HomeMy WebLinkAbout43610-Z ®�O�uEF01'A,�oG Town of Southold 11/18/2019
y P.O.Box 1179
a
v' T 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43610 Date: 11/18/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 250 Stirling Woods Ln, Southold
SCTM#: 473889 Sec/Block/Lot: 88.-2-15.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/28/2019 pursuant to which Building Permit No. 43610 dated 4/3/2019
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:
ADDITIONS AND ALTERATIONS INCLUDING TWO-CAR GARAGE AND DECK TO AN EXISTING ONE
FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Vandewater,Lawrence&Mary
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43610 11-07-2019
PLUMBERS CERTIFICATION DATED fi
uth riz gnature
gU 64' TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43610 Date: 4/3/2019
Permission is hereby granted to:
Vandewater, Lawrence & Mary
250 Sterling Woods Ln
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
250 Stirling Woods Ln, Southold
SCTM # 473889
Sec/Block/Lot# 88.-2-15.2
Pursuant to application dated 3/28/2019 and approved by the Building Inspector.
To expire on 10/2/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $512.00
CO -ADDITION TO DWELLING $50.00
Total: $562.00
Bui ding nspector
®��pF SOT,®l
Town Hall Annex a ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 • Q sean.devlin(a)-town.southold.ny.us
Southold,NY 11971-0959
®lac®UNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Lawrence Vandewater
Address: 250 Stirling Woods Ln city:Southold sr NY zip: 11971
Building Permit# 43610 Section: 88 Block 2 Lot 15.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Wildwood Electric License No: 4836-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 20 Ceding Fixtures 7 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 16 CO Detectors
Sub Panel 100A A/C Blower 1 Range Recpt Ceding Fan 2 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 14 Twist Lock Exit Fixtures Combo SD/CO
Other Equipment A 100A Subpanel Was Added and One Mini-Split
Notes: Garage and Den Renovation
Inspector Signature: Date: November 7, 2019
S.Devlin-Cert Electrical Compliance Form As
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing'-'land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50 00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 1
Date. cr 2�, Z 0/r
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 2- v S��r 1 n s L, vci J., c., e, yo
House No. Street Hamlet
Owner or Owners of Property: C'or'e n co VC,1,Je y f',
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. g Lot: e //
Permit No. 1 Date of Permit. Applicant: Z c w re n le Ucy,dQ //� 2r
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for- Tempora Certificate Final Certificate: (check one)
Fee Submitted: $ ,
b"
Applicant Signature
�a0F50Ulyo
# TOWN OF SOUTHOLD BUILDING DEPT.
°ycou765-1802
INSPECTION .-.
[/] F/OuNDATION 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 11 [ ] CAULKING
REMARKS:
J9JAADATE INSPECTOR
`lto OF SOUTyO
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] UGH PLBG.
[ ] OUNDATION 2ND [ INSULATION F70W
[VI.fRAMI /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
SWI) InA 014
DATE INSPECTOR
a0F so 1136/ 0
# # TOWN OF SOUTHOLD BUILDING DEPT.
�ycou765-1802
INSPECTION
[ ] 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:
ClAj
DATE INSPECTOR `'
pF SOOIyO� L4 L7l V O A1111A
* * TOWN OF SOUTHOLD BUILDING DEPT.
cn765-1802
INSPECTION
[ I FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND , [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY" [ ] FIRE SAFETY INSPECTION
[ "
] ' FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)Den
[ ] CODE VIOLATION ] PRE C/O
REMARKS:
DATE INSPECTOR
SOUIyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
comm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [XFINAL
H PLBG.
[ ] FOUNDATION 2ND [ ATIOWCAULKING
[ ] FRAMING /STRAPPING [
[ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIO"I.-ATIONII-- [ ] PRE C/O
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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: (631) 765-1802 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
k Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
? Contact:
Approved 20 Mail to:Zka1 r-f+) cie �., �✓ ^
Disapproved a/c 2.0 -C-AL,/rng e. L1;11 P-f K-he'd
i
Phone: 0/3)—
Ex
3)—Ex it tion 0
Buil 'n ctor
MAR 2 8 2019 APPLICATION FOR BUILDING PERMIT
r LT1�,D!!,T> y'c Date A cr-C), - 20
TOWN OF SOUTHOLL 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 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,ho ing cod and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections. 1 f ffck
(Signature of
applicgantt or name,if a corporation)
2a1/ ���r(��
(Mailing address of applicant)
State whether applicant is caner lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises L ct-lre n cQ �,,� cr C„k Akl r
(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 or wi be done:
2- o .3��(In V.,
House Number Street c Hamlet
County Tax Map No. 1000 Section D Block- Lot ��
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy A o m e
b. Intended use and occupancy A6 I e
3. Nature of work(check which applicable): New Building Addition, P/ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost �o rj 00 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units / Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 3 , Rear `�• % Depth yJ
Height '"L��_ ''' Number of Stories �-
Dimensions of same structure with alterations o additions: Front r y
Depth Height Z3Number of St6ries---._"
8. Dimensions of entire new construction: Front 3 Rear 3 "` Depth Z
Height /s`��` Number of Stories
f
9. Size of lot: Front °f Rear U > Depth
10. Date of Purchase 1/ 0
/� Name of Former Owner ��� �'�� #0e4vi' :nc'
I If
11. Zone or use district in which premises are situated
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 V/NO
-a'510Gill en c¢ 4- /11-y C ( @t -a'510S j-e'411 ae"epy L oh¢
_
14. Names of Owner of premisds Address SO � ✓j'Y Phone No.e3l—
Name of Architect!prence e�� -e�' .,sAddress 3�M'd' �- z^ . l c hone No_.5ff4_C2—I
Name of Contractor M k2 Address /2'7 ;,e I/c{Pho No..r/(-:?7s"— ®S-97
/I J,I tr;, e1Y /O`? ' .rte t'4-4 -yl-'Po
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 BFjREQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO a/
* 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) above named,
C®N1\111E D.BUNCH
(S)He is the Notary Public,lade of New York
(Contractor,Agent,Corporate Officer& fief in Suffolk County
Commission Expires APeil 14,2D�10
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 th (q
day of ��J\_
20
Notary Public Signature of Applicant
Scott A. Russell ,��°SU S STOIKIMMAT]E]R.
SUPERVISOR z �� � ��\ )E1\M11EN T
SOUTHOLD TOWN HALL-P.O.Box 1179 p
53095 Main Road-SOUTHOLD,NEW YORK 11971 �ho� Town of Southold
D-
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
= -- ------ — ----------------
_ _. .
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No t
t
j ❑ 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
E / within any parcel or any contiguous area.
on slopes which exceed 10 feet vertical rise to
El[/) C. Site preparation
l 100 feet of horizontal distance.
r
❑( ] D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal E
i erosion hazard area.
❑d E_ Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse. '
square
uare
f ❑ F_ Installation of new or resurfaced impervious surfaces of 1, q
feet or more, unless prior approval of a Stormwater Management
r 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.
S.C.T.M. 1000 Date
APPLICANT: (Properly Owner,Design Professional,A--.nt,Contractor,Other) District
NAME ` 9�t 2r1� �CrppQ2C1��
w„�,t Section Block Lot
r ”"FOR BUILDING DEPARTtilENT USE OCL;
Contact Information
Reviewed By:
Date:
Property Address/ Location of Construction Work:
r I� Approved for processing Building Permit-
��0 L°ae- Stormwater Management Control Plan Not Required.
Sc ��'�o� dt �� 5'�� ❑ Stormwater Management Control Plan is Required-
(Forward to Engineering Department for Review.)
FORM A SMCP-TOS MAY 2014
_ o��suFFol�-�aG
Town Hall Annex �� y Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P. O. Box 1179 x
Southold, NY 11971-0959 0
•
_ - - BUILDjN-G-DEPARTMENT ----
NOTICE OF UTILIZATION OF TRUS&TYPE.:CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner-
h/f �CG C n
Location.of Property:
Please take notice that the,(check:,, pli66ljleA1ne):
New commercial or. reside ntra`structure
Addition to:exist'irig comrriercial.-or residential stCucfure
Rehabilitation fo';Nan exisfin` >wcommercial or residenEialstructure'
r.
to be,constructed or performed at the subject property reference*above 'IEutilize
(check applicable line): f
Truss type construction (TT)
Pre-engineered.wood'construction (PW.) ;
Timber consteuctiori{,(TC) `
in the following location(s) (check applicable iine):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor.and roof framing,(FR)
Signature:
Name (person submitting this form): L,re,/r-en Ce
Capacity (c eck applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
6" DIAMETER
REFLECTIVE RED
REFLECTIVE WHITE
PANTONE #187
1/211
The construction type
STROKE
designation shall be
C4155 461177' 64111"s cclV"or CCV57
to indicate the construction
classification of the
structure under DESIGNATIOINTOR STRUCTURAL
section 602 of the BCNYS COMPONENTS THAT ARE OF
TRUSS TYPE CONSTRUCTION
® "FII FLOOR,FRAMING, INCLUDING
GIRDERS AND BEAMS
i
"FRI'R FLOOR i►lV6 R®c'S1= 1=RArvi1FIG
STANDARDS AND CODES
nil
1 !
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
A _Town Hall Annex- 54375 Main Road - PO Box 1179
ViV, 0,,D Southold, New York 11971-0959
ielephone (631) 765-1802 - FAX(631) 765-9502
roger.richertCu?town.southold,ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: \,?A S2. Date: B - 13- 19
Company Name: �/t L�iN00D t LELT2� Tr�1 e-•
Name: p
License No.: L} UL, email: x0.1 t,� c Q„,\q 1 t.�0oD iFLe CTaAC, a r^
Address: �?. 0 . IZ- 806 ArU i+.T& W\_i. S 1^7 q 2
Phone No.: A-31 929_- 4219 3t— Z3(,-ZZ I 1
JOB SITE INFORMATION: (All Information Required)
r.
Name: vpr•-4dV_V'/^T M
Address: ZSb _5-19L)1V& WpOD-S L 56(tT'JQ0L.D
Cross Street: y', �3A V►axe �oA,�
Phone No.:
Bldg.Permit#: 4 1 n email:
Tax Map District:. 1000 Section: Block: Lot:-
BRIEF DESCRIPTION OF WORK(Please Print Clearly) C'ge_f* c IZ Owpm ,/
ADD) 110d
Circle All That,Apply:
Is job ready for inspection?: QE ' NO Rou h 1 Final
Do you need a Temp Certificate?: YES /(ED Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A #Meters Old Meter#
New Service-Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form.xls
s
d
k i
DECLARATION OF COVENANTS AND RESTRICTIONS
THIS DECLARATION is made this 26`h day of May,2009 by STERLING HARBOR INC, a
New York corporation having principal offices West 20'h Street,(GE),
New York,New York 10011,hereinafter referred to as the DECLARANT;
WITNESSETH :
WHEREAS,the DECLARANT is the owner of certain real property situate on
oll side of
Main Bayview Road,300.21' East of Midland parkway,Town of Southold,
tY
New York,more particularly bounded and described in Schedule"A"attached hereto(hereinafter
referred to as the Property); and
WHEREAS,the DECLARANT has made an n of cation for and has received
Southold to subdivide said property conditional
five
approval from the Planning Board of the Town to S
(5)lots,as shown on the Subdivision Map of"Standard Subdivisiol9,2009,n for whi h ml ap w 11 be
Bayview"prepared by Peconic Surveyors,PC,last dated February
filed herewith in the Office of the Suffolk County Clerk;and
approval,the Planning Board of the
WHEREAS,for and in consideration of the granting of said pp
Town of Southold has deemed it to be in the best interests Covenants the Town f Southold d Restrictions be
owners and prospective owners of said lots that the with
imposed on said lots 1,2,3,4 and 5,and as a condition of said approval, said Planning Board has
required that the within Declaration be recorded in the Suffolk County
Clerk's Office;and
WHEREAS,the DECLARANT has considered the foregoing alld has owners determined said thatparcthe same
will be for the best interests of the DECLARANT andsubsequent
NOW TMREFORF,'THIS MCLARATON WITNESSETH:
That the DECLARANT,for the purpose of carrying out the intentions above expressed,does
hereby make known, admit,publish,covenant and agree that the said lots within said subdivision
ma shall hereafter be subject to the following covenants and restrictionsn all purchasers,lot ras herein cited;which
holders of said
P
shall run with the land an utorsl binding
aadministrators, legal epresentatives,distributes,successors and
property,there heirs,executors,
assigns,to wit:
I. The amount of clearing for each lot shall be pursuant to Article X11 section
240to be 9(Car d
the Southold Town Code;for lot size 30,001 to 60,000 percentagefte permitted
is 50%.
•
2. There shall be no further subdivision of Lots 1,2, 3,4 and 5 on the approved subdivision
map.
3. There shall be no changes to the lot lines of Lots 1,2, 3,4 and 5 without Planning Board
Approval.
4. (a)Lot"1"shall be subject to a fifty(50') foot-wide non-disturbance buffer as shown on
the approved subdivision map. There shall be no clearing or grading within said fifty(50')foot j
buffer. DecIarant has planted within the non-disturbance buffer area a doble row of evergreens,
staggered, 15 feet on center.
(b) Lots"1", "2","33"',"4"and"Y'are subject to a thirty(30')foot wide non-disturbance
buffer as shown on the approved subdivision map. There shall be no clearing or grading within
the said thirty(30')foot buffer. Declarant has planted a double row of Maple and Pin Oaks, 18'
on center.
5. All storm water runoff resulting from the development of any of the lots on the
subdivision map shall be retained on site and shall be the responsibility of each lot owner.
6. No residential structures shall be permitted on Lot"5",except within the building
envelope as shown on the approved subdivision map.
7. Lot"5"shall be subject to an Agricultural Open Space Easement that is to be filed in the
Office of the Clerk of Suffolk County simultaneously with the subdivision map.
8. Access to each of the Lots shall be from a fifty(50')foot-wide right-of-way shown on the
approved subdivision map. This access shall be subject to a Road and Maintenance Agreement,
as recorded on 412.'R 109 in the Office of the Clerk of Suffolk County at Liber
Page ;� . Upon acceptance by the Town of Southold of an offer of dedication
to the Town of Southold,the Road and Maintenance Agreement shall expire.
9. By this declaration, future residents of the Lots that comprise the subdivision are advised
that the Lots may be subject to the noise,dust,and odors normally associated with agricultural
activities pursuant to Article XXII,Farmland Bill of Rights,of the Southold Town Code.
10. Prior to commencement of any construction activity on Lots 1,2,3 and 5, a NYSDEC
SPEDS General Permit,if applicable, must be secured and submitted.
l 1.All street tree planted by Declarant and non-disturbance buffer plantings as shown in the
subdivision map shall be replaced if they die within three(3)years from the date of the filing of
this Declaration. Declarant has planted Norway Maple, Sugar Maple and Pin Oaks.
12. That the building envelopes for Lots""1","2", "3", and"4"as shown on the subdivision map
are based on the non-conforming setbacks pursuant to Section 100-244 of the Town Code.
13. That the maximum permitted lot coverage for lots 11% 6`21,"3", and"4"are based on the
non-conforming setbacks pursuant to 100-244 of the Town Code.
14. That all utilities shall be located underground.
15. That all driveways for the LOTS on the approved map shall be constructed of pervious
material.
16. That all structures with impervious materials shall control and retain surface water runoff
through the use of gutters,leaders and subsurface drywells.
17. That the landscaping of any of the LOTS on the approved map shall consist of native,
disease-resistant and drought-tolerant plants.
18. That the residential application of synthetic fertilizers and pesticides is prohibited on each
LOT as shown on the approved map.
19. If any section,subsection,paragraph,clause,phrase or provision of these Covenants and
Restrictions shall,by a Court of competent jurisdiction,be adjudged illegal,unlawful,invalid or
held to be unconstitutional,the same shall not affect the validity of these covenants as a whole or
any other part of provision hereof other than the part so adjudged to be illegal,unlawful, invalid,
or unconstitutional.
20. The aforesaid Covenants and Restrictions are intended for the benefit of and shall be
enforceable by the Town of Southold, State of New York;by injunctive relief or by any other
remedy in equity or at law. The failure of said agencies of the Town of Southold to enforce the
same shall not be deemed to affect the validity of this covenant nor to impose any liability
whatsoever upon the Town of Southold or any officer or employee thereof.
21. The within Declaration is made subject to the provisions of all laws required by law or by
their provisions to be incorporated herein and made part hereof, as though fully set forth herein.
22. That the within Declaration shall run with the land and shall be binding upon the
DECLARANT and its successors and/or assigns,and upon persons or entities claiming under
them,and may not be annulled,waived,changed,modified,terminated,revoked,or amended by
subsequent owners of the Property unless and until approved by a majority plus one vote of the
Planning Board of the Town of Southold or its successors,after a public hearing.
IN WITNESS WHEREOF, the DECLARANT above named has executed the foregoing
instrument the day and year first written above.
STERLING HARBOR INC.
By:J1 IT READ �T 7
STATE OF NEW YORK )
)ss:
COUNTY OF SUFFOLK )
On this day of May,2009,before me,the undersigned,personally appeared JOSEPH
READ,personally known to me or proved to me on the basis.of satisfactory evidence to be the
individual whose name is subscribed to the within instrument and acknowledged to me that he
executed the same in his capacity and that by his signature on the instrument,the individual,or
the person upon behalf of which the individual acted,executed the instrument.
otary t 1;5� ►'1 • C 1 N1�
fETsrA PEWIOt�
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Peconic Abstract, Inc.
Title No.: PAC-3894 A
Schedule A Description
ALL that certain plot, piece or parcel of land, situate, lying and being in the
Town of Southold, County of Suffolk and State of New York, bounded and described
as follows:
BEGINNING at a point on the northerly side of Main Bayview Road,where
same is Intersected by the division line between premises herein and land formerly
of Adolph Trapp;
RUNNING THENCE along land and Subdivision Map entitled, "Map of
Seawood Acres, Section Ones, the following two(2)courses and distances:
1) North 26 degrees 50 minutes 00 seconds East, 1200 feet;
2) North 26 degrees,06 minutes 40 seconds East, 137.89 feet to the Subdivision
Map#10583;
THENCE South 63 degrees 53 minutes 20 seconds East, along said Subdivision
Map, 616.42 feet(Deed) (615.42 feet Actual)to Subdivision Map#10069;
THENCE South 22 degrees 07 minutes 10 seconds West, along said
Subdivision Map,438.66 feet;
THENCE North 69 degrees 26 minutes 50 seconds West, 250.00 feet;
THENCE South 30 degrees 36 minutes 10 seconds West, 882.34 feet(Deed)
South 30 degrees 31 minutes 10 seconds West, 882.22 feet(Actual) to the northerly
side of Main Bayview Road;
THENCE North 63 degrees 17 minutes 20 seconds West, along the northerly
side of Main Bayview Road, 344.21 feet to the point or place of BEGINNING.
J
SCDHS Re%# RlO-11-0062 SEPTIC SYSTEM ,
(4 bedrooms) SURVEY OF
SEPTIC SYSTEM MEASUREMENTS 1- 1000 gal. PRECAST SEPTIC TANK PROPERTY
'A' B' 3- 6'0 Leaching Pools. 4' Depth bottoms AT
ST 30.5' 33' to be 3' above ground water
LP#234 4 -with 3' sand (SW) collar BAYVIEW
LP#3 8' 54' • TOWN OF SOUTHOLD
LP#4 42.5 39.5' SUFFOLK COUNT Y,_N.Y.
- - 1000 - 88 - 02 - 15.2
SUFFOLK COUiV {�
Y DEPA n FI;T OF HEALTH SERVICES Ss Scale: 1 = 40
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i,!��CS NOV. 17, 2011 (CER TlfICA TIONS)
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2M3 Dec. 20 2012 (final)
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ROOF RUNOFFtil 90 CEA T IFIED ANOEWA TER rFRi `" C:?-
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HOUSE 2,772 sq.ft. q�/V �S' MARY VANDEWATER
27721 e 1 x 0.17'•= 471 cu.il. fZ-25 DD; FIDELITY NATIONAL TITLE INSURANCE COMPANY
= 11 1/F. 8,4+ �,. 39.32 a O
PROVROVIDEE *3 LPs 8'0 4' deep or equal • L=
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0'40 ' . `' �•�.��T `fir o\ �- �O.s3 �y
I am familiar with the STANDARDS FOR APPROVAL O�
AND CONSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will abide by the conditions set forth /herein and on the I
permit to construct. The locations of wells and cesspools -
shown hereon are from field observations LOT NUMBERS ARE REFERENCED TO "FINA �'tP T -� N.Y.S. LIC. NQ!496IP
ANY ALTERATION OR ADDITION TO Tt#S SURVEY IS A VIOLA and or from data obtained from others. 4gg1a
OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAM! STANDARD SUBDIVISION FOR STERLING HAR
EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS Therefore /heir locations and or existence _ CONIC RVEYORS, P.C.
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY is not guaranteed. PROP CONTOUR LFf11E _�_ r'v 631) 765-5020 FAX
(6311 765-1797
FF SAID MAP OR COPIES BEAR THE AeRESSED SEAL OF THE = M NUMENT P.O. BOX 909
SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS AND CONTOUR LINES ARE f AREA = 4I 1230 TRAVELER STREET //�/
REFERENCED TO AN ASSUMED DATUM ,304 Sq.fl. SOUTHOLD, N.Y. 11971 Q2-1' `"T2_2
1,
TERRENCE MCKEEN
PROPOSED ADDITION AND ALTERATION FOR:
Pb a DESIGNS INC.
35 MIDDLE POND ROAD
SOUTHAMPTON,NY
8�_pll 516-669-1238
r"llh WIFIF Elz ]a X.. ' 1JDENC1 _lATMCKEENDESIGNS@GMAIL.COM
VAN 6..J A L 6-J L 6- h- 6..J 6-
2x6 ON THE FLAT DOUG. FIR FASTENED .i 2x6 ON THE FLAT DOUG. FIR FASTENED-31... _ This drawing is not to be altered,
TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2 TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2
250 STERLING WOODS LANE, SOUTHOLD, NY _
1/2"SCREWS EACH END
1/2"SCREWS EACH END. I � n _ I ! ! "' reused or reproduced without
- --- --
n
written permission from
Terrence McKeen Designs Inc.
GENERAL NOTES: OF DRAWINGS: PLYWOOD EDGES Jig---- -- #8 x 4 1/2"SCREWS 10"O.C.AT ALL
! I ! I
#8x41/2"SCREWS 10"O.C.AT ALL I I �---!I---� ---
PLYWOOD EDGES
COMMENTS:
-----!` - -! p q
OR -_- r-===�I===-I OR - - ! '`t 12/14/2018
1
Contractor shat visit site and verity an conditions and dimensions. Any 10, Clean up: Each trade shag do all cleaning of its own work and all other 22 By entering into contract on the construction, the contractor accepts the A-) TITLE SHEET HDI-L 1/4"DIA.SS303 FLUSH MOUNT HDI-L 1/4' DIA.SS303 FLUSH MOUNT I II 1 11 !
I ! I
I J
discrepancies, omissions, or problems shall be reported to the Engineer trades where such work is soled due to its operation. The General responsibility to be knowledgeable as to the requirements of the governing DROP IN ANCHOR MANU. BY"HILTI W/ �r - 1 DROP IN ANCHOR MANU. BY"HILTI(SEE u ----7 r --moi-- -- ISSUED FOR PERMIT
before submission of bid A submission of bid shag imply his Contractor is responsible for supervision of clean up by his Construction Codes and other federal state and local ordinances also A-2 FOUNDATION / FIRST FLOOR FRAMING / 1/4"CARRIAGE BOLT AND WASHER ii ii r
VERIFY REQUIRED LENGTH OF BOLT IN a NOTE @LEFT)
acceptance of the drawings and existiN) conditions. When submitting subcontractors. The General Contractor Is res onsble to leave the having - r u u
ROOF PLAN I ! 1 ! ! u ! I I !! 1l 1
p vng jtrisdlotion. The requirements of the foregoing codes and ordinances I ! !! !! ! 1 I I ! u II I I 1 11 !! I
bid, each Contractor shag give written notice to the Engineer, of any project in a broom clean cordtior�. shag supplement the requirements shown on the drawings and elsewhere in A-3 CONSTRUCTION / CEILING FRAMING / THREAD D ROD WSNIUTAND WASHER ! r ill ii I 2x6 ON THE FLAT DOUG. FIR FASTENED-):-
his
SPACED 10"O.C.AT ALL PLYWOOD ° t u
materials or apparatus that he believes inadequate or unsuitable, in 11 Contractor is responsible for storage of materials and shag arrange with the specifications and in the event of conflict with the architectural DEMOLITION PLAN I 11 dJ TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2
violation of laws or ordinances and rules or regulations of all Authorities specifications the requirements of the code or ordnance shag prevail unless EDGES 1/2"SCREWS EACH END a ii u
owner for storage of materials so that site is kept orderly and P 11
having jurisdiction, and notice of any necessary items of work omitted. the architectural specification is more stringent. Non familiarity with the A-4 EXTERIOR ELEVATIONS / BUILDING ___=J!____lam__J ° ° ° I
materials are properly protected against damage and theft. P -___i�- .-. _r _-_..! _=JI___��_._
P P SECTIONS / DETAILS ! -rr__-rr----_ ! I -- --- I
If the Contractor falls to give such notice, it shag be assumed that he requirements of governing codes or ordinances wig not be cause for an - -lir - --i �I- ---�r---_1
12. Removal of debris, procurement of dumpster and related work shag be the WINDOW/DOOR #8 x 4 1/2"SCREWS 10"O.C.AT ALL
has Included the cost of all items in his proposal, and he win be held 'extra'. A-5 STRAPPING DETAILS BEYOND
r u I V
responsibility of the General Contractor. Location of dumpster shag be by ° ll_ PLYWOOD EDGES
responsible for the satisfactory functioning and approval of all work h the event of noncompliance, the contractor win be held responsible for all _--!1--_JI--_--__. _ ! L-_=__r_--_
under this Contract without extra compensation
mutual agreement between owner and General Contractor. costs of removal of noncomplying work and replacement with complying work. A-6 STRAPPING SCHEDULES 7/16' MINIMUM PLYWOOD PANEL TO NOT I I n iii ' f- 1 1I ii o F-
' 1 I i II a 11 1 7/16"MINIMUM PLYWOOD PANEL TO NOT I u I!
13. Contractor is to include in his price hookups to all kitchen appliances (sinks, EXCEED A 4'x8'DIMENSION(TYPICAL)
2 All work shag be done in complance with local codes, ordinances, rules 23. Any and all workmen employed on the project are to be either skilled EXCEED A 4'x8'DIMENSION(TYPICAL) !! o
and regulations. Contractor shag be responsible for obtaining Certificate oven, refrigerator, washing machine, etc.) and Pkunibing fixtures as applicable, I 1IL 1
----1 - - JI--- -- -- ---I
holud'ng faucets. (see schedules). craftsmen in their respective trades or work under the continuous direct i I
of Occupancy. SYMBOLS:
14. Contractor is to coordinate and work with cabinet maker in installation of all supervision of such skilled craftsmen so that all work installed shag be to '
3. No work shat be started until plans have been approved by the cabinets. Contractor to supply electric and pkumbing hookups to all cabinets the highest standard free of defects due to workmanship 2x6 L THE FLAT DOUG. FIR FASTENS 2x6 ON THE FLAT DOUG.FIR MEMBER
TO PLYWOOD @ 10"O.C.WITH(6)#8 x 2 UNDER PLYWOOD PANEL FASTEN EACH }
Bolding department and all other agencies having jurisdiction, as required Contractor to wire bolt-ins as required and coordinate wring 24. Ag materials installed by the contractor are, to be suitable for the intended ELEVATION NUMBER 1/2"SCREWS EACH END END OF 2x6 WITH(6)#8 x 21/2"SCREWS WINDOVIV/DOOR
4, Contractor shag fie Certificate of Workmen's Compensation and Disability with electrician and cabinet maker. application SHEET ELEVATION IS DRAWN 10" 10" O.G. EACH END
Certificate with Building Department before starting work -fYP 1011 1011 O C BEYOND
15. Alternates: If the Contractor feels that an alternate material or method 25. If there are any materials called for on the drawings and specifications that h SECTION NUMBER
5. Contractor shag provide protection for existing work Existing flashes would result in a time or cost saving, he shag subrrat specifications and the judgment of the contractor will not yield satisfactory results In the SHEET SECTION 15 DRAWN TYP.
affected are to be patched and matched as before work started. catalogue cuts to the Engineer for his approval before proceeding with any intended application, contractor shag notify the engineer of same prior to / DETAIL NUMBER
Temporary partitions and coverings shag be provided and maintained as substitution. Substitutions must be of Ike quality to item specified and will award of the construction contract, for Engineer decision w-y- SHEET DETAIL 15 DRAWN TYPICAL OPENING PROTECTION FOR TYPICAL OPENING PROTECTION FOR EXTERIOR
necessary to confine and protect work
be slowed only with the approval of Engineer. 26. Any contractor Installing any work shag examine the existing conditions
6. Contractor shag be responsible for adecl uately bracing and protecting ail16. General Contractor to coordinate with owner intercom/telephone installation including any new work already installed in place, prior to commencing his ELEVATION HEIGHT EXTERIOR OPENING OPENINGS LARGER THAN 4 rx8 r W
installation. Commencement of his installation shag be construed to mean a
work during construction against damagi�, breakage, collapse, distortion for exact location of equipment and wring. Wags are not to be closed until acceptance by such contractor of the condition of the substrate as proper SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" O
and misalignment, according to Applicable Codes, Standards and good telephone/'ntercom installation is complete. Contractor to include in base bid and adequate for the Installation of his own work.
Construction Practice. the wring of the intercom system to the bu1ding's intercom panel
SQUARE FOOTAGE: o
7. Only written dimensions and never scaleid dimensions from architectural 1T. General Contractor to coordinate with Owner's audio/visual contractor exact 27. If, in the course of construction, a condition exists which differs from that as C) Z 4
Indicated on the plans, the contractor shag stop all related work and notify a - 0 Z
drawing wig be recognized as valid If there are any missing dimensions locations of all equipment, speakers, wring, antenna wiring and any conduit EXISTING FIRST FLOOR LIVING SPACE: 1,670 S.F.
the engineer. Should he fall to follow these procedures and continue with * PROPOSED FIRST FLOOR LIVING SPACE: 630 S.F. TABLE R301 .2.1 .2 �Pe
contact engineer for dimension prior to proceeding with work. that may be necessary for future installation. Walls and finished floor are
not to be closed until audio/visual installation is complete. the work, he shag assume all responsibility and liability arising therefrom PROPOSED GARAGE: 585 S.F.
8. The AIA General Conditions or most current supplements whether WIND-BORNE DEBRIS PROTECTION FASTENING
attached hereto or not shag form a part of this Contract 18. General Contractor is to include in bid any and all work necessary to raise 28. When 'approved equal', 'equal to', or other general qualifying terms are used COVERED PORCH/DECKS: r^
it shag be based upon the review and approval by the engineer prior to any EXISTING FRONT COVERED PORCH 118 S.F. SCHEDULE FOR WOOD STRUCTURAL PANELS a,b°c,d Q g ° W
existing floor areas to provide flush floor levels at transition of existing to EXISTING REAR DECK 165 S.F.
g, Insurance (Article 27 28 29 Suoolement*) purchase or installation
DECK 801 S.F.
66
'provide' FASTENER SPACING Z
A Unless specifically stated otherwise h the Contract Agreement, each new construction (except where steps are noted an architectural drawings). PROPOSED FRONT ►,.� 3
subcontractor shag He Certificates of in29. The word shag mean to furlsh and instal all materials necessary to Insurance, acceptable to Owner, 19. Discrepancies: complete work h accordance with accepted construction standards and FASTENER TYPE 4 FOOT 6 FOOT �
prior to starting work Contractor shag be responsible for all work of A. Wherever there are discrepancies between the drawings or the drawings manufacturers recommendations. * INCLUDES CONVERTED GARAGE INTO PANEL SPAN
LIVING SPACE <4 FOOT <PANEL SPAN <PiANEL SPAN
every description and distinct y assume and does so assume all risks for and Specifications, the Contractor shag contract for, provide and Instal - <6 FOOT <8 FOOT 1--(
damage or injury from whatever cause to property and persons used or30. Contractor is to supply owner, h writing, a waiver of all lens for himself and Z w
the better quality or greater quantity of material or work caged for ` , 2-y2"#6 WOOD SCREWS 16" 12" 9" Z a/
employed on or in connection with his work, and of all damages or injury Mess otherwise ordered in writing. all suppliers and subcontractors before final payment is requested LOT COVERAGE:
OU
to any persons or property wherever located resulting from any action B. Written dimensions shag govern over scaled dimensions.
or operation under the Contract or h connection with the work, and 31 Ali work shag be in fug accordance with all applicable codes in 2-y2"#8 WOOD SCREWS 16" 16" 12"
undertakes and promises to defend the Owner against all claims on the
20. Omissions: effect for this municipality including but not Imited to: LOT SIZE: 411304 S.F.
A• The Drawings and Specifications are Intended to coordinate. Anything FOR SI: 1 INCH=25.4 mm, 1 FOOT=304.8 mm,1 POUND=0.454 kg,
account of any such damage or injury. Contractor shag carry insurance found on the Drawings and not mentioned in the Specifications, or vice A Residential Code of NYS ALLOWABLE BUILDING COVERAGE 1 MILE PER HOUR=1.609 km/h.
as follows: 20% OF LOT A.THIS TABLE IS BASED ON 130 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT.
versa, or anything not expressly set forth in either,but which is B. National Standard Plumbing Code (•20 x 41,304) 8 261 S.F.
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED A MINIMUM OF 1"
1 Workmen's Compensation as required by Labor awe. reasonably Implied, shag be furnished as though specifically shown and C. National Electric Code - J
Z General Liability with limits of $1000,000 each person and $5,000,000 mentioned In both, without extra charge. D. New York State Energy Code PROPOSED/EXISTING: TOTAL, 31257 S.F. FROM THE EDGE OF THE PANEL.
C. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE THROUGH THE EXTERIOR WALL COVERING AND A MINIMUM OF 1 1/4 INCHES INTO WOOD w
each accident. 21 Guarantee: E ADA/CARO ANSI as applicable
A Except where longer guarantor periods are specifically required in the F. 2015 international Bolding Code WALL FRAMING AND A MINIMUM OF 1 1/4 INCHES INTO CONCRETE BLOCK OR CONCRETE,AND INTO STEEL FRAMING A MINIMUM OF 3 EXPOSED w
THREADS. FASTENERS SHALL BE LOCATED A MINIMUM OF 2 1/2 INCHES FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE.
a Bodily injury Liability with limits of $1,000,000 each p®(son, Specifications, each Contractor shag guaranteet] work performed and D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A
$opert000 each accident. materials used by him under this Contract against defects for a period 32- Physicalldicaed facilities shag conform to sections 1100
Physically hanpp ,
b. Property Damage Liability wit'n lmits of $300,000 each accident Bof one year from date of completion as evidenced by the date of the 1102, and CABO/ANSI A11T.1-2015 and the ADA of
ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS.Io:�ler door
C. Protective Bodily Injury Liability with limits of $1.000,000 each person, final certificate of payment. and d WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 16'(11.1mm)AND A MAXIMUM SPAN OF 8 FEET(2438 mm). PANELS;$3,000,000 each accident. B. Shetld any defects develop in aforementioned work within the guarantee SHALL BE PRECUT �
33. Ag materials, assembles, construction and equipment shag uC ivory TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE � Q
testing /
d Protective Property Damage Liability with knits of $300,000 each period due to faulty material or workmanship,the Contractor shag do, or conform to the regulation of codes noted above and shaft conform required. R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH THIE PROVISIONS OF r-� O ^
APPR VEDAS NOTED THE BUILDING CODE OF NEW YORK STATE. PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING'WINDOWS. rT 1 O ^
accident.
cause to be done, necessary repairs or corrective work without extra to general accepted standards.
3- Owner's Protective Liability, naming Owner as additional insured with Bodily Injury cost to the Owner. The entre cost to be borne by the Contractor. The 34. Flame spread classification of finishes shag conform to Section DATE:
Liability Limits an; Property Damage Liability Limit as stated h 2. sub required repairs and corrective work shag be commenced with five (5) R319 of the Residential Code of NYS B P'#
items days after written notice to Contractor by the Owner. If this work has FEE: Jr r BY: �+
(c) and (d), not been commenced with 5 days, the Owner shag have the right to ENERGY STAR REQUIREMENTS: NOTIFY 13ULDING DEPARTMENT AT
employ his own corrective measures and backcharge General Contractor. HOUSE TO BE IN COMPLIANCE WITH THE 2015 IRC �65-1802 8 Ali TO 4 PM FOR TIHE � O
1• � OLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED ELECTRICAL
FOR POURSp CONCRETE INSPECTION REQUIRED �
2. ROUGH - FRAMING & PLUMBN. INSPECTION
REScheck Software Version 4.6.4
3. INSULATION
2gq.54' 563° 10' 0011E 4. FINAL - CONSTRUCTION MUST Compliance Certificate H N
I-- --- - ------ --- - - - ---
7
BE COMPLETE FOR C.O.
H
ALL CONSTRUCTION SHA'.L MEET THE U
w
REQUIREMENTS OFTHE G;±DESOF ti^W Project Vandewater Residence 0
N
3 YORK STATE. NOT RESP �JSIBLE R
---- - - - - - - - - - o DESIGN OR CONSTRUCTION ERRI IHS. Energy Code: 2015 IECC
Q,' I
IN
Location: Southold, New York
65'-616' j I ro TRUSS(aACAP®e',!G DEQ"JIBED Construction Type: Single-family
/ 1b Project Type: Addition
PROJECT NUMBER:
in Climate Zone: 4 (5572 HDD)
LL,
I HATCH INDICATES AREA OF I I NEW YORK STATE & OWN CODES COMPLY WITH ALL CODES OF Permit Date: 218-12
pl�l I / / NEW ADDITION I Permit Number: DATE:
H NEW DECK I I AS REQUIRED AND CONDITIONS OF �t Construction Site: Owner/Agent: Designer/Contractor:
C)i All exterior lighting 250 Sterling Woods Lane Tom Reilly Terrence McKeen Designs Inc. 11-26-18
g ) �^ Southold,NY Reilly+Tarantino engineering 35 Middle Pond Road
I 8� � Installed replaced or 4 Bezel Lane Southampton,NY 11968 DRAWN BY:
C4 I I • Smithtown,NY (516)669-1238
zi� I I Air ARD repaired shall conform 631-724-7888 tmckeendesigns@gmail.com TMM
I I o S H EES to Chapter 172 SCALE:
m i of the TovmCode AS SHOWN
Compliance: 7.2%Better Than Code Maximum UA: 139 Your UA: 129 - Maximum SHGC0.40 Your SHGQ 0.26
The q Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules.
v I I EXISTING TWO STORY I g It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
� DWELLING
$g I I I Envelope Assemblies
OCCUPANCY OR Fire .�� anion
- - - -- - - - - - - - - - - - - - - - - - -- --- -- -- - � USE IS UNLAW requireda� er _. ._..r._.. .a_. ... .._. .._ .,._..._.. .,_. . �t'.... ..._ _W-.. . ; 0� ,
A' nils
II I FU LP Ceiling 1:Flat Ceiling or Scissor Truss 630 30.0 0.0 0.035 22
W N I WITHOUT CERTIFICATE NYS Code Wall 1:Wood Frame,16"o.c. 810 21.0 0.0 0.057 38
Window 1:Wood Frame:Double Pane with Low-E 110 0.320 35
_ _ _ OF 0 SHGC:0.28
-� OCCUPANCY Door 1:Glass 40 0.320 13
I-- --- 28
280.47' - - - - -_---- N63° 10' 00"W - --- 00i-He 2:All-Wood joistfrruss:Over Outside Air 630 30.0 0.0 0.033 21
CJI Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in
REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist,
r
to
Name-Title Signature Date DRAWING TITLE:
RETAIN STORM WATFr, RUt!01FF
TITLE SWEET
PUPSUA,NT TO Ci-=r ;P i ER 236
OF THE TO\,,VN CGDE..
MAIN BAYVIEW ROAD
Project Title:Vandewater Residence Report date: 12/13/18
Data filename:C:\Work-Cad\RESIDENTIAL\2018\2018-12 Vandewater\Untitled.rck Pagel of 1 !�
T F L
SCALE: 1"- 20'
DRAWING NUMBER:
TERRENCE MCKEEN
DESIGNS INC.
35 MIDDLE POND ROAD
SOUTHAMPTON,NY
516-669-1238
TMCKEENDE S I GNS @GMAIL.C OM
This drawing is not to be altered,
reused or reproduced without
written permission from
Terrence McKeen Designs Inc.
COMMENTS:
12/14/2018
ISSUED FOR PERMIT
FOUNDATION NOTES : CRAWL SPACE VENTILATION :
I. CONCRETE TO HAVE A MINIMUM THE MINIMUM NET AREA OF VENTILATION
COMPRESSIVE STRENGTH OF Fc= 31500 PSI OPENINGS SMALL BE NOT LEES THAN 1 SF FOR
t�+� �xA @ 28 DAYS EACH 150 SF OF UNDER-FLOOR SPACE AREA — — — — —
2. ALL FOOTINGS TO BEAR ON VIRGIN SOIL AREA 'A' 471 SF.
�L WITH A BEARING CAPACITY OF 1 TON PER 471 SF./ 150 SF. = 3.14 (4 VENTS REQUIRED) 1 — — — — — — — — — — — — — — — — — — — — — — — —
SQUARE FOOT AND TO BE FIELD VERIFIED I- — —— — — — — — — — —
NOTE: BY A SOIL ENGINEER. IF SOIL DOES NOT AREA 'B' 97 SF.
R905.8.3 UNDERLAYMENT SHALL COMPLY WITH ASTM
F� MEET DESIGN CAPACITY CONTRACTOR IS q7 SF./ 150 SF. _ .65 (1 VENTS REQUIRED) i 1
D 226, TYPE I OR ASTM D 4869, TYPE 1 * 11. 1 71rG NOT TO PROCEED AND IS TO NOTIFY
R905.8.3.1 AN 110E BARRIER THAT CONSISTS OF AT ENGINEER IMMEDIATELY. I I
LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED
TOGETHER OR A SELF ADHERING POLYMER MODIFIED �` 3. FOUNDATION WALLS TO BE HELD A MINIMUM
BITUMEN SHEET SHALL BE USED IN PLACE OF + 8" ABOVE GRADE.
NORMAL UNDERLAYMENT AND EXTEND FOR THE
LOWEST EDGES OF ALL ROOF SURFACES TO A POINT �Q 4. ALL FOOTINGS TO BE A MINIMUM 3'-0"
AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF BELOW GRADE. 1 -i
THE STRUCTURE rL I I BASEMENT u O `0
5. ALL STEEL REINFORCEMENT BARS SHALL 1 � � o
-J BE GRADE'. 60 I I EXISTING > v
WALL LEGEND•
6. NO WOOD IS TO COME IN CONTACT WITH > 00
�.
CONCRETE.. GOAT INTERIOR LEDGE WITH A I I �` O z = O° z
HATCH INDICATES AREA OF RIDGE BE SPRAY ON BITUMINOUS MEMBRANE OR LEAD =_ Q 4
VIF COATED COPPER FLASHING. I d ¢ ^
FRAME OVER ( ) ( z
HATCH DENOTES LOAD 7. PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT
BEARING WALL 23 O.C. (-TYPICAL) I I x w ~ < 3
P.
B PROVIDE 5/8" DIAMETER ANCHOR BOLTS AT B I
"'
8 -0O.C. AT INTERIOR LEDGE
COPPER PAN1 I z
WATCH INDICATES STANDING SEAM A-4 A-4 I
I I H l
- 25'-0" 10'-0" I I H
8" 23'-8" 8" 5'-0" 5'-0" ( V Con
OZ
U
I— — — — — — — — — — — — — — — — — — — — — — - - - - - — —
i
-------------------------------- 1
I ----------------------------- I � . I F - - - - - - - - - - - - - - - - - - - - - - - - �
�-
I I PROVIDE 5/8" DIAMETER ( L— m ; IL Itall_ � w
ANCHOR BOLT AT CORNERS I -� N — >
+ I I (TYPICAL) FOUNDATION WALL TO BE 8" P.C. - �
@ .P�;P I I KEYED INTO A CONTINUOUS 20"x10" I ———— _ = I 30" ACCESS PANEL I 1 30" ACCESS
o \ ��„16 I I P.G. FOOTING REINFORCED WITH f -- 1 CRAWL SPACE I PANEL W W
Q w� a = +U p I I (3)#5 BOTTOM CONTINUOUS = rT i z
A +�ryp� co �'P A I I �/ I I " N ( I 2" CONCRETE SLAB REINFORCED r I A J
C'q `9 I U N E/�CAVAT E D I I OVER 6x MM VAPOR BARRIER I A-4 `/ C%
O I I 4 CONCRETE SLAB REINFORCED - t�= I OVER 6" POURS FILL ON TOP LL
= I Q
.j 1 1 3/4'x9 1/4" LVL v= I WITH 6x6-W4.0xW4.0 W.W.M. ( I co .0 c4 Z
I OVER 6 MM VAPOR BARRIER I I o- x �� x !I O ^
> IDG O RD .o - o - 1 OF WELL COMPACTED SOIL. `-
2x8 RR (a x �� N I PROVIDE 1/2 EXPANSION JOINT N — — — — — —
2x8 RR I OVER 6 POURS FILL ON TOP @, I Q
AT 16" O.C. Q AT 16" O.G. U Q I OF WELL COMPACTED SOIL. I I 1 @ PERIMETER
O (Y O +U NILL i I PROVIDE 1/2" EXPANSION JOINT I I BEAM POCKET I pE M POCK T O
,c•`�+I a - N C° ¢ l7 - - I @ PERIMETER I ( n n
�.O co `� P4 J� z > o a0 I I I 1 3/4 x7 1/4 LVL(� 1 3/4" /4" LV 3/4"x7 I/ " LVL (- _ ►x
N, Q 9� 9 N 4 0 }_ `, N I I I 1 �IRDER DROPPED IRDER DROPPED IR I ER ZDRO
m F�
LF,� ry�� I 6-111171-011
d�1z
v I _Ix 1 > W
EX►ST. I 0. PROVIDE 2x6 GGA LEDGER — — — N I -1
6:12 I I WITH (2) 3/8" DIA. LAG VF�NT - I I LNEW 3 1/2„ DIA. STL. COL. 1 1
E 6:12 +/- 6:12 +/ I I N I iv ON A 30"x30"x12" P.C. C/I
PITCH PITCH I ' I BOLTS PER STUD 0 v - o I I FOOTING REINFORCED WITH O
2x C.T. ( I < N I o -� I ( (3)#5 BOTTOM EACH WAY 1 I o H N
AT 1 ' O.C. EXIST. 2x8 RR. ,i ( ( I U I I (TYP.) r 1 1 m E~
AT 16 O.G. VIF ( ( U
SIMPSON HANGER I I x �' I w I I + +
14 DROP TOP OF FOUNDATION I I 3 RgqER xI1A o I > I �I�- a
EXIST. 2x6 G.T. I TO UNDERSIDE OF SLAB I I ( R019PED) i SIMPSON HANGER z
AT 1 " O.G. I I A-4 -- ------------� I �_L
— - -- - -
PRO
J � ( 1F) I / f - - I - - - - - - I PROJECT NUMBER:
-
-- - _ - - -- -
L - - - — � i 201812
x —_--------- J PROVIDE 5/8” DIAMETER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DATE:
ANCHOR BOLT AT CORNER L 11-26-18
B (TYPICAL) B
8" 11 1/2" q'-3" 11 1/2' 8" 1'-7 1/2" q'-3" 11 1/2" g" A-4 DRAWN BY:
TMM
12'-6" 12'-6" 5'-0" 5'-0"
SCALE:
25'-0" 10'-0" 22'-2" AS SHOWN
ROOF PLAN FPLAN ®i �p
SCALE: 1/4"=1'-0" SCALE: 1/4"'=1'-0"
® 7 ,
DRAWING TITLE:
FOUNDATION
AND ROOF PLAN
2
DRAWING NUMBER:
TERRENCE MCKEEN
DEMOLITION NOTES: GENERAL NOTES: HEADER SCHEDULE: DESIGNS INC.
INDICATES DOOR
35 MIDDLE POND ROAD
TO BE REMOVED, I. CONTRACTOR NOTE: BIDDERS, BEFORE SUBMITTING PROPOSALS, SWALL VISIT AND CAREFULLY EXAMINE THE AREA I. SOIL BEARING PRESSURE SMALL MEET A SOUTHAMPTON,NY
TYP. AFFECTED BY THIS WORK TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL MINIMUM OF 1 TSF. CONTRACTOR SHALL ALL WOOD FRAMING, INCLUDING JOISTS,BEAMS, 516-669-1238
ATTEND THE EXECUTION OF THIS WORK. SUBMISSIONS OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH VERIFY. ENGINEER SHALL BE NOTIFIED OF POST, STUDS, ETC. TO BE DOUGLAS FIR-LARCH TMCKEENDESIGNS@GMAIL.COM
EXAMINATION HAS BEEN MADE IN AN ATTEMPT TO OBSERVE DIFFICULTIES THAT WOULD BE ENCOUNTERED ONLY IF SUCH AN ACTUAL SOIL BORING PRESSURE PRIOR TO #2 OR BETTER, MODULUS OF ELASTICITY "E"
/ EXAMINATION HAD BEEN MADE. FOUNDATION CONSTRUCTION. IF SAID SOIL
DOES NOT MEET OR EXCEED THE DESIGN 1,600,000 WITH A MIN. Fb = 1350 psi (2x4), Fb = This drawing is not to be altered,
2. THE ENGINEER AND/OR HIS CONSULTANTS A55UME NO RESPONSIBILITY FOR THE MEANS BY WHICH THE DEMOLITION IS ASSUMPTION, FOUNDATION CONSTRUCTION 1170 psi (2x(o), Fb = 1080 psi (2x8), Fb - 990 psi reused or reproduced without
PERFORMED. THE CONTRACTOR AND HIS SUBCONTRACTORS SHALL REMOVE AND/OR PERFORM THE ITEMS NOTED AS SUCH SHALL BE TERMINATED AND THE ENGINEER (2x10), Fb - 0100 psi (2x12) written permission from
ON THIS SHEET IN A PROFESSIONAL MANNER IN ACCORDANCE WITH 'GOOD GENERAL PRACTICES'. SHOULD ANY STRUCTURAL NOTIFIED IMMEDIATELY FOR ADAPTATION TO Terrence McKeen Designs Inc.
DAMAGE OCCUR WHILE INSTITUTING DEMOLITION PROCEDURES, THE CONTRACTOR IS TO TEMPORARILY STABILIZE THE THE CONDITIONS ENCOUNTERED. NOMINAL LUMBER SIZE: SPANS=
STRUCTURE TO A 'SAFE' CONDITION AND TO NOTIFY THE ARCHITECT AND/OR ENGINEER IMMEDIATELY FOR RECTIFICATION.
PROVIDE ALL TEMPORARY SHORING REQUIRED TO INSURE THE STABILITY OF THE BUILDING THROUGHOUT CONSTRUCTION. (3) 2x6 UP TO 4'-0" COMMENTS:
3. REFER TO MECHANICAL, PLUMBING, ELECTRICAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL SELECTIVE DEMOLITION WITH FRAMING NOTES: (3) 2x8 4'-0" TO 6'-0" 12/14/2018
REGARDS TO THE RESPECTIVE TRADES. DEMOLITION CONTRACTOR TO FAMILIARIZE HIM/HER SELF WITH THE ENTIRE 1. ALL EXTERIOR WALLS TO BE 2x6 FRAMING ISSUED FOR PERMIT
\\ CONSTRUCTION DRAWING PACKAGE, AND MAKE PROVISIONS FOR THE NEW WORK TO BE COMPLETED AS DESCRIBED IN THE AT 16" O.G. WITH PLATE HEIGHT OF q'-0", (3) 2x10 6'-O" TO 8'-0"
DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY SHOULD THERE UNLESS NOTED OTHERWISE.
BE ANY PROBLEMS OR DISCREPANCIES FROM WHAT EXISTS IN THE FIELD TO WHAT IS INDICATED ON THE DRAWINGS. 2. SPREAD JOISTS TO ALLOW FOR PIPE (3) 2x12 B'-0" TO 10'-0"
—t— INDICATES
CLEARANCE BENEATH PARALLEL WALLS.4. CONTRACTOR SHALL MEET WITH OWNER TO COORDINATE ALL WORK, SCHEDULING, ETC. AND TO SEE IF ANY EXISTING ITEMS 3. PROVIDE SOLID BLOCKING UNDER ALLPOSTS SHALL BE 6x6 (NOMINAL)
L____ DOORILI SHALL BE SAVED AND IF NECESSARY REMOVED CAREFULLY AND GIVEN TO OWNER. POSTS WITHIN THE FLOOR SYSTEM PRIOR
\\ TO BE REMOVED, TO LOADING OF UPPER LEVELS. * NOTE: ALL SIZES CALLED OUT ON ANY OF THE
TYP. 5. MAINTAIN ALL EXISTING REQUIRED BUILDING SHAFTS AND FIRE RATED WALLS WITH SAME FIRE RATING AS BEFORE. 4. PROVIDE 2"x10" GGA RIM JOISTS FOLLOWING DRAWINGS WILL SUPERSEDE THIS
h-
REMOVE EXISTING 6, CONTRACTOR SHALL TAKE ALL PRECAUTIONS DURING DEMOLITION WORK SO AS NOT TO CAUSE ANY DAMAGE TO EXISTING AROUND ENTIRE PERIMETER SCHEDULE.
INDICATES DOOR STAIRS WORK TO REMAIN.
TO BE II REMOVED, TIMBER NOTES:TYP. 7. BEFORE ANY REMOVAL WORK IS STARTED, ELECTRICAL CONTRACTOR SHALL VERIFY THAT SERVICE HAS BEEN GUT TO
STRUCTURAL LEGEND:
II THAT AREA EXCEPT AS NOTED BELOW. I. MEMBERS LISTED AS "FLUSH" SHALL BE SET
II
B. THE CONTRACTOR IS REQUIRED TO PROVIDE ALL SHORING AND BRACING REQUIRED DURING TWE REMOVAL OF EXISTING EVEN WITH THE TOP OF THE SURROUNDING INDICATES 4"x6" WOOD POST,UNLESS
II STRUCTURAL MEMBERS AND INSTALLATION OF NEW STRUCTURAL FRAMING. FRAMING OR AS OTHERWISE INDICATED ON NOTED OTHERWISE
DRAWINGS.
INDICATES GARAGE 9. ALL DEMOLISHED MATERIALS AND DEBRIS SHALL BE LEGALLY DISPOSED OF AND REMOVED FROM THE SITE BY THE 2. ALL TIMBER SHALL CONFORM TO AITG ® INDICATES 4"x6" WOOD POST FROM
STRUCTURAL SELECT. ABOVE, UNLESS NOTED OTHERWISE
STANDARDS
_.-,—INDICATES
DOOR TO BE CONTRACTOR. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM BUILDING AND SITE AT THE END OF EACH DAY. ,
REMOVED, TYP. ACCUMULATION OF RUBBISH SHALL NOT BE PERMITTED. B. ALL POSTS AT 2x4 WALLS SHALL BE A INDICATES 6"x6" WOOD POST,UNLESS
II 10. AT NO TIME SHOULD THE CONTRACTOR ALLOW THE DEMOLITION WORK OR STORAGE OF DEBRIS TO CAUSE INTERFERENCE MINIMUM 2x4 STUDS. NOTED OTWERWISE
WITH ANY REQUIRED MEANS OF EGRESS OR CAUSE A HAZARDOUS CONDITION. 4• ALL POSTSS ATT 2x6 WALLS SHALL BE ® INDICATES 6"x6" WOOD POST FROM
INDICATES WALL MINIMUM OF (3) 2x6 STUDS.
TO BE REMOVED, ABOVE, UNLESS NOTED OTHERWISE
TYP. 11. MAINTAIN AT ALL TIMES TWE EMERGENCY LIGHTING THROUGHOUT THE BUILDING DURING DEMOLITION WORK, AS WELL AS 5• PROVIDE SOLID BRIDGING AT ALL FLOOR INDICATES 4"x4"xl/4" STL. '
RECONSTRUCTION WORK. PROVIDE ALL NECESSARY TEMPORARY LIGHTING, PARTITIONS AND DUST COVERS. JOISTS WITH SPANS MORE ® w
II6. THAN 8'-O" AT 8'-0" O.C. TUBE COLUMN, UNO.
12. CUT, CAP AND FLUSH ALL ABANDONED STUBS, AND PROVIDE REQUIRED PATCHING. PROVIDE ABANDONED OUTLETS WITH PROVIDE DOUBLE FLOOR JOIST UNDER
II GARAGE BLANK COVER. cv
__---INDICATES DOOR TO BE PARALLEL PARTITIONS. WALL LEGEND:
REMOVED, TYP. 7O
13. PROVIDE BOX AND SPLICE WIRES WHERE IT IS REQUIRED TO MAINTAIN CONTINUITY OF CIRCUITS OR REMOVE WIRING AND . PROVIDE PLYWOOD STIFFENERS AT ALL
I)
SPLICE WIRE AT NEAREST ACTIVE BOX FROM OUTLETS WHICH HAVE BEEN TERMINATED. RIDGES.
II 5. SEE NOTES ON SHEET 516 FOR MORE WALL BELOW [—+ P, zoo
II 14. INCLUDE IN BID ALL DEMOLITION WORK AS REQUIRED TO COMPLETE ALL NEW WORK AS DELINEATED BY ARCHITECTURAL INFORMATION.
II AND ENGINEERING DRAWINGS WHETHER SHOWN ON DRAWINGS OR NOT. BEARING WALL
II 15, PROVIDE ALL REQUIRED PATCHING OF WALLS, CEILINGS AND FLOORS AS REQUIRED TO ACHIEVE NEW FINISHES SHOWN ON CHANGE IN PLATE HEIGHT � a � t
II CONSTRUCTION DRAWINGS.
EXISTING Q
WINDOW + 3
NOTES: ¢
EXISTING
ALL WALLS TO BE 2x6 @ 16" O.G. CONSTRUCTION, WINDOW
UNLESS NOTED OTHERWISE. t•--1
ALL AREAS WITHIN ONE MILE OF COASTLINE AND 0 �
FIRST FLOOR DEMOLITION LAN EAST OF RIVERHARE REQUIRED TO HAVE WIND z0 O
BORN DEBRIS PROTECTION AS DETAILED ON SWEET N z U
�
- SCALE: I/4"= 1'-0" Al (3012.1.1) j 3
9 DENOTES WARDWIRED SMOKE * CARBON
DET MONOXIDE DETECTORS AS PER SECTION R313
NALL LEGEND: OF NYS RES. CODE, TYP.
EXISTING WALL TO BE REMOVED ________ NALL LEGEND: SITTING AREA
EXISTING WALL TO REMAIN
DENOTES EXISTING EXISTING
FRAMED WALL
DENOTES 2x6 ox �•{� z
=
FRAMED WALL H() U
0
z WATCH DENOTES z
N 2x4 FRAMED WALL w 3
"' I � O Q
35'-0° LAUNDRY
B (
-0" K I TC14 L
N
A-4 251-011 A-4 10 STING n
1�1
EXISTING
q -O" T.O.P. 12'-6" 12'-6" 5'-0" 5'-0" W
EXIST. (VIF) I O
DI CA
(3)2x12 HDR. TW24 10 3W _= W O
-- - - 9'-0'I N I CLOSET, Q CLOSET N
q'-0" 1 T.O.P. C NO I I - ck " I " RAS ---- SHELFS U
T.O.P. ( (3)2x6 WDR. NEW CA GARAGE cv —[TT-W24310 2x6° (2) 32" SLIDING O
TW 4310 FWW3168 BARN DOORS
Q Q N 24'-SOI 1/2" 10 1/2" 6'-1 /2" 4'-0" +/- 11'-7" a
II I +/- 21'-B 1/2" PROJECT NUMBER:
A I
�x 1 �x I A
INSTALL 5/8" TYPE "X"
N _ I I FIRE RATED GYPSUM 3X6° A
A-4 1 m U M I I BOARD ON WALLS A-4 2018-12
U O CEILING ADJOINING LIVING - DATE:
2x6 CJ 2x6 CJ - I I o NEW ROOM
_ AT 16" O.G. I AT 16' O.C. x � SPACE ! WOOD FLOORING TO 11-26-18
1 Jjl N I- r I I MATCH EXISTING LIVING ROOM
42" INSULATED METAL FIRE RENOVATED DRAWN BY:
p
ATTIC ^ - m I ATTIC I I I DOOR (MIN. "C" LABEL) WITH WOOD FLOORING TO ._ TMM
z ( AGESS Ma EXISTING 2x10 RR p p (AGCESSI I I SELF CLOSER, MATCH EXISTING SCALE:
N I PANEL vlut AT 16' O.G. (VIE) -- PANEL I I r
M l `�o n 3 I I I I AS SHOWN
rn D --8--------8-- �- L_ _ J I I \
1 1� (3)2x6 HDR. 0 2
1 I I 3FWH 168 n + ®`IF
�� DBLE. CEILING I 9'-0�� I I I I m 3 3
q -0 T.O.P. - I I -
JOISTS E v
T.O.P. ( of I I 6" 'TREX' ECKING o�
X I I I o COLOR TO BE vCNI
T SELECTED' BY OWNER N
� I I I co 3 3
9'-0" T.O.P. In
II
EXIST. (VIF)
' (3)2x12 WOR. EXIST( G DR. q 0 x01 O OVERHEAD DOOR DRAWING TITLE:
q
-oil _ EXISTING
•• 01'10"x9'0" OV RWEAD DOOR I WINDOW
(3)2x12 HDR. T.O.P.
EXISTING WINDOW CONSTRUCTION,
B I B DEMOLITION AND
6'-3" 6'-3" 5'-0" A-4 5'-O"
CEILING FRAMING
PLAN
12'-6" 12'-6" 10'-0"
CE I L I TIIIII1C FRAMING FLAN 35'-0" +/_22'-2"
SCALE: 1/4"=1'-0"
F I RST FLOOR FLAN
SCALE: 114"- 1'-0"
DRAWING NUMBER:
TERRENCE MCKEEN
DESIGNS INC.
EXISTING CHIMNEY 35 MIDDLE POND ROAD
O. RIDGE
CEDAR VENT ICYNENE SPRAY FOAM INSULATION TO MEET SOUTHAMPTON,NY
E 516
- ELEV. 15'-q i/4" - - - - - � - - - - - - - - - - - - - - - - - - - - - - -
12 12
6 +/- 'MATCH
+/- -669-1238
12 12 H.E.R.S. RATING IF REQUIRED TMCKEENDESIGNS�u>GMAIL.COM
MATCH MATCH PROVIDE CONTINUOUS RIDGE—\ +/- 6 30 YR. ARCHITECTURAL ASPHALT SHINGLES
EXIST. EXIST. VENT EXIST. EXIST.
ICE BARRIER AS PER NYS CODE Rg05.8.3
AND 805.8.3.1 This drawing is not to be altered,
30 YRS ARCHITECTURAL 15# FELT PAPER reused or reproduced without
ASPHAL ROOF SHINGLES, 5/8" CDX PLYWOOD SHEATHING written permission from
TYP. ROOF RAFTERS (SEE STRUCTURAL PLANS) Terrence McKeen Designs Inc.
COLLAR TIES (SEE STRUCTURAL PLANS)
CEILING JOISTS (SEE STRUCTURAL PLANS) COMMENTS:
T.C. WALL PLATE — — — — — — — — — — — — — - —
ELEV. q-0°
12/14/2018
5/4"x8" 'AZEK' FASCIA, COLOR
TO BE DETERMINED BY ISSUED FOR PERMIT
cr —
T. O. WINDOW —
�
OWNER
ELEV. 6'-8 3/4"
GUTTDID
ERS AND LEADERS TO MATCH
pP DIP DP EXIST. EXIST. EXIST. EXISTING
n 5/4"x4" 'AZEK' CASING, COLOR 40 40 40
co TO MATCH EXISTING OPTIONAL DRAIN BASKETj N\7/ 5,
5NW/ .1
`9 CEDAR PERFECTION SIDING 5 1/2" 'T*G' BEAD BOARD SOFFIT
TO THE WEATHER
15T SU5 FLOOR
/A\ 7A 7A VENTING MESH PAINTED BLACK
— - - - - - - - - - STAPLE TO RAFTER TAILS
_
- - ELEV. Oro - - - - _ - - - - -
N
5/4"x8" 'AZEK' FREIZE BOARD
6" 'TREX' DECKING STEPS,
COTTAGE STYLE GARAGE DOOR COLOR TO MATCH EXISTING "PERFECTION" CEDAR
SHINGLES 5 1/2" TO THE
FRONT ELEVATION EAV I = D ETA I L WEATHER
SCALE: I/4 1 0 SCALE: 1"=1'-0"
* ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A
MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT
O � o
Az
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CEDAR VENT
- - - - - - - - - - - - - C Ocy c
12 12 _ o W
30 YRS ARCHITECTURAL 12 6 +/- MATCH MATCH v� ~ V 3
� PROVIDE CONTINUOUS 30 YRS ARCHITECTURAL +'
12 111 11 Jill 11 11 11 1TYPAL ROOF SHINGLES, EXIST. RIDGE VENT EXIST. EXIST. ASPHAL ROOF SHINGLES, Z 3
TYP.
• 6 +/- ,
EXIST. �� " 'AZEK'
/4 x8FASCIA BD.., ►--�
COLOR TO MATCH EXISTING
/4"x8" 'AZEK' FASCIA BD., „ „ , , �
z
/4 x8 AZEK FRIEZE BD.,, U
_._T.
—COLORD-MATL1-L EXITING— COLOR TO MATCH EXISTINIG
/4"x8" 'AZEK' FRIEZE BD.,
_ OLOR TO_MATCH EXISTING -
EXIST, EXIST, Ste— - - - - - -
UMINUM GLAD WINDOWS t
DOORS BY "ANDERSEN" WITH ALUMINUM CLAD WINDOWS
EXIST EXIST. DP I DP I DP - SIMULATED DIVIDED LITES TO DOORS BY "ANDERSEN" WITH
40 40 40 MATCH EXISTING p D0 D40 DO DO DO SIMULATED MATCH EXISTING
ED LITES, TO ^ w
5/4"x4" 'AZEK' CASING, COLOR
TO MATCH EXISTING 5/4"x4" 'AZEK' CASING, COLOR
TO MATCH EXISTING
CEDAR PERFECTION SIDING 5 I/2
�� U
_ _ _ _ - _ _ _ _ - _ - _ - 9 T�-1E=IF°.�lap= _ _ _ _ _ __ _ __ _ - - _ __ - CEDAR PERFECTION SIDING; 5 1/2"
— - - - - - - -
Q
6" 'TREX' DECKING STEPS, O
COLOR TO MATCH EXISTING
LEFT ELEVATQ
REAR ELEVATION0F-
SCALE: 1/4"=1'-0" SCALE: 114"=V-011 I`—"1
0
/ w
* ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A * ALL EXTERIOR WINDOWS AND DOORS ARE TO MEET A �
MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT MINIMUM DESIGN PRESSURE AS NOTED ON EACH UNIT W
O
N
SECTION NOTES:
H
U
ROOF CONSTRUCTION:
30 YR. ARCHITECTURAL ASPALT SHINGLES O
ICE BARRIER AS PER NYS CODE R805.8.3 AND
LVL RIDGE 805.8.3.1 a'
_ _ _ _ _ _ _ _ _ _ _ - _ _ T. O. RIDGE _ 15# FELT PAPER
6 +/-
--+/2"12 12 ELEV. 15'-9 1/4" - - -c-D"L-Y-WSOD-SHEATHING - - - PROJECT NUMBER:
12 12 r 6 T L AR TIES (SEE
RAFTEREE STRUCTURAL ST STRUCTURAL PLANS) 2018-12
- 6 +/-• �6 +/- MATCH MATCH CO
EXIST. EXIST. 2x R.R. 16" O.C. 2x R.R. 16" O.G. EXIST. EXIST. CEILING JOISTS (SEE STRUCTURAL PLANS)
EXISTING R.R� x . ' 2x R.R. 16" O.G. LVL RIDGE 2x R.R. 16" O.C. 5/8" GYPSUM BOARD INTERIOR FINISH DATE:
16" O.C. (VIF) 00,01 16" O.G. (VIF) s PROVIDE CONTINUOUS VENTILATION FROM SOFFITS
YOu 12 12 (0 11-26-18
00 EXISTING R.R. 6 +/- r MATCH
MATCH INTO ROOF SHINGLE CAVITY Dom, BY:
s 16 O.G. (VIF) L L DG t
V
�� (VIF) 2x R.R. 16" O.C• EXIST. 16 D.G. EXIST. EXTERIOR WALL:
"PERFECTIONS" CEDAR SIDING TMM
_ II 5 1/2" TO THE WEATHER
EXIST. 2x G.J. 16 O.G.
` � _ T.O. WALL PLATE � SCALE:
1/2 GDX PLYWOOD SHEATHING AS SHOWN
EXIST :.J 2x G.J. 16" O.G. a ELEV. 9-0" - - - - - - - - -15 IFELT_J'APFR_ _ - - - -
16 O. F_(V - m NEW LVL BEA �vq 2x6 WALL STUDS @ 16" O.G.
T. O, WINDOW _ - _ 5/8" GYPSUM BOARD INTERIOR FINISH
L /I I� EXIST, r ELEV. 6'-8 3/4" EXIST,— STS,— SILL CONSTRUCTION
ER = V I V = 2 2x6
o RE OVATED p t� tit ( ) PT MUDSILL
74
I\ 4„ E I I U D R OI I o COPPER TERMITE SHIELD �� �
NEW SILL SEAL INSULATION
EW o I x6-W xW4. W.M. m 5/8" ANCHOR BOLTS, 23" D.C. Ih
E MM P RRI
`A (MAX. 1'-0" FROM CORNERS
EL A T D \9 NO LESS THAN TWO (2) PER SILL)
EXIST. 2x F.J. OMOID 2" X NSI OI T � �
®a
16' O.G. VIF NEW D.J.
2x GGA JOISTS 8" POURED CONCRETE FOUNDATION WALL UNO.
/A\(VIF) - _ - - - P RI -R 1ST SUB FLOOR - - NEW 2x FLOOR FOUNDATION: 'I n /
-/A\
i_ it - - _ _ _ KEYED--SM A()�42C F.O irzEr)e NCRET-E FCOM:NG--- _
' - ELEV. 0 D _ - - _ _ _ REINFORCED WITH (CONTINUOUS #5 BARS
DAM
Z
POURED OCONCRETE SLAB OVER VAPOR BARRIER,
NEW 2x FLOOR NES!-2srFLOOR
NEW 2x CGA CRUSHED STONE DRAWING TITLE:
JOISTS JOISTS m� GIRDER m� EXTERIOR
• • J NOTE: ELEVATIONS,
W 5� � lV r/� .��� R805.8.3 UNDERLAYMENT SHALL COMPLY WITH SECTIONS AND
2 CONCRETE SLAB REINFORCED ASTM D 226 TYPE 1 OR ASTM D 4868, TYPE 1 4 11.
v�« WITH 6x6-W4.0xW4.0 W.W.M. S ECT I ON B B LEAST
AN ICE BARRIER THAT CONSISTS OF AT DETAILS
LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED
SECTION A - A OVER 6 MM VAPOR BARRIER SCALE: 1/4"=1'-0" TOGETHER OR A SELF ADHERING POLYMER
OVER 6" POURS FILL ON TOP MODIFIED BITUMEN SHEET SHALL BE USED IN
OF WELL COMPACTED SOIL. PLACE OF NORMAL UNDERLAYMENT AND EXTEND
SCALE: 1/4"=1'-0" PROVIDE 1/2" EXPANSION JOINT FOR THE LOWEST EDGES OF ALL ROOF SURFACES
@ PERIMETER TO A POINT AT LEAST 24" INSIDE THE EXTERIOR
WALL LINE OF THE STRUCTURE
DRAWING NUMBER:
TERRENCE MCKEEN
TABLE 8301 .2(1 ) WFCM TABLE 3.5A TOP AND BOTTOM WFCM TABLE 3. 10 ROOF SHEATHING DESIGNS INC.
MIDDLEOAD
CLIMATE * GEOGRAPHIC DESIGN CRITERIA PLATE TO STUD LATERAL CONNECTIONS FOR ATTACHMENT REQUIREMENTS FOR WIND 3 OU HAMPOTON,NY
2015 INTERNATIONAL RESIDENTIAL CODE (2nd printing) WIND LOADS EXPOSORE 181 (2015 EDITION) LOADS (2015 EDITION) 516-669-1238
WIND DESIGN SUBJECT TO DAMAGE FROM (PRE9=rII ALTMWATW TO TABLE 5.5)
TMCKEENDESIGNS a)GMAIL.COM
700 YR. WIND SPEED 3-SECOND 700 YR. WIND SPEED 3-SECOND GUST (MPH) 11 O 13O
GROUND SEISMIC WINTER CE BARRIER AIR MEAN GUST (MPH) 11 20 130 This drawing is not to be altered,
SPECIAL WIND- FROST UNDER- FLOOD STRUCTURAL SHEATHING reused or reproduced without
SNOW SPEED TOPO DESIGN VFATHERI TERMITE DESIGN FREEZING ANNUAL STUD WALL HEIGHT (FT) REQUIRED NUMBER OF I6D COMMON NAILS OR 4oD 1,2 E F E F written permission from
WIND BORNE LINE LAYMENT HAZARDS SPACING (IN.) BOX NAILS PER STUD TO PLATE CONNECTION
LOAD (MPH) EFFECTS CATEGORY TEMP. ���y INDEX TEMP. RAFTER/TRUSS Terrence McKeen Designs Inc.
REGION DEBRIS DEPTH EOUIRED 8 2 2 2 2 SHEATHING FRAMING RAFTER/TRU5S MAXIMUM NAIL SPACING FOR BD COMMON NAILS OR
10 2 2 2 2 LOCATION SPECIFIC SPACING (IN.) 10D BOX NAILS (INCHES, O.C.1
GRAVITY' G COMMENTS:
130 NO NO ZONE 1 B SEVERE 3'-011 MODERATE 15 YES AS PER < 1 500 50.8 12 12 b 12 6 12 6 12 6 12 12/14/2018
210 PSF. EXPO UREFL2
I1. 12 6 12 6 I 6 12
HEAVY
0.4q ISSUED FOR PERMIT
TO H�1V I F.E.M.A. 18 2 2 2 1q.2 6 12 6 12 6 12 6 12
B INTERIOR 24 6 12 6 12 6 12 6 12
20 2 2 2 2 ZONE 12 6 12 6 12 6 12 6 12
ib 6
8 2 2 2 2
9301 .2.1 .1 WIND LIMITATIONS AND WIND DESIGN WFCM TABLE 3 . 1 WFCN TABLE 3."4A RAFTER/CEILING 10 2 2 2 2 0.42 Al 6 12 12 6 12
1q.2 6 6 12 6 12 6 12
REQUIRED: NAILING SCHEDULE JOIST TO TOP PLATE LATERAL 4 SHEAR 16 24 6 12 6 12 6 12 6 12TWE 12 6 12 , 6 12 6 12
W1~'ERENWIND D SIGN 15 REQU151ONS OFIIRED CODE
ACCORDANCE WITH FIGURAPPLY TO E R301.2(4)5.DESIGN OF BUILDINGS (2015 EDITION) CONNECTION REQUIREMENTS (2015 EDITION) 18 2 2 2 2 04q 16 6 12 6 12 6 12 6 12
EXCEPTIONS:
STRUCTURAL MEMBERS NO. OF COMMON NAIL SPACING (FROBOUPTIVE ALTERNMVE TO TABLE 5.4) 20 2 2 2 2 1q.2 6 12 6 12 6 12 6 12
1. 'FOR CONCRETE CONSTRUCTION, THE WIND PROVISIONS OF THIS CODE SHALL APPLY IN NAILS
8 2 2 2 2 PERIMETER 24 6 12 6 12 6 6 6 6
ACCORDANCE WITH THE LIMITATIONS OF SECTION R404 AND R608. ROOF FRAMING EDGE
700 YR. WIND SPEED 10 2 2 2 2 ZONE 12 6 12 I 6 12 6 12
2. FOR STRUCTURAL INSULATED PANELS, THE WIND PROVISIONS OF THIS CODE SHALL 3-SECOND GUST (MPH) 110 120 130 Ib 6 12 74�6 12 6 12 6 6
APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTION R610. RAFTER TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4A) PER RAFTER 0.42
B. FOR COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, THE WIND PROVISIONS OF THIS CEILING JOIST TO TOP PLATE (TOE-NAILED) (SEE TABLE BAA) PER JOIST 24 1 24 6 6 12 6 6 6 6 6 6
CODE SHALL APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTIONS R505, R603 4 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED)(SEE TABLE 3.9A) EACH NUMBER OF 8D COMMON NAILS
LAP 24 6 6 6 b b
R804. RAFTER/ CEILING WALL HEIGHT (TOENAILED) REQUIRED IN EACH 18 2 2 2
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) (SEE TABLE 3.01A) EACH LAP JOIST SPACING (IN.) (FEET) RAFTER AND/ OR CEILING JOIST TO z ENDWALL 0.401 - 6 6
IN REGIONS WHERE WIND DESIGN IS REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5, COLLAR TIE TO RAFTER (FACE-NAILED) (SEE TABLE 3.6) PER TIE TOP PLATE CONNECTION1'2,3,4 20 2 2 3 3 RAKE OR
THE DE51GN OF BUILDINGS FOR WIND LOADS SHALL BE IN ACCORDANCE WITH ONE OR MORE
RAKE TRU55
OF THE FOLLOWING MET44OD5: BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END WITH UP TO
I. PRESCRIPTIVE LIMITS ARE BASED ON A55UMPTION IN TABLE 3.5 1' RAKE 0.42 _ 6 6 v L 6 6
1. AF4PA WOOD FRAME CONSTRUCTION MANUAL (WFCM). RIM BOARD TO RAFTER (END-NAILED) 2-I&D EACH END 12 8 2 2 2 2 OVERHANG
2. TABULATED FRAMING LOADS AND CONNECTION REQUIREMENTS SHALL BE PERMITTED TO
2. ICC STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS (ICC 600). 10 2 2 2 BE MULTIPLIED BY 0.92 FOR FRAMING NOT LOCATED WITHIN B FEET OF CORNERS.
3. ASCE MINIMUM DESIG14 LOADS FOR BUILDINGS AND OTHER STRUCTURES (A5GE 7). WALL FRAMING BOARD SHEATHING
4. AISI STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR TOP PLATE TO TOP PLACE (FACE-NAILED) 2-16D� PER FOOT SHEATHING SIZE SPACING
(IRAFTER/TRUSS MINIMUM NUMBER OF PO CC>I`1r10N NAILS PER W
ONE-AND TWO-FAMILY DWELLINGS (AIS( $230). 16 8 2 2 2 3 SPACING (IN,) SUPPORT
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I&D JOINTS -EACH SIDE 1� �1FGM TABLE 3. IA RAl I ER/CEILNG Ix6 OR ix8 SHEATHING 12-lq.2 2 2 2 2
10 2 2 3
5. INTERNATIONAL BUILDING CODE. STUD TO STUD (FACE-NAILED) 2-I6D 24" O.C. JOIST HEEL JOINT CONNECTION N
THE ELEMENTS OF DESIGN NOT ADDRESSED BY THE METHODS IN ITEMS I THROUGH 5 IN HEADER TO HEADER (FACE-NAILED) I6D 16" O.C. ALONE EDGES 1x10 OR LARGER SHEATHING 12-1q.2 3 3 3 3 O1
ACCORDANCE WITH THE PROVISIONS OF THIS CODE. REQUIREMENTS. (2015 EDITION) E - NAIL SPACING AT PANEL EDGES (IN.) 1>:1 Z O
24 8 3 3 3 4
WHERE ASCE 7 OR THE INTERNATIONAL BUILDING CODE IS USED FOR THE DESIGN OF THE TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) PER STUD (PRE9CRIPTNE ALTERNATNE TO TABLE 3.9) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) �-1 , oo
BUILDING, THE WIND SPEED MAP AND EXPOSURE CATEGORY REQUIREMENTS AS SPECIFIED 10 3 3 4
7 �y
IN ASCE 7 AND THE INTERNATIONAL BUILDING CODE SHALL BE USED.
ROOF LIVE I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING H a r
12 LOAD GROUND SNOW LOAD 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE a N
BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6D' PER FOOT ATTACHMENT REQUIREMENTS SHALL BE USED.
END JOIST OR BLOCKING (FACE-NAILED) 20 PSF 30 PSF 50 PSF 70 PSF Q F
I PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTION IN TABLE 3.4
2. FOR WIND SPEEDS GREATER THAN 130 MPH, BLOCKING 15 REQUIRED WHICH TRANSFERS
FLOOR FRAMING ROOF SPAN (FT.) SHEAR LOAD TO TWO ADDITIONAL JOISTS (3 J015TS TOTAL). o CY a
2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF TOE-NAILS IN 12 24 36 12 24 36 12 24 36 12 24 36 o R1
THE RAFTER AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF � o a,
NAILS REQUIRED.
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-BD PER JOIST RAFTER SLOPE RAFTER REQUIRED NUMBER OF I6D COMMON OR 40D SOX NAILS PER HEEL C 3
SPACING (IN.) JOINT CONNECTION � '�'
BRIDGING TO J015T (TOE-NAILED) 2-8D EACH END 3 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OFA 'AI Z 3
TABLE R301 .3 MINIMUM UNIFORMLY RAFTER OR CEILING JOIST WHEN FASTENED TO 2x4 TOP PLATE OR 3 TOENAILS IN EACH 12 3 5 8 3 6 q 5 q 13 6 12 17 Y VFGM TABLE 3. 1 1 WALL SHEATHING
BLOCKING TO JOIST (TOE-NAILED) 2-8D EACH END SIDE WHEN FASTENED TO A 2x6 TOP PLATE. Q
-}- 3=12 ib 4 7 10 4 8 12 6 12 17 B 15 23 �
DISTRIBUTED LIVE LOADS (LBS. PER SQ.F 1 .) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-160 EACH BLOCK 4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS Iq•2 4 B 12 5 10 14 7 14 21 q 18 27 AND CLADDING ATTACHMENT REQUIREMENTS
• (2015 INTERNATIONAL RESIDENTIAL CODE) LEDGER STRIP BEAM (PAGE-NAILED) 3-I6D EACH JOIST �2 3 4 5 14 15 6 12 IB6 3 5 7 4 17 26 12 7 10 5 q3 54
13 FOR WIND LOADS (2015 EDITION)
w�
JOIST ON LEDGERER TO SEAM (TOE-NAILED) 3-8D PER JOIST WALL HEIGHT 81 101 4:12 Ib 3 5 8 3 6 q 5 q 13 6 12 17 O
USE LIVE LOAD BAND JOIST TO JOIST (END-NAILED) 3-I6D PER JOIST I01.2 3 1 6 q 4 7 11 6 11 16 7 14 21 700 YR. WIND SPEED 3-SECOND GUST (MPH) 11 OU
2-I6D( PER FORT TOP (PLATE TO 24 4 8 II 5 q 13 7 13 1q q 17 26 130
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED)
UNINHABITABLE ATTICS WITHOUT STORAGE 10 RIDGE {HEIGHT (FT) ADJUSTMENT FACTORS 12 3 3 5 3 4 6 3 6 8 4 7 11 STRUCTURAL SHEAT14ING
UNINHABITABLE ATTICS IWITH LIMITED STORAGE 20 10' 1.00 1.00 5:12 16 3 4 6 3 5 7 4 7 II 5 q 14 E F E I F
ROOF SHEATHING 15' 1.15 1.25 Iq.2 3 5 7 3 6 q 5 q 13 6 it 17
HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 24 3 6 q 1 4 7 11 6 11 16 7 14 21 RAFTER
20' 1.40 1.50 12 3 3 4 3 3 4 3 4 6 3 5 8 SHEATHING LOCATION SPACING MAXIMUM NAIL SPACING FOR BD COMMON NAILS OR
(SEE TABLE 3.10) (IN., O.C.) IOD BOX NAILS (INCHES, O.C.)''
BALCONIES (EXTERIOR) AND DECKS 40
WOOD STRUCTURAL PANELS 8 7.12 16 3 3 5 3 4 5 3 5 8 4 7 10
FIFE ESCAPES 40 DIAGONAL BOARD SHEATHING 1q.2 3 4 5 3 4 6 3 1 6 q 4 1 8 12
I"W' OR I"x8" 2-SD PER SUPPORT IAI R 24 3 5 7 3 5 8 4 8 II 5 10 15 12 12 6 12 6 6 12
GUARDRAILS 4 HANDRAlILS Zoo Y �tFGM TABLE 3 .45 SNEAK. WALLS
GUARD IN-FILL COMPONENTS 50 i"x10" OR WIDER 3-SD PER SUPPORT 16 3 3 4 3 3 4 3 4 6 3 5 g INTERIOR ZONE I6 6 6 12 12 6 12 ^
' q°12 24 6 12 ><
PASSENGER VEHICLE GARAGES 50 6 12 6 12
24
RESISTING UPLIFT AND SI-NEAR (2015 EDITION) i 3 3 4 3 4 5 3 5 7 3 6 q rT, W
24 3 4 5 3 4 6 3 6 q 4 8 12 12 6 12 6 12 6 12 I I^l F�7i
ROOMS OTHER THAN SLEEPING ROOMS 40 CEILING SHEATHING (PRL9GRImM ALTERNATIVE TO TABLE a.4) 12 3 3 3 3 3 3 3 3 4 3 3 5 PERIMETER EDGE ZONE 16 6 6 12 12 6 12
SLEEPING ROOMS 30 GYPSUM WALLBOARD 5D COOLERS 7" EDGE / 10" FIELD 16 3 3 3 3 3 3 3 3 5 3 4 6 24 [ 12 6 12 6 b 12
STAIRS 40 700 YR, WIND SPEED 3-5ECOND GUST (MP'H) 130 12.12 19.2 3 3 3 3 3 4 3 4 6 3 5 7
24 3 3 4 3 3 5 3 5 7 3 6 q
WALL SHEATHING WOOD STRUCTURAL PANEL TOP 4 M HOARD SHEATHING OR LAIP SIDING
OF PANELL NAILING
SHEAR WALL REQUIREMENTS REQUIREMENTS 1 HEEL JOINT CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED 5Y A SHEATHING SIZE RAF'1"ER/TRU55 MINIMUM NUMBER OF 8D COMMION NAILS PER
WOOD STRUCTURAL PANELS 8D (SEE TABLE 3.11) MAXIMUM ROOF SPAN (FT) LOADBEARING WALL, HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS SPACING (IN.) SUPPORT - ` O
TABLE R301 .6 MIN. ROOF LIVE LOADS STRUCTURAL FIBERBOARD PANELS SHEATHING SHEAR WALL ROWS OF ?NAILING 2 WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTICAL STRUTS OR W o
T14ICKNFSS NAILING NAILS SPACING (IN) 1x6 OR Ix8 SHEATHING 12-24 2 2 2 2
(LBS.-FORCE/SQ.FT.) OF HORIZ PROJECTION 1/2" 11 GA. GALV. 3" EDGE / 6" FIELD - - - - PURLINS TOA PERMITTED
ARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS 0
ROOFING 7/16" 055 OR BD COMMON 4 SHALL 8£ PERMITTED TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. IXIO OR LARGER SHEATHING 12-24 3 3 3 3
(2015 INTERNATIONAL RESIDENTIAL CODE) 25/32'" NAILING 3" EDGE / b" FIELD 1OOD NAILS @ G 14 3 EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING J015T LAP
GYPSUM WALL 50ARD 5D COOLERS 7" EDGE / 10" FIELD PLYWOOD WITH PANEL EDGE ' 3 32 2 12 SPLICES. E - NAIL SPACING AT PANEL EDGES (IN.) u
HARDBOARD SPECIES OF SPACING AND 12 6 32 4 12 F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD IN.)
TRIBUTARY LOADED AREA IN SQUARE FEET BD (SEE TABLE 3.11) PLIES HAVING FIELD SPACING 2F 4 36 36 36 36 4 TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL (
FOR ANY STRUCTURAL MEMBER G>0.4q WEIGHT OF THE CEILING ASSEMBLY v1
ROOF SLOPE PARTICLEBOARD PANELS BD (cam,.�qp��p ) 3 36 36 36 36 1. FOR WALL SHEATHING WITHIN 4 FEET OF CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT O
7/16" OSB OR 8D COMMON b _ _ _ REQUIREMENTS WALL BE USED.
0 TO 200 201 TO 600 over 600 DIAGONAL BOARD SHEATHING . 5 TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER
15/32" NAILS @ 6" 1 4 36 32 24 12 TIES ARE LOCATED AT THE 50TTOM OF THE ATTIC SPACE. WHEN CEILING JOISTS OR 2. TABULATED NAIL SPACING A55UMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS
I"x6" OR 1"x8" 2-8D PER SUPPORT PLYWOOD WITH PANEL EDGE 3 36 36 36 RAFTER TIES ARE LOCATED HIGHER IN THE ATTIC SPACE, NO ATTIC STORAGE IS ASSUMED, WITH 0.42 S G <0.4q. E--1
FLAT OR RISE LESS THAN 4 INCHES 20 16 12 SPECIES OF SPACING AND 12"I 6 36 36 AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE INCREASED BY THE
x1WIDER" 0" OR ER 3-8D PER SUPPORT
PER POOR (1:3) PLIES HAVING FIELD SPACING 2' 4 36 36 36 � FOLLOWING FACTORS= 3. FOR EXTERIOR PANEL SIDING, GALAVNIZED 80X NAILS SHALL BE PERMITTED TO 5E
RISE 4 INCHES PER POOR (1:3) TO 16 14 12 GL0.4q 3 36 36 36 36 SUBSTITUTED FOR COMMON NAILS. W Q
LESS THANE INCHES PER FOOT (I:I) FLOOR SHEATHING _ _ _ - CEILING -ROOF RIDGE
HEEL JOINT CONNECTION a
b PLATE-TO-ROOF RIDGE ADJUSTMENT FACTORS
15/32" OSB OR 10D COMMON 14 4 36 36 28 20 T T HEIGHT (Hc/hHr) N
PLYWOOD WITH NAILS @ 6" 3 3 36 6 36 1/2 2.00 U
RISE 12 INCHES PER POOR (I=1) AND 12 12 12
WOOD STRUCTURAL PANELS SPECIES OF PANEL EDGE W
GREATER 1" OR LESS BD 6" EDGE / 12" FIELD PLIES HAVING SPACING AND 12" " 6 6 36 3 36
GZ0.4q FIELD SPACING 2 4 36 36 36 36 1/3 1.50
1/4 1.33
GREATER THAN i" IOD 6" EDGE / b" FIELD 3 36 36 36 36 1/5 1.25 Q
DIAGONAL BOARD SHEATHING 1/6 1.20 a
1. SEE AWG/ANSI SPECIAL DESIGN PROVISION FOR WIND 4 SEISMIC (SDPWS) FOR PROPER 1/10
TABLE 8301 .7 ALLOWABLE DEFLECTION 1"xb" OR 1"x8" 2-8D PER SUPPORT DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST COMBINED SHEAR AND
I"x10" OR WIDER 3-8D PER SUPPORT UPLIFT FROM WIND. NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TIES MAY EXCEED 34"
OF STRUCTURAL MEMBERS WHEN RAFTER TIES ARE LOCATED ABOVE ONE-THIRD OF THE TOP PLATE TO ROOF RIDGE PROJECT NUMBER:
2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0.4W OR GREATER, TABULATED MAXIMUM ROOF HEIGHT Hr OR WHEN He 15 GREATER THAN 2 FEET AND MAY REQUIRE ADDITIONAL
(2015 INTERNATIONAL RESIDENTIAL CODE) SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CASE SHALL THEY EXCEED CONSIDERATION.
I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C. AT THE PANEL A SPAN OF 36 FT. 2018-12
ALLOWABLE EDGE. ALTERNATIVE NAILING SCHEDULE SHALL BE USED WHERE WALL SHEATHING 3. TABULATED VALUES FOR PLYWOOD ASSUME PLYWi00D WITH A SPECIES OF PLIES HAVING A DATE:
STRUCTURAL MEMBERS DEFLECTION NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.C. AT THE SPECIFIC GRAVITY OF OAq OR GREATER. FOR PLYWOOD WITH OTHER SPECIES, MULTIPLY THE
PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITY, NAILING REQUIREMENTS FOR TABULATED MAXIMUM ROOF SPANS BY O.qO. 11-26-18
STRUCTURAL MEMBERS SHALL BE DOUBLE, OR ALTERNATE CONNECTORS SHALL BE
RA=FTERS HAVING SLOPES GREATER THAN 3/12 WITH NO USED TO MAINTAIN THE LOAD PATH. 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE
FINISHED CEILING ATTACHED TO RAFTERS LABO AND 50TTOM PLATE BY 112" AND A SINGLE ROW OF FASTENERS SHALL BE PLACED 34" FROM DRAWN BY:
2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED THE PANEL EDGE. TMM
INTERIOR WALLS 4 PARTITIONS H/180 NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT.
FLOORS L/360 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP PLATE
3 CORROSION RE5TSTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE AND 50TTOM PLATE BY I XZ". ROWS OF FASTENERS SHALL BE k2" APART WITH A MINIMUM EDGE SCALE:
CEILINGS WITH BRITTLE FINISHES (INCLUDING PLASTER AND STUCCO) L./360 PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. DISTANCE OF XZ'. EACH ROW SHALL HAVE NAILS AT 7HE SPECIFIC SPACING.
AS SHOWN
CEILINGS WITH FLEXIBLE FINISHES (INCLUDING GYPSUM BOARD) L./240
ALL OTHER STRUCTURAL MEMBERS L/240
EXTERIOR WALLS - WIND LOADS WITH PLASTER OR STUCCO FINISH 14/360
EXTERIOR WALLS - WIND LOADS WITH OTHER BRITTLE FINISHES 14/240 ��(t
EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES 14/120 J. �' 0
L114TELS SUPPORTING MASONRY VENEER WALLS L/600
A ®
A
W FCM TABLE 2.4 ROOF AND WALL
SHEATHING SUCTION LOADS (FOR SHEATHING ®- '7
AND SHEATHING ATTACHMENTS) t�
3
700 YR. WIND SPEED 3-SECOND11 �0 � 130
GUST (MPH)
DUAL SLOPE ROOF SUCTION PRESSURE (PSF)' A �
DRAWING TITLE:
5HEAT14ING LOCATION ® O A
ZONE 1 13.4 14.7 16.0 18.7
ZONE 2 22.5---,, 24.6 26.8 31.5 l A A� STRAPPING
®
ZONE 3 33A 7. 40.3 47.3 ® DETAILS
ZONE 3 OVERHANG 42.1 46.0 50.1 5B.8
ZONE 4 14.6 15.q 17.3 20.3 ® WALL S14EATHING NAILING=
ZONE 5 18 ILIA 21.4 25.1 5 TO WFCM ES 4TABLgE 3.1EIFER
�A
1. THE DIMENSION, "A", IS MEASURED AS 10% OF THE MINIMUM BUILDING DIMENSION, BUT NOT C6 I
LE55 THAN 3 FEET. ROOF SHEATHING NAILING=
EDGES 4 FIELDS: REFER
2. 'TABULATED FRAMING (LOADS A55UME A BUILDING LOCATED IN EXPOSURE B WITH A MEAN TO WFCM TABLE 3.10
ROOF HEIGHT OF 33 FEETA
. FOR BUILDINGS LOCATED IN OTHER EXPOSURES, THE TABULATED ',/ �A A\
VALUES SHALL BE MULTIPLY BY THE APPROPRIATE ADJUSTMENTS FACTOR IN SECTION 2.1.3.1 NOTE: "A" IS MEASURED
AS HORIZONTAL
PROJECTION ON THE
BUILDING ROOF AND
WALLS DRAWING NUMBER:
TERRENCE MCKEEN
2015 INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE DESIGNS INC.
35 MIDDLE POND ROAD
BEAM t STRAP . --BEAM t STRAP SOUTHAMPTON,NY
51 - 69-1238
MIN (2) 8D NAILS R301.1 APPLICATION. TMcxEEND6S6GNSCGMAu,.COM
°° BUILDINGS AND STRUCTURES, AND ALL PARTS THEREOF, SHALL BE CONSTRUCTED TO SAFELY SUPPORT ALL This drawing is not to be altered,
o LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOD LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND reused or reproduced without
. o ° ° ° ° o ° ° SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OF BUILDINGS AND STRUCTURES IN written permission from
ACCORDANCE WITH THE PROVISIONS OF THI5 CODE SHALL RESULT IN A SYSTEM THAT PROVIDES A COMPLETE Terrence Mp permission
Designs Inc.
011) NCP LOAD PATH THAT MEETS THE REQUIREMENTS FOR THE TRANSFER OF LOADS FROM THEIR POINT OF ORIGIN
oo° oo° ° THROUGH THE LOAD-RESISTING ELEMENTS TO THE FOUNDATION. BUILDINGS AND STRUCTURES CONSTRUCTED COMMENTS:
° AS PRESCRIBED BY THIS CODE ARE DEEMED TO COMPLY WITH THE REQUIREMENTS OF THI5 SECTION.
° 0 R301.2.1.1 WIND LIMITATIONS AND WIND DESIGN REQUIRED, 12/14/2018
ISSUED FOR PERMIT
s o
u THE WIND PROVISIONS OF THIS CODE SHALL NOT APPLY TO THE DESIGN OF BUILDINGS WHERE WIND DESIGN IS
REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5.
EXCEPTIONS:
1. FOR CONCRETE CONSTRUCTION, THE WIND PROVISIONS OF THIS CODE SHALL APPLY IN ACCORDANCE WITH
THE LIMITATIONS OF SECTION R404 AND R608.
WOOD BEAM 4 POST CONNECTION RIDGE STIRUIMRAL RIDGE - CA714MRAL CEILING HIP RAFTER RAFTER TO WXD TOP PLATES HIP CORNER PLATE 2. FOR STRUCTURAL INSULATED PANELS, THE WIND PROVISIONS OF THI5 CODE SHALL APPLY IN ACCORDANCE
SIMPSON STRONG-TIE ITEM: 51MP50N STRONG-TIE ITEM: C520 51MP50N STRONG-TIE ITEM: 1_5U26, 51MP50N STRONG-TIE ITEM: L570 51MP50N STRONG-TIE ITEM: H7Z SIMPSON STRONG-TIE ITEM: HGP WITH THE LIMITATIONS OF SECTION R610.
CGQ46 n MIN. L5U26 - 2xx66 LSU281 G5
PROVIDE C520 x PROVIDE (1) H7Z PER RAFTER HCP2 - 2x MEMBER 51ZE 3. FOR COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION, THE WIND PROVISIONS OF THIS CODE SHALL
FASTENED PER TABLE 3.6A WITH L5U28 - 2x8, 2x10, 2x12 FASTENED WITH: HCP4 - 4x MEMBER SIZE APPLY IN ACCORDANCE WITH THE LIMITATIONS OF SECTIONS R505 R603 * R804.
COLLAR TIES AS PER PLANS. PROVIDE G520 x 18" MIN. (8) 8D NAILS INTO STUD
AT ROOF PITCHES GREATER THAN FASTENED PER TABLE 3.6A WITH (2) 8D NAILS INTO PLATE IN REGIONS WHERE WIND DESIGN IS REQUIRED IN ACCORDANCE WITH FIGURE R301.2(4)5, THE DESIGN OF
12:12 USE (4) 8D NAILS AT EACH CEILING COLLAR TIES @ 32" O.0 (8) 8D NAILS INTO RAFTER WITH BUILDINGS FOR WIND LOADS SHALL BE IN ACCORDANCE WITH ONE OR MORE OF THE FOLLOWING METHODS:
END OF STRAP (2) 8D NAILS AT END OF STRAP
i. AF*PA WOOD FRAME CONSTRUCTION MANUAL (WFCM).
2. ICG STANDARD FOR RESIDENTIAL CONSTRUCTION IN HIGH-WIND REGIONS (ICC 600).
3. A5CE MINIMUM DE51GN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7).
4. AI51 STANDARD FOR COLD-FORMED STEEL FRAMING-PRESCRIPTIVE METHOD FOR ONE-AND TWO-FAMILY
STRAPPING:
DWELLINGS (AI51 5230). w
�m CO)I"1MON 5. INTERNATIONAL BUILDING CODE.
BLOCKING O 1 o
NAILS @ EA. THE ELEMENTS OF DESIGN NOT ADDRESSED BY THE METHODS IN ITEMS 1 THROUGH 5 IN ACCORDANCE WITH '" o
2-16D COMMON END OF THE PROVISIONS OF THIS CODE. ?�
'SIMPSON' HDQ8 NAILS o 6' O.C. ❑ co K_
OR -\ STRAP (BY E-+
FOR FULL LENGTH � a x o P
SSP --�` 'SIMPSON' PHD6 •-OF STUD SIMPSON) WHERE ASCE 7 OR THE INTERNATIONAL BUILDING CODE IS USED FOR THE DESIGN OF THE BUILDING THE WIND Z � '�
caw SPEED MAP AND EXPOSURE CATEGORY REQUIREMENTS AS SPECIFIED IN A5CE 7 AND THE INTERNATIONAL <
SPM J015T HANGERg P.
BUILDING CODE SHALL BE USED. ¢ •
HIO "--�, BY 51 MPSON a M a
BLOCKING <
o ENDWALL R403.1.6 FOUNDATION ANCHORAGE, o a
H
0j + 3
® STRAPPING: WOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIONS SHALL BE
2.5 3
o� (q)10D COMMON ANCHORED TO THE FOUNDATION IN ACCORDANCE WITH THI5 SECTION. d 3
• urn NAILS @ EA. END H
Provide minimum 15/8' S OF STRAP OR H2 GOLD-FORMED STEEL FRAMING SHALL BE ANCHORED DIRECTLY TO THE FOUNDATION OR FATENED TO WOOD ►-�
end distance CONNECTOR (BY SILL PLATES ANCHORED TO THE FOUNDATION. ANCHORAGE OF COLD-FORMED STEEL FRAMING AND SILL
Equal numbs of 'SIMPSON' HDQ8 SIMPSON) PLATES SUPPORTING COLD-FORMED STEEL FRAMING SHALL BE IN ACCORDANCE WITH THIS SECTION AND
specified nails in OR SECTION R505.3.1 OR R603.3.1.
each end 'SIMPSON' PHD6 U
THE WOOD SOLE PLATE AT ALL EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD SOLE PLATES OF BRACED
RAFTER 720 WXD TCP PLATES FACE MOUNT HANGER FLOOR-TO-FLOOR CONNECTION STUD SHOE CANTILEVER STRAPPING
WALL PANELS AT BUILDING INTERIORS ON MONOLITHIC SLABS AND ALL WOOD SILL PLATES SHALL BE
51MP50N STRONG-TIE ITEM: S5P, SIMPSON STRONG-TIE ITEM: LUS 51MP50N STRONG-TIE ITEM: CS20 SIMPSON STRONG-TIE ITEM: HSS2 CORNER HOLDDOWN-2ND FLOOR SIMPSON STRONG-TIE ITEM: H61 142 ANCHORED TO THE FOUNDATION WITH MINIMUM Y2" DIAMETER (12.7 MM) ANCHOR BOLTS SPACED A MAXIMUM OF
H10, H2.5 SIMPSON STRONG-TIE ITEM: HDQ8, 6 FEET (182q MM) ON CENTER OR APPROVED ANCHORS OR ANCHOR STRAPS SPACED AS REQUIRED TO
PROVIDE LU5 @ EA. JOIST PROVIDE (1) CS20 PER STUD PROVIDE HSS2 @ EA. STUD PHD6 (1) H6 PER STUD FASTEN WITH: PROVIDE EQUIVALENT ANCHORAGE TO Y2" DIAMETER (12.7 MM) ANCHOR BOLTS. BOLTS SHALL EXTEND A
(1) 55F FOR SINGLE STUD FASTENED PER TABLE 3.45 (SEE STRUCTURAL PLAN A-7 FOR (8) 8D NAILS INTO STUD (8) 8D MINIMUM OF 7 INCHES (178 MM) INTO CONCRETE OR GROUTED CELLS OF CONCRETE MASONRY UNITS. THE
(2) 5SP FOR DOUBLE STUD LU526, LU528, LU510, LU526-2, LOCATIONS) NAILS INTO RIM JOIST BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NUT AND WASHER SHALL �•L•�
INSTALL @ 32" O.G. AS REQUIRED. LUS28-2, LUSIO-2 (2) H2 PER STUD BE TIGHTENED ON EACH ANCHOR BOLT. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PLATE SECTION WITH (�
ONE BOLT LOCATED NOT MORE THAN 12 INCHES (305 MM) OR LESS THAN SEVEN BOLT DIAMETER FROM EACH Z
END OF THE PLATE SECTION. INTERIOR BEARING WALL SOLE PLATES ON MONOLITHIC SLAB FOUNDATION THAT
ARE NOT PART OF A BRACED WALL PANEL SHALL BE POSITIVELY ANCHORED WITH APPROVED FASTENERS. ,,•�
SILL PLATES AND SOLE PLATES SHALL BE PROTECTED AGAINST DECAY AND TERMITES WHERE REQUIRED BY
SECTIONS R317 * R318. Q
EXCEPTIONS: H T 1 O Q
1. WALL 24 INCHES (610 MM) TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED WALL PANELS SHALL w
BE ANCHORED TO THE FOUNDATION WITH MINIMUM OF ONE ANCHOR BOLT LOCATED IN THE CENTER THIRD OF O
THE PLATE SECTION AND SHALL BE ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN
SSP
IN ITEM q OF TABLE R602.3(l).
LBPS T
LTP4 2-16D COMMON I � •' 2. CONNECTIONS OF WALLS 12 INCHES (305 MM) TOTAL LENGTH OR SHORTER CONNECTING OFFSET BRACED'SIM `J1
OR PSON' HDQ8 -� NAILS o 6' O.C. I WALL PANELS TO THE FOUNDATION WITHOUT ANCHOR BOLTS SHALL BE PERMITTED. THE WALL SHALL BE
FOR FULL LENGTH I °G520 'SIMPSON' PHD6 •-OF STUD ATTACHED TO ADJACENT BRACED WALL PANELS AT CORNERS AS SHOWN IN ITEM q OF TABLE R602.3(1). W O
� ° I
[�
G520
T
mourn
° R502.q FASTENING.
I o
`-' SHEATHING000
o W O
LTP4 aLCKING EO DWALL I CrFLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE R602.3(1). WHERE P05T5 AND BEAM OR N
(2 26) L5P5 . I - 7 GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED
TO ENSURE AGAINST UPLIFT AND LATERAL DISPLACEMENT.
HDQ8 R601.2 REQUIREMENTS. 0
0
• . i' •i
;.• ¢• WALL CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMP05ED IN ACCORDANCE WITH
' SECTION R301 AND OF TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING STRUCTURAL ELEMENTS. PROJECT NUMBER:
' f
° •• •• (SEE NOTE I. AT RIGHT)
' R602.6 DRILLING AND NOTCHING OF STUDS. 2018-12
DATE:
GARAGE SHEAR WALL FLOOR-TO-SILL CONNECTION SILL PLATE TO FOUNDATION CORNER HOLDDOWN-15T FLOOR SILL PLATE TO FOUNDATION 11-26-18
SIMPSON STRONG-TIE ITEM: LTP4, SIMP50N STRONG-TIE ITEM: C520, 51MP50N STRONG-TIE ITEM: LBP5, 51MP50N STRONG-TIE ITEM: HDQ8, 51MP50N STRONG-TIE ITEM: LBPS DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
C520, HDQ8 LTP41 LBPS SSP PHD6
DRAWN BY:
(SEE FOUNDATION PLAN A-2 FOR INSTALL 5/8" DIA. BOLT @ 23" O.G. 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION SHALL BE PERMITTED TO BE CUT OR TMM
(2) LTP4 PER STUD FASTEN WITH (1) LTP4 PER STUD FASTEN WITH PROVIDE (1) 55P PER STUD LOCATIONS) WITHIN 12" FROM END PLATE NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS SHALL BE SCALE:
(12) SD NAILS (12) 8D NAILS PROVIDE (2) SSP FOR DOUBLE (MIN. 2 PER PLATE) PERMITTED TO BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE STUD WIDTH.
(3) CS20 PER STUD (1) C520 PER STUD LAPPED STUD W/ 3" SQUARE x 5/16" WASHERS AS SHOWN
(2) LTP4 PER FASTEN WITH (12) UNDER SILL PPLATE FASTENED AND END NUT. 2. DRILLING. ANY STUD SHALL BE PERMITTED TO BE BORED OR DRILL PROVIDED THAT THE DIAMETER OF
8D NAILS PER TABLE 3.45 THE RESULTING HOLE 15 NOT MORE THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE 15 NOT MORE
THAN 5/8" (16 MM) TO THE EDGE OF STUD, AND THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A CUT
OR NOTCH. STUDS LOCATED IN EXTERIOR WALL5 OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% 9C
SHALL BE DOUBLE WITH NOT MORE THAN TWO SUCCESSIVE DOUBLE STUD BORED. SEE FIGURE R602.6(1) AND ®�
R602.6(2).
INSTRUCTIONS FOR THE INSTALLER EXCEPTIONS: USE OF APPROVED STUD SHOE IS PERMITTED WHERE THEY ARE INSTALLED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS.
A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG - C-2015). INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH
MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS (8 GA x 3 1/2") AND CANNOT BE REPLACED WITH 16D SINKERS (q GA x 3 1/4") UNLESS OTHERWISE SPECIFIED. R801.2 REQUIREMENTS.
B. BOLT POLE-5 SHALL BE AT LEAST A MINIMUM OF 1/32" AND NO MORE THAN A MAXIMUM OF 1/16" LARGER THAN THE BOLT DIAMETER (PER THE lgg7 NDS, SECTION 8.1.2.1.).
ROOF AND CEILING CONSTRUCTION SHALL BE CAPABLE OF ACCOMMODATING ALL LOADS IMPOSED IN
C. INSTALL ALL SPECIFIED FASTENERS BEFORE LOADING THE CONNECTION. ACCORDANCE WITH SECTION R301 AND TRANSMITTING THE RESULTING LOADS TO THE SUPPORTING DRAWING TITLE:
STRUCTURAL ELEMENTS.
D. USE PROPER SAFETY EQUIPMENT.
E. WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES; FOLLOW PROPER WELDING PROCEDURES AND SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S. STANDARDS. STRAPPING
DETAILS
F. PNEUMATIC: OR POWDER-ACTUATED FASTENERS MAY DEFLECT AND INJURE THE OPERATOR OR OTHERS. NAIL TOOLS MAY BE USED TO INSTALL CONNECTORS, PROVIDED THE CORRECT QUANTITY AND TYPE OF NAILS
ARE PROPERLY INSTALLED IN THE NAIL HOLES. TOOLS WITH NAIL HOLE-LOCATING MECHANISMS SHOULD BE USED. FOLLOW THE MANUFACTURER'S INSTRUCTIONS AND USE THE APPROPRIATE SAFETY EQUIPMENT.
G. J015T SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT, AND THE GAP BETWEEN THE J015T END AND THE HEADER SHALL NOT EXCEED 1/8" PER A5TM TEST STANDARDS.
H. FOR HOLDOWNS, ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN WITH A WRENCH, WITH CONSIDERATION GIVEN TO P05515LE FUTURE WOOD SHRINKAGE. CARE :.SHOULD BE TAKEN TO NOT .....■
OVER-TORQUE THE NUT.
I. ALL METAL HANGERS, CLIPS, NAILS, BOLTS SCREWS, ETC. IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER A5TM SPECIFICATIONS TO RE515T CORROSION FROM
PRESSURE TREATED LUMBER.
DRAWING NUMBER: