HomeMy WebLinkAbout39082-z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
N TOWN CLERK'S OFFICE
• 4,�; SOUTHOLD, NY
.i4
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#: 39082 Date: 8/4/2014
Permission is hereby granted to:
Blackley, James & Blackley, Kathleen
2457 Foxdale Ave
Oceanside, NY 11572
To: Additions and alterations to an existing single family dwelling as applied for per
Trustee approval.
VD
Ncr � � ��
At premises located at:
415 Harbor Lights Dr, Southold
SCTM #473889
Sec/Block/Lot# 71.-2-4
Pursuant to application dated 7/28/2014 and approved by the Building Inspector.
To expire on 2/3/2016.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,181.60
CO -ADDITION TO DWELLING $50.00
Total: $1,231.60
Buil ng In ector
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
Date.
T
New Construction: Old or Pre-existing/Building:
_� (check one) (�
Location of Property: �/5 Art-ber L/zaa.-4 dew— C.K a Ick
House No. Street
" �'V �1 p Hamlet
Owner or Owners of Property: t/a te.J e C/`f�!��' o & C�/�V !eG&.j
Suffolk County Tax Map No 1000,/Section V Block 02Lot
Subdivision I arb d Y [�G/�l �f�� Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
FIELD mossueg REPopeT DATE COMMENTS
FOUNDATION(1ST) �
- ------ ---... .-..----»- �.
FOUNDATION(2ND)
rA
ROUGH FSO&
PLUMING
INSULATION PER N.Y. y
STATE ENERGY CiDDE
FINAL ,
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V
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
SoutholdTown.NorthFork.net PERMIT NO. '520 Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined ,20 Storm-Water Assessment Form
Contact:
Approved 20 / Mail to:
Disapproved a/c
Phone:
2-
Expiration 120 0
Cuilding Inspector
APPLICATION FOR BUILDING PERMIT
r I
Jl;_ ,�
Date � 20
- INSTRUCTIONS
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,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
TnWtA
(Signature of applicant or name,if a corporation)
(Mailing ad ss of applicant)U
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
AIra- u sect
Name of owner of premises G1.v.d CSI I-VWl 1r71Q Ck (t 4
(As on the tax r 1 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. (� Q U f �tx opt awa KA,
Other Trade's License No. +
1. Location of land on whippropose work will be done:
41yiye, 0
House Number Street Hamlet
County Tax Map No. 1000 Section_ Block Lot d
Subdivision flekbor y in -J► rS' �-S Filed Map No. $i Lot
2. State existing use and occupancy of premises and intended Aise and occqpancy of proposed construction:
a. Existing use and occupancy Yl ±AJJAi (,N � i1 Cie
b. Intended use and occupancy ,Q,
3. Nature of work(check which applicable):New Building Addition V Alteration V/
Repair Removal Demolition Other Work
4. Estimated Cost— coo coo Fee (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units 04e, Number of dwelling units on each floor
If garage, number of cars wo— 04-56164
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. IVA
7. Dimensions of existing structures if any: Front , i1
Rear J�Jr�'7U h Depth I ��
Height Number of Stories two
Dimensions of same structure with alterations or additions: Front ���4- 11 Rear 5.r+3 rr
Depth Height I-,2 Number of Stories tU2 p
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front too � Rear tee 1 Depth o?U 41
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated rV
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓
13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO i1
14.Names of Owner of premises B L4Ckteq Address OCPIv s &NY Phone No.616 M �'053
Name of Architect 1'i S Y V1, Address Phone No Tay !oLLFO5
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES +/ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO V
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFSA )
TGtf MA-S C t EO"e-,k being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above Fnamed,
(S)He is the ��,r I.NUe Gf
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this (/
p1 day of 20 T
Pi � Ae��
N�7ARY
NFW RI HA Signature of Applicant
,STATE OF NEW YORK
NO.01 R16042467
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES MAY 30,20 l�
John M. Bredemeyer III,President Town Hall Annex
Michael J. Domino,Vice-President 54375 Main Road
P.O.Box 1179
James F. King, Trustee Southold, New York 11971-0959
Dave Bergen,Trustee
Charles J. Sanders,Trustee Telephone(631) 765-1892
Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 8407A
Date of Receipt of Application: March 25, 2014
Applicant: James & Kathleen Blackley
SCTM#: 71-2-4
Project Location: 415 Harbor Lights Drive, Southold
Date of Resolution/issuance: April 23, 2014
Date of Expiration: April 23, 2016
Reviewed by: Trustee Michael J. Domino
Project Description: To construct a new 52sq.ft. water side deck; and construct
an 84sq.ft. addition for entry foyer onto landward side of existing (totaling 2,726
sq.ft. first floor footprint) dwelling with attached garage.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by Samuels & Steelman Architects, last dated March 20, 2014,
and stamped approved on April 23, 2014.
Special Conditions: None
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
John M. Bredemeyer III,®President
Board of Trustees
New York State Department of Environmental Conservation
Building 40-SUNY.Stony Brook,New York 11790-2356
Tebphone(518)444-0365 AIM
Facskmiie (S16)444-0360
John P.Cahiii
Commissioner
TIDAL XEMND LETTER OF NOR__JURI8D3:=!rON
Mr. Robert Stickle November 20, 1998
62 Lakeshore Blvd.
Massapequa, NY 11758 Re: 1-4738-02053/00001
Harbor Lights Drive
SCTM#1000-71-2-4
Southold
Dear Mr. Stickle:
Based on the -irifcrmat cri -you- have--sutmiitted, ttie Neta '.t rT--State
Department of Environmental Conservation has determined at:
The property landward of the bulkhead greater than 10C feet in
length, constructed prior to 8/20/77, as shown on t1le survey
prepared by Joseph Ingegno dated 8/11/98 revised 9/ /98, and
confirmed by Department technical staff -to be evidenced on Tidal
Wetland Map#718-546 and- IR/BW#724, is beyond Article 5 (Tidal
Wetland) jurisdiction.
Therefore, in accordance with the current Tidal Wetlands Land Use
Regulations (6NYCRR Part 661) no_ permit is required under a Tidal
Wetlands Act . Please be advised,. however, that no-cons ruction,
sedimentation, or disturbance of any kind may take place award of
the tidal wetlands jurisdictional boundary, as indica-t d above,
without a permit. It is your responsibility to ensure that all
necessary, precautions are taken to prevent any sedimen ation or
other alteration or disturbance to the ground surface or getation
within Tidal Wetlands jurisdiction which may result from your
project. Such precautions may include maintaining adegiate work
area between the tidal wetland jurisdictional boundary and your
. -project- (i..43-, -a 15 t--ta:-,20'- -wade-
temporary fence, barrier, or hay bale berm.
- Please be further advised that this eater does not reli yo f
the responsibility of obtaining any ecessary permits approval
from other agencies.
- erely,/ /
{
LT8 Administrator
cc:BMHP �G Z / j/ P �a
C. Mesiano, Inca _v
File
Scott A. Russell James James A. Richter, R.A.
SUPERVISOR Michael M. Collins P.E.
SOUTHOLD TOWN HALL-P.O.Box 1179 "Q 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 441 Fax#: (631)-765-9015
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US � JAMIE.RICHTER®TOWN.SOUTHOLD.NY.US
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT )
PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application.
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER: (if Different from Applicant)
NAME: Samuels and Steelman Architects NAME: JAMES&KATHLEEN BLACKLEY
ADDRESS: 25235 Main Road ADDRESS: 2457 FOXDALE AVENUE
Cutchogue,New York 11935 OCEANSIDE,NY 11572
Telephone Number: 631 734 6405 Telephone Number:
Completed Applications can be picked up at the Engineering Department after being notified by the Department,or;
it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope& Appropriate Postage.
DATE: FEB. 27,2014 Property Address / Location of Construction Work
415 HARBOR LIGHTS DRIVE,SOUTHOLD,NY 11971
SCTM #: 1000 71 02 04
District Section Block Lot
Required Documents for Stormwater Review:
Copy of Complete Building Permit Application.
Stormwater Management Control Plan. (2 Sets)
Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are
created,and/or when existing Roof Systems,Driveways, Patios or other Impervious Surfaces are Re-Surfaced.
De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review!
Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows, Deck Construction
with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work.
A Complete Description of the Scope of Work Proposed under the Building Permit Application.
A Completed Storp4ter Review Checklist. If No or NA are Indicated, Justification is Required.
**
FOR RI G DEPARTMENT USE ONLY ****
Reviewed By: r Date:
App /nal
F-1 Add
ormation Required:
���, CHAPTER 236
STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST
1 DATE: January 22,2014 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other)
1 NAME: Samuels and Steelman Architects
S C T M #: 1000 59 07 26
Telephone Number: 631 734 6405
District Section Block Lot
S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided!
1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTNA If You answered No or NA to any Item, Please Provide Justification Here!
YE NO If you need additional room for explanations, Please Provide additional Pa
show all of the following items: Y P Per.
a. Location& Description of Property Boundaries 0
b. Total Site Acreage. 0O
c. Existing-Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(c)(2).
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X No subsurface drainage or septic is planned
e. Limits of Clearing& Area of Proposed Land Disturbance. X
f. Existing&Proposed Contours of the Site (Minimum z Intervals) X No grading is p anne ,existing grades to remain
g. Location of all existing& proposed structures, roads,
driveways,sidewalks, drainage improvements&utilities.
h. Spot Grades&Finish Floor Elevations for all existing& No grading is planned,existing grades to remain
proposed structures.
1. Location of proposed Swimming Pool and discharge ring. M0 No swimming pool is planned
j. Location of proposed Soil Stockpile Area(s). 00
k. Location of proposed Construction Entrance/Staging Area(s). X ==
1. Locat ion of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures. ®=
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater improvements are sized to capture,store,and infiltrateX OOtv `
on-site the run-off from all impervious surfaces generated by a two V)inch
rainfall/storm event.
3. Details&Sectional Drawings for stormwater practices are required for approval.
Items requiring details shall include but not be limited to: pilph
a. Erosion&Sediment Controls. X00
b. Construction Entrance &Site Access. ==
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X�= Existing to remain, no new drainage structures planned
d. Leaching Structures (e.g. infiltration basins,swales,etc.) ®0 None required
FORM * SWCP Check List-TOS JAN 2014
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB. LOT
w 7?
f�O MER OWNER E ACR.
S W TYPE OF BUILDING
RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
oto
44-2
—iZ2,0 600
11,300 13
K -e k +
31J q I D 9 P--#� 3 55�Ifi 00 y -h , d -C -h L�41A b
--q4 3 le 98
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable FRONTAGE ONWATER
Woodland FRONTAGE ON ROAD
Meadowland DEPTH
House Plot BULKHEAD
Total DOCK
4
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S A M U E L S &
S T E E L M A N
July 25, 2014 •
Southold Town Building Department
Town Hall Annex
Main Road
Southold, NY 11971
Re: ADDITIONS & RENOVATIONS TO THE BLACKLEY RESIDENCE
415 Harbor Lights Drive
Southold, NY
SCTM # 1000-71-02-04
This project includes renovations to an existing residence, including a partial new
second floor (a partial second floor already exists). There is no net gain in bedrooms
(one is added, one is eliminated). The entire house is located in the X-Zone on FEMA
maps. Attached documentation includes the following:
1) Building Permit Application
2) Four (4) sets stamped Construction Drawings
3) Survey
4) DEC Letter of Non-Jurisdiction
5) Southold Trustees Permit
6) Storm Water Management Control Plan
7) REScheck Compliance Certificate
8) Application for Certificate of Occupancy
9) Check for $250.
Please review the enclosed and get back to me with any questions. If application is
complete, please prepare a BUILDING PERMIT, and contact my office with a total fee
for same.
As always, I appreciate your efforts.
Sincerely,
;t".
Thomas C. Samuels
ARCHITECTS
25235 MAIN ROAD
CUTCHOGUE, NEW YORK 11935
(631)734-6405
FAX(631) 734-6407
AALREScheck Software Version 4.5.0
Compliance Certificate
Project The Blackley Residence
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5750 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
415 Harbor Lights Drive James and Kathleen Blackley Samuels and Steelman Architects
Southold, NY 11971 2457 Foxdale Ave. 25235 Main Road
Oceanside, NY 11572 Cutchogue, NY 11935
631-734-6405
Tom@SamuelsandSteelman.com
Compliance: 18.0%Better Than Code Maximum UA: 737 Your UA: 604
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Glazing
Cavity Cont.
Assembly or or Door UA
Perimeter 11.11-Factor
Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2,107 30.0 2.2 0.030 63
Floor 2: Slab-On-Grade:Unheated 95 2.2 0.853 81
Insulation depth: 2.0'
North Wall: Wood Frame, 16" o.c. 1,125 19.0 2.2 0.052 37
Window 1:Wood Frame:Double Pane 16 0.320 5
Window 2: Wood Frame:Double Pane 16 0.320 5
Window 3:Wood Frame:Double Pane 11 0.320 4
Window 4:Wood Frame:Double Pane 11 0.320 4
Window 5: Wood Frame:Double Pane 11 0.320 4
Window 6: Wood Frame:Double Pane 22 0.320 7
Window 7:Wood Frame:Double Pane 22 0.320 7
Window 8: Wood Frame:Double Pane 5 0.320 2
Window 9: Wood Frame:Double Pane 5 0.320 2
Window 10: Wood Frame:Double Pane 5 0.320 2
Window 11: Wood Frame:Double Pane 5 0.320 2
Window 12: Wood Frame:Double Pane 12 0.320 4
Window 13: Wood Frame:Double Pane 12 0.320 4
Window 14: Wood Frame:Double Pane 11 0.320 4
Project Title: The Blackley Residence Report date: 07/25/14
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Blackley\Energy Page 1 of 3
Calc\EnercyCalc.rck
Gross Area Glazing
Assembly or Cavity Cont. or Door UA
Window 15: Wood Frame:Double Pane 11 0.320 4
Window 16: Wood Frame:Double Pane 11 0.320 4
Window 17: Wood Frame:Double Pane 13 0.320 4
Window 18: Wood Frame:Double Pane 13 0.320 4
Door 1: Glass 88 0.320 28
Door 2: Glass 76 0.320 24
Door 3: Glass 38 0.320 12
South Wall: Wood Frame, 16" o.c. 838 19.0 2.2 0.052 30
Window 19: Wood Frame:Double Pane 4 0.320 1
Window 20: Wood Frame:Double Pane 4 0.320 1
Window 21: Wood Frame:Double Pane 5 0.320 2
Window 22: Wood Frame:Double Pane 5 0.320 2
Window 23: Wood Frame:Double Pane 5 0.320 2
Window 24: Wood Frame:Double Pane 9 0.320 3
Window 25: Wood Frame:Double Pane 9 0.320 3
Window 26: Wood Frame:Double Pane 9 0.320 3
Window 27: Wood Frame:Double Pane 9 0.320 3
Window 28: Wood Frame:Double Pane 9 0.320 3
Window 29: Wood Frame:Double Pane 9 0.320 3
Window 30: Wood Frame:Double Pane 5 0.320 2
Window 31: Wood Frame:Double Pane 5 0.320 2
Window 32: Wood Frame:Double Pane 8 0.320 3
Window 33: Wood Frame:Double Pane 8 0.320 3
Window 34: Wood Frame:Double Pane 9 0.320 3
Window 35: Wood Frame:Double Pane 9 0.320 3
Window 36: Wood Frame:Double Pane 9 0.320 3
Window 37: Wood Frame:Double Pane 4 0.320 1
Window 38: Wood Frame:Double Pane 4 0.320 1
Door 4: Solid 20 0.320 6
Door 5: Solid 112 0.320 36
East Wall: Wood Frame, 16" o.c. 706 19.0 2.2 0.052 35
Window 39: Wood Frame:Double Pane 13 0.320 4
Window 40: Wood Frame:Double Pane 7 0.320 2
Window 41: Wood Frame:Double Pane 5 0.320 2
West Wall: Wood Frame, 16"o.c. 667 19.0 2.2 0.052 33
Window 42: Wood Frame:Double Pane 5 0.320 2
Window 43: Wood Frame:Double Pane 5 0.320 2
Window 44: Wood Frame:Double Pane 5 0.320 2
Window 45: Wood Frame:Double Pane 6 0.320 2
Window 46: Wood Frame:Double Pane 8 0.320 3
Project Title: The Blackley Residence Report date: 07/25/14
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Blackley\Energy Page 2 of 3
Calc\EnercyCalc.rck
f
1 York
.,.:
o. Conservation
Energy
Construction Code
Efficiency
Certificate
{ E
Wall 21.20
Floor 32.20
Ceiling / Roof 37.00
Ductwork (unconditioned spaces):
Window 0.32
Door 0.32
Skylight 0.37
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
Gross Area Glazing
Cavity Cont.
Assembly or R-Value R-Value or Door UA
Window 47: Wood Frame:Double Pane 8 0.320 3
Ceiling 1: Flat Ceiling or Scissor Truss 2,570 30.0 7.0 0.028 72
Skylight 1:Wood Frame:Double Pane 8 0.370 3
Skylight 2: Wood Frame:Double Pane 8 0.370 3
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 2010 New York Energy
Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in
the REScheck I 7/Z'5—/1
pe�t ����JJssioryZheck ui A-fA
Name-Title cc S ture L'1 e
Project Title: The Blackley Residence Report date: 07/25/14
Data filename: \\NAS\share\Office files\Common autocad files\ACTIVE PROJECTS\Blackley\Energy Page 3 of 3
Calc\EnercyCalc.rck
SURVEY OF
LOT 46
MAP OF
HARBOR LIGHTS ESTATES
SECTION TWO
FILE No. 4681 FILED JULY 26, 1966 h
SITUATE
BAYVIEW S 64. � -4*A
TOWN OF SOUTHOLD 28'70,, cRFF� 0'P
SUFFOLK COUNTY, NEW YORK c4il, 00
14Z)
S.C. TAX No. 1000_71 02 04 0 .
SCALE 1 "=20' po,
AUGUST 11 , 1998 CIV e•
SEPTEMBER 3, 1998 ADDED PLOT PLAN - = • w
OCTOBER 31 , 1998 REVISED PLOT PLAN 'o•� : -`. ,r ,
Ocb
NOV. 19, 1998 REVISED SEPTIC SYS. LOCATION �^;'�'`?.+:'�, , . 100 0
DEC. 8, 1998 REVISED PROP. HOUSE �oN` •� •00,
MAY 17, 1999 REVISED PROP. SEPTIC SYS. anti Fq
JAN. 19, 2000 REVISED PROP. GRADES
FEB. 172 2000 ADDED ROW OF HAY BALES & BUFFER e
MAY 8, 2000 FOUNDATION LOCATION = X
DECEMBER 9, 2000 FINAL SURVEY zo
JUNE 23, 2010 UPDATE SURVEY71 Qi) ju /A.. /
NOVEMBER 17, 2010 ADDED PROPOSED POOL & PATIO X24
JANUARY 5, 2011 REVISED SITE PLAN X //p�
JANUARY 13, 2011 REVISED PROPOSED POOL X //p•
JUNE 29, 2011 REVISED PROPOSED POOL
OCTOBER 4, 2011 ADDED TOPOGRAPHICAL SURVEY ,
AREA = 20,000 sq. ft. a 9 a;�.a
0.459 ac. o
v 8.p Xm X
e'
CERTIFIED TO: X?-Z
JAMES
/
JAMES BLACKLEY ����1� '3a•
KATHY SLACKLEY r� a
.01 ,4
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SCE //d' ro .444p�
b / O`L
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2
NOTES:
1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:M
EXISTING CONTOUR LINES ARE SHOWN THUS: 8
F.FL — FIRST FLOOR
G.FL — GARAGE FLOOR F
2. FLOOD ZONE INFORMATION TAKEN FROM:
FLOOD INSURANCE RATE MAP No. 36103CO167 H
ZONE AE: BASE FLOOD ELEVATIONS DETERMINED
ZONE X AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD PREPARED IN ACCORDANCE WITH THE MINIMUM
WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY THE LIALS. AND APPROVED AND ADOPTED
1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. FOR SUCH USE BY THE NEW YORK STATE LAND
TITLE ASSOCIATION.
N.Y.S. Lic. No. 50467
UNAUTHORIZED ALTERATION OR rADDITIO
TO THIS SURVEY ISA VIOLATION
OF
a t h a n Taft Corwin
SECTION 7209 OF THE NEW 'MIRK STA
EDUCATION LAW.
COPIES THIS SURVEY MAP NOT BEARING Land Surveyor
THE LANDD SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VAUD TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S.
IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno LS.
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTITUTION LISTED HEREON, AND Title Surveys — Subdivisions — Site Plans — Construction Layout
TO THE ASSIGNEES OF THE LENDING INSTI—
TUTION. CERTIFICATIONS ARE Nor TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727
THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS
AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16
ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947
SITE DATA
SCTM # 1000-71-02-04
FREDERICK AND HAROLD REESE PROPERTY: 415 HARBOR LIGHTS DRIVE
PARK AND PLAY6ROUND EXISTIN6 FLOATIN6 WOOD DOCK
ADDRESS SOUTHOLD, NY 11971
(CREEK OR CANAL) OWNER: JAMES BLACKLEY
EXISTIN& METAL RAMP KATHLEEN BLACKLEY
EXISTING FIXED WOOD DOCK SITE: 20,000 SQ. FT. = 0.459 ACRES
EXISTING 6' WIDE WOOD ZONING: R-40
WALK AT GRADE EXISTING BULKHEAD
SURVEYOR: Nathan Taft Corwin III
S 6,C05'1 0" E 1586 Main Road
2.j 5.1 100.00' Jamesport, New York 11947 UJ
LICENSE # 50467
. . . . . . . . . . . . . . . . . . . . . . . . . . .
DATED OCTOBER 4, 2011 O
6 . . . Z >'
EXISTING FLAGPOLE Q z
o . . . . . . . . . . . . . — UJ w
N �i V N TEMPORARY STORM WATER 0
N = < RUNOFF CONTROL MEASURE:
� O PROPOSED HAY BALES 4 SILT NOTES: a
10' WIDE NON TURF BUFFER O W in �6 FENCE DURING CONSTRUCTION 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM Q
z r _ SEE DETAIL 1-SP2 EXISTING ELEVATIONS ARE SHOWN THUS:AQ
In
d O z EXISTING CONTOUR LINES ARE SHOWN THUS: a Q UJ
X N N {-- TEMPORARY STORM WATER F.FL. - FIRST FLOOR
g_ lilt O X RUNOFF CONTROL MEASURE: G.FL - GARAGE FLOOR W
EXISTIN& &UNITE POOL w PROPOSED HAY BALES # SILT Q
FENCE DURING CONSTRUCTION
EXISTING TERRACE \
%- Z
� O >0
EXISTING UNDERGROUND LEACHING EXISTING WOOD DECK
LOCATION MAP 0 LLJ
POOLS TIED TO EXISTIN& GUTTERS AND ____ J
DOWNSPOUTS AT EXISTING RESIDENCE -�� � -- ----- --- � - EXISTING HOT TUB
l NEW ENTRY DECK SITE
EXISTIN& FRAME SHED - O j
EXISTIN& UNDERGROUND LEACHING POOLS Z J
TIED TO EXISTIN& &UTTERS AND
DOY4NSPOUT5 AT EXISTIN& RESIDENCE W _
8 - N Parish Or J
i
D
�4EX15TIN& RES ENCi r O
I'
O
ar
� o
b
C�
h
CLEAR
IN&LIMITSOFEXISTIN& SYPTIG 5Y5TEM
v
9►
-
� �
w
_
.
AREA PROPOSED LAND(I) 1000 GAL5E TIG TANK (5T) tic 8 DIAxaHI HLEAGHIN6 POOL h
Or
C
n
a
or
e
c
/
a:
14
3
IXON e
POOL5
0
ROUND AGHIN6 L
(STING UNDER& LE
EX Q
� t
r�
i AND
TIED TO EXIST N6 GUTTERS q�
261-1011Qi a.
DOWNSPOUT5 AT EXISTING RESIDENCE ._ p
LY
,,-
............... .. ....% 1 y
R
I } % NEW ADDITION TO EXISTIN& m�
RESIDENCE a
(A 4. �
W N EXISTING COVERED ENTRY TO BE J
CONSTRUCTION ENTRANCE 5TAGING
c EXISTING DRIVEWAY RECONSTRUCTED �Q J. 5- 2
AREA AND PROPOSED CONCRETE - �Q� BY MARK McDONALD W a z
;t o SOIL STOCKPILE AREA TEST HOLE GEOSCIENCE W
WASHOUT AREA in ... - I-o'' SOUTHOLD, c
C4 In NEW UNDE LEACHING POOL (8' �`� I� NEW YORK 11971 W'
Z �3 '� DIA x 4' HT TIED TO NEW GUTTERS AND ��u `� TI TEST HOLE DATA 7128/98 ELEV+9.9'
N ) l a
DOWNSPOUTS AT EXISTIN& RESIDENCE
1.0 FT. DARK BROWN SANDY LOAM OL N y'
WATER 1METER N 64'05'1 W - - - - _ 100.00' _ OVER WIRE
_.._..,_..—.. —.._..—.. _.._. —.._.. —.._.. _.._.._..—..—..— —
UTILITY POLE LIL 4 L WATER CATCH BA51N BROWN LOAMY AND SM
VA- &E OF PAVEMENT 8.2 FT. PALE BROWN FINE SAND SP iq
N
9 FT. WATER IN PALE BROWN FINE SAND SP
OF NEW�
22 FT. WATER IN BROWN SILTY SAND SM ��
WATER IN BROWN FINE TO z°
HARBOR
LIGHTS DRIVE 28 FT. MEDIUM SAND SM
�y COMMENTS: WATER ENCOUNTERED
I—'--� 8.2' BELOW SURFACE, ELEV+1.7'
W
W PROJECT NO:
1312
DRAWN BY:
� ~ UT
CHECKED BY:
Q Q TS
DATE:
March 20, 2014
SITE PLAN- SCALE:
SCALE: 1 = 2O2-O" SHEET TITLE:
SITE
PLAN
SHEET NO:
APPROVALS
GENERAL STORM'WATER POLLUTION PREVENTION NOTES
PERMANENT STORM WATER RUNOFF CONTROL MEASURE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE
Development activities for thils project will consist of:
1. Installation of temporary erosion control measures (silt fence barriers), see detail 1-SP2
2. Clearing of landscaping in areas shown on Site Plan
3. Excavation for a new buillding foundation (+/- 3 ft below finished grade)
4. Construction of a new foundation
5. Construction of the new addition to the existing residence
6. Installation of new landscaping plants, lawns
7. Removal of the temporary erosion control measures
SITE DATA
Site Area: 20,000 SQ. FT. = 0.459 ACRES
Receiving Waters: Shelter Island Sound LU �d
Contractor: N/A W
(1) CJ O
POLLUTION CONTROL (MEASURES Z
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment O Z
control measures including, but not limited to, the following shall be employed during construction: LU
Z
A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall
remain undisturbed.
B. Clearing and Grading shalll be scheduled so as to minimize the extent of exposed areas and the length of time that areas are Q
exposed. A maximum of 11 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded UJ
and stripped areas shall be kept stabilized through the use of temporary seeding as required. Seed mixtures shall be in Z UJ
accordance with the soil conversation service recommendations. Q =
C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are U) 1--
>=completed, or if construcitton on an area is suspended, the area shall be seeded immediately. Z
a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. — LUO
b. Soil Amendments 0
1. Lime to ph 6.0 J
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) Q
c. Seed Mixtures
1. Temporary seedlings O
a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) Z O
b. Certified "Aroostook" winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use winter rye if seeding in W Q =
October/November.
2. Permanent seedlings - See Landscaping plans
D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from O
cleared slopes.
E. Sediment shall be trapped) on the site and not permitted to enter adjacent properties or public roads or drainage systems.
Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until
construction is complete.
F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The
construction entrance shalll be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be
removed or cleaned on a daily basis.
G. A I runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be
protected from sediment!buildup through the use of appropriate inlet protection.
H. Appropriate means shall be used to control dust during construction. cd Z.
I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be
cleaned and flushed as necessary. N a'
J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections J 2
must be performed every iseven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance }
measures are to include, ):out are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of w J � < Z �
sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. W' "
WIRE FENCE W/ K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and 2 w
FILTER CLOTH toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as Q ,
BOUND HAYBALE shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically
clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. N N'
SURFACE
RAN
FILTER CLOTH MIN. Y fll ` The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to
b" BELOW GRADE ti ;,� FLOW the Engineer/Architect for reivision of the SWPPP where appropriate.
Y� �\ DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE
METAL WIRE FENCE W/ FILTER Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete 1: OF NFw y
CLOTH AND METAL POSTS 10' septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and 5 o�p.S C. S','L'
of MAX SPACINGsiding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor
n+' paving materials.
14 ANGLE STAKE INTO Waste materials shall include demolition materials from the existing building structure, unused building materials and products,
.0 PREVIOUS BALE trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily 018350
,,.0-0 stored and dumpster shall be emptied weekly by a private carting company.
SURFACE DRAINA6E FLOW1312
PROJECT NO:
2" REBARSTEEL PICKETS OR DRAWN BY:
2" X 2" STAKES 1-1/2" - 2" IN UT
t TOP CHECKED BY:
DRIVE FLUSH W/ TS
OF BALES
DATE:
w BOUW HAYBALES (ABUT TO March 20, 2014
x wADJONING BALE TIGHTLY) SCALE:
HALEBALE TO BE EMBEDDED INTO NTS
SOIL MINIMUM OF 4" AND BINDINC75 SHEET TITLE:
PLACED HORIZONTALLY
SWPPP
WRAP SILT FENCE UNDER HAYBALE DETAILS
AND DRIVESTAKE THROU614.
8c
TEMPORARY STORM WATER NOTES
RUNOFF CONTROL MEASURE
(DMOSIO.N & SEDIMENT CONTROL DETAILS SHEET NO:
LE
APPROVALS
SITE DATA
APPR VED AS NOTED
1 -S'TO��� COMPLY 11��ITHALL O���OF
SCTM # 1000-71-02-04
DATE: B.P.# NEW YORK STAT
FEE: BY: AS-REQUIRED AND CONDITIONS OF FREDERICK AND HAROLD REESE PROPERTY: 415 HARBOR LIGHTS DRIVE
NOTIFY BUILDING DEPARTMENT AT S j�yMj PARK AND PLAYGROUND EXISTING FLOATING WOOD DOCK ADDRESS SOUTHOLD, NY 11971
765-1802 8 AM TO 4 PM FOR THEL L _ (GREEK OR CANAL) OWNER: JAMES BLACKLEY
FOLLOWING INSPECTIONS: SGfEXISTING METAL RAMP KATHLEEN BLACKLEY
1. FOUNDATION TWO REQUIRED ,� SOUTHOLD TOVu"ITRUSTEES y
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING J�J N.Y.S. EXISTING FIXED WOOD DOCK SITE: . FT. = 0.459 ACRES
3. INSULATION EXISTING 6 WIDE WOOD ZONING: R-40 W
4. FINAL - CONSTRUCTION MUST WALK AT GRADE EXISTING BULKHEAD
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE SURVEYOR: Nathan Taft Corwin III UJ
REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER RUNOFF S 64.05'10" E 1586 Main Road
Jamesport, New York 11947
2.3 5.1 100.00' 5,1 O
�
YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER 236 DATED OCTOBER 4 Z >-
2011
LICENSE # 50467 O
DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE.
. • . . '
6
,
—
:• . . . -
EXISTING FLAGPOLE U
W
UOCCUPANCY' BERCERTFCAT N
f ,- RE Z
USE UNW� M �:.:
GENERAL STORMWATER POLLUTION PREVENTION NOTES
PERMANENT STORM WATER RUNOFF CONTROL MEASURE
SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE
Development activities for this project will consist of
1 Installation of temporary erosion control measures (silt fence barriers), see detail 1-SP2
2. Cleaning of landscaping in areas shown on Site Plan Y
3 Excavation for a new building foundation (+/- 3 ft below finished grace) ar
4. Construction of a new foundation N O
S. Construction of the new addition to the existing residence }
6 Installation of new landscaping plants, lawns O Z
7. Removal of the temporary erosion control measures W UJ
SITE DATA
Slte Area: 20,000 SO. Fr. = 0.459 ACRES 0MISSES
Receiving Waters: Shelter Island Sound Q UA
Contractor: N/A Q �W
POLLUTION CONTROL MEASURES QLU
In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment
WIRE FENCE VV
control measures including, but not limited to, the following shall be employed during constructlon: Z Q >10
FILTER CLOTH A. Existing vegetation to remain shall be protected (by Installation of construction fence or other approved means) and shall 0 W
BOUND HAYBALE remain undisturbed.
B. Cleaning and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are
SSU ; G
SURFACE exposed. A maximum of 1 acre shall be disturbed at one time immss written permission Is granted by the NYSDEC. Graded
FILTER CLOTH MIN. DRAINAGE
6" BELOW GRADE FLOW an stripped areas shall be kept stabilized through the use of temporary seeding as requlretl. Seed mixtures shall be In O
• accordance with the soil conversation service recommendations. Z U 0
\ C .Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are 11.1 _
completed, or If constmciton on an area is suspended, the area shall be seeded Immediately lZ
METAL WIRE FENCE W7 FILTER a. Seed preparation - scanty soil if Compacted, remove debris and obshciles such as roots and stumps O
CLOTH AND METAL POSTS 10' b Soil Amendments MM H
MAX 5PAGIN6 1. Lima to ph 60
2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs1100 sq. ft.)
ANGLE STAKE INTO c Seed Mixtures
PREVIOUS BALE 1. Temporary seedlings
a. Ryegmas (annual or perennial) @ 30 Ilia. per acre (0.7 Itis per 1,000 sq ft.)
SURFACE DRAINAGE FLOW b. Certified rye (cereal a 100lbs. per acre per 1 ,0000 ft use winter elf seeding in
A. ry ( rye) ® P ( P 9 ) rye 9
October/November
/ 0 ro; 2" REBAR$TE PICKETS OR 2Permanent seedlings - See Landscaping plans
2" X 2" STAKESS -I/2" - 2" IN D. The .length and steepness of cleared slopes shall be minimized to reduce runoff velocities Runoff shall be diverted away from
• GROUND DRIVE FLUSH W7 TOP cleared slopes.
OF BALES E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.E.
BOUND HAYBALES (ABUT TO Sediment barriers shall be Installed along the limits of disturbance prior to the start of construction and shall be maintained until m ¢ 3
ADJOINING BALE TIGHTLY) construction is complete
HALEBALE TO BE EMBEDDED INTO F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads, The @ Q g
501L MINIMUM OF 4" AND SINDIN65 construction entrance shall be maintained until the site is permanently stabilized. Any sediment tracked onto public roads to be w J R$ 7
PLACED HORIZONTALLY removed or cleaned on a daily basis. w• 5 �' .
G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage Inlets Installed on site shall be 'f Cu• 11 9
WRAP SILT FENCE UNDER HAYBALE protected from sediment buildup through the use of appropriate Inlet protection 2
AND DRIVE STAKE THROUGH. H. Appropriate means shall be used to control dust during construction. i
- I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be
TEMPORARY STORM WATER cleaned and flushed as necessary.
RUNOFF CONTROL MEASURE J The contractor is responsible for inspection and proper maintenance of erosion control measures Inspections
must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch Maintenance
a EROSION & SEDIMENT CONTROL DETAILS measures are to include, but are not limited to, cleaning of recharge basins, sediment traps and drywells, cleaning and repair of
NO SCALE sediment bartiers, repair of berms and runoff deserters, and cleaning and repair of Inlet protection devices.
K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and y1p4e°�xsMroy
toxic and hazardous waste, as well as sanitary sewer and septic system regulations Temporary fencing shall be erected as
shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically N
clean up any debris accumulated along the temporary fence and empty the dumpsters regularly
t k
The contractor Will report any required modifications to the SWPPP necessitated by field conditions or Construction activities to
the Engineer/Architect for revision of the SWPPP where appropriate.
PROJECT NO:
DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 1312
Construction materials shall include Concrete wood forms, building lumber and associated metal attachments, precast concrete DRAWN BY: UT
septicArainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and CHECKED B
siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid Insulation, piping for plumbing, outdoor TS
paving materials. DATE:
Waste materials shall include demolition materials from the existing building structure, unused building materials and products, 7/11/14
trash from Construction workers meals and drinks, Project site shall have a tlumpster that all waste marerials will be temporanly BCAL
stored and dumpster shall be emptied weekly by a private carting company NTS
SHEET TITLE:
SWPPP
DETAILS
NOTES
SHEET NO:
2
BIDDING & PERMITS
WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOTES STRUCTURAL REVIEW BY STEVE MARE5cA, PE
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND 6UST5 88-07 WEST MONTAUK H16HWAY, HAMPTON BAYS, NY 11946
( MAXIMUM MEAN ROOF HE16HT: 359 BIN:PEONLETA - 2a6A6e PHONE 631 728 9480
RIC6E STRAP - /J1 FCLP RAFRAS
2 16 TIE 6 EACH RArYtR USEIOCCUPANCY
IN vim OF BTRAP, CLASSIFICATION DESIGN CRITERIA:
SHUTTER ASSEMBLY
Ice
RE> FtVV 24�' FROOMMUSE SINGLE FAMILY RESIDENTIAL SHUTTER IN ACCORDANCE WITH AMERICAN
NTS. )' FOREST PRODUCTS WOOD FRAME
FOR PANEL SPANS O < 4'0 WIDE SPAN
CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE
2510/4") APA SPAN-RATED 40/24 SHEATHING GRADE PLYWOODHEIGHT PRE5GRIPTI VE METHOD
(OVERLAP AROUND OPENIN65 4") 1 ` \ ALTERNATE POSITION OF
xmRKANE CLIP USE 35'-0" MAXIMUM
A55EMBLn 1-' I SlNmsoN HB FIR5TNLDEVELw LOAD - 45 P57. LU
40 PSP. L.L. _
,ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ W M
MOD (w/ WASHERS) bALVINIZED OR STAINLESS STEEL 1 I LIVING AREAS - 40 P5F. L.L. 0
WOOD SLRE a 16" O.C. CLIPs°NH2 . FFWM tB BEDROOMS - 30 PSR L.L. O V CI
ALTERNATIVE FASTENER FOR SHUTTER 10 BUILDING, 1 I • CLP RAILED. FROn
iA TEE NUTS ATTACHED TO BLDG. w/ 610x1-I/2 ( W/ WASHERS) ROES TO 5NO' - FIRE AREA WIND SPEED - 120 MPH I" Z }
MACHINE BOLT ® 12' O.G. TOPICAL ALL RAFT$iG
• �' I s - BS NAILS eALN BED SEISMIC DESIGN CATEGORY - B
RESIDENCE: X WEATHERING - SEVERE N W W
APA RATED FLYVLroO TO
EXTERP TO TOP OF TOP FROYIDE ba QCHHON FROST LINE DEPTH - 36" O 0 Z
• PLATE NAILS 6 4' OL AT
Ownu RED6EOPALL TERMITE - MODERATE TO HEAVY
SHEA,HIN6, TYPE OF CONSTRUCTION DECAY - SusHT H N
CONVENTIONAL L16HT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES Q W
1 CONSTRUCTION 0
I
LTIPLE SECTION ASSEMBLY: W
I/4" THICK BOLTS i 2' OO - QI W
GENERAL NOTES
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAbE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Z Y 0
ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DE516NED AND BUILT IN ACCC)RDANGE
1 11 1 PLYWOOD EHeATHIxs CONSER AT N LODE, AND LOCAL AUTHORIT ECODE, AND THE � YORK STATE NS RbY WITi THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. IS U O
11 I1 I „ TOO'JERLAPBOx 14. THI5 STRUCTURE HAS BEEN DESIbNED IN =
14, - 1°( ,( ' f BEAN - TOP + BOTTOM. 2. ALL CONCRETE! SHALL BE STONE A56RESATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY
MINIMUM 28 DAY STRENGTH OF 5000 PSI CONSERVATION CODE,
7
I1 j .I NOES GA6e 3. ALL LUMBER SHALL BE 6RADE STAMPED DOUGLAS FIR- 15, EN6INEER TO BE NOTIFIED IN WRITING OF ALL M O
I HftAL STRAP -�" °° LARCH STRUCTURAL GRADE N2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. W U)
I4" 4. PROVIDE DOMLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE Q
SHUTTER ASSEMBLY 1j DOUBLE TDP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DE516NED AND SPECIFIED BY OTHERS.
2 z b 616. OL RATE 17 ALL STRUCTURAL STEEL TO BE A5TM A56 WITH ONE
1 aTx 6 PARTITIONS, EXCEPT AS NOTED ON DRAWING.
N.T.S. I . 11 ,- 1 I , 5. BRIDSINS TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM
FOR PANEL 5PAN5:4' OR WIDER SPAN 1 �" I'j i FLOOR BEAMS. 5PALIN6 NOT TO EXCEED BO FT. A-525 BOLTS, 5/4" DIAMETER.
25/32" APA 5PAN-RATED 45/24 SHEATHING 6RADE PLYWOOD 11 11 IB. CONTRACTOR SHALL OBTAIN ALL PERMITS AND
b. ALL DIMENSIONS AND GRADE CONDITIONS TO BE
11 VERIFIED BY CONTRALTOR(5) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER
(OVERLAP AROUND OPENINGS824" 4') vieAp + NAIL 9TMP AND OWNER
2x4 MBLY, -BALKS i 24" OL I� }' AT ANO BILL PLATE 4 _ NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS
1 AT AN° E°I-TL FOUNDATION HAS BEEN INC (2) TE FOR A SOIL 9. DO NOT BACKFILL AGAINST FOUNDATION WALLS
ASSEMBLY I 1 51MP3DN M6121 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
IIT WOE - 2D 6A LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT
I). PREASSEMBLE PLYWOOD TO 2x415, s 10x3" (w/ WASHERS) 6ALVINIZED OR LbTAL STRAP 646' OO THESE CONDITIONS ARE MET. ALL PILL BENEATH 20 PROVIDE CARBON MONOXIDE ALARM5 ON EACH LEVEL
STAINLESS STEEL W000 SCREW i IT' 0C. IH' CONCRETE SLABS TO BE COMPACTED TO 95% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR
2). ATTALHIN6 STRUCTURAL PANEL. FASTEN TO BUILDING W NAIL SHEATHING To SILL PLATE ENTRY FROM HOUSE TO ATTACHED 6ARA6E AREA. b 2;
610x9" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL ' , 6d NAILS 6 4' OL. RELATIVE DENSITY. -$
WOOD SCREW m 16' O.O. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND 3x
ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING, 2 - n REDAR ., 2 6 SILL PLATE l ALL HEADER5 6.0 FT IN LENGTH AND OVER TO BE W 4 .
HIO TEE NUTS ATTACHED TO BLDG. w/ HIOxI-I/2 ( W/ WASHERS) : f AZGz TREATED SUPPORTED BY DOUBLE UPRIGHTS, R.0 FT AND OVER ON EACH LEVEL OF DWELLING A5 REQUIRED BY
MACHINE BOLT i 12" 0.6 BY TRIPLE UFRISHT5. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. LIM • o w
BEE Fg CATION one. ^ MINIMUM OF 2-2x5 OR A5 SHOWN ON DRAWING.
FOR DESIGN W 6'' 112 A�s�oe 22. ANY ALTERATION, REPAIR, ADDITION OR CONVER510N TO W •u�uz
WINDOWS - GLAZED OPENING 'S; B PROVIDE FIRE5TOFPIN6 AT ALL LEVEL AN El DWELLING REGUIRIN6 A BUILDING PERMIT t- i"ILL
PENETRATIONS NOW REQUIRES THAT ALL 5LEEPIN6 ROOMS IN THE W .u� W
PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UP6RADED WITH HARD WIRED 6 i OF
IN ACCCIRDANGE WITH LARGE MISSILE TEST OF CHIMNEYS, SKYLIbHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. _' W 0
A57H E Mb AND OF ASTM 1556. AND
CONTRACTOR MAY USE WOOD STRUCTURAL PANELS DECKS ETC 29. THE NYS LODES ALSO APPLY TO ACCESSORY 'a F- • 5
IN LIEU OF THE ABOVE MENTIONED WINDOWS. 10. DO NOT SCALE ORAYIN65. STRUCTURE DE516N. D
PANELS TO BE PRECUT TO FIT OVER AINDOW5 NITH HOLD DOWN III CONNECTION m w . _
Hg�ARDWARE PROVIDED K POSTS TO BE DE516NED TO CRITICAL LOAD PATH II. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. 6ARASE COORS TO BE RATED FOR 120 MPH. WIND LOAD
hL16N WITH WINDOW JACK POSTS HEADER + SILL PLATE FOR THE INSPECTION OR SUPERVISION OF
PANELS TO BE MAINTAINED ON SFrE. SHALL COMPLY KNY5BC CHAPTER tt2304.q.6
LABEL LOCATIONS ON EACH PANEL. THI5 CONSTRUCTIONPROJECT. FEDERAL, STATE
AND LOCAL ZONINGONINs AND BUILDING CODE COMPLIANCE
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ,<EOF NSW Yo
y-lP PEC 9NALR1-
°
NAILING SCHEDULE FRAMING NOTES
TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10, PLYWOOD SHEATHING TO BE NAILED WITH B d a 4" R,,. oreEw' Fob
6 PAPER ASEOOIATION D5 FIR-LARCH STRUCTURAL 6RADE No. 2 OR 06 EXTERIOR EDbES AND 6 d i 12" OL.
° SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX AIL SIZES BETTER. INTERMEDIATE, r6mecT o:
2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/0"
N RAFTER/TOF PLATE 5-Bd (TOE AILED) MIN. THICKNESS OR AS NOTED. 11 AND WATERPROOFINb SHALL BE BY ARALL INTERIOR AND EXTERIOR CHITECT
7372
OWLIN6 JOIST/TOP PLATE 5-6d (TOE AILED) 5. ALL SU IFLOORIN6 TO BE APA RATED 57UR0-1-FLOOR,
_ - CEILING JOIST/PARALLEL RAFTER 1-16d (PALE AILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL SEEM OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT
CEILING JOIST LAPS OVER PARTITION T-Ibd (FACE AILED) PLYWOOD TO BE SET ON SOLID BLOOKIN6 SLUE AND AND SND WITH 6ALVANIZED HURRICANE TYPE
COLLAR TIEA2AFTER 2-Bal (ca. and 1-1/4" strap) AIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR cxecxeoer:
GABLE RLDFs BLOCKINSARAFTER 2-Bd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS
O <� RIM BOATI510? PL 2-16d (END AILED) 4. ALL HEADERS 6'-O" AND OVER SHALL 0E SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER
TOP PLATE ATI PLATE 2-I6d (PALE AILED) WITH DOUBLE UP. A-15, 9'-C," AND AVER WITH CONNECTIONS. 7/11H4
° TOP PLATE AT INTERSECTIONS 4-16d (PALED AILED) TRIPLE OF 2-2X5. ALL HEADERS SHALL BE A
5TUp5TU0 2-16d (FACE AILED) MINIMUM OF 24X0 OR A5 SHOWN ON DRAWING. 13. ALL PRE-EN6INELRED LUMBER SHALL BE 6E0R61A
N HEADERAIEADER III (FACE AILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC, SPI SERIES WOOD-I-BEAMS AND LVL
TOP or BOTTOM FLATIVEWD 2-16d (END AILED) AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, 61RDER5 AND
s 104 a NB ° BOTTOM PLATE/FLOOR JOIST 2-I6d (FACE AILED) i B'-O' 00. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
J01517/ CIRCULATION IN ROOFS.
° BRID&ISILL, TOP PLATE or GIRDER 2-Bd (TOE AILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB
B1-06KI /JOIST 2-Bd (TOE AILED) 6. DOUBLE FRAMING AROUND ALL RANIN65 ( skylights, STIFFENERS SHALL A REQUIRED 5I ALL LOAD AND STRUCTURAL
BLOCKING/JOIST 2-6d (TOE AILED) shnirs etc ) OR AS NOTED ON DRAWINGS UVLBEARIN5
RIM POINTS S A MINIMUM. A SINGLE 3/4"
°�'-` ROOF LEDSE STRIP/ orAM PLATE 3-I6d (TOE AILED) LVL RIM JOIST SHALL REQUIRED AT FLOOR
0 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES &
ICA o tsD ° lo@ o (45 LEDGER LEDS3EAM 3-&d (PALE AILED) PARTITIONS OR A5 NOTED ON DRAWIN6S. PERIMETERS HANDLING, EASSTORAGE, AND ERECTION OF
JOIST JO LEJoIST AM 3-ed (TOE AILED) COMPONENTS SHALL BE A5 PER MANUFALNRERS DETAILS
PROVIDE bd cURF Z NAIL6 • 4' OL. BAND JOIST/JOIST 3-16d (END AILED) B. ALL FLUSH ATE WOOD ANIZCONNECTIONS SIALIC BE FASTENED RECOMMENDATIONS.
XL AT NIbH PRE•AURE SLUE - 6" OL.
HIP ROOPS AT INTE IDR FORTIDN6 OF RCDP - TT. BAND J015TASILL w TOP PLATE 2-16d ODE AILED) WITH RATED 6ALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA.
lO4 a ASD ° PLYWOOD ROOF DECKING ad 04' /RA ED6E5, iB" O.C. FIELD 'TECO" OR APPROVED EQUAL. GALVANIZED MACHINE BOLTS i 12" O.O., EHEETNs
STRIP SHEATHING 8d 04" 0 AFfEW
FFOVIOe M NAILS • 4" OL. AT FT331NBTER INT6<IOR PLYWOOD WALL SHEATHING Ed i4. OL. EDbES, ib" OL. FIELD 9. AIL Nb SCHEDULE SHALL BE AS PER, THE NY 5
PORTIONS OF PANELS IN HI6H " '-SURE ZONES. PLYWOOD SUBFLOOR DECKING ad i6" OL. El 6121. O.G. FIELD BUILDING CODE ASA MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO
NOTE : a . 4 FT. IN ALL OASES SHALL RECEIVE 5-IOD AILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE
COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR AILS SHALL BE 6ALVANIZED, CONSTRUED AS A CONTRACT BETWEEN 51 AND
OWNER.
REPLACE EXISTIN5 (]12x0
OIROER w/NEW (S)II-0/6x1-6/4"
LVL GIRDER ISTINb LONL
FIRS
r__________
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----------------
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PROJECT NO:
FoDr11 sw I 1312
J NSsIZE DEPm AW
OF DRN BY:
EX
_______ ___________-----------______ FOUNDATION/FOOTIN6
CHECKEDBY:TS
DATE:
7111/14
SCALE:
SHEET TITLE:
FOUNDATION PLAN OUNDATION
FOUNDATION
= 1' -0" PLAN
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_ (3138
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n. RAILING, BOTH SIDES DRAWN BY:
STONE PAVED ORLH TS
A
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MPROVIDE OF ABOVEDATE:
OVERHANG TOMATCH EXSTNb ]N1/11FLACESTING AVER TERRALE SCA SWESTONE RRACE TO 1/4^ = 1' D"ESAMEMOTH 5 STAIRS10 5- 13' 0^ SHEET TITLE:
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BIDDING & PERMITS 5
024
14 IB'-I I' Bb"
NO FLOOR 6E OF EXI5TIN6 SECOND FLOOR
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1312
DRAWN BY:
TS
CHECKED BY:
DATE:
7/11/14
SCALE:
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MEETTITLE:
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SCALE: 1w^ = V -0" FLOOR
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BB'�3
SHEET NO:
BIDDING & PERMITS 6
JEW CHIMNEY WITH 1' 5T0060 FINISH
LU W
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PF�15i5RN PR���
� PROJECT NO:
EXI5TINS ROOF
1312
DRAWN BY:
TS
CHEC EO BUSY
DATE:
7h1/74
SCALE:
1l4" = 1' - 0"
SHEET TITLE:
ROOF PLAN OUNDATION
SCALE: 114" = 1' -S" PLAN
SHEET NO:
BIDDING & PERMITS 7
SEE SECTIONS FOR ROOF DECK ORAINA6
SELF 5UPPORTIN& 2. OVERHA
ROOF WITH PVL V-&ROVE SOFFIT x6 ORNAMENTAL OUTRIGGER -
SEE WALL SECTION
L PANEL SIDINS WITH (1) WXW
FVC BATTEI a 5' OL.
PVL FRIEZE BOARD
NEW FRAME OHIMNET WITH I" STUCCO FINE ` =N m6 PVL FRIEZE BOhRD
PLASH AS REQUIRED �{.iaTti: •-
v,��, :.. . ASPHALT SHINGLED ROOF
NEW ROD
EXISTIN& ROo +,?4 y�iv V• ' WQ
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BALKER BOARD ON TREATED W000
5 FRAMINS AT PIER FOUNDATION
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BIDDING & PERMITS 8
W W �
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SHEET TITLE:
A
WEST ELEVATION 5 ELEVATIONS
SCALE: 114" = 1' 41"
SHEET NO:
BIDDING & PERMITS 9
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BATT INWI-ATION BETWEEN FRAMINbNTEp RII IN ASPHALT O W
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SHEETTITLE:
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10
BIDDING & PERMITS
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11
BIDDING & PERMITS
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e • • .' . UNDER SHINGLES, FLASHED INTO RAILING/ROOF AT
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TJI FLOOR FRAMING SUPPORTED ON 1312
MULTIPANEL SLIDING GLASS DOOR BLOCKING w/EATT INSULATION /
wNINYL FIN15H GYP BD. FINISH BELOW DRAWN BY:
TCS
PAINTED WOOD CASING CHECKED BY:
CROWN MOULDING ON BEAM AND
ORNAMENTALLY PER FLOOR PLAN DATE:
7/11/14
SCALE:
DETAIL SECTION PORCH 1 DETAIL SECTION ROOF DECK
3W' = 1 . 0
122 SCALE: 31 = 1' -0" SHEET TITLE:
L SCALE: 314" = 1' -0"
L DETAILS
SHEET NO:
BIDDING & PERMITS 12
OF PANELING WITH V-GROVES -7 ,-Ioy2 „
AT 6", FAINTED
4 -4yu AINTED WOOD ORNAMENTAL BEAM ,,I/ u
2 WITH EVY GROWN MOULDING, ALL SIDES �2 y21Oy2"
40
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SCALE: t/2^=1'-0^ 1 U5TOM CABINETRY, ALL PAINTED, WITH FLAT W N
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OTHER INFORMATION I/ SHELVES, FACE FRAME PROVIDE MESH IN
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DRAWERS, I5"w. x I=
WN
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STAIR LANDING
PROJECT ND:
j � 3-I/2" GROWN MOULDING 1312
DRAWN BY:
ES
CHEC EO BY:
FULL OVERLAY UPPER CABINETS TCS
CERAMIC, TILE FLOORING ON I w/REGESSED FLAT PANELS, ADJ. CATE:
MUD SLAB w/STONE PAINTED 7/11/14
THRESHOLDS. SEE SPECS. N SHELVES 6YP. BD SCALE:
112
PAINTED MDF V-GROOVE
�i WINE PANELING w/GAP $ BASE PER SHEET TITLE:
REF. SPECIFICATIONS
0 o INTERIOR
ICE SOLID GORE GOUNTERTOF o ELEVATIONS
FULL OVERLAY BASE CABINET w/(2) I
PANTRY/ MUD ROOM o PLASTIC 5I115/DRAWER m
SHEET NO:
SCALE: 1/2"=1'-V
4 ELEVATION 5 ELEVATION
13
BIDDING & PERMITS
AINTED WOOD BUILT- IN SHELVING
ERAMIG/STONE TILE ON UNIT WITH ADJ. SHELVING, FACE FRAME TYP CASING WITH BEADED
4,-�.2 2 '-O " 2 —O ° GONG. SLAB 4 GROUT INNER EDGE, BAGKBAND
SELECTION BY OWNERLL HEIGHT MDF PANELING WITH
q Y4 x 2" BATTENS AT EQUAL SPACING, RECESSED WOOD MED. GAB. W/
ULT IN 5H VING UNIT = ALL PAINTED FLUSH MIRRORED DOOR AND
CASING TO MATCH WINDOWS,
I PROVIDE 5 6LAS5 SHELVES
(Y1 —
I
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WW Wo
OH 4" O Z v
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T ELEVATION 57 Nr CON -ERToP v) W
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_ STONE SELECTION I- i
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MASTER BATH - __
TOWEL BAR PURCHASE ❑ ❑ ❑ ❑ —
BY OWNER FOR — u u ILII
IN57ALATION BY G.G.
ELEVATION CERAMIC TILE O
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OTHER INFORMATION w/5TONE TRIM. PROVIDE SLAB STONE ■f w. dd
THRESHOLD 4 JAM55 CERAMIC TILE O BEADED COVE MOULDING
4 _O GEMENTIOU5 BACKER 2 '-O° y'
GERAMIG/STONE TILE OK--\ BOARD. TILE 4 GROUT
GONG. SLAB GROUT SELECTION BY OWNER
tIN5TALIATION
BAR PURCHASED
SFLEC71ON BY OWNER - 0° NER FOR
PAINTED GYP. BOARDS _ BY G.O.
NICHE MEDNO:
O \ 1312
r / DRAWN BY; ES
O O , — I \ 6' O I CHE HE B
(t1 \ TCS
co ® ® DATE: 7/11/14
2 J-1SCA E:
_ SHEET TITLE:
5'-011 2 O *ELEVATION ELEVATION *ELEVATION INTERIOR
ELEVATIONS
2nd FLR . GUEST BATH PAINTED MDF V-GROOVE AINTED WOOD VANITY 4
PANELING W/GAP 4 BASE PER STONE COUNTERTOP
SCALE. 112--=l'-0-- SPECIFICATIONS BY OWNER SHEET NO:
BIDDING & PERMITS 14
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SCALE: 114" = 1' -0" FIxTU
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II _ �
DEVICES TO REMAIN
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DRAWN 13Y:
HALF HOT RECEPTACLE CUTLET SWITCH OIMMH2
WATER PROOF REOEPTAOLE OUTLET ® TELEPHONE T$
QQ^ GRDUNA PAULT NnE+RmrDR ouTLEr ® rELevISIDN CHECKED BY:
sMaNE vErEcroR OA E:
HIGH HAT FIXNRE p LAR N HONOXIDE PE TOR 7111114
Ed Ed HIGH HAT FIXNRE LOW VOLTAGE
DIREOT M HIGH HAT SlRFAOE MOUNTED ceILIN6 FAN SCALE:
WWP E rMLUNTEJL FIXNRE 114" = 1' - 0"
SURFAnE
® MouNTm LowNVOvoLrAGE spar uNVER cAEINET STRIP HALOGEN FlxrvaE SHEET TITLE:
F* �F 51RFAOE M L M LIGHTING FLOOD
L1
-y. S1RFAc¢ MOUNTED WALL FIXNRE
Q NIOIO SPEAKER ��T F�'LL MOUNTED FLOOD LIbHT
® GTRUM9 DWIRING OK 1st FLR. ELECTRIC LAYOUT AN ELECTRIC
SCALE: 114" = 1' -0" LAYOUT
SHEET NO:
BIDDING & PERMITS 15