �t. Date: cX �, T
STATE OF NEW YORK)
SS:
COUNTY OF SUFFOLK )
RUTHLOVE 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 ther ith.
Sworn before me this /� I
day of aq 20
N ryP blc
WENDY A.STAPV
No. 'State of ew
PROPERTY OWNER AUTHORIZATION QH3Nd in Suffolk Co �
2
(Where the applicant is not the owner) Coallriission Expires Jan.6,
SEE ATTACHED AUTHORIZATION
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
BUILDING DEPARTMENT-Electrical Inspector
Gy TOWN OF SOUTHOLD
cm ' Town Hall Annex-54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
y O� Telephone (631) 765-1802- FAX(631)765-9502
rogerr@southoldtownny.Qov- sea nd(c-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/2022
Company Name: K.V. ELECTRIC
Electrician's Name: KEN VAUGHN
License No.: 55844 Elec. email:KVELECTRIC@GMAIL.COM
Elec. Phone No: 516-250-5383 ❑I request an email copy of Certificate of Compliance
Elec. Address.: 405 CENTRAL DRIVE BOHEMIA NY 11716
JOB SITE INFORMATION (All Information Required)
Name: 150 GOOSE CREEK LLC
Address: 150 GOOSE CREEK LN SOUTHOLD
Cross Street: N. BAYVIEW
Phone No.: 631-765-5815
BIdg.Permit#: 48020 email:TMCCARTHY.TMCCARTHY@GMAIL.COM
Tax Map District: 1000 Section:78 Block: 8 Lot:10
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Rex•oJo.�e. �►z}chv+ I s�
Square Footage: 2�1 0,0
Circle All That Apply:
Is job ready for inspection?: YES❑NO F-]Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES[?I NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground[]Overhead
#Underground Laterals M 1 FJ2 n H Frame Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
o
SEP ? ► 2022
F',:ILvlw.- -
Ta'll. Cv'
4
�o,Sofot,I- BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
o '` Town Hall Annex-54375 Main Road - PO Box 1179 .
CA
Southold, New York 11971-0959
4, �o� Telephone (631) 765-1802- FAX (631) 765-9502
rogerr(@@southoldtownny.gov— seandC@,southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION '
ELECTRICIAN INFORMATION (All Information Required) Date: 9/27/2022
Company Name: K.V. ELECTRIC
Electrician's Name: KEN VAUGHN
License No.: 55844 Elec. email:KVELECTRIC@GMAIL.COM
Elec. Phone No: 516-250-5383 ❑1 request an email copy of Certificate of Compliance
Elec. Address.: 405 CENTRAL DRIVE BOHEMIA NY 11716
JOB SITE INFORMATION (All Information Required)
Name: 150 GOOSE CREEK LLC
Address: 150 GOOSE CREEK LN SOUTHOLD
Cross Street: N. BAYVIEW
Phone No.: 631-765-5815
Bldg.Permit#: 48020 email:TMCCARTHY.TMCCARTHY@GMAIL.COM
Tax Map District: 1000 Section:78 Block: 8 Lot:10
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage: -,M)
Circle AII That Apply:
Is job ready for inspection?: YES❑NO —]Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES MNO Issued On
Temp Information: (All information required)
Service Size❑1 PhF—]3 Ph Size: A #Meters Old Meter#
F-1 New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead
#Underground Laterals M 1 F12 H Frame D Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
I12,,G [Da-)c, o
f a
PERMIT# Address:
Switches
COutlets��,
G F I'
Surface
Sconces I
H H's
1
UC Lts
Fans Fridge I HW
Exhaust Oven ) WAD
Smokes ( DW Mini l
1�
6
Carbon Micro Generator
Combo I Cooktop Transfer
ll
AC ��� � Hood Service
Amps Have Used
Special:
Comments
D)lf V
t
Thomas J. McCarthy Real Estate, Inc.
www.thomasjmccarthy.com
LETTER OF AUTHORIZATION
May 24,2022
To Whom It May Concern:
I,Beverly A.Kendall, authorize and give permission/s to Thomas J.McCarthy and/or McCarthy
Management, Inc.to apply on my behalf,for any and all permit/s; for work to be done at the
property located at 150 Goose Creek Lane, Southold NY 11971.
,A
Beverly A. Kendall
: a �7
Date
C 1
Thomas c art y
Own r/Broker
Date
46520 Route 48 Tel. 631.765.5815
Southold,NY 11971 Faz.631.765.5816
office@ thomasjmccarthy.com
1 McCARTHX MANAGEMENT INC. LETTER OF TRANSMITTAL
46520 COUNTY ROAD.48
SOUTHOLD, NY 11971
DATEL'� ^ JOB NO.
(631) 765-5815 FAX (631) 765-5816 ATTENTI N
TO E?"�/1 / �5o Q h RE:
Pot 010 �J
ITO
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIESDATE NO. DESCRIPTION
l � �
1 113 6
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
MAY2 7 202
7LmL zG ME P.M
F�f�'vtt yy
COPY TO
SIGNED:
If enclosures are not as noted,kindly notify us at once.
McCARTHY MANAGEMENT, INC. LETTER OF •
46520 COUNTY ROAD 48
SOUTHOLD, NY 11971
DATE q ` ' ^ n JOB NO.
(631) 765-5815 FAX (631) 765.5816 ATTENTION VJ' C_J'/(/�[`
TO 1-D Lo 1 �C)v,�Ao RE: IY IGT &,d e->rall 4
s�o A-ha
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES • DESCRIPTION
9 01
ellt a
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
F
SEP 2 ? 2022
_;
COPY TO
SIGNED:
if enclosures are not as noted,kindly notify us at once.
McCARTM MANAGENIEENT, INC. LETTER OF TRANSMITTAL
46520 COUNTY ROAD 48
SOUTHOLD, NY 11971
' C DATE � JOB NO. "
(631) 765-5515 FAX (631) 765.7816 ATTENTION
TO RE:
'WE-ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
i
COPIESDATE NO. DESCRIPTION
r . ry WACGr+S
¢�'Ml cAAt-. 10S Y+ -tk-
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
If enclosures are not as noted,kindly notify us at once.
WCARTRY MANAGEMENT, INC. - TRANSMITTAL
46520 COUNTY ROAD 48
SOUTHOLD, NY 11971
DATE /jO Iq Z 2 JOB NO.
(631) 765-5815 FAX (631) 765.5816 ATTENTION
TO �7 SO CL RE: ?6 ZLA� D-9 d
• `-i6
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑'Prints ❑ Plans ❑ Samples ❑ .Specifications
❑ Copy of letter ❑ Change order ❑
coplEs DATE NO. DESCRIPTION
C'D
THESE ARE TRANSMITTED as checked below:
For approval ❑ Approved as submitted ❑ Resubmit copies for approval
Ldf ror your use ❑ Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
SIGNED:
'\ if enclosures are not as noted,kindly notify us at once.
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15UR\/Ei-' o� ��� rl.�� -�
ATBAYVIEN
TOWN OF: SOUTHOLD
SUFFOLK GOUNTY 71;mea
>1
!E5UFFOLK COUNTY TAX MAP NUMBER pW� C-Iqzl
,
SURVEYED FEB. 25, IcT147 "wSN"6t",t o"Isb qp �
HEALTH DEPT. INFO. JULY '7,lcfq-1
HEALTH DEP F. INFO. AU66 Icjq-1
STRU(,TUR
IES RESTAKED AU6-�4, !-Iqb
FOUNDATION LOCATED: q-17-q5
l?
FINAL SURVEYi
AMENDED 0-7-22-qq G
STAKES SET 05
GERTIFIED TO:
JOHN G. KENDALL Ell
�'
FIRST AMERICAN'[CAN TITLE INSURANCE '
GOMPANY OF NEW YORK 151-5-3704
ULSTER SAVIN65 BANK ITS
SUCCESSORS OR ASSIGNS
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vkbl'
SCALE I INGI--1 = 60 FEET
0
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if
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4RE4 15.466 4 Cp,, All"
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MAY 27 2099
BUILDING DEPT
TOWN Ci:SOUTHOLD
40.
------ 140
CMF
JOHN C.EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S.UC NO.50202
RWERHUDN.Y.11901
369-8288 Fax 369-M REF.D.\JoBMoM&
oQ
McCarthy Management, Inc.
DEMOLITION LIST
150 Goose Creek Lane
1000-78-8-10
KITCHEN
COMPLY WITH ALL CODES OF
Cabinets NEW YORK STATE & TOWN CODES
Countertops AS REQUIRED AND CONDITIONS OF
Flooring
Tile
Appliances BOARD
-S0��18�8�811�
BATHROOM USTEES. v nFG
Replace fixtures and flooring
_OCCUPANCY OR
APPRO. ED AS NOTED JSE I,'S UNLAWFUL
DATE: —B.P.# WITHOUT CERTIFICAT
FEE: , b BY: - OFF OCCUPANCY
NOTIFY -BUILDING DEPARTMENT AT
765-"1802. 8•AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION,: TWO REQUIRED
FOR POURED CONCRETE I
..2. ROUGH .7 FRAMING & 'PLUMBINGA 4 i '1SI�
9. INSULATION J ,�
4. FINAL - CONSTRUCTION MUST pP rnn[,�
BE COMPLETE FOR C.O. 1
ALL CONSTRUCTION SHALL MEET THE re lel.[rQ�
REQUIREMENTS OF THE CODES OF NEW l�
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
46520 Route 48 Tel. 631.765.5815
Southold, NY 11971 Fax.631.765.5816
office@ thomasjmccarthy.com
Generated by REScheck-Web Software
Compliance Certificate
Project Goose Creek
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Goose Creek Jeffrey Butler
Soutjold, NY 15168184379
jell@butler-ae.com
Compliance: Passes using UA trade-off
Compliance: 5.8%Better Than Code Maximum UA: 121 Your UA: 114 Maximum SHGC: 0.40 Your SHGC: 0.30
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.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Envelope Assemblies
Prop.Assembly Gross Area Cavity Cont.
Perimeter
Ceiling: Flat Ceiling or Scissor Truss 725 30.0 0.0 0.035 0.026 25 19
Wall:Wood Frame, 16"D.C. 1,236 15.0 6.5 0.049 0.060 55 68
Door:Glass Door(over 50%glazing)
SHGC: 0.30 63 0.310 0.320 20 20
Window:Vinyl Frame
SHGC: 0.31 45 0.310 0.320 14 14
Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory '-;pection Checklist.
Jeffrey T Butler, PE 9-20-22
Name-Title Signatur NEGEi Date
g�P�FP�Y Tel 9
! ac
m u,
ZN�OA
V
�F SIONP
Project Title: Goose Creek Report date: 09/16/22
Data filename:
Pagel of 9
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 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 Value Value Complies? Comments/Assumptions
&Re .ID
103.1, :Construction drawings and ❑Complies I Requirement will be met.
103.2 :documentation demonstrate ❑Does Not
[PRI]1 ;energy code compliance for the
:building envelope.Thermal ❑Not Observable ;
:envelope represented on ; ❑Not Applicable
;construction documents. ;
103.1, ;Construction drawings and #❑Complies ;Requirement will be met.
103.2, :documentation demonstrate []Does Not
403.7 ;energy code compliance for
[PR3]1 ;lighting and mechanical systems. []Not Observable
v ;Systems serving multiple ; ,❑Not Applicable ;
;dwelling units must demonstrate
;compliance with the IECC
;Commercial Provisions. ;
302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met.
403.7 sized per ACCA Manual S based ; Btu/hr : Btu/hr :❑Does Not
[PR2]2 on loads calculated per ACCA Cooling: : Cooling: ❑Not Observable
Manual J or other methods Btu/hr ; Btu/hr ; ;
;approved by the code official. : ,❑Not Applicable ,
ti i
i i
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 2 of 9
Section
# Foundation Inspection Complies? Comments/Assumptions
&Re .ID
303.2.1 ;A protective covering is installed to ;❑Complies :Exception: Requirement is not applicable.
[FO11]2 protect exposed exterior insulation :❑Does Not
aJ ;and extends a minimum of 6 in. below
;grade. ;❑Not Observable
❑Not Applicable
403.9 snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable.
[FO12]2 installed. ;❑Does Not
❑Not Observable;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 3 of 9
section Plans Verified Field Verified
# Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions
&Re .ID
402.1.1, ;Glazing U-factor(area-weighted ; U- [ U- ;❑Complies ;See the Envelope Assemblies
402.3.1, average). 1❑Does Not ;table for values.
402.3.3, ;❑Not Observable i
[FR2]1 ;❑Not Applicable
303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met.
[FR4]1 :are determined in accordance ❑Does Not
u ;with the NFRC test procedure or 1 [:]Not Observable
;taken from the default table.
❑Not Applicable ;
402.4.1.1 ;Air barrier and thermal barrier 111Complies ;Requirement will be met.
[FR23]1 installed per manufacturer's ❑Does Not
instructions.
U []Not Observable ;
❑Not Applicable
402.4.3 [Fenestration that is not site built ❑Complies [Requirement will be met.
[FR20]1 is listed and labeled as meeting ❑Does Not
u ;AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable ;
;or has infiltration rates per NFRC ,
1400 that do not exceed code ' ❑Not Applicable ;
limits.
402.4.5 ;IC-rated recessed lighting fixtures! ❑Complies ;Requirement will be met.
[FR16]2 rsealed at housing/interior finish ( P ❑Does Not
Jand labeled to indicate s2.0 cfm
{leakage at 75 Pa. [:]Not Observable ;
IE]Not Applicable i
403.3.1 !Supply and return ducts in attics ❑Complies ;Requirement will be met.
[FR12]1 1 insulated>= R-8 where duct is ❑Does Not
ID) ;>=3 inches in diameter and>_ ! EI Observable
R-6 where <3 inches.Supply and ,
!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. 1 ;
403.3.2 ;Ducts, air handlers and filter ❑Complies :Requirement will be met.
[FR13]1 boxes are sealed with ❑Does Not
v [joints/seams compliant with []Not Observable
!international Mechanical Code or
!international Residential Code,as • ❑Not Applicable ;
!applicable. '
403.3.5 !Building cavities are not used as 10complies ;Requirement will be met.
[FR15]3 iducts or plenums. 1 ' ' ❑Does Not
(t)) a
[]Not Observable
1 ❑Not Applicable
403.4 ti HVAC piping conveying fluids 1 R- ; R- 1❑Complies ;Exception: Requirement is
[FR17]2 iabove 105°F or chilled fluids ! ; 1❑Does Not !not applicable.
below 55 °F are insulated to?R- 1 1 1 !
❑
3 ; 1 ; Not Observable ;
:[]Not Applicable
403.4.1 1 Protection of insulation on HVAC JE]Complies ;Requirement will be met.
[FR24]1 !piping. ❑Does Not
Q) []Not Observable
❑Not Applicable
403.5.3 ')'Hot water pipes are insulated to ; R- ; R- !❑Complies ;Requirement will be met.
[FR18]2 R-3. ;❑Does Not
v ; ;❑Not Observable
❑Not Applicable 1.
403.6 ;Automatic or gravity dampers are JE]Complies ;Requirement will be met.
[FR19]2 's installed on all outdoor air ❑Does Not 1
yintakes and exhausts.
❑Not Observable 1
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 4 of 9
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data.filename: Page 5 of 9
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
&Re .ID
303.1 ;All installed insulation is labeled JE]Complies ;Requirement will be met.
[IN13]2 {or the installed R-values []Does Not
.9 provided. ❑Not Observable
J❑Not Applicable
402.1.1, Mall Insulation R-value. If this Is a 1 R- ; R- ;[ Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not table for values.
402.2.6 ;wall insulation on the wall I❑ Mass i❑ Mass i❑Not Observable
[IN3]1 ;exterior,the exterior insulation ; ;
!requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable
I
303.2 f Wall insulation is installed per IE]Complies ;Requirement will be met.
[IN4]1 manufacturer's instructions. ❑Does Not
[]Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 6 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID
402.1.1, ;Ceiling insulation R-value. ; R-
R- !❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ;❑ Wood UDoes Not table for values.
402.2.2, ❑ Steel ❑ Steel :❑Not Observable
402.2.6
[Fill' ; ; ;❑Not Applicable
303.1.1.1, ;Ceiling insulation installed per ❑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.
[FI22]2 !insulation include baffle adjacent ❑Does Not
,,to soffit and eave vents that ;
;extends over Insulation. ❑Not Observable
IE]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
403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met.
[FI27]1 determine air leakage with ft2 ft2 ❑Does Not
either: Rough-in test:Total
;leakage measured with a !❑Not Observable
!pressure differential of 0.1 inch ! ; ;❑Not Applicable ;
:w.g.across the system including
;the manufacturer's air handler ;
!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.
403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 !❑Complies ;Requirement will be met.
[FI4]1 1cfm/100 ft2 across the system or 1 ftz ftz ;❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in ❑Not Observable !
!tests,verification may need to ! ; ;❑Not Applicable ;
;occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated JE]Complles ;Requirement will be met.
[F124]1 :by manufacturer at<=2%of ❑Does Not :
design air flow. ❑Not Observable !,
❑Not Applicable
403.1.1 #Programmable thermostats ❑Complies !Requirement will be met.
[FI 9]2 installed for control of primary ❑Does Not
'!heating and cooling systems and
initially set by manufacturer to ❑Not Observable ;
,code specifications. ❑Not Applicable
403:1.2 ',Heat pump thermostat installed ❑Complies ;,Exception: Requirement is
[FI 10]2 ion heat pumps. ❑Does Not not applicable.
'y ! ❑Not Observable
:
1ElNot Applicable
403.5.1 'Circulating service hot water ❑Complies !Requirement will be met.
[F1 11]2 •systems have automatic or ! ,"Does Not
?accessible manual controls.
❑Not Observable
❑Not Applicable
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 7 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID
403.6.1 ;All mechanical ventilation system ❑Complies !Requirement will be met.
[FI25]2 Mans not part of tested and listed ❑Does Not
HVAC equipment meet efficacy
;and air flow limits per Table ❑Not Observable ;
11403.6.1. ❑Not Applicable
403.2 ;,Hot water boilers supplying heat ; ❑Complies ;Requirement will be met.
[FI26]2 Jthrough one-or two-pipe heating ❑Does Not
systems have outdoor setback
;control to lower boiler water []Not Observable ;
temperature based on outdoor ❑Not Applicable
temperature.
403.5.1.1 ;Heated water circulation systems i ❑Complies ;Requirement will be met.
[F128]2 have a circulation pump.The []Does Not
system return pipe is a dedicated
return pipe or a cold water supply ❑Not Observable
pipe.Gravity and thermos- ❑Not Applicable
;syphon circulation systems are
j not present.Controls for
circulating hot water system
pumps start the pump with signal
;for hot water demand within the
}occupancy. Controls
;automatically turn off the pump
;when water is in circulation loop ;
is at set-point temperature and ,
no demand for hot water exists.
403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is
[F129]2 rcomply with IEEE 515.1 or UL ❑Does Not not applicable.
5515.Controls automatically
}adjust the energy input to the []Not Observable ;
heat tracing to maintain the ❑Not Applicable ;
desired water temperature In the
piping. ;
403:5.2 y Demand recirculation water ❑Complies !Exception: Requirement is
,[FI30]2 systems have controls that []Does Not 1 not applicable.
manage operation of the pump
Viand limit the temperature of the 1 3❑Not Observable ;
.water entering the cold water !❑Not Applicable ;
piping to<= 1049F.
403:5.4 ;Drain water heat recovery units ; ❑Complies ;Exception: Requirement is
[F131]2 ;tested in accordance with CSA ❑Does Not 1 not applicable.
B55.1. Potable water-side
pressure loss of drain water heat ❑Not Observable ;
'recovery units<3 psi for ❑Not Applicable
individual units connected to one
,or two showers. Potable water- ;
aside pressure loss of drain water
heat recovery units< 2 psi for
individual units connected to
three or more showers.
404.1 ;90%or more of permanent { [ Complies ;Requirement will be met.
[F1611 fixtures have high efficacy lamps. ❑Does Not
,
[]Not Observable ;
❑Not Applicable
404.1.1 ;,Fuel gas lighting systems have IE]Complies ;Requirement will be met.
[F[23]3 :no continuous pilot light. []Does Not
,
❑Not Observable ;
[]Not Applicable
401.3 ',;Compliance certificate posted. ![]Complies ;Requirement will be met.
[F17]2 ti
[]Does Not
,
' ❑Not Observable ;
❑Not Applicable
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 8 of 9
Section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID
303.3 !Manufacturer manuals for I ❑Complies :Requirement will be met.
[FI18]3 mechanical and water heating ❑Does Not
;systems have been provided.
[]Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Goose Creek Report date: 09/16/22
Data filename: Page 9 of 9
2018 I ECC .Energy
Efficiency Certificate
Insulation Rating R-Value
Above-Grade Wall 21.50
Below-Grade Wall 0.00
Floor 0.00
Ceiling / Roof 30.00
Ductwork(unconditioned spaces):
Glass & Door Rating U-Factor SHGC
Window 0.31 0.31
Door 0.31 0.30
CoolingHeating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
150 GCL, LLC
46520 Route 48
Southold„ NY 11971
D I �M�
DD
S E" 11 ?022
9-21-22 BLUDINI G DEP'.
TOWN OF SOUTTIOLD
Re: 150 Goose Creek Lane
Modification request to permit#48020
Work needed to be included in revision:
Add new bathroom entry door to existing second floor bath
Renovate kitchen
Remove wall in kitchen
Finish basement per plans
Add central air conditioning
Add new front covered entry over existing stairway
Build new stairs and entry landing to existing deck
Add Landscape walls and stair at basement exterior entrance
Thank you ,
Tom Mc arthy
516-779-6386
WINDOW PERFORMANCE DATA: ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER DESIGN CRITERIA: NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET).
TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,
ALL WINDOWS BY ANDERSEN, SERIES 400 DOUBLE HUNCa THESE PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 WIND SUBJECT TO DAMAGE FROM WINTER AIR ICE SHIELD
ENERGY CONSERVATION CONSTRUCTION CODF. GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN SPECT '
U=.30, SHC�C=.31, DP 30, LOW E SUN C,4NDERSENWINDOW.GOM) SPEED EXPOSURE `
FLOOD LIVE DEAD ROOF UPLIFT LOAD TYPE OF
PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. SNOW (MPH) ATAGORY DESIGN LINE TEMP. INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA CONSTRUCTION
SOIL BEARING CAPACITY FOR THIS SITE EGRESS WIDOW MUST MEET MINIMUM CLEAR OPENING OF LOAD CATAGORY WEATHERING DEPTH TERMITE DECAY
IS BASED ON TEST HOLES BY OTHERS 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. MODERATE SLIGHT TO TFROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf
PI—CTO HEAVY MODERATE 40 psf 20 sf SFD 27'-0" 23'-6" 1:2 FIRST FLOOR= 1,064 SQ.FT.(N.C.) TYPE V
AND HAS BEEN DETERMINED TO BE
20 sf 140 B SEVERE 36" YES FIRM MAPS p INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf (N.C.) (N.C.) SECOND FLOOR=726 SQ.FT.(N.C,)
2,000 PSI(S W,SP)PER TABLE R401.4.1
THE 2015 IRC WITH 2UNIFORM CODE
SUPPLLVIENT PUBLISHED
BY NEW YORK STATE. SEE DETAIL SHEET FOR OPENINGS PROTECTED BY SCOPE OF WORK:
SUBHIGH WIND CONNECTION WOOD STRUCTURAL PANELS REPAIR OF DWELLING FROM NORMAL WEAR AND TEAR
REQUIREMENTS PERSUANT TO R301.2.1.2,SEE NEW KITCHEN,REFURBISH 2 BATHS,NEW SIDING,ADDITION TO
FASTENING SCHEDULE ON FLOOR PLAN CAPTURING EXISTING BASEMENT SPACE FOR
DETAIL SHEET IN THIS SET. RECREATION SPACE AND A NEW FULL BATH.NEW ROOF STRUCTURE
OVER EXISTING FRONT STOOP.NEW WINDOWS AS NOTED.
