HomeMy WebLinkAbout42712-Z �gaFFot,r�o I TOWN OF SOUTHOLD
BUILDING DEPARTMENT
s TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42712 Date: 5/23/2018
Permission is hereby granted to:
Panagopoulos, Peter&Vanderpool, Sonia
1090 Diedricks Rd
Orient, NY 11957
To: construct single-family dwelling as applied for per SCHD approval.
At premises located at:
32635 CR 48, Peconic
SCTM # 473889
Sec/Block/Lot# 74.-2-22.1
Pursuant to application dated 5/9/2018 and approved by the Building Inspector.
To expire on 11/22/2019.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,950.40
CO -NEW DWELLING $50.00
Total: $2,000.40
ing nspector
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 properly 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
Date.
S/�/
New Construction. Old or Pre-existing Building (check one)
Location of Property:
House No. Street Hamlet
�j�,,
Owner or Owners of Property: CCS V —cod-zez— (1-)>-/
_� Lot
• Suffolk County Tax Map No 1000, Section Block
Subdivision Filed Map. Lot:
Permit No. ate of Permit. Applicant:
Health Dept.Approval: I,-, Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ l�
Applicant Signature
� 1
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST)
--------------------------------------
'FOUNDATION
-----------------------------------'FOUNDATION (2ND)
n � O
ROUGH FRAMING& �1
H
PLUMBING w
� 1
INSULATION PER N.Y; n, H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
wQ K
m
� N
� N
H
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 m4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 0o�� �i urvey
South oldtownny.gov PERMIT NCheck
-6Septic Form
N.Y.S.D.E.C.
Trustees.
oC.O.Application
Flood Permit
Examined-
5/,9,3 ,20� Single&Separate
ti Truss Identification Form
%Storm-Water Assessment Form
I Contact:
Approved 3 ,20 ( Mail to:
Disapproved a/c
Phone: 63 y`$
Expiration 20JI
® l � PLICATION FOR BUILDING PERMIT
MAY 8 2018 Date � � 20 l�
INSTRUCTIONS
�1I 4otbp
R
a. � , completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plan.s, accurate plan o 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, housin&code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
n Le
ted'
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a'corporation,,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which prJopos/�ed work will be done:
House Number S t Hamlet;
County Tax Map No. 1000 Section Block Z' Lot �'Z
Subdivision Filed Map No. I ISs b Lot 2 Z- e I
2, State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy J&K A
b. Intended use and occupancy ( A r UJ 1'`-�-'- �`�c� ►--�
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 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 Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 0 - Rear �O o 911 225�Q,
ti
Height 'a 2 - L�" Number of Stories
9. Size of lot: Front �a g a I Rear ®O Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
1
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excAss fill be removed from premises? YES NO
��
14. Names of Owner of premises Address G �Phone No.
Name of Architect T "Address , Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal Wetland or a freshwater wetland? *YES
* IF YES, SOUTHOLD TOWN TRUSTEES&D.E.G. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal Wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ✓
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on su
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 fes}
S���� L�`"�J�'e� CSc� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contr ct)above named, CONNIE D.BUNCH
Notary Public,State of Now York
No.01 BU6185050
(S)He is the QuaRfled in Suffolk County
(Contractor,Agent, Corporate Officer,etc.) Commission Expires April 14,2
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.
ii
Sworn to before me this
/D`0-1 day of'. 20 1 `'j
Notary Public Signature of Applicant
Scott A. Russell ,��-° " Ir STOPLIMI A\���EI�
SUPERVISOR
x I\�1[A\N A\(GIIEI��lUEN'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179 0 �►i
53095 Main Road-SOUTHOLD,NEW YORK 11971O `` own of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
MAY 112018 - ( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes o (CHECK ALL THAT APPLE
t ❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
:
❑ B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑01C. Site preparation on slopes which exceed 10 feet vertical rise to
1100 feet of horizontal distance.
❑[2"D. �ite preparation within 100 feet of wetlands, beach, bluff or coastal
' erosion hazard area.
❑0 k Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes ;
in-kind replacement of impervious surfaces. :
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Cbeck List Form to the Building Department with your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) - S.C.T.M. #: 1000 Date:
-� District
NAME. SUSa.N 1 Va'r1 tV 00 � � o�/ �• �•I6
(F-0 Sect, . Block Lot
' ------- �� FOR BUILD]NG DEPARTMENT USE ONLY"
Contact Information: /J_� q-7 /
Tdcphone NumMI
Reviewed By: f2 I
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —
3� �, �� ❑ Approved for processing Building Permit.
St mwaterManagement Control Plan Not Required.
pY] �L Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM " SMCP=TOS MAY 2014
APPLICANT S.C.T.M. 1000 d std CHAPTER 236
(Property Owner,DwIgn Pmfeseioml,Agent,Contractor,Other) ��■ —� O �-
` a aa• ► Stormwater Management Control Plan CHECK LIST
NAM 4\)'a nCi��.lf sect+on Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
Plftt PrtN
kih / ,� Date: * The applicant must provide a Complete Explanation and/or Reason for not providing
�� NUm`w .Sr o1 0l ' �j all Information that has been Required by the following Checklist]
ijn mre
1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel
show all of the following items: NO NA If you need additional room f , Please Provide additional Paper.
a. Location& Description of Property Boundaries
b. Total Site Acreage, ShaLlude but not be limit-dtn'
C. Existing- Natural & Man Made Features within 500 L.F. A well mal r'
of the Site Boundary as required by§236-17(C)(2). Wireace
d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. Seeding of expose
d andlui
e. Limits of Clearing &Area of Proposed Land Disturbance. ,
f. Existing&Proposed Contours of the Site (Minimum z Intervals) Contact TOS
g. Location of all existing& proposed structures, roads, at:765 1560 _�
driveways,sidewalks, drainage improvements& utilities. OR I;: ::,,;, _ ` T
h. Spot Grades& Finish Floor Elevations for all existing& that the dVdI1Jd8C hais been installed to Cooe.,,
proposed structures.
I. Location of proposed Swimming Pool and discharge ring. DRAINAGE IN!,pt:C I IONS ARE REQUIRED
j. Location of proposed Soil Stockpile Area(s). 65 i569 before
Contact TOS Engineering
k. Location of proposed Construction Entrance/Staging Area(s). Backfill, OR Provide Engin
1. Location of proposed concrete-washout area(s). that the drainage has beenU
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing MAT T2 2018
that the stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all Impervious surfaces generated by a two(2' Shall include but not be limited to:
rainfall/storm event. well maintained Construction Entrances BUILDING DEM
3. Details&Sectional Drawings for stormwater practices are required for approval. Wire Backed Silt Fencing, stabilization &
TOWN E) UTH(m-
Items requiring details shall include but not be limited to: Seeding of exposed and/or inactive soils,.--
a.
oils=a. Erosion&Sediment Controls.
b. Construction Entrance& Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.)
d. Leaching Structures (e. .infiltration basins,swales,etc.)
