HomeMy WebLinkAbout42184-Z �o�S�FFU(KC , Town of Southold 12/10/2019
o -
P.O.Box 1179
o ` 53095 Main Rd
.4% p Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40911 Date: 12/10/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 125 Cove Cir, Greenport
SCTM#: 473889 Sec/Block/Lot: •49.-1-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/8/2017 pursuant to which Building Permit No. 42184 dated 11/28/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCH,ATTACHED GARAGE, SECOND
STORY DECK, AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Von Ancken,Robert&Ors
of the aforesaid building.
J
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42184 05-06-2019
PLUMBERS CERTIFICATION DATED 07-17-2019 Rob VonAncke
inh
A;Arize gna- re
r
gzr=24 � TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • o� 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#: 42184 Date: 11/28/2017
Permission is hereby granted to:
Loomis Peabody Muriel Trust
36 Mill Rd
Littleton, MA 01460
To: construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
125 Cove Cir, Greenport
SCTM # 473889
Sec/Block/Lot#49.-1-18
Pursuant to application dated 11/8/2017 and approved by the Building Inspector.
To expire on 5/30/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,001.20
CO -ADDITION TO DWELLING $50.00
ELE RIC $125.00
TRIC $185.00
Total: $1,361.
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
cation of all buildings,property lines,streets,and unusual natural or
1. Final survey of property with accurate to
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25 `
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. ( ® �
New Construction: ' Old or Pre-existing Building: (check one)
Location of Property: 1.Z Coyz. c 112C ; . eN (20 n`ir—
House No. GG Street Hamlet
Owner or Owners of Property: PO�V�� yzd/� '"I� ' KI�
Suffolk County Tax Map No 1000,Section �� Block G Lot
Subdivision Filed Map. Lot:
Permit No. y',L I_ Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
jA rantS—ignature-
oF sovey®l .
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
�► ® �®
Southold,NY 11971-0959 roger.richerte-town.Southold.ny.us
Comm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Von Ancken
Address: 125 Cove Circle City: Greenport St: New York Zip: 11944
Building Permit#: 42184 Section: 49 Block. 1 Lot- 18
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Promaster Electric License No: 59276-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1 st Floor X Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic X Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 52 Ceiling Fixtures 12 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 11 Wall Fixtures 17 Smoke Detectors, 3
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 51 CO Detectors
Sub Panel 50a A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt 30a Emergency FixturesTime Clocks
46
Disconnect 11 Switches Twist Lock Exit Fixtures TVSS
Other Equipment: 1-40a electric oven, 1-gas cook top, 1-range hood, 2-paddle fans, 3-bath fans,
2-combination smoke/co detectors, 1-combination GFCI/ARC fault circuit breaker,2-ARC fault circuit breakers
Notes:
Inspector Signature: Date: May 6 2019
81-Cert Electrical Compliance Form.xls
ttO�w,�l SU(J��D
Town Hall Annex Telephone(631)765-1802
54375 Main RoadFaxTKI
9P.O.Box 1179 rSouthold,NY 11971-0959
JUL 1 7 2019
BUILDING DEPARTMENT
TOWN OF SOUTHOLD I€M DMD DEM
701YN, OF 50U.-WOLD
CERTIFICATI-O-N-
I
Y
i
A
Date: _
Building Permit No. AL1-7
Owner:
o -rl�t� yil .7-44-
(Please print)
7 4-(Pleaseprint)
_. ..__...Plumber:
(Please print)
A
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this I Lam► ` '
I
day o 1 1 J4 20
I
Notary Public 6kr County, j
' I
'ONNIE O.BUNCH
€4ot�ir Public,State of Newyork
No. 01 BU61I,5050
Qualified in Suffolk County
^►i• E.mires Aoril 14,2d
I
qV �M SOF so
h0� Ol0
* # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
INSPEC ION
[ FOUNDATION 1ST [ ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
IN - v
Po�Ih l�
ogr -
n I -
V
DATE 3 INSPECTOR U%/
hO��OE Not&O�
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:-- ff
0 ! p d/�
Yr
DATE fl INSPECTOR
■ . � , . tib' ..; "� � ' � .� �,. � ,, �--; �,
i
rim
i`
I6
�o��OE SOUTyOlo
TOWN OF SOUTHOLD BUILDING DEPT.
coum, 765-1802
INSPEC-- ION
[ ] FOUNDATION 1ST DOUGH PLEG.
I ] FOUNDATION 2ND [ INSULATION
I ] FRAMING /STRAPPING [ ] FINAL
I ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
izz-Cpfc!� P lvw,6Aej ev,-
— �-
��� 64_nbly 0% iA I ?,A4 v6tv �Af
to
DATE INSPECTOR
SOUTyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
°�ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. Z
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ \] CODE VIOLATION [ ] CAULKING
REMARKS:
C�1he
DATE INSPECTOR �� "'
OF so
* TOWN OF SOUTHOLD BUILDING DEPT.
"oum, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F UNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
PAR, I. f!yw914m-/1 W4
d4 '
DATE if INSPECTOR
�o�,*l SOUIyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
�ycourm�
765-1802
INSPECTION l
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ `] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
rA ,���°
DATE INSPECTORV �
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
INSPEC ION
[ ] FOUNDATION 1ST [ ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION' [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
oy'-w ark) s �W�na
to, iLNmijr �tv
&"cl �A) ov_/
DATE `l� INSPECTOR
1 1 1 • ' • ' • U'i
131177
FOUNDATION (IST) pl-
------------------------
IL
s�
ROUGH FRAMING1
INSULATIONI I!�l I;I—Al
ENERGYSTATE • 1 n\\
Ei��iG7[�� i,� , �-:►til-
1
ADDITIONAL •
., "000
i
v
is
fail[..
i
r
r , ;
•
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:t631)'965-1802 Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
Contact:
Approved 20 , Mail to: �
Disapproved a/c
Phone: � VY—
Expiration
�
Expiration 20
Building Inspe
DAPPLICATIOND
FOR BUILDBUILDING PERMIT
Nov - 8 2017
Date lat , 20
I'� -s• E, INSTRUCTIONS
T'®v��d Off�,S tJ'T�"
a. This app]icaYon l 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 throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The
applicant agrees to 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 of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agen architect, gineer, general contractor, electrician,plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section Block 0 ��Lot J"
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premis and ijitended use and occupancy of proposed construction:
al Existing use and occupancy r A lcw lil
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition__�z Alteration_
Repair Removal Demolition Other Work —'T
r
4. Estimated Cost Fee (Description)
(To be paid on filing this application)
"1 5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, co eerrci�al or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions o exi" st't structures,if an : Fr
g y Front Rear Depth
Height Number of Stories - -
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
j 8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
r -OIV
9. Size of lot: Front ear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated P—
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO�
13. Will lot be re-graded?YES NO_Will excess fill be removed from premises?YES NO
14.Names of Owner of premises VG nI (LeA"Address Phone No.�/7$�® ('
Address
Name of Architect i Phone No 7�
_f0�/ Yf��
Name of Contractor �^ Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? *YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property 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__X'
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
cONNll=o.BUNCH
SS: Notary Public,State of New York
COUNTY OFjV i 0 - No.0 81
t�ualifi®d in S0uffolkolk 50
County ,Mhe d
_ commission Expires Aprii 14,2_.��
�2--- being duly sworn,deposes and says that(s)he is the applicant
(Nam of individual signing contract)above named,
(S)He is the
(Contra tor,Agent, rporate 010cer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day o 'DAtY\6tA 20n
Notary Public Signator of Applicant
��yFF�ke BUILDING DEPARTMENT- Electrical Inspector
va TOWN OF SOUTHOLD
AoVin Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
'dol AQR 6 Telephone (631) 765-1802 - FAX (631) 765-9502
roger.richertAtown.southold.n .us
ELECTR
_ �AMON FOR
q� ICAL INSPECTION
REQUESTED B IJ DD
Date:
Company Name:
Name: � l�
License No.: email: C.t.9 a 1 c7 � 1�.it�Ot��: Cd"'z
Address: I�
Phone No.:
JOB SITE INFORMATION: (All Information Required)
ffff
Name: r !/DN
Address:
Cross Street: �— t
Phone No.:
BIdg.Permit email: -�---
Tax Map District: 1000 Section: Block: Lot:
�ABE DESCRIPTION OF WORK(Please Print Clearly)
zle
Circle All That Apply:
Is job ready for inspection?: YES /00 Rough In Final
Do you need aCemp�)ertificate?: ES NO Issued On ��W1W1Q
Temp Information: (All information required) q
Service Size 1 P 3 Ph Size A # Meters 1 Old Mefer#
New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead
# Underground Laterals 1 2 H Frame (<PoleD Work done on Service? fY2 N
Additional Information:
PAYMENT DUE WITH APPLICATION
ry)
82-Request for Inspection Form As a �/ ��
a _ , t
Scott A. Russell 0
S111Fgy�� STOIRLI��1MA\TJE K
SUPERVISORo I�WA1�A�(Cjr]EWENT
SOUTHOLD TOWN HALL-P.O.Box 1179 �' m
53095 Main Road-SOUTHOLD,NEW YORK 11971 'L
Town of Southold
CHAPTER 236 - STORA WATER MANAGEMENT WORK SHEET
NOV U 9 201Yt ( TO BE COMPLETED BY THE APPLICANT )
DOLES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
�B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
110 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT. (Property Owner,Design fessional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date.
�^ JJ Dutnct Aotr
NAME. - -Cl- ��` - OL Sectmn k
6igneiurc .�'akt FOR BUILDING DEP RT\•LENT USC ONLY
Contact Information. 1/{/ //r
v• ,
Reviewed By: " r r* `
C/
— — — — — — — — — — — — — — — — — —
Date- 11-0'11
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —CoU 12 c ❑ Approved for processing Building Permit
Stormwater Management Control Plan Not Required
Stormwater Management Control Plan it.Required
(Forward to Engineering Department for Review)
FORM z SMCP-TOS MAY 2014
i
APPLICANT I
CHAPTER 236
S.C.T.M. #: 1000
(Property Owner,Design Professional,Agent,Contractor,lOthed �- b�SUFFQk
U( Stormwater Management Control Plan CHECK LIST
NAME: �L Sectio, Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application,
Pt".Pfin,
73YY/z f Date: °�� * The applicant must provide a Complete Explanation and/or Reason for not providing
s rai r (�Tekpl,aneNun,4cr 0( °� � all Information that has been Required by the following Checklistl
I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herei
show all of the following items:; YES NO NA If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries 00
b. Total Site Acreage.
c Existing - Natural & Man Made Features within 500 L.F. � 7
of the Site Boundary as required by §236-I7(C)(2).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 1=1 2EEC VC C-
e. Limits of Clearing & Area oflProposed Land Disturbance. 0
f. Existing & Proposed Contour3 of the Site (Minimum2•Intervals) 0 +t rt r r
g. Location of all existing & proposed structures, roads, ✓000
driveways, sidewalks, drainage improvements &utilities.
h. Spot Grades & Finish Floor Elevations for all existing & EROSION 8i SEDIM CE)NTROLS
proposed structures. include but not be limited to.
I. Location of proposed Swimming Pool and discharge ring. 00 A well maintained ons r
j. Location of proposed Soil Stockpile Area(s). O0 Wire Backed Sit Fencing, stabilization
k. Location of proposed Construction tntrance/Staging Area(s). O0 Seeding of exposed and/or inactive s .
I. Location of proposed concrete washout area(s),
m. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and infiltrate
on-rite the run-off from all impervious;surfaces generated by a two(21 inch UDR d�
rainfall/storm event. e-UlltdLt TOS Encineering at 765-1560 b
3, Details&Sectional Drawings for Stormwater practices are required for approval. Backfill, UK Provide Engineer's Certification
Items requiring details shall include but not be limited to: ate rainage has been installed to Code. G
a. Erosion & Sediment Controls', 00 of So
b. Construction Entrance & Site Access.
grm
c. Inlet Drainage Structures (e .catch basins,trench drains,etc.)
d. Leaching Structures (e.g. infiltration basins,swales,etc.)
1-011, 1:N(al'�1_1_.RItiG DEPAR"111ENT USE ONLY ""�` _-_- _._I
Additional Information is Required.
Reviewed & ❑ Stormwater Management Control Plan is Not Complete.
Approved By: — — — — — — — — — — — — — — — — — — — — — — — —
® Stormwater Management Control Plan is Complete.
Date jl Z� /7 l SMCP has been approved by the Engineering Department.
I
FORM * SWCP Check List -TOS MAY 2014
pF so
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road N A%= Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959
BUILDING DEPARTMENT
September 5, 2019 TOWN OF SOUTHOLD
Robert Von Ancken
7 E 14th Street, Apt. 19S
New York, New York 10003
RE: 125 Cove Circle, Greenport
Note: A Building Permit is required foelub prior to issuing the Certificate
of Occupancy for BP 42184.
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
engineer
BUILDING PERMIT: 42184-Z additions/alterations
PROPOSED DRYWELLS: - (4)8'X4'DW
- 23 CU.YD. 10 CU.YD.
TOTAL: 1871.0'SQ.FT. 1289.9 SQ.Ff. 3160.9 SQ,F7 8.7
62 CU.YD. 36 CU.YD. O
MEETS&BOUNDS BY: NATHAN TAFr CORWIN SURVEY DATE: 8/22/2017
r
r
1
I
u®u
1�
STORM WATER MANAGEMENT DETAILS �
Q ,
N.T.S.
AFFECTED/NEW ROOF AREA:1720 SQ.FT.
kk AT 100%WATER RUNOFF:288 CU.FT.
PROVIDE(2)8'DIA X 4'DEEP DRYWELLS
DRYWELLS CAPACITY.338 CU.FT.
/ DRIVEWAY AREA-1900 SQ.FT.
AT 100%WATER RUNOFF:318 CU.FT.
PROVIDE(2)8'DIA.X 4'DEEP DRYWELLS 1
DRYWELLS CAPACITY:338 CU.FT. �1
0 a >
� U
DRY WELLS TO BE 10'MIN, �': E-,
AWAY FROM HOUSE V 0 Or
00 0 to `Z
Q
O
APPRIR
O WATER MI NACEMENT m N v
COI�Ti - o Code a 3� m ,v o
Date: x
APPrPn° mo\ U0 ` x o
EROSMENT CONTROLS Z U
LO 0
Shall not be limited to: 00
A well maintained Construction Entrance,
° u
Wire Backed Silt Fencing,stabilization &
Seeding of exposed and/or inactive soils. Lon, v m
DRAINAGE INSPECTIONS ARE REQUIRED '0 W
Contact TOS Engineering at 765-1560 before
Backfill, OR Provide Engineer's Certification
that the drainage has been installed to Code.
�ii■�II� u�
U
O
cn
u�
d
N
Uu
� gS
Of
f At 203,
so,,
F
'2 o?
STORM WATE
26► o 95.341 UTI
_ N 8 150 E LE
DW I DW 1-
FRAME rn
`"'
...-a
� PROPOSED 1 STY.ADDITION � r.. .--. G1•�I� %-6 SHED 10.4'
�
TCS REPLACE EXIST.PORCH \ 24.6 6 1
ONC. I I
I I I PROPOSED STOOP 7. BLOCK
�r PROPOSED 1 STY. ! •
I I 10.0' m ^ FRAMED GARAGE
II /
oo � ♦ II
'.AY BAY OR SILT FENCING
II
LIMITS OF CLEARING TO SE i I ! f
3.
NO MORE THAN 20'FROM v
PROPOSED WORK AS I I 5.3' D IV
T AY t
INDICATED ON SITE PLAN 1
I v EX.2 STORY I,: STONE I
FRAMED HOUSE 2.0' 67.0 1 1 y
_ 1 I CONCRETE 1 '
I WASHOUT
m
I i PROPOSED ? __ t/ ♦I mIl z
PORCH - _ y1 t
I ♦ i p I I
0 e
i m�t � a
1 SOIL It
tL - - - - - - - - - - - - - 1 LOCATION 1 ,I N
- - - - - - - - - - - - -
\♦
00
Im
rn
d06 It o
I I - C STRUCTION DUMPSTER1 W
In I I ♦ 7 REMAIN ON SITE FOR 11 'v �
PORT -A-I� TO REMAIN IDU
TION OF CONSTRUCTIONy, O
\ ON SITE F R DURATIOVI —
_ OF CON RUCTION
25' PRIVATE ROAD KN WN AS ELSWORTH CIRCLE CONSTRUCTI \ 1 '
(ALSO KNOW AS COVE CIRCLE)
EN
18
S 605615011 VVAiTy
- - - - - -
POLE
>� SITE PLAN n ,�
�D
PLUMBING
F .
REVISIONS:
ALL PLUMBING WASTE
RETAIN STORMN � SITE DATA: SCTM # i000-49-1-18& JATEFt EPURSUANTOCHAPTER 2
TES ,.�G CEFDSC GERiNG OF THE TOVJN CODE,
DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL:
p�.
a'���I�_... PROPERTY: 36,530 SQ.FT. 0.756 ACRES
1:� - -
ATE:N%O —, B.P. . ZD.�S� Yr —' -
' ,1,.. PROPERTY WETLANDS:
D
rrr. ?() ':_.:•,-�i_l. .Ft `� . ,_. •.. VA BUILDABLE PROPERTY:
I'd'sT';"Y Ei�iwf; 'ICI L' ,",!'TMEINT AT . ! - i•i!
7z1'5-1 "2 3 p l l TO ; F ' F--)R Ti
. ESTIMATED AREA OF
16000 SQ.FT.
GROUND DISTURBANCE:
%',i IC-''d '1 t.V` J I t :(_dl�j�.—IJ
FC1 R i'."'U :D 'vl_ r f{L1r
,': —ATI(�N —
HOUSE: 1871.8 SQ.FT. 785.7 SQ.FT, 2657.5 SQ.FT. 7.3% 50 CU.YD.
3. F° 30 Cll.YD.
4. F!.`'IAL - IAUS T PORCH(TOTAL): 260.6(REMOVE) 480.4(NEW) 480.4 SQ.FT. 1.3% 10 CU.YD. 5 CU.YD.
"2 COV'.FLt TE FOR R C.O.
ALL CCNSTF UCTION :
REVISIONS:
_ z
fir 1-
Q
H � z
o
IF - QW
171 1
I I IVA 11-1 11 IVA N't ff H
ul
I I I I I M.,
Q
W
PROPOSED NORTH ELEVATION a
SCALE: 1/4 - 1
U v o
ry
N v
n
rn
r
00 "
� u
N r v
0 W
H
ElO
a �
d
V
d
EXISTING NORTH ELEVATION
SCALE: 1/4" = 1'
�EDcl
gRc
DRAWN: MH/MS
�� •• �� �� _{ SCALE: 1/4"=1'-0"
, JOB#:
* October 24,2017
- �—� SHEET NUMBER:
SOF N E\N'�
REVISIONS:
C�CIi�C
-
�r�o -
- opo -
o�
raw -
- o
-
o�
00
I I I I I
-- - - - a w
Q � a
-- L-JL- - Z w
- - LIL
H
-- � w
w
L7 lL_1lL_jlH
I III 1111 11 4=41 11 11 111 111 =:41 11 11 111 llllt� 9=4
Ell" Z�z
CIO
O
i
PROPOSED WEST ELEVATION.
o w o
SCALE: 1/4" = 1' � U
o
0
N v
M
m � O
� � u
O� ~
c—I �
C' To �
.°0 � a
Lf) U
00
c� v � v
owl
r7l
ul -1 ,lu
11 If I
� u
EXISTING WINDOWS TO
BE SAVED PER OWNER
LILIL-111 L-11L]IL, LL ill ill
® V
C!�
x
a
EXISTING WEST ELEVATION �,CO��RE°,gRCy
SCALE: 1/4" = 1'
n DRAWN: MH/MS
SCALE: 1/4"=V-0"
N * JOB#:
0 � October 24,2017
22339 2' SHEET NUMBER:
N
A-2
i
r
REVISIONS:
C7
D
D
. �J
O
F
�!
o_
Q w
-- - H
C)
W
O
f \ 6aH
� f
jH11 11
f
f
f
f ,
D `
� \ f
\ f
f
f
\ . f
\ f
\ \ I
Fill
�W
V L
PROPOSED SOUTH ELEVATION o W O
SCALE: 1/4" = 1' U
P4
U
O w
M � U OO,
N W
O
0
N N
F2 O
V
t y m
040
�+ u
U "
ON
00 v
c\, cu
Ll ILJ:
a
w
V
O
cn
�f' N
EXISTING SOUTH ELEVATION
SCALE: 1/4" = 1'
,�FRE�qR
7p � DRAWN: MH/MS
't r 444 kC N SCALE: 114"=1'-0"
JOB#:
��2 g`' �� October 24,2017
SHEET NUMBER:
fop NE���
A-3
REVISIONS:
,[ AO
--
CO
D
REPLACE WINDOWS AS F
SELECTED BY OWNER O
D
LJ, L i I
■ D ❑ � �I o
�...�
_ w
A
Z z �
■ � Q
o a - -
w
EE
PROPOSED EAST ELEVATION
SCALE: 114" = 1' s:� w �
> H
U � O
N W
O
N G!
■ ❑ Q
ml .t~
t�-1 y U
r. 0 rr \
rn U r-'
N � W
G
W
N
EXISTING EAST ELEVATION RED
SCALE: 1/'4" = 1' JAN sRc'S,
DRAWN: MH/MS
* SCALE: 1/4"=V-0"
N JOB#:
. October 24,2017
22339 0 SHEET NUMBER:
OF N EVA
At
4
V�
REVISIONS:
C
7'-2" 7'-11/2" 8'-0" 8'-0" 7'-11/2" 7'-2" „
-- - '-
-------------=- -------------------- - ' --------------- -- - -'-------------- _; -------- -----
♦ -,---------------
�.J - V (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDER , - , (3)2X8 ACQ GIRDER
(3)2X8 ACQ GIRDER , -_--- , (3)2X8 ACQ GIRDER , ----- ---- `---_, ` --- `----
i ,
I
i
I ,
O \ ' ' O
{
o 45'-7" i o
'
�- oo 1 1
1
1
1
7'-5" 7'-5" 7'-51/2" 7'-51/2" 7'-5" 7,-5„ '
(3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER , , (3)2X8 ACQ GIRDER
1 1
---- -- -- ----- 0
' 1 W
it w
N' I I z
C1
WI - ® ' ' - -
T� I W$ B o4 B z
LOG F1Ce
I d'
uj
x
/ LOG FJ 0 , I N' cv 1
v�x x
0
I o♦ z w
' I / LOG FJ
W
� W .
■ I /9-1/2 ML FJ na 1616 ►—�
I Q
4 t
x
(2)2X6 GIRDER I
---
1 i ■
1 1
1
t 1
1 1
Lu 1
W ---- -LOCATE POST ABOVE
VIF ul FILL BETWEEN JOISTS �W
SOLID BLOCKING V 1
1i INSTALL LALLY COLUMN 0 #5 REBAR @12"OC
�I w/3'X3'Xl'CONC.FTG. AND AT FTG. '
O w 0
ISOLID-CORE DOOR
w/WEATHERSTRIPPING F•L� r
` AND DOOR SWEEP
------------------ ---- -
U
® ®
2'-8"
I� REMOVE SECTION OF CONCRETE --_--_- a. � �
(2) X ACQ )2X4 A V O
.� / @ 6�OC J BLOCK WALL.REPLACE WITH 2X6 -' - - r ' i
16
`x J STUD WALL.USE MOISTURE-
0 0
° RESISTANT SHEETROCK ' ° ancQ
Ic ' - ---- - -- - -- ' 4X4 ACQ w/12"PIER \ W
i v @16"OC 33'BELOW GRAD rI" rAr-SII
CN o (2) CQ )2X4 A t� O
1
1
'
81-6" ° ' 7' 21/2"
Cl1
1
v
i
--------------------------------------------� ;
1 1 #5 REBAR @12"OC #5 REBAR @12" C` , ,
AND AT FTG. AND AT FTG.
i 1 i 1 1
i 1 i 1
0 i • i p
i ri 1,
LL
REMOVE EXISTING STAIRS , , rn u
CLOSE OFF OPENING w/ 7
u
2X6 DF#2 FJ @16"OC 1 1 Fp M p
Tp
4"STEEL COLUMN i ' i O x p
6X6 GIRDER 2'X2'Xl'FTG. i D ; �" ® In
CLOSE OFF -� I
WINDOW �° ; v Go
OPENINGS 7'-63/4" 4' ' v
• 4� M Q"
In U
00
d7
LL , �y 0 44
x
GARAGE
A1 I N A
#5 REBAR @12"OC 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC
AND AT FTG. OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO
_ OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).
1 i l e 1 W
i 1 1 i
i C �` , U
, 0
1 4 '----------------- ---- -- i i ' i U)
1
1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT TO
BE DETERMINED IN FIELD.MATCH BASEMENT WITH INTERSECTING '
WALLS AND 3'+/-WALLS AT GARAGE. EXTERIOR OF FOUNDATIONS •
v
TO BE DAMPPROOFED WITH A BITUMINOUS COATING.
2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. q '
FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON
UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 4
3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. ; .�v---------------------------v-_�v_ ----
FOUNDATION PLAN WALLS.INSTAL
L 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING ' e - •v (4
SCALE: 1/411 = is 4).4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC OVER 2"(MIN) 8f 2'-9" 8'-3" '-41/2" Q
S SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO OVERHEAD DOOR(S)FOR DRAINAGE,
1/8":12"(MIN).NOTCH 2"DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE
E PROJECT NORTH INSTALLED AT WALL @ 16-OC,INTO SLAB AND DOOR APRON.
24'-0"
5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES
N TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS
:i
SILL GASKET.
6).PROVIDE 518"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W11 1'-0"OF CORNERS, I C \��>�EtE�ARC
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A
MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO �� SFV I
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. @\
Q ^P� .�! ,� y � DRAWN: MH/MS
SCALE: 1/4"=1'-0"
N +gaff N * JOB#:
October 24,2017
0223ry 9 Q� SHEET NUMBER:
AGF NE\N
A-S
REVISIONS:
C
(3)1.3/4X7-1/4 ML w/(2) 1/2"STEEL GIRDER (3)1-3/4X7-1/4 ML w/(2)1/2"STEEL GIRDER (3)1-3/4X7-1/4 ML w/(2) 1/2"STEEL GIRDER
I
8"dia.FGCOLUMN w/
W 4X4 ACQ POST(TYP) i O X I
a I uu
zo
NEW COVERED PORCH x o
n DECK ABOVE o `O DECK ABOVE
)
x
M W M
1 �
6'-6" 16'-31/2"
o Cl)
POST(TYP) EX.DOOR&WINDOWS �
CW155-3 CW155 FWO 68 APLR CVA55 TO REMAIN cc
13 a
(2 10 DF#2 w/1/2"STEEL HDR �, �--(2)2X10 DF# w/1/2"STEEL HDR--� �— (2)2X'1'0 DF#2 w/1/2"STEEL HDR O
(VIF.REPLA S REQ.)
i5-1/4X5-1/41.8e
PARALLAM
DINING ROOM I COLUMN
T-9"CLG I I „
I�I
W MEDIA ROOM j w
°O / 0 7'-9"CLG 00
® ;I;� B
' 'W 12'-41/2"
I� Q O
0
EXISTING 3 a
w
O O EX. FAMILY ROOM H
® x T-9"CLG
GO
I'I�
F_70),
071
, IM
� I�
.a O ' I� O
ATTIC ; I POSE STRUCTURE REVIEW WITH ARCHITECT EXISTING
' CONDITI NS AN ADDITIONAL STRUCTURALWORK REQUIRED PROVIDE SEPERATE BID FOR ROOF
ENLARGE WINDOWS PER OWNER I _ __
EXISTING BEAM I EXISTING B AM STRUCTURE UNDER DECK ABOVE n~
■ ■ ------------------------------------ I ---- -- ----------------- ---------- F--i
FROM ABOVE
5-1/4X5-1/41.8e Lo
I
PARALLAM
I, COLUMN
IX OFFICE
7-9"CLG
OPEN '
TO i " T^�
ABOVE REMOVE/REBUILD EXISTING ROOF V 1
CCCIII r REMOVE EX.DECK STRUCTURE,
• 1 � (ALT.:9 1/2 ML @16"OC OR C4X7.2j STAIRS AND RAMP
Al''v"tt
EXCAVATE FOR
ATION
AL LOFT BATH N ALTER EXIST.STA RS REPLACE "+ FOR NEW BASSEMENNT STAIRWAY O W O
0 O 3-1/2X7 1.8e 3-1/2X71.8e ' / SOLID-CORE OOR
m N O REFRAME WALL PARALLAM ,
O w PARALLAMLMN (2X6 DF#2) COLUMN �P l y �n�J/� w/WEATHER RIPPING 7'-0" V
F v COL MN c I✓. "' w-v 2)2X8 H AND DOOR EEP p�
z _ % -_=____- =__-_-: - - 2
O `^ (4)7.1 4 ML w/(3)1" I ►y (3)5-1/2 ML I z -
oll ILZ 0 I i--`-- 4 STEEL PANTRY FLUSH BEAM - ------
co ' ' 8
00 UWW S
; KITCHEN ; ' M ; ---- --- -- --- E U O
Cd
-- - - - C OUTDOOR SHOWER = W
N ,
E 7' BATH - " &DRESSING AREA
I I ' T-9"CLG - - - � 1 � C'7
2'-0" !�
FAMILY ROOM -----
1 I
OE
' HALF BATH
j3 �4XZ U4 MLyv�J/2_�IFEL
------FLU SH-BEAM-------
I
3-1/2X7 1.Be 3-1/2X5-1/4 1.8e 8"WALL
W/D PARALLAM PARALIAM PROVIDE EXHAUST VENT
COLUMN COLUMN VENT TO OUTSIDE MP) I
------"----------------' I I � � p
--------------------------' ,j
' b CV G!
1 1
12'-51/2„ 5f_�ff ,_31/2' I m �1' o
M ai u
x v
TRANSOM WINDOWo Lr) r
(VERIFY SIZE w/OWNER) , �'�EELCOLUMN
x o "
OBSCURE GLASS AS I I 2'X2'X1'FTG. Ow
SELECTED BY OWNER X ( 1
STUDIO I NEW GARAGE L E
o
z I I INSTALL 5/8"TYPE-X FIRE RATED
0
,8� SHEETROCK ON WALLS AND CEILING �+ d+ '"
i
L'1 ' - W
rn zm i t r O °a_ M
Lu
"o RS
cu s v
d � I I d 0 w
0 1 a 00 0,16"OC
A
rn L,i z° (ALT.:11-1/4 ML @16"OC)
q x
� W M
v I -----------------------
---------------------- U -----------------------
0.
---------------------- rT,
WALL LEGEND ADJU� PLATE HEIGHT ; p
FOR 40FFIT TO MATCH ' O
--------------, R EX. ENTRY I I LL i U
______, WALL TO BE REMOVED GARAIGE AND HOUSE SOFFIT O
`-------- 8'-0"CLG
FL
I
EXISTING WALL N SLOPED ACCESS OPENING 'TW3046
CEILING TBD IN FIELD(VIF) 1 r I I o �►
I 1 I 1 w
NEW WALL
NOTE: in ' NOTCH 2"DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE 00
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL ; INSTALLED AT W�LL @ 16-OC.I*TO SLAB AND DOOR APRON. ;
[INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6=6"] ; (2)2X10 DF#2 HEADEE ; (2)2X10 DF#2 HEADER
DIMENSIONS OF NEW WALLS ARE FROM STUDS V
[EXT./INT.:2X4= 3.1/2",2X6= 5-1/2"] 8'-0" 8'-0" V)
3'-9" 3'-9" 6'-6" 11'-0" 6'-6"
i. GARAGE PLATE HEIGHT AT 9'-0"(VIF).
7. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R49,EXT. o, 7'-
6ff 24'-0"
2. EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C. WALLS:R20,FLOOR: R30.EXTERIOR OPENINGS MAX.U 0.30
8. NEW WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK.
3. EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT
4. PROVIDE 2-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE C
AREAS.
UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK -�ERED q
STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 9. ALL NEW TILE AREAS TO HAVE MUD SETTING. S \5 RCC
SIDE FOR MICROLAM HEADERS. C�, >GV IN S y,
10. INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS IST, FLO0R PLAN � c5. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. E P ROD ECT NORTH
RTH Q- �Y} ti� DRAWN: MH/MS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. i i j SCALE: 1/4"=V-0"
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. SCALE: 1/4" = l' N * i �' 1 'I JOB#:
PER CODE. 17. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. r .I N
(P tk October 24,2017
6. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE -- �' SHEET NUMBER:
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 339 Q-
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. OF N E\0O
REVISIONS:
C
YANKEEUTTER "
Cl(TO MAT HOUSE) 12'-4oo,
0
u
0
C,
=114 �4 NEW ROOF- 0
C,
-------------------
0
MASTER BEDROOM
Lu
0 z
T-9"CEILING tz
Lu
BATH • 00 �z _- - Q01
u — - '
7'-9"CEILING Lu 00
u.
EX. BEDROOM No. 3 DECK PITCH ui 0.
c WT-9"
CEILING B
u
B
<_j
I I; I z
j Do i
co
X
C14 0
� ' nu � G j � __ = o
Ln
00
3'-91/2'0 u-
0
0
z
LOFT
I-'-14X7-1/4 ML w/1/2"STEEL UPSET Bb
-----------L-----------
-- - — - — - — - — DECK E3
T-9"CEILING II 5/4X4 DECKING OVER uj
X
2X ACQ SLEEPERS,16"OC Lu
ZD Th CABLE RAILING
ui
(INSTALL PERCODE)
C4
Ile—
D
CL
Z
2'.4'
EX. BEDROOM No. 2
--
T-9"CEILING
c
WALMN CLOSET
94
zo
WW
REMOVE EX.DOOR EX.VVDW TO >
----------
CLOSE OFF OPENING:a REMAIN
EX. BATH
T-9"CEILING
REPAIR AND FLASH AS REQUIRED —
TIE INTO NEW ROOF AREAS
NEW DRAINIAGE TO BE REVIEWED
-INFIELD AT TIME OF CONSTRUCTION—
WITH ARCHITECT ——---- -----------
0 ------
_TW!4210-----i-t-i
STEP STEP
p
150-3$t 5'-1
cn 0
--------2 cn u
7_77 0
ON
x
ME
x 0
14'-9" ------ m
to
2X8 DF#2 RR 0,16"OC
Q)
0
xO 4
EVV BATH NEW BATH
EX. BEDROOM No. 1 EX. BEDROOM No. 1, U
8'-9"CEILING 12 "o u)
------- 00
cu
=-=-NEW ROOF-= r.
0 w
A/
co
NEW ROOF 0
0
WALL LEGEND _EXlSTlNG-----
---------------- ROOF 2XR QF#2 RR 016"CY7
L--------------j WALL TO BE REMOVED7
ALTERNATIVE LAYOUT
EXISTING WALL YANKEE GUTTER
L;-- (TO MATCH HOUSE)
NEW WALL
rYi
NOTE:
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL
INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=42',2X6 6"
24210
DIMENSIONS OF NEW WALLS ARE FROM STUDS
2ND. FLOOR PLAN
I EXT. INT.:2X4 3-1/2".2X6 5-1/2"] 1 SCALE: 1/4" = V
E PROJECT NORTH \c, V I N S.
C
�\A DRAWN: MH MS
0
SCALE: 1/4"=l'-O"
JOB#:
October 24,2017
02233 SHEET NUMBER:
till-
lQ*,op NE\N-40
A-7
REVISIONS:
rl
1
FASTENER TYPE: SPACING:
No.8 WOOD-SCREW I ' EX.RR
BASED ANCHOR WITH 16'OC \ I • I 1 ' •J J ' \ l \• 'I ' 11� •
2m.EMBEDMENT LENGTH
No.10 WOOD-SCREWS
BASED ANCHOR WITH 16"OC 1 ( I I I f
tin.EMBEDMENT LENGTH I 111 I I I 1 —
1/41n.dia.LAGSCREW
BASED ANCHOR WITH 16•«
tin.EMBEDMENT LENGTH
SHEATHING�D 12 11-7/8 ML /
1/2"APA RATED SHEATHING 1 RIDGE
1 1 1 LT
(AERNANEo7/16"O.S.B.) I I, I �\ 1 1 / • 9
I — - - — D 2X6 CT 48"OC
1/2"APA RATED SHEATHING _
� I I � � � f
I I I I! 1 I t
J J (ALTERNATNNE:7/16'O.S.B.) 1 J J p I I I I I I BEDROOM No. 1 f
GRADE PLYWOOD
(
I I , i I (D �
® FASTENER TYPE: SPACING: I '
t1
2X4 DF#2
No.8 W0OD-SCREW f I 1 p' STUDS
BASED ANCHOR WITH 10"OC
WINDOW SILL 2m.EMBEDMENT LENGTH r
No.lowooD-scaEws 1 J •/ ' • / ' — - — - - 11-7/8 ML @16'OC
TYPICAL WINDOW OPENING BASED ANCHOR WITH 12"OC ( I o� I ' — — — - - — -'
PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH I TAPERED(I/4"PITCH)
THAN 4 FEET • I
aw
(2)2X12 CJ @16"OC _- MATCH SOFFIT w/GARAGEEX.FJZ
BASE.dia. HORWIT { (3) 1-3/4X11-7/8 ENTRYBASED ANCHOR WITH 16"OC21n.EMBEDMENT LENGTH _ I GARAGE ML GIRDER ����y1" �z�1I, O
TYPICAL DOOR OPENING DID ASSEMBLIES FASTENER TYPE: SPACING: I L
MULTIPLE PLYW
PANEL SPAN GREATER THAN 4 FEET 8 WOOD-SCREW
U
2-2X4 DFN2 STUDS CONNECTED
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No. as
THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH B"OC
AND NUTS @ T_0"OX. tin.EMBEDMENT LENGTH
No,10 WOOD-SCREWS O �./
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91 OC "d EJ • F�
21n.EMBEDMENT LENGTH ,d, 7, STUDIO I U
PANEL SPAN GREATER THAN 6 FEET \ "cN 00
�••� •y
AND EQUAL OR SMALLER BASED ANCHOR WITH 16"a 1 \ W
THAN 8 FEET Nn EMBEDMENT LENGTH 1 O
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL YA 1 11 IK I VA I I I I
00 z A
AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) 2X6 ACQ SILL PLATE R+ ^
SILL SEAL Q W
WI:NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" TERMITE SHIELD /`-i U
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO —- - -- /`-i O
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL EXISTING F (DOUBLE �—
COINSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 4 Js UP UNDER PARALLEL WALLS AS REQ.) (� W
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. , •• •. .. • •. .• e .. •. e e •, . . e, ., 0 U
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4"COMC.SLAB,REINFORCED u
01 8"PC WA1LL �, , V)
EX. WALL
REMOOVV
PRESCRIPTIVE DESIGN PER R402, 2015 IECC: Q Z
E OPENINGS Z
WNW'CONC.FTG. 7AS NOTED EXISTING E"'I O "7-4
FLOOR SPACE R30 CEILING 49 (2;)#5 REBAR f "I [~-+ �D
R-VALUE R-VALUE: Q U 4
*EXCEPTION FLOORS: FENESTRATION
IF FRAMING MEMBER IS R19 U-FACTOR: 0.30
TOO SMALL
.. . .. ..' A ..
GLAZED
v:
SLAB (HEATED) (2'PERIMIETER): R10 FENESTRATION NR
SHCR: SECTION A-A
FRAMED WALL SKYLIGHT
R VALUE: R20 U-FACTOR: 0.55
SCALE: 1/4" = 1'
BASEMENT WALL
(CONDITIONED SPACE) 15/19
R-VALUE:
3 3
11/4 11/2 11/46 11/2 11/2 11/4 11/4 11/4 11/2 11/4
V. W.0 W.C. W.C. LAV. W.C. LAV. � O
SH R BAH BAH `UUU;
11/4 3 ^ � Oj
2 3 2 11/4 2 3 11/4 Cil Z
C.O.1 3 1 C.O. "- W
3 3 3y
,/4 O C.7
11/4 , 11/4 11/2 1 1/4 11/2 17/4
r- JL I '
SINK
j=_=== LAV. W.Cl W.C. LAV.O.W. W.M.
r�o BAH13 ATTIC
F.A.I. GABLE
2 11/2
11/4� 2 3 11/4 C.O.t.0.1 3 3 1f.0. C.O. 3 C.O.
4
_ C�� SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.1. SEPnCRrsTEM m � u
_ TRAP HOUSE -— XO m
F
PLUMBING SCHEMATICo �
_
S.
E
1-3/4X9-1/2 ML RIDGE � _ N.T. Qi
Oor —u 1 2ND. FLOOR o `�
Il- 3'h RAILING u
LEAD FLASHING
— - -— ❑ OL�� min.V UP SIDEWALL SCUPPER rn U cn
LOO AND OVER EPDM LOCATION ss
2X6 CT
@4 OC 5/4X4 DECKING
C� OVER ACQ SLEEPERS YANKEE GUTTER
2X8 DF#2 LL -_ — - '— o W
RR @16"OC ��O h RAILING — ' "—
N (2)7-1/4 ML(PITCHED) @16"OC L L (T'P•)
ALT.:9-1/2 ML @16"OC OR C4X7.2 MIN 3.5"
5SON HDU
/4"DECKING OVER
\\ j D
O HOL OWN THREADED ROD EPDM,FLASHED OVER
2X ACQ SLEEPERS 3/4"T&G EXT.SHTG.
PITCHED AWAY 12 ANCHOR MP)
— - - — FROM HOUSE EPDM OVER 1/4 W
]/2"SHTG. FASCIA TO
2X12 DF#2 CJ @16-OC 2X8 DF#2 RR @16"OC MATCH HOUSE 1ST. FLOOR SUNROOM
EXISTING ROOF DBL 1-3/4X7-1/4 ML V
REPAIR/REPLACE " @]6"OC
PDM OVER 3/4 T& (3)1-3/4X7-1/4 ML 0
AS REQUIRED
EXT.GRADE SHTG. . w/(2)1/2"STEEL
�% GIRDER
o0 ` ` EXISTING SUNRO M 1 °' N
' ' EX.LOG FLOOR EX.9-1/2 ML FLOOR
NEW GARAGE NEW STAIRWAY B"aia. FG COLUMN � I I _ _ _„
5/8"TYPE-X FIRE RATED .� .' w/4X4 ACQ POST ; t�
SHEETROCK ON WALLS
L1
AND CEILING(TYP.) � � � �
2X6 ACQ SILL PLATE �� '� "
SILL SEAL,TERMITE SHIELD ,� ,' _ (n
5/4 DECKING I
DBL.2X6 ACQ DJ 16"OC
(3)2X8 ACQ GIRDER BASEMENT
� • • b e. r e I I e a. -• . e I ♦. • e 6 e. •. t �r
4"CONCRETE SLAB,REINFORCED 0 r4
D D, 12"dia.CONC.PIER
.1 -1
.+
.� .,
� .. 7-15/16" 70
a;
• EXISTING BASEMENT —- - —
• e. a •.
8"PC WALL 74
24"X24"X12" a)
DAMPPROOF �,. 9" CONC.FTG.
o � \��EREDq,QC'
SECTION C-C :•
4"CON SLAB �� �BEV IN `SC,T, y�j. DRAWN: MH/MS
" , d;• a e. a e. • e. a ♦. SECTION B-B �` SCALE: 1/4"=1'-0"
k' N
SCALE: 1/4 = 1 SCALE: 1/4" - 1' October 24,2017
16'X8"CONC.FTG.
(2)#5 REBAR
r * SHEET NUMBER:
X2339 ��-
- GFNE �G
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS IN
°
° RAFTER WALL STUD
ENDWALL
° ° CRIPPLE STUD BOTTOM PLATE
o
p RIDGE LEDGER B ATHTUB
° HEADER ;
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
F LOOR USP NUMB ER DESC RIPTION APPLIC ATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT �j
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR l�-1
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 o. STRAPAPP'LY OVER RIDGE TO EACH RAFTE JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER Q
E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC
WALL STUD n/
/ ►"`h C/1
THROUGH-ROOF EXHAUST
VENTS SELECTED AND W
LOCATED BY CONTRACTOR
E--1
METAL STRAP
W
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL A
CHIMNEY RAFTER AS REQUIRED O
RIM BOARD
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
H
VENTILATION
U
SIDEWALL FLASHING
WOOD JOIST
FOUNDATION TOP PLATE
- ' - - FINISH WALL AND MOISTURE 2 4OLEDGER BLOCKING z
B ARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST Z
STAPPING TO B E ATTAC HED TO WALL STUDS @48"OC0
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O U
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER H•.•I
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^
FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION Q
INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL '
�----�,_� ROOFING LAPS BASE
' FLASHING 4 INCHES
�j�
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W 0
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING I•� -a �'
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT HL•�
u
WOOD JOIST U
01W
TOP PLATE y
lob Q
GIRDER/HEADER
SIDE WALL FLASHINGU U �
W
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS X48"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS
AS TO FORM DRAINAGE CHANNELS AND
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREEETHE PROPER STEEL CONNECTOR.
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
0
TERMITE SHIELD
- SUB FLOOR
SILL GASKET �-' N v
WOOD JOISTS y o
r NEOPRENE ; p tr)
CONC. SLAB GASKET ��`� 2x6 2x8 CONTINUOUS WOOD PLATE `� M o
TYP. CONC. FOUNDATION ( /� 6 MIL. POLY ' / "o - -�
DAMPPROOF EXTERIOR ° ° V3 BOLTED TO STEEL BEAM WITH v �
V GRANULAR FILL x o
\,4 7 , 1/2 " DIA. BOLTS ® 48" o.c. STAG.
6MIL POLY ON EXTERIOR r , p. m
° V STEEL COLUMN '
, ^ 1 v M cu
° 4 ° ` '4 o o G ROOF JAC K `� 0 00
CONC. SLAB ' 4 - �° ° ' \� . �� STEEL BEAM % ep u gip,
a ° A o \,4 v ANCHOR BOLT EMBEDMENT: ( I t ,'� 4" x 1/4" x 8" STEEL `- u n �
COMPACT FILL ° _ POURED CONCRETE: 7" �
BLOCK WALL: 15" ` I
,4 A o ROOFING LAPS TOP AND BOTTOM PLATE U cn
KEYWAY FOOTING o /� ,Q
1/ ° e 4 e 1 4 ^ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT v+ � >�
C'4 4 CONC. FTG. '4 Q'4 ° o' SIDES AND TOP �N r. v
° ^ ^ ; 4 ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT 0 ,
o. (USP LB PS58 OR B P583) .� � � W
p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT ''
3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
"
TYPICAL BEAM DETAIL �
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STOIRIES 36" OC W
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
ALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57" OC U
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
r----SUBFLOOR Q'
CONC. SLAB I DOOR FRAME
6X6 10/10 WWM N
/ GARAGE O_ JOIST
COMPACT FILL ; DOOR I USE 2X8 STEEL BEAM
FOR B LOC KOUT
4" SLAB
P.T. PLATE ` W/ 6X6 WMM M I SLOPE
/ `-
4-DRIVEWAY --�. NOTCH JOIST AND ADJUST HEIGHT � �j
1/2" AIR S �IPACE �` < � ° ° �— (WITH A NAILING PLATE IF NEEDED)
AT END AND 4 ° n e , TO BE APROX. 1/2" OR HIGHER THAN
c�ys ES OF WOOD o�4 D o O ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE d,
GRADE ° �► "-"�'- --<<-----z BEAMS - ° ° a > '° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
,, ° C ° 4 ° Q �.
� ,4 6X6 W.W.M. —1 - - ••- - - - ° _, I
SUBFLOOR
NOTCH BEAM FOR MUDSILL IF REQUIRED MAXIMUM
•s n • e' NOTCH H EQUALS
REINFORCING BAR 1/4 DEPTH OF BEAM ° °� ° ,o ° I I-I I OIST
. 4' i REINFORCING BAR a s s o
DRAIN TILE ' d 1O ° 4 ° y
12" '4 se SHEET METAL / 30# FELT UNDER BEAM AT POINT �• /� e e I � STEEL BEAM
04
OF CONTACT WITH CONICRETE OR CONC. BLOCK _m_ ii i
o• 3" PLATE (BOLTED TO BEAM) RED
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • 4^ SHIMS TO LEVEL BEAM •� GNc_> '�Rc
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. VIN SC 'Sj� DRAWN: MH/MS
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �Q ,� y� SCALE: 1/4"=1'-0"
�. JOB
BEAM POCKET N * October 24,2017
�\ SHEET NUMBER:
�' 22339 Q—
` SOF
--9
REVISIONS:
CODE: 2015 IRC, 2016 NYS
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT
GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D R
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNERENT HAZARDS
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE -
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
SOIL COMPACTION:
4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000#
KING STUDS CAPACITY.
2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL
CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
4"DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698
CRIPPLESTUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE
RAFTER FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.
LEDGER
RIDGE HEADER
DECK AND COVERED PORCH NOTES:
1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
Z_ All fasteners,hangers and anchors to be galvinized or stainless steel.
RAFTER JACK STUDS
2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts.
Girders on concrete piers shall be anchored with proper steel connectors anchored
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
JL
RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete
LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION be 3 ft.below grade. 0
LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18 a.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20 a. STRAP APPLY TO EACH JACK STUD M--•1
STAIR RAILING g g 4). Deck joists to have blocking at 8'0 o.c..
ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD
5). Flashing shall be installed between the building and ledger. Lapping up the sheathing
and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers �
1-1/2"SPACE and nuts at 16"o.c. rT�
MINIMUM
6).Concrete piers shall be a minimum 6"above grade. 1�
W
HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored A
to girder(s). Z
RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building.. O
9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal
"4-IN POSTfor any contact with ACQ.
TOP PLATE
TOP PLATE z
Z O
BALUSTERS U
RIM/DECK JOIST o HANDRAIL NOTES: 0
WALL STUD
OPEN BALUSTER ATTACHED TO WALL WALL STUD O All required handrails shall be of one of the following types
or provided equivalent graspability. ~^
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an H
ALL HANDRAILS SHALL BE-CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 2 inches. If the handrail is not circular it shall have a
RAFTER/PLATE RT15 TYDOWN ANCHOR perimeter dimension of at least 4 inches and not greater
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION
CONNECT OVER USE MIN. 2 than 6-1/4 inches with a maximum cross section of
EACH RAFTER
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR ( ) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches.
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD
EACH RAFTER 2).Type 11. Handrails with a perimeter greater than 6-1/4
inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a
distance of 3/4 inch measured vertically from the
st
4"MAX. portion of t profile and achieve a depth of at least 5/16
inch within 7/8 inch below the widest portion of the 04
4"DIA.MAXIMUM -,�,� GIRDER/HEADER profile.The required depth shall continue for at least 3/8 O a 0
I inch to a level that is not less than 1-3/4 inches below the
tallest portion of the profile.The minimum width of the U
GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a U
° maximum of 2-3/4 inches. Edges shall have a minimum
Z 0 ° radius of 0.01 inches. W H
� JOIST POST/COLUMN 0 ° � 0 �
° POST/COLUMN
U v
NAILING SCHEDULE N
GIRDER/HEADER
ROOF SHEATHING:
JOINT DESCRIPTION QTY SPACING NAIL NOTES O
POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8
LOCATION USP NUMBER DESCRIPTION APPLICATION WFCM PANEL 8d WFCM-SBC
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN
DECK/PORCH RAILING ROOF FRAMING:
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN
LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION
JOIST TO GIRDER/HEADER RTLO TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTM SPACING NOTES
RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAI L o
TOP PLATE 10'WALL: 4-8d COMMO RAFTER
CEILING JOIST 8'WALL: 3-8d COMMON EACHM N W
TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE NAIL c?) m o
CEILING JOIST TO AS PER TABLE 3.7 EACH FACE X v
° ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL rn � o
' BEARING PLATE GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE ` ' X o
OVER PARTITION WFCM-SBC LAP NAIL w
° • • COLLAR TIE AS PER TABLE 3.4 EACH FACE o y 00 a
TO RAFTER WFCM-SBC END NAIL
° WOOD JOIST .; .; BLOCKING 2 -8d COMMON EACH TOE m
TO RAFTER END NAIL � L\ ,� .z
LEDGER " RIM BOARDT EACH END U
I 1 •,>� 2-16d COMMON rn
CONCRETE PIER TO RAFTER END NAIL a+ v
° GIRDER/HEADER t I `" oo fl
WOOD JOIST •,>;• ry o W
WOOD JOIST
WALL FRAMING:
JOINT DESCRIPTION QN SPACING NAIL NOTES
FLUSH JOISTS WITH HEADER/GIRDER 1 (MINIMUM) TOP PLATE DOUBLE 2x TOP PLATE TO 2 -16d COMMO PER FOOT FACE NAIL
CEILING JOIST TO BLDG,CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH 1 I FOR HEADER: HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE W
THE PROPER STEEL CONNECTOR. 4-16d COMMO
LEDGER TO BI:CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE NAIL
IF ABLE,SET FIR JOISTS APROX. 1/4' HIGHER THAN LVL HEADERS �C
TO ALLOW FOR SHRINKAGE. ROD I1 (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE STUD TO 24" FACE U
REQUIRED 11 STUD 2 -16d COMMO O.C. NAIL
FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE
HEADER TO 16d COMMON 16"O.C. FACE
I HEADER ALONG EDGES NAIL QI
FLASHING TUCKED UNDER I I TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END
TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL N
PIPPED OVER FIRST CONTIN. THREADED RODBOTTOM PLATE TO:FLOOR JOIST,BAND 2 -16d COMMO PER FACE NAIL
PIECE OF SIDING BELOW FOOT
END JOIST OR BLOCKING �
1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT
CONNECTED TO BLDG. @16"OC STRINGER c MINIMUM POST
DECK FRAMING:
X16 �
ENID DISTANCEQTY. SPACING
JOINT DESCRIPTION NAIL NAIL NOTES
(z)THRu•
BOLTS
1
ANCHOR "dia. • _ , JOIST TO: PER TOE
P644 POST a
4-8d COMMON
FLOOR FRAMING o PIER 16"TREAD o .-.• - MINIM M >D. �� SILL,TOP PLATE OR GIRDER JOIST HALL
2x JOISTS ° o ' o c END INCE BRIDGING EACH TOE
° +• 12"A2N12" v 2 -8d COMMON
C . •p .. TO JOIST END NAIL
G ADE a CONC.SLAB •°•,' ' '' ::, •o •`' CONCRETE FOOTING 2 -8d COMMO
C (AS REQ.) '4 .p, •';: ••$' c A c A BLOCKING IS EACH TOE
BLOCKING FOR •'.;A I
JOIST HANGER TO JOIST END NAIL
;�' 8"dia. n', '� DECK PIER '' v v e ' _
LAG BOLTS p p 3,_D e e" cowc. "° PER PIAN BLOCKING TO: EACH TOE
3 -16d COMMO
p �..4. PIER o'✓ae• HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL FLED
RIM.101ST/BD. C n 0 , SIMPSON STRONG TIE MODEL STRRI/2 LEDGER STRIP EACH FACE N5\� q
DECK POST FTG. CONNECTION 3-16d COMMO
J>�
.41� b,=¢ INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO BEAM JOIST NAIL ��°.4-'��`N S y "�; MH/MS
LOCATION USP NUMBER DESCRIPTION APPLICATION JOIST ON LEDGER PER TOE -
3 -8d COMMON "YI eAE: 114"=1'-0"
04 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL
DECK/PORCH LEDGER CONNECTION
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR I APPLY TO EACH FOOTING BAND JOIST PER END
3-16d COMMOI, I c b r 24,2017
TO JOIST JOIST NAIL 0 '!
S ET NUMBER:
� �
BAND JOIST TO: 2 -16d COMMO PER TOE NAILA �2` '
SILL OR TOP PLATE FOOT �. 2339
OFN ESN
10a
REVISIONS:
WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:
Ci EN' E R A L *IN" 0 T E S 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 1 � LL: 4-8d COMMON JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM- SBC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE 40
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in DECKS
TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10
Theses codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.16
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 0
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS40
~
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL [-•�
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES GAURDRAILS ANY DIRECTION 200
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: I LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION [-••1
ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMONJOINTS FACE �I Z
INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE Z
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE U
O
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMON O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Q
Sym.: U
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. Z �D
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
such a!i bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z
in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION Z
6}.TYPE tl EXTERIOR SHEARWALL CONNECTIONS:
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: PER FACE NAIL
length adjustment factors in table 3.16. END JOIST OR BLOCKING FLOOR JOIST, BAND JOIST, 2 - 16d COMMONFOOT SEE NOTE: 1,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD Q
determine intended heights of finished floor(s) above typical grade. FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT Q
7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2}. All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE -
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4-8d COMMON PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 8), CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 -8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. p SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES W
3.5. BLOCKING EACH TOE
2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL @ 6 O.0 8d COMMON @ 6 O.C. SEE NOTES: 1,3
poured on 4 inch thick send or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE ( BOTH FIELDS)
p g g• SEE NOTES: 1
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON INTERIOR ZONE Sd COMMON @ b" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD
6" maximum lifts (layers), anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL � 0..
along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 U
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install oneattached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL U
8x16 cast iron foundation vent for every 150 sq. ft. of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES
7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL UC) O
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
All fasteners, hangers and anchors to be al TO JOIST 3 -16d COMMONJOIST NAIL N W
the below grade portion of exterior walls prior to backfilling. g g vinized or stainless steel. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak,
8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. �
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. F H EATH I • 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES o
g p 5 . A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL -+
otherwise. ) g g g JOINT DESCRIPTION �,,,
Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) m v o
where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS 0 m
WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 � o
Bearing wall headers to Ihave (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. O x o
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING:
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES
7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored CZ a) LO I~
NAIL NAIL o 00openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 89. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. x 9) .4, 6 �
and blocking where applicable. QTY. SPACING M v �
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wail sheathingwithin 4 feet of the corners, the 4 foot edge zone attachment requirements shall � o �,'
4.
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC ) g q in U
be used. C\
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE N v v
6d COMMON
6). Double u floor joists under walls that run parallel to the floor joist and under bathtub . 1).All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD b" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o ria 3
P 1 P j PP Y� g g p .�
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD 5d COOLERS 10" O.0 . FIELD
on plains. 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4"thick microlams ( height to match floor joists) around stairwell and/o. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g• g
other access openings unless otherwise noted (typical).
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL w
JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE•X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H
8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING
2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U
HVAC SYSTEM NOTES 8d COMMON �
1" OR LESS 12" O.C. FIELD 0
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists
under all bearing walls. NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier.
levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
feetBatts or blankets of mineral or ass fiber shall be allowed as fireblockin in walls constructed
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing � g
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " re q g .SOIL COMPACTION: using parallel rows of studs or staggered studs.
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing �
Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x
shear capacities, nailing requiirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, ) P g P p
) 3 .In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. "
1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents, es and ducts at ceilingand floor level,to resist the free passage of
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION, flame and products of combustion. P g
2). When wall sheathing is continuous over connected
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall beermitted
to have regular 1/2" sheetrock. All walls to be taped and finished. p 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5). for the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or EREogR
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 �,G ,�EvINS C'y�
`u
torch down type material over. and R315 of IRC. �� c��y DRAWN: MH/MS
y SCALE: 1/4"=1'-0"
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to �� N JOB#:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. October 24,2017
SHEET NUMBER:
�F �233q ��-
OF N E W`I O
REVISIONS:
•-----, •----- •----- ----- •---- --- •----
- -------------- , ,---------------, --------------------, ------------------ ---------_----_-, q---------------, i
. o . ro . . o . . o . . o . . o . . o . V1
. , ,
---- -- o
------ ------- ------1
II � it I H
U
I '
7 F
il----------I
H w
IH
Q
U
C>)
i
----- ----- --
----------
------ - - v
.o 0
ZF
D
d • �+ v d ,
D
Q
r p
N N
ccn V-'� O
' + p p ri
P�
- - - - ---0- - - - - - - - - -- - - - - - D w CCS
(u
o T3 z
40
u
N v
0
D �
0
v
d
V
c O
v r P 4 VQ �� + ► 1
DD
r N
o
c � Nr
d '
d 4 V
FOUNDATION PLAN
SCALE: 1/4" = V-0'
G��.�ERED qRc
EV IN S
DRAWN: MH/MS
SCALE: 1/4"=1'-0"
* JOB#:
e ,, October 24,2017
2233 t Q� SHEET NUMBER:
OF N ENN
REVISIONS:
--------------------------------------------------
o
R
COVERED PORCH
O
DINING ROOM �
MEDIA ROOM a
1 1 a
° TBD
1 1 t lALM&I �
\ \ FAMILY ROOM H
Y \ lr TBD p
---------------------- ------ -------------------- ------ ------ ------------.
------------------------�--_- � ----------------------- f--�-------- ----------
-----------
OFFICE
-------- � \ Q
1 1 ,
�\
R OFFICE
I
t
1
1 _ _ � u
---- rl �- - / ® Z- - , -- c
o
}R -------- --- U U
KITCHEN civ
� y
" v E
><
t i m' O
t t X v
7477777
44
t 1 I I iii;
1 ( 11 ii
o
1
0
RI
-01
STUDIO R 1 fill
t 1 I I 11�1 u
111' rn w � in
GARAGE N 014
1 \ L -- -- - - - - - - - - - - - - - - - -
Ndt '
' 1 ------------------------ -------- 1------------ Cl)
W
� t - 1 H
(P
t 1 1
4e� V
ENTRY p
t t 1 1
t 1 1 1
1ST. FLOOR PLAN -
SCALE: 1/4" = 1'-0'
\�,�ERED,gRc
1 DRAWN: MH/MS
-'l
* ' N SCALE: 114"
N * JOB#:
October 24,2017
X22339 Q- SHEET NUMBER:
AGF NE �O
E-2
REVISIONS:
O
— — — — — — — — — — — — — — — — —
0 I
fjj
I
I H z
° I �
z w
I � N
I
I H
I
i
I
I
I
z ? I
� I
� I
I
J �
' I
U
I �
I ~
-------- ----------- I r4
- -
- - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - -
U a o
o
I
° I
— — — — — — — — — r
- - - - - - - - - - - - - -
u
00 r-4
— — — — — —
II
Q
/ II rn
u' u
I t I I o v � a;
40
0 4 �
I75
� U
II N
II
II
I
II V
I
it O
I �
I
II �
--- it
II
� I V
2ND. FLOOR PLAN
SCALE: 1/4" = V-0'
�S��RED ARc
viN sC, yA
) DRAWN: MH MS
SCALE: 114"=1'-0"
* JOB#:
�—� October 24,2017
9>' 22339 Q` SHEET NUMBER:
fop N EW
. -3