HomeMy WebLinkAbout43599-Z r�--
OFFatIr may Town of Southold 9/13/2019
a
P.O.Box 1179
53095 Main Rd
oo. 4Po Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40693 Date: 9/13/2019
THIS CERTIFIES that the building AS BUILT ADDITION
Location of Property: 170 Ruth Rd.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 106.-5-35
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/26/2019 pursuant to which Building Permit No. 43599 dated 3/29/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"AS BUILT"ADDITIONS AND ALTERATIONS INCLUDING GARAGE CONVERTED TO LIVING SPACE
AND REAR COVERED PATIO PER ZBA DECISION#7238.DATED 02-21-2019 TO AN EXISTING ONE
FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Stavridis,Jack&Barbara
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0075 02-19-2019
ELECTRICAL CERTIFICATE NO. 43599 06-25-2019
PLUMBERS CERTIFICATION DATED 07-12-2019 B Plump' g
A th ed Signature
' TOWN OF SOUTHOLD
��4�gUffUt��QG�
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
ca
4 . 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#: 43599 Date: 3/29/2019
Permission is hereby granted to:
Stavridis, Jack
12 Sarina Dr
Commack, NY 11725
To: legalize "as built" additions and alterations to existing single-family dwelling as applied
for per ZBA and SCHD approvals. Additional certification may be required.
At premises located at:
170 Ruth Rd., Mattituck
SCTM # 473889
Sec/Block/Lot# 106.-5-35
Pursuant to application dated 3/26/2019 and approved by the Building Inspector.
To expire on 9/27/2020.
Fees:
AS BUILT - SINGLIE FAMILY ADDITION/ALTERATION $1,178.40
CO -ADDITION TO DWELLING $50.00
Total: $1,228.40
Building I
F orm Ne.*-
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Subnut Planning Board Approval of completed site plan requirements.
B. For eaisting buildings(prior to April 9,1957)-nunac€nforming-uses,ur-buildings ted-"pre-existing`land-uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
1-7
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property:
__.... Nii� PAp
House No. Street Hamlet_--
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block Lot �-:7
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: ✓ Underwriters Approval:
Planning Board Approval:�
Request for: Temporary Certificate Final Certificate: V (check one)
Fee Submitted: $ p�('
ApplicaAdt Signature '
SO(�j��
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959 ® roomer.richertCaD-town.southold.ny.us
c®U ,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Jack Stavridis
Address: 170 Ruth Rd City: Mattituck St: New York Zip: 11952
Building Permit* 43599 Section 106 Block: 5 Lot: 35
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Sabat Electric License No- 4204-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceding Fixtures 1 HID Fixtures
-Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors 1
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 5 Twist Lock Exit Fixtures TVSS
Other Equipment: "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS"
Notes: Convert garage to living space, 1-bath fan, 1-paddle fan
Inspector Signature: _ Date: June 25 2019
81-Cert Electrical Compliance Form.xls
MX
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
:. o f L4 J V/- E ��
F
BUILDING DEPARTMENT )
TOWN OF SOUTHOLD Li
AUG .1 9 2019
BTJM.DM.,'G DEPT.
OF SOUT111110LID
CERTIFICATIO-N
Date: -7 11.2
�/ I
Building Permit No. 3 5 11
Owner:.. e:S A C K S-TA-V le I D)-S
(Please print)
Plumber•
19U El R
(Pleasrint)
I certify that the solder used in the water supply systeM'contains less than 2/10 of I%
lead.
'ek
(P umbers Signature)
Sworn to before me this
day of20_('L �PBAAMMAAMRA VH 4TA ;Y
Notary Public,State Of New York
U No. 0ITA6086001
Qualified In Suffolk County
lbommission Expires 01/13/20
Notary Public, �� VFAZ)IL'Oounty
�a0FSoUlyo
* TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
.INSPECTION ,
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SOLATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:' ] C
r
0A
IXN
pF 50UTho�
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
450dJOV- INSPECT [ON
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. 170
[ ] FOUNDATION 2ND [ ] INSULATION
"a
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE _'- 11NSPECTOR Y�-r
• �` ` OE SOUT
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING /STRAPPING [ FINAL &
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
40
p
DATE D INSPECTOR
Y Lf-�)0- 78
t-P qI )59
ARCHITECT
30 BETHESDA LANEf'
k
SAYVILLE,N.Y. 11782
TEL: 631-244-9338 AUG 1 9 2019
FAX:631-244-3978
ffLJIJ;,,TMTG DEP,
TO7�N ON 11,101UTI iIROLD
Date: July 29, 2019
Town of Southhold
Building Department
54375 Main Road
Southold NY, 11971
Ref: Stavridis Residence
170 Ruth Road
Mattituck NY, 11952
TM# 106-5-35
Permit#43078
Attn: Building Department/Building Inspector
This letter is to certify the following items, that the depth of the concrete pier footings
installed at the above referenced residence for the as built shed ranged between 36"- 38" below
grade and that the concrete used for these pier footings was mixed on site using Sakcrete High
Strength concrete mix in accordance with ASTM C387 specifications exceeding 4,000 psi after
28 days.
This letter is to also certify that the framing and insulation installed for the garage
conversion to living area at the above referenced residence was built in accordance with my
approved as built architectural drawings and in accordance with the Residential Building Code
of New York State.
If you have any questions please don't hesitate to contact me.
Af�D ARC
30sep%(-)) Very Truly Yours
9
* i Charles J Brudi RA
.oz
F0
• • • • CON=NTS
FOUNDATION
r
'FOUNDATION (ZND)
ROUGH FRAMING&
PLUMBING
INSULATION PER N.Y-.
8TATE ENERGY
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TOWN OF SOUTHOLD _ '"c BUILDING PERMIT APPLICATION CHECKLIST
G DEPARTMENT O Do you have or need the following,before applying?
BUILDING � ,0 _
TOWN HALL ` Board of Health
SOUTHOLD,NY 11971 6 2p19 ° 4 sets of Building Pians
TEL.- (631)765-1802 �P� 2 Planning Board approval
FAX: (631)765-9508 Survey
SoutholdTown.NorthForkxet P Check
U�$® Septic Form
�® N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,2COVE D Single&Separate
I P D Storm-Water Assessment Form
JUL 1 Contact:
Approved ,20 ��J. W R1 )0,4
»INS DErr. >�m�
Disapproved a/c BaUM
ITT HOPI.
,Phone:
Expiration_ 201
Bui1 ' ector
j ISAM��/ APPLICATION FOIL BUILDING PERMIT
20
VPRAWAN' Date ,
al" INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughoutthe work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension ofthe permit for an
addition six months.Thereafter,a new permit shall be required. ;
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New fork,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature o applicant or name,if a corporation)
® v—iL Ls H
(Mailing address of applicant) i ¢�
I v a
State whether applicant is owner,lessee,agent,architect,engigper,general contractor,electrician,plumber or builder
147
V V
Name of owner of premises
(As on t e tax rolf or latest deed)
If applicant is a corporati ignature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No. j
Electricians License No.
Other Trade's License No.
1. Loc tion of land o whVroposed work will be done:
House Number Street Hamlet
{
County Tax Map No. 1000 Section Block. Lot `9
1
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises int
e ed e �c�cu panpy of propo`sedfcons�ction:
a. Existing use and occupancy ,}� 1— 1 �®
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition then Work r�
4. Estimated Cost Fee
d
(To be paid on filing this application)
5. If dwelling,number of dwelli g units Number of dwelling units on each floor _ �C
If garage, number of cars - T' Flow ,
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of a istin structures,if any:Front �! Rear
-
Height
f` Depth �!J
Height Number of Stories � // V1114Lffl
Dimensions of same structure with alter tions or addtions: Front /s- Rear
Depth Height Number of Stories TIV
8. Dimensio s of ntire new construction: Front Rear Depth
Height tj� 4. Number of Stories
9. Size of lot: Front Rear Depth rf
Wq10. Date of Purchase Name of Former Owner f,
11. Zone or use district in which premises are situated
12. Doles Droposed construction violate an zoning law ordinance or re alio YES NO
13. Will lot be re-graded?YES NO_Z*, Will excess fill be removed from premises?YES NOx
14.Names of Owner�rtlms S ' V`��91/-�7Address_ Phone No. � - 'O�f
Name of Architect Address` - Phone No
Name of ContractorNIA X2 17AQA RAM 0 tl Address Phone No.
I 15 . Is this property within 100 feet of a tidal wetland or a freshwater wetland?'AYES NO
IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland?* YES NOX
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF }
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)a ove named,
(S)He is the OAO' 111��r
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief and that the work-xvill be
performed in the manner set forth in the application filed therewith.
Sworn to before me thiso
17714_day of 20 /9
&�ed'A, CAROL A REID
Notary Public lNotary Public, State of New Y Signat a of Applicant
Registration #01 RE6345419
Qualified In Suffolk County /
Commission Expires July 25, 2020
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD,N.Y.
NOTICE OF DISAPPROVAL
DATE: July 25, 2018
TO: Charles J. Brudi (Stavridis)
30 Bethesda Lane
Sayville,NY 11782
Please take notice that your application dated July 18, 2018:
For permit to legalize "as built" addition and alterations to existing single-family
dwelling at:
Location of property: 170 Ruth Road, Mattituck,NY
County Tax Map No. 1000 - Section 106 Block 5 Lot 35
Is returned herewith and disapproved on the following grounds:
The as built construction, on this nonconforming 12,500 sq. ft. lot in the Residential R-40
District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots
measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet.
The survey notes a rear yard setback of 32.2 feet.
Authorized at
Note to Applicant: Any change or deviation to the above referenced application may
require further review by the Southold Town Building Department.
CC: file,Z.B.A.
(/,Leslie
53095 Main Road•P.O.Box 1179 BOA1*D MEMBERS �� S� Southold Town Hall
(/�'
Kanes Weisman,Chairperson �� y� ,
Southold,NY 11971-0959
Patricia Acampora Office Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert,Jr. • COQ 54375 Main Road(at Youngs Avenue)
Nicholas Planamento OIiYCoU Southold,NY 11971
C.. RRECE��i+E®
�-? http://southoldtownny.gov.._�0V d 3 9
�t ZONING BOARD OF APPEALS & ��
--` TOWN OF SOUTHOLD FEB 2 6 201
FEB 2 8 201900/ La
Tel.(631) 765-1809 •Fax (631)765-9064 1..�
Sou hold Town Clerk
'WN OF SOUT
Ia7IXWNGS,DELIBERATIONS AND DETERMINAT
MEETING OF FEBRUARY 21,2019
ZBA FILE# 723 8
NAME OF APPLICANT: Jack and Barbara Stavridis
PROPERTY LOCATION: 170 Ruth Road,Mattituck,NY SCTM No. 1000-106-5-35
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type 11 category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated October 22, 2018 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,500 square foot parcel located
in an R-40 Zoning District. The parcel fronts 100 feet on Ruth Road along the southerly property line, runs 125
feet on the westerly property line, runs 100 feet on the northerly property line and 125 feet on the easterly property
line. The parcel is improved with a one-story frame dwelling, a roof over brick patio and a frame shed. All is
shown on a survey prepared by Kenneth Woychuck, dated April 20, 2018.
BASIS OF APPLICATION: Request for Variance(s) from Sections 280-124 and the building inspector's July 25,
2017 Notice of Disapproval based on an application for a permit to legalize "as-built" additions and alterations to
an existing single family dwelling at: 1) less than the code required minimum rear yard setback of 35 feet, located
at 170 Ruth Road,Mattituck,NY 11952. SCTM# 1000-106.-5-35.
RELIEF REQUESTED: The applicant requests a variance for as-built roof over brick patio located 31.7 feet from
the property line where code requires a 35-foot rear yard setback.
ADDITIONAL INFORMATION: The Notice of Disapproval dated July 25, 2018 notes that the as built addition
has a rear yard setback of 32.2 feet. The correct rear yard setback to require relief is 31.7 feet, as depicted on the
survey prepai:'67 I enric -bychuk;�S—, tlate-d-Aprr1-26;
Page,?-,Febnlary 21,2019
#7238, Stavridis
SCTM No. 1000-106-5-35
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 at which time written
and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. The"as-
built"roof over brick patio is in the rear yard and is not visible from the street.
2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for
the applicant to pursue, other than an area variance. The applicant could have built a smaller roof over brick patio
with a code conforming 35 foot rear yard setback.
3. Town Law $267-b(3)(b)(3). The variance granted herein is not mathematically substantial, representing 10.5%
relief from the code. Additionally, the variance is for a roof over brick patio that is not enclosed as conditioned
space.
4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders and
gutters.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law 4267-b. _Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a roof over covered porch while preserving and protecting the character of the
neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly
carried,to
GRANT the variance/variances as applied for, and shown on the Architectural plans prepared by Charles J. Brudi
Architect dated June 10, 2018 and the survey by Kenneth Woychuck dated April 20, 2018.
SUBJECT TO THE FOLLOWING CONDITION:
1. The roof over brick patio shall not be enclosed with screened walls or as conditioned space.
That the above conditions he written into the Building Inspector's Certificate of Occupancy, when issued.
Any deviation from the survey, site plan and/or architectural drenvings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
r Page 3,February 21,2019
#7238,Stavridis
SCTM No. 1000-106-5-35
Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action. In the event that an approval is granted
subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and
failure to comply therewith will render this approval null and void.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento and Lehnert. This
Resolution was duly adopted (4-0). (Member Acampora was absent)
Leslie Kanes Weisman, hairperson
Approved for filing o /4 2019
Scott A. R.usscl.l
SUPERVISOR MA»A\(GfIEM EIN-CF
SOUTHOLD TOWN HALL-P.O.Baas 1179 v �
53095 Main Road-SOUTHOLD,NUV YORK 11971 !✓ Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT NT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES TMS PROJECT INVOLVE ANY OF THE F0 LL3WING �
!CHECK ALL THAT APPLY: I
i l Yes No �
❑ A. Clearing, grubbing, grading or stripping of land which affects more 1
than 5,000 square feet of ground surface.
�? & Excavation or filling involving more than 200 cubic yards of material `
rf El
within any parcel or any contiguous area. !!i
C. Site preparation on slopes which exceed 10 feet vertical rise to I r
Ji100 feet of horizontal distance. '
[ID. Site preparation within 1.00 feet of wetlands, beach, bluff or coastal
erosion hazard area. 1 t
E. Site preparation within the one-hundred-year f loodplain as depicted I
on FIRM Map of any watercourse.
0"'F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes I
in-kind replacement of impervious surfaces.
U you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name,
Signature,Contact Information,Date&County Tax Map Number! Chapter 9-36 does not apply to your p vjecL
if you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Contra Plan
and a completed Check List Form to the Building Department witlt your BuRding Permit Application.
S.C.T.M. �_ 1000 Dates
f APPLICANT: (NWrtr Owner.Deign Pmfes-bnaL J�Qent.Convxtm Other} 1 EYc�i<t
C Section Btod W
R BUILDING DEPARTMENT FOR U"-,F-ONLY
(� Contxi lnfarnu�hen 1 � �T—_��___-�---`_�___...•���-__._.._,:�� �v-
�L — 1� ( Reviewed By:
- - - - - - - - - - - - - - - ii 1 4
Date 7-18 -I
Property Address/Location of Construction Work- +� — — — — — — — — — 7_— — — — — —
Approved for processing Building Permit. + �
1 Storm ate-Management Control Plan Not Required. 1 i
— — — — — — — — — — —
® Stormwater Management Control Plan is Required.
Woraard to Engineering Department for Re%temj f
FORM u SMCP-TOS MAY 2014
T
��o�511ffat 2� 201° BUILDING DEPARTMENT Electrical Inspector
TOWN OF SOUTHOLD
I IPAnnex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
0 Telephone (631) 765-1802 - FAX(631) 765-9502
ro-ger.richert@town.southold.nv.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: a Date:, _ 19 1 q
Company Name: C r�
Name:
License No.: L Z) Yl0 email: a Q e J tc 4 r
Address: 2—
Phone No.:
JOB SITE INFORMATION: (All Information Required)
n
Name: ��v "s-tc:�,'i moi,At S
Address: I D O Q a
Cross Street: o a
Phone No.:
BIdg.Permit#: 3 ( email:
Tax Map District: 1000 Section: (Q Block: Jr Lot: 35
BRIEF DESCRIPTION OF WORK(Please Print Clearly) ap, ro,Re -f
bd ra6m r-eno .
Circle All That Apply:
Is job ready for inspection?: NO Rough In tnal
Do you need a Temp Certificate?: YES/ NO Issued On ,
Temp Information: (All information required)
Service Size 113h 313h Size: A #Meters Old Meter#
New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead
#Underground Laterals , 1 2 H Frame Pole Work done on Service?. Y N -
Additional Information:
PAYMENT DUE WITH APPLICATION
CN C
82-Request for Inspec8on Form.xls /v�/\ -'�l
S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S):35
- t
DISAPPROVAL
1YPICAL CLEAN OUT
SLATE OR S
SUITABLE COVE TOPPER ENDOR PLUG
X1,
30' ELBOW
60' WYE -
FLOW-wNw-
MAP OF CAPTAIN KIDD- ESTATES #1672
DWELLINGS
W/PUBLIC WATER
+-150'
4' CHAINLINK FENCE 0.2'N S 870110011 E 100.00,
1.1 4' PICKET FENCE �p 0.2S
0 L; EL 60 9
EL 61.0
' N
EXISTING SANITARY TO �s O. '•'
BE ABANDONED AND BACKFILLED
CN"N WITH CLEAN COURSE SAND. O
0
20.5' pp�
� O
Y' v ROOF OVER
LANF N F
of BRICK PATIO v
OF a EL 60.3 LANF N/F
ANTONOPOULOS BRICK WALK EL 60.2 OF
23.6' 56.4'" KRESHON
U
DWELLINGS 1 S70RY a
W/PUBLIC WATER ni: 'FRAME DWELI.IIVG' ;N,, `j
—150' 4 BEO}ZQQMS: DWELLING
W/PUBLIC WATER
1501—
:. .:• 19.7'
- T 1.>y'E :::: 44.*I' . EL 60.4 .7 -- -= —
LEANOUT CO
W EL 60.3
� W
ELEV. 57.8 CN o
OL DR SANDYLOAM1.2' Z ` 0; 8oo
4 BEDROOM a O
SM LOAMY SAND 1.5BROWN ' SANITARY SYSTEM J
(� 1250 GAL. S.T.
(1)8'DIAx12'DEEP L RA
BROWN
75.60'EL; 56.MED UM POST W.M. `015,SC ��, SAN 3.3aE 57.8 EL 57.1 Qy
MQN, N 87011'00" W 100.00' MON.
1
PALE k,jq/
BROWN
MEDIUM
SP SAND 11.0' —
& WATER MAIN —
GRAVEL R LITH ROAD
NO WATER ,
— 17'
APRIL 20, 2018
DWELLING
K. WOYCHUK LS VACANT VACANT 7HE WATER SUPPLY, WELLS; DRYW7=LLS AND CESSPOOL
W/PUBLIC WATER
-••-100' -.-100' U.P. 150'-•- LOCA710NS SHOWN ARE FROM FIELD OBSERVA770NS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 12,500 SQ.FT. or ;0.29 ACRES ELEVA77ON DATUM: NAVD88
UNAUTHORIZED ALTFRA770N OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC7701V 7209 OF THE NEW YORK STATE EDUCA770N LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SU�VEYOR S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UI70N
LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE.
7HE OFFSETS OR DIMENSIONS SHOW HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE
NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENT'S
AND/OR SUBSURFACE S77?UMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 714E PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JACK STAVRIDIS;
MAP OF: BARBARA STAVRIDIS;
FILED:
SITUATED AT: MATTITUCK
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PIM
-SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Bog 153 Aquebogue, New York 11951
FILE 1$-47 SCALE: 1 "=20' DATE:APRIL 20, 201$ + PHONE (881)298-1588 FAX (891) 298-1588
N.Y.S L,l Sr- NO: 050862 maintaining the records-of Robert L Hermes & Ken_" Y. Woyohuk
S.C.T.M. NO. DISTRICT: 1000 SECTION: 106 BLOCK: 5 LOT(S):35
TYPICAL CLEAN OUT
SLATE ORSTOPPER END
SUITABLE COVE OR PLUG
30' ELBOW
60' WYE
FLO W
MAP OF CAPTAIN KIDD ESTATES #1672
DWELLINGS
W/PUBLIC WATER
+-150'
4' CHAINLINK FENCE 0.2'N X S 87011 10011 E 100.00'
1.1 S 4' PICKET FENCE 0.2'S
0.5'W
O/L EL 60.9
EL 61.0
N
13 N
5.1
O EXISTING SANITARY TO a
O BE ABANDONED AND BACKFILLED i� .8' ' N1 ,
N WITH- CLEAN COURSE SAND. OO
U
z 3 .5' 20.5'
Y 14 ROOF OVER
LANF N/F �_ BRICK PATIO U cc
OF a EL 60.3 z C LANF N/F
ANTONOPOULOSd 23 6, BRICK WALK EL 60.2 OF
"• 5s.4'" Y KRESHON
cj
DWELLINGS 1 STORY-...' :: ::. ,• a
W/PUBLIC WATER ni :: . "'FRAME DWELLING-.%-:'
iv ;..:..
.... .. . ....
+ 150' . d
DWELLING
.........
..:: :. W/PUBLIC WATER -
FFL 62,5 ;••:'•'•' .......:. . .. 150'-
N: 12.0'
.-44:4':.:: T'
pvr CQN1 EL 60.4
EL 60.3 BRICK
w �o O
o LU
� a Q
ELEV. 57.8 X o_ ,
DR BROWN ' O ¢I � ,\j�\C\ LU
OL 1
N
ANDY LOAM '2 Z ~ >
4 BEDROOM Q
BROWN SM LOAMY SAND 1.5' x ' SANITARY SYSTEM cYi J
w 1250 GAL. S.T. m _P J
(1)8 DIAxI2 DEEP L. <%
BROWN
MED UMPOST EL 56. W M p 75.60' �OsQ!
Sc LAYEY SAN 3,3' o �' EL 57.8 EL 57.1
MON. �� N 87011'00" W 100.00' MON.
1
PALE
BROWN
MEDIUM
SP SAND Bldg Dept copy from ZBA
WATER MAIN — Final reviewed doc ents
GRAVEL ZBA RUROAD Dat Ede i
NO WATER
— 17'
APRIL 20, 2018
K. WOYCHUK LS VACANT DWELLING THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
W/PUBLIC WATER VACANT
x-100' �-100• U.P. 150'-�- LOCA770NS SHOWN ARE FROM FIELD OBSERI/A770NS
AND OR DATA OBTAINED FROM OTHERS
AREA: 12,500 SQ.FT. or 0.29 ACRES ELEVATION DATUM.• _NAVD88
UNAUTHORIZED ALTE'RA710N OR ADDI77ON'TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS77TU710N, GUARANTEES ARE NOT TRANSFERABLE.
774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD17IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S7RUEFURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JACK STAVRIDIS;
MAP OF: BARBARA STAVRIDIS;
FILED:
SITUATED AT: MATTITUCK
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Hoz 153 Aquebogue, New York 11931
FILE # 18-47 SCALE: 1 "=20' DATE: APRIL 20, 2018 � ` � PHONE (831)298-1588 FAX (631) 298-1588
N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
RESceck Software Version 4.6.5
Compliance Certificate
Project STAVRIDIS RESIDENCE
Energy Code: 2015 IECC
Location: Mattituck, New York
Construction Type: Single-family
Project Type: Alteration
Climate Zone: 4 (5331 HDD)
Permit Date:
Permit Number:
Construction Site: 'DwnertAgent: Designer/Contractor:
170 Ruth Road Charles Brudi
Mattituck, NY 11952 Charles J Brudi-Architect
30 Bethesda Lane
Sayville, NY 11782
631-244-9338
Envelope Assemblies
Gross Area
Assembly or Cavity tont. U-Factor UA
Perimeter
Wall 1:Wood Frame, I6"o.c. __ ___ ---
Exemption: Framing cavity not exposed.
Window 1:Wood Frame:Double Pane with Low-E 36 0.290 10
SHGC:0.30
Ceiling 1: Flat Ceiling or Scissor Truss ___ ___ -__
Exemption:Framing cavity not exposed.
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 276 19.0 0.0 0.047 13
Compliance Statement: The proposed building design described here is consistent with the building pla ,specifications,and other
calculations submitted with the permit application.The proposed buil n as been to meet 2015 IECC requirements In
REScheck Version 4.6.5 and to comply with the mandatory require listed I eck Ins ction Checklist.
Name-Title Signature ` - Date
R>yD ARC
SOSEAyy�TF��
v
OF Nay
Project Title: STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: F:\C2\Projects\2018\MMXVIII-10 CJB Ruth Road\Stavridis.rck Pagel of 9
REScheck Software Version 4.6.5
Inspection Checklist
Energy Code: 2015 (ECC
Requirements: 100.0%were addressed directly in the REScheck software
Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each
requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided.
Section = Z J11,-
a s erified�� F:
�elcl Verified'`
1PrT41ispeiii"io!anRediiew . `
'!/slue' •- - V ompties. „ _ , mentslAssginptiots'i
103.1, ;Construction drawings and " ` ` `' "''' sir" `'V
9 �-=may°_ - �ur$�`:.a�:k� `°�",Ff� � �Requirementjwill`bemet.f
103.2 documentation demonstrate `Y '}t �Complies
Does Not
[PR1)1 energy code compliance for the 3} ;
° building envelope.Thermal f" a=- ` °`-=
"`�'`�r�`''•��rt` 'y<�=-� ����Vg��==�uDNot Observable
;envelope represented on *4u []Not Applicable
construction documents.
'[]Com
103.1, ;Construction drawings and lies ;Requirement will be met.
p
103.2, documentation demonstrate -,--,[]Does Not
j ; 1�.--r°•":_:wr''-r Y�ec Frc~.:'_e b -3` �t4_Y-_;.'¢'- 4:r: `.°Ve'`",r1
.N403.7 energy code compliance for
lighing and mechanical systems
❑Not Observable
DNotApplicab
leSystemsservingmultiple
i= v:
;dwelling units must demonstrate
'compliance with the IECC
'Commercial == a
ial Provisions. �_5.:'�,'�r�_ ''r...' ;OM1: �
302x1•"" °=. Heating and cooling equipment is; Heating: n Heating: ;DComplies ;Requirement will be met.
-4!)3:7>_ ;-i sized per ACCA Manual S based Btu/hr Btu/hr =[]Does Not
[PR2)? ? on loads calculated per ACCA '
t _ y Manual J or other methods , Cooling: Cooling: 4'[]Not Observable
pP y Btu/hr Btu/hr �DNot Applicable
approved b the code official ° ;
Additional Comments/Assumptions:
1 I High Impact(Tier 1) a2-` Medium impact(Tier 2) 3_ Low Impact(Tier 3)
Project Title: STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: F:\C2\ProjectsX2018XMMXVII1_10 CJB Ruth Road\Stavridis.rck Page 2 of 9
Section.
nspection IS-S' uMpO
3032:1;z-i A protective covering is installed to UComplies Requirement will be met.
protect exposed exterior insulation '0Does Not
,and extends a minimum of 6 in.below
grade. ,[]Not Observable,,
'[]Not Applicable
1 Snow-and ice-melting system controls flComplies 'Exception:Requirement is not applicable.
,
[FO12I,-;-"installed. °013oes Not
UNot Observable
-1 !®Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier1) Medium Impact(Tier 2) 13 1 Low Impact(Tier 3)
Project Title:STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: FAC2XProjectsX2018XMMXVII1-10 CJB Ruth Road\Stavridis.rck Page 3 of 9
;Section`
laris
fi fFri®
Itifi
.Verieil'
#" gaming u
/Rgli=ln ins ctn --- - Com e
nt
P _ p tri s/Ass`ump :
tion's '
_ _
402.1.1, Glazing U-factorM1(area-weighted U- vY� U-` ,❑Complies .See the Envelope Assemblies
402.3.1, s average). ;❑Does Not table for values.
402.3.3,
t 402.5 ;❑Not Observable
[FR2]1 ;❑Not Applicable
303.1.3 'U-factors of fenestration products`-- _° _F . _ -" _
❑Complies ;Requirement will be met.
[FR4]1 -are determined in accordance Y = "`' '`� ❑Does Not
with the NFRC t ^ V "": .;,
V, R est procedure or €s £; '`�; ;❑Not Observable
default table. ,`'- :':; F-
taken from the efa t _ .`,w - :. -- _�:
4 '�<:r f m' LL_ .❑Not Applicable
402.4.1.1 :Air barrier and thermal barrier
'' ❑Com lies i Requirement a met.
;.. , µ T << ,. P q ment will b
[FR23]1 'installed per manufacturer's - ,-, = e" :_� __ `❑
instructions.
`-'��t•_���_° " - _ =r% • 'µ � rv�'Ps�''❑NotObservable '
F,�p,k.^�J. � ';',���: - '�_ �i-.❑Not Applicable -
402.4.3 Fenestration that is not site built x` " < -' ''"-,- ''tt y ` ❑Comp i s
FR20 1 :is listed an °`- � `'' -- � ���-_'�'�"�--`''��-?> � �`� I�e ;Requirement will be met.
[ l d labeled as meeting fi: -,' '+ ❑Does Not
=AAMA/VVDMA(CSA lol/I.S.Z/A440 ,,
;or has infiltration rates per NFRC _` ❑Not Observable
;400 that do not exceed code "�- "" "" ` '` "'=j❑Not Applicable
limits.
_ u_X,.� , - °,•z._t_,',r.
}
ties
Requirementuirement will be met.02 ;; ❑Com 4 " ted recessed lighting fixtures _
[FR16] sealed at housingfinteriorfnish ' ❑Does Not
and labeled to i d tate<2.0 cfm
r P ❑Not Observable
°leakage at 75 Pa. _ ; :,=,r e 3`= r
}[]Not Applicable
403.3.1 ;Supply and return ducts in attics ; ❑Complies ;Requirement will be met.
=r:.
I insulated =R-8 where duct is `' ---v= "'"`"
;in I ated> '_ :;rK F �' P' =°❑Does Not
FR12h
9 ;>=3 inches in diameter and>_ _ •` x. ;,a;
4-)
'R
-6 where c 3 inches.Supply and', 4rv' 'Ri-Y'y_" ❑Nat Observable '
T; " ❑Not Applicable '
return ducts In other portions of PP
the building insulated>=R-6 for ;
diameter>=3 inches and R-4.2
=for¢3 inches in diameter.
403:3:5 ,Building cavities are not used as ;❑Complies ;Requirement will be met.
[FR15]3_ 'ducts or
plenums. .�.a'-,� "❑
Does Not
a. t ❑Not Observable
'
❑Not Applicable
40°.fA7 :,HVAC piping conveying fluids R- v R- ;❑Complies 'Requirement will be met.
[FR17j?,'-:-,above 105 QF or chilled fluids r ❑Does Not
. below 55-OF are insulated to>_R- ;
> �3 ',❑Not Observable
;❑Not Applicable
403.4.1 ;Protection of insulation on HVAC
❑Com lies =Requirement will be met.
[FR2411 :piping. ;`•;Y _:;_; -a r A n„W z❑ p j
u ; :'� ,.TMF mw, Does Not
V E =❑Not Observable
.k..si*z, s >.❑Not Applicable
403:5;3 `,i Hot water pipes are insulated to R- R- ;❑Complies °Requirement will be met.
;❑Does Not
'❑Not Observable
t =; []Not Applicable
Automatic or gravity ty dampers are',
. W.
Complies 'Requirement will be met.
[FRT_9]Z `'installed on all outdoor air a.ty° - - "4r f : >,- ❑
Not
3-r- intakes and exhausts.
❑Not Observable
'[]Not Applicable i
Additional Comments/Assumptions:
1 I High Impact(Tier 1) !°2 Medium impact(Tier 2) 3 Low Impact('Fier 3)
Project Title: STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: FAC21Projects\2018XMMXV111 10 CJB Ruth Road\Stavridis.rck Page 4 of 9
i
,
I
I
i
I
I High Impact(Tier 1) 2. Medium Impact(Tier 2) 3Low Impact(Tier 3)
Project Title: STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: F:1C21Projects120181MMXVII1 10 C)B Ruth Road\Stavridis.rck Page 5 of 9
T',_16nS'4eiii 4"'
ssump jons-,�
*et Red
gulatiolffivgpe on-
e Corn It-
---77
3011 "i All installed insulation label Q plies Requirement will be met.
sta ed ns is ed
J
N13 or the installed Rvalues
Does Not
provided.
Observable
UNot Applicable
402.1.1, ',Floor insulation Rvalue. R- Tkomplies ;See the Envelope Aasemblles7_
402.2.6 `� I
❑ Wood table for values.
JIN112 E] Wood :Oboes Not
E] Steel El Steel .-[]Not Observable
:E]Not Applicable
303.2, !Floor insulation installedper
'T]C omplies Requirement will be met.
402.2.7 manufacturer's instructions and
[]Does Not
[IN2]1 in substantial contact with the
(6-0 underside of the subfloor,or floor '0Not Observable
I
framing cavity insulation is In V,
E]Not Applicable
contact with the top side of
sheathing,or continuous
J
:insulation is installed on the
underside of floor framing and
a
extends from the bottom to the
top of all perimeter floor framing
N�_
;members.
402.1.1, Wall insulation R-value.If this is a R- R- DComplies See the Envelope Assembles
402.2.5, mass wall with at least'A of the ;Oboes El Does Not
table for values.
402.2.6 'wall insulation on the wall ❑ Mass E] Mass
[IN3]1 exterior,the exterior insulation UNot Observable
Steel Steel 11Not Applicable
(41 requirement applies(FRIO).
b
303.2 Wall insulation is installed per Requirement will e met.
[IN4]1 manufacturer's instructions. -"AllDoes D Not
ONot Observable
[]Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) Medium Impact(Tier 2) 3]Low Impact(Tier 3) J
Project Title: STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: F:\C2\Projects\20I8\lV1MXVII110 CJB Ruth RoadkStavridis.rck Page 6 of 9
Section
Pla�as.Verified Field-Verified.'
#`.., 'Fieiehlnspecti®n Provisions-' LC�mplies?`_ Comments/ASIS tions
&Itetga� _ `' lfalcis ` Vaiiie":r
402.1.1, 'Ceiling insulation R-value. R- R- ;❑Complies 'See the Envelope Assemblies
402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not `table for values.
402.2.2.
402.2.6 ❑ Steel ;❑ Steel ;❑Not Observable
[Fll]1 ;❑Not Applicable ,
303.1.1.1,;Ceiling insulation installed per F= -,u G, .- ''' = _°''' `:_ -::❑Complies 'Requirement will be met.
303.2 I manufacturer's instructions. G-f ❑Does Not
every
[FI2]1 Blown insulation marked eve
' ' Not Obs
€300 ft-1. a _- -- -' ❑ ervable '
❑Not Applicable
Ventedattics with air permeable w,❑Complies Requirement will be met.
[FI22J .. insulation include baffle adjacent ❑Does Not
i to soffit and eave vents that
'i extends over insulation. ;': _ _ ❑Not Observable
_,,[]Not Applicable
402.2.4 ;Attic access hatch and door R- R- []Complies ;Requirement will be met.
[FI3]1 :insulation ?R-value of the :[]Does Not
;adjacent assembly.
;DNot Observable
❑Not Applicable
402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met.
[FI1711 'ach in Climate Zones 1-2,and ;❑Does Not
<=3 ach in Climate Zones 3-8. j f
'❑Not Observable
i❑Not Applicable
403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ;Requirement will be met.
[F1411 ;cfm/100 ft2 across the system or = ft2 ftz ❑Does Not
<=3 cfm/100 ft2 without air
;handier @ 25 Pa.For rough-In UNot Observable
tests,verification may need to ;ONot Applicable
;occur during Framing Inspection. i
403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met.
[F12711 ;determine air leakage with ft2 ftz ;[]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
I including the manufacturer's air
handier enclosure.
403.3.2.1 ,Air handler leakage designatedy
}❑Complies ;Requirement will be met.
[F12411 'by manufacturer at<=2%of
c ;_ , ;"; `,;;;K "_� 3❑Does Not
design air flow.
❑Not Observable '
= ❑Not Applicable
403.1-.1- j Programmable thermostatsx "^ =
[FI9j2 installed for control of primary 4 _ } ' T]Complies Requirement will be met.
- - _ _'•heating and cooling systems and ' _ _ []Does Not
Y.`
Itnitiatty set by manufacturer to f" _ _ - _ _ , `❑Not Observable
"[]Not Applicable
code specifications. r�, y' 'r ' `
_x _
403.1:2 -'j Heat pump thermostat installed bt " ',,[]Complies ;Requirement will be met.
[FI1Ql2 ;-,on heat pumps.
❑Does Not
- :�-1,❑Not Observable
"-',❑Not Applicable ,
5 f Circulating service hot water
❑Com lies
Requirement t
will be met.403:
[FI1 _sysemsaveautomatic or ❑Does Not
accessible manual controls.
„'❑Not Observable
:,❑Not Applicable
1 High Impact(Ter 1) :2,: Medium Impact(tier 2) 3 Low Impact(Tier 3)
Project Title:STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: FAC2\Projects12018\MMXVIII_10 CJB Ruth Road\Stavridis.rck Page 7 of 9
- ## _1' = Plans Verified Field Verified
Fina@ @nspection Provisions Value Value Complies? Comments/Assumptions
403.6.. ;All mechanical ventilation system ,❑Complies Requirement will be met
[F.125] fans not part of tested and listed t❑Does Not
HVAC equipment meet efficacy r: ❑Not Observable
;and air flow limits.
.,[]Not Applicable
403.2 `:' _'Hot water boilers supplying heat " []Complies Requirement will be met.
[F126]2 through one-or two-pipe heating i. ?❑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.
[F12912-- ` 4 have a circulation pump.The ° ❑Does Not
system return pipe is a dedicated ❑Not Observable
return pipe or a cold water supply.-:`4
}pipe.Gravity and thermos- ❑Not Applicable '
syphon circulation systems are ` 4
f not present.Controls for _
- ;circulating hot water system
.;pumps start the pump with signal,
'for hot water demand within the "
- -
'occupancy.Controls ,' t
automatically tum off the pump
when water is in circulation loop
is at set-point temperature and
no demand for hot water exists. y
,403.51.2 ;Electric heat trace systems z - I❑Complies Requirement will be met.
[F129]2 comply with IEEE 515.1 or UL '❑Does Not
515.Controls automatically ; j
adjust the energy input to the i 4❑Not Observable
heat tracing to maintain the w F" i❑Not Applicable c
desired water temperature in the
piping. ;
403.5.2. ;Water distribution systems that - ;❑Complies ;Requirement will be met.
[F130i2 {have recirculation pumps that ❑Does Not
;pump water from a heated water
;supply pipe back to the heated !-` _ Z❑Not Observable
water source through a cold , ❑Not Applicable ,
water supply pipe have a -
demand recirculation water
;system.Pumps have controls
that manage operation of the
i pump and limit the temperature
of the water entering the cold = 5
water piping to 1044F.
403:5.41 Drain water heat recovery units ;❑Complies :Requirement will be met.
[FI3I]2tested in accordance with CSA _ - ;❑Does Not
B55.1.Potable water-side = ,F
;pressure loss of drain water heat S ; y❑Not Observable
recovery units<3 psi for ;[]Not Applicable
individual units connected to one
:I or two showers.Potable water- !;
F side pressure loss of drain water
heat recovery units<2 psi for
';individual units connected to
three or more showers.
404.1 75%of lamps in permanent _ ❑Complies :Requirement will be met.
[FI6]1 .fixtures or 75%of permanent M ' '❑Does Not
:fixtures have high efficacy lamps.
;❑Not Observable
Does not apply to low-voltage -'
y'
lighting. _ []Not Applicable
404.1.1 , Fuel gas lighting systems have `^ - - T❑Complies ;Requirement will be met.
[FI23]3 no Continuous pilot light. = . .. . . ❑Does Not
,❑Not Observable
_
[]Not Applicable
1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: STAVRIDIS RESIDENCE Report date: 06/13/18
Data filename: F:\C2\Projects\2018\MMXVIII_10 CJB Ruth Road\Stavridis.rck Page 8 of 9
2015 MCC Energy
f Aft Efficle' ncy Certificate
Insulation Rating
Above-Grade Wall 0.00
Below-Grade Wall 0.00
Floor 19.00
Ceiling/Roof 0.00
Ductwork(unconditioned spaces):
D.•
Window 0.29 0.30
Door
CoolingHeating &
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
r EX STING CONDITIONS CHECK LIST
THE EXISTING MECHANICAL SYSTEM IS
A EQUATE TO HANDLE THE ADDITIONAL LOADS
Cn°°5e one IMPOSED BY THE NEW ADDITIONS / ALTERATIONS
f
i E3 THE EXISTING MECHANICAL SYSTEM WILL BE
UPGRADED TO
(EG. OIL FIRED HOT AIR UNIT....GAS FIRED HYDRONIC.....)
[] THE EXISTING ELECTRICAL SERVICE IS
ADEQUATE FOR PROPOSED ADDITIONS /
:hoose one ALTERATIONS
THE EL CTRICAL ERVICE I O BE UPGRADED
TO
j] THE EXISTING SANITARY, SYSTEM IS ADEQUATE
hoose oneTO HANDLE THE TOTAL ## OF BEDROOMS PROPOSED
(AS PER S.C.B.O.H. REGULATIONS)
THE EXISTING SANITARY SYSTEM WILL
REQUIRE S.C.B.O.H. APPR VAL FOR THE INCREASE
OF BEDROOMS
�-. THE EXISTING-RESIDENCE IS CONNECTED 11-0
THE SEWER DISTRICT (PROOF REQUIRED)
L) THE- EV -15 AID
SUPPORT THE NEW LOADS IMPOSED BY TETE 2ND
STORY ADDITION(S) INCLUDING UPLIFT AND SHEAR
(PROOF/ CALCULATIONS MAY BE REQUESTED BY BLDG. DEPT.)
PROJECT- �APP CA O
` ADDRESS 1
aSD AIR
TO BE SIGNED S4 sEpy�'�T��
D AND SEALED
- T
. . � V
- I
GENERAL NOTES : - I
DRAWING INDEX- ---
Q Q ,
IU tip.
. �
WOODS AND P A5TIGS: Gl-A55. WINDOWS AND DOOR5: STAIRS: _ 1 y "s ,•�iY � '
GENERAL CONDITIONS: I. _ALL WINDOWS SPECIFIED IN sGHEDLiLE ARE TO RAVE LAW-E INSl1LA,IN6 GLA55 WITH I. ALL STAIRS SHALL BE M1AN11FACTURFD A5 NOTED oN,HE GONSTREGTION DOGEMENrs. T-1 TITLE SHEET
I. THE CONTRACTOR SHALL CARRY WORKER'S GOMPENSATIDN AND GENERAL I. PROVIDE ROUC�M LUMBER AND PLYWOOD IN STANDARD DIMENSIONS.
LIABILITY INSURANCE OR AS REQUIRED BY LOCAL JURISDICTION. MOISTURE CONTENT SHOULD NOT BE MORE THAN Ig% THERMALLY BROKEN FRAME SYSTEM,UNIE55 OTHERWISE SPECIFIED,WITH FIBERGLASS
2. PROVIDE ALL NECESSARY ROlU6Hl HARDWARE IN SIZES AND QUANTITIES SCREENS A5 INDICATED. PLUMBING: - \`,, �'HD �Q
N 1 CODE TABLES & NAILING SCHEDULE �'�. 1%
2. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INGI.IDIN6 2. 61A55 SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER GA.EARANGC-5 ARE '�. '� 4`
BUT NOT LIMITED TO FORM-WORK,BLOCK,FRAMIN6,NAILING,PLAGIN6 OF REQUIRED BY LOCAL CODE OR APPROVED BY ARCHITECT. PROVIDEDI. SYSTEM
AS I SHALL INSTALL COMPLETE DOMESTIC,WATER SUPPLY AND SANITARY
3. USE FINISH OR CASINO NAILS FOR EXPOSED WORK;USE TYPE "5" TRIM HEAD 3. ALL 5LIDINe 6LAS5 DOORS AND WINDOW 6LA55 WITH A SILL LE55 THAN 18'ABOVE SYSTEM H INDICATED.
CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 2. PROVIDE HOT AND col.D SHUT-OFF VALVES AT ALL FIXTURES. -
TO BE SURE THAT THEY ARE IN ACCORDANCE WITH THE DRAWIN&5, SCREWS FOR ATTACHMENT OF WOOD TRIM TO METAL 5TUD5, RUNNERS OR FINISHED FLOOR AND/OR AS REQUIRED BY GODS,SHALL BE INSULATED TEMPERED 3. WASTE PIPING TO HAVE GLEANOIITS AT ALL GHAN6E5 OF DIRECTION AND AT BASE OF N-2 STRAPPING & MISC. DETAIL S
SPECIFICATIONS, APPLICABLE CODES AND 6000 PRACTICE. FURRING. SAFETY 64A`'S• VERTICAL WASTES.
3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND 4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A 4. ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT A 6ORDANGE WITH 4. PROVIDE 4'CAST IRON PIPING THROUGH FOUNDATION WALL PITCHED MIN. 1/4'PER FOOT. d)
ORDINANCES. SATISFACTORY CONDITION FOR INSTALLATION. THE MANUFACTURER'S SPE-GIFIGATIONS. 5. TRAP/WAST'E SIZES FOR FIXTURES SHALL BE AS FOLLOWS:
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 6000 BUILDING 5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THE 5. ALL WINDOWS ARE ro BE CAULKED AND SEALED AS DB2 N.Y.S.ENERGY CONSERVATION DISHWA �' --
CODE REd11RENENT'5. � KITCHEN SINK 2' O � 111 a O
PRACTICES. PARTICULAR APPLICATION, INSTALL IN ACCORDANCE WITH MANUFACTURER'S b PROVIDE FLASHING PANS UND82 ALL SLIDERS,DOORS AND WINDOWS WITHIN 6 OF AN •
5. THE PREM
USES SHALL BE KEPT GLEAN AT ALL TIMES. FAGH DAY UPON MOST CURRENT PRINTED APPLICATION INSTRUCTIONS. EXTERIOR 5URFAC.E LAVATORY 1-,n A_1 FOUNDATION PLAN NOTES & DETAILS x
COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WASTE b. PROTECT FROM DAMAGE C OTHER TRADES WORKING ADJACENT TO T4� -►, ALL EXTERIOR R pppfLS ARE TO BE FULLY WEATHER STRIPPED. PROVIDE ALL HARDWARE TOILET LET 3'OR A5 PER RISER DIA6RAM-REFER TO RISER DIA6RAM O I LU LUV d) g
MATERIALS,TOOLS, RUBBISH, ETC.,GLEAN ALL 61A55 AND LEAVE WORK INSTALLATION, AND REPLACE DAMA6F�.7 SURFACES. A5 RECiUIRED.
MATERIBROOMGLS,T UNLESS OTHERWISE SPECIFIED. "1. REMOVE EXCESS ADHESIVE AND GLEAN SURFACES USING MANUFACTURER'S 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS AND 6UARAMEED BY 6. ALL VENTS TO BE 4"DIAL- T WHERE THEY PENETRATE THE ROOF, q-2 FLOOR PLAN & DETAILS - U H- _
b. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE RECOMMENDED SOLVENT AND GLEANIN6 PROCEDURES. THE MA14 FACTMZSZ FOR A PERIOD OF NO LESS THAN I YEAR FROM DATE OF FINAL " } 111 -- Z
COMPLETION 1. ALL SYSTi315 TO HAVE ONE 4 OR TWO 3 MAIN VENT STACK INCREASED TO 4 THROUGH , ,Z -1 - t- Q
I CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN 8. FILL IN ALL SEAMS WITH MANUFACTURERS APPROPRIATE DOLOR SEAM THE ROOF.
WRITING BEFORE PROGEEDIN6 WITH THE WORK AFFECTED BY SAME. COMPOUND. q. WINDOWS AT HABITABLE SPADES SHALL MEET ESRESS REQUIREMENTS AS STATED IN THE Q )- 3: U
H YS•CONSTRUCTION RULES AND REGULATIONS SECTION 114.1 a1bl c• 8. THE WATER SUPPLY T O SEKA6EHEALTH STANDARD SYSTEM SHALL COMPLY TO THE APPLICABLE q_3 SECTION A-A, E L E VAT I O N S, & DETAILS Z - < 1111
,7. DRAWINGS NOT TO BE SCALED, WRITTEN DIMENSIONS SHALL ALWAYS TAKE Cl. ENSURE THAT ANY AND ALL WOOD AND PLASTIC USED COMPLY WITH ALL lo. WINDOHS IN BLUILDINGS LOCATED IN WIND BOURNE DEBRIS REGIONS 02OMPH WIND ZONE QTY DEPARTMENT UM HEALTH STANDARDS AND R M APPROPRIATE
� Z }-� � � t
PRECEDENT. MUNICIPALITY REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED OR WITHIN I MILE OF THE OCEAN,BAY OR SOUND SHALL HAVE GLAZED OPENINGS q• APPROVAL OF ALL TOCo N6 MUST BE OBTAINED FROM APPROPRIATE LOCAL - - .- . -
GLARIFY INFORMATION AND RATINGS• PROTECTED FROM WIND BOURNE DEBRIS OR THE BUILDING SHALL BE DESIGNED ASA PRIOR AUTHORITIES PRIOR TO�. }- I
8. LARGE SCALE DETAILS ARE INTENDED TO � 10. PRIOR TO ORDERING,CONTRACTOR SHALL SUPPLY GUTS OF FIXTURES FOR OWNERS
THEREFORE SHOULD BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING WITH 10. REVIEW THE TENANT CRITERIA IN RE6ARD5 TO USING WOODS AND PLASTICS PARTIALLY ENCLOSED BUILDIN6 IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW APPROVAL. I - - - ,
THE WORK AS THEY TAKE PRECEDENT OVER SMALLER SCALE DRAWINGS. AND INSTALL NO SUCH MATERIALS MEN DEEMED UNACCEPTABLE BY THE YORK STATE.6LAZED OPENING PROTECTION FOR WIND BOURNE DEBRIS SHALL MELT THE 11. c.ONTRAGTOR SHALL NOT CUT JOISTS,5TUD5,OR OTHER STRUCTURAL MEMBERS WITHOUT
41 RESERVED LANDLORD/OWNER. IF THESE PLANS AND SPECIFICATIONS GALL FOR ANY REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E1gg6 ! ASTM EI6b6 FXGEPTION: THE APPROVAL OF THE ARCHITECT.
10. 05MA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFEGT AT ALL SUCH MATERIALS TO BE INSTALLED IN A SITUATION NOT APPROVED BY THE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/16"01.Irrrn)AND A MAXIMUM 12• UNDER6ROUND COPPER SHALL BE TYPE "K"COPPER.
TIMES DURING THE COURSE OF THE PROJECT. LANDLORD/OWNER,CONTACT THE ARCHITECT IMMEDIATELY. SPAN OF&(243&nM)SHALL BE PERMITTED FOR OPENINS PROTECTION ON ONE AND TWO 13. ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE. _7
I1. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO HAVE SAID SEALANT AND GAULKING AnTAGHNIiENNTIN66.PANEL-S SHALL BE PRECUT TO COVER HARDWARE PROVIDED.q A SHALL BEPROVIIDDEDI�IN WITM 14. PROVIDE FULL METAL STRAPS AND HANGERS TO ENURE PROPER INSTALLATION OF ALL
PIPING.
WORK BE FREE OF DEFECTS. I. PROVIDE NON-SAG SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL AC.GORDANGE WITH TABLE iZ302�.12 OR SHALL BE DESIF TO RESIST THE 15. WRAP ALL PIPING WITH INSULATION OF SIJr-FICIENT THICKNESS TO SATISFY THE
12. CONTRACTORS SHALL REVIEW ALL SHOP DRAWIN65 PROVIDED BY SUB SPECIFICATIONS TTS-1543 OR FS TT-5-230 TYPE '11",GLASS "Al. PROVIDE COMPONENTS AND C-ADDIN6 LOADS DETERMINED IN AC60RDANCE WITH THE PROVISIONS ENGINEERING REQUIREMENTS FOR HEAT FLOW,VAPOR FLOW AND NEATHHR-PROOFING IN
CONTRACTOR FOR GOMPLIANGE TO THE CONSTRUCTION DOCUMENTS AND AGOUSTIGAL SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING OF THE BUILDING CODE OF NEW YORK STATE. AGCORDANGE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES
THEN SUBMIT SAID APPROVED DRAWIN65 TO THE ARCHITECT FOR SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM CIO% SOLIDS. USE AT CARPENTRY 4 LUMBER: HAVING JURISDICTION. N
Awa-• ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACZORDANGE WITH RESIDENTIAL GODS OF ELECTRICAL: SITE INFO LOCATION MAP
13. NO SUBSTITUTIONS SHALL BE MADE EITHER DURING BIODIN6 OR AND WINDOW FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY NEW YORK STATE AND ALL LOCAL CODES HAVING JURISDICTION AND WITH THE NATIONAL
CONSTRUCTION WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT ALL SEALANT MANUFACTURER FOR THE SPL-GIFIG GONDITION5 AND SUBSTRATES. DE516N SPECIFICATIONS FOR 5TRE55 6RADE LUMBER AND ITS FASTENINSS. LUMBER 15 1. ALL WORK`.�flAL1'GOMf'1-Y WITH THE NATIONAL ELECTRICAL GORE AND ALL STATE,
INFORMATION NECESSARY TO EVALUATE SAID PRODUCT OR SYSTEM LOCAL,AND UTILITY COMPANY CODES AND REGULATIONS. 111 N 0 U
2. PROVIDE BAGKIN6 MATERIAL BY DOW 'ETHAFOAM" OR APPROVED EQUAL. SAD FURNISH®AND INSTALLED WITH ALL FASTENERS,ANCHORS,TEFL BOL BRIDGING, 2. CONVENIENCE OUTLETS SHALL BE LOCATED 12'ABOVE FINISHED FLOOR UNLESS
AGAINST THAT SPECIFIED PRIOR TO ING1a1DIN6 SAME IN EITHER THE BILL OR SADDLES,HANGERS,ETC.REQUIRED TOG SUPPLIED THE.TOB. ALL 5T�1.BOLTS
�� ����• APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN GONTIN)OlJ`' CONNG��I„b� ���SUPPLIED WITH,AND TI6HTEL�AGAINST STEEL OTHERWISE INDICATED. ALL SNIITGHES To BE LOCATED 42'ABOVE FINISHED FLOOR
BEAD`' FILLING ALL JOINTS AND VOIDS SOLID. SUPERFICIAL POINTING WITH � 61 Cq Ca
Cil t-
14. ALL DRAWINGS PROVIDED FOR THIS PROJECT BY THE ARCHITECT SHALL BE SKIM BEAD WILL NOT BE ACCEPTED. WAST E-R5 OR ATE`• J015T HAN6ER5 AND CONNECTORS AND HARDWARE MU5T BE �-�OIINERYNISE INDICATED A5 PER IXP)R3�CTIAL CODE OF NB^l YORK STATE. ' i^' O
THE INSTALLED IN ACCORDANCE WITH BUILDING CODE REG UIREMENT'S AND AS PER 3. SUPPLY RECOMMENDEDHAL15TPANS LAMPS IN ALL PONDER
-J
RETURNED UPON COMPLETION OF THE WORK. 3. ALL SURFACES SHALL BE ADEQUATELY GLEANED AND PREPARED IN 4. INSTALL HARD ST FANS IN BATHS AND RS THRO ROOMS DUCT ALL FANS N THE EXTERIOR ZONE: 840 REQ'D PROV'D *It �
15. BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BID FORMAT SHALL NOT MANUFACTURER'S SPEGAIGATIONS. WHERE FASTENERS ARE NOT AND SI SPECIFICALLY INDICATED 14 "�
AGGORDANGE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS PRIOR TO OR SPECIFIED,THEY SFiAI..L BE FURNISHED IN ADL-C�IUATE NJh�ER AND SIZE AND SHALL 5. INSTALL HARD WIRED SMOKE DETECTORS THROUGH-OUT A5 INDICATED AND A5 PER M Q -�►' N '�' N
BE CON5IDERFJD. COMPLY WITH THE NAILING SCHEDULE'A 247.1PANYING THESE RESIDENTIAL CODE OF NEK YORK STATE AND AT TOP OF STAIR. PROVIDE HEAT W N -10
INSTALLATION. DETECTOR AND CARBON MONOXIDE DETECTOR NEAR BOILER. SITE AREA 12,500 SF c4 .�
SITE WORK: 4. KITCHEN EQUIPMENT CONTRACTOR SHALL PROVIDE AND CAULK AROUND ALL SPECIFICATIONS. 6. SUPPLY&P.1.OUTLETS IN ALL BATHROOMS,6ARA6ES,AND KITCHEN AND ANY OTHER 1.1.1 lu
EQUIPMENT TO CREATE A GLEAN,TIGHT AND WATERPROOF SEAL. 2. ALL FRAMING,UTNE{,FLOOR JOISTS,HEADERS,WOOD POSTS,BLOCKING AND ALL ROOF PLACE WHL32E MOISTURE 15 PRESENT AND AS PER RESIDENTIAL CODE OF NEW YORK ' ' ---1 m ('t) L
I. 5TAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR. 5TAKIN6 AND RAFTERS,INTERIOR AND EXTERIOR WALL 5TUD5 SHALL BE DOU6LA5 FIR LARGE+#I F.Y. SET$AGK 35.0 4x.8 '7
STATE. }- `1
LAYOUT ARE TO ESTABLISH ALL LINES AND BENCHMARKS AND VERIFY ALL &RADE WITH AN Fb= 1000 PS.1.AND AN E=1,100,000 UNLESS OTHERWISE INDICATED AS � -o0
1. SEPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED.
GIVEN DATA ON DRAWINGS. IN CASE OF D15CREPANGY,RECEIVE GYPSUM WALL BOARD: SHOWN ON AGGOMPANYIN6 STRUCTURAL CALCULATIONS. 8. PROVIDE EXTERIOR WEATHERPROOF OUTLETS AS INDICATED ON PLAN. R.Y. SETBACK 35.0' 50.0' to LU }
CLARIFICATION FROM ARCHITECT PRIOR TO PROGEEDIN6. I. PROVIDE 6YP5UM WALL PANELS MANUFACTURED IN ACCORDANCE WITH 3. ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR EXPOSURE 01 GSX&RADE, q THE CENTER OF THE ELECTRICAL AND COMMUNICATION RECEPTACLE OUTLETS SHALL BE W M
2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65, 5TOCKPILE REQUIREMENTS OF ASTM 336. WITH EXTERIOR&L1UE,AND SHALL MEET THE RECAAREMENTS of THE LATEST EDITION of INSTALLED NOT LESS THAN 15'ABOVE THE FLOOR OR WORKIN6 PLATFORM. THE CENTER S.Y. 5ETBAGK 10.01 la•7' J X --1
TOPSOIL OBTAINED FROM STRIPPING BLUIL DIN6 SITE AND STOCKPILE ALL 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, ED6ES AND CORNERS. THE u5.PRODUCT STANDARD PS-1,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE 6R1P OF TI-IE OPERATING HANDLE of CONTROLS OR SWITGHE5 INTENDED To BE USED BY J Q N I--lU 'd 'd
3. WATER RESISTANT GYPSUM WALL BOARD SHALL BE 1/2' THICK TAPERED GRADE TRADEMARK OF THE AMERICAN PLYWOOD A6500A-nm SUB-FLOOR PLYWOOD THE OCCUPY OF THE ROOM OR AREA To CONTROL L16HIN&AND T.S.Y.EGE'TAGL.E '
3. NEW AND EXISTING BACKFILL MATERIAL AND TOPSOIL ARE TO BE FREE OF AND ROUNDED ED6E5 AND SHALL BE INSTALLED IN WET AREAS A5 TO BE 3/4'THICK AND ALL WALL PLYWOOD TO BE I/2'THICK. ALL ROOF PLYWOOD To OUTLETS APPLIANCES OR COOKING,MATINS AND VENTILATIN6 EGUIPMBNT SMALL NOT SETBACK 25.0 43.6
LL f
EXCAVATED MATERIAL AT THE SITE.
BE 3/4'THICK. NO 05B.TO BE U5E D WITHOUT WRITTEN PERM15SION FROM THE BE MORE THAN 48'ABOVE THE FLOOR. : : :: 1.1-1
NEEDS,TREE ROOTS, ROCK5 AND DEBRIS. INDICATED ON DRAWIN65. USE I/2 CEMEMTIT10U5 BACKER BOARD (MIN) ARCHITECT, MAX BLDG. HEIGHT 35.0 15 -10
• 4. ALL 5URPLU5 MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL BEHIND ANY TILE INSTALLATIONS. 4. ALL WOOD POSTS.RESTING ON TOP OF CONCRETE WALLS SHALL HAVE CLIP ANGLE MECHANIGAL: I x
- NC
SHALL BE REMOVED FROM THE SITE. 4. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM 6646 UNLESS OTHERWISE AHORAGE TO GONGRETE BASE. ALL Po5T5 RESTING ON Top OF STEEL BEAM SHALL 1. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK AND OTHER _ _ - - - -
5. PROTECT ALL TREES WITHIN 25' OF THE BUIILDIN6 AND THOSE AS INDICATED NOTED OR INDICATED. PROVIDE TYPE 'S' BUGLE HEAD SCREWS FOR HAVE CLIP AN61L-5 BOLTED OR HELDED TO THE FLANGES OFTHE STS BEAM. PROVIDE AFPLICABLE NATIONAL AND STATE GORES INCLLIDIN6 THE INTERNATIONAL MECHANICAL U
" 11 5. WOOD�KTTURRAL�L�S IN CONTACT WITH]`- 0 fir,CONCRETE OR EXPOSED To R.Y. 5ETBAGK (accessor ) 5.0' 17.6'
TO REMAIN WITHIN 50' OF CONSTRUCTION AREA - PROVIDE PROTECTIVE ATTACHMENT OF WALL BOARD TO METAL FRAMING AND TYPE 5 PAN HEAD CODE,A5HRAE 5TANDARD,INTERNATIONAL BUILDING CODE,THE INTERNATIONAL FUEL.6A5
CONSTRUCTION FENCING AT THE DRIPLINE OF ALL TREES TO REMAIN. SGRFJ^!5 FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. SHALL OSHA,COMP ASMI,ANSI,SMPLIC4,AND ASIAL C,
LRAND STANDARDS. ALL WORK y
b. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING (BACK FILLING) 5. PROVIDE ALL INCIDENTAL AND ACCESSORY MATERIALS, TOOLS,EQUIPMENT Ac THE�T5 MIST BE PRESSURE TREATED' RETENTION AND PEER BORNE
E SHALL ALSONCE COMPLY WITH ALL APPLICABLE LOCAL CODES,LA►�L5 RE6uLArIONS,AND : � - _ •
AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM AC.coRDANGE WITH THE AWPA STANDARDS GI AND G2 FOR WATER BORNE PRESERVhTIVE ORDINANCES S.Y. SETBACK (accessory) 5.0 5.1
ANY EXCAVATED WORK. TREATMENT. 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDIGATIN6 DUCT LAYOUTS,
-1. NO BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE WALL BOARD CONSTRUCTION INCLUDIN6 AGCE55 DOORS AND PANELS. 6, FASTS AND HAN6ER5,ETC.TO BE '51MPSON'OR APPROVED E G?UAL IN 512E AND c LOCATION,DUCT SIZES ETC. TO ARCHITECT PRIOR TO INSTALLATION. MAX HE16HT (accessor ) 18.0' 11.5'
INSTALLATION OF THE FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT 6. APPLY CONTINUOUS' BEAD SEALANT AT ALL JOINTS OF WALL BOARD GAUGES AS REQUIRED AND INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. MECHANICALCONTRACTOR TO REVIEW 5TRU4TURA-SHOP DRANN65 AND NOTIFY THE y
PROPER BRACING OF WALLS. NO MACHINES TO RIDE WITHIN 10' OF ABUTTIN6 ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENIN(5ARCHITECT OF ANY MEGHANIGAL AND STRUCTURAL DESIGN INTENT CONFLICTS PRIOR TO
FOUNDATION WALLS AFTER BACK FILLING 15 COMPLETE. AND OTHER PROTRUSIONS THROU61-I WALL BOARD WHERE SEALANT 15 1. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING J015T5 8'-O'O.G.MAXIMUM CONSTRUCTION. -
8. ALL BEARING 501L 15 A55UMED TO BE OF A SANDY WELL DRAINING MIX WITH EXPOSED. PROVIDE POLYSULFIIDE SEALANT WHERE UNEXPOSED. PROVIDE 5PAGIN6. SECURE BOTTOM OF BRID&N6 AFTER 5I)5FLOOR HAS BEEN NAILED. NO METAL 3. ALL WORK SHALL BE DONE IN A NEAT AND EFFICIENT MANNER AND 50 AS TO NOT
A MINIMUM SOIL BEARING CAPACITY OF I TON/SQ-FT- NOTIFY ARCHITECT IF ACOUSTIC SEALANT. CROSS BRID61N6 SHALL BE USED. N®LE55LY DAMAGE ANY PORTION OF WORK PERI--oRMM BY OTHERS. EXIST FIR5T FLOOR 1,3x4.0 5F.
SOIL CONDITIONS VARY FROM THOSE ASSUMED HERE PRIOR TO T. APPLY PRE-FILL COMPOUND TO JOINTS IN ACCORDANCE WITH INDUSTRY 8. ALL MIMENDTRY MATERIALS I BE INSTALLED AS PER MANUFAGTURi3i5
INSTALLATION OR COMMENCEMENT OF THE WORK. STANDARDS. APPLY EMBEDDING COMPOUND REINFORCIN& TAPE CENTERED ALLRECEXTERIOR
TOR HALLS
SPECIFICATIONS. EXIST SHED 208,3 S.F.
q. SITE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DE516NATFJD PARKIN& OVER JOINT;APPLY SKIM GOAT. AFTER TAPIN6 AND EMBEDDING COMPOUND q' WITH EXTERIOR WALL'S IT BE 2'x4. L 2'x6'a Tb' RE DOUGLAS FIR LARCH NI GRADE SECTION Dar GUARDS
WITH AN E=1,100,000 WITH I/2"GDX PLYWOOD COVERED WITH TYVEK FELT OR OTHER
AREA FOR WORK VEHICLES AND UNL.OADIN6 AREA SHALL. BE SET UP 50 AS 15 DRY,APPLY SECOND GOAT FILLIN6 AND TAPER FLUSH WITH SURFACE; APPROVED EGUAL., ALL WOOD STUD BEARIN6 WALLS AND PARTITIONS 5UPPORTiN6 8312.1 Guards. Porches,balconies,ramps or raised floor surfaces located more
TO MINfMIZE DISTURBANCE TO THIS SITE OR ADJACENT NEI6M5ORIN6 SITES. FIRE TAPE PENETRATIONS AT DEM151N6 WALLS, CORRIDOR ENVELOPE AND WOOD TRUSSES OR JOI5T5 TO BE CONSTRUCTED 50 THAT A STUD 15 LOCATED AT THE than 30 inches (162 mm) above the floor or grade below shall have guards not
10. ALL MATERIALS STORED ON 51TE SHALL BE ELEVATED FROM GRADE 50 AS OTHER RATED ASSEMBLIES. BEARING POINT OF EACH WOOD TRUSS OR J015T.UNLE55 NOTED OTHERWISE. less than 36 Inches (4114 mm) in height. Open sides of stairs with a total rise of TOTAL FLOOR AREA I 1,602.3 S.F. .
TO ELIMINATE CONTACT WITH WATER AND TO BE PROTECTED WITH TARPS. 8. PROVIDE FINAL FINISH THAT 15 SMOOTH,WITHOUT DIVOTS,BUMPS,BOWS OR 10. WOOD STUD WALLS OR PARTITIONS EXCEEDING 8'-O' IN HE16HT SHALL HAVE HORIZONTAL more than 30 Inches (762 mm) above the floor or grade below shall have guards
ANY OTHER SURFACE BLEMISH,AND READY TO RECEIVE PAINT. SMOOTH WALL BRID&IN6 OR BE ADEQUATELY BRAGFA AT INTERVALS NOT EXCEEDING 6'-0'AT not less than 34 Inches (864 mm) in height measured vertically from the nosing of lot coverage (20% MAX) 12.82%
CONCRETE AND FOUNDATION: FINISH TYPICAL,U.O.N. ON PLANS. THE 1/2 POINT VERTICALLY IN AN APPROVED MANNER _
H. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES, the treads.
I. ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST PAINTING AND STAINING: CHIMNEYS,BETWEEN FLOORS,FLOORS AND CEILINGS,AND ALL OTHER GONGEALM
STANDARDS FOR PLACEMENT OF CONCRETE AS SET BY A.G.I. SPACES. MAKE ALL JOINTS SMOKE TiGHT AS PER RESIDENTIAL CODE OF NEH YORK Porches and decks Which are enclosed with Insect screening shall be equipped
2. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES 1• PROVIDE PAINT FIN15 1 FOR BUILDING AND OTHER SURFACES AS STATE REWIREMEiNT5. with guards where the walking surface Is located more than 30 Inches (762 mm) .
F. AND RISING. SCHEDULED ON DRAWIN65 OR AS SPECIFIED HERE-IN-AFTER NO PAINT FINISH 12• MAXIMUM RISER HE16MT OF ALL STAIRS SHALL BE 1-3/4'AND MINIMUM TREAD SHALL BE above the floor or grade below.
OF MINIMUM 28 DEGREES FFROZEN SURFACES. I5 REQUIREDON: ITEMS HAVINS COMPLETE FACTORY FINISH, EXCEPT A5 q-1/2"PWS 1-1/8'N051N6,ALL IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK
MAY BE 5PECIFIED HEREINAF',DZ;PUTTY AND /OR SEALANT AT ALUMINUM STATE OR A5 SHOWN ON DRAWIN65. STAIR WIDTH BETWEEN HABITABLE SPACES AT ~
3, NO CONCRETE SHALL BEP. AND IS r
4. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE WINDOWS;NONFERROUS METAL UNLESS 5PECIFICALLY MENTIONED IN THE DIFFERENT FLOOR LEVELS,SHALL BE NOT LESS THAN V BETNttEN HANDRAILS OR 8312.2 Guard opening limitations. Required guards on open sides of stairways,
ARCHITECT. PAINTING SCHEDULE;STAINLE55 STEEL; INTERIOR OR EXTERIOR OF EXISTIN6 BETWEEN HANDRAIL AND A WALL. STAIRS TO A OR CELLAR SHALL BE NOT raised floor areas, balconies and porches shall have intermediate rails or .
5. ALL CONCRETE 15 TO BE MINIMUM 3000 P.S.I. FOR WALLS AND FOOTIN65, EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT LESS THAN 3'WIDE. ornamental closures which do not allow passage Of a sphere 4 inches (102mm)
3500 P.5.1. o 5LAB5 AT 28 DAYS UNL.E55 'THERWI5E SPECIFIED ON PLANS. BUILDIND, 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH 6000 TRADE or more In diameter.
b. PROVIDE ALL 5LEEVE-5 AND FOUNDATION VENT5 A5 REQUIRED BY NY•5•G.R.R. GRILLES AND DIFFUSERS. NO PAINT IS REQUIRED FOR INSULATING PIPING, PRACTICE,MANUFACTURER'S RECOMMENDATIONS AND IN CONFORMANCE WITH THE
EXCEPT WHERE F..XPOSED IN FINISHED NON MECHANICAL ROOMS. Exceptions:
7. PROVIDE Ol'3=0RMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS RESIDENTIAL CODE OF NF_l^1 YORK STATE,INGL.UDIN6 THE FOLLOWING, N
2X KEY BETWEEN THE FOOTING AND FOUNDATION WALL,A5 NOTED ON PLANS. 2• PROTECT WORK OF OTHER TRADES FROM DAMAGE AND DEFACEMENT1. LLI M
CAUSED BY THIS WORK. REPAIR ANY DAMAGE CAUSED BY THE WORK OF O.A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND c The triangular openings formed by the riser,tread and bottom rail a a guard 0 IP
8. PROVIDE WALL REINFORCIN& AS INDICATED ON THE PIAN. at the open side of a stairway are omitted to be of such a size that a sphere
q. ANCHORED BOLTS IN CONCRETE SHALL BE HOOKED 3/4' X 12" AT A MAXIMUM TH15 SECTION.
DI E_E_S OVE 6RILLLS, ESGUTG OHE N5,TRICAL OUTLET AND SHITC44 PLATES,RE615TER5, SERFAGE AS PER
URE�SSED AAIL N 5C+EDUK 5,AND BRACE,
PLUMB AND LEVEL ALL MEMBERS O ENSURE RIGIDITY � 6 inches(152 ffn) cannot passythrough. �
3' O.G. AND NO MORE THAN I'-O" FROM CORNERS. Z
I0. PROVIDE BITUMEN EXPANSION JOINTS BETVEEN SLA55 AND FOUNDATION HARDWARE, FITTIN65 AND FASTENIN66 PRIOR TO COMMENCING THE WORK. 13B. LAP JOISTS OR TRUSSES OVER BEARING BEAM TO 13E 5EGIIRED ToeETHER. SECURE 2, Openings for required guards on the sides of stair treads shall not allow a W
STORE GLEAN AND REPLACE UPON COMPLETION. BUTTED JOISTS WITH 1"WIDE BY I8"METAL STRAPS AND TWO 8d NAILS TO EACH sphere 43/8 inches (10-1 mm) to s throw Q
WALLS' 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL GONTRAGTOR IF ANY JOIST. p p� 91'x•
11. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING 13L. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST I-1/4 WIDE IN BOTH '� O
SURFACE TO BE PAINTED OR STAINED 15 FOUND TO BE UNSUITABLE TO
I CAPACITY OF I TON5/SQ.FT. OR AS PER 516NEO AND SEALED DESIGN SPECS. PRODUCE PROPER FINISH. APPLY NO FINISH MATERIAL ON AN UNSUITABLE DIRECTIONS FOR SEGURIN6 SUBFLOORIN6 DRYWALL,ETC.AND FOR 5URFAGES WITH MINION
OF A PROFESSIONAL ENOINIER,LICENSED IN NY.5. FRAMING MEMBLTLS,OR WITH 2'WOOD BIAGKIN&SECURED WITH AT LEAST TWO 8d W
12. PROVIDE WELDED WIRE MESH REINFORCING IN 5LAB5 AS INDICATED ON THE 4. FISURFACE
N SHH HORK SHALL BE UNIFORM, OF APPROVED GO OR,SMOOTH AND FREE MILLWORK AND CARPENTRY A5 REWIRED MADE SATISFACTORY. PROVIDE SOLID BLOCKINSP FOR CROWN IN65,CASING,BASa=TRIM OR OTHER W x UJ
DRAWINGS. FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR 13D. PROVIDE DOUBLE JOIST,AND HEADER AT WATER CLOSET DRAIN BENDS PLOT PLAN 1 : 20
13. ALL FOUNDATION WALLS SURROUNDING BASEMENT AREA SHALL BE COATED. y Z
CONTRACTOR TO ASSEMBLE A 4' HIGH X 8' LONG SAMPLE WALL INDICATED COLORS SHARP AND GLEAN. WHERE HIGH GLOSS ENAMEL 15 USED,LIGHTLY AND AT ALL VENT AND MECHANICAL OPETlIN65 2 OR MORE IN WIDTH UNLESS
FROM FOOTING TO BELOW FINISHED GRADE LINE,FOR ARCHITECT'S SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH GOAT. OTHERWISE DIRECTED BY ARCHITECT.
F-
5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) ONE GOAT TINTED PRIMER 13.E. ALL STUDS SHALL BE pROMMD AND 5ECERED To 5UPPORTIN6 MEMBERS IN STRICT LU 0
APPROVAL PRIOR TO GOMMENCIN6 THE WORK. ACCORDANCE WITH NAILING SCHEDULE' INCL.UDFJ7 IN THESE _ U
14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES (5 PER TRUCi ) TO BE SENT AND A MINIMUM OF (2) TWO GOATS FINAL COLOR GOAT,NNLE59 OTHERW15E SPECIFICATIONS OR A5 HEREAFTER NOTED, N IIx H
TO A TE5TIN5 LAB TO BE BROKEN OPEN AND TESTED AT'7, 14 AND 28 DAYS RECOMMENDED BY MANUFACTURERS SPECIFICATIONS) TO PROVIDE A SOLID, O.E.I. SECURE SOLE PLATES RUTH 16d NAILS 16'OZ.THROLUGH SLUBFL_OORIN&AND INTO LL E
RESPECTIVELY. NOTIFY ARCHITECT OF RIE5ULT5 WITHIN 24 HOURS OF UNIFORM AND DURABLE FINISH.ALLOW PROPER DRYING TIME BETWEEN FRAMTN6 OR BLOOKING.
OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING coAT5• 15.E.2. STUDS NOT TEAS THAN 2'X b"OR 2"X 4'• Ib' OCG.FOR EXTERIOR OR INTERIOR FF- Q �
THE VOLUME AND STRENGTH of CONCRETE DELIVERED EACH DAY. 6. DELIVER ALL PAINT TO JOB SITE IN UNOPENED CONTAINERS BEARING THE WALLS,RESPECTIVELY,DOUBLED AROUND OPENING AND TRIPLED AT CORNERS. NOTE: TH15 PROPERTY 15 LOGATED ~ 1- 'd
ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS, MANUFACTURERS LABEL,AND 5HOWIN6 PAINT TYPE, SHEEN AND COLOR. 131=3. PLATES AND BLOCKING TO BE THE SAME WIDTH H RELATED STUDS OR WID1B Z
15.
UNLE55 PERMISSION 15 OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO -7. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY REGOMMENDED BY THE 13.E5. FRAMING TO (2)2" NATE WITH THE WORK of OTHER TRADES. WITHIN ONE MILE OF THE COAST AND IS
13.E . PROVIDE TWO(11 2"X 4'WITH FULL LENGTH KING P05T STUDS AT THE END OF ALL
PLACEMENT OF SAME. MANUFACTURER FOR THE MATERIAL ON TO WHICH THEY WILL BE APPLIED. HEADERS UNLESS OTHERWISE NOTED OR APPROVED. THEREFORE WITHIN THE WIND BOURNE
PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR 131=.6. PROVIDE 50LID BEARING FOR ALL TRUSSES,JOISTS,RAFTERS,61RDER5,POSTS,ETC..
DEBRIS ZONE.
MA50NRY: PROPER APPLICATION OF THE PAINT. 131=:1, UNLESS NOTED OTHERW15E PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL
I. ALL CONCRETE BLOCK 15 TO HAVE 'UM-0-WALL" REINFORCIN& EVERY 8. ALL SURFACES TO BE PAINTED SHALL BE THOROUGHLY CLEANED, AND OPENIN65 IN 517E TO MATCH ADJACENT FRAMING.
SECOND COURSE. FILL TOP COURSE SOLID. ALL FOOTIN65 SMALL BEAR PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE 13.F. SUB-tL00RIN6 SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS,NAIL WITH 5 67 IMOD' E 100.00'
ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/5Q.FT_ VENTILATORS AS REQUIRED TO PREVENT BUILD-UP OF FUMES. 6d COMMON NAILS 6.OZ.ALONG SUPPORTED M&E5 AND lo'OZ.AT INTERMEDIATE _ _
2. MORTAR MIX TO BE ONE PART PORTLAND GEMENT,ONE PART LIME PUTTY, q. THOROUGHLY FILL ALL NAIL HOLES AND OTHER SERFAGE IMPERFECTIONS ��,BREAK JOINT'S IN ADJACENT COURSES,LOCATE END JOINTS OVERF r
AND SIX PARTS SAND,OR ONE PART MASONRY GEMENT AND THREE PRIOR TO SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF W AND�`�NAILS FLASH L SLIGHTLY BELAW SURFACE. uNVERLAYMENT, �D I
PARTS SAND. PROVIDE WELDED WIRE MESH REINFORCING IN WALL, OR AND APPLY PRIMER TO SURFACES REGEIVIN6 PAINT,OR STAIN WOOD. SAND ROOFWHERREQUIRED,SHALL BE SIMILARLY INSTALLED. tr
13.6. ROOF SHEATHING SHALL BE LAID WITH FADE&RAIN AT RIGHT ANGLES TO 5l1PpORTS,
FLOOR SLABS AS INDICATED ON DRAWINEG. ALL WOODWORK TO A SMOOTH AND EVEN FINISH BETWEEN GOATS. LOCATE END JOINTS OVER SUPPORTS,STA66M JOINTS,PROVIDE METAL "H'CLIP AT I I I 0
3. CONTRACTORS TO ASSEMBLE A W H16H X 8' LONG SAMPLE WALL INDICATING 10. PRIME ALL SURFACES WEIGH RECEIVE PAINT PRIOR TO APPLICATION OF JOINTS AT SIDES OR PANELS WHEN SPAGIN6 OF SUPPORTS I5 GREATER THAN 16"O.C. I n co
5. I N
THE EXACT EFFECT OF ANY MASONRY SURFACE,FOR THE ARCHITECTS FINAL FINISH, IN ACCORDANCE WITH MANUFACTURE-RS SPEGIFIGATIONS 13N. RURRIN6,WHERE REQUIRED TO BE TRUE To LINE,NOT OVER Ib'O.G.AND FASTENED a
APPROVAL,PRIOR TO COMMENCIN6 WITH THE WORK. 11. PRIME BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO
SECURELY TO SUPPORTING SERFAGE. � SHMSTC 5. 11 Eam
a
4. FILL ALL BLOCK 50LID UNDER ALL LINTELS WITH PORTLAND GEMENT FILL. INSTALLATION. FILL ALL CRACKS AND HOLES WITH PLASTIC WOOD OR ad5. PROVIDE BRICK VENEER TIES MOT 6ALVANIZED)m20" O.G.VERTICAL AND I6' PUTTY. THOROUC*LY GLEAN FURFACES AND APPLY NO FINISH UNLESS 14. ALL FLOORS TD BE COVERED WITH CARPET 5/40 HAVE ONE LAYER T 'COMFORTO.G. HORIZONTAL EACH WAY TIED INTO WOOD FRAME OR BACKER SURFACES ARE DRY AND FEADY FOR APPLICATION. SAND SURFACES OF BOARD"OR OTHER ,GUA VET iLE OR OVER IC LE SHALL FIAONE TO E COVERED O EBLOUG TRIM SMOOTH AND WIPE CLEAN PRIOR TO APPLYING STAIN COAT,OR PRIMER PH"OAK LYWOOD 5t»3RooRING TiLE oR Gt�AHMIG TILE SHALL HAVE ONE LhYER OF 3/4• �i E
6. PROVIDE WEEPHOLE5 AT APPROPRIATE LOCATIONS a 2'-O" O.G. FOR WOOD RECEIVING PAINT FINISH. 15, ALL LUH�i DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE I _ *01
ca
-1. MAINTAIN MINIMUM I' AIR SPACE BETWEEN VENEER AND WOOD FRAME WALL. 12. AT COMPLETION, TOUGH-UP AND RESTORE FINISH WHERE DAMACED AND WEATHER WITH A TARPAULIN OR HEAVY OAU SE PLASTIC. ALL WOOD MATERIAL SHALL BE �e3 I c Z
8. ALL STONE TO BE INSTALLED AS PER THE LATEST STANDARDS OF THE LEAVE ALL 5URFAGE5 IN 6009 AND GLEAN CONDITION. PROVIDE FOR ONE STOCK PILED ON WOOD DUNNAGE,IN A RELATIVE Y FLAT,I7RY AREA THE SAME q I 3 a:
BUIL.DIN6 STONE INSTITUTE (85.1 TOUCH-UP TRIP FOR ENTIRE PROJECT PRIOR TO OPENING. PROTECTION SHALL BE PROVIDED DURING SHIPPING AND IN5TALLATION. R EXIST O $ •o
41. PROVIDE POURED CONCRETE DEAFENING UNDER ALL FIREPLACE HEARTHS.
13. OTHER PAINT MAN)FAGTURERS MAY NOT BE SUBSTITUTED FOR THOSE 16. ALL TRIM TO BE ALLOWED TO ACCLIMATE TO 5URROUNDIN&HUMIDITY LEVELS IN HOUSE _i PATIO I D n`.
10. MAINTAIN 2" MIN. CLEARANCE BETWEEN FIREPLACES/CHIMNEYS AND SELECTED,REQUIRED OR RECOMMENDED. FOR A MINIMUM OF 2 WiSKS PRIOR TO INSTALLATION. CLIMATE CONTROL 5Y5T1�•15 : I
COMBUSTIBLE MATERIAL A5 PER RESIDENTIAL CODE OF NEW YORK 14. FINISH INTERIOR SURFACES AS SGHEDULID ON DRAWINGS EXCEPT AS WHERSHALE
BE INSTALLED AND OPE6TH FI DURING A OF
PERIOD.
MODIFIED AND SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER h N CES POSSIBLE,115E L LENGTH PIECES,FREE OF JOINTS,WHERE JOINTS ARE 23 b, r. I '� 1� Date Revision/Issue
STATE. NECESSARY.THEY SHALL BE INCONSPICUOUSLY LOCATED AND GUT INA SCARF JOINT
11. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN 5TRIGT APPROVAL•• IN 6ENERAL,LEE E66SHEL-L• SHEEN FOR WALL BOARD SURFACES, FASHION.
CONFORMANCE TO FIRE UNDERWRITERS SPECS. AND RESIDENTIAL CODE SEMI-GLOSS FOR HOLLAW METAL AND WOOD TRIM AND FLAT FOR 18. ALL JOINTS,BOTH MITER AND SCARF,TO BE 6LUED AND NAILED. I I I
OF NEW YORK STATE. DUCTWORK. 1q. ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND BACK AS PER _
12. PROVIDE RK LINES FOR L06KIT5 OR STARTER MANIFOLDS AS DIRECTED 15. WOOD FLOORING TO BE SANDED AND FINISHED WITH THREE (3) GOATS PAINTING SPECIFICATIONS TO FOLLOW.ALL JOINTS TO BE HEATHER CUT AND 6L.UED.
ON PLANS. PROVIDE LO&KITS FOR ALL PREFABRICATED FIREPLACES. POLYURETHANE. 20. LOCA I BEAMS SHALL HAVE A MINIMUM FEE TOP
E=2q,TOM 8:) WITH I/2"BOLTS EXIST 1-STY
CAONVERIAM
13. ALL STONE TO BE INSTALLED IN 2'-0' VERT) LIFTS ALLOWING SUFFICIENT NOTATED NOT CLOSER THAN 2•FROM THE TOP AND BOTTOM EDGE,UNLESS OTHERWISE
FRAME
TIME FOR MORTAR TO CURE. TRUSS JOISTS: NOTED.THERE SINAJ_t_BE A BOLT,BOTH TOP AND BOTTOM,2"FROM EACH END , D1^ELLIN6 I
1. ALL PREFAB TRUSS-JO15T5 ARE TO BE INSTALLED A5 P13R MANUFACTURERS lu I #170 i /
5TEEL: SPECIFICATIONS. INTERNATIONAL CODE COUNCIL ENERGY CONSERVATION CODE: = I 12V I i
1. ALL STRUCTURAL STEEL SHALL BE NFJ^I AND CONFORM TO ASTM A50 2. PROVIDE WEB STIFFENERS AROUND END 5UPpoRT5 AND UNDER ALL POSTS FROM FINISH o
2. THE DESIGN FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN FLOOR A5 PER MANUFACTURER'S SPECIFICATIONS. I. ALL WINDOWS SHALL HAVE AN INFILTRATION RATING OF 03 GFM PER FOOT OF PERABLE $I �asT swot rw x ,� I O Drawn By:
ACCORDANCE WITH THE LATEST EDITION OF THE AISC SPECIFICATIONS. 3. MINIMUM BEARIN6 DISTANCE TO 13E 2-1/40-5. PROVIDE RIM JOISTS AROUND PERIMEiER OF 1. ALL SWING TYPE AND SLIDING 61A55 DOORS SHALL HAVE AN INFILTRATION RATE
3. SHOP AND FIELD GONiEGrioN5 SHALL BE PIELDEED OR MACHINE BOLTED WITH ASTM A5 PER MANUFACTURERS SPECIFICATIONS. OF H ATI PER_SQUARE FOOT OF DOOR AREA 4 '()
A325 OR A-4g0 BOLTS WITH LOCK WA5F�R5. 2 cALL oNSERV�oN GODS. SHALL IST THE EFFIGIENGY STANDARDS OF THE NYS.ENERGY N ry '� G GARBONARO
4. PAINT ALL STEEL ONE SHOP COAT OR F4 5T INHIBITIVE PAINT AND FIELD TOUGH-UP WOOD FLOORING:
EXCEPT FOR AREAS TO BE WELDED. COLOR TO BE GRAY UNIE55 OTHERWISE DIRECT® 1. WOOD FLOORING MATERIAL TO BE SELECTED BY OWNER OR AS INDICATED ON PLANS. 3. ALL MECHANICAL SYSTEMS SHALL CONFORM To RESIDENTIAL CODE OF NEW YORK STATE, O
BY THE ARCHITECT. 2. WOOD FLOORING MATERIAL TO 13E STORED IN HEATED HOL15E FOR THREE(3)WOKS AND ALL LOCAL S CODES HAVING JURISDICTION. Z U�Q�
e,usr swot Project#
5. ALL STRUCTURAL WELDIN6 SHALL BE PERFORMED BY CERTIFIED WELDERS 1N PRIOR To INSTALLATION. FLooRIN6 To BE STORED IN A MANNER 50 AS TO ALLOW 4. DOMESTHEFWTIC,
HO SHALL MEET A MINIMUM REQUIRED RANGE OF 45 74 IT HOT 5 T I PAVBL orm�v,Y I N
COMPLIANCE WITH THE AMEZIGAN WH.SING 50CIETY 5TANDARD QUALIFICATION PROPER AIR FLAW AROUND MATERIAL AS PER MANUFACTURERS SPECIFICATION. 5. LDOHMESTIG HOT WATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER I I MMX1�1 I I-10
PROOEVURE. 3. WOOD FLOORING TO BE PLACED L005E ON GLEAN PLYWOOD SUBFLOOR FOR 24 HOURS TE"���`T TO 140 DEGREES F. /1
b. ALL WALL BEARIN6 BEAMS TO HAVE STANDARD AN6LE5,ANCHORS AND BEARIN6 PRIOR To FINAL INSTALLATION. 6. ALL NEW GONSTRUGTION SHALL CONFORM TO THE I G G.ENERGY CONSERVATION
ATED 2016 I
PLATES,MLE55 OTHERWISE NOTED ON DRAWIN6`.5. WOOD INTERIOR TRIM: 1. EXTERITOR HALL.SDAND ROOFS SHALL BE INSULATED. PROVIDE SOUND ATTENUATION
1. SUBMIT SHOP DRAWINeS TO ARCHITECT FOR ALL CONNECTIONS AND STEEL LAYOUT FOR I ylOOp TRIM TO BE A5 INDICATED ON PLANS. BLANKET IN ALL INTERIOR WALLS AND FLOORS COMMON TO BATHROOMS AND NOISE �' Scale
APPROVAL PRIOR TO FABRICATION. 2. P400D TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)HNEEKS PRIOR TO PRODUCTION ROOMS ) 0 AS NOTED
8. ALL STEEL TO BE CERTIFIED TO BE of THE SIZE SPECIFIED IN THE PLAN UPON DELIVERY INSTALLATION. WOOD TRIM TO BE STORED IN A MANNER 50 AS TO AL LOW PROPER AIR WALL 41 R-15 I
To ARCHITECT.
FLOW AROUND MATERIAL AS PER MANUFACTURER'S SPEGIFIGAT10N5. WALL b R-21
DECKING: 3. WOOD TRIM 15 TO BE APPLIED TO CLEAN SURFACE. CEILING q' R-50 I I / Date
I. ALL EXTERIOR FINISH DEGKIN&TO BE 5/4' X'5"TOO FIR DEGKIN6. PRIMED BOTH FLOOR 4" 8-30 J
SIDES PRIOR TO INSTALLATION AND 'BLIND'NAILS AND CLUED IN PLACE. 8. THE RAB10 OF ,THATOLAZI6 SQUARE FOOTAGE R 1NO O EXTERIOR WALL_SQUARE FOOTAGE
/ JUNE 10, 2018
2. ALL STRUCTURE FOR DEGKIN6 TO BE GGA PRESSURE TREATED LUMBER IN SIZES SHALL BE SUCH THAT THE TOTAL THERMAL RATING OF THE BUILDING ENVELOPE SHALL BE - - - - - - - - ��6�
INDICATED AND INSTALLED AS PER AWPA STANIOARDS. NO LESS THAN ZERO A5 SPECIFIED BY THE I,GG.ENERGY GON5ER1/AT10N GONSTRUGTION
3. ALL RAILIN65 TO BE MANUFACTURED FROM GRADE 'A"WESTERN CEDAR IN SIZES AND GORE 2016.
8.a. ALL.GLASS TO BE tNSULATED(.6gU). 1 . N 8"T° II'00' W 100.00' Sheet#
STYLES INDICATED.
8b. ALL DOORS TO BE INSULATED AND FfAVE WFATHBz�5TRIPPIN6(.40U).
q. REFER TO RES-CHECK FOR I.G.G.EZZ COMPLIANCE.
RUTH ROAD VIM
�.,,,,_:
TABLE 5 . 1 NAILING 5GHEDULE
4 "
W
GENERAL NOTES
1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS
O�RGUT TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION)
12-24 OF THE 2016 N.Y.S.CODE. ...........
HO AGK ......... ........... ,... ........:..
INSTALLED IN ACCORDANCE WITH CHAPTERS ;.,,:`: ;:;:': ::;::::: JOINT DESCRIPTION NAI
2.THE PLUMBING SYSTEM SHALL BE NS NUMBER OF NUMBER OF L SPACING
25-32 OF THE 2016 N.Y.S.CODE. COMMON NAILS BOX NAILS
...........
Z
AND WIRING SHALL BE INSTALLED IN ACCORDANCE
ELECTRICAL EQUIPMENT
3 EL ...: .... . ........:.:...:
FRAMING o a �
WITH CHAPTERS -42 OF THE 2016 N.Y.S.CODE.
WI 33 - _1
IU f- LL w
..;;_,..,:.:.: RAFTER TO TOP PLATE TOE NAILED - - U
ACCORDANCE . .. ... 3 IOd PER RAFTER
4.EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN C ;::.;,::...;:::::;:::;
•
._I XZ w
COMPLY WITH SECTION 08. "':':: °.,.... _ Q
U
WITH SECTION R613.5. ALL GLAZING IS TO R3 CEILING JOIST TO TOP PLATE (TOE NAILED) 3-ad 3 IOd PER JOIST o w w Ju cp
...........
. - -4 U +- w }_
..... . • } w - - z
AND EXTERIOR STAIRWAYS , »:` GEILING J015T TO PARALLEL RAFTER (FAGS-NAILED) 4-16d 4-
5.IN ACCORDANCE WITH SECTION R303.6,ALL INTERIOR
.. .. EACH LAP N Z
WITH A MEANS TO ILLUMINATE THE STAIRS,INCLUDING
SHALL BE PROVIDED Q �-
.. CEILING JOIST LAPS OVER PARTITION AGE-NAILED 4-Ibd w U
LANDINGS AND TREADS. .......:..... ....... Z
4-40d EACH LAP Z
COLLAR IE - - 4-12d Q Ill
6.IN ACCORDANCE WITH SECTION R807.1,AN ATTIC ACCESS OPENING SHALL BE °:„:.:,.,..
.... ,..; LL T TO RAFTER (FAGS NAILED) 4 10d PER TIE 1-
PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A VERTICAL HEIGHT OF
BLOGKING TO RAFTER (TOE-NAILED) 2-bd 2-10d EACH END '4
30"OR GREATER.THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"130"
AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.
RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-I6d EAGH END
7.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF
THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE I. APPLY VAPOR BARRIER, 2. APPLY 51LL STRIP 3. INSTALL WINDOW PER
WALL FRAMING
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE OUT CORNERS ON DIA60NAL MANUFACTURER'S WRITTEN
WITH SECTION R318. AND FOLD INTO OPENING INSTRUCTIONS TOP PLATE TO TOP PLATE (FAGS-NAILED) 2-16d 2-16d PER FOOT
8.WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION O
TOP PLATES AT INTERSECTIONS (FAGS-NAILED) 4-I6d 5-I6d JOINTS - EACH 51D Q
not GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER
STUD TO STUD (PAGE-NAILED) 2-I6d 2-I6d 24" O.G.
THAN 450 IN ACCORDANCE WITH SECTION R315.
::::: HEADER TO HEADER (FACE-NAILED) lbd
9.INSULATION SHALL HAVE A FLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND e
.................... :•;:
I6d I6 o c ALONG EDG 5 .. W N
ASMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE
ctl
; ', TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d 2-40d PER STUD ® Z r -=
WITH SECTION R316. '..:.:...:: „•:::.: r= 67 tc1 JU
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-I6cJ'� - --I
...
16C
2 PER FOOT
B INSTALLED IN ACCORDANCE WITH
lo.INTERIOR WALL COVERING SHALL E ENDJOIST OR BLOCKING AGE-NAILED)
COVERING SHALL BE INSTALLED IN .
SECTION R7o2 AND EXTERIOR WALL .......
aa;.::a:::.. ., tV
ACCORDANCE WITH SECTION R703•
Q z N cv .-
............... _
FLOOR FRAMING
RAMIN
G -.
W
LU
IN ACCORDANCE WITH SECTION R905.2. ct1 L
.. ..............
T SHINGLES SHALL BE INSTALLED ........... ...........::::::
11.ASPHAI; S :.. ('tl
..................
J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-bd 4-10d PER JOIST
12.IN ACCORDANCE WITH SECTION R321,APPROVED NUMBERS OR ADDRESSES
BRIDGING TO JOIST (TOE-NAILED) 2-bd 2-IOd EACH
SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE ,.' END lu
.. ..
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
lu
X
BLOCKING TO JOIST (TOE-NAILED) 2-bd 2-10d EAGH END 'd
°° =J
.,::.. � � lll � Q
ANC WITH SECTION 11. f{1 !L
S SHALL BE INSTALLED IN ACCORDANCE R3 5
13.STAIRWAY BLOGKING TO SILL OR TOP PLATE TOE-NAILED - -
( ) 3 Ibd 4 I bd EAGH B OGK
AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311.5.6. ...
LU
L �
LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d 4-I6d EACH JOIST Q
J015T ON LEDGER TO BEAM (TOE-NAILED) 3-bd 3-IOd PER JOIST
4. APPLY JAMB STRIP5 5. APPLY HEAD 5TRIP b. FOLD VAPOR BARRIER
OVER HEAD 5TRIP AND BAND J015T TO J015T (END-NAILED) 3-I6d 4-I6d PER JOIST
WIND UPLIFT DESIGN TAPE OVERCUT 5EAM5 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-I6d PER FOOT I
WOOD FRAME CONSTRUCTION MANUAL 1
FOR ONE&TWO FAMILY DWELLINGS(2015 EDITION) HOUSE WRr�P I NST�LLI�T1 ON DETAIL
2" ROOF SHEATHING
-SECTION 3.2.1.7 SILL PLATE TO FOUNDATION �--
RU
-TABLE 3.2,3.2A-c 5TGTURAL PANELS ad IOd 6" EDGE / 6" FIELD
-SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION
OABLE ENDHALL RAKE ad IOd 4" EDGE / 4" FIELD
-TABLE 3.41
-SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY DIAGONAL BOARD 5HEATHIN6
-TABLE 3.4,3.413
I
-SECTION 3.2.3.1 HOLDDOWNS "X6" Or I"Xb" 2-6d 2-I0d PER SUPPORT
-TABLE 3.17F TABLE R3o1.2.1.2
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE S- �-I-� I NIO" or WIDER 3-bd 3-IOd PER SUPPORT
-TABLE 3.7 FOR WOOD STRUCTURAL PANELS a �,b,c WINDOW`AHO E
-SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY PASS 5PAGIN6 )4" GDX I CEILING SHEATHING
-TABLE 3.4,3.411 FASTENER 4 FEET 6 FEET PLYWOOD PANEL it
-SECTION 3.2.5.1 RIDGE STRAPS TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN GYPSUM WALLBOARD sd COOLERS sd COOLERS 7" EDGE / 10" FIELD
-TABLE 3.6,3.6A <4 FEET
_ <6 FEET _ <8 FEET
2J'#6 - TYPICAL PRI )ILLE-n 4JOLE LOCATION WALL SHEATHING
WOOD
CI
TABLE 3.4B CREWS Ib' 12' pER WIhIDOW STRUCTURAL PANELS ad lod 6" EDGE / 6" FIELD
UPLIFT STRAP CONNECTION REQ 2}'#s FIBERBOARD PANELS
12
Q WOOD Ib" Ib' "
(ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) SCREWS � we bd3 - 3" EDGE / 6" FIELD
(PRESCRIPTIVE ALTERNATE TO TABLE 3.4) FOR SI: 1 INCH =25.4 mm, 1 FOOT=304.8 mm, 1 POUND=0.454 kg, 2r 2- bd, - 3" EDGE / 6" FIELD W d)
TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL 1 MILE PER HOUR= .44M/S p 6YPc" WALLBOARD 5d COOLERS 5d COOLERS 1" EDGE / lo" FIELD w 0 (11
FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) a.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH HARDBOARD ad ad 6" EDGE / 12" FIELD QW
X Ick
TABLE 3.48 SHEAR WALL5 RE515TIN6 UPLIFT AND AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. PARTICLEBOARD PANELS ad ad (SEE MANUFAGTU w 0 'Q
SHEAR b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL 2 O
"E%RIPTNE ALTERNATIVE TO TA13LE 3.4) PANEL. � DIAGONAL BOARD 5HEATHIN6 � W �
100YR WIND SPEED 3 SECOND 6U5T(MPH) 110 115 120 130 140 150 I60 CIO oo Id5 c.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL
I"x6" or I"xb" 2-bd 2-IOd PER SUPPORT
BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM IU 3: jIj
WOOD STRUCTURAL_PANEL SHEAR WALL TOP AND BOTTOM P ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS.
REQUIREMEN S NAILING REQUIREMENTS INTO" or WIDER 3-bd 3-IOd PER SUPPORT Z y n z
RON5 NAIL MAXIMUM ROOF 5PAN(FTJ3 TYPICAL \VI N DO\V PAN I-L FLOOR SHEATHING < 0 @ U
SHEATHING THICKNESS SHEAR WALL NAILING NAILS SPACING
z OC r :3
(IN 5TRUGTURAL PANELS > '-
1/I6' 05B OR 15/32 bd COMMON NAILS a 4' 14 3 36 32 24 12 - - - - - - TABLE R301.7 TABLE R301.5 I" OR LESS ad IOd 6" EDGE / 12" FIE N
01
H
PLYWOOD WITH SPECIES PANEL E06E SPACING 6 3b 32 24 12 - - - - - - ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY GREATER THAN I" lod I6d b" EDGE / 6" FIELD -1
OF PLIE5 HAVING C AND 12 FIELD 4 36 36 36 36 36 32 2b 20 I6 12 STRUCTURAL MEMBER
o.4q SPACING DISTUBUTED LIVE LOADS DIAGONAL BOARD SHEATHING �
3 36 361 361 36 36 36 1 36 36 32 24 ALLOWABLE (IN POUNDS PER SQUARE FOOT)
4 6 36 _ _ _ _ _ _ _ _ _ STRUCTURAL MEMBER DEFLECTION I"xb" or I"xb" 2-bd 2-IOd PER SUPPORT
LU
1/16'0513 OR 15/32 bd COMMON NAILS a b" 1 4 36 32 24 12 - - - - - - USE LIVE LOAD I"xl0" or WIDER 3-bd 3-IOd PER SUPPORT
Q
PLYWOOD WITH SPECIES PANEL EDGE 5PACIlN6 3 36 36 36 36 2b 20 I6 12 - - RAFTERS HAVING SLOPES GREATER THAN 3/12 ATTIG5 WITH LIMITED 5TORAgE 20 VO
OF PLIES HAVING 6> AND 12'FIELD 6 36 36 M M 25 20 I6 12 - - WITH NO FINISHED CEILING ATTACHED TO L/18o 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL
OA9 5PAGIN6 Z RAFTERS ATTICS WITHOUT 5TORA6t 10 SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING
4 36 36 36 36 36 36 36 32 24 20 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,
3 36 36 36 36 36 36 36 36 36 32 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITHOUT 5TORA6E WITH STAIRS 30
SHALL BE USED TO MAINTAIN THE LOAD PATH. `
6 36 - - - - - - - EXTERIOR BALCONIES AND DECKS 40 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED °
15/32 0513 OR IOd COMMON NAIL5 0 14 4. 36 36 28 20 12 - - FLOORS AND PLASTERED CEILINGS L/360 <
TO BE REDUCED TO 1-I6d NAIL PER FOOT. Q
PLYWOOD WITH 6'PANEL E06E 3 36 36 36 36 36 24 20 I6 12 - ALL OTHER STRUCTURAL MEMBERS L/24o FIRE ESCAPES 40 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL 66
SPECIES OF PLIES SPACING AND 12" 6 36 36 36 36 36 24 20 I6 12 - GUARDRAILS AND HANDRAILS 200 REQUIREMENTS. E
HAVING 610.4q FIELD 5PAGIN6 25 EXTERIOR WALLS WITH PLASTER OR STUCCO
36 36 36 36 36 36 36 36 32 24 H/360 c z
4
FINISH GUARDRAILS IN-FILL GOMPONEfiJTS 50 .•
3 36 36 36 36 3b 36 36 36 36 36 TABLE R402.2 3 0.
EXTERIOR WALLS-WIND LOADS WITA BRITTLE PASSENGER VEHICLE 6ARA6E5 scf' MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE
L/240 O a`
I. SEE AWG/AN51 5PEGIAL DE516N PROVISIONS FOR WIND AND SEI5MIG(50PW5) FOR PROPER DE516N AND FINISHES ROOMS OTHER THAN 5LEEPINC7 ROOMS 40 MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c)-
DETAILING OF WOOD STRUCTURAL PANELS USED TO RE515T COMBINED SHEAR AND UPLIFT FROM WIND
2.WHERE FRAMING HAS A SPECIFIC 6RAVITY OF(0.49 OR 6REATER,TABULATED MAXIMUM ROOF 5PA%5HALL EXTERIOR WALLS-WIND LOADS WITA FLEXIBLE SLEEPING ROOMS 30 TYPE OR LOCATIONS OF WEATHERING POTENTL�L' Date Revision/Issue
L/120CONCRETE CONSTRUCTION
BE PERMITTED TO$E MULTIPLIED BY 1.05,BUT IN NO CASE SHALL.THEY EXCEED A SPAN OF 36FT. Q FINISHES STAIRS NEGLIGIBLE MODERATE SEVERE
3.TABULATED VALUES FOR PLYWOOD A591ME PLYWOOD WITH A SPECIES OF PLIE5 RAVINE,A SPECIFIC �
6RAVITY OF OA9 OR 6REATER.FOR PLYWOOD WITH OTHER SPECIES,MULTIPLY THE MAXIMUM TABULATED ROOF r-o�SJBNOTM TO THE 20lb NYS.cove
NOTE:L=SPAN LENGTH,H=SPAN HEIGHT BASEMENT WALLS,FOUNDATIONS AND OTHER CONCRETE Bldg Dept copy from ZB
SPANS 8Y 0.90 Fina!reviewed docu ents
a THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT NOT EXPOSED TO THE WEATHER 2'500 2,500 2,500° DatZ5A : #
4.WOOD 5TRUGTLM PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND BOTTOM Date: / l
AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN.
PLATE BY 11/20 AND A SIN6LE ROW OF FASTENERS SHALL BE PLACED 3/4"FROM THE PANEL EDGE. Z b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE BASEMENT SLABS AND INTERIOR SLABS ON GRADE,
5.WOOD 5TRUGTURAL PANEL5 SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND BOTTOM cnNTn EVER
PLATE BY 11/24.ROWS OF FASTENERS SNAIL BE I/2' APART WITH A MINIMUM E06E DISTANCE OF 1/2 EACH ROW _ EXCEPT GARAGE FLOOR SLABS 2 00 2,500 2,500
SHALL HAVE NAILS AT SPECIFIC SPACING. O c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF Drawn By:
(V SUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR BASEMENT WALLS, FOUNDATION WALLS,EXTERIOR WALLS
SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR AND OTHER VERTICAL CONCRETE WORK EXPOSED TO 2,500 3pood 3,000d 0 GARSONARO
SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO
QCOVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120 WEATHER
LL. PORCHES,CARPORT SLABS AND STEPS EXPOSED TO THE dp dp Project#
1L
TABLE P,301.2(l) WEATHER,AND GARAGE FLOOR SLABS 2,500 3,000 3,500
LU LU CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA MMXV111-10
Fes- WIND DESIGN SUBJECT TO DAMAGE FROM ICE SHIELD FOR SI:1 POUND PER SQUARE INCH=6,895 kPa
GROUND SEISMIC WINTER UNDERLAY- FLOOD AIR A.AT 28 DAYS PSI. Scale
SNOW SPEED TOPOGRAPHIC WIND-BORN DESIGN FROST LINE DESIGN MENT HAZARDS FREEZING B.SEE TABLE R301.2(i)FOR WEATHERING POTENTIAL. J�IS NOTED
J LOAD MPH EFFECTS DEBRIS CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN
/l��
(MPH) Q ZONE ACCORDANCE WFFH FOOTNOTE D.
1 MILE CALL PLANS D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN
BOF 3 FT. MODERATE SEE 7 PERCENT. Date
20 psf 13oVULT NO FROM C SEVERE BFG TO HEAVY BELOW YES EXAMINERS 599 E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT.
COAST&FI L OFFICE JUNE 10, 2018
Sheet# '
•
,..., . .
o�
Q z
c� w
NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE DOOR JAMBS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
(SEE FLOOR PLANS FOR LOCATIONS) TABLES 3.213,3.2C,3.3A
NOTE: RIDGE TABLE 3.17E
NOTE:
ALL STRAPPING TO BE 1 1/4"X20 GAUGE STEEL OR BOARD TYPICAL TYPICAL
'SIMPSON' EQUIVALENT-CS20(COILED STRAP) ROOF
SECOND FLOOR ATTACHMENT FOR WIND SPLD SP01.2(1)SHT.N-1, SPACING CORNERS
ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL STUDS(ALL RAFTER (REQUIRED FOR ALL NEW CONSTRUCTION FOR SPEED
3'-0" O.G. (130 MPH) b" MIN.
STRAPPING SHALL BE INSTALLED AS PER MANUF.SPECIFICATIONS) AND SECOND FLOOR ADDITIONS)
ALL STRAPPING TO BE SPACED AT 16 O.C. LU
2'-6" O.G. 140 MPH 12" MAX. iQ IQ I-O
ALL TABLES REFER TO 2015 W.F.C.M.
COLLAR T1E 32" O.C.MAX. J Q X z 111
� @ O O Z O � wwVcn �
WHEN RIDGE IS STRAPPED. V Ul
L————— "SIMPSON" HD 8 SDS3 OR �' !LI — — z
AT RAFTER TO RIDGE CONNECTION C.T. @16" O.C.WHEN NO Q- • d • z --I Q
FOR RIDGE STRAP- 4-8d COMMON NAILS OR STRAPPING IS USED. "SIMPSON" PHD6 SDS3 - -
2-16d COMMON � N d) z O =
4-10d BOX NAILS IN EA.
END OF STRAP.-TABLE 3.6A NAILS @O.C.FULL LENGTH OF I.-6" OFOR PLAN
FOR ALT. COLLAR TIE- 4-lod COMMON NAILS OR ROOF 0 ENO STUD
e
4-12d BOX NAILS IN EA. 000
RAFTER NDWALL
END.-TABLE 3.6A ,1
``J &r SQ END 5/16"WASHERS ERS
NOTE: --- --- R
COORDINATE w/TABLE 3.4B SHT.N-1 CEILING DOUBLE SILL PLATE ON w
FOR ALL STRAP CONNECTION REQUIREMENTS JOIST Q
COPPER TERMITE SHIELD III
AT RAFTER TO TOP PLATE
"SIMPSON" HDQ8-SDS3 OR w/ SILL INSULATION �ua 4■/
I^
TO STUD CONNECTION _/ BO"SIMPSON" PHD6 SDS3 ° , z
z_
1-1/4"x20 GA. DIA.ANCHOR Q lU N U
BOLTS(TYP.)
FOR STRAP- (SEE TABLE 3.4B SHT.N-1) STL. STRAP OR - . e.• r
AT EACH END OF STRAP "SIMPSON" CS-20 FIRST FLOOR ATTACHMENT POURED CONCRETE (P go
ALL STRAPPING,ANCHORS,HOLD DOWNS,& —
FOUNDATION WALL
ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION q
FOR ALTERNATE- 14-10d NAILS AT EA.STRAP, MANUFACTURES SPECIFICATIONS. AND FIRST FLOOR ADDITIONS) •-
"SIMPSON" MTS 12 AS PER MANUF RS REQTS.
(TWO STRAPS TOTAL)
■ ILjll.l� ^ :3
(MEETS OR EXCEEDS UPLIFT
REQTS OF TABLE 3.4) - SECTION —
1 L
Ul}- _ U
NOTE: iv z "SIMPSON" HDQ8-SDS3 NOTE: UJ fa >_ ,•
_ 7 (2-STY.STRUCTURES)OR 1.) USE 5/8 DIA.ANCHOR BOLTS W/MINIMUM 7 J @ •-EMBEDMENT INTO < -j X —
FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR "SIMPSON" PHD6-SDS3 2-16d COMMON CONCRETE W/3"SQUARE x 5/16"WASHERS AND END NUT SETUP. ' 111 Q
JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" SHOE PL. (i-STY. STRUCTURES ONLY) NAILS @ 6" O.C.FOR 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED ii■ 1L
"LSSU210"ADJUSTABLE HANGER. SUBFLR. FULL LENGTH OF BY HOLD DOWNS FOR SHEARWALLS. Q 111
BLOCKING STUD 3.) ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO
RIM JOIST FLOOR @ ENDWALL n 12"MAXIMUM FROM ENDS AND CORNERS.
JOIS
AT STUD TO FLOOR ASSEMBLY T V
TO STUD CONNECTION
(ONLY APPLICABLE FOR TWO-STORY - TOP PL.
a
CONFIGURATIONS) q ° d SPLICING OF TOP PLATE
FOR STRAP- (SEE TABLED SHT.N-1) "SIMPSON" - Z d .° (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
AT EACH END OF STRAP MTS 16 N TABLE 3.21
7/8" DIA.THREADED ROD EMBEDDED 121/2"INTO
e
FOR ALTERNATE- 14-lod NAILS AT EA.STRAP, - CONCRETE W/ 'SIMPSON' ET(HIGH STRENGTH EPDXY
"SIMPSON" MTS 16 AS PER MANUF'RS REQTS. ADHESIVE)&FOR TEMPERATURES(O DEG.TO 40 DEG F) TOP PLATE SPLICE TOP PLATE SPLICE
(TWO STRAPS TOTAL) USE 'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE)
(MEETS OR EXCEEDS UPLIFT 1-1/4 xzo GA. REQUIREMENTS REQUIREMENTS
REQTS EFTS OF TABLE S STL.STRAP OR ONE STORY SLAB-ON-GRADE ALL OTHER CASES
"SIMPSON" CS-20
FOR SECOND- STRAPPING TO OVERLAP - Z Building Minimum Splice Building Minimum Splice
FLR.ADDITIONS FIRST&SECOND FLOOR Dimension(ft.) Length(ft.) Dimension(ft.) Length(ft.)
STUDS BY MIN. 12" SHOE PL. DOUBLE PORTAL FRAME
12'-0" 3'-0" 12'-0" 2'-O" .
SUBFLR. FIGURE R602.10.6.2 OI BLE PORTAL FRAME------- 16'_0 4'-O" 161-011 3'-O"
NOTE: (TWO BRACED WALL PANELS)
ALL CLIPS &STRAPS CAN BE.MOUNTED RIM JOIST FLOOR EXTENT OF HEADER
20'-0" 5'-O" 201-011 4'-0"
FROM EITHER ALL EXTERIOR OR ALL JOIST
INTERIOR,BUT NOT A COMBINATION OF BOTH. 241-00 6'-O" 241-011 4'-O"
SILL PL. IN16LE PORTAL FRAME—, 28 -0 1-0 281-011 5
CONE BRACED WALL) � II 51-0""
AT STUD TO FLOOR ASSEMBLYEXTENT OF HEADER 1— 1,
321-01151-011 32 0 6 O„ W N
TO SILL PLATE CONNECTION d • . .
36'-0” Q'-O" 361-011 -I'-O" V (P
FOR STRAP- (SEE TABLE 3.4B SHT.N-1) 401-011 III-on 40'-Of I-011
AT EACH END OF STRAP I ••• •• 6' TO 18' TYPICAL PORTAL FRAME CONSTRUCTIO 501-01, 13 O" UJ
50'-0" ITV'D"
FASTEN TOP PLATE HEADER WITH TWO y O 0
ROWS OF 16D SINKER NAILS A 3" O.C.TYP. FOR A PANEL SPLICE(IF NEEDED)PANEL 601-011 16'-0" 601-011 12'—O"
EDGES SHALL BE BLOCKED,AND OCCUR 1Ll W
W 1000LB STRAP OPPOSITE SHEATHING 70'-0" 19'-O" 70'-0" 14'—O"
= WITHIN 24' OF MID-HEIGHT.ONE ROW OF Q � :t U1FASTEN SHEATHING TO HEADER W/8D TYPICAL SHEATHING-TO-FRAMING NAILING 801-011 22'-0" 80'-0" 16'-0" f- z
STL. x20 GA. _ COMMON OR GALVANIZED BOX NAILS IN 3" IS REQUIRED. IF 2X4 BLOCKING IS USED,THE V y
STL.STRAP OR
"SIMPSON° CS-20 GRID PATTERN AS SHOWN AND 3"O.C.IN 2X4'S MUST BE NAILED TOGETHER WITH 3 TOP PLATE SPLICE LENGTH 0 u
- z
AT STUD TO FLOOR ASSEMBLY tV ALL FRAMING(STUDS,BLOCKING,AND 16D SINKERS 4 Z3
TO SILL PLATE CONNECTION o SILLS) MIN DOUBLE 2X4 POST 1.)TABULATED SPLICE LENGTHS ASSUME TOP PLAMTO- 40- > '^
MIN 2X4 FRAMING TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT,
FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING
(SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) 3/8"MIN THICKNESS WOOD STRUCTURAL MIN 1000LB TIE DOWN DEVICE SHALL BE REDUCED IN ORDER TO PROVIDE AN
FOR STRAP- (SEE TABLE 3.413 SHT.N-1) d PANEL SHEATHING EQUIVALENT NUMBER OF NAILS. Z ,w
AT EACH END OF STRAP .° • °° ° SEE SECTION R602.10.6.2 2.)TABULATED SPLICE LENGTHS ASSUME A BUILDING Q v+
q °
LOCATED IN EXPOSURE B OR C.
e
3•)TOP PLATES SHALL BE A MINIMUM OF STUD GRADE
MATERIAL.
MIN 42001.8 TIE DOWN DEVIGEi (EiMBl;DDi;D
INTO CONCRETE AND NAII. 4V INTO
FRAMING)
END VIEW SECTION
NAILING & STRAPPING AT 'EYP. PROVIDE RAFTER TO P
FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS KING ATTACHMENT WHEN
ALIGNED OR RAFTERS AND LYWOOD LENGTH 'L'J �s
KINGS TO PLATES m
DIAPHRAGM BRACING I STV/2 BEARING +i (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Z I
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE
SECTION 3.3.5&3.5.5 I I NAILING SCHEDULE 'B' : (2015 W.F.C.M.) —TYP. PROVIDE RAFTER TO RATIO LIMITS = HA_ <_3 I/2 c
"CRIPPLE" CONNECTION PLYWOOD NOT SHOWN o a
ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP FOR CLARITY
R,ID6E Notation DETAIL @LEFT Date Revision/Issue
Rough A B C D SOLID BLOCKING @ SEAMS
Opening ~
BLOGKIN6 2 BAY5 -TYP.STRAPPING _
--- -- -- ---- WALL SHEATHING TO BE NAILED
BACK ® 48" o-o. L DOUBLE 2x MIN. 2'-0" (1) 2x4 I I I NAILING AS PER 41 AS PER TABLE 3.1 SHT.N-1,2015
FOR HEADER OR BEAM
I i 4'-0" (I) 2x4 2 2 2 TABLE 3.4B SHT.N-1 J i-"�--I i i i � W.F.C.M.
ATTIC %" ROD REQUIRED
FOR STUy2 I THREADED ROD 6'-0" (2) 2x4 OR (1) 2x6 5 5 3 C AT EA. END OF STRAP
PLYWOOD
3z UJ 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 FOR NUMBER OF D COMMON NAILS @ 6"
JACK STUDS REFER O.C. EDGE&FIELD. Drawn By:
10'-0" (2) 2x6 4 5 5 A TO FLOOR PLANS Blnal Dept
pew d from doc}I�ZBA G GJ�RBON,dtRO
12'-0" (2) 2X6 5 6 6 B HOLD DOWN SEE DETAI BA File# 3
CNW COUPLER NUT THIS SHEET
Date1119
FIRST SECOND FL. Notations: Project#
MIN.EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO leo MMX\/l I I—10
AS PER MANUR DOORS)
TYP.STRAPPING
B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF D NAILING AS PER Scale
NOTE:
HEADER TABLE 3.4B SHT.N-1 1.SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, AS NOTED
BLOGKING 2 BAY5 -'1�-: aot AT EA.END OF STRAP
BAGK ® 48 o4. $ MIN.END DISTANCE C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS.
KING STUD TO END OF HEADER AT EACH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Date
EXCEPTION: AS PER MANUF. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD
WHEN 7M IC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE NOTE: PATH. .TUNE 101 201a
ENDWALL OR DIAPHRAGM BLOCKING NAIS NOT REQUIRED.SYSTEM S USED,ADDITIONAL ROOF HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP)
JACK STUDS TO END OF SILL(S)AT EACH SIDE(DOES NOT STEEL OR SIMPSON'EQUIVALENT Sheet#
APPLY TO DOORS) CS20(COILED STRAP)
RESIDENTIAL ENERGY EFFICIENCY NOTES: EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: WALL LEGEND
CHAPTER 4 OF THE 2017 INTERNATIONAL ENERGY SECTION R310 OF THE 2017 N.Y.S. CODE
CONSERVATION CODE R310.1: EMERGENCY E50APE AND RE50UE OPENING - EXISTING WALLS TO BE REMOVED V
REQUIRED.BA5EMENT5, HABITABLE ATTICS AND EVERY
------ SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE o o
-------------------------------- o
- 84012: COMPLIANCE.1 - PROJECTS SHALL COMPLY WITH SECTION R405 AND THE PROVISIONS OFw
OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.
r_J r-1 r-1 r-I r-1 r-1
5ECTION5 R401 THROU6H R404 LABELED 'MANDATORY'. EMERGENCY E50APE AND RE50UE OPENIN65 SHALL EXISTING WOOD FRAME WALLS TO REMAIN
I L°J I-°J L°J L�°J 1-°J L°J ( R402A AIR LEAKAGE . OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR
EX15T1N6 IO"AO"CONCRETE PIER, THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS COURT THAT OPENS TO A PUBLIC WAY.
EXISTING FOUNDATION WALLS TO REMAIN
I 36"BELow GRADE I R402.4.1 THROUGH R402.4.4. 8310.2: EMERGENCY ESCAPE AND RESCUE OPENINC75
I 1
SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN TH15
R403.1: CONTROLS. SECTION.
AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE NEW WOOD FRAME WALL GONSTRllGTION Z IF- z
I I HEATING AND COOLING SYSTEM. 8310.2.1: MINIMUM OPENING AREA. u- t 1 0
I I 8403.12: HEAT PUMP SUPPLEMENTARY HEAT. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL NEW FOUNDATION WALLS Q U +- (L4
I _ HEAT PUMP' HAVING SUPPLEMENTARY 8_EGTRIGRE515TANGE TEAT HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5 7 -1 X z U lU q
1 SHALL HAVE CONTROLS THAT,EXCEPT DURING DEFROST,PREVENT SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS O U 1111
I -REQUIRED BY TH15 SECTION SHALL BE OBTAINED BY THE } W .- - 3: z
I I p r SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT PUMP COMPRESSOR NORMAL OPERATION OF THE EMERGENCY ESCAPE AND - - NEW WALL ABOVE
1 GAN MEET THE HEATING LOAD. RESCUE OPENING FROM THE INSIDE. THE NET CLEAR z O W U Z
I I 84035.1: HEATED ED WATER CIRCULATION AND TEMPERATURE HEIGHT OPENING SHALL BE NOT LE55 THAN 24 INCHES d) Z LU
I I
MAINTENANCE
WATER
AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 DESIGN LOADS < -�
I HEATED WATER GIRGULATION SYSTEMS SHALL BE IN ACCORDANCE INCHES. d
I ( WITH SECTION R4035.1.1. HEAT TRAGE TEMPERATURE MAINTENANCE 8310.2.2 WINDOW SILL HE16HT.
SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION WHERE A WINDOW 15 PROVIDED AS THE EMERGENCY ROOF LOAD LLIVE LOAD =LOAD =25 LB/S.F..
I I R4035.12. AUTOMATIC CONTROL5,TEMPERATURE SENSORS AND PUMPS ESCAPE AND RE5CUE OPENING, IT SHALL HAVE A SILL
DEAD I I SHALL BE AC4E551BL.E MANUAL CONTROLS SHALL BE HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE TOTAL LOAD = 35 LB/S.F.
I READILY ACGE55IBLE. FLOOR, WHERE THE SILL HEIGHT 15 BELOW GRADE, IT
SHALL BE PROVIDED WITH A WINDOW WELL IN CEILING LOAD LIVE LOAD = 20 LB/15F. ■
840353: HOT WATER PIPE INSULATION. AGGOIRDANGE WITH 5EGTION 8310.2.3. DEAD LOAD = 10 LB/S.F. Q
HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM DERMAL R310.2.3: WINDOW WELLS. TOTAL LOAD = 30 LB/S.F. 0
RE515TANGE OF R-3. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE m W NR403cA
I ( NOT LESS THAN a 5QUARE FEET, WITH A HORIZONTAL FLOOR LOAD LIVE LOAD = 40 LB/SF Z dJ
II I .gA SNOW rD ICE�r MELTI SYSTEMSUPPLIED THROUGH ENERGY PROJEGTION AND WIDTH OF NOT LE55 THAN 36 INCHES. (5LEEPIN6 AREAS) DEAD LOAD = 10 LB/S.F. F � m ri
DRY KAa4 I I 5ERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS THE AREA OF THE WINDOW WELL SHALL ALLOW THE -i . , I
CAPABLE OF 5HU1TINS OFF THE 5Y5TEM WHEN THE PAVEMENTS
EMERGENCY ESCAPE AND RESCUE OPENING TO BE TOTAL LOAD = 50 LB/S.F.
I I I I I TEMPERATURE 15 ABOVE 50°F,AND NO PRECIPITATION 15 FALLING AND FULLY OPENED. m Q Z N C'4
N
I FLOOR LOAD LIVE LOAD = 40 LB/S.F. 0 -�
z AN AUTOMATIC OR MANUAL CONTROL THAT WILL ALLOW SHUTOFF 8310.2.3.1. LADDER AND STEPS. ■ uJ 111 - '�
I ( WHEN THE OUTDOOR TEMPERATURE 15 ABOVE 40°. DEAD LOAD = LB/S.F. � L
THE LADDER OR STEPS REQUIRED BY THIS SECTION, � �
I 8404.1: LIGHTING EQUIPMENT. SHALL BE PERMITTED TO ENCROACH NOT MORE I TOTAL LOAD = 50 LB/S.F. y } \- I -V
I I o I I EXI5TIN6 R BATT INSULATION IN I NOT LE55 THAN 75% OF THE LAMPS IN PERMANENTLY INSTALLED THAN 6 INCHES INTO THE REQUIRED DIMENSIONS OF THE Ul
FLOOR CAVITY I LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS LAMPS OR NOT WINDOW WELL.WINDON WELLS WITH A VERTICAL DEPTH ,Q -1 x -1
x o I ( GREATER THAN 44 INGHHE5 SHALL BE EQUIPPED WITH A SMOKE ALARMS NOTES: .1 61 L1 -< .�
I I I II
LESS THAN 15%OF THE PERMANENTLY INSTALLED L169IN6 FIXTURES PERMANENTLY AFFIXED LADDER OR STEPS USABLE cel I- U-
T--r -r -r I SHALL CONTAIN ONLY HIGH-�FIGAGY LAMPS. SECTION R314 OF THE 2017 N.Y.S. CODE
WITH THE WINDOW IN THE FULLY OPENED POSITION. W
I5 I I = LADDERS R402.45: RECESSED LIGHTING. RS OR STEPS REQUIRED BY TH15 SECTION SHALL 8314.1: GENERAL. Q
I - WITH SECTIONS R311 3 AND .8 SMOKE ALARMS SHALL COMPLY WITH NFPA 12 AND SECTION 8314.
�.
EXISTING STEEL LOLLY COLUMNS I EXISTING ( ! _ RECESSED LUMINAIRES INSTALLED IN THE BUILDING ENVELOPE SHALL NOT BE REQUIRED R3
11
SLAB ON GRADE I m LADDERS OR RUN65 SHALL HAVE AN IN51DE WIDTH OF 8314.1.1: LISTINGS.
- EXI5TIN6 GIRDER - - L 1 L - - - - - - I I N (V BE SFAISI7 TO LIMIT AIR LEAKAGE BETWEEN GONDINTIONED AND NOT LE55 THAN 12 INCHES, SHALL PROJECT NOT LESS SMOKE ALARMS SHALL BE LISTED IN AC.GORDANGE WITH UL
-o-- --o- - I N UNCONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE THAN 3 INCHES FROM THE WALL AND SHALL BE SPACED 211. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS
EX15T 2x8 FLOOR J015T5 I IG-RATED AND LABELED AS HAVING AN AIR LEAKAGE RATE NOT MORE NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR SHALL BE L15TED IN ACC.ORDANGE WITH UL 217 AND UL 2034.
® I6'OL.TO REMAIN I THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH A5TM E 283 AT THE FULL HEIGHT OF THE WINDOW WELL. R3143: LOGATIONS.
I I I I I A 151 P5F PRE95L RE DI�TIAL. ALL RECESSED LUMINAIRES SHALL SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS DETERMINED
I EXI5TIN6 2x10 I F06ER BOLTED TO BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND PURSUANT TO SECTION R3143.
x EXISTING UNFINISHED I EXISTING RIM JOIST TO REMAIN I THE INTERIOR WALL OR CEILING COVERING. VENT NOTES: CHAPTER 31 OF THE 2017 N.Y.S. CODE
I I � BASEMENT I I I
EXI5TIN6 J015T HANGERS I P3101.1: GENERAL
I I ( II I TH15 CHAPTER SHALL GOVERN THE SELEGTION AND
I REQUIREMENTS FOR ROOF COVERING NOTES: INSTALLATION of PIPING, TUBING AND FITTINGS FOR
EXISTING 8"BLOCK INFILL,FILLED I VENT 5Y5TEM5. TH15 CHAPTER SHALL CONTROL THE
I 5OLID wSECTION 8905 OF THE 2017 N.Y.S. CODE
/MORTAR ON 8"P.G. I MINIMUM DIAMETER OF VENT PIPES, CIRCUIT VENTS, CARBON MONOXIDE DETECTION SYSTEMS NOTES:
FOUNDATION WALL.PINNED TO ( Rg05.1: ROOF COVERING APPLIGATION. BRANCH VENTS AND INDIVIDUAL VENTS, AND THE SIZE SECTION 915 OF THE 2017 N.Y.S. CODE
I I I I EX15T WITH 5/8"ANCHOR BOLT5 I I ROOF COVERIN66 SHALL BE APPLIED IN ACCORDANCE WITH THE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT
IL ®36'OL.MAX. APPLICABLE PROV1510N5 OF THf15 SECTION AND THE MANIFAGTURER'S STAGKS AND STACK VENTS. ADDITIONALLY, TH15 815.1: 6ENERAL.
I IINSTALLATION INSTRUCTIONS. UNLE55 OTl ERW15E SPECIFIED IN TH15 CHAPTER RE6ULATE5 VENT GRADES AND CONNECTIONS, CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS
EXISTING CONCRETE FOUNDATION I SECTION,ROOF COVERINGS SHALL BE INSTALLED TO RESIST THE HEIGHT ABOVE FIXTURES AND RELIEF VENTS FOR 5HAI1 BE INSTALLED IN BUILDINGS A5 REQUIRED IN AC.GORDANGE WITH
I WALL5 AND FOOTIN65 TO REMAIN I GOMPONENT AND GL.ADDING LOADS SPECIFIED IN TABLE R301.2(2), STACKS AND FIXTURE TRAPS, AND THE VENTING OF SECTION 8152. AND IN ACCORDANCE WITH THE PROVISIONS OF NEPA 720.
2'x6 P.T.SILL PLATE WITH SILL SUMPS AND SEWERS. 81523: REQUIRED LOCATIONS.
SEALER,AND COPPER TERMITE cV I ADJUSTED FOR HEIGHT AND EXPOSURE IN ACCORDANCE WITH CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE PROVIDED IN
5HIELD. TABLE R3012(3).
_ P3103.2: FROST CLOSURE. IL THE LOCATIONS DETERMINED PURSUANT TO SECTION 81523..
I ( I ( I I 1 Ems- Rg05.12: ICE BARRIERS. WHERE THE 111.5% VALUE FOR OUT5IDE DESIGN
IN AREAS WHERE THERE HAS BEEN A H15TORY OF ICE FORMING TEMPERATURE 15 O°F OR LE55, VENT EXTENSIONS
I I I I I I ALONG THE EAVES CAUSING A BACK-UP OF WATER AS DE516NATED IN THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 CONSTRUCTION DR�WINCS NOTE:
EXISTING MASONRY STEPS TO INGHES IN DIAMETER. ANY INCREASE IF THE SIZE OF THE N
GRADE TABLE 83012(1),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT THE CONSTRUCTION DRAWIN65 5HALL BE IN COMPLIANCE
\ / / SHINGLES,METAL 800E SHINGLES,MINERAL-�.�IJRFAGED ROLL ROOFING, �T SHALL BE MADE NOT LESS THAN I FOOT INSIDE THE
SLATE AND METAL
ROOF
SLATE-TYPE SHINGLES,WOOD SHINGLES AND WOOD SHAKES. THERMAL ENVELOPE OF THE BUILDING. IN ACCORDANCE WITH SECTION R103 WITH THE 201 Z -
\ INTERNATIONAL ENERGY CONSERVATION AND OF THE
THE ICE BARRIER SHALL CONSIST OF R TTO ROW Q
\ / NIF NFEWER LAYERS 2017 N.Y.S. GORE. 0
-------- UNDERIAYMENT CEMENTED TOGETHER,OR A SELF-ADHERING
POLYMER-MODIFIED BITUMEN 5HEET SHALL BE USED IN PLACE OF 2015 (EGG CODE NOTES:
NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGES OF Q W (Y- O
ALL ROOF SURFACES TO A POINT NOT LESS THAN 24" IN51DE THE 1. PROVIDE PROGRAMMABLE THERMOSTATS TO CONTROL
EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL MANUFA�GTURER S MANUAL5 NOTE: � JU
HEATING AND COOLING ON A DAILY SCHEDULE IN � � U.!
12'-O" TO OR GREATER THAN 8 UNITS VERTICALLY AND 12 UNITS ACCORDANCE WITH R-403.1.1 MAINTENANCE INSTRUCTIONS SHALL BE FURN15HED FOR 06 y I Z
HORIZONTALLY,THE ICE BARRIER SHALL AL50 BE APPLIED NOT LE55 2. INSULATION FOR SUPPLY DUGT5 IN ATTICS SHALL BEA EG? QC
NJ
56'-5° THAN 36" ALONG THE ROOF 51-OPE FROM THE EAVE E06E OF T U R MAINTENANCE.ONCE. REQUIREDT AND SREGULAR MA TENANC THAT REGUIRE PREVENTIVE 2 0 () Q
THE BUILDING. MINIMUM OF R-8. ALL OTHER DUCTS OUTSIDE THE
THERMAL ENVELOPE SHALL BER A PE SECTION ACTIONS SHALL BE CLEARLY STATED AND Jf H
8403.3 INCORPORATED ON A READILY ACCE551BLE LABEL. Z � -
EXCEPTION. 3. ALL DUCTS, AIR HANDLERS, FILTER BOXES SHALL BE THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION O � �
DETACHED AGGE55ORY STRUCTURES NOT CONTAINING CONDITIONED SEALED PER R-403.3.2. JOINTS AND 5EAM5 SHALL
BOOR AREA. COMPLY WITH M-1601.4.4 NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL Q
FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT 0 y
IN ACCORDANCE WITH SECTION R303.3 WITH THE 2011 Z
GAS DRIPS AND SLOPPED PIPING NOTES: LIGHTING & VENT NOTE: INTERNATIONAL ENERGY CONSERVATION AND OF THE Z:)
EXISTIN& FOUNDATION FLAN. SECTION G2419 OF THE 2017 N.Y.S. CODE 2017 N.Y.S. GODS. O
AS PER THE 2017 N.Y.S. GODS SECTION 303, ALL
62419.1: SLOPES. HOUSE TRAP NOTE:
RESIDENTIAL ENERGY EFFICIENCY NOTES: HABITABLE ROOMS SHALL BE PROVIDED WITH A MIN. of
SCALE: 1/4"=1'-O" PIPING FOR OTHER THAN DRY 6A5 CONDITIONS SHALL BE SLOPED 4% NATURAL OR MECHANICAL
CHAPTER 5 OF THE 2017 INTERNATIONAL ENERGY NOT LE55 THAN 1/4" IN 15 FEET TO PREVENT TRAPS. VENTILATION 8 A MIN. OF b% NATURAL OR ARTIFICIAL P3201A BUILDING TRAPS.
CONSERVATION CODE LI CHT. A5 PER TH15 SECTION IF BUILDING TRAPS ARE REMOVED,NEW ONES SHALL
II 624192: DRIPS.
R501.1: 5C.OPE. DERE NET GAS EXISTS,A DRIP SHELL BE PROVIDED AT ANY POINT 11 Fp
BE PROHIBITED
THE PROVISIONS OF THIS CHAPTER SHALL CONTROL THE ALTERATION, IN THE LINE OF PIPE WHERE CONDENSATE COULD GOLLEGT. A DRIP COMPLIANCE WITH APPENDIX J OF THE 2017 N YS U C S:
REPAIR,ADDITION AND CHANGE OF OCCUPANGY OF EXISTING BUILDINGS AND SHALL ALSO BE PROVIDED AT THE OUTLET OF THE METER AND SHALL CLOTHES DRYER EXHAUST NOTES: a
STRIIGTURES• BE INSTALLED 50 AS TO GON5TITUTE A TRAP WHEREIN AN TH15 PROJECT SHALL BE IN COMPLIANCE WITH SECTION AJ304 A5 THIS 15 SECTION Ml 502 OF THE 2017 N.Y.S. CODE m
ACCUMULATION OF GO C EN5ATE WILL SHUT OFF THE FLOW OF DEEMED TO 13E A LEVEL 2 ALTERATION.
501.1.1: ADDITION5,ALTERATIONS,OR REPAIR: GENERAL. GAS BEFORE THE CONDENSATE WILL RUN BALK INTO THE METER Z
ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXISTING BUILDING,BUILDING M1502.1: GENERAL.. rn
624193: LOCATION OF DRIPS.
SYSTEM OR PORTION THEREOF SHALL COMPLY NTH SECTIONS R502,R503 CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH d
3
OR 504. UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING DRIPS SHALL BE PROVIDED WITH READY ACCESS TO PERMIT GLEANING THE MANUFACTURERS INSTRUCTIONS AND IN PURSUANT WITH THIS ca o
5UPPLY5YEITEM SHALL NOT BE REQUIRED TO COMPLY WITH THIS CODE. OR EMPTYIN6. A DRIP SHALL NOT BE LOCATED WHERE THE EXTERIOR DECKS NOTES: SECTION. o a
CONDENSATE 15 5UBJEGT TO FREEZING. SECTION R507 OF THE 2017 N.Y.S. CODE
8501.1: EXISTING BUILDINGS. MI5023: DUCT TERMINATION. Date Revision/Issue
EXGEPT AS SPEGIFIED IN THIS CHAPTER TH15 GODE SHALL NOT BE USED THE 62419.4: SEDIMENT TRAP. R501•I: DECKS. EXHAUST DUCTS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING.
REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF,NOR PREVENT WERE A SEDIMENT TRAP 15 NOT INCORPORATED AS PART OF THE WOOD FRAMED DECKS SHALL BE IN ACCORDANCE WITH THIS SECTION EXHAUST DUCT TERMINATIONS SHALT BE IN ACCORDANCE WITH THE
THE CONTINUED USE AND MAINTENANCE OF,AN EXISTING BUILDING OR OR SECTION R301 FOR MATERIALS AND GONDITIO%NOT PRESCRIBED DRYER MANUFAGTURER5 INSTALLATION INSTRUCTIONS. IF THE
APPLIANCE,A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM Finai reviewed ents
BUILDING SYSTEM LAWFU.LY IN EXISTENCE AT THE SAME TIME OF ADOPTION OF THE APPLIANCE SHUT OFF VALVE AS CLOSE TO THE INLET�THE HEREIN. WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, MANUFACTURERS INSTRUCTIONS DO NOT SPECIFY A TERMINATION
APPLIANCE AS PRAGTIGAL. THE SEDIMENT TRAP SHALL BE EITHER A � -L BE P051TIVELY ANCHORED TO THE PRIMARY STRUCTURE LOCATION,THE EXHAUST DUCT SHALL TERMINATE NOT LE55 THAN 3 Date /a /C' to
OF THIS CODE. AND DESI6NED FOR BOTH VERTICAL AND LATERAL LOADS. SUCH FEET IN ANY DIRECTION FROM OPENIN66 INTO BUILDINGS. EXHAUST
TEE FITTING HAVING A GAPPED NIPPLE OF ANY LENGTH INSTALLED ATTACHMENT SHALL NOT 13E ACCOMPLISHED BY THE USE OF TOENAILS DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BAGKORAFT DAMPER
8503.1: 6ENBRAI-• VERTICALLY IN THE 130TTOMM05T OPEN[%OF THE TEE OR OTHER OR NAILS 5UB.EGT TO WITHDRAWAL. WHERE P051TIVE GORTLTION SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION.
ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE DEVICE APPROVED AS AN EFFECTIVE SEDIMENT TRAP. ILLUMINATING
REQUIREMENTS OF THE GODS FOR NEW CONSTRUCTION. ALTERATIONS SHALL TO THE PRIMARY BUILDING STRUCTURE CANNOT BE VERIFIED DURING
APPLIANCES,RANGES,CLOTHES DRYERS,DECORATIVE VENTED Drawn By:
BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE 15 NO LE55 APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES,6A5 FIREPLACES INSPECTION,DECKS SHALL BE SELF SUPPORTING. FOR DECKS WITH
GONFORMING NTH THE PROVI51ON5 OF TH15 CHAPTER THAN THE EXISTING AND OUTDOOR GRILLS NEED NOT TO BE EQUIPPED. CANTILEVERED FRAMING MEMBERS S SHALL BE
ES AN EXTERIOR MECHANICAL VENTILATION NOTE: G G,ARBONARO
BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. WALLS OR OTHER FRAMING MEMS SHALL EIE DESIGNED AND
CONSTRUCTED TO RESIST UPLIFT RESULTING FROM THE FULL LIVE LOAD WHERE LOCAL EXHAUST AND WiOLE-HIOUSE MECHANICAL VENTILATING
SPECIFIED IN TABLE 83015 ACTING ON THE CANTILEVER® PORTION Project#
OF THE 15 PROVIDED,THE EQUIPMENT SHALL BE DESIGNED AND INSTALLED AS
ARCHITECTS STATEMENT I.E.C.C.2016 PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND A5 PER MMXYI 11-10
85012: DECK LE06M CONNEGTION TO BAND J015T. SECTION M15M OF THE 2011 N.Y5.CODE.
I. TO THE BEST OF MY KNOWLEDGE, BELIEF AND DEGK LEDGER CONNECTIONS SHALL BE IN ACGORDANGE WITH TH15 Scale
PROFESSIONAL JUDGEMENT THESE PLANS AND SECTION AND SECTION R301 OF THE 2016 N.Y5.CODE. ALTERATIONS TO EXISTING BUILDINGS NOTES: 5 NOTED
5PECIFIGATIONS ARE IN COMPLIANCE WITH THE 2017 SECTION AJ501 OF THE 2017 N.Y.S. CODE
INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION 85013: PLASTIC C-OMiP051TE DECK BOAR05,5TAIR TREADS,OR HANDRAIL5.
CODE. PLASTIG COMPOSITE EXTERIOR DECK BOARDS, 5TAIR TREADS,GUARDS A.501.1: NEWLY CONSTRUCTED ELEMENTS. Date
AND HANDRAIL5 SHALL COMPLY WITH THE REQUIREMENTS OF NEWLY CONSTRUCTED ELEMENTS,GOMPONENT5 AND SYSTEMS SHALL JUNE 10, 2015
A5TM D 1032 AND THE REQUIREMENTS OF THIS 5EGTION. COMPLY WITH THE REQUIREMENTS OF THIS CODE.
REFERENCES
R501A DECKING. EXCEPTIONS: Sheet#
I.RE510MIAL BUILDING GORE FOR NEW YORK STATE. MAXIMUM ALLOWABLE SPACING FOR JOIST SUPPORTING DECKI% OPENABLE WINDOWS MAY BE ADDED WITHOUT REQUIRING COMPLIANCE
2.WOOD FRAME CON5TRUGTION MANUAL FOR ONE AND TWO FAMILY SHALL BE IN ACCORDANCE WITH TABLE R507.4. WOOD DECKING WITH THE L16W AND VENTILATION REQUIREMENTS OF SEGTION 8303.
DW-LLIN66(HI6H WIND EDITIOW SHALL BE ATTACHED TO EACH 5UPPORTIN6 MEMBER WITH NOT LE55 NEWLY INSTALLED ELEGTRICAL EQUIPMENT SHALL GOMPLY WITH THE p
THAN(2)Bd THREADED NAILS OR 92)NO.8 WOOD SCREWS. REQUIREMENT5 OF SECTION AJ5015.
W
If
rx
ELECTRICAL LEGEND WALL LEGEND
DUPLEX=LET —
EXISTING WALLS TO BE REMOVED ¢ w °`
D O v4p- Vol u "-
I GROUND FAULT INTERRUPT EXISTING WOOD FRAME WALL-5 TO REMAIN
� b �
CEILING MOUNTED LIGHT EXISTING FOUNDATION WALLS TO REMAIN
TEX15TIN6(2)2x10 WITH 3/4"
PLYWOOD(BOLTED THROUGH) Q WALL MOUNTED L16HT NEW WOOD FRAME WALL GONSTRUGTION ZO - '�
EX15TIN6 3"STEEL LALLY COLUMN }- LL 111 115 �
ON 10"x10"GONGRETE PIER,36" ".:
BELOW GRADE O REGE55ED L16HT NEW FOUNDATION WALLS _J X Z U tug
rEXIST7 z rEX15T� rEX15T�1 rEX15T-1 OU z
W � L
O SMOKE DETECTOR — — NEW WALL ABOVE } CD Z -4 1 Q
5L I I 5L I EXISTING COVERED I 5L I I 5L ( 50 Q Z
I I I I z
PATIO I 1 I I i- • GARBON MONOXIDE DETECTOR — Z t- U1
TABLE R301.5 Q t-
I
L_— �� L— �— MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Q
J J J L_J
F*WAU5T FAN VENT TO EXTERIOR (IN PONDS PER SQUARE FOOT)
u� EX15TIN6 2x10 LEDGER BOLTED TO
SWITCH USE LIVE LOAD
EX15T EXTERIOR WALL TO REMAIN $
3-WAY SWITCH UNINHABITABLE ATTICS WITHOUT STORAGE b 10
UNINHABITABLE ATTICS WITH LIMITED STORAGE B 20
z A HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30
EXIST EX15T EX15T =EXIST2xIO HDR EXI5T 2'-0" xl'-2" AWG CABLE` K BALCONIES(EXTERIOR)AND DECKS 40 Nor l.0 cv ('p
+EXIST I NEW 6068 5L 6LA55 DOOR REPLAGED EXIST I T(22X8 Z ctl T-
EXI DW _ _Q ___ EXIST TWIN DH WINDOW ® TELEPHONE JACK FIRE ESCAPES 40 � Q 1- � 61 �
---- L----J-
SINK i I 1 T GUARD AND HANDRAILS a 200 b � —
6�CIST EXIST ri Icc
ISn i "
EXI5T II GUARD IN-FILL COMPONENTS 50 M Q Z N N C,4
EXIST i GLO
BATH I I I I I EXl5TIN6 EXHAU5T CEILING FAN PASSENGER VEHICLES GARAGES 50° , JUU ( '� -6
EXISTING I I EXISTING I I FAN VENTED TO J ROOMS OTHER THAN SLEEPING ROOMS 40 ' L
x BEDROOM I KITCHEN I EXTERIOR EX15T I5 Ul
w + I ( I SLEEPING ROOMS 30 W }
J 0 x `i
L—J L—J EX15TIN6 BATH STAIRS 40` J '
DINING ROOM
EXIST
�E
EXIST ------------------ EX15T I (2 I2)(8 FOR SUB-NOTES REFER TO THE 2015 INTERNATIONAL RESIDENTIAL CODE 61 W IL
(2)2X8 4 N TABLE R507.8 =
db
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BEDROOM BEDROOM GIo EXISTING I BEPROOMJJ I.THE EXISTING PLUMBING,HEATING AND ELECTRICAL 5Y5TEM5 MEET OR
LIVING Room FORMER 6ARAH LIGHT & VENT CALCULATIONS EXCEED THE MINIMUM REQUIREMENTS OF THE NEW YORK STATE BUILDING
CODE,AND ARE CAPABLE OF SUPPORTING THE ADDITIONAL LOADS FROM
REQUIRED PROVIDED THE NEW GONSTRUCTION.
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LU (34 �� EXISTING (2) 3'-0" 0-6" D.H. ; NEW BEDROOM 163 13.04 6.52 20.46 14-52 MECHANICAL NOTES
I.ALL MECHANICAL WORK SHALL CONFORM TO THE MECHANICAL(ODE
EXIST EXIST EXIST AND THE FUEL CODE OF THE STATE OF NEW YORK AND THE
2.WAE WTSNTRAGTOR TO 5HALL OF ALLI(GOORDINATE ALL DUCTWORK,
A CEILIN6MALL RE615TER5 IN ACCORDANCE WITH THE WORK OF THE
OTHER TRADES SHOWN ON THESE DRAWINGS. Z Z
3.WAG CONTRACTOR TO VERIFY THE LOCATION AND 51ZE OF ALL W
EXISTING AND REGISTERS PRIOR TO BE61NIN6 OF N. �
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1.ALL ELECTRICAL WORK SHALL CONFORM TO THE BUILDING CODE Q pC
44-5 12-O OF THE STATE OF NEW YORK CHAPTER 27,THE NATIONAL ELECTRIC U U
2X6 PLUMBING WALL Z
EXPANDIN6 FOAM CODE AND THE NEW YORK BOARD OF UNDERWRITERS LU Q
SEALANT 2.6ROUND FAULT INTERRUPTER(6FI)TO BE INSTALLED AT .-
3/4" T46 GDX PLYWOOD LOCATIONS AS SPECIFIED BY CODE. Z Q
FLOOR SHEATHING
3.CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL EXISTING Q Z
UTILITIES PRIOR TO BE61NING OF CON5TR ZTION. a O ca Y_
F I R5T FLOOR PLAN - - -- - ° W
(DOUBLE) FLOOR J015T PLUMBING NOTES O N
SCALE: 1/4'*'-0" A5 NOTED ON PLANS
-- PLUMBING PIPES I.ALL PLUMBING WORK 5HALL CONFORM TO THE PLUMBING CODE AND W
THE FUEL CODE OF THE STATE NEW YORK AND ENER6Y GON5ERVATION IL
CODE AND ALL REQUIREMENTS OF LOCAL MUNIGIPALITIE5.
flOL �LOO� .1015T5 2.ALL DRAINAGE d VENT PIPING SHALL COMPLY WITH ALL LOCAL
BUILDING CODES.DOMESTIC,WATER PIPING SHALL BE TYPE 'L' y
AT PLUMMIb* 66lrl.-5 COPPER,TYPE 'K'WHEN BELOW GRADE.DRAINAGE,WASTE 4 VENT
ABOVE GRADE SHALL BE SCHEDULE 40 P.V.G.OR GREATER
3.ALL FIXTURES TO GOMPLY WITH NEW YORK STATE D.E.G. a
REQUIREMENT5 FOR CERTIFIED WATER 5AVIN6 PLUMBING FIXTURES. °d
4.PLUMBING CONTRACTOR SHALL COORDINATE ALL PIPING,FIXTURE E
LOGATION5,AND EQUIPMENT IN ACCORDANCE WITH THE WORK OF THE z
OTHER TRADES SHOWN ON THESE DRAWIN65. c
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TABLE P3201.7. v a
MIN (I)KIN6 STUD EACH SIDE
MIN (2) JACK STUDS EACH SIDE ( SIZE OF TRAPS FOR PLUMBING FIXTURES
EXTERIOR SHEATHING A5 ROOF ASSEMBLY Date Revision/Issue
AS NOTED ON
SPECIFIED ON PLANS TRAP SIZE
PLUMBING FIXTURE MINIMUM
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PLANS (INCHES) Final revi, opt from 2g
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blb I WITH FOAM SE T — Drawn By:
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ROVIDE 5/S"DIA THREADED ROD. ATTACH TO — 112
CEILING ASSEMBLY A5
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PER PLANS PER PLANS MM111-10
SHEARNALL CONTINUOUS BEAD OF EXPANDING FOAM EXPANDING FOAM KITCHEN SINK 90NE OR TWO TRAPS,WITH OR WITHOUT 1 1/2
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Date
NIDE
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SCALE: 1/4"=I'-O" SCALE: 1/4"=I'-O"
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GENERAL NOTES DRAWING INDEX �!
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GENERAL CONDITIONS: WOOD5 AND PLA5TIG5: 6LA55, WINDOWS AND DOOR5: 5TAIR5: T-1 TITLE SHEET �d,,,tp -' 1
I. THE CONDI IONS SHALL CARRY WORKER'S COMPENSATION AND GENERAL I. PROVIDE ROUGH LUMBER AND PLYWOOD IN STANDARD DIMENSIONS. I. ALL WINDOWS SPECIFIED IN SCHEDULE ARE TO HAVE LOW-E INSULATING 6LA55 WITH I. ALL STAIRS SHHAL..BE MANUFACTURED AS NOTED ON THE CONSTRUCTION DOCUMENTS.
LIABILITY I'VE OR AS REQUIRED BY LOCAL JURISDICTION. M015TURE CONTENT SHOULD NOT BE MORE THAN Iq% THERMALLY BROKEN FRAM SY5TEK UNLESS OTHERWISE SPECIFIED,WITH FIBERGLASS ,
2. ALL MATERIALS, ASSEMBLIES,AND METHODS OF CONSTRUCTION TIO INCLUDING 2. PROVIDE ALL NECESSARY ROUGH HARDWARE IN SIZES AND QUANTITIES SCREENS AS INDICATED. PLUMBING: �s�0�'HD \0%Q
BUT NOT LIMITED TO FORM-WORK,BLOCK,FRAMING,NAILING,PLACING OF REQUIRED BY LOCAL GORE OR APPROVED BY ARGHITEGT. 2• GLASS SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE I. CONTRAOTOR SHALL INSTALL COMPLETE DOMESTIC,WATER SUPPLY AND SANITARY N-1 CODE TABLES & NAILING SCHEDULE
bbl •K
CONCRETE,ETC. ARE To BE CAREFULLY SUI:,E'RVISED BY THE CONTRACTOR 3. USE FIN15H OR CASING NAILS FOR EXPOSED WORK;USE TYPE "5" TRIM HEAD 3. ALL LSSL SLIDING GLASS DOORS AND WINDOW 6LA55 WITH A SILL LESS THAN 18'ABOVE SYSTEM H INDICATED. "►
SCREWS FOR ATTACHMENT OF WOOD TRIM TO METAL STUDS,RUNNERS OR FINISHED FLOOR;AND/OR AS REQUIRED BY GODS,SHALL.BE INSULATED TEMPERED 2' PROVIDE"OT TO GOE sH1ANOU F VALVES AT ALL FIXTURES. N-2 STRAPPING & MISC. DETAIL S
TO BE SURE THAT THEY ARE IN ACCORDANCE WITH THE DRAWINGS, FURRING. SAFETY�Acf� 3. WASTE PIPING TO HAVE GLFANOUTS AT ALL CHANGES OF DIREGTIOx AND AT BASE OF �, .
SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE. vaznGAL HASTIES• d)
3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND 4. INSTALL LAMINATES ONLY WHEN RECEIVING SURFACES ARE IN A 4. ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT AGC.ORDANCE WITH 4. PROVIDE 4'CAST IRON PIPING THROUGH FOUNDATION WALL PITCHED MIN. 1/4"PER FOOT.
SATISFACTORY CONDITION FOR INSTALLATION. THE MANUFACTURERS SPECIFICATIONS. 5. TRAPMIASTE SIZES FOR FIXTURES SHALL BE AS FOLLOWS: Z W �" Z
ORDINANCES. 5. ALL WINDOWS ARE TO BE GAUJCED AND SEALED AS PER NYS.ENERGY CONSERVATION Q
4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH 6000 BUILDING 5. USE ADHESIVES RECOMMENDED BY THE MANUFACTURER FOR THECODE DIS 2 � � a- tQ O -J
PRACTICES. PARTICULAR APPLICATION, INSTALL IN ACCORDANCE WITH MANUFACTURER'S 6. PROVIDE�LASHIN6 PANS ALL 5LID1t5,DOORS AND WINDOWS WITHIN 6.OF AN KITUN SINK 2" tl
5. THE PREMISES SHALL BE KEPT GLEAN AT ALL TIMES. EACH DAY UPON M05T CURRENT PRINTED APPLICATION INSTRUCTIONS. LAVATORY 2'n A-1 FOUNDATION PLAN NOTES & DETAILS D �- tU 9
EXTERIOR SURFACE. ■
COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE b. PROTECT FROM DAMAGE BY OTHER TRADES WOKING, ADJACENT TO THE -►, ALL EXTERIOR DOORS ARE TO BE FULLY WEATHER 5TRIPPED. PROVIDE ALL HARDWARE TOILET 3'OR AS PER RI5ER DIAGRAM-REFER TO RISER DIAGRAM O 'Q 1Ll LU U
MATERIALS,TOOLS, RUBBISH, ETC.,GLEAN ALL CLASS AND LEAVE WORK INSTALLATION,AND REPLACE DAMAGED SURFACES. A5 REGiUIRED. lU
BROoM-GLEAN UNLESS OTHERWISE SPECIFIED. -1. REMOVE EXCESS ADHESIVE ASD GLEAN SURFACES USING MANUFACTURER'S 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS AND GUARANTEED BY 6. ALL VENTS TO BE 4"DIAMETER WHERE THEY PENETRATE THE ROOF. q-2 FLOOR PLAN & DETAILS
b. ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE RECOMMENDED SOLVENT AND GLEANING PROCEDURES. THE MANUFACTURER FOR A PERIOD OF NO LESS THAN I YEAR FROM DATE OF FINAL } 2 U H- = Z
CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN 8. FILL IN ALL SEAMS WITH MANUFACTURER'S APPROPRIATE COLOR SEAM COMPLETION. 7• THE SYSTEMS TO HAVE ONE 4 OR TWO 3 MAIN VENT SrAGK INCREASED TO 4 THROUGH � Z --1� 1- Q
WRITING BEFORE PROGEEDIN6 WITH THE WORK AFFECTED BY SAME. COMPOUND. q. HINDI AT HABITABLE SPACES SHALL MEET 15681555 REQIUIREMENTS AS STATED IN THE Q Z 0 Ul U
N.Y.S.CONSTRUCTION RIJLES AND REGULATIONS SECTION"114.1 alfa. 8. THE WATER SUPPLY AND SEWAGE STANDARDS
SYSTEM SHALL COMPLY TO THE APPLICABLE D Z �- � q Ir Z
'1. DRANIN65 NOT TO BE SCALED,WRITTEN DIMENSIONS SHALT- ALWAYS TAKE 9. ENSURE THAT ANY AND ALL WOOD AND PLASTIC USED COMPLY WITH ALL 10. WINDOWS IN BUILDINGS LOCATED IN WIND BOURNE DEBRIS RE61ON5(12OMPH WIND ZONE GOP DEPARTMENT OF HEALTH STANDARDS AND R M APPROPRIATE
q-3 SECTION A-A, ELEVATIONS, & DETAILS � � w
1-
PRECEDENT. MUNICIPALITY REQUIREMENTS FOR FLAMMABILITY AND SMOKE DEVELOPED OR WITHIN 1 MILE OF THE OCEAN,BAY OR SOUND SHALL HAVE BLAZED OPENINGS q. APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL H- t P-
8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND RATINGS. PROTECTED FROM WIND BOURNE DEBRIS OR THE BUILDING SHALL BE DESIGNED A5 A PRIOR T IR PRIOR TO�. --L
THEREFORE SHOULD BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING WITH lo. REVIEW THE TENANT CRITERIA IN REGARDS TO USING WOODS AND PLASTICS PARTIALLY ENGLOSM BUILDING IN ACCORDANCE WITH THE RESIDENTIAL GODS OF NEW 1O PRIOR ORDERING,CONTRACTOR SHALL SUPPLY GUTS OF FIXNRES FOR OWNERS 61_4 SHED PLANS, SECTION, ELEVATIONS & DETAILS
THE WORK AS THEY TAKE PRECEDENT OVER SMALLER SCALE DRAWINGS. AND INSTALL NO SUCH MATERIALS WHEN DEEMED UNAGGEPTABLE BY THE YORK STATE.GLAZED OPENING PROTECTION FOR WIND BOURNE DEBRIS SHALL MEET THE 11. CONTRACTOR SHALL NOT GUT J01575,5=15,OR OTHER STRUCTURAL ME S,WITHOUT
q REe�ERVFS7. LANDLORD/OWNER. IF THESE PLANS AND SPECIFICATIONS GALL FOR ANY REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM EIg46 t ASTM E1686 EXCEPTION: THE APPROVAL OF THE ARCMITEGT.
10. OSHA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL SUCH MATERIALS TO BE INSTALLED IN A 51TUATION NOT APPROVED BY THE WOOD STRUCTURAL PANELS WITH A MINIMUM T111C.KINE55 OF VIE'(Il.lmm)AND A MAXIMUM 12. UNDERGROUND COPPER SHALL BE TYPE "K'COPPER.
TIMES DURING THE COURSE OF THE PROJECT. LANDLORD/OWNER., CONTACT THE ARCHITECT IMMEDIATELY. SPAN OF 6'(2436mm)SHALL BE PERMITTED FOR OPENING PROTECTION ON ONE AND TWO 13. ALL SOLDERS USED ON PROJECT SHALL BE CERTIFIED TO BE LEAD-FREE.
II. ALL WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO HAVE SAID STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENIN66 WITH 14. PROVIDE FULL METAL STRAPS AND HANGERS TO ENSURE PROPER INSTALLATION OF ALL
WORK BE FREE OF DEFECTS. 5EALANT AND CAULKING ATTACINMC-NT HARDWARE PROVIDED.ATTACHMENTS,SHALL BE PROVIDED IN PIPING.
I. PROVIDE NON-SAB SEALANT COMPLYING WITH REQUIREMENTS OF FEDERAL ACCORDANCE WITH TABLE 8302.2.1.2 OR SHALL BE DESI6NM TO RESIST THE 15. WRAP ALL PIPING WITH INSULATION OF SUFFICIENT THICI04E55 TO 5AT15FY THE ■
12. CONTRACTORS SHALL REVIEW ALL SHOP PRANIN65 PROVIDED BY SUB SPECIFICATIONS TTS-1543 OR FS TT-5-230 TYPE 'II",CLASS "A'. PROVIDE CO"PON-NTS AND CLADDING LOADS DETERMINED IN ACC.ORDANGE WITH THE FRDVI51ONS ENGINEERING REQUIREMENTS FOR HEAT FLOW,VAPOR FLOW AND WEATHER-PROOFING IN
CONTRACTOR FOR COMPLIANCE TO THE CONSTRUCTION DOCUMENTS AND ACOUSTICAL SEALANT WHICH SHALL BE NON-HARDENING,NON-DRYING OF THE BUILDING CODE OF NEW YORK STATE. ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL CODES 14
THEN SUBMIT SAID APPROVED DRAWINGS TO THE ARCHITECT FOR SYNTHETIC RUBBER SEALING COMPOUND WITH MINIMUM q0% SOLIDS. USE AT CARPENTRY 4 LUMBER: HAYING JURISDICTION. a
APPROVAL. ALL INTERIOR JOINTS AT INNER SECTIONS BETWEEN PLANES. AROUND DOOR I. ALL YORKLUMBERSAND GONNEGTIONS SHALL BE IN ACCORDANCE GRDAJNGE WITH RE51DWITH T GODS OF ELEGTRIGAL: SITE INFO LOCATION MAP
13. NO SUBSTITUTIONS SHALL BE MADE EITHER DURING BIDDING OR AND WIN170W FRAMES PRIMER SHALL BE MADE OR RECOMMENDED BY N6�N YORK STATE AND ALL LOCAL GORES HAVING JURISDICTION AND WITH THE NATIONAL
CONSTRUCTION WITHOUT WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT ALL SEALANT MANUFACTURER FOR THE SPECIFIC CONDITIONS AND SUBSTRATES. DESIGN SPECIFICATIONS FOR STRESS GRADE(_UMBER AND ITS FASTENINGS. LIMBER 15 I. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE,
(i
INFORMATION NECESSARY To EVALUATE SAID PRODUCT OR SYSTEM LOCAL,AND UTILITY COMPANY CODES AND REGULATIONS. � W N (�
2. PROVIDE BACKING MATERIAL BY DOW 'ETHAFOAM" OR APPROVED EQUAL. TO BE FURNISHED AND INSTALLED WITH ALL FA5T7=NE�LS,ANCHORS,BLOCKING,BRID6IN6, 2. CONVENIENCE OUTLETS SHALL.BE LOCATED 12'ABOVE FINISHED FLOOR UNLESS Q z 0 � 1-
AGAINST THAT 5PECIFIED PRIOR TO INCLUDING SAME IN EITHER THE BILL OR APPLY SEALANT OVER BACKING TO UNIFORM THICKNESS IN CONTINUOUS SADDLES,HANGER5,ETC.REQUIRED To COMPLETE THE JOB. ALL 5Tffi.BOLT'S O�ISE INDICATED. ALL SWITCHES TO BE LOCATED 42' ABOVE FINISHED FLOOR 'Q 1t- (P Q
'THE WORK". y�R� GONNEGTIN6 WOOD MEMBERS SHALL BE SUPPLIED WITH,AND T16HTENED AGAINST 5TL$ UNLESS OTHERWISE INDICATED AS PER RESIDBMAL CODE OF NEK YORK STATE. _ ' = �
BEADS FILLING ALL JOINTS AND VOIDS SOLID. ILIAL POINTING WITH yAe�c OR PLATES. JOIST HANGERS AND GONNEGTOR5 AND HARDWARE MUST BE COMPLY WITH ALL CODES OF � � `I `,
14. ALL DRAWINGS PROVIDED FOR THIS PROJECT BY THE ARCHITECT SHALL BE -1}.15 SKIM BEAD WILL NOT BE ACCEPTED. INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIRByENrS AND A5 PER 3. SUPPLY R15GOMMHIDL�LAMPS IN ALL FIXTURES. ' �
RETURNED UPON COMPLETION OF THE WORK. 3. ALL SURFACE-5 SHALL BE ADEQUATELY GLEANED AND PREPARED IN 4. INSTALL EXHAUST FANS IN BATHS AND POWDER ROOMS DUCT ALL PANS r0 THE EXTERIOR. REQ LI PROV D .Q } -L.
Is. BIDS THAT ARE NOT SUBMITTED IN THE SPECIFIED BID FORMAT SHALL NOT MANUFACTURERS SPECIFICATIONS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED 5. INSTALL HARD WIRD SMOKE DETECTORS THROUGH-OUT AS INDICATED AND AS PER ZONE: 840 NEW YORK STATE & TOWN CODES Q Z N tet'
ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUGr1ON5 PRIOR TO OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL RESIDENTIAL CODE OF NEW YORK STATE AND AT TOP OF STAIR PROVIDE HEAT AS REQ ED AND CONDITIONS OF N
BE GON5IDERED. INSTALLATION. COMPLY WITH THE NAILING SCHEDULE ACCOMPANYING THESE DETECTOR AND CARBON MONOXIDE DETECTOR NEAR BOILER. SITE AREA 12,500 SF N ,� -0
SITE WORK: 4. KITCHEN EQUIPMENT GONTRA6TOR SHALL PROVIDE AND CAULK AROUND ALL SPECIFICATIONS. 111 lU � �
6. SUPPLY 6l=.1.OUTLETS IN ALL BATHROOMS,6ARAi6C-5,AND KITCHEN AND ANY OTHER
EQUIPMENT TO CREATE A GLEAN,TIGHT AND WATERPROOF SEAL. 2. ALL FRAMING,LUMBER,FLOOR JOISTS,HEADERS,WOOD POSTS,BLOCKING AND ALL.ROOF PLACE WHERE MOISTURE 15 PRESENT AND AS PE IR RESIDENTIAL CODE OF NEW YORK F.Y. 5ETBAGK 35.0 461.8 " ' _ -t m m L
1. STAKEOUT 15 To BE PERFORMED BY A LICENSED SURVEYOR. STAKING AND RAFTERS, INTERIOR AND EXTERIOR WALL STUDS SHALL BE DOUGLAS FIR LARCH*I
LAYOUT ARE TO ESTABLISH ALL LINES AND BENCHMARKS AND VERIFY ALL GRADE WITH AN Fb= 1000 P.S.I.AND AN E=1;700,000 UNLE55 OTHERWISE INDICATED A5 STATE. }- �Q 9
61VEN DATA ON DRAWIN65. IN CASE OF DISCREPANCY, b SEPARATE CIRCUITS SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED.
RECEIVE GYPSUM WALL BOARD: 51iOhW ON ACCOMPANYING,STRUCTURAL CALCULATIONS. R.Y. SETSAGK 35.0' 50.0' BOARD � � �, `' �• U
CLARIFICATION FROM ARCHITECT PRIOR TO PROCEEDING. I. PROVIDE 6YP5UM WALL PANELS MANUFACTURED IN ACCORDANCE WITH 3. ALL ROOF AND HALL PLYHOOD PANELS SHALL BE EXTERIOR EXPOSURE*1 COX GRADE, 8. PROVIDE EXTERIOR ELECTRICAL
A OUTLETS IC INDICATED ON PLAN'
2. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS, STOCKPILE REQUIREMENTS OF ASTM 336. WITH EXTERIOR GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF
q. THE CENTER OF THE EL15GTRIGAL AND GOMMUNIGATION RECEPTACLE OUTLETS SHALL BE , , ••
INSTALLED NOT LE55 THAN 15 ABOVE THE FLooR oR WORKING PLATFORM. THE CENTER S.Y. SETBACK 10.0 I61.'i EES � �( .�
THE U.S.PRODUCT STANDARD PS-I,AND SHALL BE IDENTIFIED WITH THE APPROPRIATE mi Q Q w I
TOPSOIL OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL 2. PROVIDE METAL EDGE AND CORNER BEADS AT ENDS, 1506155 AND CORNERS. GRIP OF THE OPERATING HANDIJ=OF CONTROLS OR SWITCHES INTENDED TO B15 USED BY
EXCAVATED MATERIAL AT THE SITE. 3. WATER RESISTANT GYPSUM HALL BOARD SHALL BE In' THICK TAPERED GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. SUB-FLOOR PLYWOOD THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE ---- . .S.DEC m cn LL
3. NEW AND EXISTING BACKFILL MATERIAL AND TOP501L ARE TO BE FREE OF AND ROUNDED EDGES AND SHALL BE INSTALLED IN WET AREAS AS To BE 3/4'THICK AND ALL WALL PLYWOOD TO BE In'THICK. ALL ROOF PLYWOOD To OUTLETS APPLIANCES OR COOKING,HEATING AND VENTILATIN6 EQUIPMENT SHALL NOT T.S.Y. SETBACK 25.0 43.6 � t- �
WEEDS,TREE ROOTS, ROCKS AND DEBRIS. INDICATED ON DRAWINGS. USE 1/2" CEMENTITIOUS BACKER BOARD (MIN) BE 3/4"THICK NO 055.TO BE USED WITHOUT WRITTEN PERMISSION FROM THE BE MOS VM 46'ABOVE THE FL_O , ,- :: W
ARCHITECT. MAX BLDG. HEIGHT 35.0 15 10 =
4. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR BACK FILL MATERIAL BEHIND ANY TILE INSTALLATIONS. 4. ALL WOOD POSTS.RESTING LL.ON TOP OF CONCRETE WALLS SHAHAVE CLIP ANGLE MECHANICAL:
SHALL BE REMOVED FROM THE SITE. 4. PROVIDE FASTENERS IN ACCORDANCE WITH ASTM 6646 UNLE55 OTHERWISE ANCHORAGE TO CONCRETE BASE. ALL POSTS RESTING ON TOP OF STEL BEAM SH/UL I. ALL WORK SHALL COMPLY WITH THE BUILDING CODE OF NEK YORK AND OTHER ''SEE
ISEE A TTA G H E D
5. PROTECT ALL TREES WITHIN 25' OF THE BUILDING AND THOSE AS INDICATED NOTED OR INDICATED. PROVIDE TYPE "S' BUGLE HEAD SCREWS FOR HAVE CLIP ANGLES BOLTED OR WEIR TO THE FLANGES OF THE 5TH-1 BEAM. PROVIDE APPLICABLE NATIONAL AND STATE CODES INCLUDING TI-E INTERNATIONAL MECHANICAL
- To REMAIN WITHIN 50' OF CONSTRUCTION AREA - PROVIDE PROTECTIVE ATTACHMENT OF WALL BOARD TO METAL FRAMING AND TYPE "5" PAN HEAD SOLID BLOCKING UNDER ALL P05TS TO SOLID BEARING. CODE,A5HRAE STANDARD,INTERNATIONAL BUILDING CODE,THE INTERNATIONAL FUEL.GAS ' '
1 CONSTRUCTION FENCING AT THE DRIPLINE OF ALL TREES To REMAIN. 5CREWS FOR ATTACHMENT OF FRAMING TO DOOR FRAMES. 5. WOOD STRUCTURAL MEMBE RS IN CONTACT WITH MASONRY,CONCRETE OR EXPOSED TO CODE,OSHA,NEPA,AIME,ANSI, R.Y. SETBACK (aGGe55or ) 5.0 �l•6
,� THE ELEMENTS MUST BE PRESSURE TREATED. RETENTION AND PENETRATIONS IN SHALL ALSO COMPLY WITH ALL APPLICABLEL.00AL CODES,LA,5 REGULATIONS,AND � S.O' S.I' I I
6. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING (BACK FILLING) 5. PROVIDE ALL INCIDENTAL ATS,. AGGE�a50RY MATERIALS, TOOLS,EQUIPMENT ACCORDANCE WITH THE AWPA STANDARDS GI AND 62 FOR WATER BORNE PRESERVATIVE S.Y. SETBACK (accessory)
ANY EXCAVATED WORK. AND METHODS REQUIRED FOR SATISFACTORY COMPLETION OF GYPSUM ORDINANCES.
T�A`T�T• 2. MEGFfANIGAL SUBCONTRACTOR TO SUBMIT SHOP DRAWIIN65 INDICATING DUCT LAYOUTS,
- -7. No BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE WALL BOARD CONSTRUCTION INCLUDING ACCESS DOORS AND PANELS. 6. FASTENERS AND HANGERS,ETC.TO BE '51MP5ON'OR APPROVED EQUAL IN 512E AND CONDENSER LOCATION,DUCT SIZES ETC. TO ARCHITECT PRIOR TO INSTALLATION. MAX HEI 6HT (accessor ) 18.0' 11.5'
INSTALLATION OF THE FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITHOUT 6. APPLY CONTINUOUS BEAD SEALANT AT ALL JOINTS OF WALL BOARD GAUGES AS REQUIRED AND INSTALLED AS PER MANIFAGTIIRIERS SPECIFICATIONS. MEC~ICA I-CONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE
PROPER BRACING OF WALLS. No MACHINES TO RIDE WITHIN 10' OF ABUTTING ADJACENT CONSTRUCTION, INCLUDING AROUND FRAMED OPENIN65 ARCHITECT OF ANY MECHANICAL AND STRUCTURAL M516N INTENT CONFLICT'S PRIOR TO
FOUNDATION WALLS AFTER BACK FILLIN6 15 COMPLETE. AND OTHER PROTRUSIONS THROUGH WALL BOARD WHERE SEALANT 15 ,. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING JOIST'S 6-0 O.c.MAXIMUM CONSTRUCTION MUAPPRO ED AS NOTED
8. ALL BEARING SOIL 15 ASSUMED TO BE OF A SANDY WELL DRAINING MIX WITH EXPOSED. PROVIDE POLYSULFIDE SEALANT WHERE UNEXPOSED. PROVIDE SPACING. SECURE BOTTOM OF BRIDGING AFTER 5U5FLOOR HAS BEENBEENNAILED. NO METAL- 5. ALL WORK SHALL BE DONE IN A NEAT AND EFFICIENT MANNER AND 50 AS TO NOT
A MINIM SOIL BEARIN6 CAPACITY OF I TOIN/�.�Q.FT. NOTIFY ARCHITECT IF ACOUSTIC SEALANT. C4055 BRIDOIN6 SHALL BE USED. NEEDLESSLY DAMAGE ANY PORTION OF WORK PERFORMED BY OTHERS. EXIST FIRST FLOOR 1,3614.0 5F.
ALL CARPENTRY MATERIALS TO BE INSTALLED A5 PER MANUFACTURERS
501E CONDITIONS VARY FROM THOSE ASSUMED HERE PRIOR TO 1. APPLY PRE-FILL COMPOUND TD JOINT'S IN AGC.ORDANGE WITH INDUSTRY 8. RECOMMENDATIONS AND SPECIFICATIONS. DATE: B.P.#
INSTALLATION OR COMMENCEMENT OF THE WORK. STANDARDS. APPLY EMBEW NG, COMPOUND REINFORCING TAPE CENTERED q ALL MMENDA WALLS D P 2'X4'OR 2'x6•a IG,'OG.DOUGLAS FIR LARCH*I GRADE SECTION 8312 GUARDS EXI5T SHED 208.3 5.F.
9. 51TE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DE-516NATED PARKING -1--�5-9
OVER JOINT;APPLY SKIM GOAT. AFTER TAPING AND EMBEDDING COMPOUND WITH AN E=1,'100,000 WITH 112"ll PLYWOOD COVERED WITH TYVEK FELT OR oTHL z FEE: 6 BY: L:
AREA FOR WORK VEHICLES AND UNLOADING AREA 5HALL BE SET UP 50 A5 15 DRY,APPLY SECOND COAT FILLING AND TAPER FLUSH WITH SURFACE; APPRavW EQUAL. ALL HOOD 5TUD BEARING WALLS AND PARTITIONS SUPPORTING 8312.1 Guards. Porches,balconies, ramps Or raked floor surfaces located more
To MINIMIZE DISTURBANCE TO THIS 517E OR ADJACENT NEIGHBORING SITES. FIRE TAPE PENETRATIONS AT DEMI5ING WALLS, CORRIDOR ENVELOPE AND WOOD TR IrSSIEr OR J015TS TO BE CONSTRUCTED 50 THAT A 5TUD 15 LOCATED AT THE than 30 inches (762 mm) above the floor or grade below shall have guards not NOTIFY BUILDING T DEPARTNEAT
10. ALL MATERIALS STORED ON SITE SHALL BE ELEVATED FROM GRADE 50 AS OTHER RATED ASSEMBLIES. BEARING POINT OF FAGH WOOD TRU55 OR JOIST.UNLE55 NOTED OTHERWI5E. less than 36 Inches (914 mm) In height. Open sides of stairs with a total rise of TOTAL FLOOR AREA 1,602.3 S.F. 765-180'1 TO 4 PM FOR THE .
TO ELIMINATE CONTACT WITH WATER AND TO, BE PROTECTED WITH TARPS. 8. PROVIDE FINAL FIN15H THAT 15 SMOOTH, WITHOUT DIVOTS,BUMPS, BOWS OR Io. HOOD STUD HALLS oR PARTITIONS EXCEEDING 61-0' IN HE16W SHALL HAVE HORIZONTAL more than 30 Inches 062 mm) above the floor or grade below shall have guards FOLLOt I,G-III`SPECT1ONS:
ANY OTHER SURFACE BLEMISv AND READY To RECEIVE PAINT. SMOOTH WA1/2 BRIDGING
VERTICALLY OBEAAEMATIELY BRACEEDROVED j AT
INTERVALS NOT EX EEDIN6 61-0'AT not less than 34 Inches (864 mm) In height measured vertically from the nosing of lot Coverage (20% MAX) 12.82% 1• FOWDATV,$ • Ti�."0'REQUIRED
THE GONGRETE AND FOUNDATION: FINISH TYPICAL,U.O.N. ON PLANS. 11. PROVIDE FIRE STOPPING,AT THE HALF POINT AT ALL WALLS,PARTITIONS,FIREPLACES, the treads.
1. ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST CHIMNEYS,BETill FLOORS,FLOORS AND CEILINGS,AND ALL OTHER CONCEALED
FnR POUREh �CNCRETE
PAINTING AND STAINING: ,-rtiMING & PLUM
STANDARDS FOR PLACEMENT OF CONCRETE A5 SEI'BY A.G.I. SPACES. MAKE ALL JOINTS SMOKE TIGHT AS PER RESIDENTIAL GORE OF NEW YORK Porches and decks which are enclosed with insect screening shall be equipped 153 tv3
2. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES I. PROVIDE PAINT FINISHES FOR OUILDIN6 AND OTHER SURFACES AS STATE REQIUIREMENT5. with guards where the walking surface IP located more than 30 Inches (`162 mm) 1. INSLJL,„ION
OF MINIMUM 26 DEGREES F. AND RISING. SCHEDULED ON PRAWIN65 OR A5 SPECIFIED HERE-IN-AFTER NO PAINT FINISH 12. MAXIMUM RISER HEIGHT OF ALL STAIRS SHALL BE 7-3/4'AND MINIMUM TREAD SHALL BE
15 REQUIRED ON: ITEMS HAVE"f✓ COMPLETE FACTORY FINISH,EXCEPT AS q-In"PLUS I-I/8'No51N6,ALL 1N ACCORDANCE WITH RESIDENTIAL CODE OF HEN YORK above the floor or grade below. 4. FINAL - CONSTRUCTION MUST
3. NO CONCRETE SHALL BE PLACED ON FROZEN] SURFACES. MAY BE SPECIFIED HEREINAFTER,PUTTY AND /OR SEALANT AT ALUMINUM STATE OR AS SHOWN ON DRAWINGS. STAIR WIDTH BETWEEN HABITABLE SPACES AT BE COMPLETE FOR-C.O.
4. A ADDITIVES SHALL BE ALLOWED WITHOUT (WRITTEN PERMISSION OF THE 83122 Guard r opening balcolimitnies
an Required all h on open sides of stairways,orALL CONSTRUCTION SHALL MEET THE
ARCHITECT. WINDOWS;NONFERROUS METAL UNLESS SPECIFICALLY MENTIONED IN THE DIFFERENT`FLOOR LEVELS,SHALL 153E NOT LE-55 THAN 3'BETWEEN HANDRAILS OR raised floor ares, bgalconlGs rnd orches Shall have Intermediate rails or
5. ALL CONCRETE 15 TO BE MINIMUM 3000 P.5.11. FOR WALLS AND FOOTINGS, PAINTING SCHEDULE;5TAINL'-t, STEEL; INTERIOR OR EXTERIOR OF EXISTING BETWEEN HANDRAIL AND A WALL. STAIRS TO A QCT OR CELLAR SHALL BE NOT p
ornamental closures which do not allow passage of a sphere 4 Inches (10
BUILDING,EXCEPT WHERE ALTERATIONS OCCUR OR WHERE SCHEDULED. PAINT LESS THAN 3 WI (10IREQUIREMENTS OF THE CODES OF NEW
3500 P.5.1. a SLAB5 AT 28 DAYS UNLESS THIERWISE SPECIFIED O P LES AND DIFRISE
GRILLES R�. NO PAINT IS REQUIRED FOR INSULATING PIPING, 13. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH 6000 TRADE or more In diameter.
b. PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY N.Y5R..G.R. PRACTICE,MANUFACTURER'S RECOMMENDATIONS AND IN CONFORMANCE WITH THE YORK STATE. NOT RESPONSICLE FOR
'1. PROVIDE DEFORMED 5AR5 GONTINUOI IN THE FOOTING AND A CONTINUOUS EXCEPT WHERE EXPOSED IN FINISHED,NON MECHANICAL ROOMS. RESIDENTIAL CODE OF NEK YORK STATE,INCLUDING THE FOLLOWING:
2X KEY BETWEEN THE FOOTING AND FOUNDATION WALL, AS NOTED ON PLANS. 2. PROTECT WORK OF OTHER TR ARES FROM DAMAGE AND DEFACEMENT Exceptions: W
SIGN OR CONSTRUCTION ERRORS. �'
8. PROVIDE WALL REINFORCING AS INDICATED ON THE PLAN. CAUSED BY TH15 WO . REPAIR ANY DAMAGE CAUSED BY THE WORK OF 15A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE AND I. The triangular openings formed a the riser, tread and bottom tall a a guard
RKv
9. ANCHORED BTE OLTS IN CONCRESHALL BE HOOKED 3/4' X 12" AT A MAXIMUM TH15 SECTION. REMOVE ELECTRICAL OUTLET AND SWITCH PLATES, AS PER ENCLOSED NAILING SCHEDULE. BRACE,PLUMB AND LEVEL ALL MEMBERS AND at the open side of a stairway are permitted to be of such a size that a sphere
3' O.G. AND NO MORE THAN I'l FROM CORNERS. MECHANICAL DIFFUSERS,GRILLES,ESCUTCHEONS, RE615TER5,SURFACE SECURE HITH 5Ut-FIC,IENT NAILS,SPIKES,AND BOLTS TO ENSURE R1610ITY. 6 Inches (152 mm) cannot pass through. W
HARDWARE,FITTIN55 AND FASTENINGS PRIOR TO COMMENCING THE WORK. 135. LAP JOISTS OR TRU55E5 OVER BEARING BEAM TO BE SECURED T06ETHIER. SECURE OCCUPANCY OR W
10. PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION 2. Openings for required wards on the sides of stair treads shall not allow a
WALLS. STORE,GLEAN AND REPLACE UPON COMPLETION. BUTTED JOISTS WITH( I'WIDE BY IG,"METAL STRAPS AND TWO 8d NAILS TO FAGH � g Q gC1 ln �
II. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING 3. PAINT CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR IF ANY PROVIDE
sphere 43/6 Inches (10-1 mm) to pass through. Q
SURFACE TO BE PAINTED OR STAINED 15 FOUND TO BE UNSUITABLE TO 13 G. P IRECTI SOLID SURFACE AT ALL CORNERS AT LEAST I-1/4 WIDE IN BOTH E I UNLAWFUL W 0
CAPACITY OF I TONS/SQ.FT. OR A5 PER SIGNED AND SEALED DESIGN SPECS. DIRECTIONS FOR SECURING SUBFLOORING DRYWALL,ETC.AND FOR 5l1RPAG155 WITH
PRODUGE PROPER FINISH. APPLY NO FINISH MATERIAL ON AN UNSUITABLE
OF A PROFESSIONAL ENGINEER,LICENSED IN N.Y.S. SURFACE UNTIL THE UNSUITABLE SURFACE HAS BEEN MADE SATISFACTORY. IRONING MEMBERS,OR KITH 2'WOOD BLOCKING SECURED WITH AT LEAST TWO 8d
12. PROVIDE WELDED WIRE MESH REINFORCING IN SLABS AS INDICATED ON THE PROVIDE SOLID BLOCKING FOR CROWN MOLDINGS,CASING,BAHETRIM OR OTHER
4. FINISH WORK SHALL BE UNIFORM,OF APPROVED COLOR,SMOOTH AND FREE MILLWORK AND CARPENTRY AS REMIRED. � 111-11
13. ALL FOUNDATION WALLS SURROUNDING BASEMENT AREA SHALL BE COATED. FROM RUNS. MAKE ENDS OF PAINT ADJOINING OTHER MATERIALS OR 13D. PROVIDE DOUBLE JolS�,AND HEADER AT WATER CLOSET DRAIN BENDS OF OCCUPANCY N n z
D�'l� PLOT PLAN 1 : 20
CONTRACTOR FOUNDATION
TO ASSEMBLE A 4' HIGH X S LONG SAMPLE WALL INDICATED COLORS SHARP AND GLEAN. WHERE HIGH GLOSS ENAMEL 15 USED,LIGHTLY AND AT ALL VENT AND MECHANICAL OPENIN65 2 OR MORE IN WIDTH UNLE55 w � (z
FROM FOOTING TO BELOW FIN15FED GRADE LINE,FOR ARCHITECTS SAND UNDERCOAT TO OBTAIN A SMOOTH FINISH GOAT. ALL STUDS
HALL BE BTC PROVIDED
EDT.
5. PROVIDE ALL NEWLY PAINTED SURFACES WITH (1) ONE GOAT TINTED PRIMER 1315. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING,MEMBERS IN STRICT N Q 0
APPROVAL PRIOR TO COMMENCING THE WORK. ACCORDANCE KITH NAILING 5GH�DULE' INCLUDED IN THESE
14. CONTRACTOR TO PROVIDE CYLINDER SAMPLES (5 PER TRUCK) TO 13E SENT AND A MINIMUM OF (2) TWO GOATS FINAL COLOR COAT,(U1NLE55 OTHERWISE SPECIFICATIONS OR A5 HEREAFTER NOTED: � 1r 1-
TO A TESTING LAB TO BE BROKEN OPEN AND TESTED AT-1, 14 AND 28 DAYS RECOMMENDED BY MANUFACTURER'S SPECIFICATIONS) TO PROVIDE A SOLID, 13E.I. SECURE SOLD=PLATES WITH 16d NAILS 16'O.C.THROUGH SUBFLOORIN6 AND INTO � LEAD CONTE*T � � .- �
RESPECTIVELY. NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF UNIFORM AND DURABLE FIN15H. ALLOW PROPER DRYING TIME BETWEEN FRAMING OR BLOCKING. J Q (--
OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING COATS. 13152. 5TUL75 NOT LESS THAN 2'x 6"OR 2"x 4'a LG,•o c.FOR EXTERIOR OR 1Nrszlorz RETAIN STORM WATER RUNOFF CERTIFICATE OF OCCUPANCY
THE VOLUME AND STRENGTH of CONCRETE DELIVERED EACH DAY. 6. DELIVER ALL PAINT TO JOB 51TE IN UNOPENED CONTAINERS BEARING THE HALLS,,RESPEGTIVFLLY,DOUBLED AROUND OPENING AND TRIPLED AT CORNER5. NOTE: TH15 PROPERTY 15 LOCATED PURSUANT TO CHAPTER 236 ~ y -q
I5. ALL CONCRETE TO R POURED MONOLITHICALLY, WITHOUT COLD JOINTS, MANUFACTURER'S LABEL,AND SHOWING PAINT TYPE, SHEEN AND COLOR. 13.E5. PLATES AND BLOCKING TO BE THE SAME WIDTH A5 RELATED STUDS OR HIDl3Z
13.15.4. FRAMING To COORDINATE WITH THE WORK OF OTHER TRADES. WITHIN ONE MILE OF THE COAST AND 15 OF THE TOWN CODE. SOLDER USED IN WATER
UNLESS PERM155ION 15 OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO -1. PAINT TYPES USED SHALL BE THOSE SPECIFICALLY RECOMMENDED BY THE 13.E5 PROVIDE TWO(2)2"X 4"WITH FULL.LENGTH KING,P05T 5TUD5 AT THE END OF ALL
PLACEMENT OF SAME. MANUFACTURER FOR THE MATERIAL ON TO WHICH THEY WILL BE APPLIED. HEADERS UNOI. I5E NOTED OR ASO. THEREFORE WITHIN THE WIND BOURNE SUPPLY SYSTEM CANNOT
MASONRY: PAINTING CONTRACTOR SHALL FOLLOW MANUFACTURER'S INSTRUCTIONS FOR 13.E.6. PROVIDE SOLID BEARING FOR ALL TRI155E'',JOISTS, 5,GIRDERS,POSTS,ETC.
PROPER APPLICATION OF THE PAINT. O.E.T. UNLE55 NOTED OTHERWISE PROVIDE DOUBLE HEADER AND THRIMMM5 AROUND ALL DEBRIS ZONE. EXCEED 2/10 OF 1% LEAD.
1. ALL CONCRETE BLOCK 15 TO HAVE "DUR-O-WALL" REINFORCING EVERY 6. ALL SURFACES To BE PAINTED SHALL BE THOROUGHLY GLEANED, AND OPENINGS IN SIZE TO MATCH ADJACENT FRAMING.
SECOND COURSE. FILL TOP COURSE SOLID. ALL FOOTINGS SHALL. BEAR PREPARED FOR PAINTING PRIOR TO APPLICATION OF PAINT. PROVIDE 13.F. SUB-FLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS,NAIL WITH 5 P-,° 11' 008 E IOOAO'
ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF 2 TONS/50.FT. VENTILATORS A5 REQUIRED TO PREVENT BUILD-UP OF FUMES. ����, �I�I LONG�G�o �AND TIO AT JOINTS
F - - - - - - - - _IIIIIIIIIIIIIIIIIIIII�
2. MORTAR MIX TO BE ONE PART PORTLAND CIEMENT, ONE PART LIME PUTTY, 9. THOROUGHLY FILL ALL NAIL HOLES AND OTHER SURFACE IMPERFECTIONS .o PLUMBING
AND SIX PARTS SAND, OR ONE PART MASONRY GEMENT AND THREE PRIOR TO SANDING ALL WOOD TO A SMOOTH AND EVEN FINISH. DUST OFF SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDEIRLAYMENT,
PARTS SAND. PROVIDE WELDED WIRE ME5HI REINFORCING IN WALL,OR AND APPLY PRIMER TO SURFACES RECEIVING PAINT,OR STAIN WOOD. SAND WHERE SHEATHREQUIRING
HA'BE SIMILARLY INSTALLED. t-
WHERE INE WASTE.
13.6. ROOF SHEATHING SHALL BE LAID WITH FAGS BRAIN AT RIGHT ANGLES TO SUPPORTS, �Sa WATER LINES NEEE)
FLOOR 5LA 35 AS INDICATED ON DRAWINGS. ALL WOODWORK TO A SMOOTH AND EVEN FINISH BETWEEN COATS. LOCATE END JOINTS OVER SUPPORTS,5TA66Ez JOINTS,PROVIDE METAL "H'CLIP AT
3. GONTRAGTORS TO ASSEMIBLE A 4' HIGH X 8' LONG SAMPLE WALL INDICATING lo. PRIME ALL SURFACES WHICH RECEIVE PAINT PRIOR TO APPLICATION OF JOINTS AT SIDES OR PANELS WHEN SPACING OF SUPPORTS 15 GREATER THAN 16'O.G. I cr I Tf TlF�IG, I~FQR�CQUERING ' a
THE EXACT EFFECT of ANY MASONRY SURFACE,FOR THE ARCHITEGT5 FINAL FINISH, IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS 13.H. FURRING,WHERE REQUIRED TO BE TRUE TO LINE,NOT OVER 16-O.C.AND FASTENED `'
APPROVAL,PRIOR TO COMMENCING WITH THE WORK. 11. PRIME BACK OF ALL EXTERIOR AND INTERIOR WOOD AND TRIM PRIOR TO SECAREI_Y TO SUPPORTING SURFACE. � � 5. I ' a
4. FILL ALL BLOCK SOLID UNDER ALL LINTELS WITH PORTLAND GEMENT FILL. INSTALLATION. FILL ALL CRACKS AND HOLES WITH PLASTIC, WOOD OR
5. PROVIDE BRICK VENEER TIES (HOT GALVANIZED)m20" O.G.VERTICAL AND Ib" PUTTY. THOROUGHLY CLEAN SURFACES AND APPLY NO FINISH UNLESS 14. ALL FLOORS TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER In' 'COMFORT O °�
E
O.G. HORIZONTAL EACH WAY TIED INTO WOOD FRAME OR BACKER SURFACES ARE DRY AND READY FOR APPLICATION. SAND SURFACES OF BOARD'OR OTHER APPROVED EQUAd-,OVER 3/4.5UBi1OOR FLOORS TO BE COVERED
BLOCK. TRIM SMOOTH AND WIPE GLEAN PRIOR TO APPLYING STAIN GOAT,OR PRIMER KITH OAK FLOORING,QUARRY TILE OR CERAMIC,TILE SHALL HAVE ONE LAYER OF 3/4" �i E
b. PROVIDE WEEPHOLES AT APPROPRIATE LOCATIONS a 2-O" O.G. FOR WOOD RECEIVING PAINT FINISH. ALLPLYLUMBER
SUBFL DELIVERED
I _ I TRUSS PP AG'Afl®°NG R�C�CjIREO rn Z
15. ALL RINSER 17FLIVERED AND STORED AT PROJECT 517E SHALL BE PROTECTED FROM THE _ I -----�- �_��'�--_-� -- � I- ` 3 01
�
�. MAINTAIN MINIMUM 1' AIR SPADE BETWEEN VENEER AND WOOD FRAME WALL. 12. AT COMPLETION,TOUCH-UP AND RESTORE FIN15H WHERE DAMAGED AND WEATHER WITH A TARPAULIN OR HEAVY GAUGE PLASTIC. ALL HOOD MATERIAL SHALL BE
8. ALL STONE TO BE INSTALLED AS PER THE LATEST STANDARDS OF THE LEAVE ALL SURFACES IN 6000 AND GLEAN CONDITION. PROVIDE FOR ONE STOCK PILED ON WOOD DUNNAGE,IN A RELATIVELY FLAT,DRY AREA THE SAME $ EXIST R/0 i $ ca .o
BUILDING STONE INSTITUTE (85.1.) TOUGH-UP TRIP FOR ENTIRE PROJECT PRIOR TO OPENING. PROTECTION SHALL.BE PROVIDED DURING SHIPPING AND INSTALLATION. _ PATIO I O
9. PROVIDE POURED CONCRETE DEAFENING UNDER ALL FIREPLACE HEARTHS. 13. OTHER PAINT MANUFACTURERS MAY NOT BE SUBSTITUTED FOR THOSE 16. ALL TRIM TO BE ALLOWED To ACCLIMATE TO SURROUNDING HUMIDITY LEVELS IN HOUSE � I
10. MAINTAIN 2" MIN. CLEARANCE BETWEEN FIREi'LAGES/CHIMNEYS AND SELECTED, REQUIRED OR RECOMMENDED. FOR A MINIMUM OF 2 WEEKS PRIOR TO INSTALLATION. CLIMATE CONTROL SYSTEMS 1�
COMBUSTIBLE MATERIAL A5 PER RESIDENTIAL CODE OF NEW YORK 14. FINISH INTERIOR SURFACES AS SCHEDULED ON DRAWIN66 EXCEPT AS �-BE INSTALLED AND OPERATING DURING ACCLIMATION PERIOD. I V
MODIFIED AND SUPPLEMENTED HEREINAFTER AND UPON WRITTEN OWNER h• WHERE POSSIBLE,USE FULL.LENGTH PIECE5,1 OF JOINTS,WHERE JOINTS ARE Z5.6 - 1 '9 Date Revision/Issue
1 STATE. NECEHSARY.THEY SHALL BE INCONSPICUOUSLY LOCATED AND GUT IN A 50ARF JOINT ELECTRICAL.
11. ALL FIREPLACES,SURROUNDS AND MANTELS TO BE INSTALLED IN STRICT APPROVAL. IN GENERAL,USE E665HELL SHEEN FOR WALL BOARD SURFACES, -- - -- I INSPECTION REQUIRED
CONFORMANCE TO FIRE UNDERWRITERS SPECS. AND RESIDENTIAL CODE 5EMI-61-055 FOR HOLLOW METAL AND WOOD TRIM AND FLAT FOR IG,. ALL JOINTS,BOTH MITER AND SCARF,TO BE GLUED AND NAILED. I 1 1
OF NEW YORK STATE. DIGTHORK. Iq. ALL EXTERIOR FLAT STOCK TRIM TO BE PRE-PRIMED. BOTH FRONT AND BACK AS PER I _
12. PROVIDE GAS, LINES FOR Lo6KIT5 OR STARTER MANIFOLDS AS DIRECTED 15. WOOD FLOORING TO BE SANDED AND FIN15HED WITH THREE (3) COATS PAINTING AMS SHALL
HAVE
TO FOLLOW.ALL JOINTS TO B15 WEATHER GUT AND GLUED. �
ON PLANS. PROVIDE L06KIT5 FOR ALL PREFABRICATED FIREPLACES. POLYURETHANE. 20. FLITCH BEAMS SHALL HAVE A MINIMUM Fb=36,000 E=29,000,000 WUTN In'E3oLT5 EXIST MSTY 1
LOCATED NOT CLOSER THAN 2'FROM THE TOP AND BOTTOM EDGE,UNLESS OTHERWISE FRAME 1 GONVI
13. ALL STONE To BE INSTALLED IN 2'-0' VERT) LIFTS ALLOWING SUFFICIENT TRU55 J0I5T5EA
: NOTED.THERE SHALL BE A BOLT,BOTH TOP AND BOTTOM,2"FROM CH END. I DWELLING 1
*110 I 1 Additional
TIME FOR MORTAR TO CURE. I. AL1.PREFAB TRUSf7-JOISTS ARE TO BE INSTALLED AS PER MANUFACTURERS W I i 3
5TEEL: SPECIFICATIONS. INTERNATIONAL GODS COUNCIL ENER6Y CONSERVATION CODE -
/ � �
I. ALL STRUCTURAL STIP SHALL 155E NEK AND CONFORM To ASTM A50 2. PROVIDE�STIES AROUND END SUPPORTS AND UNDER ALL POSTS FROM FINISH I I Certification I
FLOOR A5 PER MANUFACTURERS SPECIFICATIONS. I• ALL WINDOWS SEAL-L-HAVE A�►N INFILTRATION RATING OF o3 CFM PER FOOT OF PERABLE g F ;T�, J g Drawn By:
2. THE D DAN,FABRICATION AND ERECTION F ALL STRUCTURAL 5Tffi.SEAL_BE IN SASH. ALL SWING,TYPE AND SLIDING GLASS DOORS SHALL HAVE AN INFILTRATION RATE
AGGORDANCE WITH THE LATEST EDITION OF THE AI5G SPC-GIFICATIONS. S. MINIMUM BEARING DISTANCE TO 153E 2-1/40.5. PROVIDE RIM JOIST'S AROUND PERIMETER OF IA GFM PER SQUARE FOOT OF DOOR AREA. xay Be Required.
3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM AS PER MANUFACTURERS SPECIFICATIONS. t g OP G OARBONARO
A325 OR A-490 190LT5 WITH LOCK WASHERS. 2. ALL HEATING EGTUIPMENT SHALL MEET THE EFFICIENCY STANDARDS OF THE NYS.ENERGY
4. PAINT ALL STEEL ONE 5HOP GOAT OR RUST INHIBITINE PAINT AND FIELD TOUGH4IP WOOD FLOORING: CONATION CODE.
EXCEPT FOR AREAS TO BE WELDED. COLOR TO BE GRAY UNLESS OTHERWISE DIRECTED 1• WHOOD FLOORING MATl3tIAL TO BE SELECT®BY OWNER OR fti5 INDIGATT]7 ON PLANS. 3. ALL MEGHANIGAL 5YSTH�IS SHALL CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE, O ,�
BY THE ARCHITECT. 2. WOOD FLOORING MATERIAL TO BE STORED IN HEATED HOUSE FOR TWEE(3)WEEKS AND ALL LOCAL C 20M HAVING JURISDICTION. F,asr ewac U) / Project#
5. ALL 5TRl1GTUFRAL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS IN PRIOR TO INSTALLATION. FLOORING TO BE STORED IN A MANNER 50 AS TO ALLOW 4. THERMOSTATS SHALL MEET A MINIMUM REQUIRED RANGE OF 45--14 DEGREES,F. z I PAVB2 DRWlWdAY I�(1 40
COMPLIANCE WITH THE AMERICAN WELDING PERF RMED 13 STANDARD QUALIFICATION PROPER AIR FLOW AROUND MATERIAL A5 PER MANUFACTURER'S SPECIFICATION. S. DOMESTIC HOT WATER SHALL BE EQUIPPED AITH CONTROLS TO LIMIT HOT WATER I I �"' MMXVI I 1-10
COMPDUKE 3. HOOD FLOORING TO BE PLACED LOOSE ON GLEAN PLYWOOD SUBFL.00R FOR 24 HOURS I PEIRA�IURES TO 140 DEGREES F.
PROC46. ALL WALL BEARING BEAMS TO HAVE STANDARD ARNGLES,ANCHORS AND BEARING PRIOR TO FINAL INSTALLATION b. ALL NEW CONSTRUCTION SHALL CONFORM TO THE I GL.ENERGY CONSERVATION �
CONSTRUCTION CODE DATED 2016 1 T
'7Scale
PLATES,MLE55 OTHERM515 NOW ON DRAWINGS. WOOD INTERIOR TRIM: 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED. PROVIDE SOUND ATTENUATION W � . A5 NOTED
. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR ALL CONNECTIONS AND STEEL LAYOUT FOR I. HOOD TRIM TO BE A5 INDICATED ON PLANS. BLANKET IN ALL INTERIOR WALLS AND FLOORS COMMON TO BATHROOMS AND NOISE �
APPROVAL PRIOR TO FABRICATION. 2. WOOD TRIM MATERIAL TO BE STORED IN HEATED HOUSE FOR(2)WEEKS PRIOR TO PRODIUGTION ROOMS
8. ALL STMLL
MANNER 50 AS TO ALLOW PROPER AIR WALL 4' R-15
TO ARC.EEL To BE CERTIFIED TO BE OF THE SIZE SPECIFIED IN THE PLAN UPON DELIVERY INSTALLATION. WOOD TRIM TO BE STORED IN A HHITEGT. FLOW AROUND MATERIAL A5 PER MANUFACTURERS SPECIFICATIONS. WALL 6' R-21 I 1 '
DEGIGIN6: 3. HOOD TRIM 15 TO BE APPLIED TO GLEAN SURFACE. CEILING q' R-30 I I Date
I. ALL EXTERIOR FINISHED DECKING TO BE 514' X 5'T46 FIR DECKING. PRIMEDBOTH FL°°R 4" R-30
SIDES PRIOR TO INSTALLATION AND 'BLIND'NAILED AND GLUED IN PLACE. 8. THE RAT10 OF GLAZING SQUARE FOOTAGE TO UNG O EXTERIOR WALL SQUARE FOOTAGE �-5b� .TUNE I O, 2O I S
/ �
2. ALL STRUCTURE FOR DECKING TO BE CGA PRESSURE TREATED LUMBER IN SIZES SHALL BE SUCH THAT THE TOTAL THERMAL RATING OF THE BUILDING ENVELOPE SHALL BE
INDICATED AND INSTALLED A5 P132 OMPA STANDARDS. NO L.E55 THAN ZERO A5 SPECIFIED BY THE I.G.G.ENERGY CONSERVATION CONSTRUCTIONL - � - - �
3. ALL RAILINGS TO BE MANUFACTURED FROM GRADE: 'A'WESTERN CEDAR IN 51ZE5 AND Sheet#
STYLES INDICATED. &n.CODE 2016.
TO BE INSULATED(b9U). N 8-1. 11' 00' W 100.00'
8b. ALL DOORS TO 1915 INHUI AT1D AND HAVE T^EATHIR-5TRIPPIN6(.40U).
rm"Mm" AM
q. REFER TO RE5-CHECK FOR I.G.G.E.G.G COMPLIANCE.
RUTH ROAD
■era as za - O s ams Im"Mirl :�BWVP�asrrara+'� u:M'A'*NV ,'A-i'.r,u-riW i.� zt4+.;tax aU=Z.:sa,.raU.urvr nLL &:x&,�_�.,KJU� w� uLi ,,:a::x.�a�:e zgr I!A!s;�+.ya.•a sew-•,enra2:�nw».r',roue;"tkt�-c .�:" l4�s�::s�._�r,.,kt:et2 warm:: ns" i&bLu¢ -Alm .
1'
TABLE 5 . 1 NAILINO SCHEDULE t Q "n
0 O 4
C ENERAL NOTES
..... TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) s���b► * �P
1. THE MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS OVERGUT 4
HO AGK
OF THE 2016 N.Y.S.CODE.
12 24
............
°`'` DINT DESCRIPTION NUMBER OF NUMBER OF
2.
THE PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS ...... NAI SPACING
25-32 OF THE 2016 N.Y.S.CODE.
:• ON NAILS BOX NAILS
Z Z
ELECTRICAL EQUIPMENT AND WIRING SHALL
BE INSTALLED IN ACCORDANCE ROOF FRAMING d
3.ELECTR Q
F THE 2016 N.Y.S.CODE.
WITH CHAPTERS 33-42 O ".: IL
111 RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-IOd U d) A-
PER RAFTER 4 N
�- <
4.EXTERIOR WINDOWS
AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE
U
8 : . :::::.,.:..... °, ': GEILI NG JOIST TO TOP PLATE OE-NAILED
WITH SECTION R613.5• ALL GLAZING IS TO COMPLY WITH SECTION R308. Q
3-8d 3-IOd PER JOIST _ 1U 111 tp
N R 0 .6 ALL INTERIOR AND EXTERIOR STAIRWAYS - - _
$.IN ACCORDANCE WITH SECTIO 3 3 k" ..:.:.::.:::::::" ":`::.; ";' Z J Q
SHALL BE PROVIDED WITH A MEANS TO ILLUMINATE THE STAIRS,INCLUDING CEILING JOIST LAPS OVER PARTITION (PAGE NAILS ) 4 Ibd 4-40d EACH LAP
4-4-Od EAGH LAP �
LANDINGS AND TREADS. Z O =
E � �z
.: . ... COLLAR TIE TO RAFTER (PAGE-NAILED) 4-I0d 4-12 ` Z F- Q
6.IN ACCORDANCE WITH SECTION R807.1,AN ATTIC ACCESS OPENING SHALL BE
VERTICAL HEIGHT OF d PER TIE I-
PROVIDED TO ATTIC AREAS THAT EXCEED 30 S.F.AND HAVE A VE
BLOGKING TO RAFTER TOE-NAILED
30"OR GREATER.THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22"x30"
AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. 2- 2-IOd EACH END
RIM BOARD TO RAFTER (END-NAILED) 2-I6d 3-16d EACH END
7.IN ALL FRAMED WALLS,FLOORS AND ROOF/CEILINGS COMPRISING ELEMENTS OF
THE BUILDING THERMAL ENVELOPE,A MOISTURE VAPOR RETARDER SHALL BE I. APPLY VAPOR BARRIER, 2. APPLY 51LL STRIP 3. INSTALL WINDOW PER L FRAMING
INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ACCORDANCE OUT CORNERS ON DIAGONAL MANUFACTURER'S KITTEN
WITH SECTION 8318. AND FOLD INTO OPENING INSTRUCTION5 TOP PLATE TO TOP PLATE (FAGS-NAILED) 2-1bd 2-1bd PER FOOT
8.WALL AND CEILING FINISHES SHALL HAVE AFLAME-SPREAD CLASSIFICATION O
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1bd 5-Ibd JOINT5 - EACH 51D Q
"`
not GREATER THAN 200 AND A SMOKE-DEVELOPED INDEX OF NOT GREATER5TIJD TO STUD (FACE
. . .........
24" O.C.THAN 450 IN ACCORDANCE WITH SECTION 8375. :: : '' 16d E
2 Ibd 2 Ibd
HEADER TO HEADER AGE NAILED) Ibd ALONG ED 5
9.INSULATION SHALL HAVE AFLAME-SPREAD INDEX OF NOT GREATER THAN 25 AND
.. :::::
A SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 IN ACCORDANCE
:.::::::
TOP OR 130TTOM PLATE - -
;,:
WITH SECTION R316. D d r r
2 2-40 PER STUD ® '
130TTOM PLATE TO FLOOR JOIST BANDJOI5T,
lo.INTERIOR WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH ENDJOIST OR BLOGKING (FAGS-NAILED) 2-Ibd PER FOOT ' -1
.
SECTION R702 AND EXTERIOR WALL COVERING SHALL BE INSTALLED IN
m pZNN (V
ACCORDANCE WITH SECTION R703.
FLOOR FRAMING
W 114
ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 11.AS N RL
J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4-10d PER J015T -1 9
.
H -
12.IN ACCORDANCE WITH SECTION R321,APPROVED NUMBERS OR ADDRESSES do
SHALL BE PROVIDED FOR ALL NEW BUILDINGS IN SUCH A POSITION AS TO BE
r BR DC GTO JOIST TOE NAILED 2- -
8d 2 IOd EACH END X
PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (TOE-NAILED)BLOCKING TO JOIST TOE NAI
( LED) 2 8d 2-I0d EACH END J -
11 tYl W 1!-
13.STAIRWAYS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R311.5 BLOGKING TO 51H OR TOP PLATE (TOE-NAILED) 3-16d 4-1bd EAGH BLOCK
AND HANDRAILS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R311.5.6.
:..
LEDGER STRIP TO BEAM (FAGE-NAILED) 3-16d 4-16d EACH JOIST
J015T ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST
4. APPLY JAMB STRIPS 5. APPLY HEAD STRIP OVER HEAD 5 RIP ANDBARRIER
BAND J015T TO J015T (END-NAILED) 3-Ibd 4-1bd PER JOIST
WIND UPLIFT DEVON TAPE OVERGUT 5EAM5 BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-Ibd 3-16d PER FOOT
WOOD FRAME CONSTRUCTION MANUAL HOUSE WRAP IN5TALLATION DETAIL
FOR ONE&TWO FAMILY DWELLINGS(2015 EDITION)
ROOF SHEATHING
_ ��fN
-SECTION 3.2.1.7 SILL PLATE TO FOUNDATION5TRUGTURAL PANELS 8d IOd 6" EDGE / 6" FIELD
-TABLE 3.2,3.2A-c
-SECTION 3.2.2.3 WALL ASSEMBLY TO FOUNDATION
GABLE ENDHALL RAKE 8d IOd 4" EDGE / 4" FIELD
-TABLE 3.41 =
-SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY DIAGONAL BOARD 5HEATHIN5
-TABLE 3.4,3.4B �. I"xb" or I"x8" 2-8d 2-10d PER SUPPORT
-SECTION 3.2.3.1 HOLDDOWNS
-TABLE 3.17E TABLE R301.2.1.2
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE AD �-DRILLIED I NII" or WIDER 3-8d 3-I0d PER 5UPPORT
FOR WOOD STRUCTURAL PANELS a,b,c HINDOW 'SIB HOLE
-TABLE 3.7
-SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY FASTENER 5PACIN& )�" GDX CEILING SHEATHING
-TABLE 3.4,3.4B FASTENERPLYWOOD PANEL
-SECTION 3.2.5.1 RIDGE STRAPS TYPE PANEL SPAN 4 FEET 6 FEET
<PANEL SPAN <PANEL SPAN GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD
-TABLE 3.6,3.6A <4 FEET
_ <6 FEET <8 FEET
2 "#6 - - TYPICAL PI2-1A)I LLEP flOLE LOCATION WALL SHEATHING
WOOD ib' 12" q'
TABLE 3.4B SCREWSPER 1
1
11
0
0
Yy - STRUCTURAL PANELS 8d IOd b" EDGE / b" FIELD
Q
UPLIFT STRAP CONNECTION REQUIREMENTS 2J"#s FIBERBOARD PANELS
WOOD 16" I6' 12"
(ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION) SCREWS we bd3 - 3" EDGE / b" FIELD
(PRESCRIPTIVE ALTERNATE TO TABLE 3.4) FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm, 1 POUND=0.454 kg, • 'A2 8d3 - 3" EDGE / b" FIELD `W d)
TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL 1 MILE PER HOUR=.44M/S p GYP5UM WALLBOARD 5d GOOLER5 5d COOLERS 7" EDG �E / 10" FIELD tu
FOR ONE & TWO FAMILY DWELLINGS (2015 EDITION) a.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECONDS GUST)OF 130 MPH HARDBOARD ad 8d 6" EDGE / 12" FIELD Q W Q
TABLE 3.45 SHEAR WALLS RE515TIN6 UPLIFT AND AND MEAN ROOF HEIGHT OF 33-FEET OR LESS. 3 . PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURE lel Q
SHEAR b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL
O RE5MPTIVE ALTERNATIVE TO TABLE 3.4) PANEL. DIAGONAL BOARD 5HEATHIN6 � U)
IOOYR WIND SPEED 3 SECOND 6U5T(MPH) 11011115 120 130 140 150 1 Ib0 I NO , OO 195 c.WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL � •
BE ATTACHED UTILIZING VIBRATION-RESISTENT ANCHORS HAVING A MINIMUM I"xb" or I"x8" 2-8d 2-10d PER SUPPORT k) = LU
WOOD STRUCTURAL PANEL SHEAR WALL TOP AND BOTTOM P ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS.
REQUIREMENTS NAILING REQUIREMENTS � I"xl0" or WIDER 3-8d 3-IOd PER SUPPORT -1 Z
MAXIMUM ROOF SPAN(FTI TYPICAL \VI NDO\V PAN EL =� G V
ROWS NAIL FLOOR SHEATHING
SHEATHING THIGKNE55 SHEAR WALL NAILING NAILS SPACING
(Iw STRUCTURAL PANELS +k
T/I6"0513 OR 15/32 8d COMMON NAILS® 4" 14 3 36 32 24 L 12 - - - - - TABLE R301.7 TABLE R301.5 I" OR LESS 8d IOd 6" EDGE / 12" FIE W a
PLYWOOD WITH SPECIES PANEL E06E 5PAGIN6 6 36 32 24 12 - - - - - - ALLOWABLE DEFLECTION OF MINIMUM UNIFORMLY GREATER THAN I" lod Ibd b" EDGE / 6" FIELD
OF PLIES HAYING 61 AND 12" FIELD 4 36 5b 36 36 36 32 28 20 16 12 STRUCTURAL MEMBER'
0.49 SPACING DISTUBUTED LIVE LOADS DIAGONAL BOARD SHEATHING �
3 36 1 36 36 36 36 36 3b 36 32 241 ALLOWABLE (IN POUNDS PER SQUARE FOOT) 111x6" or I"x8" 2-8d 2-I0d PER SUPPORT ~
6 36 - - - - _ _ _ _ _ STRUCTURAL MEMBER DEFLECTION IW
IMP 055 OR 15/32 Sd COMMON NAILS® 6" 14 4 36 32 24 12 - - - - - - USE LIVE LOAD I"xl0" or WIDER 3-8d 3-IOd PER SUPPORT (�
PLYWOOD WITH SPECIES PANEL E06E 5PAON& 3 36 36 36 36 28 20 I6 12 - - RAFTERS HAVING SLOPES GREATER THAN 3/12 ATTICS WITH LIMITED 5TORA& 20 1
OF PLIES HAYING 6> AND 12"FIELD 6 36 36 36 I 36 28 20 I6 12 - - WITH NO FINISHED CEILING ATTACHED TO L/180 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL
0.44 5PAGIN6 1 4 36 36 36 36 36 36 36 32 24 20 RAFTERS ATTICS WITHOUT 5TORA& 10 SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES,NAILING
REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES,
3 36 36 36 3b 36 36 36 36 36 32 INTERIOR WALLS AND PARTITIONS H/180 ATTICS WITHOUT 5TORAGE WITH 'STAIR5 30
SHALL BE USED TO MAINTAIN THE LOAD PATH.
6 3b FLOORS AND PLASTERED CEILINGS L/36o EXTERIOR BALCONIES AND DECK5 40 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED
15/32 05B OR l0d COMMON NAILS 0 14 4 36 36 28 20 12 - - - - - TO BE REDUCED TO 1-16d NAIL PER FOOT. a
PLYWOOD WITH 6' PANEL E06E 3 36 36 36 36 36 24 20 I6 12 - ALL OTHER STRUCTURAL MEMBERS L/24o FIRE ESCAPES `b 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED,CHECK IBC FOR ADDITIONAL 'd
SPECIES OF PLIES 5PAGIN6 AND 12" 6 36 36 36 36 36 24 20 I6 12 GUARDRAIL5 AND HANDRAIL5 200 REQUIREMENTS. E
HAVIN6 6>0.," FIELD SPACING 25 4 36 36 36 36 36 36 36 36 32 EXTERIOR WALLS WITH PLASTER OR STUCCO H/360
24 FINISH GUARDRAILS IN-FILL COMPONE'N'TS 50
rn
3 36 36 3b 36 36 36 36 36 36
TABLE R402.2 3
EXTERIOR WALLS-WIND LOADS WITA BRITTLE PASSENGER VEHICLE GAR GES 5CSa MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE o a
I.SEE AWG/AN51 5PEGIAL M516N PRO `ISION5 FOR WIND AND SEI5MIG (50PW5) FOR PROPER OB16N AND FINISHES L/240 ROOMS OTHER THAN 5LEEPING ROOMS 40
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (F'c)Q
DETAILING OF WOOD STRUCTURAL PANELS USED TO PE515T COMBINED SHEAR AND UPLIFT FROM WIND SLEEPING ROOMS 30 TYPE OR LOCATIONS OF
2.WHERE FRAMING HAS A SPECIFIC 6RAVITY OF 0.44 OR 6REATER,TABL/120 TABULATED MAXIMUM ROOF SPANS SHALL EXTERIOR WALLS-WIND LOADS WITA FLEXIBLE CONCRETE CONSTRUCTION WEATHERING POTENTIAL' Date Revision I Issue
BE PERMITTED TO BE MULTIPLIED BY 1.08,BUT IN NO CASE SHALL THEY EXCEED A SPAN OF 36FT. U FINISHES STAIRS 4& NEGLIGIBLE MODERATE SEVERE
3.TABULATED VALUES FOR PLYWOOD A5W-1E PLYWOOD WITH A SPECIES OF PLIES HAVING A SPECIFIC
6RAVITY OF 0.49 OR 6REATER FOR PLYWOOD WITHI OTHER SPECIES,MULTIPLY THE MAXIMUM TABULATED ROOF NOTE:L-SPAN LENGTH,H=SPAN HEIGITr FOR suerlalEs TO T sorb Nrs.CME BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE
i'AN5 BY O.qO � 2,500 2,500 2,500`
5
4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE'TOP MEMBER OF THE DOUBLE TOP PLATE AND BOTTOM a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT NOT EXPOSED TO THE WEATHER
AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN.
PLATE BY 11/2"AND A 51N6LE ROW OF FASTENERS SHALL BE PLACED 3/4"FROM THE PANEL ED6E. Z b.FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE BASEMENT SLABS AND INTERIOR SLABS ON GRADE, c
5.WOOD 5TRIX TURAL PANEL5 SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE AND BOTTOM � CANTILEVER 2,500 2,500 2,500
PLATE BY 11/2".ROWS OF FASTENERS SHALL BE 1/2" APART WITH A MINIMUM 1176E DISTANCE OF 1/2".EACH ROW O EXCEPT GARAGE FLOOR SLABS
SHALL HAVE NAILS AT SPECIFIG 5PAGIN6. c.FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF
(� SIJNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING EDGE OF GLASS OR BASEMENT WALLS, FOUNDATION WALLS,EXTERIOR WALLS raven By:
SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60.FOR
SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO AND OTHER VERTICAL CONCRETE WORK EXPOSED TO 21500 3,000 3pOOd G GAtRBONAtRO
QCOVERS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120 WEATHER
LL PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE p dA Project#
il- d
2,500 3000 3,500 MMX I 11-10
z TABLE R301.2(1) WEATHER,AND GARAGE FLOOR SLABS
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
SUBJECT TO DAMAGE FROM ICE SHIELD FOR S1:1 POUND PER SQUARE INCH=6,895 kPa
H WIND DESIGN 1 Scale
GROUND SEISMIC WINTER AIR
UNDERLAY- FLOOD A.AT 28 DAYS PSI.
N SNOWSPEED TOPOGRAPHIC FROST LINE MENT HAZARDS WIND-BORN DESIGN DESIGN FREEZING B.SEE TABLE R301.2(1)FOR WEATHERING POTENTIAL. AS NOTED
JLOAD (MPH) EFFECTS DEBRIS CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX C.CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRARQED CONCRETE IN
ZONE ACCORDANCE WITI I FOOTNOTE D.
1 MILE CALL PLANS D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN
I- 20 psf 130VULT NO FROM C SEVERE BOF 3 FT. MODERATE SEE YES EXAMINERS 599 E.SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT.7 PERCENT. Date
COAST&FI BFG TO HEAVY BELOW OFFICE JUNE 10, 2018
Sheet#
h
lims to""ON" .. '!lIPP7lA e .'"P'-'if?Y'41'!'1!f'"'?4 _ . .r . '�'',!`R+,>xR'wT+,.fA:i"^.",7v'!f&�R!34T.1f�°7,»� °i"•<'rTf6 .a .. - .. .. r.
�G �b
Wo
T
NAILING AND STRAPPING HOLD DOWN CONNECTIONS ANCHOR BOLT SPECIFICATION d��p
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH BUILDING CORNER&O.H.GARAGE DOOR JAMBS)
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) �eJ�� •K 5
(SEE FLOOR PLANS FOR LOCATIONS) TABLES 3.2B,3.2C,3.3A
NOTE: RIDGE TABLE 3.17E
NOTE:
ALL STRAPPING TO BE 1 1/4"X2o GAUGE STEEL OR BOARD
SEE7`ABLE R301.2(1)SHT.N-1, TYPICAL TYPICAL
'SIMPSON' EQUIVALENT-CS20(COILED STRAP) ROOF SECOND FLOOR ATTACHMENT
FOR WIND SPEED SPACING CORNERS
ALL COIL STRAPPING TO HAVE MINIMUM 12" BEARING ON WALL STUDS(ALL (REQUIRED FOR ALL NEW CONSTRUCTION
STRAPPING SHALL BE INSTALLED AS PER MANUR SPECIFICATIONS) RAFTER
AND SECOND FLOOR ADDITIONS) 3'-0" O.G. (130 MPH) 6" MIN. Z
ALL STRAPPING TO BE SPACED AT 16"O.C.ALL TABLES REFER TO 2015 W.F.C.M. 2'-6" O.G. 140 MP 12" MAX. � � Q•- Q � �
------- F- U- W 5- }-
COLLAR TIE @ 32" O.C.MAX. —1 X z V N 9
CJ WHEN RIDGE IS STRAPPED. W
AT RAFTER TO RIDGE CONNECTION L— —— —— C.T. @16" O.C.WHEN NO "SIMPSON, HDQ8-SDS3 OR } !U - - �Z
FOR RIDGE STRAP- 4-8d COMMON NAILS OR STRAPPING IS USED. "SIMPSON" PHD6-SDS3 • _ _ Z � t- Q
� N < � OWu
4-10d BOX NAILS IN EA. 2-16d COMMON - W
NAILS @ 6 O.C. FOR PLAN 0 z Z f- Q LUOf- Z
END OF STRAP.-TABLE 3.6A
•• FULL LENGTH OF
FOR ALT. COLLAR TIE- 4-10d COMMON NAILS OR ROOF BLOGKIN STUD '4
4-12d BOX NAILS IN EA. RAFTER 0 ENDWALL °
END.-TABLE 3.6A
J 3" SQ x 5/16"WASHERS ~
NOTE: - -----
&END NUT SETUP
•
COORDINATE w/TABLE 3.411 DOUBLE SILL PLATE ON SHT.N-1 CEILING COPPER TERMITE SHIELD Q
FOR ALL STRAP CONNECTION REQUIREMENTS JOIST
AT RAFTER TO TOP PLATE
"SIMPSON" HDQ8-SDS3 OR w/ SILL INSULATION
E�
z "SIMPSON" PHD6 SDS3 5/8" DIA.ANCHOR w
TO STUD CONNECTION U
1-1/4"x20 GA. = 0
BOLTS(TYP.) '^ Z � cel r- ^;
FOR STRAP- (SEE TABLE 3.411 SHT.N-1) STL.STRAP OR (V ;. •. ® Q r O
AT EACH END OF STRAP "SIMPSON CS-20 FIRST FLOOR ATTACHMENT POURED CONCRETE ;• _ � c{1
—�- ALL STRAPPING,ANCHORS,HOLD DOWNS,&
FOUNDATION WALL
ADHESIVES TO BE INSTALLED AS PER (REQUIRED FOR ALL NEW CONSTRUCTION
FOR ALTERNATE- 14-10d NAILS AT EA.STRAP, MANUFACTURES SPECIFICATIONS. AND FIRST FLOOR ADDITIONS) ;e
"SIMPSON"MTS 12 AS PER MANUPRS REQQTS. Q Z ^ N
(TWO STRAPS TOTAL) UJ IIJ
(MEETS OR EXCEEDS UPLIFT
REQTs OF TABLE 3.4) - SECTION �
"SIMPSON" HDQ8-SDS3 NOTE: V� }
NOTE: %v LU
(2-STY.STRUCTURES)OR 1.) USE 5/8" DLA.ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO J X --1
FOR CATHEDRAL CEILING AT SLOPING RAFTERS OR "SIMPSON" PHD6-SDS3 2-16d COMMON CONCRETE W/3"SQUARE x 5/16"WASHERS AND END NUT SETUP. �J Ul 'Q Q
JOIST TO HEADER CONNECTIONS PROVIDE"SIMPSON" —SHOE PL. (1-STY.STRUCTURES ONLY) NAILS @ 6" O.C.FOR 2.)ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED ii. nl
"LSSU210"ADJUSTABLE HANGER. SUBFLR. FULL LENGTH OF BY HOLD DOWNS FOR SHEARWALLS. Q U!
BLOCKING STUD 3.)ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO
RIM JOIST FLOOR @ ENDWALL q 12"MAXIMUM FROM ENDS AND CORNERS.
AT STUD TO FLOOR ASSEMBLY JOIST
TO STUD CONNECTION
(ONLY APPLICABLE FOR TWO-STORY TOP PL.
a
CONFIGURATIONS) n: ° ' SPLICING OF TOP PLATE
FOR STRAP- (SEE TABLE 3.411 SHT.N-1) "SIMPSON" - z �i' n (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS)
AT EACH END OF STRAP MTS 16 ¢ TABLE 3.21
7/8"DIA.THREADED ROD EMBEDDED 121/2"INTO
FOR ALTERNATE- 14-10d NAILS AT EA.STRAP, - CONCRETE W/ 'SIMPSON' ET(HIGH STRENGTH EPDXY
"SIMPSON"MTS 16 AS PER MANUF'RS REQQTS. ADHESIVE) &FOR TEMPERATURES(0 DEG.TO 4o DEG F) TOP PLATE SPLICE TOP PLATE SPLICE
(TWO STRAPS TOTAL) USE'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE)
(MEETS OR EXCEEDS UPLIFT 1-1/a"xzo GA. REQUIREMENTS REQUIREMENTS
RE TS OF TABLE 3.4) STL.STRAP OR ONE STORY SLAB-ON-GRADE ALL OTHER CASES
"SIMPSON" CS-20
FOR SECOND- STRAPPING TO OVERLAP - Z Building Minimum Splice Building Minimum Splice
FLR.ADDITIONS FIRST&SECOND FLOOR 7 Dimension(ft.) Length(ft.) Dimension(ft.) Length(ft.)
STUDS BY MIN. 12" — SHOE PL. DOUBLE PORTAL FRAME
121-011 3'-O" 121-011 2'-0"
SUBFLR. FIGURE R602.10.6.2 ^OUBLE PORTAL FRAME
NOTE: (TWO BRACED WALL PANELS) 16'-0" 4'-0" 161-011 51-0"
ALL CLIPS &STRAPS CAN BE MOUNTED —RIM JOIST FLOOR EXTENT OF HEADER 11 ,
201-011 51-011 20 -0 4-O11
FROM EITHER ALL EXTERIOR OR ALL JOIST
INTERIOR,BUT NOT A COMBINATION OF BOTH. 24'-0" 6'-0" 241-011 4'-O"
INOLE PORTAL FRAM
SILL PL. (ONE BRACED WALL)
281-w 7'-0" 28'-0" 5'-011
AT STUD TO FLOOR ASSEMBLY e Ex':ENT OF HEADER 321-011 &1-011
6 32 -0 —011
TO SILL PLATE CONNECTION • '
° 36'-0" q'-O" 36'-0" 7'-O" v 61
FOR STRAP- (SEE TABLE 3..411 SHT.N-1) � •I
...... 40'-0" 11 _
11 I I 'O " 40 -O8'I O'1'
AT EACH END OF STRAP ( 6' TO 18' TYPICAL PORTAL FRAME CONSTRUCTIOW Q
50 -0 13-O
501-011 10 -O
4. FASTEN TOP PLATE HEADER WITH TWO !A '�
ROWS OF 16D SINKER NAILS A 3" O.C.TYP. FOR A PANEL SPLICE(IF NEEDED)PANEL 601-011 16'-O" 601-011 12'-O" cc �-
EDGES SHALL BE BLOCKED,AND OCCUR ,1 „ 11 11 U1 W 3
l-I 1000LB STRAP OPPOSITE SHEATHING WITHIN 24" OF MID-HEIGHT.ONE ROW OF 70 -0 19-O 70 -0 14-O Q M 1: Ul
FASTEN SHEATHING TO HEADER W/8D TYPICAL SHEATHING-TO-FRAMING NAILING 801-011 1 11 �-
i-1/4"x2o GA. _ � ` 22-O 801-011 161-011N Z
STL.STRAP OR COMMON OR GALVANIZED BOX NAILS IN 3" IS REQUIRED. IF 2X4 BLOCKING IS USED,THE V .�
"SIMPSON" CS-20 - Z
GRID PAT'T'ERN AS SHOWN AND 3"O.C.IN 2X4'S MUST BE NAILED TOGETHER WITH 3 TOP PLATE SPLICE LENGTH � 0
AT STUD TO FLOOR ASSEMBLY N ALL FRAMING(STUDS,BLOCKING,AND 16D SINKERS
ATE CONNECTION O SILLS) MIN DOUBLE 2X4 POST > r }-
TO SILL PL 1.)TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO- �
IN 2X4 FRAMING TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT,
(SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) —3/8"MIN THICKNESS WOOD STRUCTURAL MIN 1000LB TIE DOWN DEVICE Fox SHORTERsCs,THE NAIL SPACING
SHALL BE REDUCEDED I ORDER
N ORDER TO PROVIDE AN
�
FOR STRAP- (SEE TABLE 3.4B SHT.N-1) .'
PANEL SHEATHING EQUIVALENT NUMBER OF NAILS. Z
AT EACH END OF STRAP ^ •< . -SEE SECTION R602.10.6.2 2.)TABULATED SPLICE LENGTHS ASSUME A BUILDING Q
b e'
LOCATED IN EXPOSURE B OR C.
4 II—
• 3•)TOP PLATES SHALL BE A MINIMUM OF STUD GRADE
MATERIAL
MIN 42001.8 TIE- VOWN VENICE; (E MMVW
INTO CONCRETE; ANP NAII.ESV INTO
FSZAMING)
END VIEW SECTION
rn
NAILING & STRAPPING AT TYP. PROVIDE RAFTER TO P
FLOOR & ROOF EXTERIOR WINDOW / DOOR HEADERS KING ATTACHMENT WHEN Q
ALIGNED OR RAFTERS AND LYWOOD LENGTH 'L' off
+ I (REQUIRED FOR ALL NEW CONSTRUCTION AND[OR NEW ADDITIONS) KINGS TO PLATES E
DIAPHRAGM BRACING STU`/2 BEARING
(REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) PLATE *-.*1 Y� RATIO LIMITS = H/L <_3 I/2 S Z
TYP. PROVIDE RAFTER TO 3 m
SECTION 3.3.5&3.5.5 1 1 NAILING SCHEDULE 'B' : (2015 W.P.C.M.) "CRIPPLE" CONNECTION PLYWOOD NOT SHOWN o a
ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS H2A OR EQUAL OR STRAP FOR CLARITY
RIDGE Notation DETAIL @ LEFT
Rough A B C D = SOLID BLOCKING @ SEAMS Date Revision I Issue
Opening ~
BLOGKING 2 BAYS —TYP.STRAPPING _ ___ _
BAGK ® 48"' o.c. LDOUBLE 2x MIN. 2'-0" (1) 2x4 I I I NAILING AS PER t WALL SHEATHING TO BE NAILED
FOR HEADER OR BEAMTABLE 3AB SHT.N-1 W.PER TABLE 3.1 SHT.N-1,2015
ATTIC YS"ROD REQUIRED —4 I 41-01; (I) 2x4 2 2 2 i L i i F.C.M.
AT EA. END OF STRAP
FOR STUy2 I I THREADED ROD 6"-0" (2) 2x4 OR (1) 2x6 5 5 5 C
PLYWOOD SHEATHING
8'-0" (2) 2x4 OR (1) 2x6 5 4 4 FOR NUMBER OF 8D COMMON NAILS @ 6"
10'-0" (2) 2x6 4 5 5 JACK STUDS REFER i ' O.C.EDGE&FIELD. Drawn By:
12'-0" (2) 2x6 5 6 j 6 B A TO FLOOR PLANS
G GARBONARO
HOLD DOWN SEE DETAILS
FIRST 4 5EGOND FL. CNW COUPLER NUT Notations
THIS SHEET Project#
MIN. EDGE DISTANCE A. NUMBER OF SILL STUDS ON THE FLAT(]DOES NOT APPLY TO MMX —I O
AS PER MANUR DOORS)
TYP. STRAPPING
�T B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF D NAILING AS PER Scale
- NOTE: AS NOTED
" HEADER TABLE EN SHT. TR 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN,
_ BLOGKINC� 2 BAYS • '�",' ;o . :�,".s• AT EA. END OF STRAP
BAGK ® 48"' or-. a '$ MIN. END DISTANCE C. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT SHALL BE CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS.
KING STUD TO END OF HEADER AT EACH SIDE 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Date
EXCEPTION: AS PER MANUF. 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD
YMEN MI TIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE NOTE: PATH. JUNE 10, 2018
ENDWALL OR WHEN A HIP DIAPHRAGM BLOCKING IS NOTOREQQUIRED S USED,ADDITIONAL ROOF HOLLOW COLUMN DETAIL D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT ALL STRAPPING TO BE 1 1/4"X20 GAUGE SHEARWALL SEG. DETAIL (TYP)
JACK STUDS TO END OF SILLS)AT EACH SIDE(DOES NOT STEEL OR'SIMPSON'EQUIVALENT Sheet#
APPLY TO DOORS) CS20(COILED STRAP)
I'
RESIDENTIAL ENERGY EFFICIENCY NOTES: EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES: WALL LEGEND
CHAPTER 4 OF THE 2017 INTERNATIONAL ENERGY SECTION R310 OF THE 2017 N.Y.S. CODE y
O
CONSERVATION CODE R310.1: EMER&ENGY E50APE AND RE-50UE OPENINGEXISTING WALLS TO BE REMOVED
REQUIRE:D.BASEMENTS HABITABLE ATTICS AND EVERY N
R4012: COMPLIANCE. , ¢
-------------------------------------- 5LEEPING ROOM SHALL HAVE NOT LESS THAN ONE o o
(------------- 1 = PROJEGT5 SHALL GOMPLY WITH SECTION R405 AND THE PROVISIONS OF
OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING.
r r-I r r r-I 1 SECTIONS 8401 THROUGH 8404 LABELED 'MANDATORY'. EMER6ENGY E50APE AND RESCUE OPENIN65 SHALL EXISTING WOOD FRAME WALLS TO REMAIN
L°J L°J °
I-°J I{J L°J L°J I R402A AIR LEAKAGE . OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR
EXI5TIN6 IO x10"GONGRETE PIER, THE BUILDIN6 THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS COURT THAT OPENS TO A PUBLIC WAY.
I 36"BELOH GRADE i R402.4.1 THROU60 R402.4.4. R310.2: EMEROENGY ESCAPE AND RESCUE OPENINGS EXISTING FOUNDATION WALLS TO REMAIN
SHALL HAVE MINIMUM DIMENSIONS AS 5PEGIFIED IN THIS
I AT LE : CONTROLS.ETHESECTION. NEW WOOD FRAME WALL CONSTRUCTION �
I AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE
1 i HEATING AND COOLING SYSTEM. O
I 8310.2.1: MINIMUM OPENING AREA. iz
I I R403.12: HEAT PUMP SUPPLEMENTARY HEAT. NEW FOUNDATION WALLS Q U N IF- Q
EMERGENCY ESCAPE AND RE5GUE OPENINGS SHALL Ili Id
(L }'
HAVE A NET CLEAR OPENING OF NOT LE55 THAN 5:i J X Z U ��
I I _ FEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS O w w w d)
I 1 _ SHALL HAVE GONTROL5 THAT,EXCEPT DURING DEFROST,PREVENT REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE } U ' W Z
1 p r SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT PUMP COMPRESSORNORMAL OPERATION OF THE EMER6ENGY E50APE AND - - NEW WAIL ABOVE d
CAN MEET THE H EATIN6 LOAD. 4 ?- O
JU
1 I � H�EIG T OPENING SHALL BE NOTUE OPENINO FROM THE 1DE. THE NET CLEAR LE55 THAN 24 NGHE-5 � Z � � � Z
84035 .1: HEATED WATER CIRCULATION AND TEMPERATURE AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 q I--
I I MAINTENANCE SYSTEMS. INGHE:5. DESIGN LOADS -
1 I HEATED WATER CIRCULATION SYSTEMS SHALL BE IN ACCORDANCE
I I WITH SECTION R4035.1.1. FEAT TRADE TEMPERATURE MAINTENANCE R310.2.2 WINDOW SILL HEIGHT.
SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION ROOF LOAD LIVE LOAD = 20 LB/5F.
I I WHERE A WINDOW IS PROVIDED AS THE EMERGENCY DEAD LOAD = 151B/5F.
R4035.12. AUTOMATIC CONTROL5,TEMPERATURE SENSORS AND PUMPS ESCAPE AND RESCUE OPENIN6, IT SHALL HAVE A SILL
SHALL BE AGGE551BLE. MANUAL CONTROLS SHALL BE FLOOR; WHERE THEI&HT OF NOT RE T ANHEI44 INC BE CHES ABO RADE, IT VE THE TOTAL LOAD = 35 L13/5.F.
I READILY ACCESSIBLE. SHALL BE PROVIDED WITH A WINDOW HELL IN GEILIN6 LOAD LIVE LOAD = 20 LB/5F. 4
- - - - - ( R40353: HOT WATER PIPE INSULATION.
ACCORDANCE WITH SECTION 8310.2.3. DEAD LOAD = 10 LB/S.F.
HOT WATER PIPE SHALL BE INSULATED WITH A MINIMUM THERMAL 8310.2.3: WINDOW WELLS. TOTAL LOAD = 30 LB/S.F.
IF RE515TANCE OF R-3. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE Nor lu N V
Q SQUARE FEET, WITH A HORIZONTAL ql
I � I R4o3.q: SNOW AND TGE MELTING SYSTEM CONTROLS. NOT LESS THAN FLOOR LOAD LIVE LOAD =40 LB/5F. c
Q � � � 0
I I SNOW AND TGE MB TING SYSTEMS,SUPPLIED 1NR0U6ff ENERGY THE AREA OF THE WINDOW WELL SHALL ALLOW THE PROJECTION AND WIDTH OF NOT LE55 THAN 36 INCHES. (SLEEPING AREAS) DEAD LOAD 10 LB/S.F. �., -
I
DRY WASH I I SERVICE TO THE BUILDING,SHALL INCLUDE AUTOMATIC CONTROLS 6ENGY E50APE AND RE50UE OPENIN6 TO BE TOTAL LOAD = 50 LB/5.F. ' ^t .1
EMER
II CAPABLE OF SHUTTING OFF THE SYSTEM WEEN THE PAVEMENTS FULLY OPENED. ' I' 't N
II I TEMPERATURE 15 ABOVE 500F,AND NO PRECIPITATION 15 FALLING AND - m Q z N
z I 8310.2.3.1. LADDER AND STEPS. FLOOR LOAD LIVE LOAD = 40 LB/5.F. d) 111-� -
AN AUTOMATIC OR MANIAC CONTROL THAT WILL ALLOW SHUTOFF - -�
I I WHEN THE OUTDOOR TEMPERATURE 15 ABOVE 406. DEAD LOAD = 10 LB/S.F. LU lu L
THE LADDER OR STEPS REQUIRED BY THI5 SECTION, '7
SHALL BE PERMITTED TO ENCROACH NOT MORE TOTAL LOAD = 50 LB/S.F.
O I II EXI5TIN(5 R-Iq BATT INSULATION IN I R404.1: L16HTIN6 EQUIPMENT. THAN 6 INCHES INTO THE REQUIRED DIMENSIONS OF THE U)
NOT LE55 THAN 15% OF THE LAMPS IN PERMANENTLY INSTALLED W
WINDOW WELL.WINDON WELLS WITH A VERTICAL DEPTH
FLOOR GAVITY �' " x -1
o I I L16HTIN6 FIXTURES SHALL BE H1644-EFFIGAGY LAMPS LAMPS OR NOT GREATER THAN 44 INCHES SHALL BE EQUIPPED WITH A SMOKE ALARMS NOTES:
LESS THAN 75%OF THE PERMANENTLY INSTALLED LI6HITIN6 FIXNRI-S PERMANENTLY AFFIXED LADDER OR STEPS USABLE +_ LL
® r -r -r -T -T ( SHALL CONTAIN ONLY H16H-EFFIGACY LAMPS. WITH THE WSECTION 8314 OF THE 2017 N.Y.S. CODE WINDOW IN THE FULLY OPENED POSITION. 1111
uIJ I ( I = LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL R314.1: GENERAL. Q
I ( - 8402.45: RECESSED LIGHTING. NOT BE REQUIRED WITH SEG SMOKE ALARMS SHALL COMPLY WITH NEPA 12 AND SECTION 83
EXI5TIN6 5TEEL LALLY COLUMNS I EXI5TIN5 _ RECESSED LUMINAIRES INSTALLED IN THE BUILDIN6 ENVELOPE SHALL TIONS R311.1 AND R311.8. 14. .�.
I I I I I I I I SLAB ON GRADE I m LADDE:85 OR RUN65 SHALL HAVE AN INSIDE WIDTH OF R314.1.1: L15TIN65.
EXISTING 6IRDER LLL i - - I cv N BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDINTIONED AND NOT LESS THAN 12 INCHES, SHALL PROJECT NOT LE55 SMOKE ALARMS SHALL BE L15TED IN ACCORDANCE WITH UL
-- UNGONDITIONED SPACES.ALL RECESSED LUMINAIRES SHALL BE
I I N IG-RATED AND LABELED A5 HAVING AN AIR LEAKAGE RATE NOT THAN 3 INCHES FROM THE WALL AND SHALL BE SPACED 211. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS
II EX15T 2x8 FLOOR J015T5 MORE NOT MORE THAN 18 INCHES ON CENTER VERTICALLY FOR SHALL BE L15TED IN ACCORDANCE WITH UL 211 AND UL 2034.
® I6 O.G.TO REMAIN I THAN 2.0 CFM WHEN TESTED IN ACCORDANGE WITH A5TM E 283 AT THE FULL HEIGHT OF THE WINDOW WELL. R3143: LOCATIONS.
I I I I A 151 P5F�DIFFERENTIAL. ALL REGE55ED LUMINAIRES SHALL SMOKE ALARMS SHALL BE PROVIDED IN THE LOCATIONS DETERMINED
I EXI5TIN6 2x10 LEDGER BOLTED TO I BE SEALED WITH A 6A5KET OR CAULK BETWEEN THE HOU51N6 AND PURSUANT TO 5EGTION 83143.
z EXI5TIN5 UNFINI5HED I II EXI5TIN6 RIM J015T TO REMAIN I THE INTERIOR WALL OR CEILING COVERING. VENT NOTES: CHAPTER 31 OF THE 2017 N.Y.S. CODE
9i BA5EMENT EXI5TIN6 J015T HAN6ER5 I P3101.1: 6ENERAL
THIS CHAPTER SHALL GOVERN THE SELECTION AND
I I I I I REQUIREMENTS FOR ROOF COVERING NOTES: INSTALLATION OF PIPING, TUBING AND FITTINGS FOR
I I EXI5TIN6 8"BLOGK INFILL,FILLED I SECTION R905 OF THE 2017 N.Y.S. CODE VENT SYSTEMS. THI5 CHAPTER SHALL CONTROL THE
5OLID w/MORTAR ON 8"P.6. I MINIMUM DIAMETER OF VENT PIPES, CIRCUIT VENTS, CARBON MONOXIDE DETECTION SYSTEMS NOTES:
IT FOUNDATION WALL.PINNED TO Rg05.1: ROOF COVERING APPLICATION. BRANCH VENTS AND INDIVIDUAL VENTS, AND THE 51ZE
I I N I I SECTION 915 OF THE 2017 N.Y.S. CODE
® I I EXIST WITH 5/8"ANCHOR BOLTS I ROOF COVERIN66 5HALL BE APPLIED IN ACCORDANCE WITH THE AND LENGTH OF VENTS AND VARIOUS ASPECTS OF VENT
036"O.G.MAX. APPLICABLE PROVI510N5 OF THI5 SECTION AND THE MANUFAGTURERS STAGK5 AND STAGK VENT5. ADDITIONAL.LY, THIS 415.1: 6ENERAL
INSTALLATION INSTRUCTIONS. UNLESS OTHERWISE SPECIFIED IN THI5 CHAPTER REGULATE-5 VENT GRADES ARO CONNECTIONS, CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS
EXISTING CONCRETE FOUNDATION I SECTION,ROOF COVMIN65 SHALL BE INSTALLED TO RE515T THE HEIGHT ABOVE FIXTURES AND RELIEF VENTS FOR SHALL BE INSTALLED IN BUILDIN65 A5 REQUIRED IN AC 0RDANGE WITH
WALL5 AND FOOTINC75 TO REMAINr 2xb SPLATEWITH SILL I COMPONENT AND GLADDIN6 LOADS SPECIFIED IN TABLE R3012(2), STACKS AND FIXTURE TRAPS, AND THE VENTING OF SECTION 8152.AND IN ACCORDANCE WITH THE PROVISIONS OF NFPA 120.P.T. ILL T SUMPS AND 5EHER5. 41523: REQUIRED LOCATIONS.
SEALER,AND COPPER TERMITE cV ADJUSTED FOR HEIGHT AND EXPOSURE IN AGC.ORDANGE WITH CARBON MONOXIDE ALARMS AND DETECTORS SHALL BE PROVIDED IN
SHIELD. TABLE 83012(3)' P3103.2: FR05T 01-05LARE. THE LOCATIONS DETERMINED PURSUANT TO SECTION 81523..
RgO5.1.2: ICE BARRIERS. WHERE THE G7.5% VALUE FOR OUTSIDE DE516N
IN AREAS WHERE THERE HAS BEEN A H15TORY OF ICE FORMING TEMPERATURE 15 O°F OR LESS, VENT E:XTEN51ON5
I I J 1 I EXI5TING MA50NRY 5TEP5 TO ALONG THE EAVES GAU51N6 A BACK-UP OF WATER AS OB16NATED IN THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 CONS GTI ON Di��W I NC 5 NOTE
�6RADE TABLE R3012(I),AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT INCHES IN DIAMETER. ANY INCREASE IN THE SIZE OF THE LU N
\ / J VENT SHALL BE MADE NOT LE55 THAN I FOOT INSIDE THE THE CONSTRUCTION DRAWINGS SHALL BE IN COMPLIANCE
5HIN6LE5,METAL ROOF 5HIN6LE5,MINERAL-5URFAGED ROLL ROOFING, THERMAL ENVELOPE OF THE BUILDIN6. IN ACCORDANCE WITH SECTION RI03 WITH THE 2011 -
SLATE AND SLATE-TYPE 5HINOL.E5,WOOD SHINGLES AND WOOD SHAKES. INTERNATIONAL ENERGY CONSERVATION AND OF THE Z
\ / THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF 2011 N.Y.S. CODE. W (�
--------- UNDERLAYMENT CEMENTED T06ET}ER,OR A 5ELF-ADHERIN6
POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF 201 S I EGG GODS NOTES: J O
NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST ED6E5 OF U)ALL ROOF SURFACES TO A POINT NOT LESS THAN 24' INSIDE THE Ill
EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL 1• PROVIDE PROGRAMMABLE THERMOSTATS TO CONTROL : w
HEATING AND GOOLIN6 ON A DAILY SCHEDULE IN MP�NUI=AGTURER S MANUALS NOTE: o 3: W
12'-0" TO OR 6RFATER THAN 8 UNITS VERTICALLY AND 12 UNITS ACCORDANCE WITH R-403.1.1 MAINTENANCE IN5TRUGTION5 SHALL BE FURNISHED FOR 06 y Z
HORIZONTALLY,THE ICE BARRIER SHALL AL50 BE APPLIED NOT LE55 2. INSULATION FOR SUPPLY DUCTS IN ATTICS SHALL BE A EQUIPMENT AND SYSTEMS THAT REQUIRE PREVENTIVE aL
THAN 36' ALON6 THE ROOF SLOPE FROM THE EAVE EDGE OF MINIMUM OF R-8. ALL OTHER DUCTS OUTSIDE THE MA I NTENANGE. REQUIRED REGULAR MA I NTENANGE Q 0 U
THE BUILDING• THERMAL ENVELOPE SHALL BE R-6 AS PER SECTION x-
8403.3 ACTIONS SHALL BE CLEARLY STATED ANDCL
EXCEPTION. 3. ALL DUCTS, AIR HANDLERS, FILTER BOXES SHALL BE INCORPORATED ON A READILY ACCESSIBLE LABEL. z -
DETACHED ACCE55ORY 5TRUGTURES NOT CONTAININ6 CONDITIONED SEALED PER R-403.3.2. JOINTS AND SEAMS SHALL THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION O
FLOOR AREA. NUMBER FOR THE OPERATION AND MAINTENANCE MANUAL _
COMPLY WITH M-1601.4.4 FOR THAT PARTICULAR MODEL AND TYPE OF PRODUCT 0
IN ACCORDANCE WITH SECTION R303.3 WITH THE 2011 Z
GAS DRIPS AND SLOPPED PIPING NOTES: LIGHTING & VENT NOTE: INTERNATIONAL ENERGY CONSERVATION AND OF THE :D
EXISTINOFOUNDATION FLAN, SECTION G2419 OF THE 2017 N.Y.S. CODE 2011 N.Y.S. GODS. O
AS PER THE 2011 N.Y.S. GODS SECTION 303, ALL
11 U-
6241q.1: SLOPES. HOUSE TRAP NOTE:
RESIDENTIAL ENERGY EFFICIENCY NOTES: HABITABLE ROOMS SHALL BE PROVIDEC WITH A MIN. of
PIPING FOR OTHER THAN DRY 6A5 CONDITIONS SHALL BE SLOPED
SCALE: I/4"=1'-O" CHAPTER 5 OF THE 2017 INTERNATIONAL ENERGY NOT LE55 THAN I/4' IN 15 FEET TO PREVENT TRAPS. 45K NATURAL OR MECHANICAL
VENTILATION 4 A MIN. OF 8% NATURAL OR ARTIFICIAL P3201.4: BUILDING TRAPS.
CONSERVATION CODE L 16HT. AS PER TH15 SECTION IF BUILDING TRAPS ARE REMOVED,NEW ONES SHALL
624182: DRIPS. BE
8501.1: SCOPE. WHERE WET 6A5 EXISTS,A DRIP SHELL BE PROVIDED AT ANY POINT PROHIBITED m
THE PROV1510N5 OF THIS CHAPTER SHALL.CONTROL.THE ALTERATION, IN THE LINE OF PIPE WHERE CONDENSATE COULD COLLECT. A DRIP COMPLIANCE WITH APPENDIX J OF THE 2017 N YS U C S: M
REPAIR,ADDITION AND GHAN6E OF OGGUPA%Y OF EXI5TIN6 BUILDIN65 AND 94AL,ALSO BE PROVIDED AT THE OUTLET OF THE METER AND SIAL. CLOTHES DRYER EXHAUST NOTES: a
STRUCTURES. BE INSTALLED 50 AS TO CONSTITUTE A TRAP WHEREIN AN THI5 PROJECT SHALL BE IN COMPLIANCE WITH SECTION A-1304 A5 THI5 15 SECTION M 1502 OF THE 2017 N.Y.S. CODE 06
UMUL
ACCATION OF CONDENSATE WILL SHUT OFF THE FLOW OF DEEMED TO BE A LEVEL 2 ALTERATION. °'
501.1.1: ADDITIONS,ALTERATIONS,OR REPAIR: 6ENERAL. 6A5 BEFORE THE CONDENSATE WILL RUN BACK INTO THE METER Z
ADDITIONS,ALTERATIONS,OR REPAIRS TO AN EXI5TIN6 BUILDIN6,BUILDIN6 M1502.1, 6ENERAL. rn
SYSTEM OR PORTION THEREOF SHALL COMPLY WITH 515005 R502,R503 624183: LOCATION OF DRUP5. CLOTHES DRYE85 SHALL BE EXHAUSTED IN ACCORDANCE WITH 3
OR 504. UNALTERED PORTION5 OF THE EXI5TIN6 BUILDING OR 6UILDIN6 DRIPS SHALL BE PROVIDED WITH READY AGGE55 TO PERMIT GLEANING THE MANUFACTURER'S INSTRUCTIONS AND IN PURSUANT WITH THI5 ca o
SUPPLY5Y5TEM SHALL.NOT BE REQUIRED TO G043LY WITH THI5 CODE. OR EMPIYING. A DRIP SHALL NOT BE LOCATED WHERE THE EXTERIOR DECKS NOTES: SECTION. o a
CONDENSATE 15 SUBJECT TO FREEZIN6. SECTION R507 OF THE 2017 N.Y.S. CODE
8501.1: EXISTING BUILDINGS. MI5023: DUCT TERMINATION. Date Revision!Issue
EXCEPT A5 SPECIFIED IN THI5 GHAPTER,THI5 GODE SHALL NOT BE U5ED THE 6241q.4: SEDIMENT TRAP. 8501.1: DECKS. EXHAUST DUGT5 SHALL TERMINATE ON THE OUTSIDE OF THE BUILDIN6.
REQUIRE THE REMOVAL,ALTERATION OR ABANDONMENT OF,NOR PREVENT HERE A SEDIMENT TRAP 15 NOT INCORPORATED AS PART OF THE WOOD FRAMED DEGK5 SHALL BE IN ACX4MAWE WITH THI5 SECTION EXHAUST DUCT TERMINATIONS SHALL BE IN ACCORDANCE WITH THE
THE CONTINUED USE AND MAINTENANCE OF,AN EXI5TIN6 BUILDIN6 OR APPLIANCE,A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OR SECTION R301 FOR MATERIALS AND CONDITIONS NOT PRESCRIBED DRYER MANUFACTURERS INSTALLATION INSTRUCTIONS. IF THE
BUILDING SYSTEM LAWFULLY IN EXISTENCE AT THE SAME TIME OF ADOPTION OF THE APPLIANCE SLUT OFF VALVE AS CL05E TO THE INLET OF THE HEREIN. WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WALL, MANUFAGTURERS INSTRUCTIONS DO NOT SPECIFY A TERMINATION
OF THI5 CODE. APPLIANCE AS PRAGTTCAL. THE SEDIMENT TRAP SHALL BE EITHER A DECK`'SHALL BE POSITIVELY ANCHORED TO THE PRIMARY STRUCTURE LOCATION,THE EXHAUST DUCT SHALL TERMINATE NOT LE55 THAN 3
TEE FITTIN6 HAVIN6 A GAPPED NIPPLE OF ANY LENGTH INSTALLED AND DE516NED FOR BOTH VERTICAL AND LATERAL LOADS. SUCH FEET IN ANY DIRECTION FROM OPENIN66 INTO BUILDIN65. EXHAUST
R503.1: 6ENERAL. VERTICALLY IN THE 130TTOMM05T OPENING OF THE TEE OR OTHER ATTAGHMENT SHALL NOT BE AGCOMPLI5HED BY THE USE OF TOENAILS DUCT TERMINATIONS SHALL BE EQUIPPED WITH A BAGKDRAFT DAMPER
ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE DEVICE APPROVED AS AN EFFECTIVE SEDIMENT TRAP. ILLUMINATIN6 OR NAILS SUBJECT TO WITHDRAWAL. WHERE P051TIVE CONNECTION SGREEN5 SHALL NOT BE INSTALLED AT THE DUCT TERMINATION.
REQUIREMIENT5 OF THE CODE FOR NEW CONSTRUCTION. ALTERATIONS SHALL APPLIANCES,RAN6E5,CLOTHES DRYERS,DECORATIVE VENTED TO THE PRIMARY BUILDIN6 STRUCTURE GANNOT 13E VERIFIED DURING Drawn By:
BE 5"THAT THE EXI5TIN6 BUILDING OR STRUCTURE 15 NO LE55 APPLIANCES FOR INSTALLATION IN VENTED FIREPLACES,6A5 FIREPLACES INSPECTION,DECKS SHALL BE SELF 5UPPORTIN6. FOR DECKS WITH
GONFORMIN6 WITH THE PROVISIONS OF THIS CHAPTER THAN THE EXI5TTN6 AND OUTDOOR 6RILL5 NEED NOT TO BE EQUIPPED. CANTILEVERED FRAMING MEMBERS CONNEGTTON5 TO AN EXTERIOR MECHANICAL VENTILATION N OTE: G GARBONARO
BUILDIN6 OR STRUCTURE WA5 PRIOR TO THE ALTERATION. WALLS OR OTHER FRAMING MEMBERS SHALL BE DE516NED AND
CONSTRUCTED TO RESIST UPLIFT RE5ULTIN6 FROM THE FULL LIVE LOAD WHERE LOCAL EXHAUST AND WHOLE4IOU5E MECHANICAL VENTILATING
SPECIFIED IN TABLE R3015 ACTING ON THE CANTILEVERED PORTION 15 PROVIDED,THE EQUIPMENT SHALL BE DE516NED AND INSTALLED A5 Project#
ARCHITECTS STATEMENT I.E.C.C.2016 of THE DECK. PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND AS PER MMX1/1 I I-10
R5012: DECK LE06M CONNECTION TO BAND JOIST. SECTION M1501 OF THE 2011 NY5.CODE.
I. TO THE BEST OF MKNOWLEDGE, BELIEF AND DECK LED6ER CONNECTIONS SHALL BE IN AGGORDANGE WITH THIS
Scale
Y
PROFESSIONAL JUDGEMENT THESE PLANS AND SECTION AND SECTION R301 OF THE 2016 N.Y5.GOD'S. ALTERATIONS TO EXISTING BUILDINGS NOTES: -AS NOTED
SPEGIFIGATIONS ARE IN COMPLIANCE WITH THE 2011 SECTION AJ501 OF THE 2017 N.Y.S. CODE
INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION R5013: PLASTIC COMPOSITE DECK BOARDS,STAIR TREADS,OR HANDRAILS.
GODE. PLASTTC COMP051TE EXTERIOR DECK BOARDS, STAIR TRFAD5,6UARD5 A.501.1: NEWLY CONSTRUCIED ELEMENTS. Date
AND HANDRAIL5 5HAL-COMPLY WITH THE REQUIREMENTS OF NEWLY GON5TRUGTED ELEMENTS,GOMPONENT5 AND SYSTEMS SHALL JUNE 10, 2018
A5TM D 1032 AND THE REQUIREMENTS OF THI5 SECTION. COMPLY W ITH THE REQUIREMENTS OF THIS CODE.
1 REFERENCES Sheet#
R50r1A DECKING. EXCEPTIONS:
I. RESIDENTIAL BUILDING GODE FOR NEW YORK STATE. MAXIMUM ALLOWABLE 5PAGIN6 FOR JOIST SUPPORTING DECKING OPENA 3LE WINDOWS MAY BE ADDED WITHOUTREQUIRIN6 COMPLIANCE
2.WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY 9OU BE IN ACCORDANCE WITH TABLE R501.4. WOOD DEGKIN6 WITH THE LIGHT AND VENTILATION REQUIREMENT5 OF SECTION R303.
DWELLIN65(HI6H WIND EDITION) SHALL BE ATTACHED TO EACH 5UPPORTIN6 MEMBER WITH NOT LE55 NEWLY INSTALLED ELECTRICAL EQUIPMENT SHALL COMPLY WITH THE
THAN(2) 8d THREADED NAILS OR q2) NO.B WOOD SCREWS. REQUIREMENT5 OF SECTION AJ5015.
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w BEDROOM BEDROOM GIO EXISTING BEDROOM I.THE EXI5TIN6 PLUM5IN6,
LIVING ROOM HEATING AND ELECTRICAL SYSTEMS MEET OR
FORMER GARAGE LIGHT & VENT CALCULATIONS EXCEED THE MINIMUM REQUIREMENTS OF THE NEW YORK STATE BUILDIN6
GODE,AND ARE CAPA13L.E OF 5UPPORTIN6,THE ADDITIONAL LOADS FROM
REQUIRED PROVIDED THE NEW CONSTRUCTION.
Q I5PACE AREA 85U LIGHT 4% VENT LIEHT VENT
*EXIST ��� EXIST(2) O HDRNEA BEDROOM163 13.04 6.52 20.46 14.52 MECHANICAL NOTES
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IN I.ALL MECHANICAL WORK SHALL CONFORM TO THE MECHANICAL CODE
EXIST EXIST EXIST AND THE FUEL CODE OF THE STATE OF NEW YORK AND THE
REQURBI NT5 OF ALL LOCAL MUNICIPALITIES. UJ
2.HVAC CONTRACTOR TO SHALL COORDINATE ALL DUCTWORK,
A GEILIN644ALL RE615TERS IN ACCORDANCE WITH THE WORK OF THE Z Z
OTHER TRADES 5HOWN ON THESE DRAWIN65. W -
3.HVA(,CONTRACTOR TO VERIFY THE LOCATION AND 51ZE OF ALL
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ELECTRICAL NOTES O w 3: lU
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1.ALL 44'-5" 12'-O" 2X6 PLUMBING HALL OF THE STATEIOF NEW YORK aV TER 2T THE NATIONALCAL WORK SHALL CONFORM TO THE IELEC RIC 0 7 u
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SEALANT 2.6ROUND FAULT INTI=RRIIPTER(6FI)TO BE INSTALLED AT > - -
56'-5" 3/4"TdG GDX PLYWOOD ROGATIONS A5 SPECIFIED BY GORE. Z Q
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(DOUBLE) FLOOR J015T PLUMBING NOTES J
SCALE: 1/4"=1'-O" A5 NOTED ON PLANS
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THE FUEL CODE OF THE STATE NEW YORK AND ENBZ6Y GONSERVATION U_
CODE AND ALL REQUIREMENTS OF LOCAL MUNICIPALITIES.
.1015T5 2.ALL DRAINA6E t VENT PIP1N6 SHALL COMPLY WITH ALL LOCAL
BUILDING CODES.DOMESTIC WATER PIPIN6 SHALL BE TYPE 'L' N
AT PUJM1N6 WALLS GOPPER,TYPE 'K' WHEN BELOW 6RADE.DRAINA6E,WASTE 4 VENT i
ABOVE 6RADE SHALL BE SGHEDUL.E 40 P.V.G.OR 6REATER
"'"_' '•''`� 3. ALL FIXTURES TO COMPLY WITH NEW YORK STATE D.E.G. a
REQUIREMENTS FOR CERTIFIED WATER SAYING PLUMBING FIXTURES.
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LOCATIONS,AND EQUIPMENT IN ACCORDANCE WITH THE WORK OF THE cmz
OTHER TRADES SHOWN ON THESE DRAWIN65. S
TABLE P3201.7. o CL
MIN (I)KING STUD EACH 51DE
MIN (2) JACK 5TU[)5 EACH SIDE SIZE OF TRAPS FOR PLUMBING FIXTURES
Date Revision/Issue
ROOF ASSEMBLY
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SPECIFIED H PLANS A5 NOTED ON TRAP SIZE
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ATTACH HiOLDDOWN TO STUDS WITH BOTH SIDES JOINTS TO FIT BETWEEN FJ�GH BIDET 1114
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