HomeMy WebLinkAbout50037-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
'y w+ 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#: 50037 Date: 11/17/2023
Permission is hereby granted to:
Theoharakis, Ourania
__........_. .. ..... ...................
c/o SophiaTsaltas
48-43 212th St
.. .. ..mm.........
..� ...................._....... _.._
Bayside, NY IT11.364 ..... _____ ..
To: Demolish (as per Southold Town definitions) and construct a second story single-family
dwelling to include an HVAC system as applied for.
At premises located at:
865 Stars Rd,mEast Marion
SM # 473889
Sec/Block/Lot# 31.-3-5
Pursuant to application dated 10/30/2023 and approved by the Building Inspector.
To expire on .5/18/2025..
Fees:
DEMOLITION $436.80
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,001.00
CO-RESIDENTIAL $100.00
.......................�.........................
..........................
—
Total: $2,537.80
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Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 htt //ww)y.,s l ojd�tt wry . .
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Date Received
BUILDINGAPPLICATION FOR E
For Office Use Only 0
I .
PERMIT N0. � 00 2) BuildingIns �C�tpru � � 2023
i
Applications and forms must be filled out in their entirety. Incomplete U ,I T)TY,.
applications will not be accepted. Where the Applicant is not the owner,an T7
Owner's Authorization form(Page 2)shall be completed.
M
Date:10/23/2023
OWNER(S)OF PROPERTY:
Name:SOPH IA TSALTAS SCTM# 1000-31-03-5
Project Address:865 STARS ROAD, EAST MARION, NY 11939
Phone#:917-748-0526 Email:SOPHIA0970@GMAIL.COM
Mailing Address:4843212TH ST. BAYSIDE, NY 11364
CONTACT PERSON:
Name: FOTIOS TSALTAS
Mailing Address:4843212TH ST. BAYSIDE, NY 11364
Phone ��� ��� Email:FRANKT@AURAPLG.COM
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DESIGN PROFESSIONAL INFORMATION:
Name:robert Higgins
Mailing Address:50 hidden acres path, wading river, NY 11792
Phone#:631-208-3351 Email:rarchibob@aol.com
CONTRACTOR INFORMATION:
Name:MARIO TROCCHIA
Mailing Address:52 COLUMBINE AVE, ISLIP, NY 11751
Phone#:516-318-6342 Email:MARIOTROCCHIA@GMAIL.COM
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑other *249,308.65
Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes *No
1
PROPERTY INFORMATION
Existing use of property: RENOVATION Intended use of property: RESIDENTIAL
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes IRNo IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(print name):SOPH IA TSALTAS ❑Authorized Agent N'Owner
Signature of Appllcan --- Date: � � 2-1� 23
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name o 'Individual signing contract) above named,
(S)he is the , vJ.n -
(Contractor, Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of ,20__ ICQ �-
...._.
�IjNotary Public
XIAOSHUAI LIU
RIZ lI NOTARY PUBLIC,STATE OF NEW YORK
PROPERTY OWNER Registration No.01 L16427438
(Where the applicant is not the owner) Qual lied in QUeens County
Commission Expiid es December 27 2
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
NOW Workers• CERTIFICATE OF INSURANCE COVERAGE
sor Crcnnpensation
Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier
......... _ -......
1a.Legal Name&Address of Insured(use street address only) 1b Business Telephone Number of Insured
DAVERIO P&H CORP (516)903-1081
3574 TAFT ST
WANTAGH,NY 11793
1 c.Federal Employer Identification Number of Insured or Social Security
Work Location of Insured(Only required if coverage is specifically limited to Number
certain locations in New York State,i.e.,a Wrap-Up Policy)
821931291
2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier
(Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF)
SUFFOLK COUNTY DEPARTMENT OF LABOR&LICENSING&CONSUMER
AFFAIRS 3b.Policy Number of Entity Listed in Box"1 a"
P.O BOX 6100 DBL 6916 90-3
HAPPAUGE,NY 11788
3c.Policy effective period
08/09/2023 to 08/09/2024
—. ......_..___
4.Policy provides the following benefits:
® A.Both disability and paid family leave benefits
B.Disability benefits only
C.Paid family leave benefits only
5.Policy covers:
® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law
B.Only the following class or classes of employer's employees:
Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named
insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above.
Date Signed 8/23/2023 By ° .
(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number (866)697-4332 Name and Title Kristin Markwica, Head of Disability Insurance Unit
IMPORTANT: If Box 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS
Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder.
If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS
Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board,
DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200
------------ _
PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 58 of Part 1 has been checked)
State of New York
Workers' Compensation Board
According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS
Disability and Paid Family Leave Benefits Law with respect to all of his/her employees.
Date Signed By
-...... .......-... ....
(Signature of Authorized NYS Workers'Compensation Board Employee)
Telephone Number Name and Title
Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents
of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form.
DB-120.1 (10-17) Certificate Number 751986
1
Additional Instructions for Form D13-120.1
By signing this form, the insurance carrier identified in box"3" on this form is certifying that it is insuring the business
referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family
Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as
the certificate holder in box "2".
The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a
policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of
premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be
sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its
licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier.
This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate
does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities
beyond those contained in the referenced policy.
This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while
the underlying policy is in effect.
Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form,
if the business continues to be named on a permit, license or contract issued by a certificate holder, the business
must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits
Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of
the New York State Disability and Paid Family Leave Benefits Law.
DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW
§220. Subd. 8
(a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any
permit for or in connection with any work involving the employment of employees in employment as defined in this article, and
not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit
unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of
disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all
employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability
on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such
employee if so employed.
(b)The head of a state or municipal department, board, commission or office authorized or required by law to enter into any
contract for or in connection with any work involving the employment of employees in employment as defined in this article
and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such
contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment
of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees
has been secured as provided by this article.
DB-120.1 (10-17) Reverse
0 DATE(MM/DD/YYYY)
AC"RIS CERTIFICATE OF LIABILITY INSURANCE
�. 08/25/2023
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed.
If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on
this certificate does not confer rights to the certificate holder in lieu of such endorsement(s).
PRODUCER NINA BORTOLIS
HO a.E�tb. _8 28-3100 .� FAX
CON
PHO „I;mm 71828-3200
GUARDIAN GROUP SOLUTIONS INC TA 71��mmm .w_......
._
EMAIL RE.COM
213-16 48TH AVENUE ADDRI Ss: NIN?Q%GGSINSU
BAYSIDE,NY 11364 INSURER: AFFORDING COVERAGE NAIc a
INSURER t Falls Lake National Insurance Ins Co 31925
INSURED _�. ..-�........ ........ Ctart'tafr
INSURER 0: Wesco Insurance _. -.... .... _
...� .. wroy 25011..
ANDRINO CONTRACTING LLC INSURER C: Shelterpoint Life Insurance 81434
40-41 189 STREET INSURER 0; _ . ,,,,,,,,�
FLUSHING, NY 11358 INSURER E: _
INSURER E
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN„ THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.��
INSR COMMERCIAL SKP201180812 10/04/2 LIMITS
POLICY EFF POLICY EXP
LTR TYPE OF INSURANCE POLICY NUMBER MM/O01Y`tYY MM/D --
A 7C C Y 02210/04/2023.EACH OCCURRENCE $ 1,000,000
-DWMTECLAIMS-MADE OCCUR PREMISES IEa e renqM $ 100000
MED EXP(Arty one rsos) $ 5,000
... ............. _ _ _y
PERSONAL&ADV INJURY $ 1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,0010,000
X POLICY D PRO ❑ LOC PRODUCTS-COMP/OP AGG $ 2,0010',1.100
JECT
AUTOMOBILE LIABILITY Eaooddanll L MIT $ '"
O IN
ANY AUTO BODILY INJURY(Per person) $
OWNED SCHEDULED BODILY INJURY(Per accident) $
AUTOS ONLY AUTOS
HIRED NON-OWNED PROPERTYOAMAGE $
AUTOS ONLY AUTOS ONLY IP�r scoder
$
UMBRELLA LIAB OCCUR EACH OCCURRENCE $
EXCESS LIAB CLAIMS-MADE AG'GRE'GATE $
DEO RETEN'T'tlON$ $
' B WORKERS COMPENSATION WWC3615523 11/21/202211/2112023,K STATUTE ERI
AND EMPLOYERS'LIABILITY y/N �
ANYPROP IETORMA,RTNER)EXECUTIVE N/A E,L.EACH ACCIDENT NT
1,000,000
OFFICEMMEMBER EXCLUDED?
(Mandatory In NH) E L,DISEASE-EA EMPLOYEE $ 1,000',000
DE5
0ys S CR9P"PgI1descr beN under
OF OPERATQONS W. E L DISEASE-POLICY LIMIT $ 1,000,000
C DISABILITY D455764 11/211202211/21/2023 STATUTORY
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required)
CERTIFICATE HOLDER IS LISTED AS ADDITIONAL INSURED
CERTIFICATE MOLDER CANCELLATION
TSALTAS RESIDENCE
865 STARS ROAD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
EAST MARION NY ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
�b .,
x'1988-2015 ACORD CORPORATION. All rights reserved.
ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD
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Suffolk County Department of Labor, Licensing & IT
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VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788
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DATE ISSUED: 10/07/2022 No. HI-67613 01111
SUFFOLK COUNTY
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doImprovement Contractor License
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This is to certify that Peter G Andrinopoulos
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doing business as Andrino Contracting LLC
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having furnished the requirements set forth in accordance with and subject to the provisions of applicable
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laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct
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business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk.
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�( Generated by REScheck-Web Software
J Compliance Certificate
Project 856 Stars Rd
Energy Code: 2018 IECC
Location: Southold, New York
Construction Type: Single-family
Project Type: New Construction
Conditioned Floor Area: 1,307 ft2
Glazing Area 18%
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
865 stars rd Frank tsaltas robert Higgins Architect
east marion, NY 865 stars rd 50 hidden acres path
east marion, NY Wading river, ny 11792
sophia0970@gmail.com
Compliance: 3.5%Better Than Code Maximum UA: 426 Your UA: 411 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.
SVab•-on-glrade tradeoffs are no Ilongeir considered in the UA or performance compliance path in REScheclk. Each sllab-on•-grade
asseinnbVy in the specified cVimate zone must meet the minimum energy code insuVation R-value and depth requirements„
Envelope r
Prop.Gross Area
Cavity Cont. Prop.
Perimeter
Ceiling: Cathedral Ceiling 1,584 30.0 0.0 0.034 0.026 54 41
Wall: Wood Frame, 16" o.c. 2,895 21.0 0.0 0.057 0.060 132 139
Door 1: Solid Door(under 50%glazing) 60 0.200 0.320 12 19
Door: Glass Door(over 50%glazing) 109 0.300 0.320 33 35
SHGC: 0.30
Window: Wood Frame 410 0.300 0.320 123 131
SHGC: 0.30
Floor:All-Wood Joist/Truss 1,306 21.0 0.0 0.044 0.047 57 61
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 requirements listed in the REScheck Inspection Checklist.
Robert tHiggins Architect ¢,��. - 11/15/2023
Date
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Pagel of 9
u V
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2018 IECC
Requirements: 97.0% 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
1103.1,03.2 documentation
ion drawings
emontandrate ry <❑DoNotIfflCo
lies be met.Requirement will .
[PR111 energy code compliance for the ❑Not Observable
y }building envelope.Thermal
: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
[PR311 lighting and mechanical systems. ❑Not Observable
Systems serving multiple ❑Not Applicable
dwelling units must demonstrate
(;compliance with the IECC
"Commercial Provisions.
302.1, Heating and cooling equipment is Heating: Heatinga ❑Complies Requirement will be met.
403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not
[PR212 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
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 7 3 Low Impact(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 2 of 9
o-
Section
Foundation InspectionC _omplies? Comments/Assumptions
Ice nil _
303.2)1 protect tiexposed covering
is installed to ❑Compliesbe met.
� Requirement will ..°
iinsulation ❑Does Not
and extends a minimum of 6 in. below [:]Not Observable
grade.
❑Not Applicable
413.9 Snow-and ice-melting system controls;❑Complies Requirement will be met.
(F ?12)2 'installed. ❑Does Not
;❑Not Observable
j❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 3 of 9
Section Plans Verified Field Verified
# Framing/ Rough-In Inspection Value Value Complies? Comments/Assumptions
402.1.1, Door U-f a � U- ❑Com lies See the: i
o actor. U- p ee the Envelope Assemblies
402.3.4 ❑Does Not table for values.
[FR111 ❑Not Observable
❑Not Applicable
402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies
402.3,1, average). ❑Does Not table for values.
402.3.3,
❑Not Observable
402.5
402.5 ❑Not Applicable
303.1.3 U-factors of fenestration products ❑Complies Requirement will be met.
[FR4]1 are determined in accordance ❑Does Not
4ith the NFRC test procedure or ❑Not Observable
taken from the default table.
❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier - :� ,❑Complies Requirement will be met.
[FR23]1 ;installed per manufacturer's ❑Does Not
�instructions.
❑Not Observable
j❑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
�AAMA/WDMA/CSA 101/1.5.2/A440 ❑Not Observable
or has infiltration rates per NFRC
400 that do not exceed code ❑Not Applicable
limits.
402.4.5 IC-rated recessed lighting fixtures ;❑Complies Requirement will be met,
[FR16]2 sealed at housing/interior finish ❑Does Not
and labeled to indicate s2.0 cfm
leakage at 75 Pa ❑Not Observable
❑Not Applicable
403.3.1 Supply and return ducts in attics %❑Comrmplies Requirement will be met,
[FR12]1 insulated >= R-8 where duct is ❑Does Not
>= 3 inches in diameter and >_ ❑Not Observable
R-6 where < 3 inches. Supply and;
return ducts in other portions of ❑Not Applicable
the building insulated >= R-6 for l
:diameter>= 3 inches and R-4.2 ,
,for< 3 inches in diameter.
403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met.
[FR13]1 boxes are sealed with ❑Does Not
;joints/seams compliant with ;
International Mechanical Code or ❑Not Observable
International Residential Code,as: ❑Not Applicable
applicable.
403.3.5 Building cavities are not used as '' � ❑Complies Requirement will be meta
[FR15]3 'ducts or plenums. ❑Does Not
1 ❑Not Observable
:]Not Applicable
403.4 HVAC piping conveying fluids R- R _. �;❑Complies Requirement will be met.
[FR17]2 above 105 °F or chilled fluids ❑Does Not
below 55 °F are insulated to>_R-
3 ❑Not Observable
❑Not Applicable
403.4.1 Protection of insulation on HVAC ` ' + ❑Complies Requirement will be met.
[FR24]1 j piping. ❑Does Not
❑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
❑Not Observable
❑Not Applicable
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 4 of 9
Section Plans Verified Field Verified
Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions
R2 .l[
403.6 Autorrratic or gravitydampers,are,
'[]Complies 'Requirement will b met.
1F 1912 installed an all outdoor air rlDoes Not.
intakes and exhausts.
Not Observable
Not Applicable
Additional Comments/Assumptions:
1 I High Impact(Tier 1) 2 Mlediurn Impact(Tier Low Impact(Tier 3i
Project Title: 856 Stars Rd Report date: 11/15/23
Data filen rne: Page 5 of 9
Section Plans Verified Field Verified
# Insulation Inspection Value Value Complies? Comments/Assumptions
& Re AD
303.1 'All installed insulation is labe � �
Requirement will be met.
led ❑Complies
[IN13]2 or the installed R-values ❑Does Not
provided. ❑Not Observable
❑Not Applicable
402.1.1, Floor insulation R-value. R- R ❑Complies See the Envelope Assemblies
402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values.
[IN1]1 ❑ Steel ❑ Steel ❑Not Observable
❑Not Applicable
303.2, :Floor insulation installed per ❑Complies Requirement will be met.
402.2.8 manufacturer's instructions and ❑Does Not
[I1\12]1 in substantial contact with the ❑Not Observable
underside of the subfloor, or floor
:framing cavity insulation is in -❑Not Applicable
:contact with the top side of
:sheathing, or continuous
insulation is installed on the
underside of floor framing and
extends from the bottom to the
.top of all perimeter floor framing
members.
402.1.1, Wall insulation R-value. If this is a R- R ❑ omplies ;See the Envelope Assemblies
402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood UDoes Not table for values.
402.2.6 wall insulation on the wall ❑ Mass ❑ Mass j❑Not Observable
[I1\13]1 ;exterior,the exterior insulation
�0 requirement applies(FR10). E] Steel ❑ Steel ❑Not Applicable
303.2 Wall insulation is installed per []Complies Requirement will be met.
[IN4]1 manufacturer's instructions. ❑Does Not
❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low l mpact(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 6 of 9
Section Plans VerifiedField Verified
# Final Inspection Provisions Value ValueComplies? Comments/Assumptions
& Re .ID
402.1.1, :Ceiling insulation R-value, ❑ Wood ❑ Woo ❑Com lies Se
' e. R- R- p See the Envelope Assemblies
402.2.1, d ❑Does Not able for values.
402.2.2, ❑ Steel E] Steel ❑Not Observable
402.2.6 ❑Not Applicable
[Fill
303.1.1.1, Ceiling insulation installed perIl
Complies Requirement will be met.
303.2 manufacturer's instructions. ❑Does Not
[F12]1 :Blown insulation marked every
300 ftp [:]Not Observable
❑Not Applicable
402.2.3 Vented attics with air permeable ` EComplies Requirement will be met,
[F122]2 insulation include baffle adjacent " ❑Does Not
to soffit and eave vents that
extends over insulation. ❑Not Observable
❑Not Applicable
Attic access hatch and door R- � -
402.2.4 R- -�'❑Complies .Requirement will be met.
[F13]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.
[F117]1 ach in Climate Zones 1-2, and ❑Does Not
<=3 ach in Climate Zones 3-8.
❑Not Observable
f
❑Not Applicable
403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met.
[F127]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.
[F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not
<=3 cfm/100 ft2 without air
handler @ 25 Pa. For rough-in ❑Not Observable
(tests,verification may need to ❑Not Applicable
_j occur during Framing Inspection.
403.3.2.1 ;Air handler leakage designated ❑Complies 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,.
[F19]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 Requirement will be met.
[FI10]2 'on heat pumps. ❑Does Not
❑Not Observable
❑Not Applicable
403.5.1 'Circulating service hot water ❑Complies Requirement will be met.
[FI11]2 systems have automatic or ❑Does Not
,accessible manual controls.
❑Not Observable
❑Not Applicable
[_LHigh Impact(Tier 1) 2 !Medium Impact(Tier 2) 3 Low impact(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 7 of 9
section Plans Verified Field Verified
# Final Inspection Provisions Value Value Complies? Comments/Assumptions
& Re .ID
40125]21 All
llns not part mechanical on testventi system sted ` J ❑DoespNot Requirement will be mete
HVAC equipment meet efficacy
and air flow limits per Table ❑Not Observable❑
R403.6.1. Not Applicable
403.2 Hot water boilers supplying heat = ❑Complies Requirement will be met,
[FI26]2 through 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 ❑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
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 Requirement will be met.
[F129]2 comply with IEEE 515.1 or UL ❑Does Not
515.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 Demand recirculation water % ❑Complies Requirement will be met.
[FI30]2 systems have controls that 4 ❑Does Not
,manage operation of the pump
and limit the temperature of the :❑Not Observable
water entering the cold water ❑Not Applicable
;piping to<= 1040-F.
403.5.4 Drain water heat recovery units �❑ !omplles Requirement will be met.
[FI31]2 tested in accordance with CSA ❑Does Not
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
i or two showers. Potable water-
side pressure loss of drain water
heat recovery units< 2 psi for
individual units connected to
three or more showers.
404.1 a90%or more of permanent ❑Complies Requirement will be met.
[F16]1 fixtures have high efficacy lamps. ;[:]Does Not
',[-]Not Observable
❑Not Applicable
404.1.1 Fuel gas lighting systems have ;' `:❑Complies .Requirement will be met.
[F12313 no continuous pilot light. ❑Does Not
1 ❑Not Observable
❑Not Applicable
401.3 Compliance certificate posted. ❑Complies
[F17]2 ?❑Does Not
❑Not Observable
❑Not Applicable
1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 8 of 9
Section Plans Verified Field Verified
Final Insp�+e tion provision Value Value. Complies? LComments/Assumptions
&Req.11) _
303.] Manufacturer manuals _ OComplles R._.�__. .l be w t...e.�
3 '3.3 Manuf � � � Requirement will be met.
mechanical and water heating ODoes Not
,systems have been provided.
', -' Not rJbseawable '
`O Not Applicable
Additional Comments/Assumptions:
1 High Impact:V 1) 2 tedium Impact(Tier 2J Low unpack(Tier 3)
Project Title: 856 Stars Rd Report date: 11/15/23
Data filename: Page 9 of 9
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GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES
In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE
1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE LIVE DEAD BASED ON TABLE 8602.3 1 NAILING SCHEDULE
as adopted by New York State May 12,2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE t
Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD
2020 Energy Conservation Construction Code of New York State,the 1. Ceiling IS suspended under floor framing. 10
2020 Building Code of New York State;Plumbing code;Fire code;Mechanical code; g p g' inches Uninhabitable attics without storage
Fuel gas code;Existing building code;Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. g NUMBER AND R
DESCRIPTION SPACING AND
ALL CODES shall supercede the drawings and shall be incorporated into the
Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 OF FASTENER LOCATION
drawings WHETHER they are Indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 ITEM ROOF FRAMING
until the first floor framing is in place or brace the foundation Bidet 1-14 exterior and decks 4-8d BOX (2.112")OR
Balconies
Additions,Alterations&Renovations:shall conform with Appendix J Clothes washer standpipe 2 (exterior) 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL
16. Double joists under parallel partitions and under whirlpool tubs.
2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Dishwasher on separate trap) - 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR
Floor drain 2 3-8d COMMON EACH JOIST,TOENAIL
3. The contractor prior to the start of construction shall verify all Guards and Handralls per 1607.8.1.1 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3")OR
dimensions,existing or new and be responsible for field fit. 17. Metal flashing shall be installed were concrete abuts wood, 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-112" FACE NAIL
and were decks abut house framing. Kitchen sink (One Or two traps, With Or ( )
Guard In-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL
4. The mechanical systems,electrical systems,plumbing systems and solar energy systems, without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL
shall be installed in accordance under latest State approved Building Codes. 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-10d BOX 3" OR
PP 9 9 9 Laundry tub (one or more compartments} 5 ( ) FACE NAIL TO EACH RAFTER
All systems are to be designed,installed,&specified by the general contractors; HVAC, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3"
electrical or plumbing sub-contractors. Lavatory - Rooms other than sleeping rooms 40 10
P 9 19. All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND
Electrical certificates are to be provided the electrical contractor. floor area of that room, and the minimum openable area to the outdoors shall be 4 percent of Shower (based on the total flow rate through Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE
5. All New Footings shall bear on Virgin,undisturbed soil with an assumed bearing capacity the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS
of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum.It shall Stairs 40 20
be the responsibility of the general contractor to verify the depth of all existing footings 20. All window and door headers to be 2-2x10 unless noted otherwise. FIOW rate: 7 ROOF 4-1 fid OR
RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL
5.7 m and less 1-1/2 Roof 20 20
disturbed by construction. gp
21. Vent dryers to exterior as per Section M1502 3-16d BOX O Cfl
ry P More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL N
TABLE 8401.4.1 subscript b:Where the building official determines that in-place soils Vent range hoods as per Section M1503
with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING O Z O
the allowable bearing capacity shall be determined by a soils investigation. More than 25.8 gpm up to 55.6 gpm 4 STRUCTURAL MEMBERS DEFLECTION I
16d COMMON 00
6. Cast-fn-place concrete shall be air entrained;5%<7%total air content by volume and have 22• Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.6"x 0.162") 24"O.C.FACE NAIL -7 z d-
an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180
p p g p p g STUD TO STUD AND ABUTTING STUDS AT 16d BOX
garage slabs and,steps shall be 3500 psi. All work shall be in accordance with chapter 4, vicinity story g, including 9 16"O.C. FACE NAIL O O �
area in the immediate vicini of the bedroom and on each sto of the dwellin Includin INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0. 62')Interior walls and partitions H/180
All Concrete shall conform to the latest ACI standards. basement and cellars and not less than 3 feet from the bathroom door containing a 16d COMMON n/
10 BUILT-UP HEADER 0.162") 16"O.C. FACE NAIL ALONG EDGES F-
(3-112"x {L
bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors O
WHENEVER an alteration, addition,or conversion is made to an Existing Residence, L1360 OR Box(2-112"X0.113") Q Q
8404.1.3,2 Reinforcement for Foundation Walls TABLE 8302.6 11 CONTINUOUS HEADER TO STUD TOE NAIL
Concrete foundation walls shall be laterally supported at the top and bottom.Horizontal the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING-GARAGE SEPARATION All other structural memebers L/240 OR 4 8d COMMON
reinforcement shall be provided in accordance with Table R404.1.2(1).Vertical reinforcement hardwired and interconnected. 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL
shall be provided In accordance with Table R404.1.2(8) SEPARATION MATERIAL Exterior walls with stucco finish H/360 O ~ Q
23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-112") FACE NAIL ON EACH SIDE OF END co
R404.1.3.3.7.1; Reinforcement for Foundation Walls: Steel reinforcement shall comply with p NOT LESS THAN 1/2'-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-112") JOIST(MIN 24"LAP SPLICE LENGTH Z Q V
the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS
q EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) LiJ `W, W _J
Minimum yield strength of reinforcing steel shall be:40,0000 psi(grade 40), in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL C)
required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8'-INCH TYPE X GYPSUM 14 c
OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-112") 12"O.C. FACE NAIL Z c
R404.1.2(9). BOARD L=span length,H=span height Q W Q
` All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE:NAIL Q Q
R404.1.3.3.7.2.; Location of Reinforcement: vertical reinforcement in basement walls switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2'-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL
V-0" or higher as per tables R404.1.2(8) Vertical reinforcement In basement walls TABLE R802.5.2 O
shall be located to provide a maximum cover of 1-1/4 Inches from the inside face. 3-16d BOX Q � Oo
24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN!!2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION16 TOP OR BOTTOM PLATE TO STUD END NAIL
g GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON W
section R602.10.4.2 Continuous sheathing method. APPLIED TO THE INTERIOR SIDE OF U
8404.1.3.2;Concrete foundations shall have horizontal reinforcement as follows: 9 DWELLING UNIT ON THE SAME LOT EXTERIOR WALLS THAT ARE WITHIN THIS AREA GROUND SNOW:20 PSF 3-10d BOX O
Based on Table R404.1.2(1)- (includes basement entrances and window wells) End conditions for braced wall lines for the continuous sheathing shall conform RAFTER RAFTER 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL
Less than 8 foot Wall Height:One#4 bar within 12 Inches of the top of to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON O U) Iz O
wall and One#4 bar near mid-height of wall. shall comply with nailing schedule and Figures R602.10.8 1 &R603.10.8(2) OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 3-8d BOX Q Q Q
Greater than 8 foot Wall Height:One#4 bar within 12 inches of the to of p Y g g ( ) ( ) 1$ 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL ~ I.Z I-
g P SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING.
wall and One#4 bar near the third points in the wall story R404.1.3.3.7.3 Wall Openings 12 FT 20 FT 28 FT 36 FT C) _I U) 0-
25. WIND DESIGN:shall be as per 8301.2.1 A continuous load path shall be RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING <(
provided to transmit the applicable uplift forces in section R80211.1 from the < CLD O
8404.1.3.3.7.3 Wall Openings:Vertical wall reinforcement required by Section R404.1.3.2 SHALL MEET ASTM El l9 AND FIRE STOPPING PER ASTM E814 OR UL 1479
that is interrupted by wall openings shall have additional vertical reinforcement of the same size roof assembly to the foundation. NUMBER OF 16D COMMON NAILS 4-8d BOXQ 1- 00 (J)
laced within 12 inches of each side of the opening. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL
P 9•P 3-8d COMMON
26. ASHPALT SHINGLES: 8905.2.4 Shall comply with ASTM D 3462. 3: 12 is"O.C. 5 8 10 13
R4D4.1.3.3.7.4 Support and Cover; Reinforcement shall be secured in the proper location Wind resistance of asphalt shingles shall be tested in accordance with22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 6"O.C.TOE NAIL
in the forms with tie wire or other bar support system to prevent displacement during the concrete ASTM D 7158 and classified as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4:12 16' O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d Box
placement operation.Steel reinforcement in concrete cast against the earth shall have a minimum Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 BLOCKING TO JOIST 2-10d BOX m o
cover of 3 inches.Minimum cover for reinforcement In concrete cast in removable forms that will be 23 2-8d COMMON EACH END E._
copper roofing nails,minimum 12 gage shank with aminimum- w c E y
exposed to the earth or weather shall be 11/2 inches or No.5 bars and smaller,and 2 inches 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 4-16d BOX .6 o,o o o E
for No.6 bars and larger.For concrete cast In removable forms that will not be exposed to the Fastener Panel Span Panel Span Panel Span
earth or weather,and for concrete cast in stay-in-place forms,minimum cover shaft be 3/4 inch, and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL �, r aim 2 ° a r
Type Less than or less than or less than or ..- € t W g °o
The minus tolerance for cover shall not exceed the smaller of one-third the required cover or 3/8 inch. but not less than 4 per strip or 2 per individual shingle-R905.2.6.Attachment 9:12 16"O.C. 3 4 4 5 rn° c
c °� m.4 >
equal to 4 feet equal to 6 feel equal to 8 feet 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FAKE NAIL ° cc: '� o m m
( ) 4-10d 80X w w p� s c-t o
7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All 27. Flame Spread Index: 8302.9 12:12 16"O.C. 3 3 4 4 �, g o o c m
Framinglumber shall be DOUG-Fir Larch#2 or better,E=1,600,000 " .0 c c-
wall and ceiling finishes shall have a flame spread index 5 200 No 8 Wood screw a-1od Box 49;o o.FD o o N o 0
Min.Fb for dimensional lumber=850 psi. 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST PER JOIST m 0.2 ".5 0_0 `�w"
Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a 6 y Y >.a = aY c o
Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. On center on center on center a�y B c o m•- 0- o c $
Including but no limited to:Deck Framing,Posts,Headers,Girders&Ledgers. &attics shall have a flame spread index:5 25 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM Q�c p 3 s �'E Z- 3 m
len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAMS
g STAGGERED ON OPPOSITE SIDES "- 0 0 0 °a 6 L
8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: c m
Q g 9� y ;! �= c
a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having a smoke-developed index 5 450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL 2 m� c c yo 3:
`o E
No 10 Wood screw 3-16d COMMON s a a c �'a o v
or stainless steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies H c/ H r HEEL JOINTAJDUSTMENT FACTOR o o L o c o
based anchor with 16 inches 12 inches 9 inches a C a o.. o
b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have asmoke-develo ed index s 450 tested with ASTM E 84 or UL 723 0 � c � N�� o
p 2-10dBOX(3") OR aoEc r= E � oa
c.) All Structural connectors i.e.Simpson strong Tie of USP,etc 2 inch embedment on center on center on center 29 BRIDGING OR BLOCKING TO JOIST 2-Sd COMMON 2 1/2r EACH END, TOE NAIL 1E �_y c 2 y
shall be Hot-Dipped Galvanized or Stainless Steel, len ht 1 / 3 1.5 ( ) m z.�� ¢ c 0 C m o
PP 28. SWIMMING POOLS. Shall conform to Section 8326 9 1 /4 1.33 Woo STRUCTURAL PANELS SUBFLOOR a 2 a1°i o 8 w B
m c aE m m'o
f L ° 7-° = L C w 0
29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to:
1 / 5 1.25 ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND U En o 6- m E c ° CL
9. All Engineered Wood Products such as"Trus Joists,Micro-Lam,etc"shall be Solar ready roof zone area of not less than 300 sq.ft.Access and pathways, roof access points, 1 / 6 1,20 PARTICLE BOARD WALL SHEATHING TO FRAMING
installed in accordance with the manufacturers latest installation details a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height.
Framing connectors,Allowable Hole diagrams,specifications,etc. ground access areas. panels shall not be located less than 18"from a valley SPACING OF FASTENERS
DESCRIPTION OF NUMBER AND TYP z
"Micro-Lam"Design Stress: E=1.9, Fb=2,600 psi,Fv=285 psi b.Fasteners shall be installed at opposing ends of the wood structural panel. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING
"Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi,Fv=290 psi A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel, PANEL EDGES SUPPORTS GABLE END WALL FRAMING O =
"Anthonyower Beams Design Stress; IE=2.1, TABLE CONNECTION
y g Fb=3000 psi, Fv=300 psi this section shall be posted near the electrical panel or water heater by the builder. IW I--
c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER UPLIFT CONNECTION FROM WIND 8d COMMON(RO FLOOR,WALL) „ W -C3 D•-
q The main electrical panel shall have reserved space for a dual pole circuit breaker P g g g 30 3/8 - 1/2 Sd COMMON(ROOF) 6 SEE NOTE A 6" O UJ C
10. 8310.2 EMERGENCY ESCAPE AND RESCUE:Required in BASEMENTS, not less than 2 inches Into the building frame. Fasteners shall be located not less than W
each sleeping rooms in basement habitable attics, and every sleeping room for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C •--I � 1'S' O
shall have at least ONE operable emergency escape opening as follows: 31 19/32"• 1" 8d COMMON 6" SEE NOTE A 6" z z -I
Sill height of not more than 44 inches above finished floor. d.Where screws are attached to mason or mason /stucco,the shall be attached SPACING SPAN
g masonry ry Y ULTIMATE WIND SPEED J Z N
30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 (FEET) Q Q
A. Minimum net clear opening of 5.7 square feet. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. �' 1od COMMON NAILS Q I-
Except grade floor openings shall have a minimum net clear 130 140 32 1-1/8 -1-1/4 6" 12" W N
opening of 5 square feet. 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = W U Q E
i/2"STRUCTURAL CELLULOSIC 1-112"GALV.ROOFING NAIL 3 s c) I--"
B. Minimum net clear opening height shall be 24 inches. It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. < �� �� � z ILL
C. Minimum net clear opening width shall be 20". in detail the design,calculations,drawings,written statements of the mechanical, Glazed opening protection shall meet the Large Missle test ASTM E 1996 5:12 2:5:12 <5:12 i 5:12 33 FIBERBOARD SHEATHING
D. emergency escape and rescue openings shall be operational air conditioning,ventilation, heath systems new,existingor upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 5/8"STRUCTURAL CELLULOSIC I.I.1 = CL
fromthe inside of the room without use of keys or tools. p Y g• g Y q ( y Building p Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 12 214 201 263 247 34 FIBERBOARD SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7" UI _l W
Y stamped b a professional engineer if required b the Owner or Buildin Dept. ANSUDASMA 115. Areas within hurricane prone regions: Q"
WHERE Basement contain more than one or more sleeping rooms,
an emergency escape opening shall be provided for EACH sleeping room. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 35 1/2" GYPSUM SHEATHING 1-112"GALV.ROOFING NAIL 711 7"
Emergancy escape and rescue opening shall open directly to the outside wind speed is 130 miles per hour or greater. 5/6" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" 7"
(2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396
EXCEPTION: Grade floor or BELOW grade floor openings shall have EXTERIOR WALL WOOD STRUCTURAL PANELS
a net clear opening of not less than 5 square feet. I n _� A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3)6 DIAMETER ( Wood Structural panels with a minimum of thickness of 7/16 Inch and a maximum span
11. STAIR HANDRAIL:R311.7.8 Provide Handrail on at least one side of each of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496
continuous run of treads or flight with FOUR OR MORE RISERS. ': :.., cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WQOD MIN.WOOD WALL NAIL SPACING
Handrail Height measured above stair tread nosing,shall not be less than ONSTRUCTION TYPE Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD
34 inches and not more than 381nches. All Handrails shall be continuous "I", "fin "Ill", "IV OR"V„ Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES FIELD N 0
the full length of the stair from a point directly above the top riser of a flight 16' O.C. 42 535 499 664 622 PANEL SPAN RATING Np Lu
to a point directly above the lowest riser of the flight.Handrails adjacent to N 1-
i6"O.C. 48 599 559 745 697 sd COMMON NAIL
a wall shall have a space of not be less than 1-1/2 inches between the wall REFLECTIVE RED (2.5"X 0113") 1.50 INCH 24/0 7/16"OR 1/2" 16" O.C. 6" 12" �,-j z
and the handrail.see code for exceptions.Refer to Code for grip size specifications. PANTONE#187 N
Sd COMMON NAIL 175 INCH 24116 7/16"OR 1/2" 16" O.C. 6" 12" Of <
.
12. GUARDS:8312 Porches,balconies or raised floor surfaces located more than 30" (2.5"X 0131") W p Q
above the floor or grade below shall have a railing not less than 36 inches DESIGN CRITERIA TABLE 507.9.1.3(1) m W ti l
In height. Railings shall have Top rails and Balusters and Bottom rails that are 0 CA J
NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 Q
gREFLECTIVE I- >
by the riser,tread and bottom rail of the guard rail at the open side of a stairway WHITE FIELD Wind speed: 130 U W ()
are permitted to be of such a size that a 6 Inch sphere cannot pass through. JOIST SPAN GYPSUM BOARD FRAMING SPACING OF FASTENERS 0
w
No of stories: 2 CONNECTION GYPSUM BOARD O
Open sides of stairs with a total rise of more than 30 inches above the floor or - DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS
n TO WOOD FRAMING
grade below shall have guards not less than 34 inches in height measured =- , , • 7/16 min. structural plywood can Roo Ht: 3O t FRAMING SPACING NAILS scREws
vertically from the nosing of the treads. 1/2"DIA.LAG SCREW „ " n "
--► +-- Panel, Attached to Roof pitch: per plan &1/2"MAX. SHEATHING 30 23 18 15 112 �� n
„ CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS
13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL �� Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 16"O.C. 8" 16"
opening is located LESS than 24 inches above the finished floor and GREATER COMPONENTS THAT ARE OF 1/2"P 9 1/2"DIA.THRU BOLT
CEILING
n
Bldg Width Per Ian EITHER DI 1fi"O C
TRUSS TYPE CONSTRUCTION with Table 8301.2.1.2 g p 36" 36" 34" 29" „ RECTION 7 12 sd COOLER NAILS �
than 72 inches above the finished grade or other surface below on the exterior STROKE &1/2' MAX. SHEATHING 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" r h
of the building,the window must be provided with a window opening control device "F" FLOOR FRAMING INCLUDING of the residential code bldg aspect ratio: 3:1
that compiles with R312.2.2 Window Opening Control Devices. GIRDERS AND BEAMS Nailing Sched: Table R602.3(1 2'1"TO 14'14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-718"LONG 6d COATED NAILS OR T
of New York State 9 } GARAGE CEILING „ „ EQUIVALANT DRYWALL SCREWS. v
14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in " 5/8" PERPENDICULAR 16"O.C. 6 6 SCREWS SHALL COMPLY WITH
9 R" ROOF FRAMING 1/2 DIA.LAG SCREW BENEATH IRC SECTION 8702.3.5.1
accordance with R302.11 thru R302.11.2 and Draftstopping shall be &1/2"MAX.SHEATHING 13" 11" 10" HABITABLE ROOMS
installed per R302.12 thru R302.12,1 "FR" FLOOR AND ROOF FRAMING
1/2"DIA.THRU BOLTWhere the ultimate design wind speed Is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6"o.c.
Firebfocking materials R302.11.1 shall be as follows: UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING 24" 21" 19"
1. Two-inch nominal lumber I I I Where the ultimate design wind speed Is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for W ,
2. 1/2"gypsum board TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,eaves and gable end walls;and 4"o.c.to gable end wall framing.
3. Batts or blankets of mineral or fiberg fas shall be permitted for compliance t�
with the 10 foot horizontal firebfocking in walls constructed using parallel NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) p,•�
_ ^,
rows of studs or staggered studs. U ~
4. cellulose insulation installed and tested in accordance with ASTM E 119 or Applicant shall provide engineered wood placard F,.' FT y O
UL 263,for the specific applications on or adjacent to electrical meter box for field inspection. 1""� Q v
PLYWOOD STORM PANEL
Residential structures with Truss type construction, SHUTTER DETAIL ~ °� `n
TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES Pre-Engineered Wood Construction And/or Timber Construction > M
for new dwelling and/or any addition,alteration Refer to General Notes for Panel
OF FOUNDATION MATERIALS cM O
a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 U ^d aqcc
CLASS OF MATERIAL LOAD-BEARING PRESSURE shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. O x . N
Crystalline bedrock 12,000 psf of the structure for field inspection
Sedimentary and foliated rock 4,000 psf :-, , O M
Sandy gravel and/or gravel(GW and GP) 3,000 psf ;, "'e a ^ -� � 9
Sand,silty sand,clayey sand,silty gravel and clayey gravel s A C"
(SW,SP,SM,SC,GM and GC) 2,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(l) , '
Clay,sand clay,silt clay,clayey silt,silt and sand silt �:t. �•`�` � B'O'G'
Y Y Y.�• Y Y Y Y Y
(CL,ML,MH and CH) 1,500 psf WIND DESIGN SUBJECT TO DAMAGE FROM
h ��
a.When soil tests are required b Section R401.4, o WIND WINTER ICE SHIELD AIR MEAN r Vis., ie
q Y GROUND SPECIAL SEISMIC FROST z � �
SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
the allowable bearing capacities of the soil shall be part of the recommendations. SNOW WIND DESIGN WEATHERING LINE TERMITE
(MPH) EFFECTS DEBRIS TEMP REQUIRED HAZARD INDEX TEMP
1 :=
b.Where in-place soils with an allowable bearing capacity of less than 1,600 psf LOAD REGION ZONE CATAGORY DEPTH
are likely to be present at the site, the allowable bearing capacity shall be P M FTMOODERATE
determined by a soils investigation. 20 LBS 130 NO NO NO B SEVERE V-0" HEAVY 11 YES NO 1500 or less 52.1
M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table.
0.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet.
Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. BUILDING DEPARTMENT STAMPS
P. Basic wind speed for risk catagory 11 from ASCE 7-16 Figure 26.5-1 B
Outside Elevation Extent of header(two braced wall segments)
Extent of header(one braced wall segment) I.
TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS °3 °7 — ° °
TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Side Elevation
a
fasten king stud to header with
1• CONT.INUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header , , , , , / 6-16d sinker halls
• _ _ _ _ _ _ _ _ _ _ _ _ _ METHOD WSP: EXTERIOR SHEATHING
OR END JOIST CONTINUOUS ALONG LENGTH CONT.IN000S RIM ADDITIONAL FRAMING ° ° ° ° shall occur at to of wall ° ° ° °
•�= = - = n ` = -� �- - - -•�• PER TABLE R602.3(3)-FASTENERS 6" OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG _ P
OF BRACED WALL PANEL ° °_° fasten top plate to header with
,I I•I I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL
,
PER TABLE R602.3(1)OR R602.3(2) ° Header shall be Top plat continuity is o two rows of 16d sinker nails @ 3"o.c.
fas10 tened to the re uired er R602.3.2
•I I I I l I' VARIES BY FASTENERS 2-16d NAILS EACH SIDE king stud with Braced wall line
I I 6-16d sinker nails ° Minimum 40001b header-to-jack-stud
continuously sheated
.I I•I 1.1 METHOD CS-WSP: r H with 1/2"wood °
x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening
structural panels °
•I I'I AS PER TABLE R602.3(3) pattern as shown and 3 in.o.c.in all framing(studs and sills) ° opposite side of sheathing
EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3-8d NAILS
•I I,I WITH 8d COMMON NAILS BRACED WALL PANEL 8d 6"O.C.ALONG �° io c Minimum 40001b header-to-Jack-stud strap
°G) BRACED WALL PANEL 8d @ 6 O.C.ALONG AT EACH BLOKING MEMEBER E °
.I (0.131 X 2.5"LONG) BRACED WALL PANEL o ° on both side of opening opposite side of Panel splice edges shall occur over
.I AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL o z sheathing g
° and be nailed to common blockin
• INFIELD BRACED WALL PANEL Min.Double 2x4 framing covered with minimum within the middle 24"of the portal-
I• BRACED WALL PANEL x ° ° ° ° ° ° °
BRACED WALL PANEL BRACED WALL PANEL s 1/2"thick wood structural panel sheathing ° ° ° leg height. One row of 3"o.c.nailing
BRACED WALL PANEL � i• P 9
BRACED WALL PANEL INTERIOR FINISH: i. with 8d common nails @ 3"o.c.in all framing o is required in each panel edge,
ca 2 1• SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG M Ce (studs,blocking,and sills)typical if needed
I•I 3-16d @ 16"OC ALONG !
(D I 1 I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d @ 16"OC ALONG BRACED WALL PANEL 3-16d 16"OC ALONG 3 16d @ 16"OC EACH tV
@ p 2'to 18'{finished width) Min Double 2x4 or
WITH TABLE R7)FOR OR BRACED WALL PANEL BRACED WALL PANEL b Min.length 16" 2x6 Kin &Jack stud O }- 8
I•I BLOCKING MEMEBER
W I'I ° 9 9 112"min.thickness wood structural
_ _ _ _ _ _ i i
TABLE R802.3(1)FOR EXTERIOR WALL per Table R602.10.5 panel sheathing F— z
J. SHEATHING Min double 2 x post QO
_ _ •rq CONTINUOUS RIM OR P
J - -'- '- _ '�I - - _ a: CONTINUOUS RIM OR °
1 • I'I END JOIST No.of jack studs per ° 7
Q I'I I' VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST Min. (2)2x4 typ, Table R602.7(1&2) ° ° Z z
•I 1•I OVER AND BE FASTENED TO COMMON STUDS, p ° t
Min.(2)112"Diameter anchors O 0 �-
1• 2-16d NAILS EACH SIDE
in per section R403.1.6
•I I,I I I HORIZONTAL PANEL JOINTS IN BRACED P I--- (Y
:l 1� I'I WALLS PANELS SHALL OCCUR OVER P Q
INTERIOR�� I. AND BE FASTENED T01-1/2"x 5-1/2" FULL HEIGHT BLOCKING with 2"x 2"x 3/16" late washer Q
I•I THICK COMMON BLOCKING ON THE FLAT ADDITIONAL FRAMING
,1 SPACING I•I CONTINUOUS ALONG LENGTH
.I NAILING l,l I I 1•
AGAINST THE OUTSIDE SHEATHING MEMBER DIRECTLY BELOW \---FULL HEIGHT BLOCKING
I•I I. 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG
BRACED WALL PANEL 0 O
•I I•l I•I I• Z Q V
'I I I I I I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 LLJ W
,I I•I I1 I, W
J
� z Q
•I I•I I•I I• NAILING EDGE FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to i0 W
°I I I I I I• SPACING -6" BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate
BRACED WALL PANEL CONNECTION WHEN 8D common nials to joist per Band or Rim joistwi to joist per Z Q Q
EXT.SHEATH'G PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o,c.Top an o° Sub-Floor nailing sched. L 11 8D common nials nailing Schad. 0
PANEL JOINT Bottom
FRAMING FRAMING ' ` ' ' ° Rimi Bottt1omc.Topand e, o,°, : , ,-�ZperPlans W 0
Joist
FASTENING REQUIREMENTS FOR
° ° ° ° ° ° ° ��Holdowns
nchor Bolts and O � u) C�
BRACED WALL PANEL AS PER perplans Q Q Q
1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 Q J
c� ZooO
Q t— oo U)Simpson
1-1/4" gals. x 20 gage
H2A Stud To Rafter
coil strap with (5) 8d common
Connector _ Were the distance is SIMPSON H2A nails in each end at each rafter. y
N between 9-1/4"to 15-1/4" at each Rafter. With
1-1/4" x 20 gage G-185 Typical Metal WINDOW HDR
/provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o 2 U)
9 g Strapping _ - braced wall panels PROVIDE@STRUCTURAL RIDGES o o
Hot Dipped Galvanized Strap at Openings c� (2) 8d x 1-1/2" nails in plate 4 o.c. Zone Panel Field � = o a
with (5)-8d common nails Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Simpson L-50 on each side of rafter w �,€ o T
at each stud p)"" g Schedule Dwg-1 a
shall have Solidl Slockin �� °'.:8 N rn °r &ID s r `o
`o— E._'�
Strap may be attached OVER @ all Plywood Joints g o o o 0 N M 0.R
the plywood SIMPSON H2A ` a
g 1-1/4" x20 Gage Metal Coil (D.�2co rola° � 3
Solid blocking between at each Rafter. With .s 3 L ° „
rafters attached to top (5) 8d x 1-1/2" nails in Rafter o`o s
Strap with (5)-8d common nails
plate with 8d nails @ 6"o.c. (2) 8d x 1-1/2" nails in plate @ '� z y o o E
in each end. catch jack studs Co
_r1=11 _ 3
N along length of braced wall (5)8d x 1-1/2 nails in Stud Look Out Blacks ° •i L a� _ �' s o `o
SIMPSON LPT4 •- E ComerHoldowns panel. and window or door Header.
Refer to plans U c ° 0 ° °
at each Joists for locations t�1 yP ° e `�"�' f6 t's _ U to
Less than L a°•`s c L m o n
Typical each side and ALL Gable End Wall ti z
q windows and doors. to 12 °' ` a `° °' " 8-Z In
or Equal
If required r H 0 u, m 0 t- m E 2 c o n
with 8 -8D nails �� L o =� _ � � � ,� „
Existing FloorRIM JOIST BLOCKING BETWEEN RAFTERS aC� BRACED WALL PANELS
System 602.10.8.2(1) NTS RAFTER-TO-STUD CONNECTOR &
See dettailsailson
Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS
o
JOIST TO BAND JOIST TO SILL CONNECTION this page. NTS NTS RAFTER TO RIDGE STRAP R602.3(1) '^
TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS -R602.4.6 vJ
j EXISTING CONSTRUCTION WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z Z '^
ntS LOCATED IN THE UPPER THIRD Z Z (n
4 N.T.S, 6 8 Q OF THE ATTIC SPACE AND ATTACHED
5 J
v TO THE RAFTERS WITH 4-8D NAILS O �..
EACH END IL
I_ � WJ
ALL THRESHOLD CAREFULLY SIMPSON BSC CUT 0�•�-
FLASHED&CAULKED TO .J.. v�
PREVENT WATER INTRUSION
LENGTH
I I I POST TO HEADER CONNECTOR EXTERIOR OR 12" Min
TIMBER TECH- BEARING WALL
I l TIMBER TECH- l l RAILING POST, OUTER THIRD
"WEATHER TEAK" "WEATHER TEAK" MIN 4X4 WITH VINYL COVER " SIMPSON ABU POST OF SPAN ONLY
COMPOSITE DECKING R CKINC 4TREATED POS TO CONCRETE BRACKET
ATTACHED PER ATTACHED p CLEAR
SIDE COVER 2"MINIMUM NOTCH GREATER
MANUF.SPECIFICATION I I MANUF.SPECIFICATIO l I > ° ° ° -_ Q °' THAN 50%
4 X 4 MIN,TREATED POSTS a a 2X P.T.LEDGER; MUST BE ONE SIZE
a a � � 2-1/2"GALVINIZED CARRIAGE BOLTS (PERCENT)OF �' $
THRU BOLTED BOLTED TO C GREATER THAN DECK JOIST AND OR SIMPSON SD STRUCTURAL PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE
t l JOIST W/ , NO GREATER THAN THE DEPTH OF THE RIM JOIST CONNECTOR SCREW METAL TIE FASTENED ACROSS ANDM ❑
1/2"DIA.GALV BOLTS W/ 4, ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED GRADE TO THE PLATE AT EACH OF THE Use 1-1/4"
Metal N W
O ° ° ADHESIVE ANCHORS:HIGH-STRENGTH O
T2'MtN. o OCK WASHERS. a GALV EXPANSION ANCHORS WITH WASHERS NOTCH WITH 8-10D NAILS EACH SIDE ��� Coil Stra 22 x JOISTS AND PLACEMENT OF PER FIGURE R507.1(1) EPDXY ANCHORING ADHESIVE FOR .� - �� p 0 Gage N 0
-1/2"MIN, see Schedule on DWG-1
USE WITH THREADED ROD-OR USE: 12 Min (5) 8d common nails M Z
1 - "MAX
0 2x RIM JOIST ATTACHED W/ P p .', Z MECHANICAL ANCHORS;SIMPSON N
f"MIN. (3)#10 X 3"WOOD SCREWS 40 °, 4 4, GALV.DECK HANGER
WEDGE-ALL WEDGE ANCHOR TOP PLATES D3 MAX. 7��L
in EACH END at � Q
o SIMPSON LUS26 @ 2X6 6 MAX, EACH Stud. W ❑
IPE 2 MIN. n 03
W
2-1/2"01 R507.6.2 SIMPSON H2.5AT EA.JOIST D- p >D• SIMPSON LUS28 @ 2X8 ch 14"DIA.CAST-IN-PLACE 8d @ 6 oc Along � J
CONCRETE FOOTING,DOWN
THRU BOLTS BLOCKING 4s ° 4 Qo ° EMBED ANCHORS PER FOOTINGS MUST TO VIRGIN SOIL D3 MAX. Braced Wall Panel <
W/WASHERS OVER BEAM SIMPSON BC a o MANUFACTURER SPECIFICATIONS BEAR ON (MIN 36"BELOW GRADE) FIGURE R602.10.8(l) U W
BETWEEN EACH OST GIRDER UNDISTURBED PER R507.3 FOR DECK FOOTINGS ( ) O ry in
SOIL
JOIST CONNECTOR
SOLID SAWN JOIST AND RAFTER WALL TO WALL STRAP
AXIMUM OVERHANG 24" FIGURE 15 AMERICAN WOOD COUNCIL FIGURE R602.6.1 P.T. POST TO CONC. PIER & FOOTING NOTCHING AND BORING LIMITS. NTS
((D PORCHES & DECKS NTS R502.8 NTS
LEDGER BOARD ATTACHMENT TO CONCERETE CONNECTION TOP PLATE FRAMING TO I..y
1 O DECK / GIRDER & RAILING DETAIL NTS 11 SIMPSON ABU INSTALLED IN ACCORDANCE ACCOMMADATE PIPING NOTE; 8d COMMON NAILS ARE
1 2 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 13 14 15 2-1/2" LONG
FOOTING SIZE PER TABLE R507.3.1 FOR DECKS
1-1/4"x 20 gage G-185 1-1/4" x 20 gage G-185
SEE TABLE Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap
507.9.1.3(1) STAGGERED with (5)-8d common nails with (5)-8d common nails CA
507.9.1.3(2) _z FASTENERS at each stud at each stud p�
TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER --+
the plywood OR directly to Strap may be attached OVER �„� o
@ @ QO O 5.511 MIN FOR 2X8' Studs. Studsthe . OR directly to M" o
5"MAX 6.5"MIN FOR 2X10 [�
STUD BORED HOLE MAX. STUD O O O O 7.5 MIN FOR 2X12 04
�; cd
BORED HOLE MAX. DIAMETER 60% h�1r/M.
DIAMETER 40% (PERCENT)OF STUD I M
M O
(PERCENT)OF o DEPTH o 3-16d @ 16" oc Along W "zs t
STUD DEPTH I ! •; b moo 2"MIN „ ; .. C:)
fl
5l8"MIN. 5/6"MIN. 518"MIN /8"MIN. LAG SCREW OR THRU-BOLT .,+ Braced Wall Panel � r�
TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ _ • ,•• ° ° 2 w .... N .0
=III=III = L. FIGURE R602.10.8(1)
NOTCH MUST NOT O M
NOTCH MUST NOT I I—III=1 I • ••• N
EXCEED 25% DI
0 EXCEED 40% o
(PERCENT
OF(PERCENT)OF 0 STUD DEPTH =1�M�' L• A!n•.p.�i
.STUD DEPTH /
PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD t tit T
a� � Cad
C r'�t 4� 1' °f7
BORED LOLETED,IN STRAPPING q
PER FIGURE R507.9.1.3(1) to • �� ; ;
IF HOLE IS BETWEEN NOT BE LOCATED IN
40%(PERCENT)AND
BORED HOLES SHALL THE SAME CROSS
6 (PERCENT)
NOT BE LOCATED IN 0% OF SECTION OF THE CUTApplies • , • • ..• l' '
THE SAME CROSS STUD DEPTH THEN to Gara e Wall and �.
OR NOTCH IN STUD • « g ° '
STUD Musr BE DOUBLE *DISTANCE CAN BE REDUCED TO 4.5 =III=III -�; _
SECTION OF THE CUT NO MORE THAN TWOSlab on Grade Construction ►=iirII
IF LAG SCREWS ARE USED OR BOLT =�i1 i3 E
OR NOTCH IN STUD SUCCESSIVE STUDS
ARE DOUBLED SPACING IS REDUCED TO THAT OF
AND SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS
TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD ORS+
FIGURE R602.6(1) WASHERS NOT PERMITTED)
RAFTER FACE TYPICALQ�
FIGURE R602.6(2) FOUNDATION-SILL-STUD
NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY
16 BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR 17 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20
WALLS AND BEARING WALLS NON-BEARING WALLS OR MANUFACTURED FROM 0185 OR Z450 GALVANIZED STEEL.
R-50 Cover Box pushes
up and out of the
ATTIC
MANUFACTURED
ON LIGHT ENCLOSURE thin profile structural way for access
CEIING FRAMING sheathingas draftsto CONTINUOUS BEAD Insulation darns
p OF SEALANT
behind tub Tub
prevent loose-fill
Typical SUBFLOOR GLUED,CAULKED Air Se I insulation from
exterior OR GASKETED TO RIM failing through
Continuous wall JOIST/RIM CLOSURE Gasket g
of Sealant or SEALANT access
adhesive
-A SILL PLATE INSTALLED Weatherstripping
EXPANDING FOAM SEALANT Adhesi Sealant OVER GASKER SILL pp g OPaneSeal stairs
CONTINUOUS BEAD OF SEALANT SEALANT `Pull-down frame gap
RECESSED LIGHTING FIXTURE with caulk
DRYWALL CEILING Sealant staircase
or foam
AIR SEALING AT PREMANUFACTURED
RECESSED LIGHTING FIXTURE PULL-DOWN STAIRCASE
DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING -. . . N
EXTERIOR WALL OF BATHTUB AIR BARRIER AT FOUNDATION DETAIL -
TO BAND JOISTSf
Baltic Door Energy Conservation Products �
25x54 Attic Pull Down Stair Ladder Cover, _ 1 z qp
R-50 1nsulationR-50AtticStairCover Z z
O o
ENERGY NOTES
Eave baffle installed s rn
1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed. Q
g g y adjacent to soffit and eave . .
Joints and seams shall comply with Section M 1601.4.1.
2020 Energy Conservation Construction Code of New York State. P Y -
vents. Baffle shall extend over yam•
Table R402.4.1.1-Air barrier and insulation installation. approval b a third part HERS Rater usingthe Manual "J" "S"&"D"submitted at CO. - - "
The authority having jurisdiction shall be permitted to determine an Y Y( )
energythe top of the attic insulation h •
ram to exceed the energy efficiency required by this code.
efficiency program 9b. R403.3.3: (Mandatory) Duct testing-Ducts shall be pressure tested to determine as per chapter 11 TYR ROOF CONST. : ' r + z Q V
TABLE R402.4.1.1 air leakage b an a W
All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy g y approved third parry(HERS Rater)using the (R402.2.3) W W --�
AIR BARRIER AND INSULATION INSTALLATION manual "J"&Manuals"S"&"D" submitted at CO. C) ""-
efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. Z x CJ W/ INSULATION I z Q
COMPONENT A.IR BARRIER CRITERIAa INSULATION CRITERIAa T Fascia/ AS PER DRAWINGS W
2. R401.3. A permanent certificate Mandato shall be completed b the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. YP
General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Y Soffit see OR HERS RATER t ! I Z 0
requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Const. Dwgs Q W W V
Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or<55F degrees shall be insulated with R-3 Minimum, W O
p
continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT i j x z U) M
11. (R403.3.5)Building Cavities(Mandatory) >" O U) O
Breaks or joints in the air barrier shall be Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall r
sealed. 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of g g P
sections N1102.2 through N1102.2.13 See Const. Dwgs I-Q- lam-
12. N1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) J �
Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The &,
Heated water circulations stems shall be in accordance with Section N1103.5.1.1. Q LO
installation density of the insulation shall be at the manufacturers'product 5. Installation-the components of the building thermal envelope shall be installed in Y t ID O
recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. - • a
_ . «
each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual J , S &"ID". Manual controls shall be readily accessible. pumps x I
• �� �� �� �� Automatic controls,temperature sensors and um s shall be accessible. �
maintain an even density for the entire cavity.Batt insulation shall be
installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4
through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE - -- --
the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of E o
exists,the batt product will be cut to fit the remaining depth of the Section M 1505 or with other approved o o `° "
cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an pp oved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE °
exhausts shall have automatic or gravity dampers that close when the ventilations stem ° 2 E
shall be laced to fill an surface or concealed voids,and at the air leakage rate not to exceed three air changes per hour. A written report of the 9 Y P Y s E `o a--
test
-t
p Y is not operating. w w E L y 2•o °6
the test results shall be signed by the party conducting the test. P 9
manufacturers'specified density.Where faced batt is used, e o�� '.If "
Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM
installation tabs must be stapled to the face of the stud. There shall be N1103.6.1 (R403.6.1)Whole-house mechanical ventilation system fan efficacy '"c _. .r T -+ a` 00 v n g m o
no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE IN r.-,-,t "a _
Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements -�_ - 'r _ ° - y
7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside P Y q „ ,, �,•o° - ° °w w o
stapling installation tabs. combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception:Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH t y = ti 2 y >.0 = a- o
equipment is used to provide whole-house mechanical ventilation, a air handler shall be Wood Blocking HERS REPORT " c. ° " _ ° `° C,F ° = 3
Insulation that upon installation readily conforms to available space according to UL 127. P the 9 ,-"' .�'w ! � °3 L = _ 3 8 m
shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam C f o o g v ° m;
densityrecommendation. 8. R403• Systems: N1103.1.1 Mandato programmable thermostats shall be TYP. ROOF CONST. " ° °
` I � mo,a - a�. u, 0,
14. N 1103.7 R403.7 E ,,
provided for each separate heating and cooling system.Temporarily operate ( ) Equipment sizing and efficiency rating (Mandatory) L a� o CrL €
Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the Heating and cooling equipment shall be sized in accordance with Roof underlayment 2 X CJ W/ INSULATION 1 ` - `o =w-0 ° C°
the system from 55 F to 85 F. preprogrammed thermostats be manufacturer g gsealed to drip edg ' r °
ceiling/soffit shall be aligned with the air barrier. ACCA Manual S based on building loads calculated in accordance with ACCA °
gt' shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS 2' `� z y
insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. ';:;; y = < N C o w °
OR HERS RATER Branr.n ime tati?-ors aniljn r.'s m a n.E m o
sealed. 9. R403.3: Ducts-Supply and return ducts in attics shall be insulated to an R-value New or replacement heating and cooling equipment shall have an efficiency C pC
' U y N iT H@ E O..0 O d
of not less than R-8 for ducts 3 inches in diameter and larger and not less rating equal to or greater than the minimum required by federal law for the Typ Fascia/ % R I '�
Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at g l�
wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. than R-6 for ducts smaller than 3 inches in diameter. Supply and return ducts geographic location where the equipment is installed. Soffit see -/ SEALANT - -
shall be sealed. in other portions of the building shall be insulated to not less than R-6 for ducts 3 inches Const. Dwgs
in diameter and to not less than R-4.2 for ducts smaller than 3 inches in diameter. 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented
Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall Twig sr5 points, e" I z v,
c trtp;•r�ts)rntrtpl•Sarnla°rtr,,tr•sta i _
late shall be sealed. The unction of the b completely filling the cavi with a material having a thermal contain only high-efficacy lams i'''"1°�'
p j Y p Y g cavity g Y g Y p ``
top plate and top of exterior walls shall be resistance of R-3 per inch minimum, Typ. Exterior wall 1
sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs a , 2) W
installed in substantial contact and continuous alignment with the air -
barrier.
W
Windows,skylights The space between window/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE 0
and doors and framing and skylights and framing
shall be sealed. WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS Q
Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated.
Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain
above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor LOCAL EXHAUST RATES TABLE M1505.4. TABLE M1505.4.3(2)
cantilevered floors) framing cavity insulation shall be permitted to be in contact with the INTERMITTENT WHOLE-HOUSE MECHANICAL VENTILATION RATE FACTORSa,b
topside of sheathing or continuous insulation installed on the AREA TO BE EXHAUSTED EXHAUST RATES
underside of floor framing and extend from the bottom to the top of all RUN-TIME PERCENTAGE IN EACH 4-HOUR APPROVED WINDOW
perimeter floor framing members. SEGMENT 25% 33% 50% 66% 75% 100% OPENING LIMITING
KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS DEVICE -
Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be C0 p
shall be covered with a Class 1,black permanently attached to the crawlspace walls. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM Factora 4 3 2 1.5 1.3 1.0 N W
F-
vapor retarder with overlapping joints 0
taped. INTERMITTENT OR 20 CFM CONTINUOUS a.For ventilation system run time values between those given,the factors are permitted to be _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ cl Z
Shafts,penetrations Duct shafts,utility penetrations,and flue determined by interpolation. 1 WINDOW Q
shafts opening to exterior or I W
W �
unconditioned space shall be scaled. b.Extrapolation beyond the table is prohibited. 24" M U) J
P Y P APPROVED WINDOW
(36"IN IBC UNITS) 4"SPHERE CANNOT
PASS THROUGH FALL PREVENTION U W Q
DEVICE CONFORM TO � � �
Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHT ABOVE
the correct density without any voids or gaps or R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE FINISHED FLOOR
compression,or narrow cavities shall be filled by FINISHED GRADE
insulation that on installation readily conforms to the TABLE M1505.4.3(1) TOP OF THE WINDOW SILL SHALL FINISHED FLOOR
available cavity space. CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE BEA MINIMUM OF 24"ABOVE THE FINISHED
FLOOR AND GREATER THAN 72"ABOVE THE FINISHED
Garage separation Air sealing shall be provided between the garage and REQUIREMENTS GRADE OR OTHER SURFACES BELOW ON THE
conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r�►
NUMBER OF BEDROOMS COMPLY AS FOLLOWS:
Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal DWELLING UNIT
envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. FLOOR AREA 0-1 2-3 4-5 6-7 >7 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW T
A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: h+�
Plumbingand Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH
y g (square feet)
wiring plumbing in exterior walls.There shall be no voids or Airflow In CFM 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION
gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO tom.
installation readily conforms to available space shall < 1,500 30 45 60 75 90 FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE
extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 �•/ r+
Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be 1,501 -3,000 45 60 75 90 105 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 _ 0
exterior wall showers and tubs shall separate them from the showers and insulated. w
tubs 3,001 -4,500 60 75 90 105 120 N1101.14 (R401.3) Certificate (Mandatory) 1 ¢ �^ ,..a
CZ
Electrical/phone The air barrier shall be installed behind electrical or4,501 -6,000 75 90 105 120 135
w M
box on exterior wall communication boxes or air sealed boxes shall.be installed. ENERGY COMPLIANCE STATEMENT: A permanent certificate shall be completed by the builder or other approved party and posted on a wall w o
TO THE BEST OF MY KNOWLEDGE BELIEF AND PROFESSIONAL in the space where the furnace is located, a utility room or an approved location inside the building, pQ r o
HVAC register HVAC register boots that penetrate building thermal 6,001 -7,500 90 105 120 135 150 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility Q x 'v
boots envelope shall be sealed to the subfloor or drywall. JUDGEMENT, THESE PLANS AND OR SPECIFICATIONS ARE IN p y of the Circuit
>7,500 105 120 135 150 165 COMPLIANCE WITH THE 2018 I.E.E.C. & 2020 N.Y.S.E.C.C. directory label, service disconnect label or other required labels. The certificate shall indicate the =_ 4:, �/ o M �
Concealed When required to be sealed,concealed fires sprinklers shall y :'-`._� �k �n
q p predominant R-values of insulation installed in or on ceilings roofs walls foundation components _n Ai,O
sprinklers only be sealed in a manner that is recommended by the For SI: 1 square foot=0.0929 m2, 1 cubic foot per minute=0.0004719 m3/s. ' L:
manufacturer.Caulking or other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; . :
U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results
be used to fill voids between fire sprinkler cover plates and 1; � 0
walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. �.�..
IC = insulation contact. Where there is more than one value for each component, the certificate shall indicate the value
covering the largest area. The certificate shall indicate the g
a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 9 g types and efficiencies of heating, �
cooling and service water heating equipment. Where a gas-fired unvented room heater, Of t,o
electric furnace, or baseboard electric heater is installed in the residence, the certificate shall
indicate "gas-fired unvented room heater," "electric furnace" or"baseboard electric heater,"
as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters,
electric furnaces and electric baseboard heaters.
V.
Section M1202 Existing Mechanical Systems
M1202.1 Additions,Alterations or Repairs - - - --- - -
1� 3=====___ _�________=====E�3==== _--====t��l
-
Additions, alterations, renovations or repairs to a mechanical system I\' 2-2x10 P.T.GIRDER "I 12"SQ OR 14"ROUND
shall conform to the requirements for a new mechanical system I ,DECK FOOTING PER TABLE
without requiring the existing mechanical system to comply with — _ _1st FL. _ METAL STRAPPING 23'-8" R507.3.1 FOR DECKS
all of the requirements of this code.Additions, alterations or repairsTOP OF FDN. DWG-2 FOR REFER TO SEE DETAIL ON DWG-2
shall not cause an existing mechanical system to become unsafe, - — - — -- DETAILS I 0 I
hazardous or overloaded. Minor additions, alterations or repairs to
existing mechanical systems shall meet the provisions for new construction,
unless such work is done in the same manner and arrangement as was in #4 REBAR 12"FROM TOP N ( I
the existing system, is not hazardous, and is approved. o
I Y I Cfl
. . N
M1202.2 Existing Installations Qo LO
00 #4 REBAR AT MIDSPAN ( x I DECK LATERAL HOLDOWNS O >_ CD
Except as otherwise provided for in this code, a provision in this code I N 24,_8":t SIMPSON DTT2Z w/(8) F— Z 00
,d.
shall not require the removal, alteration or abandonment of, 1/4"X 1-1/2"SDS SCREWS I I WITHIN 24"OF EACH END Z z
nor prevent the continued use and maintenance of, SEE DETAILS ON DWG-2 O O
an existing mechanical system lawfully in existence 2X10 DECK LEDGER
at the time of the adoption of this code. TOP OF FT I -_-_--_SEEDET._ONDWG2_----- -------------------------------------
- r
M1202.3 Maintenance 2-#4 REBARS CONT. .----------------------------------------------------------ZIZ
1 2
Mechanical systems, both existing and new, and parts O ~ 0
thereof shall be maintained in proper operating condition LADDER&STEPS R310.2.3,1 ;
TYR FDN REBAR SECTION 1 ANCHOR BOLT. Q
in accordance with the original design and in a safe and sanitary condition. WINDOW WELLS WITH A VERTICAL ' RETRO-FIT 1/2"DIAMETER X12" MECHANICAL ' Uj U L J ...I
Devices or safeguards that are required by this code shall be maintained DEPTH GREATER THAN 44 INCHES SCALE: 1/2" = T-I]11 +�
■ , , ANCHOR ROD SIMPSON STRONG-BOLT OR EQUAL
SHALL BE EQUIPPED WITH PERMANENTLY ' ' DRILLED INTO EXISTING CONCRETE WALL AND ' ' Q
in compliance with the code edition under which such devices and AFFIXED LADDER OR STEPS USABLE O0 Q W 2
, , SECURED WITH ANCHORING ADHESIVE. , ,
safeguards were installed.The owner or the owner's designated WITH THE WINDOW IN THE FULL OPEN ' ' 1
agent shall be responsible for maintenance of the mechanical systems. POSITION. RUNGS SHALL HAVE AN MAXIMUM SPACING:@ H O.C. Q
INSIDE WIDTH OF AT LEAST 12 INCHES ' ' EMBEDMENT OF 7"WITH NUT&3"WASHER.
To determine compliance with this provision, the building official shall ; ; 2 BOLTS PER PLATE AND HOLD AT LEAST 0
SHALL PROJECT AT LEAST 3 INCHES
have the authority to require a mechanical system to be reinspected. 1 , ONE BOLT-12"MAX AND 3-1/2"MIN OFF , 1
FROM THE WALL AND SHALL BE SPACED ; ; ENDS OF PLATES. ; ; W CD
NOT MORE THAN 18 INCHES ON-CENTER B , 1 , ,
VERTICALLY FOR THE FULL HEIGHT OF B O01
THE WINDOW WELL. 9 , 1 , , 9 O
TYP EXT.WALL
BARS,GRILLES,COVERS R310.4 60'-0"± ; ; b (-
BARS,GRILLES,GRATES OR SIMILAR ; ; ; "' J
DEVICES ARE PERMITTED TO BE PLACED 16'-11'/"± 16'-6"± ' ' 26'-6%"± ' ' Q < L
TYR FLOOR CONST. OVER EMERGENCY ESCAPE AND RESCUE CID O
�( OPENINGS PROVIDED AS FOLLOWS:NET 1 1 , ,
(� CLEAR OPENING SIZE COMPLYING
WITH R310.1.1 TO R310.2.3 AND SHALL
(2)2x6 P.T.SILL PLATE W/MIN. BE RELEASABLE OR REMOVABLE A ; ; EXISTING
FROM THE INSIDE WITHOUT THE USE TYPICAL NEW SLAB ON GRADE
TYPICAL ANCHOR BOLT -R403.1.6 OF AKEY,TOOL,SPECIAL KNOWLEDGE 9 INTERIOR FOOTING/COL a
MAXIMUM SPACING:1/2"@ 72"O.C. OR FORCE GREATER THAN THAT REQUIRED NEW STRAPPING AT 24"x 24"x 12"THICK ; ; ; ; o E'y
EMBEDMENT OF 7"WITH NUT&WASHER. „ FOR THE NORMAL OPERATION OF THE CAST-IN-PLACE CONCRETE ° o rn
In
2 BOLTS PER PLATE AND HOLD AT LEAST ESCAPE AND RESCUE OPENING. EXISTING BOX ' ' ' ' m « o E
ONE BOLT-12"MAX AND 3-1/2"MIN OFF _ CONST.TYR WERE FOOTING&4"DIA STEEL ; ; ' 4'-10"± y rn m °i o n o
ENDS OF PLATES, NEW ROOF FRAMING , , , £,5 o,€ T
COLUMN , 1 1 1 9-4: ,N w v o w
SHIELD&SILL SEALER TYR ONDWG2 ' ----------------- --------- m o
OCCURS-SEE DETAIL ------
-------
TYR CONC. FOUNDATI o , . -- ---------■++ ----------
--------------------
N -------------------------------------------------- ; 1 I r ------------------------------------------------------------- ------------- C'V N tlf �L C O t0� su Yg O
1 1 I I r 1 0=N 3 Z
ANCHORBOLT DETAIL •-------------------------------------- ---------- -- -- ' POINT LOAD : ---------------------------------------- - ---- --- -- -, . ------------ yw�w
1 1 ABOVE 1 1 1 1 M N C N ,n p•.'� C
SCALE: 1/2"= 1'-0" WINDOW WELL R310.2.3 ' ' r _ _ w 2,00
- 3 o E
HORIZONTAL AREA SHALL BE EXISTING , 1 , / a c 45 o o o
1 / 1 , 1 , c a a w c m w 2 m
rn CONCRETE STAIR - , , , , m o a' m
MIN 9'-0"SQ FT.WITH A , , O
HORIZONTAL DIMENSION ; v U 0 0 v 6'-10'/z"± UP TO GARAGE ------ ---- ---- o,-•y ` o 0 v ,n
1 , c� a [2m t= E � yon
OF MIN 3'0"TO ALLOW FOR 1 I x t9 �- I F- ' - ' m» z c ¢ c 0 0 a, o
In E.- -
= W50� cn cn , 1 1 m c o E 0 da o
I co — SMOKE , --------------- , 1 L o cv o s c al
EMERGENCY ESCAPE AND , , o C9 f-O 0 (.D O o U O o , , , , F- v m a E- c E a o n
RESCUE. LADDER SHALL BE , 1 z z w z o z o O ALARM
PREMITTEDTO ENCROACH X co
NOT MORE THAN 6"INTO i Z can ¢_ xO EXISTING O' >< 00 ; ;
I z¢ n� W r w CO ALARM
Were the distance is DEPTH.REQUIRED WINDOW WELL 1 -v X UNFINISHED 401 � 13'-4"±
between 9-1/4"to 15-1/4" N BASEMENT
1
,/provide blocking @
braced wall panels "± " " '
" , 7'-6'± 7-6 7'-6'± 7.6± 7'-6"± 7 2±
-- - -- - - --, 1
+I _ __ EXISTING 6X8 GIRDER __ ' ,
O
1 1 I I I I I I Q -- I I I ' , Exlstina +,
1 J__________________L__F L_____________ I_____--_-______-_-____-1__ __ I______I________________1__ ---- -----------------
T
_1-________-________ 1 1 I ■
1 1 I V ' I O ' _________' `� I ___________I O I I I ' 1
____ �__ 1- Car Garaae -
ctr �------------------r---- r--------- I------,------- r-----r---- I------I----------------T-- T----------------- 1 1 I o0
CD
SIMPSON H2A N C 1 r I I I I 1 1 *'
Solid blocking between at each Rafter. With NEW PROPANE
rafters attached to top (5)8d x 1-1/2 nails in Rafter HOT WATER N
plate with 8d nails @ 6"o.c. (2)8d x 1-1/2"nails in plate BOILER SYSTEM
along lenght of braced wall (5) 8d x 1-1/2"nails in Stud '
MAINTAIN REQUIRED SEPARATION ;
panel. DISTANCE FROM ALL HEAT
PRODUCING EQUIPMENT TO ; ; All Mechanical Equipment and F-
BRACED COMBUSTIBLE MATERIAL AS PER ; Appliances having an ignition �' O p 0I 00
PANEL MANUFACTURER'S SPECIFICATIONS source shall be elevated z o O, z � o
0 AND LATEST MECHANICAL CODE. ; ; a minimum of 18 inches above r p of O
the floor.In accordance with XO " x OJ
1-1/4" Metal VENTING OF EQUIPMENT Part V,Mechanical. '''} U_ `"' W U_ '
Coil Strap 20 Gage INSTALL IN COMPLIANCE ; ; Section M1307.3 N ° ------ N
LLI
(5) 8d common nail W/PART V MECHANICAL ; ; I ; ; O
in EACH END at
NEW 36"X 84" N O
EACH Stud. 0 ; ; OPENING I TYR ; ; ; ; M Z
1i 8d@6" ocAlong 1 - -- - ------------------------- ----------------------------------- - DOWEL --- -------------------------------------------- N
TYR , I i i 13'-4"±
Braced Wall Panel DOWEL - -- ---- - ; W Q
BRACED W
ALL FIGURE R602.10.8(1) -------------- ------------------------------- ------ ---- ----------------------------------------------- OWEL TYRp
. ----���-------- - -- - 1 I >
PANEL ' - I 1 " 1 -------------------------------------
TYPICALFOUNDATION : ; ° ; EXTERIOR PATIO SLAB ; ° ; OU L W
DOWEL PIN , , 0 1 r , ,
3-16d @ 16"oc Along g #5 STEEL DOWEL BETWEEN NEW ; a ; NEW UNFIN. BASEMENT ; 6"4000 PSI CAST-IN-PLACE SLAB ,
V) AND EXISTING FOUNDATIONS. PINS ' ' 4" CAST-IN-PLACE CONCRETE �o ■ W!6X6 w1.4/w1.4 WELDED WIRE MESH ' •---- -----------------------------------
Braced Wall Panel z , I z O _ ON GRANULAR COMPACTED FILL,
W ARE TO BE SPACED MAXIMUM 12"OC , , SLAB INSTALLED IN _j in ' ° ' ii> PITCH SLAB AWAY TO DRAIN ' '
FIGURE R602.10.8(1) io X VERTICAL AND TWO IN FOOTING ' ' ACCORDANCE WITH CODE U_ ' ' ' '
" WITH A MINIMUM 8"EMBEDMENT SECTION R506 24'-10"± ' ' 19'-2"± +I
1-1/4 Metal GROUT SOLID WITH NON-SHRINK ,
Z HIGH STRENGTH GROUT.
CoilStrap 20 Gage i �" ----------------------------------------------------------------------- $1----- ----------------------------------------------- e"
(5) 8d common nailsv
va
in EACH END at --- --------------------------------------------------------------- -------- -----------------------------------------------------------• V
-€c
EACH Stud. M�
1♦i
TYPICAL ANCHOR BOLT -R403.1.6
MAXIMUM SPACING: 1/2"@ 72"O.C.
EMBEDMENT OF 7"WITH NUT&WASHER. W
BRACED WALL PANEL CONNECTION - FIGURE R602.10.8(1) 2 BOLTS PER PLATE AND HOLD AT LEAST
ONE BOLT-12"MAX AND 3-1/2"MIN OFF a
CONTINUOUS LOAD PATH STRAPPING - SECTION R301.2.1 ENDS OF PLATES. A D
9 10 W CIO
U > o
Z .�
26'-2"± 19'-10"± E'L'I H QI ;.: C)
NEW EXTENSION NEW PORCH EXTENSION Q� M
46'-0"± NEW EXTENSION 14'-0"±
TYPICAL NEW FOUNDATION �,.,� bn 00 .°
8'-0" HIGH - MATCH EXISTING 60'-0"± EXISTING O x CN
IN ACCORDANCE WITH CHAPTER 4 o �, ct
TABLE 8 :R404.1.2
( FOUNDATION PLAN GENERAL EXISTING CONDITIONS NOTE: � D ASL+
8" CAST-IN-PLACE WALL WITH .�� h►�
SCALE: 1/4" = 11-011 ALL EXISTING DIMENSIONS AND CONSTRUCTION r Q►� J H/G T
HORIZONTAL REBAR PER TABLE FOUNDATION WALL KEY �'i
WERE TAKEN FROM;SURVEY,ORIGINAL PLANS,
R404.1.2(1) - SEE DWG-1 NOTE #6. AND FIELD MEASUREMENTS.
ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, ALL WORK SHALL CONFORM TO; ALL MEASUREMENTS SHALL BE VERIFIED BY ,
EXISTING FDN WALLS CONTRACTOR PRIOR TO RENOVATION,ORDERING
2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE MATERIALS AND START OF CONSTRUCTION.CONTRACTOR : .
SHIELD, EXTERIOR DAMP-PROOFING, ALL NEW FDN WALLS 2020 NYS RESIDENTIAL CODE IS RESPONSIBLE FOR FIELD FIT AND FIELD ADJUSTMENTS.
ARCHITECT DID NOT MEASURE INACCESSIBLE AND
FOUNDATION FOOTINGS TO EXTEND TO APPENDIX J CLOSED AREAS WHICH REQUIRE THE CONTRACTOR TO OPEN
VIRGIN SOIL & BE FULL HEIGHT OR STEP _ _ _ _ _ I FDN WALLS TO BE REMOVED SECTION AJ301.4 -ALTERATIONS - LEVEL 1 INACCESSIBLE AREAS AND VERIFY CONSTRUCTION AND NOTIFY �oF
SECTION AJ301.5 -ALTERATIONS - LEVEL 2 ARCHITECT OF CONDITIONS.
FOOTINGS IV TO 2H OWNER TO NOTIFY ARCHITECT OF ANY DISCREPANCIES OF
SECTION AJ401 - REPAIRS EXISTING CONDITIONS PRIOR TO THE START OF CONSTRUCTION.
60'-0't
16'-11'/"t 13'-6'/z"t 24'-8"1 4'-10"t
23'-8"±
owa------------ -------------- -------------
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LO
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ao
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T — — — — — — — — — — — — — — — — — — — — — — — LU W W J
LU
A2= FWG698@'_
Q
ol`r Q W G
TYPICAL I 2-2x12 ` �'•�,+� . '-2x12 I TYPICAL Z
I
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HDUS HDUS
m HOLDOWN ( ( I I HOEDOWN io O LLJEnQ cn
Z z I� U)
o f I o O (n o
QQ _Q
I r
I ¢ IC I U) ¢ I ~ JU =
Q
I IU I �I I Z Q U) LO
B I
24'-8"± I B z Q _ 00 W
4 9 I I I I I 9 +I z
m ¢ T I T q f�
1 I LIVING ROOM m I N Cr E Q
VAULT CLG I z a°i o E
I TO 12'-0" rn m�, °i" o a a�
I I f02nvo�
A I I JI I I accza
• O 8 a, D1 2
v = 2X10 RAFTERS 17a 16"oc r , 2x10 RAFTERS0 16"oc" c o o o
9 I ¢ N 12x10 CEILING JOISTS @ 16"oc x 2x10 CEILING JOISTS @ 16"oc N ¢ a'� o Y m w
2x10 RR @ 16"OC M • I I I N m
FUR OUT 2x4 COLLAR TIES 48"oc v 2x4 COLLAR TIES 48"oc `' 55 v_, 2 2 `o io. a`" o
2X4 CJ @ 16"OC @ M @ d t rn O 3 L 2'E�'3 c 3
NOTE:GLAZING HAZARDOUS LOCATION:R308.4 3'-6" — — — — — WALL FOR — — —i i v I I \ y C o.� B--L `_
PLUMBING r oo � 0 ° a�mmaL
INCLUDING BUT LIMITED TO THE FOLLOWING: C145 4046 I �4 t z `�- to y a� °
LO ano =
SAFETY GLAZING(TEMP GLASS)IS REQUIRED ___, I 2X4 WALL d¢ a r m c n
AT GLAZING IN A BUILDING WALL ENCLOSING Q 2-2x10 • 10 I R-21 HD I 1 2 zLn c ca 4 N c a� $ o
BATHTUBS AND SHOWERS WHERE THE P4050 CW15 EGRESS "' q�6 10'-0" ' ' (3)1-3/4"X18"LVL W/2-5/8"X 17.5"STEEL PLTS FLUSH SPRAY FOAM 'n m c
BOTTOM EDGE OFTHE GLAZING ISLESS --- ----- _ ___-___ =N ___ _____________ ___________________________I-== 3'- FL- 0 y o iT t=- E 2 o 0
HEN
THAN 60INCHES ABOVE ASTANDING =-= '=-=- '--" - '-' —"--'-=-===-=====-=======-- ----cc----__c---
SURFACE AND DRAIN INLET. 3-2x10
G
WET SURFACES:R308.4.5 16'-4"t V-2" ' • 22'-4"t h
GLAZING IN WALLS,ENCLOSURES CONTAINING 10
KIS
WHIRLPOOL,BATH TUBS,SHOWERS, �Q
SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM FAN 10'-0"CLG HT BREAKFAST NOOK
EDGE OF THE GLASS IS LESS THAN 60" ® 1 10'-0"CLG HT
MEASURED VERTICALLY ABOVE ANY STANDING OR o EXISTING STAIR TO BASEMENT
WALKING SURFACE SHALL BE CLASSIFIED AS +� EXISTI G '
PER TABLE R308.3.1(1)AND R308.3.1(2) N 1 I —1
BEDROOM#1 IT T M
10'-0"CLG H7 R-21 HD
EXCEPTION:GLAZING THAT IS MORE THEN 60" VENT CLOTHES DRYER 2 SPRAY FOAM
MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, IN ACCORDANCE WITH
FROM THE WATERS EDGE CHAPTER 15-CLOTHES
DRYERS EXHAUST. 5'-5/" `° EXISTING GARAGE
SAFETY GLAZING IS REQUIRED ADJACENT TO
STAIRWAYS,LANDINGS, AND RAMPS WITHIN
36 INCHES HORIZONTALLY OF WALKING SURFACE O Q c _g,/2" SEPARATION IN
DWELLING GARAGE
OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM
TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN [� 2'-6" N PANTRY P14 o TABLE R302.6
+I X ACCORDANCE WITH
+1
EXPOSED SURFACE OF GLASS IS LESS THAN c Z ur N SEE DWG-1 FOR TABLE 'Q
1= 4'0"
X , 510" 2'-0" I ch COMMON WITH LIVING
En
60 INCHES ABOVE THE NOSE OF THE TREAD N 4 N C +i z
OR WALKING SURFACE. w 9 N 6'-10%"t O � c S ( TOP TOLVL P OF � N AREA. 9
N X
ivN LVL P PROVIDE:HEAT w
* o " co ro ' DETECTOR PER R314.2.1
R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed o °
c iv "j (2)1-3/4"x 14"LVL FLUSH -� M
draft openings (both vertical and horizontal) and to form an effective fire barrier M 2'-6" _ _ _ _ -, � N W
between stories, and between a top story and the roof space. Fireblocking shall 4'-0' — — — -� � CONVERT EXISTING
' FAN BEDRM #3 INTO N Q
be provided in wood-frame construction in the following locations. o ® IIx BATHROOMS DINING ch Z
o '
_11t &STAIRWELL 10'-0"CLG HT CV
1. In concealed spaces of stud walls and partitions, including furred spaces and o � 6 Q
parallel rows of studs or staggered studs;as follows:
W W
------ O Cl)
c I 19'-4"t 13'9"t W Q
1.1.Vertically at the ceiling and floor levels. ti BEDROOM#2 U
i� 10'-0"CLG HT 12 ; o o n re n , FOYER
1.2. Horizontally at intervals not exceeding 10 feet. ~ re O
CL
_ I 10'-0"CLG HT
2.At all interconnections between concealed vertical and horizontal ro 5-1/2 x 14"LVL FLUSH 3-2x10
(3)1-3/4"x11-7/8"LVL
spaces such as occur at soffits, drop ceilings and cove ceilings. a " 5--- x 1 ' e FLUSH
--- -------------------------------------------------- .- ---- -- — 3,-0„
3. In concealed spaces between stair stringers at the top and bottom of the run. �;�+° FAN - — } CXW16-3 e H
Enclosed spaces under stairs shall comply with Section R302.7 ® 2-2x12
r h�
•n N v
R312.2 WINDOW FALL PROTECTION NOTE: LD Z M r
4.At openings around vents, pipes, ducts, cables and wires at ceiling and U c NEW 96"X 96"GLASS&METAL FRAME H
PP passage TOP OF THE WINDOW SILL SHALL Z CONCRETE PORCH
floor level, with an approved material to resist the free assa a of flame Lu � ,------ O.H.GARAGE DOOR
and products of combustion. BE A MINIMUM OF 24"ABOVE THE FINISHED w
FLOOR AND GREATER THAN 72"ABOVE THE 3 11'-1o"t 5'-8" T-0-
5. For the Fireblocking of chimneys and fireplaces, see Section R1003.19 FINISHED GRADE OR OTHER SURFACES z 3-2xi0
BELOW ON THE EXTERIOR SIDE OF THE 2-2x1 2-2x10 3-2x10
--- ----
6. Fireblocking of cornices of two-family dwelling is required at the line of BUILDING. SHALL COMPLY AS FOLLOWS: --------------- -----------------------------------
-�
dwelling unit separation. P4o5o CW15 EGRESS CW13 P4060 TEMP GL
R312.2.2 WINDOW OPENING CONTROL DEVICES: LVL TOX6 POST
SIT N � o
7. Fireblocking material:two inch nominal lumber, bats or blankets of mineralWINDOW OPENING CONTROL DEVICE SHALL POSTS IN WALL WRAP IN
wood or glass fiber installed securely in place or 1/2"gypsum board. COMPLY WITH ASTM F 2000.THE OPENING 3,6" SIDING MATRLct
H .�
DEVICE AFTER OPERATION TO RELEASE THE Q+/ vn
DEVICE SHALL ALLOW THE WINDOW TO
[NY]915.3.3 Residential Buildings and Commercial Buildings FULLY OPEN TO MEET THE CLEAR OPENING oM' 0
With an Attached Motor Vehicle Related Occupancy A D "�
p y o AS REQUIRE TO MEET EGRESS R310.2.1 9 10 o
Carbon monoxide detection shall be installed In a central or otherwise approved
location in each occupiable space in a commercial building and within 10 feet ofct
the entrance to sleeping areas and sleeping units in residential buildings 26'-2"t 19'-6"t 14'-4"t "� REQ AFIG '� T 44
and commercial buildings that: WINDOWS, EXTERIOR FRENCH & SLIDING DRSjAx
Plans indicates ANDERSEN series 400 W/BLACK FRAME NEW EXTENSION H/'C,
1. Have a communicating opening with an attached motor vehicle related occupancy, 60'-0"t
2. Share one or more common walls with an attached motor vehicle related occupancy,or
accessories and interior finishes as selected by Owner. i� ds ��►'
with R609
d
I
ll b
h
d bshall e n accordance w
l Numbers umers anj o
3. Are located one story above or below a motor vehicle related occupancy. Mox ,
To be designed &installed as per manufacturers
KEYf; ' V
specification for 130 ultimate design wind speed ` '
10'-0" PLATE
and Table 301.2(2), 301.2(3) AREA SCHEDULE :e
EXISTING EXTERIOR&INTERIOR WALLS TO �, �{'•t
Provide HP LOW- E4 glass; U = .30, SHGC= .30 HEIGHT NAME AREA BE REPLACED WITH NEW WALLS PER PLANS
EGRESS: shall meet R 310 NOTE: I ST FLOOR PLAN F Tki =n
WINDOW FALL PROTECTION: shall meet R312.2 ALL FIRST FLOOR FIRST FLOOR AREA 1796 sq ft. 117 7 71 ADDITIONAL NEW 2x6 EXTERIOR WALLS
DOORS ARE 8'-0"HIGH SCALE: 1/4" = V-0" GARAGE AREA 360 sq ft.
[ _ _ _ _ ] WALLS TO BE REMOVED
Cfl
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SCALE: 1/4" = 1'-0" 714
18'-3" 7'-11" 19'9" W ►-�
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ALE: 1 4" = 1'-0"
SC / ALL SECOND FLOOR ;
DOORS ARE 6-8" HIGH
AREA SCHEDULE �� 0190) ®�
NAME AREA OF
SECOND FLOOR AREA 1047 sq ft.
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TOP OF PLATE N
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- — — — t — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - —TOP OF FOOTING z'c ¢` c�i a m o
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- - - _ _ _ _ _ TOP OF ROOF
GUTTERS&LEADERS
STANDING SEAM METAL ROOF: BLACK AS REQUIRED
7.5"FASCIA: BLACK WITH SMOOTH SOFFIT TYPICAL
TYPICAL
TOP OF PLATE
N �
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F U — _ — _ - — - TOP OF PLATE
FIX GL — — _ _ TOP OF PLATE
48"X72"
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ANDERSEN WINDOWS AND
SLIDING DOORS TiP OF LANDING p
400 SERIES CASEMENT N,
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— _ _ TOP OF FOUNDATION H ct
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FRONT ELEVATION I N..
I SCALE: 1 /4" = 1 ,-011 ���,�,
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—TOP OF FOOTING
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_ _ _ _ ° °� ° FL- ro E a�o a
TOP OF ROOF
STANDING SEAM METAL ROOF: BLACK STNDINI-;SEAAME ALR OF
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GUTTERS&LEADERS
AS REQUIRED
TYPICAL
SMOOTH T&G VERTICAL SIDING
TOP OF PLATE
M Q
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TOP OF PLATE
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I I REAR ELEVATION I fj -<�� G`
I I I SCALE: 1 /4" _ V-011 I ��' ^� ��p L �
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— — — — — — — — — — — — — — — — — — — — — — -- LI — — — — — — — — — — — — — IT — — — — — — — — — — — — — — — — — - - —TOP OF FOOTING -� '�
t 9050 p�
SOF hE`Nyoorld
R905.1.2 ICE BARRIERS;
SELF-ADHERED POLYMER MODIFIED
BITUMEN SHEET USED IN PLACE OF
NORMAL UNDERLAYMENT AND RIDGE BOARD
EXTEND FROM THE LOWEST EDGES OF R802.4.6 COLLAR TIES
IDGE BOARD ALL ROOF SURFACES TO A POINT NOT SHALL BE NAILED with 4.10d
LESS THAN 24 INCHES INSIDE THE BOX NAILS IN ACCORDANCE TYPICAL ROOF CONSTRUCTION
EXTERIOR WALL LINE OF THE BUILDING. WITH FASTENING SCHEDULE Metal StandingSem Roof
ON ROOFS WITH SLOPE EQUAL OR GREATER :•
R802.4.6 COLLAR TIES THAN 8/12,THE ICE BARRIER SHALL ALSO BE fasteners per manufacturers specification
t9, APPLIED NOT LESS THAN 36"MEASURED ALONG
�• ��� SHALL BE NAILED with 4-10d 12 1z and R905 OF THE NYS CODE.
THE ROOF SLOPE FROM THE EAVE EDGE OF THE 2x4 CT @ 48"oc
BOX NAILS IN ACCORDANCE BUILDING 8 ;•:i.' a RAFTER/CEILING JOIST HEEL Underlayment as per section R905.1.1 &
WITH FASTENING SCHEDULE JOINT CONNECTION installed per Table R905.1.1(1)
SHALL BE NAILED
�- TOGETHER IN ACCORDANCE Ice & Water barrier as per section R905.1.2
2x4 CT 48 oc UNINHABITABLE ATTIC Note: Double underla meat is required
12 @ 12 ATTIC RAFTERS WITH LIMITED STORAGE ry SEE DWG-1
FOR TABLE
8"OPEN CELL FOAM-R-30 \ WITH SIMPSON Ii EACH for Roof slopes between 2 n 1 an 4 n
UNINHABITABLE ATTIC 11 RAFTER TO STUD. P o 2 and o 12 N
WITHOUT STORAGE Framing As per plans with 1/2" exterior grade
ATTIC RAFTERS TOP OF PLATE
am structural I � o
8"OPEN CELL "•' .• — _ _ _ _ — _ — _ — Sp rated st ctu a plywood Sheathing,
RAFTER/CEILING JOIST HEEL FOAM -R-30
.' Nail to framing in accordance Fastener ~ z 00
d'
Schedules & Strapping per detail sheet(s).
JOINT CONNECTION rn RAFTER/CEILING z r'
SHALL BE NAILED JOIST CONNECTION 00
TOGETHER IN ACCORDANCE W/7-16d NAILS EACH END 2X8 LEDGER Flashing per R905.2.8 ►�
r
WITH TABLE 1i LAG SCREW TO Q �
(SEE DWG-1 FOR TABLE) STUDS @ 16"OC EXT WALL 2X6 TYPICAL SOFFIT CONSTRUCTION.
WITH SIMPSON H2AAT EACH .
�)T
O_P OF PLATE SIMPSON SKEWED „,, BEDROOM#3 3”CLOSED c „ >
HANGER 16 gable overhangs-typical
RAFTER TO STUD. RAFTER @EACH CELL FOAM -R-21 °° 12" rake overhangs - typical O ~ O
4.
Siding:Azek Closed Joint cladding with
Timbertech Tongue&Groove boards V 12 ENGINEERED 7.5" fascia &'7.5" rake boards. z Q V
3/8'x 1-1/2"@ 16"o.c.P.T.furring strips vertically ✓ FLOOR Trim in azek Or equal L1J W W _J
over weather resistant barrier. Attach P.T.2x4 4 "''` V
furring strips @ 116"o.c.horizontally thru the vertical �''' " JOISTS TOP OF SUBFLOOR smooth solid Azek Soffits z
furring strips and Into the 2x6 studs. 4 — - — - — - — ' — Q WLO
G
Installed per manuJf specs and NYS code. q — _ _ _ _ TOP OF PLATE_ TYPICAL EXTERIOR WALL z p O U
TimberTech Opera-Joint Cladding boards — 2x6 Doug-Fir Fir Wood Studs 16" OC. Q (/1 0
can be used as a casing around windows or doors. g- @
Using Closed-Joint Cladding boards will show TTIC RAFTERS Double top Plate and Single Sole Plate. W O
an exposed groove.
AMILY R OM 8"OPEN CELL FOAM R-30 1/2" exterior Grade - Span Rated z
EXT WALL 2X6 EXT WALL 2X6ry25
EXT WALL 2X6 Continuous Structural plywood Sheathing. _
3"CLOSED 3"CLOSED
p
oog' Q
c
CELL FOAM -R-21 CELL FOAM -R-21 3"CLOSED Fastened per Fastener schedule. F— IQ— Q
CELL FOAM -R-21 —
TOP OF SUBFLOOR C?
tyvec House Wrap or equal. ID J U)
a .• P a ,., . P — - — - — - —\ - — EXISTINGQ
•r ,• j. • ,• 1 .. ,• j. .r ,• j• •. ,• j. •. ,• j. •. GE V7
10, v O
TOP OF FOUNDATION _ _ ENLARGE O
' BEDRM # 1 Siding:Azek Closed Joint cladding with
�.� EXISTING SALB ON GRADE EXISTING Timbertech Tongue & Groove boards -VERTICAL Q
d d BEDRM # 2 3/8" x 1-1/2" @ 16" o.c. P.T. furringstrips vertically
ALL EXISTING FOOTINGS q p y
SHALL BE AMINIMUM OF •, '� M over weather resistant barrier. Attach P.T. 2X4
36"BELOW FINAL GRADE. BOT OF FOOTING furring strips @ 16" O.C. horizontally thru the vertical s
G.C.TO VERIFY ON SITE. — _ — _ — _ — _ _ _ r'. y
NOTIFY ARCHITECT OF SECTION
R f rrinDISCREPANCIES. — V TOP OF SUBFLOOR furring strips and into the 2x6 studs. 0 Q o `
TOP OF FOUNDATION installed per manuf specs and NYS code. wF 2 o r
- •— - — - — - — - — L 2 r.
w t
� O
U N C
�� TimberTech Open-Joint Cladding boards ° g
SCALE: 1/4" = 1 -0 ❑ can be used as a casing around windows or doors. M` a o _ m
XISTING FLOOR
a•6,.�•', $N y $ao $
CONSTRUCTION EXISTING EXTERIOR Using Closed-Joint Cladding boards will show o o o�
a U o fan exposed groove.
BASEMENT CEILING FOUNDATION CONST. m 2 •c o' c$m
' aB
woYro
c°o$
o
MIN.B"PC WALL ON c0. $3"
CLOSED CELL t_ — o s L
c 8"X16"PC FTG- o a 0 t `mFOAM-R-21 Continuous load path strapping installed in EXISTING MIN 36"BELOW GRADE
CID
UNFINISHED UNFINISHED accordance with drawings. Provide Fire t a o a.3 s
a.•,1 BASEMENT
Blocking in accordance C o�•�-�.� f0 t; C6.2
�CN wBASEMENT U � Ejwith R302.11 & R302.11.1 and e mO
y
Draftsto in per R302.12 & R302.12.1 m u' ° - ¢ N ` 0 ` °' a
TYP.BASEMENT SLAB EXISTING BASEMENT SLAB pp g p �, 0 a D m „ C ; 2 $w y
a: TOP OF FOOTING H $ of m 0' FL- m E 2L.-o iz
NEW FLOOR CONSTRUCTION
n
d Rated r
/4 PI oo S a u floo
L XISTING FOOTINGS
3 S b
ALE p
SHALL
R802 81 BRIDGING
• LL BE A MINIMUM OF Glued and Nailed in
ATTIC RAFTERS 8"OPEN CELL FOAM -R-30 3 FLOW FINAL GRADE. /�
SECTION A accordance with the fastener schedule.
G.C.TO VERIFY CSITE. — RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS Floor joists and Bridging as per Code.
NOTIFY ARCHITECT OF
II DISCREPANCIES. RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS
SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING,
SCALE: 1 /4" — 1 '-0" DIAGONAL BRIDGING(WOOD OR METAL) OR A CONTINUOUS TYPICAL FOUNDATION CONSTRUCTION
UNINHABITABLE ATTIC 1-INCH BY 3-INCH WOOD STRIP NAILED ACROSS THE
WITH LIMITED STORAGE RAFTERS OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET in accordance with chapter 4
3000 psi Air Entrained cast-in-place concrete
wall on cast-in-place Concrete Wall Footing per
TOP OF PLATE R403. refer to Foundation Plan for footing size &
— - — - — - — - - — - — thickness. Concrete Horizontal Reinforcement
2x8 LEDGER per Chapter 4. & gen note #6.
LAG SCREW TO
EXT WALL 2X6 STUDS @ 16"OC Damproofing per R406. 2x6 approved
3"CLOSED SIMPSON SKEWED RAFTER/CEILING JOIST HEEL treated Sill Plate (Match existing), Sill Seal
EXT WALL 2X6 CELL FOAM -R-21 HANGER @ EACH JOINT CONNECTION And Termite shielder Section R318.
3"CLOSED RAFTER SHALL BE NAILED p
CELL FOAM -R-21 TOGETHER IN ACCORDANCE Anchor bolts per Foundation Plan and R403.1.6
ca
BEDROOM#3 r` GAME/MEDIA ROOM WITH TABLE R802.5.2
(SEE DWG-1 FOR TABLE) INSULATION SCHEDULE
WITH SIMPSON H2AAT EACH M p
ENGINEERED 12 RAFTER TO STUD. SHALL COMPLY WITH 2020 IECCNYS INTERIOR WALL FINISH o w
r: FLOOR �� '�3 N Provide 1/2" Gypsum Wall Board on ceilings N O
JOISTS TOP OF SUBFLOOR LOCATION and walls except basement walls & clgs - unless N Z
noted. Min 1/2" Moisture Resistant Wall Board on Q
TOP OF PLATE BASEMENT CEILING 3" CLOSED CELL FOAM - R-21 w o
Ceiling and all walls in Bathrooms (humid areas) ro W
r
OP of PLATE _ _ _ — _ EXT WALL 2X6 3" CLOSED CELL FOAM - R-21 and 5/8" cement board on walls and ceilings in wet areas. OCO
BLOCKING 3" CLOSED CELL FOAM - R-21 Provide 5/8" Fire Rated gypsum wall Board on walls v W v
EXT WALL 2X6
3"CLOSED GARAGE EXTERIOR WALLS 3 CLOSED CELL FOAM -R-21 and ceiling located as per code, manufacturers O cn
CELL FOAM -R-21 "CLOSED CELL GARAGE/LIVING AREA WALL 3" CLOSED CELL FOAM -R-21
I;.' FOAM -R-21 requirements and drawings.
�. ALL GLAZING U = .30 SCGH: .30
DOORS-LESS THAN 50% GLAZING U = .40
CLOS BEDROOM#2 HALL Existing N
DOOR-MORE THAN 50% GLAZING U = .30 SCGH: .30
LIVING RO DIIA 1- Car Garage
*IF PART OR THE ENTIRE ATTIC WILL BE DECKED OVER WITH PLYWOOD,
THE CEILING JOISTS MUST BE DEEP ENOUGH IN ORDER TO FIT THE ~
BATT INSULATION SO THAT IT IS NOT COMPRESSED. IF NOT THEN
TOP OF CLG JSTS WILL HAVE TO BE BUILT UP OR UPGRADED TO THE NEXT SIZE.
TOP OF FOUNDATION
- - —
U _JJOTHER SPECIFICATIONS: w ct il
lWINDOWS: US 0.30, SHGC50.30
EXISTING FLOOR • Z 100% HIGH EFFICIENCY LIGHTING (CFL'S OR LED'S)
CONSTRUCTION EXISTING GARAGE FLOOR:
EXTERIOR 4"CONCRETE SLAB • 5 3 AIR CHANGES PER HOUR
EXISTING EXT BASEMENT CEILING
FOUNDATION CONST. 3"CLOSED CELL • Z ALL ENERGY STAR APPLIANCES �: ct
MIIV.8"PC WALL ON II'i!, FOAM-R-21 EXISTING ALL EXISTING FOOTINGS c F—�i
8"X 16"PC FTG- ill SHALL BE A MINIMUM OF °D
36" E OWGRADE „i,, UNFINISHED 36"BELOW FINAL GRADE.
MIN B L r
R4 MECHANICAL VENTILATION PROVIDED T z�
03 6 MECH CA T ON HALL BE O ED T W
S THAT o
'' G.C.TO VERIFY ON SITE. :,2 '=
NOTIFYARCHITECTOF MEETS THE REQUIREMENTS OF SECTION M1507
�i DISCREPANCIES. O � U
j, EXIST NG BASEMENT SLAB ! cd
TOP OF FOOTING _ — _ — _ _ R403.7 HEATING AND COOLING EQUIPMENT SHALL BE Q� orn CZ
- — - SIZED IN ACCORDANCE WITH ACCA MANUAL J BY A -
CERTIFIED THIRD PARTY RATER. ®�B��i
e� e'A hEIGO "6"'"
SECTION - C 0'r
SCALE: 1 /4" = V-011
CONC.PATIO
24'-8"
4
60'-0" N CU
16'-11'/z" 16'-6" 26'-6Yz" N
O >' o
F— Z
Z Zti
O oti
a'-0"
3'-0" 3'-0"x 3'-0" � c
N 3'o"xa'-o" 2'-0"x EXISTING 61 Q" N G
BATHR - ~ O
CD 9
Z U
16-8" 5'-5'/z" fO 22'-6" LLJ
V <
W J
Q
In W02
EXISTING EXISTING EXISTING z O
EXISTING KITCHEN 4
BATHRM DINING ROOM BEDRM # 1 0 4 z W H O
R802.8.1 BRIDGING U) CD
x Q � o
Q RAFTERS AND CEILING JOISTS HAVING A DEPTH-TO-THICKNESS Q Q Q
ExistingRATIO EXCEEDING 6 TO 1 BASED ON NOMINAL DIMENSIONS F-
5'-0" t2'-6.
2'-0" 1'6" 1- Car arage SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, Q —�
DIAGONAL BRIDGING(WOOD OR METAL) OR A CONTINUOUS Q Ln
RIDGE BOARD V) CD O
4 q a 4 cv RAFTERS OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET f— 00 (n
a Cl) `� SHALL
COLLAR TIES �—
SHALL BENAILED with 4-10d
2'-6" BOX NAILS IN ACCORDANCE
4
WITH FASTENING SCHEDULE
X EXISTING
EXISTING LIVING RM 4 2 0 0in
M c EXISTING -- ---------------------: x 1 2x4 CT@48"oc 12 m� 0tu o c m
BEDRM # 2 m 1, 2 w
Cl) BEDRM # 4 8 8 € N y °
d ,2 fp ° = d, c. p
ATTIC RAFTERS c c'Z m ° m o CO m
C't p U f0 V T
2`-0" 11'.011c 19'6" iio 13'-9" 8"OPEN CELL FOAM-R-30 s \N U$ y Q ,ca' �.� o
o UNINHABITABLE ATTIC Z ami r,- 0"(D o,o m a o
WITH LIMITED STORAGE E Q'� o Y m m m E x m Y
RAFTER/CEILING JOIST HEEL m y 2 2 O a` p
V-0"x 4'-0" o JOINT CONNECTION n o c o o a s
N SHALL BE NAILED 1 0 ° v m c m N
3'-0"x 4'-0" 3'-0"x 4'-0" ` 8'-0" TOGETHER IN ACCORDANCEa= Cos 0 w E
CONCRETE PORCH WITH TABLE R802.5.2 1 _ _ _Sc _ _ TOP OF PLATE L L y m (D.0
E' 0 0 3 N a
iv (SEE DWG-1 FOR TABLE) ;::'L v c p 4 p 2'C
___________= WITHSIMPSONH2AATEACH p 2 E c E= E m o c -
R802.5.2.1 LAPPED JOIST FUR OUT WALL r p c�v s c E 0.4 ° m
RAFTER TO STUD. en
LAPPED NOT LESS THAN 3 AT FLUSH FLITCH BEAM zCu
¢y c m o
SHALL BE NAILED 16d m c n E m m v o $w �'
3'-2" 8'-0" 3'-2" COMMON NAILS IN ACCORDANCE XS LEDGER F ro m m 'U cc 2 2L.-c c a
TOP OF PLATE WITH TABLE R802.5.2 ON DWG-1 LAG SCREW TO
26'-2" 19'-6" 14'-4" - — ` — ` — _ — - — - — STUDS @ 16"OC
BA HR OM SIMPSON SKEWED
HANGER @ EACH
60'-0" RAFTER
0
1
AS - BUILT 12
TOP OF SUBFLOOR
TOP OF SUBFLOOR 8 N
1ST FLOOR PLAN – - – I ': . _ _ — —
SCALE: 3/16" = 1'-0" TOP OF PLATE_
ENGINEERED
FLOOR
JOISTS
VENTS:
k
P3103.1 ROOF EXTENSION FLUSH FLITCH
OPEN VENT PIPES SHALL BEAM
EXTEND MINIMUM 6"ABOVE r Q
THE ROOF OR 6"ABOVE THE co ATTIC RAFTERS EXT WALL 2X6
ANTICIPATED SNOW ACCUMULATION. JL 4"VTR JL 4"VTR ROOF SIDING:AZEK CLOSED JOINT CLADDING WITH cv 8"OPEN CELL FOAM-R-30 3"CLOSED 4
P3103,2 FROST CLOSURE:
TIMBERTECH TONGUE&GROOVE BOARDS CELL FOAM -R21 0
WHERE THE 97.5%VALUE FOR 3/8"X 1-1/2"@ 16"O.C.P.T.FURRING STRIPS VERTICALLY ANTRYI KITCHEN
OUT-SIDE DESIGN TEMP IS 0 DEG F _ OVER WEATHER RESISTANT BARRIER. ATTACH P.T.2X4 HALL
OR LESS.VENT EXTENSION THROUGH 2" FURRING STRIPS @ 16"O.C. HORIZONTALLY THRU THE VERTICAL
A ROOF OR WALL SHALL NOT BE LESS `- ___ FURRING STRIPS AND INTO THE 2X6 STUDS.
THAN WIN DIAMETER. ANY INCREASE INSTALLED PER MANUF SPECS AND NYS CODE.
TIMBERTECH OPEN-JOINT CLADDING BOARDS
IN SIZE OF THE VENT SHALL BE MADE M
CAN BE USED AS A CASING AROUND WINDOWS OR DOORS. t D
NOT LESS THE 1 FOOT INSIDE THEUSING CLOSED-JOINT CLADDING BOARDS WILL SHOW N W
THERMAL ENVELOPE OF THE BUILDING. GROOVE. OP OF SUBFLOOR TOP OF SUBFLOOR O
:1 1/2" 1 1/2 :1 1/2" 1 1/211 AN EXPOSED - — - — - — - - —
— _ � TOP OF FOUNDATION c�i Z
2" 2" •� ! EXISTING FLOOR � Q
;c CONSTRUCTION W
1 2 ND FL. 6; O U) J
31, 2" EXISTING -----EXISTING EXTERIOR
ALL EXISTING FOOTINGS �•' BASEMENT CEILING O W C)
SHALL BE AMINIMUM OF e: UNFINISHED UNFINISHED 3"CLOSED CELL FOAM-R-21 FOUNDATION CONST. o
I1PC L ON
36"BELOW FINAL GRADE. BASEMENT 8 6
X "PC FTGbo
G.C.TO VERIFY ON SITE. BASEMENT
NOTIFY ARCHITECT OF �� MIN 36"BELOW GRADE
DISCREPANCIES.
TYP,BASEMENT SLAB EXISTING BASEMENT SLAB
2" ;--_�- - ° TOP OF FOOTING
—
1 i/2" : 1 1/2" : 1 1/2" 11/2" :1 1/2" :1 1/2" 3" 1 1/2" :1 1/2" 1 1/2" 2"
DW WASHER
1
'�?2- , 2" 2
�_y I
1 1 1
1 1
1 ST FL. W
3" 3" 3" 2" SECTION - A a
21 2"
311 311 SCALE: 1 /4" = V-O" CZ
W
NNS o
REFER TO DRAWING 9 FOR TYPICAL NOTES a/ M
1 1
1 1
4"FAI
1 1
O
Ux � 4Z
Co co O/ �j "C)
TO THE EXISTING SUFFOLK COUNTY
4"
APPROVED SANITARY SYSTEM ,E:D A.F?
PLUMBING RISER DIAGRAM
j / s
Not to Scale 4,�`
1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 'a�N
2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS _ k
MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 t,cg',, -.
`,�\°O.w".•f� —i a���` —'SES
CONT NUOUSLY SHEaTHED
B
CCNTINUCU£LY S��aTHE= A "DS^:AL UIJ BRACING METHOD BRACED WALL PANEL.a
ER.A;E:r':aLL LINE CS-WSP CONTINUOUS SHEATHING PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 2-1 2-2 2-A 2-13
WOOD STRUCTURAL PANEL
DETAIL #1 ON DWG-2 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS/WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP
f ;% CS-P F CONTINUOUS SHEATHING BRACE WALL LINE SPACING(FT).b 20 22.5 24.5 25 29.5 29.5 22.5 16 16 38 38
r �! PORTAL FRAME
Full HOLD DETAIL 43,DWG-2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 30" 48" 48" 30" 30" 30"i48" 30" 24" 24" 24" 24"
RETURN Cl
FANEL DEVICE BRACED::'+ILL PANEL AT TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 4 9.4 9.5 9.75 11.5 11.5 9 3 3 7.5 7.5
eRACEI.A-ALLFANELAT EfIDOFBRA.CEDI"lALLUNE Ex�� GB GYPSUM BOARD
ENC CF EPACEC WALL LINE
10MAX �I I 20'MAX ( I t0'h4AX END CONDITION 1 END CONDITION 2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c
BtNL 3 SWL 2 BVJL 1 M171 N0 0 0 SLY EH E 4-HED BRACED WALL NOTES:
'�-€K•:E� Ai LL Lli1� �~ =C NUOUE'YY EAr EC 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 Cfl
¢ I REFER TO DETAILS ON DWG-2
FOR HOLDOWNS,STRAPPING,BRACED N
tip+X`� , c 2. ROOF EAVE TO RIDGE HEIGHT 1 .98 .98 .98 1 1 .95 .95 .95 .95 .95
,�.k , m WALL DIAGRAMS AND DWG-1
I� FOR NAILING SCHEDULE. ALL BRACED O O
rn WALL PANELS SHALL BE FULL-HEIGHT I- Z t
I ,r-, z 3. WALL HEIGHT 1.10 1 1 1 1 1 1 .9 .9 .9 .9 00
LU o SECTIONS OF WALL WITH NO VERTICAL �.
z c OR HORIZONTAL OFFSETS. Z Z ti
<d BWL 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.3 1.3 1.3 1 1 1 1
-' �% ✓� �� - - - - - BRACE WALL LINE O r"-
Q I I I �a '% k':;, / RETU t S. ADDITIONAL 8001b HOLDOWN DEVICE r
FA:EL p.
o
ow � ff���,11;� <E"t,!IIIR.IUM BRACED WALLPAMEL FI?STBR EC
tv I I I zu ' ''�`r,+ / !+'EMD OF BRACED YJ41L LIME 1a r.�Ah V ALLPAtEL 6. GYPSUM BOARD OMITTED
m •5�RE�11P.EF.IENT£ 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)
n N , END CONDITION 3 END CONDITION 4 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 7. GYPSUM BOARD FASTENING 7 O �- O
_ LL CONTINUCUILYF^EAT"En 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7
O REQUIREMENTS 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE
ti t0 Q 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 Z Q U
�
Return panes: 24"for braced wall lines sheathed with SHALL BE OFFSET NOT MORE THAN 4 FEET. (IJ W W J
m wood structural panels 5. BRACED WALL PANELS SHALL A FULL-HEIGHT SECTIONS S. WALL RESULT REQUIRED BRACED WALL LENGTH(FT) 6.4 9 13.5 14 15 15 11 6 6 13 13 V
c. p THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. Z ., Q
20'MAX 20'A1AX 32"for braced wall lines sheathed with 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH
NOTE:CONTINUOUS structural fiberboard END OF ABRACED WALL LINE TABLE R602.10.5 page 193 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 9 W
SHEATHING METHODS ,f "', 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL -7 Q U�
REQUIRE ALL FRAMED
�/ PANELS SHALL BE NOT GREATER THAN 20 FEETAS PER FIGURE PER PLAN BRACING LENGTH PROVIDED (FT) 9 8 14.4 21.83 19.5 19.5 16 16 13.83 19 iB O
PORTIONS OF THE BRACED Distance D: 24' for braced wall lines sheathed with R602.10.2.2 ctQ
O
WALL LINE TO BE SHEATHED. '�` � � /01Ewoad structural panels Y
COMPLIANCE YES/NO Y Y Y Y ly
Y Y Y Y Y
FO . H C L Z-D�""N N r 32"for braced wall lines sheathed with z W U) 0)
structural fiberboard
CEACE WAl1FarJEL a.Linear interpolation shall be permitted
END CONDITION b Hold-down 800 lbs capacity fastened to the edge of the b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, - Q Q Q
device: braced wall panel closest to the corner and the average dimension shall be permitted to be used for braced wall line spacing. Q J w
to the foundation or floor framing below ABBREVIATIONS; BWL=BRACED WALL LINE, Q Q Ltd �
BW=BRACED WALL, co O
For Sk 1 Inch-m25.4 mm, 1 foot=305 mm,11b=4.45N CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL OO w
FIGURE R602.10.7 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION
END CONDITIONS FOR BRACED WALL LINES
WITH CONTINUOUS SHEATHING
y
y C
E
16 C 12 y
-6 mu 2EE '
4'-0" ! 22'-6" I 29'-6" � U 4'-0" to 2 a L
t y y" O
'D V Di C 8�7 C f6 O
�O C .�V C
IT 1¢ qG ppy {Up0
J ,J 2 O'n4D d
ICL U be�
ami . 2( I c `o mQ iTa`o c 3
m m m m�No3 - c•Et 3 0
4'-0" 3'-0" 3'-0r' i o o o a . 7
C O O C y y rL... y 01
�L•�
CS-PF m sarm =oE
CS_PFr 6 : Do 'tm0
eN
i r LVy LN p E 6a. m� CD EoLr0)i
W I
ar c aE m m o t0 v $ E'
0 ma
v M FL
-
$ alma- PCCECL OCL
BWL 1-1
----�--- ------------------------ --- I ---- ----- -----
I I ,
I
O of GB METHOD
C i 3 TABLE R602.10.4
v
CV 7"O.C.AT PANEL EDGES
N I INCLUDING TOP AND
4'-Orr I 37'-11„ I 41
_01
r I _
BOTTOM PLATES,7"IN FIELD
NOTE:HORIZONTAL BLOCKING MAY BE OMITTED 91_05/B11 r� I ALL HORIZONTAL JOINTS
5-3 7/16 BLOCKED AND I r
m AS PER THE WIND ADJUSTMENT FACTORS; ¢ I I ,
co I TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) N I FRAMING CONNECTIONS
J J I AS PER DETAIL 2 ON DWG 2 -
,
M 41-011
I I I cs-wsP 9'-0'/z'
,
, I
CS-WSP CS WSP I CS-WSP
O I CS-WSP I GB METHOD
CL r-
a. `nLO -
CD
R41N I �� ( BWL 11-3.
lotM
--- ---- -U ---� ------- --- ------ v
BWL1-2
N L
N BWL 2-1 p
----------- CQ
co ) Oo ° {-
uo?
T -
o CJ
cli CD i 3 M Z
W I I LU cc " 3'-4" I I o
w
WO¢ :10I I U OWm I O J
H- I U W U
in i-- i I Wo< I ►-
'<a - �0L
�H-N alio I I o C0
zw� I ! o 1 �Zo
"�� `° I I ZWco
mf]H- °�m `° I I °N
�pv I I _J< N I I I�
ZZMI --- I NoZ
3o ZZrr r
0Of 30
0,=-co 0 3 I I W_0 I l
0
I�j W W H-� I ISI
d L )2r MSI
BWL 2-2 W a.-J I
• Co
z¢� --- ---- a- ---i --------- ------- a - - -------------------i--- --: ----- - z¢HQ- Ia I _
I r_,
p y o m CO a I
_ � I I a o � N
Ch � ct• I ' � a0 ^ f�
V
CS-WSP C8-WSP CS-WS I I CS-WSP v W O
i I - -- - -- --- I ----- - - -------------------a.
- ------ - BWL 1-4
i _ - ------ - ------ a C:21/2'
P - CS-WSP ----- -----
00
>� .-,
4'-9 5/16 -7 51 6 `_� IN 4 r;en �;r 33'-2'/Z 00 .a
I I CD
CS-WSP I
O Cis .•-I
4-0 1, 37'-11 49-011
1
NOTE:HORIZONTAL BLOCKING MAY BE OMITTED5'-8 11/1611 ,
I AS PER THE WIND ADJUSTMENT FACTORS; i 41-011 22-6 I 29-6 4-0
TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2)
13
1ST FLOOR WALL BRACING PLAN ��r
2ND FLOOR WALL BRACING PLAN , ,
SCALE: 3/16" = 1'-0" C- 0,
SCALE: 3/16" = 1'-0"