EXISTING MECHANICALS TO REMAIN.NEW EXTERIOR STAIRS TO
EXISTING REAR DECK
EXISTING STRUCTURE HAS 3 BEDROOMS.NO CHANGE TO
BEDROOM COUNT IS PROPOSED.
2020 NYS UNIFORM CODE:
EXISTING THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE
ATTIC FAN WITH 2020 RESIDENTIAL BUILDING CODE
PUBLISHED BY NEW YORK STATE.
—EXISTING ROOFING TO THE BEST OF OUR KNOWLEDGE,THESE PLANS
COMPLY WITH THE TOWN OF SOUTHOLD ZONING
AND CONSTRUCTION CODES.
TABLE R301.7
0000 ALLOWABLE DEFLECTION
— - - —TOP OF PLATE OF STRUCTUAL MEMBERS a
STRUCTUAL MEMBER ALLOWABLE
DEFLECTION
o -
RAFTERS HAVING SLOPES GREATER THAN 3/12
0o PROPOSED - WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180
' ROOF OVER �`
L..JlINTERIOR WALLS AND PARTICIANS X180
APRON FLASH TYP EXISTING STOOP . �
.' ` FLOORS AND PLASTERED CEILINGS U360
PROPOSED MEATAL PROPOSED
STANDING SEAM ROOF OVER ALL OTHER STRUCTURAL MEMBERS U240
z
�
ROOFING � —EXISTING STOOP — —TOP OF SUBFLOOR
EXTERIOR WALLS WITH PLASTER OR STUCCO H/360
—TOP OF PLATE ; FINISH w
EXTERIOR WALLS-WIND LOADS°WITH BRITTLE m
' FINISHES U240 w
EXTERIOR WALLS-WIND LOADSVITH 1J120 =
FLEXIBLE FINISHES
NOTE:L=SPAN LENGTH,H=SPAN HEIGHT w
o
, m
A.THE"oo
LL BE
D To BE TAKEN AS 0.7 TIMES
LLJ I u
RAIL PER CODE HE COMPONENT
DOANDACLADDING LOADSS FOR THE PUIRPOSE OF THE
DETERMINING DEFLECTION LIMITS HEREIN.
ML um u u
TABLE R301.6
MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE— - - —TOP OF SUBFLOOR ASC PER SQUARE FOOT OF HORIZONTAL PROJECTION
UNIT TRIBUTARY LOADED
` — - — -
—TOP OF FOUNDATION
AREA IN SQUARE FEET
FOR ANY STRUCTURAL ( 1
MEMBER
--------- ROOF SLOPE 200 2 VER 600 01 0600 X
FLAT OR RISE LESS THAN 4 INCHES PER FOOT 20 16 12 , LL
(1:3)
RISE C INCHES PER FOOT(1:3)TO LESS THAN L Lu 'D cQ
FRONT ELEVATION
GRADE 12 INCHES PER FOOT(1:1) 16 14 12 [L cz m
IBEYOND RISE 12 INCHES PER FOOT(1:1)AND GREATER 12 12 12 O r
RIGHT SIDE ELEVATION
LANDSCAPE WALL � -,fV r
GRADE 0
In z
D
F-1 F7 F7 D
a o
SE;" L�-�122
- - -- - - - -- --_- - - - 1r; U-
OF MEw
— — — — — — — — — — — — — �,�PEY T. e 9
— - - —TOP OF PLATE — — — — — — — _ — — — — — — — _ — — — — — — — " 4;
tu
Rr S1ok'l
0
— — — — — — — — — — — — — — — — — — — JEFFREY T. BUTLER, P.E.
50
W
— — — — — — O
O � a
—TOP OF SUBFLOOR O LL a 0
- —TOP OF PLATE O O u
� A
Q >
> m
u1 z p
irp �0 0
60 LV
UOr
RAIL PER CODE N O
N
W
9
— - - —TOP OF SUBFLOOR 00 0
§RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT o � z 0 �
EXCEED 15 PSF(0.72 KN0,12)FOR ROOFS/CEILING ASSEMBLIES OR 10 PSF 74 — _ — _ — a
(0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY —TOP OF FOUNDATION O
§RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED:
~ O v L
1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. z
2.FOURTEEN PSF(0.67 EN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED •- ===== V §j p
STEEL WALLS.
3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS.
4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED
STEEL WALLS.
5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY
WALLS. LEFT S I D E ELEVATION. PAGE :
6.EIGHTY-FIVE PSF(4.0 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE
WALLS.
EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 t �I ®�
KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 REAR EL E 1(`/A 1 I O 1 `L
4
PROVIDED THE WALL 13RACING AMOUNTS IN CHAPTER R6 ARE
INCREASED IN ACCORDANCE WITH TABLE RR301.2.2.4.
[NY]N1109.1.1(R503.1.1)BUILDING ENVELOPE. CHAPTERI l[RE]:ENERGY EFFICIENCY: TABLE P3201.7 SECTIONP3103: VENT TERMINALS
BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION NOTE:
N1102.1.2 OR N1102.1.4,SECTIONS NI 102.2.1 THROUGH N1102.2.13,N1102.3.1,N1102.3.2,N1102.4.3 AND N1102.4.5. THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE"ENERGY CODE")IS 4° VTR SIZE OF TRAP FOR PLUMBING FIXTURES VENTP31031 VENT PIPES TERMINATING OUTDOORS.
EXCEPTION:THE FOLLOWING ALTERATIONS SHALL NOT BE REQUIRED TO COMPLY WITH THE REQUIREMENTS ADOPTED PURSUANT TO ARTICLE I 1 OF THE ENERGY LAW.THE ENERGY CODE IS SET FORTH IN TRAP SIZE MIN. VENT PIPES TERMINATING OUTDOORS SHALL BE EXTENDED L THE
FOR NEW CONSTRUCTION PROVIDED THAT THE ENERGY USE OF THE BUILDING IS NOT INCREASED: PART 1240 OF TITLE 19 OF THE NEW YORK CODES,RULES AND REGULATIONS("PART 1240")AND IN PLUMBING FIXTURE OUTDOORS THROUGH THE ROOF ORA SIDS IDENTIFIED
OF THE BUILDING IN
].STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. THE PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240.THOSE PUBLICATIONS INCLUDE, --------------------
(INCHES) ACCORDANCE WITH ONE OF THE METHODS IDENTIFIED IN SECTIONS
2.EXISTJNG CEILING,WALL OR]ZOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE BUT ARE NOT LIMITED TO.THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK ______ _3" ""
_____ ____ I 1-------, BATHTUB(WITH OR WITHOUT SHOWER HEAD P-1 -.1.1 THROUGH P3103.1.4.
CAVITIES ARE LING,FILLEWITH INSULATION. STATE(THE"2020 ECCCNYS").THE PROVISIONS OF THE ENERGY CODE APPLICABLE TO"RESIDENTIAL - ! L dV ' LAV I AND/OR WHIRLPOOL ATTACHMENTS 1 1/2P3103.1.1 ROOF EXTENSION.
3.CONSTRUCTION WHERE THE EXISTING ROOF,WALL OR FLOOR CAVITY IS NOT EXPOSED. BUILDINGS"ARE SET FORTH IN THAT PART OF THE 2020 ECCCNYS DENOTED AS THE"ECCCNYS- W,C. W,C. Tug/ BIDET 11/4 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF THAT DO NOT MEET
4.ROOF RECOVER. RESIDENTIAL PROVISIONS:'
S.ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED CHAPTER 11 IS INTENDED TO BE A RESTATEMENT OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND SHOWER SHOWER THE CONDITIONS OF SECTION P3103.1.2 OR P31E ROOF
SHALL TERMINATE
DURING REROOFING SHALL O INSULATED EITHER ABOVE OR BELOW THE SHEATHING. IS INCLUDED IN THIS CODE AS A CONVENIENCE TO THE USERS OF THIS CODE.HOWEVER,THE CLOTHES WASHER STANDPIPE 2 NOT LESS THAN 6 INCHES(150 MM)ABOVE THE ROOF OR 6 INCHES(150 MM)
6.SURFACE-APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE-PANE FENESTRATION ASSEMBLIES LEGALLY BINDING PROVISIONS OF THE ENERGY CODE ARE AS SET FORTH IN PART 1230 AND THE SECOND FLOOR ABOVE THE ANTICIPATED SNOW ACCUMULATION,WHICHEVER IS GREATER.
TO REDUCE SOLAR HEAT GAIN PROVIDED THAT THE CODE DOES NOT REQUIRE THE GLAZING OR PUBLICATIONS INCORPORATED BY REFERENCE IN PART 1240,AND IN THE EVENT OF ANY CONFLICT DISHWASHER(ON SEPARATE TRAP) 1 112
FENESTRATION ASSEMBLY TO BE REPLACED. BETWEEN THE PROVISIONS OF THE ECCCNYS-RESIDENTIAL PROVISIONS AND PROVISIONS SET FORTH P310 RE ROOF USED FOR RECREATIONAL PURPOSES.
3
7.ALTERATIONS WHICH REPLACE LESS THAN FIFTY PERCENT OF THE LUMINAIRES WITHIN A SPACE, IN CHAPTER 11,THE PROVISIONS OF THE ECCCNIYS-RESIDENTIAL PROVISIONS WILL CONTROL. n 2° 3, 2° FLOOR DRAIN 2 WHERE A ROOF IS TO BE USED FOR ASSEMBLY, A PROMENADE,
OBSERVATION DECK OR SUNBATHING DECK,OR F FOR SIMILAR PURPOSES,
PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. KITCHEN SINK(ONE OR TOW TRAPS,WITH OR 11/2 OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN 7 FEET(2134 MM)
NI 109.1.1.1(R503.1.1.1)REPLACEMENT FENESTRATION. SECTION NI 107(8501):EXISTING BUILDINGS-GENERAL:
WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FEN314 WITHOUT DISWASHER AND FOOD WASTE DISPOSER ABOVE THE ROOF.
PRODUCT,INCLUDING SASH AND GLAZING,THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE Ni 107.1(R501.1)SCOPE. LAUNDRY TUB(ONE OR MORE COMPARTMENTS) 1 1/2
APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGCAS SPECIFIED IN TABLE N1102.1.2.WHERE MORE THE PROVISIONS OF SECTIONS N1107 THROUGH N1111 SHALL CONTROL THE ALTERATION,REPAIR, _____-__ W103.1.3 ROOF EXTENSION COVERED.
THAN ONE REPLACEMENT FENESTRATION UNIT IS TO BE INSTALLED,AN AREA-WEIGHTED AVERAGE ADDITION AND CHANGE OF OCCUPANCY OF EXISTING BUILDINGS AND STRUCTURES. -""" _''-- WHERE AN OPEN VENT PIPE TERMINATES ABOVE A SLOPED ROOF AND
' � ----~-3""""'---"+ LAVATORY 11/4
OF THE U-FACTOR,SHGC OR BOTH OF ALL REPLACEMENT FENESTRATION UNITS SHALL BE AN [NY JN1107.1.1(R501.1.1)ADDITIONS,ALTERATIONS,OR REPAIRS:GENERAL.ADDITIONS,ALTERATIONS, ' IS COVERED BY EITHER A ROOF-MOUNTED UNTOPANE (SUCH THE
A SOLAR
ALTERNATIVE THAT CAN BE USED TO SHOW COMPLIANCE. OR REPAIRS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL COMPLY LAY ' COLLECTOR OR PHOTOVOLTAIC PANEL MOUNTED OVER THE VENT
WITH SECTION N1108,NI 109 OR N1110.UNALTERED PORTIONS OF THE EXISTING BUILDING OR W.C.W, ' SHOWER BASED R THE TOTAL FLOW RATE
� SINK � THROUGH SHOWERHEADS AND BODY SPRAYS) OPENING)OR A ROOF ELEMENT(SUCH AS AN ARCHITECTURAL FEATURE
NI 109.1.2(8503.1.2)HEATING AND COOLING SYSTEMS. BUILDING SUPPLY SYSTEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CHAPTER. ORA DECORATIVE SHROUD),THE VENT PIPE SHALL TERMINATE NOT LESS
NEW HEATING,COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY EXCEPTION:THE EXCEPTIONS OF SECTION N1101.1 OF THIS CODE SHALL APPLY. FLOW RATE: THAN 2 INCHES(51 MM)ABOVE THE ROOF SURFACE.SUCH ROOF ELEMENTS
WITH SECTION NOOL p W W M GPM AND LESS 11/2 SHALL BE ATIODESIGNED TO PREVENT THE ADVERSE EFFECTS OF SNOW
EXCEPTION:WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED,DUCT N1107.2(8501.2)EXISTING BUILDINGS. FIRST FLOOR MORE THAN 5.7 GPM UP TO 12.3 CPM 2
MORE THAN 12.3 GPM UP TO 25.8 GPM 3 ACCUMULATION AND WIND ON THE FUNCTION OF THE VENT.THE
SYSTEMS WITH LESS THAN 40 LINEAR FEET(12.19 M)IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED EXCEPT AS SPECIFIED IN THIS CHAPTER,THIS CODE SHALL NOT BE USED TO REQUIRE THE REMOVAL, g" 2u 2° 2u 2 MORE THAN 25.8 GPM UP TO 55.6 GPM 4 PLACEMENT OF A PANEL OVER A VENT PIPE AND THE DESIGN OF A ROOF
ELEMENT COVERING THE VENT PIPE SHALL PROVIDE FOR AN OPEN AREA
TO BE TESTED IN ACCORDANCE WITH SECTION N1103.3.1. ALTERATION OR ABANDONMENT OF,NOR PREVENT THE CONTINUED USE AND MAINTENANCE OF AN FOR SI:1 INCH=25.4 mm,1 FOOT=304.8 mm. FOR THE VENT PIPE TO THE OUTDOORS THAT IS NOT LESS THAN THE AREA
EXISTING BUILDING OR BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE TIME OF ADOPTION OF
OF THE PIPE,AS CALCULATED FROM THE INSIDE DIAMETER OF THE PIPE.
N1109.1.3(R503.1.3)SERVICE HOT WATER SYSTEMS. THIS CODE.
NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION PROPOSED BATH _- 3" SUCH VENT TERMINAL SHALL BE PROTECTED BY METHOD THAT
N1103.5. N1107.3(8501.3)MAINTENANCE. AND BAR SINK ..
- 3" PREVENTS BIRDS AND RODENTS FROM ENTERING OR BLOCKING THE VENT
BUILDINGS AND STRUCTURES.AND PARTS THEREOF,SHALL BE MAINTAINED IN A SAFE AND SANITARY PIPE OPENING.
NI 109.1.4(R503.1.4)LIGHTING. CONDITION.DEVICES AND SYSTEMS THAT ARE REQUIRED BY THIS CODE SHALL BE MAINTAINED IN I
NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION N1104.1. COMPLIANCE WITH THE CODE EDITION UNDER WHICH INSTALLED.THE OWNER OR THE OWNER'S �,�' „ ```, `�, --•FAI VENT T MINALLL VENT TERMINAL.
EXCEPTION:ALTERATIONS THAT REPLACE LESS THAN 90 PERCENT OF THE LUMINAIRES IN A SPACE, AUTHORIZED AGENT SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF BUILDINGS AND STRUCTURES. 3 VENT TERMINALS EXTENDING THROUGH THE WALL SHALL TERMINATE
PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. THE REQUIREMENTS OF THIS CHAPTER SHALL NOT PROVIDE THE BASIS FOR REMOVAL OR ABROGATION ----------------
THE
_____ ___ ` C 0. , N
__-_ _ NOT LESS THAN 10 FEET(3048 MM)FROM A LOT LINE AND NOT LESS THAN
OF ENERGY CONSERVATION,FIRE PROTECTION AND SAFETY SYSTEMS AND DEVICES IN EXISTING I ' , , z
10 FEET(3048 MM)ABOVE THE HIGHEST GRADE ELEVATION WITHIN 10 FEET �
�� LAV � ! ' � �+ ' (3048 MM)IN ANY DIRECTION HORIZONTALLY OF THE VENT TERMINAL.
N1109.2(R503.2)CHANGE IN SPACE CONDITIONING. STRUCTURES.
ANY NONCONDTTIONED OR LOW ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE i Tug/ ' SINK ++ ' TO AN APPROVED VENT PIPES SHALL NOT TERMINATE UNDER THE OVERHANG OFA
SHALL BE ONDITIREQUIRED TO BE LOW ENERGY
INTO FULL COMPLIANCE WITH THIS CAPTOR. [NY]N1107.4(8501.4)COMPLIANCE. � SHOWER � ', 4, � SANITARY SEPTIC SYSTEM STRUCTURE WHERE THE OVERHANG INCLUDES SOFFIT VENTS.SUCH VENT tY
THE PROVISIONS FOR ALTERATIONS, BASEMENT
EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION N1105 IS USED TO COMPLY ALTERATIONS,REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY TO,OR RELOCATION OF, TERMINALS SHALL BE PROTECTED BY A METHOD THAT PREVENTS BIRDS
WITH THIS SECTION,THE ANNUAL ENERGY COST C TEE PROPOSED DESIGN IS PERMITTED TO BE 110 EXISTING BUILDINGS AND STRUCTURES SHALL COMPLY WITH i r AND RODENTS FROM ENTERING OR BLOCKING THE VENT PIPE OPENING
C
PERCENT OF THE ANNUAL ENERGY COST OTHERWISE ALLOWED BY SECTION NI 105.3. REPAIRS,ADDITIONS AND CHANGES OF OCCUPANCY OR RELOCATION,RESPECTIVELY,IN THE AND TAT DOES NOT REDUCE THE OPEN AREA OF THE VENT PIPE.
SECTIONN1110(R504):REPAIRS: NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(THE UNIFORM CODE)THE +
3u 2" Zu �i
NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE(THE ENERGY CODE),AND NFPA 70. P WHERE
FROST CLOSURE.
` 3 EP 3 � � E THE 97.5-PERCENT VALUE FOR OUTSIDE DESIGN TEMPERATURE I5
N1110.1(R504.1)GENERAL.
BUILDINGS,STRUCTURES AND PARTS THEREOF SHALL BE REPAIRED IN COMPLIANCE WITH SECTION N1107.5(R501.5)NEW AND REPLACEMENT MATERIALS. 0 F(-18 C) R LESS,VENT EXTENSIONSDIAMETER.
THROUGH ROOF OR WALL SHALL
N1107.3 AND THIS SECTION.WORK ON NONDAMAGED COMPONENTS NECESSARY FOR THE REQUIRED EXCEPT AS OTHERWISE REQUIRED OR PERMITTED BY THIS CODE,MATERIALS PERMITTED BY THE `� ,.' SI NOT LESS THAN 3 INCHES(76 MM)IN DIAMETER.ANY INCREASE IN THE
REPAIR OF DAMAGED COMPONENTS SHALL BE CONSIDERED TO BE PART OF THE REPAIR AND SHALL APPLICABLE CODE FOR NEW CONSTRUCTION SHALL BE USED.LIKE MATERIALS SHALL BE PERMITTED ,�' SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT(304.8 MM)INSIDE
NOT BE SUBJECT TO THE REQUIREMENTS FOR ALTERATIONS IN THIS CHAPTER.ROUTINE MAINTENANCE FOR REPAIRS,PROVIDED THAT HAZARDS TO LIFE.HEALTH OR PROPERTY ARE NOT CREATED. "----__-_ THE THERMAL ENVELOPE OF THE BUILDING.
REQUIRED BY SECTION N1107.3,ORDINARY REPAIRS EXEMPT FROM PERMIT,AND ABATEMENT OF WEAR HAZARDOUS MATERIALS SHALL NOT BE USED WHERE THE CODE FOR NEW CONSTRUCTION WOULD PLUMBING RISER DIAGRAM (NTS)
DUE TO NORMAL SERVICE CONDITIONS SHALL NOT BE SUBJECT TO THE REQUIREMENTS FOR REPAIRS NOT ALLOW THEIR USE IN BUILDINGS OF SIMILAR OCCUPANCY,PURPOSE AND LOCATION. P3103.3 FLASHINGS AND SEALING. Z
THE JUNCTURE OF EACH VENT PIPE WITH THE ROOF LINE SHALL BE MADE c9
IN THIS SECTION.
[NY]N1107.6(8501.6)HISTORIC BUILDINGS. WATERTIGHT BY AN APPROVED FLASHING.VENT EXTENSIONS IN WALLS W
[NY]NI 110.2(R504.2)APPLICATION. NO PROVISIONS OF THIS CHAPTER 11 RELATING TO THE CONSTRUCTION,REPAIR,ALTERATION, AND SOFFITS SHALL BE MADE WEATHER TIGHT BY CAULKING. m
FOR THE PURPOSES OF THIS CODE,THE FOLLOWING SHALL P3103.4 PROHIBITED USE
LL BE CONSIDERED TO BE REPAIRS: RESTORATION,AND CHANGE OF OCCUPANCY SHALL BE MANDATORY FOR HISTORIC BUILDINGS. m
].GLASS-ONLY REPLACEMENTS IN AN EXISTING SASH AND FRAME. . 0
.ROOF REPAIRS. SECTIONN1108(8502):ADDITIONS: VENT TERMINAL.A VENT TERMINAL SHALL NOT BE USED FOR ANY PURPOSE OTHER THAN A
Oz
3.REPAIRS WHERE ONLY THE]BULB,BALLAST OR BOTH WITHIN THE EXISTING LUMINAIRES IN A SPACE ituj
ARE REPLACED PROVIDED THAT THE REPLACEMENT DOES NOT INCREASE THE INSTALLED INTERIOR N1108.1(R502.1)GENERAL.
LIGHTING POWER. ADDITIONS TO AN EXISTING BUILDING,BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM P N OP LOCATION OF VENT TERMINAL. BE
4.REPLACEMENT OF EXISTING DOORS THAT SEPARATE CONDITIONED SPACE FROM THE EXTERIOR SHALL
OP
LL TO THE PROVISIONS OF THIS CHAPTER AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING EN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT
NOT REQUIRE THE INSTALLATION OF A VESTIBULE PROVIDED,HOWEVER.THAT HI
T AN EXISTING VESTIBULE THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH TS LOCATED LESS THAN 4 FEET(1219 MM)DIRECTLY BENEATH ANY DOOR, m
OPE
THAT SEPARATES CONDITIONED SPACE FROM THE EXTERIOR SHALL NOT BE REMOVED. CHAPTER.ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD OR O A N WINDOW,BU LDING,AOR INTAKE ANY SUCH
OF THE BUILDING
EXISTING BUILDING SYSTEMS.AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CHAPTER BE I HI ADJACENT BUILDING,NOR SHALL ANY SUCH VENT TERMINAL
SECTIONN1111(R505):CHANGE OF OCCUPANCY OR USE: WHERE THE ADDITION ALONE COMPLIES,WHERE THE EXISTING BUILDING AND ADDITION COMPLY � IT WITHIN 10 FEET N 3 F ET(HORIZONTALLY OF SUCH AN OPENING UNLESS
WITH THIS CHAPTER AS A SINGLE BUILDING,OR WHERE THE BUILDING WITH THE ADDITION DOES 1 j� IT 1S NOT LESS THAN 3 FEET(914 MM)ABOVE THE TOP OF SUCH OPENING.
NI111.1(R505.1)GENERAL. NOT USE MORE ENERGY THAN THE EXISTING BUILDING.ADDITIONS SHALL BE IN ACCORDANCE WITH
SPACES UNDERGOING A CHANGE IN OCCUPANCY THAT WOULD RESULT IN AN INCREASE IN DEMAND SECTION N1108.1.1 OR N1108.1.2.
FOR EITHER FOSSIL FUEL OR ELECTRICAL ENERGY SHALL COMPLY WITH THIS CHAPTER. N1108.1.1(R502.1.1)PRESCRIPTIVE COMPLIANCE.
Nl 111.2 S (8PACE THAT
SHALL COMPLY WITH SECTIONS N1108.1.1.1 THROUGH NI 108.1.1.4. V J(
E TGENERAL. (�
� ` n
ANY SAT IS CONVERTED TO A DWELLING UNIT"OR PORTION THEREOF FROM ANOTHER USE OR
OCCUPANCY SHALL COMPLY WITH THIS CHAPTER.
EXCEPTION:WHERE THE SIMULATED PERFORMANCE OPTION IN SECTION NI 105 IS USED TO COMPLY WITH X ,
THIS SECTION,THE ANNUAL ENERGY COST OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT
OF THE ANNUAL ENERGY COST ALLOWED BY SECTION N1105.3 n O� V` CIL x
UJ
UJ 3 LL
LINE OF DECK ABOVE _ __ ------------------------------ j m
_ •- p, � cn
�- - - - - - _ ---- EXISTINGGIRDR_ _ _-- - - - - - -Q-' --Q- - - - - - - - --8 - - - - - - - - -[�--- - - - - - - - -Q-� I=
I ❑
PROPOSED 6x6
EXISTING 6x6 POST ' LANDSCAPED WALLS ' ' c`I
-K: 1U
AT EXISTING i ' C(1
ON P.C. FOOTNG , _ Q
SLOPED BACKFILL , �
�Li Z3 X
io
ci ' , Qo c m z
+% O
I n PROPOSED PROPOSED
LOOSE STONE ��-�- -I LOOSE STONE }-
' ,(2)2x8 ACQ PATIO ,
PATIO 1.1.1
FLUSH ' TECO
PROPOSED 18"x36" DEEP i CONNECTION +'� (PITCH AWAY ' ' '+ (PITCH AWAY
%� FROM HOUSE) i i �`� FROM HOUSE) LL
%P.G. FOOTING WITH ; ;I ; ; �`� LL
6x6 ACO POSTj'zLu
ANCHOR PER DETAIL 0'� a U EXISTING �• EXISTING � ; EXISTING EXISTING EXISTING �
tL,- d , EXISTING . ,
a;A O G 0 �� 0 Q
0-,4
Wi0 a @ , Ij ' „ LLl i U O w Q
Z, NEW 4 STEEL POST 0 Q , I I QF NEjy
R905.1.2 ICE BARRIERS: , (L U
D TO EXISTING FOOTING O 0- U
, C7 � ,
IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING
ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED 4 I cn I
IN TABLE R301.2(l),AN ICE BARRIER SHALL BE INSTALLED FOR DC _ w - -
(11
ASPHALT SHINGLES,METAL IROOF SHINGLES,MINERAL SURFACED W I •-- - - ' J ,
ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES , (2)2x8 ACQ EXISTING 2x10 F.J. ' ' Ul
AND WOOD SHAKES.THE ICE.BARRIER SHALL CONSIST OF NOT FEWER '
THAN TWO LAYERS OF UNDIERLAYMENIT CEMENTED TOGETHER,ORA
-r------ , , ; EXISTING COLUMN , J � O-r--------
SELF-ADHERING POLYMER-1vtODIFIEDBITUMEN SHEET SHALL BE USED `-.
' ' _ __ TO BE REMOVED
IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE `-
LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN TECO oo I z (V _
_ - , F 3 19ONP� .
24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. CONNECTION m
ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL , ______-_ r. x X _ SIO
IN 12 UNITS HORIZONTAL,TI[E ICE BARRIER SHALL ALSO BE APPLIED I EXISTING I Ul - PROPOSED I
NOT LESS THAN 36 INCHES(914mm)MEASURED ALONG THE ROOF SLOPE I ""''_ __ ' _-- _ '-"'
_T_ EXCAVATED , _ I, REG. SPACE
FROM THE EAVE EDGE OF THE BUILDING. ' 1
-----r-- CELLAR I M Q �, I00
EXCEPTION:DETACHED ACCESSORY STRUCTURES _ _ __ _ _ _ _ _ �___ ' - ' _ - ' - _ ' ' w
� _ s® , �
NOT CONTAINING CONDITIONED FLOOR AREA. -T ' -L� ' co
p Lu
NI 102.2(R402.2)SPECIFIC INSULATION REQUIREMENTS(PRESCRIPTIVE). - u -I I n� v
IN ADDITION TO THE REQUIREMENTS OF SECTION N1102.1,INSULATION - I NEW 4 STEEL POST - (yIli'' O
SHALL MEET THE SPECIFIC REQUIREMENTS OF SECTICNS _ ' TO EXISTING FOOTING ' V O o
Co n�
N1L02.2.1 THROUGH N1102.2.13.N1102.2.1(R402.2.1)CEILINGS WITH ATTIC O PROVIDE 5/8" F,C. GWB N ( ; ; �(
SPACES.WHERE SECTION RL].02.1.2 REQUIRES R-38 INSULATION IN THE I -. PATCH AND REPAIR SLAB pp , ® ' z Z O
CEILING,INSTALLING R-30 INSULATION OVER 100 PERCENT OF THE CEILING N ON WALLS AND CEILING, ' '
' ' ' �
AREA REQUIRING INSULATION SHALL SATISFY THE REQUIREMENT FOR PER CODE ' ' 1
R-38 INSULATION WHEREVER.THE FULL HEIGHT OF UNCOMPRESSED R-30 ' - l O' l O° ' O
� � � � � � h 4 U
EXISTING COLUMN ' ' ___ ___ Q,� Q
INSULATION EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.WHERE -_, _
SECTION N1102.1.2 REQUIRES R-49 INSULATION IN THECEILING,INSTALLING TYP. 6 PLCS. j 0
oj
tu
R-38 INSULATION OVER 100 PERCENT OF THE CEILING AREA REQUIRING }
FOR R-49 INSULATION ' '' I ' ' ` O W z O
INSULATION SHALL SATISFY THE REQUIREMENT O _
WHEREVER THE FULL HEIGHT OF UNCOMPRESSED R-38 INSULATION CRNTA
EXTENDS OVER THE WALL TOP PLATE AT THE EAVES.THIS REDUCTION ___ _ 1 "1"'- O -
,� I -
SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION ,EXISTING 2x10 F.J. ,EXISTING 2x10 F.J.+ 4'0=0 Lu Z
Z
N I-102.1.4 AND THE TOTAL UA,ALTERNATIVE IN SECTION N1102.1.5. M S I K -_-_ --+ W O
' g 16" O.C.
N1102.2.2(R402.2 2)CEILINGS'WITHOUT ATTIC SPACES.WHERE SECTION 16° O.G. ' ' (�
NL102.1.2 REQUIRES INSULATION FI-VALUES GREATER THAN R-30 IN THE ' O
I , , z,4„ EXISTING ' ' --
CEILING AND THE DESIGN OF THE ROOF/CEILING ASSEMBLY DOES NOT ____ ' ' L O O
MECHANICALS
ALLOW SUFFICIENT SPACE FOR THE
REQUIRED INSULATION FI-VALUE FOR SUCH ROOF/CEILING ASSEMBLIES O W Q
REQUIRED INSULATION,THE MINIMUM
m
SHALL BE R-50.INSULATION SHALL EXTEND OVER THE TOP OF THE WALL :___ ___
UTILITY AREA t� Z 0
F, � � ' EXISTING 2x10 F.J. � � PROPOSED � EXIST.
PLATE TO THE OUTER EDGE OF SUCH PLATE AND SHALL NOT BE COMPRESSED. „ EXIST. + i i „
THIS REDUCTION OF INSULATION FROM THE REQUIREMENTS OF SECTION X � O m 16 O.C. jJj _
N1102.1.2 SHALL BE LINIITED'TO 500 SQUARE FEET(46 M')OR 20 PERCENT OF W I WELL , BATH PROVIDE 5/8 C I B WELL W O u_
THE TOTAL INSULATED CEILING AREA,WHICHEVER IS LESS.THIS REDUCTION -__ __- p PUMP i__ -_i ON WALLS AND CEILING I
SHALL NOT APPLY TO THE U-FACTOR ALTERNATIVE APPROACH IN SECTION Cp E. PUMP
PER CODE N
N1102.1.4 AND THE TOTAL UA,ALTERNATIVE IN SECTION N1102.1.5. 11'0"
' 151811 � � 10'0" O TUB/ � U p `v o
N1102.2.3(R402.2.3)EAVE BAFFLE.FOR AIR-PERMEABLE INSULATIONS IN VENTED SHOWER \
ATTICS A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE AV }
AIN N OPENING EQUAL OR GREATER THAN1,C, 0 0 0 m k'
VENTS.BAFFLES SHALL MAINTAIN A Q
THE SIZE OF THE VENT.THE 13AFFLE SHALL EXTEND OVER THE TOP OF THE E.P.EPE.P. U o
ATTIC INSULATION.THE BAFFLE SHALL BE PERMITTED TO BE ANY SOLID
MATERIAL.
N1102.2.4(R402.2.4)ACCESS HATCHES AND DOORS.ACCESS DOORS FROM
CONDITIONED SPACES TO UNCONDITIONED SPACES SUCH AS ATTICS AND 5 A S EM EN 1 FLAN
CRAWL SPACES SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL WALL LEGEND .... 1
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES.ACCESS
THAT PIEVENTS DAMAGING OR COMPRESSING THE INSULATION SHALL BE
PROVIDED TO ALL EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, LIVING AREA � SQ.-FT.
A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE INSTALLED FOUNDATION FLAN
EXISTING WALL TO REMAIN
TO PREVENT THE LOOSE-FILL INSULATION FROM SPILLING INTO THE LIVING
SPACE WHEN THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER SHALL SMOKE DETECTOR
PROVIDE A PERMANENT MEANS OF MAINTAINING THE INSTALLED FI-VALUE PROPOSED 2x4 WALL
INTERCONNECT PER CODE
OF THE LOOSE-FILL INSULATION.
EXCEPTION:VERTICAL DOORS PROVIDING ACCESS ROM CONDITIONIED SPACESCARBON MONOXIDE DETECTOR
L
TO UNCONDITIONED SPACES THAT COMPLY WITH THE FENESTRATION
REQUIREMENTS OF TABLE NI 102.1.2 BASED ON THE APPLICABLE CLIMATE PROPOSED 2x6 WALL co ONE PER FLOOR
ZONE SPECIFIED IN SECTION NL101.7.
EXISTING ROOF
5-IOd
NAILS
0
0
5-10d PROPOSED 2X6 LEDGER
NAILS PROPOSED TECO CONN.
ExIsrIN�
PROPOSED 2X6 R.R, 6 16„ O,C, BATH
PROPOSED 1/2” CDX PLYWOOD SHEATHING
WITH METAL STANDING SEAM ROOF
SIMPSON STRONG -TIE PROPOSED 2X6
16" O.C.
NS HURRICANE TIE
PROPOSED (3) 2X8 HDR. PROPOSED EXISTING
COVERED FOYER
PROPOSED COLUMNS, STOOP
ANCHOR PER DETAIL O
N_?
[!1
RAIL PER CODE
o EXISTING P.C.
38'0" EXISTING GRADE '
STOOP
EXISTING
6'7" 7'0"
511011 511011 7'3" 5'6"
BASEMENT
D'. D. W
4 PROPOSED FRAME }
°6 WALL WITH ACQ SILL m
EXISTING CONC FOUNDATION
PROPOSED R-15 INSULATION cr
` rrw
a; m
EXISTING I" RIDGID INSULATION
de
EXISTING 8ECTION A-A
DECK
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5/4"x6" DECKING n,
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DECK ADDITION 38 0 W m
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w EXISTING EXISTING EXISTING EXISTING EXISTING N N
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U I I 8'0 CLG, PGT. oo N N -. 8'0 CLG. HGT. 8'O" CLG. HGT. 0 tu qmq
I -WALLS TO BE
EXISTING
I 4 0
I EXISTING O
REMOVED ,
J BATH N '� a
_ I D 8'0" CLG, HGT. C7 Z W O w O
EXISTING F.J, EXISTING F.J. EXISTING F.J. 0 TUB/ O Z 0 %
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lV M M lu 0
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OUO OHO = 21
lU =
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PROPOSED ROOF l _
(3)2x8 C/)
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PROPOSED - Qg-- OVER EXISTING
(0x6 POST, GONG. STOOP
ANCHOR TO C- 11) z O
CONCRETE, TYP, PROVIDE RAILS
PER CODE `
41611 711011 61811 61811J.
7' 1 0" 41611 41611 711011 61811 61811 711011 4'6'v to z W F
w
O � a
381011 381011 u o
FIRST FLOOR PLAN SECOND FLOOR PLAN
LIVING AREA = 1,064 SQ.FT, WALL LEGEND LIVING AREA = 12ro SQ.FT. FAG E
SMOKE DETECTOR EXISTING WALL TO 6E REMOVED[ _ _ _ _ _ SMOKE DETECTOR
INTERCONNECT PER CODE ® INTERCONNECT PER CODE
e CARBON MONOXIDE DETECTOR EXISTING WALL TO REMAIN CARBON MONOXIDE DETECTOR '" O 4
coo ONE PER FLOOR P ONE PER FLOOR
140 MILE PER HOUR ZONE - NAILING SCHEDULE THE DESIGN OF THIS STRUCTURE IS BASED UPON THE PRESCRIPTIVE APPROACH USING THE R302.9 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR R302.13 FIRE PROTECTION OF FLOORS.
WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE WALL AND CEILING FINISHES. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO
AMERICAN FOREST AND PAPER ASSOCIATION. (2018) FLAME SPREAD AND SMOKE-DEVELOPED INDICES FOR WALL AND CEILING BE FIRE-RESISTANCE RATED,SHALL BE PROVIDED WITH A 112-INCH(12.7 MM)
NON-STRUCTURAL ELEMENTS ARE BASED UPON 2020 RESIDENTIAL CODE PUBLISHED BY ' FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4.GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD STRUCTURAL
PANEL 3.1,WFCM HIGH WIND EDITION) NEW YORK STATE. PANMEMBRANE,OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR
FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(1)AND THE • . R302.9.1 FLAME SPREAD INDEX. FRAMING MEMBER.PENETRATIONS OR OPENINGS FOR DUCTS.VENTS,
-7
TABLE ON COVER SHEET. • WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD INDEX OF NOT ELECTRICAL OUTLETS,LIGHTING,DEVICES,LUMINAIRES,WIRES,SPEAKERS,
ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER TOP PLATES REATER THAN 200. DRAINAGE,PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING WIND LIMITATIONS-SECTION R301.2.1 Simpson Strong-Tie EXCEPTION:FLAME SPREAD INDEX REQUIREMENTS FOR FINISHES SHALL NOT PERMITTED.
DESIGN CRITERIA-SECTION R301.2.1.1(SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION AC4 APPLY TO TRIM DEFINED AS PICTURE MOLDS,CHAIR RAILS,BASEBOARDS AND EXCEPTIONS:
ROOF FRAMING FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) AT EACH POST HANDRAILS;TO DOORS AND WINDOWS OR THEIR FRAMES;OR TO MATERIALS 1.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN
DEAD LOAD-SECTION R301.4 THAT ARE LESS THAN 1/28 INCH(0.91 MM)IN THICKNESS CEMENTED TO THE AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION P2904,NFPA
RAFTER TO TOP PLATE(TOE-NAILED) 4-8d PER RAFTER LIVE LOAD-SECTION R301.5 SURFACE OF WALLS OR CEILINGS IF THESE MATERIALS EXHIBIT FLAME SPREAD 13D,OR OTHER APPROVED EQUIVALENT SPRINKLER SYSTEM.
SMOKE INDEX R302.9 • INDEX VALUES NOT GREATER THAN THOSE OF PAPER OF THIS THICKNESS 2.FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT
FLAME SPREAD INDEX R302.10 STUD CEMENTED TO A NONCOMBUSTIBLE BACKING. INTENDED FOR STORAGE OR FOR THE INSTALLATION OF FUEL FIRED OR
CEILING JOIST TO TOP PLATE(TOE-NAILED) 4-8d PER JOIST FIRE BLOCKING R302.11 • • ELECTRIC-POWERED HEATING APPLIANCES.
FIRE BLOCKING MATERIAL R302.11.1 R302.9.2 SMOKE-DEVELOPED INDEX. 3.PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE
CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 9-16d EACH LAP FIRE PROTECTION OF FLOORS R302.1.3 • WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING:
LIGHT AND VENTILATION-SECTION R303 NOT GREATER THAN 450. 3.1.THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS DOES NOT
CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 9-16d EACH LAP MINIMUM ROOM AREAS-SECTION R304 BORED HOLE MAX EXCEED 80 SQUARE FEET(7.4 SQ.M.)PER STORY.
CEILING HEIGHT-SECTION 8305 DIAMETER 60% R302.9.3 TESTING. 3.2.FIREBLOCKING IN ACCORDANCE WITH SECTION R302.11.1 IS INSTALLED
COLLAR TIE TO RAFTER(FACE-NAILED) 6-8d PER TIE SANITATION-SECTION R306 OF STUD DEPTH TESTS SHALL BE MADE IN ACCORDANCE WITH ASTM E84 OR UL 723. ALONG THE PERIMETER OF THE UNPROTECTED PORTION TO SEPARATE THE
TOILET BATH AND SHOWER SPACES-SECTION 8307 t. UNPROTECTED PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY.
BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END GLAZING-SECTION R308 2"MINIMUM .I R302.9.4 ALTERNATIVE TEST METHOD. 4.WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL
GARAGES AND CARPORTS-SECTION R309 SIDECOVER •; 5/8"MIN.TO EDGE AS AN ALTERNATIVE TO HAVING A FLAME SPREAD INDEX OF NOT GREATER COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH
RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R310 •.5�� THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 (50.8 MM BY 254 MM)NOMINAL DIMENSION,OR OTHER APPROVED FLOOR
Simpson Strong-Tie Tie
EXITS-SECTION R311 P g WHERE TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723,WALL AND ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE.
WALL FRAMING STAIRWAYS-SECTION R311.7 PBS44 5/8"MIN.TO EDGE CEILING FINISHES SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE
GUARDS-SECTION R312 AT EACH POST FOOTING WITH NFPA 286.MATERIALS TESTED IN ACCORDANCE WITH NFPA 286 SHALL R302.14 COMBUSTIBLE INSULATION CLEARANCE.
TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(SEE NOTE 1) PER FOOT SMOKE ALARMS-SECTION R314 0MEET THE FOLLOWING CRITERIA: COMBUSTIBLE INSULATION SHALL BE SEPARATED NOT LESS THAN 3 INCHES
FOAM PLASTIC-SECTION R316 PORCH COLUMN CONNECTIONSTHE INTERIOR FINISH SHALL COMPLY WITH THE FOLLOWING: (76 MM)FROM RECESSED LUMINAIRES,FAN MOTORS AND OTHER HEAT-
TOP UNIT SEPARATION-SECTION R302 NOTCH MUST NOT EXCEED- 1.DURING THE 40 KW EXPOSURE.FLAMES SHALL NOT SPREAD TO THE CEILING. PRODUCING DEVICES.
TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EACH SIDE PROTECTION AGAINST DECAY-SECTION R317 40%OF STUD DEPTH 2.THE FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE SAMPLE EXCEPTION:WHERE HEAT-PRODUCING DEVICES ARE LISTED FOR LESSER
STUD TO STUD(FACE-NAILED) 2-16d 24"O.C. PROTECTION AGAINST TERMITES-SECTION R3 IS ON ANY WALL OR CEILING. CLEARANCES,COMBUSTIBLE INSULATION COMPLYING WITH 3THE LISTING
SITE ADDRESS-SECTION R312 3.FLASHOVER,AS DEFINED IN NFPA 286,SHALL NOT OCCUR. REQUIREMENTS SHALL BE SEPARATED IN ACCORDANCE WITH THE
FACE-NAILED) 16d 16"O.C.ALONG EDGES ACCESSIBILITY-SECTION R320 4.THE PEAK HEAT RELEASE RATE THROUGHOUT THE TEST SHALL NOT EXCEED CONDITIONS STIPULATED IN THE LISTING.
HEADER TO HEADER
( ELEVATORS AND PLATFORM LIFTS R321 800 KW. RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16d PER 2X4 STUD FLOOD RESISTANT CONSTRUCTION-SECTION R322 5.THE TOTAL SMOKE RELEASED THROUGHOUT THE TEST SHALL NOT EXCEED SHALL MEET THE REQUIREMENTS OF SECTION N1102.4.5 OF THIS CODE.
GENERAL NOTES: 1,000 M2. tb
3-16d PER 2x6 STUD 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, BORED HOLES SHALL NOT O
4Strong-Tie P g
4-16d PER 2x8 STUD LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND Simpson -Tie BE LOCATED IN THE SAME SMOKE-DEVELOPEDR302.10 FLAME SPREAD INDEX AND SMOKE-DEVFLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN SMOKE-DEVELOPED INDEX FOR INSULATION. d)
BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF U210 2X6 CROSS SECTION OF CUT OR SECTION 8310:EMERGENCY ESCAPE AND RESCUE OPENINGS
BOTTOM PLATE TO FLOOR JOIST,BANDJOIST, 2-16d(SEE NOTE 1,2) PER FOOT ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT. ACCORDANCE WITH SECTIONS 8302.10.1 THROUGH R302.10.5. p!
ENDJOIST OR BLOCKING(FACE-NAILED) AT EACH RAFTER NOTCH IN STUD 8310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED.
2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES 4-10d x 11/2" R302.10.1 INSULATION. BASEMENTS,HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE
FLOOR FRAMING MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT INSULATING MATERIALS INSTALLED WITHIN FLOOR-CEILING ASSEMBLIES, NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.
OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS,D I
JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS. NOTE: NOTCHING AND BORED HOLE LIMITATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THIS SECTION.THEY SHALL EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH
EXHIBIT A FLAME SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE- SLEEPING ROOM.EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN
ATTACH LEDGER TO FRAMING DIRECTLY INTO A PUBLIC WAY,OR TO A YARD OR COURT THAT OPENS TO A
BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END
3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND MEMBER WITH 2-1/2"X 5"LAG FOR INTERIOR NONBEARING WALLS DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE PUBLIC WAY.
EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE BOLTS AT 16"ON CENTER WITH ASTM E84 OR UL 723.INSULATING MATERIALS,WHERE TESTED IN EXCEPTIONS:
ACCORDANCE WITH THE REQUIREMENTS OF THIS SECTION,SHALL INCLUDE 1.STORM SHELTERS AND BASEMENTS USED ONLY TO HOUSE MECHANICAL
BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM
(WFCM 2015 SBC HIGH WIND EDITION) FACINGS,WHERE USED,SUCH AS VAPOR RETARDERS,VAPOR PERMEABLE EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQUARE FEET
THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. (18.58 SQ.M.).
MEMBRANES AND SIMILAR COVERINGS.
TOE NAILED 3-16d EACH BLOCK 2.WHERE THE DWELLING L TOWNHOUSE IS EQUIPPED WITH AN AUTOMATIC
BLOCKING TO SILL OR TOP PLATE
( ) 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, EXCEPTIONS: SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION P2904, z
TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND LWHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE SLEEPING ROOMS IN BASEMENTS SHALL NOT BE REQUIRED TO HAVE 0
LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO NOT EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THAT THE BASEMENT
M
JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST THE CONTRACTORS FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE Simpson Strong-Tie APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED IN HAS ONE OF THE FOLLOWING: o
CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS U210 2X6 SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, EM ONE MEANS OF EGRESS COMPLYING WITH SECTION 8311 AND ONE m
EERGENCY ESCAPE AND RESCUE OPENING.
FLOOR OR WALL FINISH. cn
OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS AT EACH CEILING JOIST 2.2.TWO MEANS OF EGRESS COMPLYING WITH SECTION 8311.2.CELLULOSE LOOSE-FILL INSULATION THAT IS NOT SPRAY APPLIED
w
BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE 4-10d x 1 1/2" TOP PLATES AND THAT COMIPBLIES WITH THE REQUIREMENTS OF SECTION 02.0 3 SHALL R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. _
ENGINEER.
BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(SEE NOTE 1) PER FOOT NOT BE REQUIRED TO MEET THE FLAME SPREAD INDEX REQUIREMENTS BUT EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM
5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS SHALL BE REQUIRED TO MEET A SMOKE-DEVELOPED INDEX OF NOT MORE THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS,TOOLS OR SPECIAL w
ROOF SHEATHING THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC 5102.2. KNOWLEDGE.WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING
INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) 3.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. AS A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY co
AND GENERAL LIABILITY IN AN MOUNT NOT LESS THAT$5 MILLION AND AUTOMOBILE WITH ASTM F2090.
STRUCTURAL PANELS 8d SEE TABLE 3.11 THIS SHEET LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE 8302.10.2 LOOSE FILL INSULATION. 8310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS.
A NAMED INSURED ON ANY AND ALL POLICIES.
DIAGONAL BOARD SHEATHING STUD LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM
a+
1"x6"OR 1"x8" 2-8d PER SUPPORT 6.PROVIDE COPPER TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL PERIMETER SILLS. 4 ASTM E84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL SUPPORTS DIMENSIONS AS SPECIFIED IN THIS SECTION.
SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF R310.2.1 MINIMUM OPENING AREA.
1"x 10"OR WIDER 3-8d PER SUPPORT '•c 4--l'Simpson Strong-Tie SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S102.2.
7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR
D U210 2X6 EXCEPTION:CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL NOT BE OPENING OF NOT LESS THAN 5.7 SQUARE FEET(0.530 SQ.M.).THE NET CLEAR
CREOSOTED. BORED HOLE MAX
CEILING SHEATHING AT EACH DECK/PORCH JOIST REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN/ULC S102.2,PROVIDED OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY
8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED IN EACH DIAMETER 40°Jo THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE
4-10d X 1 1/2" THAT SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS
GYPSUM WALLBOARD 5d COOLERS 1 7"EDGE/10"FIELDBEDROOM /� OF STUD DEPTH R302.10.1 AND R302.10.3. OPENING FROM THE INSIDE.THE NET CLEAR HEIGHT OF THE OPENING SHALL
,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. TYPICAL PORCH/1JECK BE NOT LESS THAN 24 INCHES(610 MM)AND THE NET CLEAR WIDTH SHALL
8302.10.3 CLLULOSIC FIBER LOOSE-FILL INSULATION. BE NOT LESS THAN 20 INCHES(508 MM).
WALL SHEATHING 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED .5/0"MIN.TO EDGE EXCEPTION:GRADE FLOOR OPENINGS OR BELOW-GRADE OPENINGS SHALL
AS PER NEW YORK STATE CODE.
LEDGER CONNECTIONS CELLULOSIC FIBER LOOSE-FILL INSULATION SHALL COMPLY WITH CPSC 16 CFR, HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET
STRUCTURAL PANELS PARTS 1209 AND 1404.EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL (0.465 SQ.M.)
8d SEE TABLE 3.11 THIS SHEET
10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED ,BE CLEARLY LABELED IN ACCORDANCE WITH CPSC 16 CFR,PARTS 1209 AND
5/8"MIN.TO EDGE 1404 8310.2.2 WINDOW SILL HEIGHT.
FIREBOARD PANELS AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE '1
7/16" 6d 3"EDGE/6"FIELD 11.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF 8302.10.4 EXPOSED ATTIC INSULATION. OPENING,IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44 OW GRAS X
(1118 MM)ABOVE THE FLOOR;WHERE THE SILL HEIGHT 1S BELOW W GRADE,IT •
NOTCH MUST NOT EXCEE EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WPTH SECTION
THE N.Y,B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE '�'�'�
25/32" 8d 3"EDGE/6"FIELD COMPLETION OF THE JOB. 25%OF STUD DEPTH A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE R310.2.3. ul I LL
NOTCHES SHALL NOT BE CENTIMETER'
R310.23WINDOW WELLS. 3: m
GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE LOCATED IN MIDDLE ONE-THIRD R302.10.5 TESTING. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE NOT 1LESS THAN 9 Lu 13
O
OF STUD LENGTH
SEWAGE DISPOSAL SYSTEM TO MEET HEALTH DEPARTMENT STANDARDS. SQUARE FEET(0.9 SQ.M.),WITH A HORIZONTAL PROJECTION AND WIDTH OF O U
IF HOLE IS BETWEEN 40%AND 60% TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH NOT LESS THAN 36 INCHES(914 MM).THE AREA OF THE WINDOW WELL SHALL
HARDBOARD 8d SEE TABLE 3.11 THIS SHEET ASTM E970. ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY LLL
13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. OF STUD DEPTH,THEN STUD MUST
BE DOUBLE AND NO MORE THAN OPENED. lu � N
PARTICLEBOARD PANELS 8d SEE TABLE 3.11 THIS SHEET 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK 8302.11 FIREBLOCKING. EXCEPTION:THE LADDER OR STEPS REQUIRED BY SECTION R310.2.3.1 SHALL 1--
BORED HOLES SHALL NOT TWO SUCCESSIVE STUDS ARE IN COMBUSTIBLE CONSTRUCTION,FIREBLOCKING:HALL BE PROVIDED TO BE PERMITTED TO ENCROACH NOT MORE THAN 6 INCHES(152 MM)INTO THE u �/
ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE DOUBLED AND SO BORED CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS REQUIRED DIMENSIONS OF THE WINDOW WELL.
DIAGONAL BOARD SHEATHING GLAZED AND ALL EXTERIOR DOORS TO HAVE INSULATED CORES. BE LOCATED IN THE SAME � CIl jY
CROSS SECTION OF CUT OR AND TO FORM AN EFFECTIVE FIRE BARRIER BETWFEN STORIES,AND BETWEEN 8310.2.3,1 LADDER AND STEPS. O
1"x6"OR 1"x8" 2-8d PER SUPPORT A TOP STORY AND THE ROOF SPACE.
15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE NOTCH IN STUD FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE (1118 MM)SHALL BE EQUIPPED WITH A PERMANENTLY WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES ^
NENTLY AFFIXED LADDER.OR
CODE'S MINIMUM STANDARDS
. �/
FOLLOWING LOCATIONS: STEPS USABLE WITH THE WINDOW IN THE PULLY OPEN POSITION.LADDERS
1"x10"OR WIDER 3 8d PER SUPPORT � O
1.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS,INCLUDING OR STEPS REQUIRED B Y THIS SECTION SHALL NOT BE REQUIRED TO COMPLY Q -
FLOOR SHEATHING 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND WITH SECTION R311.7.LADDERS OR RUNGS SHALL HAVE AN IN SIDE WIDTH u_
SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR NOTCHING AND B GRED HOLE LIMITATIONS FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS OF NOT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 z co 1 L
STRUCTURAL PANELS WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY NOT BE USED FOLLOWS: INCHES(76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN ' h
1"OR LESS 8d 6"EDGE/12"FIELD ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. 1.1.VERTICALLY AT THE CEILING AND FLOOR LEVELS. 18 INCHES(457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE O
FOR EXTERIOR WALLS AND BEARING WALLS WINDOW WELL. o
GREATER THAN 1° lOd 6"EDGE/6"FIELD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE 1.2.HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET(3048 MM). R310.2.3.2 DRAINAGE, C-4
WINDOW WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY
INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, (WFCM 2015 SBC HIGH WIND EDITION) CONNECTING TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM
DIAGONAL BOARD SHEATHING (v
2.AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL L�-
CONTRACTOR OR LOCAL BUILDING DEPARTMENT. EXCEPTION:A DRAINAGE SYSTEM OR WINDOW WELLS SWINDOW REQ RED D
SPACES SUCH AS OCCUR AT SOFFITS,DROP CEILINGS AND COVE CEILINGS.
3.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND
WHERE THE FOUNDATION 1S ON WELL-DRAINED SOIL OR SAND-GRAVEL
1"x6"OR 1"x8" 2-8d PERS UPLIFT-CONTINUOUS PATH CONNECTORS
LOAD PATH STAYS INTACT(NO CHANGE) BOTTOM OF THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION
1 x10"OR WIDER 3-8d PER SUPPORT SECTION 8302.7. SYSTEM,GROUP 1 SOILS,AS DETAILED IN TABLE 8405.1. lu
1,NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE. UPLIFT -CONTINUOUS PATH CONNECTORS WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 4.AT OPENINGS AND FLOOR LEVEL,WITH AN APPROVED MATERIAL OCABLES
RAND
3WI
THE FREE RES TCEILING ESCAPE --�
8310.2.4 EMERGENCY ESCAPE AND RESCUE OPENINGS UNDER DECKS AND
PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING
IF WALL SHEATHING IS NAILED 3"ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, PORCHES.
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS EMERGENCY ESCAPE AND RESCUE OPENINGS INSTALLED UNDER DECKS AND
NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS, USE SIMPSON STRONG-TIE CONNECTORS MAXIMUM MEAN ROOF HEIGHT: 3 5' REQUIREMENTS.N1 ULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E136 POACHES SHALL 4 M B)IN HEIGHT OPENABLE AND
A YARD OR COURT.
A PATH NOT LESS THAN
SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. FOLLOW PRODUCT SELECTION GUIDE AND
5.FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,SEE SECTION OF NE[�/
INSTALLATION MANUAL FOR HIGH WIND RESISTANT r
81003.19. 8310.2.5 REPLACEMENT WINDOWS.
2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF CONSTRUCTION CATALOG C-HW02 6.FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT REPLACEMENT WINDOWS INSTALLED IN BUILDINGS MEETING THE SCOPE OF '� y
NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. THIS CODE SHALL BE EXEMPT FROM THE MAXIMUM SILL HEIGHT T.
PORCH POST TO DECK USE: g T 9
THE LINE OF DWELLING UNIT SEPARATION. 'D
REQUIREMENTS OF SECTION 8310.2.2 AND THE REQUIREMENTS OF SECTION
• 8310.2.1,PROVIDED THAT THE REPLACEMENT WINDOW MEETS THE � nr-•
2-AC4 -USE 14-16d NAILS SHUTTER ASSEMBLY 8302.11.1 FIREBLOCKING MATERIALS. FOLLOWING CONDITIONS:
EXCEPT AS PROVIDED IN SECTION 8302.11,ITEM 4,FIREBLOCKING SHALL 1.THE REPLACEMENT WINDOW IS THE MANUFACTURER'S LARGEST
S
A
A
S
N.T.S. 1 CONSIST OF THE FOLLOWING MATERIALS: STANDARD SIZE WINDOW THAT WILL FIT WITHIN THE EXISTING FRAME OR - �-
PORCH POST TO GIRDER USE:2-AC4 w
EXISTING ROUGH OPENING.THE REPLACEMENT WINDOW IS OF THE SAME 6'
FOR PANEL SPANS: 1 � 1.TWO-INCH(51 MM)NOMINAL LUMBER. rn _.. to
USE 14-16d NAILS 2.TWO THICKNESSES OF 1-INCH(25.4 MM)NOMINAL LUMBER WITH BROKEN OPERATING STYLE AS THE EXISTING WINDOW OR A STYLE THAT PROVIDES Z vi
0 <4'0 WIDE SPAN • 1' `• LAP JOINTS. FOR EQUAL OR GREATER WINDOW OPENING AREA THAN THE EXISTING
WINDOW. N 0
PORCH ROOF RAFTER TO GIRDER USE: 23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 3.ONE THICKNESS OF 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS WITH 2.THE REPLACEMENT WINDOW IS NOT PART OFA CHANGE OF OCCUPANCY. �� 3 1 g3
MTS 12 AT EACH ROOF RAFTER (OVERLAP AROUND OPENINGS 4") 1 . • JOINTS BACKED BY 23/32-INCH(18.3 MM)WOOD STRUCTURAL PANELS. p\1
4.ONE THICKNESS OF 3/4-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED 8310.3 EMERGENCY ESCAPE AND RESCUE DOORS. FE SI oN/
I BY 3/4-INCH(19.1 MM)PARTICLEBOARD. WHERE A DOOR IS PROVIDED AS THE REQUIRED EMERGENCY ESCAPE AND
I RESCUE OPENING,IT SHALL BE A SIDE-HINGED DOOR OR A SLIDER.WHERE
ASSEMBLY: 5.ONE-HALF-INCH(12.7 MM)GYPSUM BOARD.
•�I� THE OPENING IS BELOW THE ADJACENT GRADE,IT SHALL BE PROVIDED WITH
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1 1 6.ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MILLBOARD. AN AREA WELL.
#10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL 1 I 7.BATTS OR BLANKETS OF MINERAL WOOL OR CLASS FIBER OR OTHER to
APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY 8310.3.1 MINIMUM DOOR OPENING SIZE. O
•
WOOD SCREW @ 16" O.C. I RETAINED IN PLACE. THE MINIMUM NET CLEAR HEIGHT OPENING FOR ANY DOOR THAT SERVES AS
SC
C
ERGENY AND ESCAPE RESCUE OPENING SHALL BE 8.CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH AN EMO 'V
• I ASTM E119 OR UL 263,FOR THE SPECIFIC APPLICATION. WITH SECTION R310.2.I.
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: R310.3.2 AREA WELLS. Q u
#10 TEE NUTS ATTACH=D TO BLDG. w/#10x1-1/2 (W/WASHERS) ,,'' I R302.1 1.1.1 BATTS OR BLANKETS OF MINERAL OR GLASS FIBER. AREA WELLS SHALL HAVE A WIDTH OF NOT LESS THAN 36 INCHES(914 MM).
" •
S. I • BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED THE AREA WELL SHALL BE SIZED TO ALLOW THE EMERGENCY ESCAPE AND
MACHINE BOLT @ 12 G.C. . \ 1 NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE RESCUE DOOR TO BE FULLY OPENED. O a O
10-FOOT(3048 MM)HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTEDZ ul O
• R310.3.2.1 LADDER AND STEPS.
EXTERIOR OR BEARING WALL I USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. AREA WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES(1118 MM) O O
` SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS Q
J
I� • R302.11.1.2 UNFACED FIBERGLASS. USABLE WITH THE DOOR IN THE FULLY OPEN POSITION.LADDERS OR STEPS -1 W
UNFACED FIBERGLASS BATT INSULATION USED AS FIREBLOCKING SHALL FILL REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH Q �- > }
THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS SECTION 8311.7.LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF NOT Y z I m
THAN 16 INCHES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT LESS THAN 12 INCHES(305 MM),SHALL PROJECT NOT LESS THAN 3 INCHES > LU Q
OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE (76 MM)FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES O LU 0
. O
PACKED TIGHTLY AROUND THE OBSTRUCTION (457 MM)ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE EXTERIOR �/
I• I`j LTIPLE SECTION ASSEMBLY: STAIRWELL. z U -1
NOTCH GREATER THAN I V4" THICK BOLTS 6 2' OC w 0
° I I I R302.11.1.3 LOOSE-FILL INSULATION MATERIAL. R310.3.2.2 DRAINAGE. Q
50%OF THE PLATE WIDTH I AREA WELLS SHALL BE DESIGNED FOR PROPER DRAINAGE BY CONNECTING 1L1 = I
LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK
TABLE 3.10(WFCM HIGH WIND EDITION) I I I I I J,; UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR TO THE BUILDING'S FOUNDATION DRAINAGE SYSTEM REQUIRED BY SECTION 0 73 Q
s R405.1 OR BY AN APPROVED ALTERNATIVE METHOD. N
ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS I I'I� I � USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD � O Q
16 GAGE 0.054" AND I EXCEPTION:A DRAINAGE SYSTEM FOR AREA WELLS IS NOT REiQUIRED
140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE WIND SPEED PER TABLE 8301.2 4)A) ( ) I THE SPREAD OF FIRE AND HOT GASES. W O
( � ( I WHERE THE FOUNDATION IS ON WELL-DRAINED SOIL OR SAND+-GRAVEL �}� (n O
1.5"WIDE METAL TIE I I I I MIXTURE SOILS IN ACCORDANCE WITH THE UNITED SOIL CLASSIFICATION (n V
SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING ACROSS AND TO EACH I I I I I I I R302.11.2 FIREBLOCKING INTEGRITY. SYSTEM,GROUP I SOILS,AS DETAILED IN TABLE 8405.1.
( (INCHES,O.C.) OR PANEL SIDING FOR 8d COMMON NAILS SIDE OF THE NOTCH I'' THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED.
SEE NOTE 1) Id' ��, �, I R310.4 BARS,GRILLES,COVERS AND SCREENS. CL O z
(SEE NOTE 3) (INCHES,O.C.) WITH 8-16d NAILS I I WHERE BARS,GRILLES,COVERS,SCREENS OR SIMILAR DEVICES ARE PLACED O EACH SIDE I I I I I I 8302.12 DRAFTSTOPPING. OVER EMERGENCY ESCAPE AND RESCUE OPENINGS,AREA WELLS,OR IL N
W PERIMETER EDGE ZONE 16 E 6 SHUTTER ASSEMBLY I I I I I I I IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH WINDOW WELLS,THE MINIMUM NET CLEAR OPENING SIZE SHALL COMPLY O �'
F 6 I I ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR-CEILING ASSEMBLY, WITH SECTIONS R310.2.1 THROUGH 8310.2.3,AND SUCH DEVICES SHALL BE ^ 1- U-
N.T.S. 1�' I d" 1�' •I' DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, LL 0
16 E 6 FOR PANEL SPANS: I I 1 I I I I SPACE DOES NOT EXCEED 1,000 SQUARE FEET(92.9 M2).DRAFTSTOPPING SHALL TOOL,SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT REQUIRED OR U
INTERIOR ZONE F 12(SEE NOTE 2) 4' OR WIDER SPAN I I DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE T14E NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING.
TOP PLATES I I 11 BY A A CEILING 8310.5 DWELLING ADDITIONS.
z a w
Lu
E 4 I I I MEMBRANE BELOW,DRAFTSTOP I G SHA�BE PROVIDAED IN FLOOR-CEILING WHERE DWELLING ADDITIONS CONTAIN SLEEPING ROOMS,AN EMERGENCY o
GABLE ENDWALL RAKE AND RAKE TRUSS F 4 (OV APA SROUND O D OPENINGS
SHEATHINCx GRADE PLYWOOD �' Id' J ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: ESCAPE AND RESCUE OPENING SHALL BE PROVIDED 1N EACH NEW SLEEPING
(OVERLAP AROUND OPENINCsS 4 ) I I I I
E=NAIL SPACING AT PANEL EDGES(IN.) 1.CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. ROOM.WHERE DWELLING ADDITIONS HAVE BASEMENTS,AN EMERGENCY
F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) „ I I I I 2.FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW BASEMENT.
PIPE 2x4 STRONG-BACKS m 24 OC I PERFORATED MEMBERS. EXCEPTIONS:
I�,' I. 1.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW
1.FOR ROOF SHEATHING WITI4IN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH I I`j BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE
ASSEMBLY: I 8302.12.1 MATERIALS. AND RESCUE OPENING.
SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 1). PREASSEMBLE PLYWOOD TO 2x4'8: 0 10x3" (w/ WASHERS) GALV INIZED OR I I DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 1/2-INCH(12.7 MM) 2.AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED 1N A NEW
STAINLESS STEEL WOOD SCREW 12° D.G. APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL IN AN EXISTING BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT.
I I GYPSUM BOARD,3/8-INCH(9.5 MM)WOOD STRUCTURAL PANELS OR OTHER BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING
2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDINGS w/ h BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS
FAGE 'll
WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G�.49,THE NAIL SPACINGS SHALLLL BE REDUCED TO 6 INCHES O.C. TOP PLATE FRAMING •IOx3" (w/ WASHERS) GSALVINIZED OR STAINLESS STEEL OTHERWISE APPROVED BY THE BUILDING OFFICIAL.THE INTEGRITY OF THE LNYIR310.6 ALTERATIONS OR REPAIRS OF EXISTING BASEMENTS.
3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WOOD SCREW 6 1b" O.C. DRAFTSTOPS SHALL BE MAINTAINED. PPENDIXALTERATIONS I OFOTHIS CODE.OF EXISTING BASEMENTS SHALL CONIFORDI WITH
WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<,Q<Q.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TO ACCOMMODATE PIPING O
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDINC%: 4
f 4
4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 010 TEE NUTS ATTACHED TO BLDG, w/ »IOxi-I/2 ( W/ WASHERS)
WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. MACHINE BOLT a 12" O.C.
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 18 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.