"*** FOR ENGINEERING EPARTMENT USE O)P&Y** onal Information is Required. l�
Reviewed & rmw r Management Control Plan is Not Complete. ,I
Approved By: — — — — — — — — — — — — — — — — — - -
! rmwater Management Control Plan is Complete.
Date: 2L } !1 J
44Addipti Chas been approved by the Engineering Department. 'i
_ I
-
FORM * SWCP Check List-TOS MAY 2014
.l
Town Hall Annex �� y Telephone(631)765-1802
54375 Main Road o Fax(631)765-9502
P. O. Box 1179 y =
Southold, NY 11971-0959
---- - -- -- --- - --- -BU-[L..DILLG DEPARTMENT - - - --- --- --- -- -
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner:
Location of Propert ���-�
Please take tice that the (check applicable line):
New commercial'oresidential structure
'Addition tojexisting"commercial or residential structure
Rphabilitati6646.-an existing commercial or residentiaL�structure
to be,.constructed�or performed at the subject property reference above will.utilize
(check applicable line):
°Truss type construction (TT)
/
LPre-engineered:wood:'construction (PW)
Timber construction (TC) :*,. '
in the following location(s) (check'applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roofframing (FR)
Signature:
Name (person submi ting this form): S
hec licable line):
Capacity c
( � PP - .
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
J
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WJ TOWN/VILLAGE OF ������ I 15 2018
ADDRESS �C3 �� 2 SONGU ilIh
MAY 1 7 2018 '1 BUILDING DEPARTMENT
"s
SC Dept of Public%1cr',s
Traffic
DATE:
SUFFOLK COUNTY DEPT.OF PUBLIC WORKS
COMMISSIONER
335 YAPHANK AVENUE
YAPHANK,NY 11980
Dear Sir:
t'
In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of
New York,this is to notify the Commissioner of Public Works of the County of Suffolk that
Name&Address of Applicant
has applied to the Town/Village of for the issuance of a
permit in reference to property
located on the: /�
ON N�S E W side_a_C C.R. I r
Distance Zg 1 N S O W p-'—
Village Town —5121 RV
As shown on the attached survey or site plan(3 copies needed),dated 1-2-1 -11
We shall withhold further action on this application for ten (10)business days for the aforementioned
Section 239f.
�< Very Truly Yours,
'Building Insp t
Building Permits Only
Date: .:q'31
APPROVED/DISAPPROVE /APPROVAL WITHHEL to the Town/Village pursuant to the General
Monic' al Law subject to a state ns:
SUFFOLK COUNTY DEPT.OF PUBLIC WORKS
P.E.,COMMISSIONER
RECEIVED
-- By:
MAY 14 2018 P.E.
CHIEF ENGINEER
gVE
$ T OF PUBLIC WORKS
IgO IC F THE COMMISSIONER
MAY 3 0 2018
BUMDINO D8FT.
TOWN OF SOUTE10LI)
COUNTY OF SUFFOLK
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF PUBLIC WORKS
DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. ERIC M.HOFMEISTER
DEPUTY COMMSSIONER COMMISSIONER DEPUTY COMMISSIONER
CR#48,Middle Road
Project Name: Susan Vanderpool
Applicant Name: Susan Vanderpool
Project Location: Southold
SCTM# 1000-74-2-22.1 D rMIEDYR
Date: May 21,2018 DD
SAY 3 0 201
❑ APPROVED BUILDING DEP.
❑ DISAPPROVED TOWN OF SOUTHOLD
X APPROVAL WITHHELD
Pursuant to Section 239f of the New York State General Municipal Law and subject to the
stated conditions:
Revise plan to show 20' wide residential full depth asphalt driveway ramp.
By: l 7 —
William Hillman,P.E.
Chief Engineer
SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER
335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 0 FAX(631)852-4079
COUNTY OF SUFFOLK M
JUN 1 1 2010
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE BUMDIN0 DE".
DEPARTMENT OF PUBLIC WORKS To"OF SOLIMOLD
DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. ERIC M.HOFMEISTER
DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER
Date: June 8,2018
Town of Southold
PO Box 378
Peconic,NY 11958
To Whom It May Concern:
This is our "subsequent response" to our review of revised plans that an applicant known,as Susan
Vanderpool has submitted to us in response to a previously "Disapproved" or "Approval Withheld"
239f submittal. The original 239f was submitted by your Department to us on May 10,2018,of which
we responded to you and the applicant on May 21,2018 and June 4,2018.
CR#48,Middle Road
Project Name: Susan Vanderpool
Applicant Name: Susan Vanderpool
Project Location: Southold
SCTM#1000-74-2-22.1
X APPROVED
❑ DISAPPROVED
❑ APPROVAL WITHHELD
Pursuant to Section 239f of the New York State General Municipal Law and subject to the
stated conditions:
At this time, Suffolk County Dept. of Public Works does not have an issue with the Town issuing a Building
Permit for the above referenced project.
Please reframe from issuing a Certificate of Occupancy until Suffolk County has approved all right-of-way
improvements.
By:
Wifflaki Hi man,P.E.
Chief Engineer
This response supersedes any previous comments on this application.
SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER
I
(631)852-4100
335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4079 �
i
4
COUNTY OF SUFFOLK
STEVEN BELLONE
SUFFOLK COUNTY EXECUTIVE
DEPARTMENT OF PUBLIC WORKS
DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. ERIC M.HOFMEISTER
DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER
Date: June 4,2018
Town of Southold
PO Box 378
Peconic,NY 11958
To Whom It May Concern:
This is our"subsequent response" to our review of revised plans that an applicant known as Susan
Vanderpool has submitted to us in response to a previously "Disapproved" or "Approval
Withheld" 239f submittal. The original 239f was submitted by your Department to us on May 10,
2018,of which we responded to you and the applicant on May 21,2018.
CR#48,Middle Road
Project Name: Susan Vanderpool
Applicant Name: Susan Vanderpool
Project Location: Southold
SCTM# 1000-74-2-22.1
X APPROVED
❑ DISAPPROVED
❑ APPROVAL WITHHELD
Pursuant to Section-239f of the New York State General Municipal Law and subject to the stated
conditions:
A permit from this Department wilt be required pursuant to Section 136 of the Highway Law for the
proposed access and any improvements this Department deems necessary along the County right-of-way.
By:
William Hillman,P.E.
Chief Engineer
This response supersedes any previous comments on this application.
SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER
v'
(631)852-4100'
335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)852-4079
D.
JUN 1 7 2019 WO clakc,
TOVM OF souracuD
5GALE: 1" 60'-0Ll"
/ DEC 14 :8
ID
••.,_ f r r
,~'''•., ' s I j ---_/' r fr f OSION &SEDIMENT CONTROLt
`• '� ; , i ---- hall include but not be limited to:
; t
/• ,_,h,�~•.� . itii t` �-_ ,f;f,.'' •'A well maintained Construction Ent------.. ra� fre Backed Silt Fencing, stabilization
u
LLI
See
f f •,,� ; �_-�; r' ;rr,•' ding of exposed and/or inactive
it
ARE REQUIRED RAINAGE INSPECTIONSv W
f- f" ,/'- ♦.,� s ;r,%rr%r,•''' ,r ontact TOS Engineering at 765-1560 befor
0
'' f r •' ,r•' Backfill, OR Provide Engineer's Certification Q
•'f---, -� !r -f,. •-' that the drainage has been installed to Code
• ,.' --''"
APPROVAL OF STO
APPROVAL
RMWATER MANAGEMEN
CONTROL
PLAN -T n Code
Date: - I_ r 6
- -.-'' Approved by:
STORM NATER
MANAOEMENT Co CNT PLAN
50ALE: 1" = 20'-0"
• HAY BALES AND/OR SLIT FE G NO
\
♦
\
\
STOCKPILE STORAGE
AREA ♦♦\
600 5.F.
^5' MIN 28♦ r
563' \ (�
WATER SERVICE ggs,
PROPOSED Z
2 STORY FRAME HOUSE I�u Z
IO MIN 4GARA6E
F.F..ioo
V MIN GAR.-21.0'
(y' IOA' V MIN
A
28- DW In 6 ' p
--- N 26.0' DW
5' MIN,,.,
c
LL—1.
NTS `\
u �01 / D;; 26`
* 48.0' '// \♦ F-4,�Ps ' A,,y °C
D ✓ i
0
Z�
D a
AREA OF
N SEPTIC /, 0
LP 4=
■ rn /
/
+ z r r
♦ PROJECT:
i VANDERPOOL
EP o RESIDENCE
rn
32635 MIDDLE RAD
PECONIC, NY 11958
DRAWING TITLE:
STORMWATER MANAGEMENT
CONTROL PLAN
/
PAGE:
PROPOSED
' SW-100
r TEMPORARY /
/ CONCRETE �p••K� '
WASHOUT
r AREA ,' / DATE:12/20/18 1 OF 2
r ,
i
DRYWELL/DRAINAE=' UUGTURE NOTE: '
TAX MAIi
1000-14-2-22.1 A MINIMUM 10'5EP, )N 15
1REQUIRED SETWEEI __ _ -R SERVICE
DISTRICT
R-eo LINE/LATERAL.5/MAIN5/SEPTIG/LEAGHING
DFSGR '�A IPfION %LOT /SEWER AND THE EDGE OF ALL 5TO M NATER
covERAEE STORMWATER DRAINAGE LEACHING
1 v TOTAL LAT AREA 417896.9 5.R STRUCTURES
----------------
PROPOSED HOUSE 4 GARAGE 1,192.0 5F. 0.4% LEADER NOTE:
COV%RW PORCH 496.0 S.F. 0.1% CONNECT ALL LEADER5 COMING
TOTAL.AREA OP ALL PROPOSED FROM GUTTERS TO NEAREST
6TRlJGTURC� 22D8.0 SF. Ob% DRYWELL.
Area of Construction Includes;
DRAINAGE SYSTEM CALCULATIONS New House E Garage
ROOF AREA (PROPOSED)= 2,288 5 Ft. New Porch
2,265 5q,. Ft. X 0.I"1= 56q q Extent of Construction: 2288 scl.ft.
56q/42.2= q.2 VERTICAL FT. OF 5' DIA POOL REQUIRED Extent of Land Disturbance:
PROVIDE (2) 5' DIA. X 5' d (1) 5' DIA. X 4' STORM DRAIN Ig500 sq.ft.+/- ------------------
POOL5 Including structure, excavating, septic, etc.
DRAINAGE SYSTEM CALCULATIONS "TO BE CONTAINED BEHIND SILT FENCING
DRIVEWAY AREA (PROPOSED)= 5,204 Sq,. Ft.
5,204 Scl. Ft. X 0.1'I= 545
545/42.2= 12.5 VERTICAL FT. OF 6' DIA POOL REQUIRED J
PROVIDE (1) 6' DIA. X 6' # (1) 6' DIA. X 5' STORM DRAIN POOL5 -----------------------------------------
1
i
TEST HOLE JJ
eseM
LOAM(OL) 3' ...-------•-•-�
SILIn
SJAHD d !
(SM) Ss- R j1
3 ti
�.............. •--...-.
....
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BORING DATE 03/11/17 , \
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25. INV. ` I �� V J
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(I)Sk 12'DEEP LEACHING POOL PROPOSED °�"' EXPIRES THREE YEARS FROM DATE OF APPROVAL I : �
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1.UNAUTHORIZED ALTERATION OR AMMON TO THIS
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'A °9, 1 \ `\ \\ \\ \\ I I I I J I G,��iq �O MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED
(29) °O� 1 \ \ I I I 1 I O O T SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE
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O(/ IS PREPARED,AND ON HSMERITHEIR BEHALF TO THE TITLE
COMPANY,GOVERNMENTAL AGENCY,AND LENDING
0MT11UTION LISTED HEREON.CERTIFICATKM ARE NOT
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SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD
TEST
AND OTHER PERTINENT FACTS WHICH AN ABSTRACT OF
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OI I I 9.OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE
(30) ,c\ \ \ \ \ 3 1 M I I AND SHOULD NOT BE USED AS A BASIS FOR
\ l \\ \\ \ \\ c�\ I CONSTRUCTION OF FENCES OR OTHER STRUCTURES.
4.SUBSURFACE STRUCTURES ANOWR UTILITIES,IF ANY.
�C� S.HEDGIIEANDFENCE OFFSETS SHOWN ARE TO
A'A��- Oi--
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Gm��O<O� /O QO \ S SGS B.ELEVATIONS SHOWN REFER TO NAwpDATTIM.
C" 1 CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND
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FORMS A MATHEMATICALLY CLOSED FIGURE.THIS SURVEY
WAS PREPARED IN ACCORDANCE WRH THE CURRENT
J\`P�2.SANITA + 9�� CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY
THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL
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BORING DATE PROVIDED
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INFORMATION �yti�tih °
MCDONLD EOSCIEo BY PE[~MIT FOR A.PPI?OVAL 0 CONSTRUCTION FOR A �� � � o�� � O
McooNALo cEosaENCE / 4\
SINGLE F=AMILY RESI`IENCE ONLY / • ��, � �`� 1'
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PROPOSED SANITARY SYSTEM -•----- -r-�- -
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10z`r. ��Ar.IF.1Llt1 UE= L� .r PEC:YQOfr13 �V�<a A%-�s'�0 Off/
(I)8'x 12'DEEP LEACHING POOL PROPOSED _ \ A <in
50%EXPANSION LEACHING POOL ElYP'IRES THRE'YEARS F"rRONi DATA: Or APPROVAL 2
FFL=__.._ �.._ () � SITE PLAN
30.0 /
�`� SUFFOLKCOU=DIST. 1000
INVEL.27.50 /
. COVER SEC. 74 BLK 02 LOT 22.1
EL.27.0 COVER bit
25.5 INV. EL.2G.50 / DATE: 3-10-17 SCALE: 1°=80'
25.2 24.75 1 EL.21.0 TAX LOT 22.1 RO CTNUMBER TEA17-056
12' _ 5.0' _ 30.40• ^/ AREA= 417,896.91 SQ FT
BLDG INV.
ACRES
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12'EPPECTIVE
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B \\OTTOM OF LF, IL11�� f
EL EV. 12.3 `GROUND WATER
ELEV.8.4 REVISION 7-21-17 S.C.H.D. COMMENTS.
PROPOSED SANITARY SYSTEM PROFILE0 40 so 8o REVISION 7-11-17 S.C.H.D. COMMENTS. r,
REVISION 6-23-17 S.C.H.D. COMMENTS. _
1 inch =80ft GRAPHIC SCALE ( IN FEET ) REVISION 4-26-17 S.C.H.D. COMMENTS.
?LIC#050452'
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FEE• BY. NEW YORK STATE & TOV'�,'1N' C )DWS
w/MASONRY FACADE NOTIFY BUILDING DEPARTM NT AT
TO EXTERIOR 765-1802 SAM TO 4 PM FOR THE AS REQUIRED AND CONDI 10 15LOF
DECORATIVE CUPOLA FOLLOWING .INSPECTIONS:
11N CTURAL ASPHALT - _ ® FOR POURED CONCRETE 1. FOUNDATION • TWO REQUIRED
ARCHITECTURAL
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SEAMLESS GUTTERS 3. INSULATION O� -� L SEAMLESS
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MOULDINGS WITHIN ALL CONSTRUCTION SHALL MEET THE U z C\1
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INSTALLER REQUYORKIREMENTS OF THE CODES STATE. NOT RES ONSIBLEFNEW F R � In
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Contact TOS Engineering at 765-1560 before
PROVIDE 4"X 4" CASINGS Backfill,OR Provide Engineer's Certification
WITH DRIP EDGE AROUND ALL that the drainage has been Install--d to Code.
WINDOWS * DOORS;
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1 O O
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2 D3 LU u
1 z
L
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1
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SCALE: 411 = I ,-o,,
U
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71
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EGRE55 IN BASEMENT
A5 PER CODE
LEFT SIDE ELEVATION - -
PAGE:
SCALE: 4" = I ,-o,,
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 2
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
TYP.WALL FRAME-REFER 41
WINDOW AND DOOR SCHEDULE TOBECTIONDETAILS
oz `o �
NEW WINDOW TYP. _O0 _ =
REFER TO PLANS FOR Q ''i Z
TYPE AND 51ZE
IX3 MIN.
SYMBOL MODEL NO. WINDOW TYPE
RIMED
CLEAR GLASS EFFECTIVE PRESSURE REQ'D DESIGN DESIGN PRESSURE QUANTITY SPECIAL NOTES TRIMAROU DPEXTERIOR z w
U Q Q
OPENING AREA WIND AREA ZONE PRESSURE RATING OF WINDOW TYP.
W I TW2G4G TILT WASH 4.69 8.3 1 10 5 30.4 -40.7 40/40 12 14
W2 TW2032 TILT WASH 2.47 4.21 10 4 30.4 -33.0 40/40 8 TYPICAL
W3 TW2 1 04 10 TILT WASH 5.51 10.45 20 5 29.0 -38.0 40/40 4 EGRESS
2 I/2"NO.6 WD SCREWS
W4 TW243 10 TILT WASH 3.65 6.37 10 5 30.4 -40.7 40/40 2 FROYP.AT I G"0.C.MAX.3"
ROM END TYP.
N
W5 TWT26 10 TRANSOM - 0.93 10 5 30.4 -40.71 50 2
I/2"PRECUT STRUCTURAL �
WG TV,/T20 10 TRANSOM - 0.70 10 4 30.4 -33.0 50 3 PLYWOOD WINDOW PANEL
W7 AW28 I AWNING 1 .20 4.40 10 4 30.4 -33.0 60/60 I IN CORNER BEDROOM; PG UPGRADE REQUIRED TYP.FOR ALL WINDOWS
AND GLA55 DOORS.
W8 G44 GLIDING 6.00 10.00 10 4 30.4 -33.0 30/30 1 EGRESS IN BASEMENT O
D 1 3068 HINGED ENTRY 2 THERMATRU - STYLE T.B.D.
D2 FWH29G I I FRENCH WD. HINGED 14.55 9.6 1 10 4 30.4 -33.0 40 2
L
D3 FWHOOG I I FRENCH WD. HINGED 16.72 34.36 50 4 27.2 -29.8 40 1 NO GRILL IN CENTER PANEL
D4 FWT3 1 I I FRENCH WD. TRANSOM - 0.76 10 4 30.4 -33.0 G5 3
ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLE55 OTHERWISE SPECIFIED
WINDOWS* DOORS TO BE WHITE EXTERIOR, WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. _
PROVIDE CLASSIC SERIES LOCKS, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIORSCREEN5 GLAZING PROTECTION DETAIL
COLONIAL STYLE SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS, G OVER I - BETWEEN THE GLA55 NOT TO SCALE O N
� 3 ,
> In z
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B
COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER AWC WINDSPEED COUNCIL m
O
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 7/1 G"WOOD STRUCTURAL PANELS (s) n (LI
WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPAN5 UP TO G'-O"SHALL BE 2 1/2 - #8 WOOD SCREWS AT I G"O/C, FASTENERS
FOR SPANS UP TO 8'-0"SHALL BE 2 112"-#8 AT 12"O/C. TABLE 301 .2. 1 .2
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED
1 .5 TIMES THE DEIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
GLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
I O'-G"
Dowty DECK W o
4"x6 DECKING 0
SECTION p N
B N O �r
Z
SECTION G'-I O" > E
A Lu
D2tr LL
Z O
3068- PROVIDE 45 MINUTE
in
3068 PI RE RATED DOOR WITH w
DOWN N DOWN SELF CLOSING HINGES ...
LANDING UP DOOR SWEEP 8'-0"X 8'-0" DOO W/
4"x6 DECKING o... 3- 92" LVL HEADS ABOVE
12'-G" 2'_9" t s'-3" d II It C520 5TRAPPIN
3- 92" LVL HEA ER WG 2 6 w6 3'-s° CI MUDROOM IL/
� J I
D4 D3 D4 33'_2" o o
= D4 I SECTION
m 14'-G" V U m I C
2x 10 C.J. @ I G" O.C.
x
W5 WI N
CONCRETE BLOCK CHIMNEY 2x6 WALL w/ I POST FROM RIDGE
w/MASONRY FACADE GREAT ROOM R-19 1N5 LATIO FIII I 12'-G" ❑
I� I I �D ZO
TO EXTERIOR G" 2- 2x 10 FLUSH HDR; I I cNv N
U TECO JOISTS -
O
Re 1 O'-9" +/C7 CEILING HEIGHT 3 DIAMETER STRUCTURAL 0
- - - - c.o. 24EX 240LUX 1�2 POUIR ED DIN U
U C) III
CONCRETE FOOTING(TYP.) h+� F
VEINTLE55 GAS FIREPLACE, 5E - L_J o p �q GLOSSO R-30 INSULATION WITHIN a x
12" ABOVE FLOOR; MAKE $ MODEL I a Of
T.B.D. INSTALL AS PER - c� `� 5068 r CEILING 8" DRYWALL ON
ANG ROD w ALL SURFACES _ III °w aa..
WALL LEGEND: MANUFACTURER, ADJUST FRA E _ 3068 5h FLF ABOVE, _ NOTE: co
INTO ROOM ACCORDINGLY. �� POCKET TYPICAL OF ALL PROVIDE WIRING FOR O ERHEAD J a
PROVIDE STONE SURROUND @ CLOSET LOCATION III GARAGE DOOR AS PER U w o
NEW CONSTRUCTION 2- 2x I 0 DROPPED
FACE OF UNIT $TOP MANTLE HEADER e 2 o J
MANUFACTURER SPECIE CATIONS � � o-
2"X 6" STUD FRAME EXTERIOR WALLS, CW5 2068 D2 IN ACCORDANCE WITH HE ^ �_
2" CLOSED CELL SPRAY FOAM BEHIND z'° RESIDENTIAL ELECTRICAL CODE iD
'� ~a
w l C T PANTRY 0 2"-,� OF NEW YORK STATE U o a
R-13 INSULATION, B" PLYWOOD
SHEATHING ON EXTERIOR, HOU5E WRAP CLOSET m m N N zs'-o" .-
3_I" 3'2" �v
3- 1 G" LVL DROPPED HEADER 2668 I " n
t HARDIE CLAPBOARD GYPSUM
SIDING; " 1D SECTION W > v
2 RUNS FULL LENGTH OF OPENINGS I B o N
BOARD ON INTERIOR SIDE 3'-3"
LAUNDRY
u „ = PAI W I I 5'-1 O 112" 14'-3 1/2" 5'-10 112" Z co
GARAGE EXTERIOR WALLS - 2x6 STUD o p CASED OPENING �T 25Q5 0
7577
Qn
I O - x - a' - 3-10 x6 0
FRAME w/ K-19 INSULATION, 8" PLYWOOD I CASED OPENI6N _ zG'-o°
5HEATING, HOUSE WRAP * 51DING; N
J �[
g" GYPSUM BOARD TO INTERIOR 51 DE w F PROV DE VINYL PA w
w/CU B; VENT -1v
O (f) u- PYER,TO EXTERI N x
2"X 4" INTERIOR STUD PARTITION, z I w o z �_ x
Lu
w/ I LAYER 2" GYPSUM BOARD ON EACH ft- m Q 3
TlT7TlO
�
SIDE; USE MOISTUREJMOLD RESISTANT " " x ENTRY 00 m O UP 2468 -
BOARD IN KITCHEN, BATH * MUDROOM X O G'°
AREA5 * USE CEMENT BOARD ON ALL m O
Q ~_ _
J.
AREAS TO RECEIVE TILE I = -E
`� U I� 18" FLUSH LVL
w1
2"X G" STUD FRAME WALL COMMON TO J w _ 2x4 G" Lu
_ � 3068 - @ 16 O.C. Z o
GARAGE; 2" CLOSED CELL SPRAY FOAM, -Iv x THERMATRU m
QD
K-13 INSULATION WITHIN It I LAYER - ENTRY DOO
5' FIRE RATED DRYWALL ON EACH 51DE � m Ln
13'-Io" DI I I'-1 I° 6.7 DOWNE LLu
MAINTAIN 9'-0" CEILING HEIGHT N 3'-10 G'-3 1/2° G'-1o° G'-1o" - - -G'-3 u2" 3'-10"
THROUGHOUT FIRST FLOOR AREA; ,2x4 C.J. @ �j DOWN 4" U
DROPPED HEADERS WHERE SHOWN 1 6;OCA TO PORCH 4x4 PORCH FLOOR BOARDS ` F14 I U-J L
BEADBOARD ON CEILNG O
v COVERED PORCH
PROVIDE 3- 2x 10" HEADERSd - 8'-10"CEILING HEIGHT C
d - ��A I) z
ABIt
ABOVE ALL WINDOWS DOORS I 19 v dU N dU
UNLESS OTHERWISE NOTED; G'-10" // z 3 \\ o
2- 1 4 X 7 4 LVL HEADER; _
HEADER HEIGHT FOR ALL FIRST FLOOR coU
C) WRAP w/ I x AZEK
WINDOWS Z o
. - . - � : - :
SQUARE FOOTAGE AREAS:
s
8'-I I 1/2 b'-I I 112" 8'-8" 8'-I I 112' 8'-I I 1/21'
r,,,,.� '•^"-.,dv Iw�
FIRST FLOOR LIVING SPACE: 1 177 561A.
SECOND FLOOR LIVING SPACE: 9G9 sq. 8 I/2"8 1/2"
GARAGE: G 1 5561A. 40-01'
COVERED FRONT PORCH: 4035C[.ft. secTloN �y '`
34'-0'
70'-0" dy _
21
f I R5T FLOOR PLAN
SCALE: 4" = I ,-o,,
PAGE:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AIND RELATED 3
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
F + N
p Z U
— c
tLQ �tZ
U
SECTION J
A ROOF NOTES: v Q
• GAF architectural asphalt roof
o � oro
shingle over entire roof area.
a
15# felt over 8" CDX Plywood
sheathing with Ice * weather shield
at all perimeters and valleys.
• Gable ends to have 1 '-0" flyers;
a' 51de overhangs to be P-0" with Lin
_O
I x8 fascia and vented, vinyl beaded
soffits. OiL
O
RUNOFF NOTE:
d Gutters continuously around;
1:120 1 2 D Leader locations as per L
o o co
installer - all leaders drain to U
X
10 tL d-
N rJa c i aU 6" O PVC pipe to new drywelis.
M
RUNOFF CALCULATIONS: R/
2373 x . I G7 x 7.5 = 2972 gallons of runoff L _
PULL-DOWN @ (1 ) P-0" x 8'-0" O capacity = 300 gallons O D �2 N
arrlc STAIR 2972/ 300 = 9.9
@ (1) 4'-0" x 8'-0" 0 = 1200 gallon capacity
O N
Runoff Containment Requires:
Ln z 4
S 118" LVL RIDGE (3) 4'-0"d 8'
eep x -0" 0 ring OR equal � m U �
N � o O
(provides 3600 total capacity) m p o
W2
2x6 STUD FRAME GABLE
END WALLS; z"SHEATHING TO
EXTERIOR* EXPOSED STUDS ATTIC
TO ATTIC SIDE UNFINISHED, UNHEATED
PROVIDE 3- 2x8" HEADERS ABOVE
ATTIC WINDOWS; 7-0" HEADER HEIGHT
IN EACH GABLE END
oLU ci� U
02 0-/
�
O � c) WO
N U N Ud (^�J N
C)
N
12 �t
1 O F > E
W
z L
0
LL
SECTION
B
SECTION _
SECTION A b
A
12 W2 2x6 STUD FRAME GABLE
6" END WALLS; �' SHEATHING TO
10
+, F EXTERIOR* EXPOSED STUDS
U PPiEI� ROOF PLAN � � TO ATTIC SIDE
oC 12 0 TYPICAL ALL LAYOVERS -
O - 10 F,� BOLT TO RAFTERS W/8" ❑
SCALE: 4" = I '-011 34'-0" N �9 LAG BOLTS s WASHERS
3'-10" 8'-8" 8'-4" 9'-2" 4'-0"t4 I l
W2 1
EGRE5 W3 W3 W3 EGRESS ATTIC -
3'-4" 9.1 UNFINISHED, UNHEATED V
04 0
0
WALL LEGEND: LT
KNEE WALL E_ P05T RIDGE if a v
NEW CONSTRUCTION I I g" LVL RIDGE CARRY TO FOUNDATION LLJ LL1
2"X G" STUD FRAME EXTERIOR WALL5, _ a
..:c Cr
2" CLOSED CELL SPRAY FOAM BEHIND i-� o a
R-13 INSULATION, 8" PLYWOOD U U 6 J SFCTION _j a
SHEATHING ON EXTERIOR, HOUSE WRAP O O O C U a
HARDIE CLAPBOARD SIDING; z" GYFSU o cu @) BEDROOM N O - o
� � _
BOARD ON INTERIOR SIDE 93%LLI HT m X - . o
5.2%VENT •C.O. N dU -1
t 5.D.
2"X 4" INTERIOR STUD PARTITION, 114 U \�� V
w/ I LAYER 2' GYPSUM BOARD ON EACH PROJECTION BEDROOM
a_
s'-I o"
(WHILE OPEN) 131 scIGH C9 ��
152
SIDE; USE MOISTURE/MOLD RESISTANT p
BOARD IN ALL BATHROOMS * USE CEMENT 2468 3068 2668 E).3%LIGHT _ - O� 12 }
BOARD ON ALL SURFACES TO RECEIVE TILE .co 5.2%VENT cv U3 �P� 10 I? 10 a
4 CLOSET ts.D. — 668
CLOSET N PULL-DOWN 2 \2 z
0 3'_0" 4'-4" HALL I " x8�� �,� Q N:
MAINTAIN 8-0" CEILING HEIGHT � ATTIC STAIR m C.O.•
THROUGHOUT SECOND FLOOR AREA; 246 U- t5D. OIiF�, @ 1 6 R.R.
DROPPED HEADERS WHERE SHOWN ,_2, 5068
C.
•C.O.co2x 10 R.R.
ts.D. OUTLINE UDROOM
PROVIDE 3- 2x8" HEADERS ABOVE N ADJUST OVERHA 0 q @ I G"0.C.
ALL WINDOWS DOORS UNLESS OTHERWISE 2668 CLOSET ? ALIGN w/ PORCH FASC =
NOTED; 0-8" HEADER HEIGHT FOR ALL DOWN 6'-T IF NEEDED
SECOND FLOOR WINDOWSo
GABLE END WALL w2
MASTER BEDROOM 3 1/2"
0 SECTION
191 so.r-r B o
9.3%LIG'iT =
5 2%VENT 0 _ ^'
L.L
a o UO LU
OPEN
O Z O
m — TO BELOW - ® Ut �
z
Q
a N m m 2x6 R.R. (� U)
L @ IG" O.C. W
o O - m
�o
0
N Uj
12
2x6 R.R. LANDING 5 3
@ I G" O.C. 2Cc
468
� z
0
12 13'kwi ) -10" I '-I I" 6'-7" - y z O
3'-10"�' 6'-3 /2" 6'-10"�' --6'-10" 0-3 112" W z
34'-0"
3 112"
+��\e 12 PORCH ROOF 12
•.i r�,i
51 51
SECTION
A
SECOND FLOOR ROOF PLAN PAGE:
SCALE: 4" = I ,-o,,
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
� mo
(L N
p Z 6 U
O � �
Cc Z
C�
Z
J
U Q
Q (!) C) m
D
0
L
4-� ry
73
70'_0" (O
33'-6" 36'-6'•
n �p_ N
N 0 0
2-2x 10"ACQ GIRDER N
SECTION Q p
B p Ln
NUa
8" DIAMETER ANCHOR;BOLTS
W/7" MIN. DEPTH @ 48"O.C. SECgTION 2x8"ACQ LE GER —
W/ MIN. 3"X3"x8" WASHER @PLATE —
PROVIDE SIMPSON PHD5 °
HOLDDOWN (TYP. 2) 1'-4" 6-4" 4" a ( N
ol
u
ANCHORS AT ALL CORNERS PROV. EPDXIED #4 STEEL a
THROUGHOUT N I I REBAR VERT. @ 12" O.C.
2-2x I O" ACQ GIKIDE � PINE 5TA IRS AND INTO FOUNDATION WALLS W O
8" POURED CONCRETE < - I HANDRAf15EK5
; CLOSE OX WALLS ABUTTING T) N
FOUNDATION WALL W% " co - I (TYPICAL ALL AREAS) I O
P-4"X 8" d. FTG.; PROV. (x @� O
2-#4 REBAR IN FOOTING 2x8 AC"EDDszER = ° I I I _ �t
C.O. GARAGE {
(TYPICAL ALL AREAS) ° ° ° ° ° ° i e s o. "' '-'
° — 4175 SE 4" POURED CONCRETE SLAB ° &-
WINDOW I ON COMPACTED FILL WITH 5ECTION llJ
DAMP PROOF PERIMETER U W.W.M. G X G/ 10 X 10 C Z o
N OF FOUNDATION WALL
o (CONTINUOUS AROUND ALL AREAS) O O GAUGE WIRE (TYP. ALL AREAS
- WITHIN GARAGE) SIMPSON HTT22 METAL
uiLu
HOLD DOWN ANCHORS AT
MASONRY CHIMNEY 9= FLUE aU LAUNDRY GARAGE DOOR OPENINGS u4 n
�- O
PROV. EPDXIED#4 STEEL �1
FOR FUTURE WOOD STOVE; _ � HOOK-UP ) p
° REBAR VERT. @ 12" O.C. _
SIZE AS PER MASON I I Z (D n
INTO FOUNDATION WALLS 12'-4° 0 N N
`' WALLS ABUTTING 4" POURED CONCRETE v
SLAB ON COMPACTED FILL; uP o Q
(TYPICAL ALL AREAS) O p I 24"X 24"X 12" POURED
TR-30 INSULATION THRU �
m ALL AREAS z" DRYWALL ON m DOUBLE JOIST FRAMING CONCRETE FOOTING O
CEILING AND GIRDER/HEADERS F @� UNDER COLUMN IN GARAGE p
@ STAIR OPENING
PITCH FL OR I •. • I Q �
3 z" DIAMETER STRUCTURAL - B SEMENT m Q
2'-9 112° STEEL COLUMN BURIED IN 8'-0" HEIGHT T UNDERSIDE CF JOISTS II I I I
24"X 24"X 12" POURED THIS FOOTING TO BE
CONCRETE FOOTING (TYP.) 30"X 30"X 18" POURED
SCAPEWELL WINDOW CONCRETE "15.D. I LOCATION OF TRAP ❑
WELL SYSTEM by BILCO $WASTE EXIT G 10 ° I I
TIERS AS NEEDED FOR 3 1 18" LVL DROPPED GIRDS °
`D GRADE ;• ' _ 01 LOWERFOUNDATIO^J WALL
N — HEIGHT AT DOOR OPENING U
ANDERSEN G44 -3 1/2" 9'_2" 7-2" 7.2" f...�
secrloN II N STEP FOOTINGSGLIDING WINPQW� Ln l L [-J °
BOTTOM SILL NOT TO 32 8 BEAM POCKET B I I " Ln
M--i
11 LOCATION OF ° °
U
v EXCEED 44"ABOVE d ROVE o, o• o . ° o• o• o F
FINISHED FLOOR O p PROVIDE BRIDGINGA I 2x8 ACQ D.J.II II QJ a v
4'-5" I W8 n THROUGHOUT ENTIRE I I @ I G" O.C. �, °a
° FLOOR SYSTEM, 8-0' O.C.; wI I ^�
o p 26.0" J Q
N a"T*G PLYWOOD SHEATHING I I �,
8 liz" _ ABOVE, GLUED SCREWED DOUBLE JOISTS UNDER I pII I i
IIALL PARTITIONS RUNNING I Q o
3 m PARALLEL(NP. ALL AREAS) OI I 14 �a
II U oQ
(u PROVIDE SIMPSON LGUM SERIES 0—
LL
-
° CONNECTOR BOLTED TO FOUNDATION v
2x8 ACC, D.J. I I I > o w/TITEN HD 8"X 4" BOLTS, TYPICAL ALL a o N
@ IC.C. _ I GIRDER/FOUNDATION CONNECTIONS _
w r;� LOCATION OFNIEW 0-0" FOUNDATION WALL LEGEND: FOUNDATION NOTES: c
— m — WATER SERVICE
o �6._0.. ° I_ I — —
_ 8" POURED CONCRETE • DOUBLE JOISTS UNDER ALL PARTITIONS
- 0 I° — — FOUNDATION WALL RUNNING PARALLEL
_ x8 ACQ D.J. WITH P-4"X 8" FOOTING; • PROVIDE BRIDGING THROUGHOUT ENTIRE
Q @ I G" O.G. I 8'-0"WALL HEIGHT FLOOR SYSTEM, 8'-0" o.c.
O Off' p 2x8" ACQ LEDGER BOLTED o �j . 3
�? I 4 TSG PLYWOOD SHEATHING ABOVE TO
IIN dp�x� 0 O TO HOUSE FRAME WITH 5' 0 O — — 8" POURED CONCRETE BE GLUED and SCREWED
IIN �jPG O� Q LEDGERLOK SCREWS @ 16 O.C.; Q � \� I • 4" POURED CONCRETE SLAB ON COMPACT
+�0�O, 0 - HANG D.J. FROM LEDGER WITH c0 - I FOUNDATION WALL
FILL
@0) 51MP50N LU28 CONNECTOR (� aU
MIN. 3'-0" BELOW GRADE • R-30 INSULATION WITHIN CEILING OF ALL
222x 10" ACQ GIRDER AREAS - CRAWL t FULL HEIGHT
— LLJ
• MIN. 2" DRYWALL ON ALL SURFACES OF Z o
— — ENGINEERED LUMBER, INCLUDING JOISTS, GIRDERS
iT
AND HEADERS ,n
• 1.
8'-1 1 1 12 8'-1 1 112" a- 8'-1 1 112" "X G" ACQ POSTS O N I EGRESS WINDOW AS SHOWN; LOCATION CAN W
L
8 112" rSECTION ONOTUBE w/POURED 8 112" BE ADJUSTED TO ACCOMMODATE UTILITIES, WASTE Q m
LINES, EXTERIOR PORCHES, ETC.
q 0"x 20"x FOOTING • BASEMENT WINDOWS TO HAVE A MINIMUM OF CZ
O"x 20"x 8"d., MIN. 3G"
34.0" LOW GRADE 2- 2x6 HEADER ABOVE }
( PICAL ALL FOOTINGS)
FOUNDATION PLAN - "?�
r �
SCALE: 4" = I '-0" to : 0 Z
,,11
PAGE:
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 5
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
m
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0
u N
U z U
cn < z
C�
z_
W
J lLJ
ATTIC DECORATIVE PRE-FAB OEEI Q >-
CUPOLA o N o CD
1 18" LVL RIDGE;
51MP50N C520
CONNECTOR(TYP. ALL)
N
O
ARCHITECTURAL ASPHALT
12 ROOFING WITH 15# FELT
10 OVER 8" CDX PLYWOOD p
�+ WITH ICE *WEATHER SHEILD
TO OUIN ATI N R �0� @ PERIMETERS + VALLEYS
I I8" LVL RIDGE;
51MP50N C520 2 1 OR R. I G" : .C.--
CONNECTOR
(NP. ALL) BEDROOM y0 ATTIC O BOLT ALL CJ TO RR w/ 2- " CB +'
WINDOW WITHIN BACK _ C' z N
CORNER BEDROOM — �2 � 73
-
2+ TYPICAL ALL LAYOVERS - SIMPSON H7 CONNECTOR
BOLT TO RAFTERS W/8"
12 LAG BOLTS $WASHERS I x8 AZEK FASCIA, CENTER O
G 0 C.
10 2x G" 4" PLYWOOD ATTIC SUBFLOOR BEADED VENTED VINYL �- —
O @ SOFFIT; 12 OVERHANGSN
2x 10 C.J. @ I G" O.C. z 0 N
CLOSED CELL SPRAY K-30 INSULATIONz
pOAM * R-2 I INSULATION PROVIDE I LAYER 3- 9j" L L DROPPED IN CEILING OVER m v 4
,L+� 4" CLOSED CELL SPRAY WITHIN CEILING THRU-OUT B" FIRE RATED DRYWALL UNCONDITIONED Lp E O
FOAM R-21 INSULATION ON ALL SURFACES WITHIN GARAGE TO BE 2xG STUD FRAME
GARAGE EXTERIOR WALL I G" O.C. w/ R-19 N O
WITHIN CEILING, ALL AREAS GARAGE @
2x 10 C.J. @ I G" O.C. INSULATION, 8" CDX PLYWOOD SHEATHING,
GARAGE 8'-0"X 8'-0" DOOR w/ i� HOUSE WRAF * HARDIE LAP BOARD t
KITCHEN UDR M q 3- 14"X 9z" LVL HEADER BATTEN SIDING WHERE SHOWN
2- 2x 10 FLUSH HEADER N UNHEATED, UNFINISHED ABOVE CS20 STRAPPING
PROVIDE TEC05 @ CJ 2xG STUD FRAME PROVIDE 2" CLOS CEL ,
PARTITION BETWEEN SPRAY FOAM * R-13 INSULATION o
3- 2x 10 HEADER ABOVE;
KITCHEN t MUDROOM IN WALLS COMMON TO 1..
C520 STRAPPING 2,4 INTERIOR STUD 3 2 DIAMETER STRUCTURAL i
PARTITION 2xG STUD FRAME EXTERIOR GARAGEAREA; I LAYER STEEL COLUMN BURIED IN ii
WALL @ I G" O.C. w/ 2" CLOSED CELL FIRE RAT D DRYWALL 0 24"X 24"X 12" POURED
EACH SI E OF CONCRETE FOOTING (TYP.) �i
SPRAY FOAM � R-13 INSULATION, ii 8" DIAMETER ANCHOR BOLTS
PORCH ENTRANCE POCKET DR DOOR TO BASEMENT -5" CDX PLYWOOD SHEATHING, Z _
�� W/7" MIN. DEPTH 48" O.C.
a 118 TJI 5G0 FJ @ I G OC PITCH SLAB TOWARDS @ W O
�TO MUDROOM TO KITCHEN HOUSE WRAP HARDIE LAP SIDING DOOR @ 8"!FT. W/MIN. 3"X3"x8"WASHER @ PLATE N
DOUBLE JOISTS 1 --------------------------------------
171 O N
8" POURED CONCRETE _
FLOOR HEIGHT TO� AROUND STAIR FRAME FOUNDATION WALL W/ E
DECKING 2"X G" ACQ SILL PLATE
I I Z"TJI 5G0 ��R-30 OVER TERMITE SHIELDSTAIRS UNEXCAVATED I'-4"X 8" d. FTG.; PROV. W
F.J. @ I G" O.C. OVER SILL SEAL; BASEMENT 2-#4 REBAR IN FOOTING
PROVIDE 51MP50N C520 (TYPICAL ALL AREAS) z LLp
7W/ LPT4 CONNECTORS
_5' DIAMETER ANCHOR BOLTS
BASEMENT STAIR W/7" MIN. DEPTH @ 48" O.C.
W/MIN. 3"X3"x8" WASHER @ PLATE
8" POURED CONCRETE BUILDING SECTION IIcII
FOUNDATION WALL W/ SCALE: 1'
1'-4"X 8" d. FTG.; FKOV.
2-#4 REBAR IN FOOTING
(TYPICAL ALL AREAS)
CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS
BUILDING SECTION "B" a
PROVIDE 112"SPACING
SCALE: 4" = I ,-o,, BETWEEN THE END STUD
NOTCHED RAFTER AND E 2 OTHER STUDS r 1
RAFTER UPPER SHEARWALL FORALLOWING U
r� I RIDGE BOLTS HOLDDOWN INSTALLATION CONNECT CORNER STUD o
RIDGE CORNER BRACKET TO TRANSFER SHEAR
ANCHOR FASTEN WITH(2)16d v
' COMMON NAILS @ 6"O.C.
SIDEWALLQ z
ENDWALL c<
w�
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING II THREADED ROD SHEAR WALL CORNER CONNECTION o
�-- DOUBLE PLATEOf
�--1 �O
U oa
ANCHOR KING STUDS i--1 A
�— CORNER BRACKET
BOLTS h -4
z
RAFTER LOWER SHEARWALL CRIPPLE STUD °�
x�
z co
SHEARWALL TO SHEARWALL HEADER Q
RAFTER
SHEARWALL HOLD-DOWN DETAILS
�.
TOP PLATE N.T.S. JACK STUDS
DOUBLE TOP PLATE TOP PLATE _fl
TYPICAL HEADER III �.. ,�� 3/8" PLYWOOD SPACER WALL STUD
OR A�5 PER PLANS i i I I WALL STUD
MT5_4C RAFTER TIE TYPICAL HEADER CONNECTION
BY 51MP50N OR EQ. III I I TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION
TYP. AT WIN. HDR. III Roucy m/I op WOOD HEADER/WOOD BEAM
R R AT I G" O.C. AS PER PLANS ��R/IyN�N�Nc
IIS . . LLJ REFER TO FLOOR PLAN
II II I II
(2) 2"xG"JACK STUDS
2ND.FLOOR WALL STUD
DBL. TOP PLATE AT �IjIJ 2NG" KING STUDSLn
7 SECOND FLOOR OR (FYP TO BOTH SIDES)
AT SINGLE STORY HEADER DETAIL LU
NOT TO SCALE
2ND.FLOOR PLATE
— — ( SUBFILOOR
WOOD JOIST WOOD JOIST RIM BOARD .�
I I/4"X24" 20 GAGE
II II I j i I( HEADER STRAPS TYP. +'-o• DDL.
vnNoow 2XG TOP PLATE BLOCKING JOIST HANGER W
II II II II II AT 2ND FLK. EXT. — 1ST.FLOOR TOP PLATES 3
� �.. USE 8d COMMON NAILS @ G" GIRDER/HEADER Q
OPENING I WALLS II II III iII II 2"XG"WALL FRAME @ I G" O.C. I O.C. AT FIELD AND 4" @
WOOD GIRDER >- o
-
-7) EDGES REFER TO PLANS WOOD JOIST 1ST FLOOR WALL STUD U
SII I! 11/4"X24" 20 GAGE I FOR DESIGNATED AREAS ZQ �
2XG BLOCKING TYP. D
II II II II JACK STUD STRAPS TYP. �. Mz
4 z III I AT SEAM AT ALL AT 2 SIDES OF OPENING
BLDG. CORNERS JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER ` �� "1 F'O ✓�
- 2XG WD STUDS AT
RIM JOISTTYPICAL MULTI-STORY CONNECTIONS O ��
I G O.C. TYP. G� AVk `4s�r�
1/2" CDX EXTERIOR GRADE 1ST.FLOOR WALL STUD
I 114"X24" 20 GAGE
PLYWOOD SHEATHING
HEADER STRAPS TYP. _ TYP
.........IL
AT EACH STUD _ _ _ _ RIM JOIST AS PER PLANS 1ST.FLOOR PLATE 5
REMOVE EXISTING SHEATHING \ SUBFLOOR
AS REQUIRED TO APPLY STRAPS
WALL/HEADER EADER WALL STUD WALL STUD RIM BOARD
BOTTOM PLATE BOTTOM PLATE
NOT TO SCALE BATHTUB SUB FLOOR DOUBLE SILL PLATE
NAILING DETAIL (ELEVATION) DOUBLE JOIST DOUBLE JOIST
FOUNDATION WALL
NOT TO SCALE
TYPICAL WALL STRAPPING DETAILS
PAGE:
NOT TO SCALE
DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 7
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW