HomeMy WebLinkAbout38279-Z 5�pppt�. Town of Southold Annex 8/28/2013
P.O.Box 1179
z 54375 Main Road
g Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36474 Date: 8/28/2013
THIS CERTIFIES that the building ALTERATION
Location of Property: 2260 SKUNK LANE CUTCHOGUE,
SCTM#: 473889 Sec/Block/Lot: 97.-3-18.5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this offiiced dated
3/31/2010 pursuant to which Building Permit No. 38279 dated 8/23/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
interior alterations to an existing one family dwelling as applied for.
The certificate is issued to CHARLES RILEY&KEMING LIU
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38279 5/6/13
PLUMBERS CERTIFICATION DATED 8/22/13 Burt's Reliable Inc.
oriz d Sign ure
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y 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#: 38279 Date: 8/23/2013
Permission is hereby granted to:
CHARLES RILEY & KEMING LIU
25 TUDOR CITY PLACE APT. # 1817
NEW YORK, NY 10017-6845
To: INTERIOR ALTERATIONS TO AN EXISTING DWELLING. REPLACES EXPIRED B.P. #
35467
At premises located at:
2260 SKUNK LANE CUTCHOGUE
SCTM # 473889
Sec/Block/Lot# 97.-3-18.5
Pursuant to application dated 3/31/2010 and approved by the Building Inspector.
To expire on 2/23/2015.
Fees:
PERMIT RENEWAL $100.00
CO -ALTERATION TO DWELLING $50.00
Total: $150.00
Building Inspector
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO_ 35467 Z Date APRIL 13 , 2010
Permission is hereby granted to: .
C RILEY & K LIU
25 TUDOR CITY PLACE
NEW YORK,NY 10017
for
INTERIOR ALTERATIONS TO AN EXISTING DWELLING
at premises located at 2260 SKUNK LA CUTCHOGUE
County Tax Map No. 473889 Section 097 Block 0003 Lot No. 018 . 005
pursuant to application dated MARCH 31, 2010 and approved by the
Building Inspector to expire on OCTOBER 13, 2011.
Fee $ 200 . 00
Aut orized Signature
COPY
Rev. 5/8/02
Form No � ;�3
— ' 2JTOWN 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. SubmWPlanning Board Approval-of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)'non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector`shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
.5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: Z O c' T Gil o G
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No I000,'Section ( Block Lot
Subdivision_ Filed Map. Lot:
Permit No. Date of Permit. Z_S 1 Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board-Approval: .
Request for: Temporary Certificate- Final Certificate: V/ (check one
Fee Submitted:$ f�b -
App t Signature
�SwFFo���4 Tele hone 631 765-1802
Town Hall Annex p �� p ( )
54375 Main Road o :� Fax(631)765-9502
P.O. Box 1179 a
•
Southold, NY 11971-0959 ���� �,�p� roper.richert@town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Riley/Liv
Address: 2260 Skunk Ln City: Cutchogue St: NY Zip: 11935
Building Permit#: '38a79 25d& Section: 97 Block: 3 Lot: 18.5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Platinum East Electric Inc License No: 34091-me
SITE DETAILS
Office Use Only
Residential X Indoor x Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor x Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 3
Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO Detectors 2
Sub Panel. A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 9 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-paddle fan
Notes:
Inspector Signature: Date: May 16 2013
Electrical Certificate.xls
Town Hall Annex qr�,��„t��iiff Telephone(634769-180,2
54375 Main Road Fax. D.765-95G2
P:O.Box I I JJ �A
Southold,New York 11971�-0959 .
�1y${�Y,1.i�•�.;:n�:r�1�°';;.. ,,•�,�:i'�'a'�:,:���q:Ey�'W`�'�`'F_��.F�p
;Date: l as 1
Building Permit No.
(Please print)
Plumber: 3)l)rk' S T)eA a6 I C
(Please print)
l certify that the solder used in the system contains less.than 2/10 of 1%.
lead.
. (Plum .er • . .
Sv-orn to before.m.e this a a
day of G 20
Notary Public,5o4vt County
BERNADETTE L.TAPLIN
F!OTARY PV8LIC#4844893
State..oti Revv York
Residing iit SO*Coenty
Comtni�s,o;,Expires.Sei*40--1- —
Nov a-7 do►3
�� �OF SOUty
hod o�
J � • �o
coUMV, `
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: l
DATE INSPECTOR
i
OF SO(/j�Ola
courm,��'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
R RKS:
DATE INSPECTOR
�O��OF SOUjyolo
)7
O�yCp�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FO ATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: ec -
DATE �� INSPECTOR
A)oSO//T�o _-,-
� �O
coU ,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO,N
[ ] FOUNDATION 1ST [ ] �RGH LBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: d
l-
a
4��lca:
d
DATE 611IKo__7 .41
INSPECTOR
OF SOUlyolo
l�
-� TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE �/l f INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH --BG.
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: CCfo
ceo
a
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
� ►d
FOUNDATION(1ST) �I
--- ------ --- -------------- ���
FOUNDATION(2ND)
�O
ROUGH FRAMING& y
PLUMBING
r1A '
�x
INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
(o o
eb7AL a - 02— _o
_ m
1.3t4
. cN
d
7 N OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
iLDING DEPARTMENT Do you have or need the following,before applying?
- 'OWN HALL Board of Health N/A
SOUTHOLD,NY 11971 4 sets of Building Plans X
TEL: (631)765-1802a Planning Board approval N/A
FAX: (631) 765-9502 Survey X
www. northfork.net/Southold/ PERMIT NO. 7 Check
Septic Form N/A
N.Y.S.D.E.C. ' N/A
Trustees N/A
Examined ,20 Contact:
Approved 920 Mail to: Kerning Liu
2260 Skunk Lane,
Disapproved a/c Catslmsue, NY 11935
Phone: 631 734 4258
Expiration ,20
Building Inspector
® � CC J2010
CATION FOR BUILDING PERMIT
MAH 3 1 Date ,20
INSTRUCTIONS
BLDG.DEPI
a. NM&M C y filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 demol' 'on as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,ho ng code, d egulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
726OSSkunk
atur of a plicant o name,if a corporation)
Lane, Cutchogue, NY 11935
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or.builder
Owner
Name of owner of premises Charles Riley, Kerning Liu
(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. North Fork Woodworks,45819-H
Plumbers License No. 2877-P
Electricians License No. 34091-ME
Other Trade's License No.
1. Location of land on which proposed work will be done:
2260 Skunk Lane, Cutchogue, NY 11935
House Number Street Hamlet
County Tax Map No. 1000 Section 097 Block 03 Lot 18.5
Subdivision Filed Map No. Lot
(Name)
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
/ a. Existing use and occupancy Single Family Dwelling
b. Intended use and occupancy Same as above
3. Nature of,,vork(check which applicable):New Building Addition Alteration X
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost No estimate is made yet Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units ONE Number of dwelling units on each floor NIA
If garage, number of cars NSA
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A
7. Dimensions of existing structures, if any:Front 46.3' Rear 16.1' Depth 47.5'
Height 19'+/- Number of Stories 2.5
Dimensions of same structure with alterations or additions: Front Same as above Rear Same as above
Depth Same as above Height Same as above Number of Stories Same as above
8. Dimensions of entire new construction: Front N/A Rear N/A Depth N/A
Height N/A Number of Stories NIA
9. Size of lot: Front 144.45' Rear 411.17' Depth 318.75'+/-
10. Date of Purchase June 1997 Name of Former Owner Douglas Lovett
11. Zone or use district in which premises are situated R40
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO X
13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X
14.Names of Owner of premises
Charles Rirey,Kerning Liu Address 2260 Skunk Ln,Cutchogue Phone No. 631 734 4258
Name of Architect studio a/b architects Address 651 W.Main St. RiverheadPhone No 631 591 2402
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* 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 X
* 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.
STATE OF NEW YORK)
SS:
COUNTY O6wptg --
Kerning Liu being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
CONNIE D.BUNCH
(S)He is the Owner Notary Poublic,State of N w York
(Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk 50
Commission Expires April 14,10/
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and-M&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^
5� day of 1 v� C/k 20 ja
Notary Public a re f Appli nt
o � Town of Southold
Erosion, Sedimentation & SEorm�;Water Run-off ASSESSMENT FORM
yr yt PROPERTY LOCATION: S.C.T.M.M THE OOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A
1000- 097- 03- 18.5- STORM-WATER GRADING,DRAINAGE AND EROSION CONTROL PLAN
District section Block Lot CERTIFIED-BY A DESIGN PROFESSIONAL N THE STATE OF NEW YORK.
item Number: (NOTE: A Check Mark(4)for each Question is Required for a Complete Application) Yes No
`� Will this Project Retain Ali Storm-Water Run-Off Generated by a Two(2")Inch Rainfall nn Site? --El(This item will include all run-off created by site clearing and/or construction activities as well as all Site
Improvements and the permanent creation of impervious surfaces.)
,z Does the Site Plan andfor Survey Show All Proposed Drainage Structures Indicating Size&Locatlon? X .0
This Item shall Include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl
3 Will this.ftject Require any Land.Fill(frg,Grading or Excavation where there Is a change to the Natural
Existing Grade Involving more than 200 Cubic Yards of Material within'any Parcel?
Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of
Five Thousand(5,000)Square Feet of Ground Surface? M X
5 Is there a Natural Water Course Running through the.Site? ElX
Is this Project within the Trustees jurisdiction orwlthin One Hundred(100')feet of a Welland or Beach?
6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to
One•Hundred(100')of Horizontal Distance?
'l Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off F
X
Into and/or in the direction of a Town right-of-way? —
$ Will this Project Require the Placement of Material,Removal of Vegetation andlorthe Construction of a X
any item Within the Town Right-of-Way or Road Shoulder Area? —
• (This item will NOT Include the Installation of Driveway Aprons.)
9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ X
NOTE: if Any Answer to Questions Ono through,Nine is Answered with a Check Marts in the Box, a Storm-Water,Grading,
Drainage&Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permitl
----------------------------------------------------
EXEMPTION: Yes No
Does this project meet the minimum standards for classification as an Agricuiturai Project?
Note: if You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan Is NOT Requiredl
----------------------------------------------------
STATE OF NEW YORK,
COUNTY OF..........Suffolk....................SS
Kerning Liu
That T......................................................•..........................being duly sworn,deposes and says that he/she is the applicant for Pemut,
(Name of individual signing Document)
Andthat he/she is the ..................Owner...,..................................................................................................................................
(Owner,Contractor,Agent,Corporate Ofrlcor,ote.)
Owner and/or representative of the Owner of Owner's,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 die manner set forth in die application filed herewith.
Sworn to beforeline,dvs; f L
...................if/...�................day of akAer.....................,2(i�*
Notary Public: .........a'(4&;1_4rr ... �{ f •. :,'-i41,.1Fi\ .......................
" ` �tait)Of 6�!G`.°�YC' (Stg eraAp cant
Nntsi Public,
00
FORM -06/O7 No. 01` iMSI !1
Chu.iifiic)ffi in NeV',F York r�!ififiy
Tor- E):pires NOwrer "- r
C)- I o
oF so�ryo 9 o .
Town Hall Annex :"'-' Telephone(631)765-1802
54375 Main Road N �e
• �� ow(631)76
roger.rlChertC n.SOU5gg5OQQd nV.US
P.O.Box 1179
Southold,NY 11971-0959
Comm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
.APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: A,'—n C'k5 0C—ift t C IBC
Name: � (T 4 l=t - - _ -- ------- - --
License No.: 34 0 91 - m r-:-
Address: _ 3 ,,,ti S 14 o
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name: Lr V
*Address: S ICuNk 'LA/ Cu7yoo�oe-
*Cross Street:, M,q.� fj (Z �
*Phone No.: �v. c.Jc-0 wrs2ic S sca 1-T C 04 c-Tr C4,31).2S-5 Val8
Permit No.: �
Tax Map District: 1000 Section: Block: Lot: 1
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
AD4>t i't O&WL a e _":�_Uo SCA F4-
(Please Circle All That Apply)
*Is job ready for inspection: �YE / NO Rough I Final
*Do you need a Temp Certificate: YES /e
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form
_ TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER _ _ STREET �, 1 VILLAGE5,17-
DIST. SUB. LOT
FOR WyrNER.I_: N E .
W r TYPE OF BUILDING
jya-
2ES c_: SEAS. VL. FAR1v1 COMM. CB. MISC. Mkt. Value _
LAND IMP, TOTAL DATE REMARKS
L� 6 Y 1030 �61.
� .i Cab( � `, - � f•., jam;-,'
f r -� d d rl0�J 7 1. (eGt1i 0,�p- El ,i 5t. r,., ��71 �
Z /�� f, -- '?-7 -ie�
- y - V' •J
+cLIQ C?D O O Z SL
.2�
AGE ' BUILDING CONDITION
NEI+ NORMAL j BELOW ABOVE
,
FARM Acre 221—
Value Per Value i J
Acre
,j
Tiflable 1 4 �L ;� �•
Tillable 2
Tillable 3 j`?C
Woodland
NTAGE ON WAFER
FRO
Swampland U
Brushland FRONTAGE Od. ROAD
of
House PI �f"L C
DEPTH oZ� 41
•�:-,� BULKHEAD _ p
Total DOCK00
• • ■■■■■■■ ■■�■ii■■ME line INN
■■■■■■■■■■■
■■■ ■■■■Muni■■■■■ SE!■■
■■■ ■■■■",R5 ice■■
■i■■1 ■■i�i ■It■■■i■■■■■�
- 1-..-- ■■■■■�1■■■■s■ �l■■i■■■■■■t■
■■■■MEN or,
�■■� t # 11■■■►w■■■■
■■■■■■r .� ■� ■ ■■■■■M■m■
■®■■ ■■■i3!■�■�i■■■■■■■■i■■
■■■■■■■■■■■■■■■■
7fation
' Interior
Fire Place
j
s
I
I
A ugi'
` Y
�f
ti
-7-Z-1�:�—� TOWN OF SOUTHOLD PROPERTY RECORD CARD m -13
OWNER _ STREET VILLAGE DIST. SUB. LOT
ACR. f REMARKS -
TYP OF BLD.
r t� ?— )19 1fef A' ?P, •--
PROP. CLASS
LAND IMP. TOTAL DATE
3`7 0 5e7oa
S
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD HOUSEILOT
B.P. n,57W 7
BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted- -f Date Reviewed.
P
Applicant: °� v� i 1��� "" owner:
rchitect + iaeer: �/ 0-ki L Estimated Cost: "'-
SCTM# i 000- / 7 - 3 - /g r s Subdivision: Zone: Conforming?
Property Address: City: Pre COs? Xc 5
Building Permits (Open/Expire ): BP�+1S-G Z/C/o Z- ,Info:�P J-17�_Z/C/O Z- g Info:
�7
BP -30 -Z/C/0 Z- o dS, Info: BP,P-5- 2-Z/C/o Z-d-`(-I'87,Info. 0-�r BP�3�-1�
Single& Separate Search Required? Y o NoDetermination: �^
REQ. Lot Size: 46) o.0 a ACT. Lot Size: 0 Q o REQ. Lot Cov. ACT: Lot Cov.
REQ. Front ACT. Front REQ Side ACT. Side_ _REQ. Rear PROP. Rear
REQ. Height. ACT. Height
Proj ct Des i .tion: �-
e
IN
Waterfront? Y o
If yes, water body: Panel# U yFlood Zone: X Bulkhead/Bluff Distance:
ADDITIONAL APPROVALS REQUIRED
Suffolk County Health: Y o&- If yes, *Bed#: _ *Date: / / *Permit#: Town Septic: Y o�
- If no, certification required. Y or N Received: Y or N By:
NYS DEC: PRE-DEC 9/1175 Y Oi�N - Date: / /_ Permit#: or NJ Letter- Notes:
Southold Trustees: Y of N� Date: _/ / Permit#: or NJ Letter-Notes:
Southold ZBA: Y oo- Date: / / Permit#: -Notes:
Southold Planning: Y 60 Date: / /_ Permit.#: -Notes:
Town Landmark C of A: Y o&I DTE: / / *NYS CODE Compliance(page 26Y)
r N
Notes: /`'`���aQ, / �" -,' ` — �'`�`-``7� !e r
Fee Structure: Calculation:
Foundation: SF 1. ( SF)- ( SF)= SF X $ =$
First Floor: SF + Initial Fee: $
Second Floor: SF +Additional Fee ( : $
Other: SF 2. ( SF)- ( _SF)= SF X $ =$
Total: SF + Initial Fee: $ -c o
+Additional Fee ( : $
y TOTAL: $ 0�-V 0 0 0
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC DESIGN CRITERIA:
Ground Snow Load:ZO Wind Speed: 120MPH Seismic Design Category:B
Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M
Design Temp: 11 Ice Shield Underlay:YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION: j
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION:
DESIGN CRITERIA: ENGINEERS SCRIPTIVE
FULL FRAMING DESIGN ELEMENTS Y
HEADERS:Y/N' . WALL STUDS:Y/N GIRDERS: YIN
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N
LUMBER SPECIES AND GRADE:Y/N
WIlDDOW AND DOOR SCHEDULE: ®�
-NIISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N #
LIGHT 8%: Y/N
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULE-§N
MEANS OF EGRES SON
PLUMBING RISER DIAGRAM:9/N
LOCATION OF DIRE PROTECTION EQUIPMENTjgN
TRUSS DESIGN: YO 49 (
CERTIFICATION: Y6i o'(
ENERGY CALCS: Yo O k
TOTAL COMPLIENCE?/q (RETURN TO PAGE ONE)
i
guF FBI,t� Southold Town Building Department
P.O.Box 1179
�o ay Permit#: 35467
54375 Main Road
o ` Southold,New York 11971 Permit Date: 4/13/2010
pass s (631) 765-1802 Expiration Date: 10/13/2011
Parcel ID: 97.-3-18.5
BUILDING PERMIT RENEWAL LETTER
Dated: 1/28/2013
Applicant: CHARLES RILEY&KEMING LIU
Location: 2260 SKUNK LA CUTCHOGUE
Work Description: ALTERATION
INTERIOR ALTERATIONS TO AN EXISTING DWELLING
A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: CHARLES RILEY&KEMING LIU
Address: 25 TUDOR CITY PLACE APT. # 1817
NEW YORK,NY 10017-6845
The permit listed above has expired. Please contact our office as soon as possible to begin the renewal
process. All work on the project must stop on the expiration date.
No work is permitted or authorized beyond the expiration date.
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
Southold Town Building Department
�c,1�FFflj��� P.O.Box 1179
4 54375 Main Road Permit#: 35467
Southold,New York 11971 Permit Date: 4/13/2010
�y.�qp 0� `� (631) 765-1802
Parcel ID: 97.-3-18.5 Expiration Date: 10/13/2011
BUILDING PERMIT RENEWAL LETTER
FINAL NOTICE
Dated: 4/3/2013
Applicant: CHARLES RILEY & KEMING LIU
Location: 2260 SKUNK LANE CUTCHOGUE
Work Description: ALTERATION
INTERIOR ALTERATIONS TO AN EXISTING DWELLING
A FEE OF $150.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT.
Owner: CHARLES RILEY & KEMING LIU
Address: 25 TUDOR CITY PLACE APT. # 1817
NEW YORK, NY 10017-6845
The permit listed above has expired. Please contact our office as soon as possible to begin
the renewal process. All work on the project must stop on the expiration date.
7010 1060 0001 1573 8312
THANK YOU,
SOUTHOLD TOWN BUILDING DEPT.
1�7- 1& z
z•-f s 6
i
L- h.x1D (,ocJ oe
�41 or
f �
a �189 - 51 -30E—
w
,�J � t` � of Q•. . 1 �
.,
vl
II �
44
w,eas
0
�01 7
2
h
N
C.
CAPv o
rya(.p_. ��•^„y.c.lR;jf•�,•�
�,f4 4,alT " t 7L
�At,,, A, „Q, o.
Vwuna+aaaECnMlMOF.7MMW
"v ,„•,:"�„�'%, �`,i° YMK RATE WXATIOH IAW.
` `+,..,r,+`� C017FB O(' Trm M(11RT ►111* Ndf
8e_ t ... 9SARblo no;L vm RaMotl ii o
CgSSmBI[•DTOOE A VAIa'nIiRCCrY.
{ _ �oWA) of SovTgV&-t> PWMFO.`''wilmmtssKKVa n
[. AL
` C o F*EPAM.AM tN IU BMW TO MM
J V F r o L-K• Go u L3T y , 4 4•W ya p•V- AOM COINPA I . 'SOMMM
}•. G Ge Cl F l�j) o N 1.� TV Aota+cV Arm Rio"drtmma+
I2nW IK7tEM AM TO DU AIMUNM
OF nm t 2MM *MTnUn ra
.5uevc yAD: Sump- 2-0, 19a7 CoM&e.66 IOJv1L As l eq«• Go. t tic . "�"ADWOOL
:. ovs,rn,nowoasv�umrrow�a�a
GAF /'390+-S -9 7UN=ttORiYocA,HA��MONfRol�t7Y
WM
t—AWY6-2S TiTL-6- Ln1Sd2A�c-� Co(��Oe�;'1Dr� ORRM +OPWA' [F"VWA�e"DM.
oa Rt�n ar wAvs.�ANY tiOT ify309YN•
t CtfgeL&S A 4 L-y tJ "sj AREPK?C�R47®
WALL,ACE T. BRYAN
LICENSED LAND:SORV,E°YOR,,
39 PAUL TAN EPHONE 016�721R770 . 11705
PROJECT: GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects
RI L EY/L I U RESIDENCE THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON EACH THE FOLLOWING NOVES SHALL APPLY THROUGHOUT. 651 DRAWINGS. C.O1 Survey Map Copy Riverheadest MNY 1ain S1t901t
1, ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1 T.01 TITLE SHEET Riverhead,
2402
1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NEW LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS 6313231426 02
Owner: YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHIORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 2 A.01 Demolition Plans, Site Plan , , info@studioabarchitects.com
architects.com
Kem i ng Liu & Charles Riley NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY At.t..C0NSTRUGTIG:� SPIALL
NYS FIRE CODE PORTIONS OF THIE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 3 A.02 Basement and First Floor Plans H r_ f THE
• 2260 Skunk Lane NYS PLUMBING CODE ABOVE. MEET i rl� REQL1il-iG`"h����.7`'Cm�TF._4 A
Cutchogue, NY 11935 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT .03 Second Floor and Attic Plans C '3; , D- Ear;'wr `A: /',T .
Phone: 631 734 4258, 631 734 4258 (cell) NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 5 A.04 Elevations
Fax: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. Owner:
e-mail: kemingliu@yahoo.com TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 6 A.05 Building Sections, Guest Room Details
OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 7 S.01 DeckingLayouts CERTIFICATION OF Charles Rile / Kem i n Liu
3. MATERIALS OR AISSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY y
Site Address: 2. DRAWINGS ARE NOT BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS SHOWN AND WITH ONE OF THE FOLLOWING: 8 S.02 Typical Structural Details NAILING & CONNECTIONS 2260 Skunk Lane
2260 Skunk Lane ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR BEFORE ORDERING ANY a) THEY SHALL CONNFORM WITH EITHER THE APPLICABLE CODES OR REQUIRED. Cutchogue, NY 11935
Cutchogue, NY 11935 MATERIAL OR DOING ANY WORK,ANY DISCREPANCIES IN THE DRAWINGS AND SPECIFICATIONS SHALL BE b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 9 ME.01 Plumbing and Electrical Layouts Phone: 631 734 4258, 631 734 4258 (cell)
REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS PERMISSIBLE WITHOUT FIRE TESTS OF BIUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD Fax:
Tax Map#: THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. NO WORK SHALL PROCEED UNTIL SUCH TOWN BUILDING IDEPARTMENT e-mail: kemingliu@yahoo.com
1000-097-03-018.5 DISCREPANCY HAS BEEN RECTIFIED. (OR)
c) THEY SHALL HAWE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE.
3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN 4. ALL MASONRY UrNITS SHALL CONFORM TO THE BUILDING CODE. PLUMBING
architect: OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT,OR NOT 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH ALL PLUMBING WASTE
MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO THE BUILDING CODE, &WATER LINES NEED
studio a/b architects PREPARING THE DRAWINGS, 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 1998 AMERICAN NATIONAL STANDARD TESTING BEFORE COVERING
651 WEST MAIN STREET ACCESSIBLE AN[D USABLE BUILDINGS AND FACILITIES. •�
RIVERHEAD, NY 11901 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, EXCEPT 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT
T: 651 591 2402 WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R319(NYS `
F:651 323 1426 RESIDENTIAL COIDE). PLUIWBr f?CERTIFICATION APP 011FD AS 1v.0 r ED
e-mail: info@studioabarchitects.com 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY 8. ALL NEW THERMiAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R320(NYS ON LEAD CONTENT BEFORE �o
AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL COIDE) ,tom
DATE: �3 ._ f3.P.11 ...
9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATION AND OBTAINING PERMITS FOR GFRr IFICATE OF OCCUPANCY .__...
•�
6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL FIXTURES, SCAFOLDING,ANJY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO C FE:: �D� BY:
WIRE CONDUITS,OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS CONTRACT. ENSURE SAFETY OF OPERATION. OLDER USED IN W/�TER
NOTIFY BUILDING DEEP ARTMrvNT AT
7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO CONTRACT �UPPLYSYST F CAN;ti�GT 765-1802 8 AM TO 4 PM FOR THE
WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT THE E�c.EED 2/1O OF 1% LL=�li, FOLLOWING INSPECTIONS:
ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN ALL FOUR DIRECTIONS MATCHES ZONING: 1. FOUNDATION - TWO REQUIRED
SCHEDULED CONDITIONS. FOR POURED CCt,CRETE
8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE FOLLOWING ZONED: R40 2. ROUGH - FRAMI ;G & FLU BIND
CONDITIONS: REQ. ACTUAUPROPOSED 3. INSULATION
a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO PERFORM THE LOT AREA................................. 40,000....................... 80,000 AS EXISTING C C�Pd'PLY ih�(- •�►`-! CODES OF 4. FINAL - COh:'tF?UCTION MUST
CONTRACT WORK. LOT WIDTH ................................ 150 ............................ 145+/- AS EXISTING NEW YOPi< STA,i_E: MIPLETE FOR C.O.
b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. LOT DEPTH ................................ 175 ............................ 298+/- AS EXISTING AS REQUIRED � ALL CONSTRUCTION Si',;Ll_ MEET TH':
J
FRONT YARD ............................ 50 .............,.....,.......... 154+/- AS EXISTING �.. ...F REQUIREMENTS OF THE CODES OF NEW
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 1 SIDE YARD ............................. 15 .............................. 57+/- AS EXISTING S' THOLD TOWN'ZB YORK STATE. id0'T RES"ONS(SLE FOR
DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF ALIGNMENTS 2 SIDE YARDS........................... 35.............................. 163 +/- AS EXISTING DESIGN A . NO TITUCTi7N ERRORS,
ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. REAR YARD .............................. 50.............................. 103+/- AS EXISTING SOUTNG�.. T
LIVABLE FLOOR AREIA............ 850 MIN. AS EXISTING PL�'N,N NG BOARD
10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION FLOOR AREA................................................................ 1,829+/-AS EXISTING - �Cl' -: TC',"r''u ^TEES
INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR BUILDING AREA................................. 1,480+/-AS EXISTING
ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR ACCESSORY BUILDIMG(EXISTING) .......................... 299+/- AS EXISTING `-� `-- --- 10 ,DEC
INDICATED. COVERAGE 20%MAX. 2.2% AS EXISTING
HEIGHT IN FEET........................ 35 MAX. .................... 19' +/- AS EXISTING UNDERWRITERS CERTIFICATE
11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT SHALL BE HEIGHT IN STORY .................... 2 1/2 MAX. ................ 21/2 AS EXISTING
CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH WIN DOW NOTES: , REQUIRED
ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE THEY SHALL
BE DEEMED EQUAL, 1. . ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. No. Description Date
12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS PER DEPT,OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS,
NBFU AND UTILITY CODES,OSHA CODES AND NYS RESIDENTIAL CODES.
SPECIFICATIONS. 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3
13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS ARE SEC. GUSTS.
3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYS RESIDENTIAL CODE SECTION R308.
SHOWN AS NOMINAL SIZE. 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES.
14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, PARTITIONS AND
OTHER ITEMS EXCLUSIVE OF FINISHES,
15. PROVIDE GUARDS, RAILS, FENCES,CATCH PLATFORMS,
THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION DECKING, NIGHT LIGHTING, ETC., AS REQUIRED BY CODE COMPLIANCE: DOOR NOTES:
tn
16.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, AND SHALL 1.) Use(s) and Occupa2.) Height and Fire Area
Cl Cl 2 stories, as existing; Fire Areaassification(s):Single Family Residence 1. ALL EXTERIOR DOORS SHALL HAVE'A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1
HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY UNAUTHORIZED 3. Type of Construction.Type VB,2x4 as existing) and 2x6 addition platform construction, as existing 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOOBY DOORS SHALL HAVE PANIC HARDWARE AND ALL
yp Yp ( g) (addition) p 9
PARTIES.SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 4.) Structural Design c:rfteria: Engineered. DOORS SHALL HAVE HANDICAPPED'ACCESSIBLE HARDWARE.
5.) Framing elements: "See Structural Drawings 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC,
17.THE,CONTRACTOR 6.) Design load calculations: See Structural Drawings
ONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND GUSTS. I,
SUMMARY O F WORK ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. 7.) Glazing protection: Provide Harricane registant rated windows 4. ALL DOORS TO HAVE SAFETY GLASS'IN COMPLIANCE WITH SECTION R308(NYS RESIDENTIAL CODE).
18.THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, SECURE AND 8.) Load paths from r000f to foundation: See Structural Drawings `
THE SUMMARY OF WORK SHALL INCLUDE BUT IIS NOT LIMITED TO: PAY FOR REQUIRED INSPECTIONS, PERMITS , FEES, LICENSE AND INSPECTIONS NECESSARY FOR THE 9•) Nailing and/or conmection schedule, framing details:See Structural Drawings
( ) 10.) Means of Egress 1(R331 0 Emergency Escape& Rescue Openings): See Window Schedule and Floor Plans
PROPER EXECUTION OF THE WORK. 11.) Plumbing riser diacgram: new fixtures to be connected to the existing vent OTHER NOTES:
-
1. SECOND FLOOR ALTERATION 12.) Location of fire pr(otection equipment, i.e. smoke alarm: See Electrical Drawings
1.1 RAISE NORTH HALF OF THE MAIN ROOF 19. MINIMALIZATION, SEPARATION, AND RECYCLING OF WASTE ARE ENCOURAGED. 13.)Truss design draw'uirgs with certification: n/a 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, PANEL,AND STEEL NOTES AND TESTS.
1.2 RECONFIGURE MASTER BEDROOM AND BATHROOM 2. SEE MECHANICAL ELECTRICAL AND PLLMBING_DRAWINGS FOR RELATED NOTES.
20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAYBE FOUND THROUGHOUT THE 14.) Energy calculationas from design professional:n/a(Prescriptive)
2. FIRST FLOOR ALTERATION CONTRACT DOCUMENTS.
2.1 ADD CLOSET IN A BEDROOM
2.2 REPLACE WINDOWS 21. COPYRIGHT@2009, STUDIO A/B ARCHITECTS
2.3 REINFORCE STRUCTURES, SHIM AND ADJUIST PLUM/LEVEL OF EXISTING OLD LIVING ROOM FLOOR AND WALLS THE ARCHTECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHTECTS AND WERE OTHER R E:G U LATE RY REQUIREMENTS: ABBREVIATIONS PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST,THEY MAY NOT BE
3. STRUCTURAL WORK IN BASEMENT DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, PROJECT OR OWNER
3.1 RELOCATE GIRDER LINE AND COLUMN, REPPLACE THE GIRDER TO SUPPORT LOAD FROM THE NEW ROOF WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. Health Department: Not Required. Numbers of bedrooms are reduced AFF ABOVE FINISHED FLOOR H OR HT HEIGHT
CONFIGURATION, CALLED FOR ON BASEMENT[PLAN AND SECTION DEC: Not Required ALUM. ALUMINUM H.P. HIGH POINT
Board of Trustee: Not Required & AND HRDWD HARDWOOD
4.ALL RELATED PLUMBING HEATING VENTILATTION. AND ELECTICAL WORK Planning Board: Not Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND
r ARCH. ARCHITECT AIR CONDITIONING
5. FOLLOWING REPAIR WORK SHALL BE ALSO INCLUDED: @ AT HORZ. HORIZONTAL
5.1 Installation of New Therma Tru Side Entry Door'"'Hardware to Match existing Therma Tru Door":VERIFY THE BLD'G BUILDING INSUL. INSULATION
LOCATON 5.2 Ins alll tlion of Bedroom entry Pocket door:VERIIFY THE LOCATION WITH OWNER CONTROLED INSPECTIONS:H OWNELOCATIONI MAP: B.O. BOTTOM OF INT. INTERIOR
C.I. CAST IRON L.F. LINEAR FOOT
5.3 Installation of Wainscotting to Hallway:VERIFY'THE LOCATION,STYLE, HEIGHT, AND FINISH WITH OWNER CL CENTER LINE L.P. LOW POINT
CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE -!' D ARC
5.4 "carpeting to be removed and existing wood floor to remain":VERIFY THE LOCATION WITH OWNER CLG. CEILING MAT. MATERIAL !G`c� y�
SOUTHOLD BUILDING DEPARTMENT �' / �' \ �ti ' CLO. CLOSET MAX. MAXIMUM Cj� �¢.I AR//2 TF
CMU CONCRETE MASONRY UNIT MECH. MECHANICAL c ��'�
THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS " ` /` ° ,r ICJ O�
AT LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. r' /`r, COL. COLUMN MIN. MINIMUM x tjk, q�
THE OWNER RETAINS THE RIGHT TO INCLUDE FOR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. r, 26 s t., CONC. CONCRETE MTD. MOUNTED ::;Y
CONT. CONTINUOUS MTL METAL t;• „;
C.J. CONTROL JOINT N.I.C. NOT IN CONTRACT
�, COR. CORRIDOR NO. NUMBER
SITE SAFETY AND PROTECTION NOTES: f r' \; , s' �`t ° '. M. NOMINAL
CU.YD. CUBIC YARD NTCU.FT. CUBIC FEET OS NOT TOSCALE "^`w�OyC
'f 4% n ` DET DETAIL PLY PLYWOOD r ----
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL JURISDICTIONAL AND ` , ` DIA. DIAMETER O.C. ON CENTER
OSHA REQUIREMENTS. ``:�''�a,'' ��'\\ DIM. DIMENSION R RADIUS
S ! DIM DIMMER RAIL'G RAILING
2. SITE SAFETY PROTECTIONS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO EGRESS SCAFFOLDING FIRE a - ~� r' S: ✓ r FichmondDR.
PROTECTION TRIP HAZARDS PROTECTION ETC.THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION;� =' �` T Y5 ` ' . p' reek: IDW DOOR R.D. REINFORCING
./` �. �, �., DWG DRAWING R.D. ROOF DRAIN
BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. �'4, / , `.Q `' �/ S . i �.. E.J. EXPANSION JOINT REQD. REQUIRED
/' f•, Peconic 1; 1
tom , / ELEV. ELEVATION RM ROOM
Eas;t � ELEC. ELECTRIC SF SQUARE FEET
=� ENT. ENTRY Sim. SIMILAR PROJECT:
Cutchogue
�;;` x�' � ,.' \ �,, Qa� �I�,. t�� �� EQ. EQUAL SPEC. SPECIFICATION
Ir/ y' \ �`�nP t� �4' ;`, EQUIP, EQUIPMENT S.S. STAINLESS STEEL R I LEY/L I U
!' 2! ,'` y: 1� EXIST. EXISTING STD. STANDARD
EXT. EXTERIOR STL. STEEL
^•`'' �\'>> ` / St �;� FF FINISHED FLOOR TEL. TELEPHONE RESIDENCE
Cutchogue \Nassau_;, �! PROJECT SITE FIN. FINISH OR FINISHED TH. THICKNESS
Station ,' Point EUGENE ROAD`` FL. FLOOR T.O. TOP OF
\ Saaed Hetan w FLASH'G FLASHING TYP. TYPICAL
JcemC1eTn' F.P. FIRE PROOFING U.O.N. UNLESS OTHERWISE NOTED
to r. \ ~� :.. � �' 1 /, !^�e°` 'iirnl,Gl FT FEET V.I.F. VERIFY IN FIELD
✓ 0 GA GAUGE W WIDTH
t ` GALV. GALVANIZED W/ WITH TITLE SHEET
OPTIONS w f C r f
55 Nassau'C , G.C. GENERAL CONTRACTOR WD WOOD
: � ! sb �) . Q _� Farms
THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESITMATES ADDING OR SUBTRACTING J� `� /" `.�� �`°�• 1 . tip ,j `,;. Far », GL. GLASS
FROM THE BID PRICE FOR EACH ITEM.THE OWINER WILL DECIDE FINAL INCLUSION OR NOT IN CONTRACT. r / . �� ��' - � East creQk��� < a✓-:ld GWB GYPSUM WALL BOARD
+ W ltd rogue
OPT. 1 INSTALL R15 BATT INSULATION THROUGHOUT THE FIRST FLOOR CONSTRUCTION ABOVE ` arCovE + i
UNCONDITIONED SPACES ti. �,. 1. .�
< b Ji" it .. Haywatr,a d�w
OPT.2 INSTALL ATTIC WHOLE HOUSE FAN ON THE ROOF Cove � .
Project number 0905
r",�
THE HALLWAY T THE STUDY N THE 2ND FLOOR �� i' \ k .```�' `" �1�.
OPT.3 INSTALL PULL-DOWN ATTIC LADDER IN H HAL O S U O ``�``� �` t� '^''�k^a"'
Date 9/22/09
-j tl Drawn by HA
25 t Checked by GB IR
T
192009GcIogle-?.Aapdets02009Telek�.tla�T�ms o �t
T , 01 N
T
Scale 1/8" = 1'-0" M
studio a/b architects
651 West Main Street,
Riverhead, NY 11901
— ---- — 631 591 2402
631 323 1426
info@studioabarchitects.com
i
WINDOW TO BE WALLED + EXISTING Owner:
eLot O SHED
NO ALTERATION THIS WALL SHALL BE +
( Keming Liu / Charles Riley
IN THESE AREAS REBUILT WITH NEW SILL ( PROPOSED MA HOUSE
IMPROVING FOR EXISTING � � I. 15 EXISTING FOOT__ � ALTERATION IN HE 2260 Skunk Lane
SOIL CONTACT CONDITION `� i + RINT Cutchogue, NY 11935
N. L ��JD fro o e o Q 631 734 4258, 631 734 4258(cell)
Fax:
e-mail: kemingliu@yahoo.com
a eow EXISTING
GRAVEL
WINDOW TO BE DEMOLISHED �c4 DRIVEWAY
WALL TO BE CUT , W° N / -3 E14
-
FOR NEW BAY WINDOW INSTALLATION
i q % +15 +14 - . ' +11, +10
+15
+14' i / / \ .O
14 — — — r _N+13i / l
s, N4ti�^�v dry ' /`- o
14. R - 103.10'+/- '� .1y / a N E•T rWM
+9�
— % ~ +8
--+1 0-- / S
D N
/ i
1 First Floor Demolition Plan W +12 1+10 +9'
1/8" = 1'-011
I '
+a 1 / / No. Descrlptlon Date
euge
1 +s ;
O �✓�� EXISTING TREE
TYP. ,
- -� • � EXISTING
O $3 LAWN,TYP.
+10
EXISTING APPROX. CONTOUR
J 0�
i
WALLS INDICATED WITH
DASH LINE TO BE DEMOLISHED,
_.
VANITY TO BE DEMOLISHIED I TYP.
'
TOILET TO BE DEMOLISHIED I L WINDOW TO BE REPLACED i
_ W
I
IMAVITR7RDPD AL7}71A71CH OR
(2 I AM" ,O „M NRYKY . A
/JN VMAI CF 1Fk-MN 1709 a IM NW
YORK CtATB EDUCA"M LAW.
DN i RRARMO TIM LAND gt)R% Y M Wig)
sm OR IMM"M nsAL OVAL rar as
C U' (!ON8Q7F M TO IBA YAMUM9 OWY.
WINDOW TO BE REPLACED �G qOGU
i aV M.ARAM OR G1IR WA"MM
f )CW 1J OF S o T d O 4.t>
MACATFD r+raR W awe.RM aa.Y To
7TIR FF7Und FC1R w4N7M TF11S lURVBY It
r c 't rnz COMPANY• aovear4%4FNTA1.
JUFFOLIL GoUi.1Ty +UAW YOf�� G Ge-rI F i�D oN l� T(� : AFa�, T Arm � �,cD ARC
�Raauoaro o a i �fC. �
f I„ I I „II �II II I I
O N Q.ES S t o�l G}L 1�ST e GT Go. �►J C arARANrFPA oR C79tTTFrCATRTN! ARR I Gj .�� /�11�/� �`
�, t997 C G
Nar TRANs,ROtARtB Y� Awrtxxw. . ���. �� ��
!I I - exmvrxrNe OR n,�.prmrr a1VMOrR
0
>
GAF 139 .5 '97
II. I Nar+mK•Ar.RAarvmNTONncoFmrTY 4
Coe o
a i7MffiN( RFiCtilRt11Q)RAlRwR7r1E
2
II � � -- — �Awy�lZ.s T�•r�� T�SdeAac-E- e
_.. ARFNCTC7 TVVM ANYNorOaaN,aRR�rtarwAva.n� f•
eL A• P I
WALLACE T . BRYAN
LICENSED LAND SURVEYOR FOF NON
39 PAULANNA AVENUE,CAYPORT,NY 11705
Second Floor Demolition Pllan TELEPHONE(516)472.1770
o 3.o o - o/8-ooS'
n SITE PLAN
PROJECT:
NOTES R I LEY/L I U
-SITE PLAN IS BASED ON THE SURVEY MAP BY WALLACE T. BRYAN, DATED JUNE 20, 1997
-EXISTING TREE LOCATIONS AND CONTOURS ARE APPROX. BASED ON THE GOGGLE RESIDENCE
EARTH INFORMATION
Demolition Plans, Site
Plan
Project number 0905
Date 9/22/09
Drawn by HA ¢
Checked by GB N
N
T
A. 01 O
0
N
Scale As indicated
studio a/b architects
651 West Main Street,
Riverhead, NY 11901
631 591 2402
631 3231426
Info@studioabarchitects.com
°d.•.
t •
Owner:
a. Keming Liu / Charles Riley
•4• '
2260 Skunk Lane
Cutchogue, NY 11935
631 734 4258, 631 734 4258 (cell)
Fax:
e-mail: kemingliu@yahoo.com
` 4, EXISTING CRAWL SPACE
' b
d
9 A
EXISTING WINDOW TO BE WALL D
REPLACE EXISTING WALL
a
EXISTING 3"DIA. STEEL COLUMN, TYP. a °.,' :a�� , W/2X6 STUD WALL ON
ONE COURSE OF 4"CMU ON
EXISTING FOUNDATION WALL
INSTALL 6" R19 BATT INSULATIO
EXISTING 6X6 CCA GIRDER EXISTING 6X6 CCA GIRDER f
BELOW JOISTS LEVEL BELOW JOISTS LEVEL o
I I' Xr I 4
zev ��� I Aa5
��
N
XLn N , I. -'I ' 'w @J EXISTING 6X6 GIRDER 10
6 1
EXISTING 4X4 GIRDER
@ BELOW JOIST LEVEL w O 1 @ BELOW JOIST LEVEL
8 , d L' w/STEEL COLUMN
SHIFT EXISTING COLUMN THIS WINDOW CO
qd ° ° d TO EMERGENCY A Descrl tion
AND REPLACE 6X6 WITH 2 w p Date
(2)-2X10 GIRDER O o REQUIREMENTS
7 X TO THE PLACE RIGHT I o
BELOW THE 1 FL
X PARTITION
z!° EXISTING CRAWL SPACE TT' : O 4X4 ACQ END SUPPORT COLUMN
EXISTING 6X6 GIRDER {' ( :I j. EXISTING 4X4 GIRDER
d JOIST LEVEL
@ EXISTING I I 'j, @ JOIST LEVEL,
JOISTS 4X 6 1/2 I,•( _ CURRENTLY NOT SUPPORTED
EXISTING LOG COLUMN ;@24"O.C. I:
. '�-�;� >, '��-` -`. !}''(-,'• , � • - j' I, • . - @ BELOW JOIST LEVEL
EXISTING 6X6 GIRDER
I,
EXISTING 6X6 GIRDER
@ JOIST LEVEL 'Q, Ip
EXISTING 3"DIA. STEEL COLUMN, TYP.
— — — — UP
EXISTING 4X4 CCA COLUMN
a 4•
a
\></7\/\7 777 7 7/77</'\/ZZZZZ= III HIM IIIIIIIIIII IIHIIIIII Jim
UP \
REINFORCE AND SHIM TO
ADJUST PLUM AND LEVEL
i 2 1 OF EXISTING OLD LIVING 2 1
____ A.05 A.05 FLOOR A.05 A.05
i
n Basement n First Floor ��?1rD A/?o
/I I II G
1/4 = 1 -0 1/411 = 1'-011 �5 ��
�O p.
Paint Types
Product
Pait Type Application Hue 1st Coat Fnish Coat Color
Door Schedule
A Interior Gypsum Wallboard LLatex Flat Benjamin Moore Eco Spec Interior Latex Primer 2 coarts, Benjamin Moore Eco Spec Interior Super white Number Room Door Type Dimension Finish HW Note
(231). Spot prime as needed for the repaint. Latex Flat(219)
B Interior Gypsum Wallboard or Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer 2 coarts, Benjamin Moore Eco Spec Interior Super white 1 1 FL Guest Double Leaf Sliding or by-folding Panel Door 72"w x 80"h Painted Sliding, or By-folding rail,guide, pulls w/Vanity cabinet.See Bathroom
Wood (231). Spot prime as needed for the repaint. SEMI GLOSS (224) Room Accessory Schedule
C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW 2 coats, BENJAMIN MOORE REGAL 2 2FL closet Double Leaf Panel Door 72"w x 80"h Painted Silver Hinges,knobs
LUSTRE METAL&WOOD ENAMEL (363) EGGSHELL FINISH (N319) 3 Attic 4Leaf By-passing Sliding Flush Door 21'-6"+/-w x 26"h Birch Plywood Flush, stained sliding top rail,guide To Be Determined
D Interior Wood Stain V1Vater Based Stain MINWAX WATER BASE WOOD STAIN OR
EQUAL PROJECT:
E Interior W000d Clear Finish for UIV Protective Water Base 2 coats, BENJAMINE MOORE INDUSTRIAL Clear Window Schedule R I L E Y/L I U
Windows and doors Urethane COATING M73S Rough Opening
F Exterior Wood Weathered Finish Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED Type Mark Width Height Manufacturer Model Finish Glazing Sill Ht Comments RESIDENCE
G Exterior Wood Stained Translucent Stain 1 coat, CABOT CLEAR SOLUTION Cedar
1 2'- 1 5/8" 61 .4 7/8" Andersen 400 TW2062 White exterior, High-Performance Low-E4 6" With screen,white HW; Complies Emergency
Corporation Prefinished white impact-resistant glass Access Requirements
Room Finish Schedule interior
Finish 2 1'-0 1/2" 6'-4 7/8" Andersen 400 TW18510 White exterior, High-Performance Low-E4 6" With screen,white HW
Room# Room Name Flloor Base Wall Ceiling Comments Corporation Prefinished white impact-resistant glass Basement and First
interior
1 Guest Room Existing HW flooringl,patch as needed Match existing, Patch to match existing Patch existing as needed 3 3' -5 5/8" 5' -0 7/8" Andersen 400 TW34410 White exterior, High-Performance Low-E4 2'-6" With screen,white HW; Complies Emergency I o Q r Plans
painted (Type B) Corporation Prefinished white impact-resistant glass Access Requirements
2 Master Existing HW flooringl,patch as needed Match existing, 1/2"GWB Painted(Type A) 1/2"GWB, Painted(Type A) interior
BedRoom painted(Type B) 4 2'-7 5/8" T-8 7/8" Andersen 400 TW2636 White exterior, High-Performance Low-E4 2'.6" With screen,white HW
3 Study (NO ALTERATION IIN THIS ROOM) (") (") (") Corporation Prefinished white impact-resistant glass
4 Closet ExistingHW flooring,, patch as needed Match existing, interior
g; p g 1/2 GWB Painted (Type A) 1/2' GWB, Painted(Type A) 5 2' -4 7/8" 2' -0 5/8" Andersen 400 A251 White exterior, High-Performance Low-E4 1'•0" With screen,white HW Project number 0905
painted (Type B) Corporation Prefinished white impact-resistant glass
3 Bathroom Existing HW flooring;,patch as needed Match existing, 1/2" Fiber Mat GWB Painted(Type B);In Shower 1/2" Fiber Mat GWB Painted (Type B) interior
• painted(Type B) Enclosure, Glass mosaic tile on 112'cement board Date 9/22/09
5 Attic Closet 3/4"T&G Plywood sheathing, exposed (Type X Pal j ted 112"GWB Painted(Type A) 1/2"GWB, Painted(Type A) Drawn by HA q B
Checked by GB N
Glass Mosaic Tiles:3/4"x 3/4"field tile by Dal Tile;, color Ice MIlle VG23-1 r
A ■ 02
0
N
T
M
Scale 1/4" = 1'-0"
studio a/b architects
651 West Main Street,
Riverhead, NY 11901
631 591 2402
631 3231426
info@studioabarchitects.com
Owner:
Keming Liu / Charles Riley
2260 Skunk Lane
Cutchogue, NY 11935
631 734 4258, 631 734 4258 (cell)
Fax:
e-mail: kemingliu@yahoo.com
i
;
;
EXISTING 1 STORY GABLE ROOF BELOW
EXISTING AWNING ROOF OVER DECK
BELOW
NEW 2X6 WALL
INSTALL 6" R19 BATT INSULATION
AWNING ROOF TO BE EXTENDED TOWARD
NEW 2FL WALL
NEW 2X4 STUD
WALL 5' - 3'-6"
INSTALL 3" R15 01
BATT INSULATION O
4
NEW ROOF
NEW 2X4 STUD WALL INSTALL 10" R38
THIS WINDOW COMPLIES TO INSTALL 3" RI GATT INSULATION
cv
FOR
AN EMERGENCY BATT INSULATION
THE REQUIREMENTS
I � I
ACCESS
GEN Y C - - - - -
WINDOW I !
II I
NEW 2 STUD
X4 T D
3
I
i I
_I Master Bed i Ro O
WA LL
INSTALL LL 3 R1 5 NEW 2X4 STU
D WALL
LLCORNER BASKET
- - - - -- - !
T
2 I
II I
✓
BA
TT
NEW SHOWER SHED ROOF BELOW
INSTALL 3" R15
BATT INSULATIO
N
WITH SHOWER RE EPT R AND OVER
� I
R BOW-WINDOW
GLASS DOOR ' „ NEW
I ' I
7 -0 P NT BEL W
Description Date
3 0 5 i
e
EXISTING
; I
I I
D i ! I
I �
TO REMAIN
WINDOW
!
i
I I NEW SL
IDING DOOR
,TYP.
O
R D
ADD O I
SUSPENSION
! A
(3)-2X4
„
III I
e
1/2 STEEL ROD
- -- - rn
I
-- -- ---- --- - - ------ N J BELOW ROOF GIRDER
r - -- - — --- -- - - ---- -- ---- r oo TO 2FL DECKING 5 Attic Closet @64°O.C.
-- O
ADD (3)-2X4
BELOW ROOF GIRDER a
Closet : NEW PARTITION EXISTING PARTITION (ASSUMED)
INSTALL R19 BATT INSTALL R19 BATT INSULATION
TO WINDOW HEADER o It ! r� EXISTING WINDOW INSULATION
VERIFY EXISTING HEADER —_-- _ _ _, io -!� _ i- y TO BE REPLACED
TO BE EQUAL OR LARGER - T
THAN (2)-2X10 0 EXISTING WALL
TO BE EXTENDED �— ADD(3)-2X4 COLUMN
TOWARDS ADD (3)-2X4 COLUMN BLOW ROOF GIRDER
; I
NORTH BELOW ROOF GIRDER TO 2FL DECKING
TOW WI
NDOW W HEADER
;
i
SURFACE MOUNT Bathroom j , BELOW
N
MEDICINE CABINET ' I EXISTING PARTITION
3 I I !
EXISTING ATTIC SPACE
&MIRROR
Stud
Y
. I
I ,
! I
NO ALTERATION IN THIS M I ROO ' ! I
I
II �
� I
I I � I
TOWEL BAR
I
Milli
!i I
i
I
�
TOILET TISSUE HOLDER
----- ----------
2 1 2 1
A.05 A.05 A.05 A.05
?:ED ARCyi
�g V, ,l AR//,
n-A
y Y:.
Attic Level �, -��'�,°��t�"�� yo
Second Floor 2 1/4" = 1'-0" FOF EN r
1 1/4" = 1'-0"
Bathroom Accessory Schedule PROJECT:
Number Fixture Product Quantity Finish Note R I LEY/L I U
1 Towel Bar Ginger Motiv Sine 18"Towel Bar 0202-15 2 Satin Nickel RESIDENCE
2 Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 0206-15 1 Satin Nickel
3 Shower Basket Ginger Hotelier 6"deep corner basket 553DG-15 1 Satin Nickel
4 Wall surface mount Mledicine PLM1630-1,overall 15 1/4"X 30", w/PLSK30 Side Kit 1
cabinet w/mirror
5 Shower Door Kohler K-702010-D3-BN 1
6 Vanity Sink Cabinet Duravit"2nd floor"#6548 1 Bleached Oak
Second Floor and Attic
Plans
GINGER MOTIV: www.motiv.us
GINGER HOTELIER:www.gingerco.com
PLM:www.robern.com
DURAVIT: www.duravit.us
Project number 0905
Date 9/22/09
Drawn by HA a
N
Checked by GB �?
N
T
A, 03
N
Scale 1/4" = 1'-0" M
EXISTING ROOF studio a/b architects
651 West Main Street,
NEW RAISED ROOF
Riverhead, NY 11901
1 2 631 591 2402
REPLACED WINDOW 631 323 1426
WINDOW TRIM A.05 A.05 NEW RAISED ROOF
info@studioabarchitects.com
— FASCIA AND SOFFIT TO TO MATCH
MATCH EXISTING EXISTING, TYP.
I
Owner:
EXTEND AND FILL SHED ROOF AND SOFFIT FASCIA TO MATCH EXISTING Kerning Liu / Charles Riley
I TO NEW 2FL WALL 2260 Skunk Lane
EXISTING SHED ROOF NEW SHINGLES ON 2ND FLOOR Cutchogue, NY 11935
TO MATCH EXISTING 631 734 4258, 631 734 4258 (cell)
Fax:
-�� a-mail: kemingliu@yahoo.com
LL
Tr T1
L� REPLACED 1 ST
FLOOR
EXISTING ROOF WALL EXISTING ROOF
SHINGLE TO
MATCH
EXISTING
I I II
TT
I
EXISTING CNEW'
� BOW WINDOW
\� EXISTING PORCH COLUMN, I
TYP.
1 EXISTING ELEVATIONS AS ARE
IND_OWS_NOT SHOWN
EXISTING ELEVATION AS IS
NO WINDOW SHOWN' ' " "
Ph] hill ii lill 111 IL 111111 Ill 1111 Il If II il [1 11 ii 11 11 '111 R I II II I I 1 111111 111111 11 1
I I—I I I—I I — I— I — —I I II---
"
I - —I —1 —1 = I I 1 I I — I—I I—I I — I I—I I— I =1 — — —I I ��►—► ,—I�11 ► I-1 11— — — _ _ _{ - _ — — — —_ —_ _ — _ _ —_ _ —_ _ _ —_ __ I I I I—I — f — I — I- -
I —NEW BOW WINDOWI—
. " _
—I_ — _ — — — _ —
I I I III I I I I I I I I I I I I—I l II I III I I I I I I I I I I I I I I I I III I I I I I III I III 1 1 1 1 I I I—III — 3RTN — I I I I—III—III—III—III—III`— I—III—II I I—III—I i I—III—III—III—III—III—, I I—III—III—III—f I i—III—I I i—, IIII—III—I I i—III—i I—III—III—III—III—III I I I I I
REPLACE AND REFINISH EXISTING FASCIA AND SOFFIT
East STYLE AND MATERIAL TO MATCH EXISTING
North _ No. Description Date
/ 0 1/411 = 11- 131"
NEW RAISED RROOF
FASCIA AND SOFFIT TO MATCH EXISTING, TYP.
EXISTING DORMER
WINDOW TRIM'
TO MATCH EXISTING
EXISTING ROOF
EXISTING ROOF
Illill lip
LILT
I
a r�
�?FD APO"
�1.R/ /�-
EXISTING WALL ELEVATION
EXISTING 1 FL WINDOWS NOT SHOWNAl
1 iihn 11 n lifin 11 n ll f1 11 I
OF Nam'
—= PROJECT:
- 11=11 I - Ll �..1 = 1 = I —_I =1 = I =1 I = 1= 11— 1= .1 11= 11 -_
I —III—III—f I I—III—III III—III—I I I-1 1 1 1 1 1-1 1 1 1 1 1 I I I 1 1 1 1 1 1—III—III III III III III 1 1 1 1 1 1-1 I I 1 1 1 1 1 1 1 1 1-1 1 1 III III R I LEY/LI U
West I
RESIDENCE
1
Elevations
Project number 0905
Date 9/22/09
Drawn by HA
Checked by GB �?
N
T
A, 04
0
N
Scale 1/4" = V-0" M
i
INSTALL RIDGE
VENT ASSEMBLY
NEW 2X12 RIDGE BOARD NEW ROOF studio a b architects
ASPHALT SHINGLES
NEW LVL(2)-1 3/4"X11 1/4" RIDGE BEAM — ON ASPHALT FELT NEW ROOF Riverhead, NY 11901
BELOW EXISTING MAIN ROOF RAFTER LEVEIL ON 3/4"PLYWD ASPHALT SHINGLES SHEATHING NEW 2X12 RIDGE BOARD 51 West Main Street,
ON 2X12 RAFTERS @16"O.C.
ON ASPHALT FELT 6315912402
INSTALL 10"R38C BATT INSULATION NEW LVL(2;)-1 3/4"X11 1/4"RIDGE BEAM ON 3/4"PLYWD SHEATHING nf 3st 1426
info@studioabarchitects.com MIN. 1"AIR SPACE ON 2X12 RAFTERS @16"O.C. nfoC«�studioabarchitects.com
EXISTING PARTITION BELOW EXISTING MAIN ROOF RAFTER LEVEL
INSTAL R19 GATT 4 p INSTALL 10" R38C BATT INSULATION
INSULATION 12
4 p
EXISTING SUSPENSION 12 Owner:
CEILING JOIST 1/2"STEEL ROD
@ 64"O.C. SUSPENSION eming Liu / Charles Riley
3 ` 11/2"STEEL ROD t7a 64"O.C. gunk Lane
lliff A.05 � �
Cutc
AttIG iv
Cutchogue, NY 11935
631 734 4258, 631 734 4258(cell)
-Closet N ix4 TRIM Attic
— — — — — — — — — — — — Attic /� Fax:
PAINTED — — — _ _ — — �
SLIDING DOOR FASCIA AND SOFFIT TO MATCH EXISTING
15 - 2" ,. SLIDING DG DG OOR ' �5� _ 2�� a-mail: kemingliu@yahoo.com
�� INSTALL INTAKE VENT 11� �— ----- —
5 STING
'9' _ 2-2X6 BOND BEAM REPLACED 6 WALL ARTITION 2 2X6 BOND BEAM
CONTINUOUS— NEW 2X6 WALL SHINGLES To MATCH EXISTING CONTINUOUS
SHINGLES TO MATCH EXISTING ON BLDG PA ER �JU�
M uU ON BLDG PAPER 1/2" PLYWOOD SHEATHING
Study Closet Ma er I 0 m 1/2"PLYWOOD SHEATHING INSTALL 6" 19 GATT INSULATION
r`
INSTALL 6"R19 BATT INSULA N —SHOWER
PAN
_ Second Floor Second Floor
EXISTING FLOOR j
EXISTING IFLOOR JOISTS JOISTS
VERIFY THE JOISTS VERIFY THE
DIRECTION DIRECTION
Guest Room
i
RELOCATE GIRD I E ,
TO BELOW PARTI O First Floor First Floor
of - oil 01 - 011
I= 1 = �EL
= 1= I I ><
_ ►__ ><
Basement -
-71
{ No. Description Date
\ I I I NEW(2)-2X6 HEADER 4"PER 12"
I I I I NEW(2)-2X10 HEADER SHED ROOF
ASPHALT SHINGLES
/�I I ( I ON ASPHALT FELT
ON 5/8" PLYWOOD SHEATHING
WALLED EXISTING WINDOW REBUILT 2X6 STUD WALL WITH R19 BATT INSULATION / I I I 5 ON 2X6 FRAMING
� I I I A.05 INSTALL R38 BATT INSULATION
Second Floor Second Floor Ag
JO►HNSON 134FSLIDING -—
DOORHARDWARE WITH
— - -- - - - -- - — - --- 7' - 7" — 7' - 7"
FASCIA TRACK, OR EQUAL
I I
_ 1X4 FASCIA, PAINTED
NEW CLOSET NEW 2X4 STUD PARTITION NEW PARTITION AND DOOR 0'-4"
= 1x4 PAINTED I KEEP EXISTING
co I � REBUILT 2X6 STUDS WALL CEILING SURFACE
I W/R19 BATT INSULATION
LL NEW BOW-WINDOW
' Guest Room I 5/8"ANCHOR BOLT
ED A
R
Closet i @48°O.C. � � c DOOR TO BE BY-PASS SLIDING DOORS �
OR BY-FOLDING DOORS I I o `� r I TERMITE SHIELD �`5 �c.''�I FAQ/ y����
TO BE DETERMINED BY OWNER iv r
KEEP EXISTING FLOOR LEVEL ��
,
b INSTALL 4"CMU
3 Attic Sliding Door Detail ONE COURSE 1X6 BASE IN BOW-WINDOW
1 - 1 0 A.0 I ON EXISTING PAINTED
FOUNDATION WALL �-
i� ! c ti�rL '.;"ram''
EXISTING DOOR I OP N044
-
I I First Floo- r � First oor ,
_ INSTALL R15 BAT INSULATION
NEW 4X3 (FLAT USE)
CANTILEVER JOIST
6 I—I @16"O.C.
0 ( o I I—� — SOFFIT: 1/2"PLYWOOD SHEATHING PROJECT:
I I I EXISTING I—III R I LEY/L I U
—I I FOUNDATION WALL — —I — NEW 2X4 ACQ SILL PLATE
o ON EXISTING RESIDENCE
'_ — I I—I I — I —I I = FOUNDATION WALL
EXISTING PARTITION —
I— EXISTING JOIST
EXISTING WALL II I I Building Sections,
_ Guest Room Details
I T-T
Project number 0905
Date 9/22/09
Drawn by HA
Checked by GB
Copy of FIRST FLOOR GUEST ROOM Section Thru New Closet and Rebuilt North N
DETAILEDCD
PLAN Wall in Guest Roorm Section Thru Guest Room Bow Window
oil5 U 1/21' = 1'-01' A, 05
N
Scale As indicated co
GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME NAILING SCHEDULE studio a/b architects
CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS)
AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS
THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS IFOR APPLICATION JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING
651 West Main Street,
1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND CONDITIONS ROOF FRAMING Riverhead, NY 11901
02
AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/ORI SPECIFICATIONS MUST BE CALLED TO THE ATTENTION 631 591 2426
OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AIFTER CONTRACT HAS BEEN AWARDED. OTHERWISE RAFTER JOIST
TOP PLATE (TOE-NAILED) 3-10d PER RAFTER inf 3st 1426
CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-1 0d PER JOIST info@studioabarchitects.com
CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP
2, CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP
DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE
APPLICABLE CODES,STANDARDS,AND GOOD CONSTRUCTION PRACTICES.
BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END Owner:
EXISTING ROOF BELOW 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE RIM BOARD TO RAFTER END-NAILED 2-16d EACH END
LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND S)HALL CONFORM TO THE STANDARDS AND WALL FRAMING Kem ing Liu Charles Riley
RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C.., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN
TOP PLATE TO TOP PLATE FACE-NAILED 2-16d* PER FOOT 2260 Skunk Lane
CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. ( )
2X4 OVERHANG X X x I' TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS-EACH SIDE Cutchogue, NY 11935
RAFTERS FOR N N N 2X4 FASCIA BOND BEAM 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING 631 734 4258, 631 734 4258(cell)
STUD TO STUD (FACE-NAILED) 2-16d 24 O.C. Fax:
EAVES, TYP. N V MATERIALS, HEADER TO HEADER(FACE-NAILED) 16d 16"O.C. ALONG EDGES e-mail: kemingliu@yahoo.com
_._____ ODE, RESIDENTIAL CODE,ENERGY CONSERVATION CODE, FIRE CODE, IST,BANDJOIST,ENDJOIST,OR BLOCKING 2-16d PER STUD
� ` - - S CONSTRUCTION TO CONFORM TO NYS BUILDING C BOTTOM PLATE TO FLOOR JO
17L - al I - _ ;� PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUTHOLD CODE, AND ALL (FACE-NAILED)
_-____ -_____.._ OTHER CODES AND REGULATIONS HAVING JURISDICTION. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST,OR BLOCKING 2-16d*^ PER FOOT
I I I I I I I I I I I
6.THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN (FACE-NAILED)
BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,\VARIATIONS MAYBE REQUIRED. IT IS THE FLOOR FRAMING
RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIRMENTS WITH THE LOCAL CODE OR JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST
2X4 RAKE BOARD i SUSPENSION ROD ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED.1/2"STEEL ROD BRIDGING TO JOIST(TOE NAILED) 2-8d EACH END
@64"O.C. 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END
I - COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK
8.THROUGH 11. (NOT USED) LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST
12.ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 TONS/ BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST
NAG BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d* PER FOOT
- - ------0.-- ---__�._-�- _. ~-- -- - - 1 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAYlSOIL TEST, PREDICATED ON THE ABOVE SOIL
CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING WALLIES ARE TO BE ASSUMED AND THE FOUNDATION MUST ROOF SHEATHING
BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE
___._._---- � � � STRUCTURAL PANELS 10d 6" EDGE/6" FIELD
RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER.
l 2-8d PER SUPPORT
NEW 2X12 RIDGE BOARD I( j 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND EiRECTED PER AI SC. 3-8d PER SUPPORT
! / TO BE SUPPORTED1
WITH CANTILEVERED EXISTING RAFTERS 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER (UNLESS WALL SHEATHING
- ------- OVER NEW GIRDER NOTED OTHERWISE)
I STRUCTURAL PANELS 10d 3" EDGE/ 12"FIELD
j Lumber Design Criteria GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD
Visually graded lumber
I I NEW LVL GIRDER (3)-1 3/4"X9 1/4" Douglas Fir Larch(#2 Surfaced Dry or Green @ 19%maximum moisture content)i
j BELOW EXISTING RATERS j I - t I ' - ADD (3)-2X4 All values and factors are from the National Design Specifications for CEILING SHEATHING
ADD(3)-2X4
I I BELOW GIRDER
BELOW GIRDER Wood Construction NDS-2001. GYPSUM WALLBOARD 5d coolers 7"EDGE/10"FIELD
__ -.. . L.... I I I. I TO 2FL DECKING
TO WINDOW HEADER
I I j l I I Extreme Fiber Stressin Bending (Fb)
I--- - I {
BELOW ( ( I I Single Members Repetitive use Factor Bending Stress
0F I 1 I, I Member Fb(psi) Cf Fb (psi) Cr Fb(psi) FLOOR SHEATHING
0F\0 I 2x6 850 x 1.30= 1105 x 1.15= 1271 STRUCTURAL PANELS
EXISTING ROOF BELOW �j I \NOO I I 2x8 850 x 1.20= 1020 x 1.15= 1173 1"OR LESS 8d 6" EDGE/ 12"FIELD
P �P 2x10 850 x 1.10= 935 x 1.15= 1075
2x12 850 x 1.00=850 x 1.15=978 GREATER THAN 1" 10d 6" EDGE/6"FIELD No. Description Date
\A00F I ! I ( I I I Horizontal Shear Stress =Fv x CH= 190 psi
I X Modulus of Elasticity = 1.60E+06 psi * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATHING IS NAILED
I I I I ( I I 3 O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS
II I
i FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH AS SHEAR PLATES SHALL BE USED
16.ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION(APA)ENGINEERED WOOD '
I I I I TO MAINTAIN THE LOAD PATH
SYSTEM (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F;.
II 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE
I I I CIII j I I I I I I I I I Ii I APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BY PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT.
11 . T _._ ____L' I I AN APPROVED TESTING AGENCY.
18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A MINIMUM
,I-- -I -- ---I--� I --)----I ---+--j- ------- - - -- - -- I - - I --I-----�� THICKNESS OF 15/32".THE PANELS SHALL BE APPLIED WITH THE LONG DIIMENSION ACROSS THE STUDS.
19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI
WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIWUM THICKNESS OF 15/32"(19/32"FOR FLOOR SHEATHING). WALL OPENING MEMBER SCHEDULE _
ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL
20.THROUGH 30. (NOT USED) SPAN WALL JACK STUDS CONNECTION
CONNECTION
Roof DeckingLayout 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLLEND INTO EXISTING CONDITIONS.
18'>=W>6' (2)-2X12 OR 8-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16d
32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. (2)-MICRO 13/4"X 9 TOE-NAILED
1/4"OR LARGER
33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE
FOOT WITH A MINIMUM OF 3'-0"COVER. 6'>=W>4' ((2)-2X10 OR 6-16d END-NAILED (1)-2X6 (2)-2X6 (3)- 16d
LARGER TOE-NAILED
34. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d
- -- -- - 35.ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED LARGER TOE-NAILED
LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL,OR OTHER APPLICABLE MATERIAL.
36.ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED,
37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. UPLIFT CALCULATION, MONOSLOPE ROOF
38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS Tu=Wuplift x(16/12) x U2=36 psf x(16/12) (17.25 ft)/2=4,4
SUSPENSION ROD
RUNNING PARALLEL TO SAME. INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END.
1/2"STEEL ROD 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, NAIN 8' -0"O.C. LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN
@64"O.C. HOLDOWN FORCE=VxH =6347
40.ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL ,, _D ARCy/
PEN TO B OW 41.JOISTS HANGERS, ETC.TO BE"SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS.
LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION 46 ® 0
2 -2x6 BOND BEAM 42. FIRE BLOCKING TO CODE R602.8. HOEDOWN FORCE=VxH=3986 tk,
:.. w
- _ - INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH :
SECOND FLOOR SHEARWALL.
DESIGN CRITERIA
� 6 @16��0•0• TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA �y� 237
N 2X `4 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD F QF Jt�'
SNOW SPEED DESIGN UNDERLAY- HAZARD(h)
LOAD (i) (mph) CATEGORY WEATHER- FROST TERIMITE(c) DECAY(d) WINTER MENT
(g) ING LINE DESIGN REQUIRED `mil
DEPTH(b) TEMP. (f)
2X6 LEDGER 45lbs 120 C SEVERE 3'.0" MODERATE SLIGHT TO 11 YES N/A
TO HEAVY MODERATE
DESIGN LOADS
LOCATION LIVE DEAD DEFLECTION LIMIT PROJECT:
EXISTING ATTIC SPACE - SLEEPING 40LBS 10LBS U360 R I L EY/L I U
ROOM OTHER THAN SLEEPING 30LBS 10LBS U360
j ATTIC(NON STORAGE) 10LBS 5LBS U240 RESIDENCE
ATTIC(STORAGE) 20LBS 10LBS U240
ROOF W/FIN. CEILING 120LBS (SNOW)::] 15LBS U240
ROOF NO FIN. CEILING 120LBS (SNOW) 17LBS U180
SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF PITCH.RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. Decking Layouts
WIND BORNE DEBRIS PROTECTION
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED,
- --- PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
FASTENER SPACING
FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT
<4 FOOT <PANEL SPAIN <PANEL SPAN Project number 0905
<6 FOOT <8 FOOT Date 9/22/09
2 Attic DeckingLayout
1/4�� = 1 -0�� 2 1/2"#6 WOOD SCREWS 16" 12" 9" Drawn by Author
2 1/2"#8 WOOD SCREWS 1 16" 1 16" 12" a
a. THIS TABLE IS BASED ON 120 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. Checked by CheckerIt
NOTES: b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL "!
1. SEE A.05 FOR THE ROOF AND FLOOR DECKING OF THE NEW BAY WINDOW IN THE 1ST FLOOR GUEST ROOM . c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS SE01
2. SEE A.02 FOR STRUCTURAL IMPROVEMENTWORK IN BASEMENT d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUICCO, THEY SHALL BE ATTACHED UTILIZING
VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE W/ITHDRAWAL CAPACITY OF 490 POUNDS. N
e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT
Scale 1/4" = 1'-0" M
studio a/b architects
651 West Main Street,
Riverhead, NY 11901
631 591 2402
BEAM AND 631 3231426
/STRAP info@studioabarchitects.com
a,.
2 3/8"
END
DISTANCE
DISTA
ry o
Owner:
a �
0
Kerning Liu / Charles Riley
o�
o .
2260 Skunk Lane
Cutchogue, NY 11935
631 734 4258, 631 734 4258 (cell)
Fax:
e-mail: kemingliu@yahoo.com
SIMPSON LSTA 0 RIDGE (NTS.)
Typical Ridge Connection
1 1 If = 11-0"
SIMPSON CS200
@ EVERY STUD
SIMPSON LTS
OR MTS
SIMPSON H1 @ EVERY STUD
@EVERYISTUD SIMPSON H6
SIMPSON SP4 @EVERY STUD
SIMPSON LTS @EVERY STUD
SIMPSON LTS @EVERY STUD No. Description Date
@EVERY STUD SIMPSON SP1
@EVERY STUD
SIMPSON CS200
SIMPSON H10 @EVERY STUD
SIMPSON H2 @EVERY STUD
SIMPS
@EVERY STUJD SIMPSON H LTS OR MTS ON
@EVERY STUD @ EVERY STUD
SIIMPSON H7
ate,EVERY STUD SIMPSON
SIMPSON H4,
@EVERY STUD SIMPSON 35F LTS OR
@EVERY STUD @EVERY STUD
STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING (NTS.) (NTS.)
(NTS.) (NTS.)
2 T ical Wall to Roof Connections. n Typical Wall to Floor Connection
1/2" = 1'-0"
aSO ARCyi
ARli�� Tin
SIMPSON HTS16 TWIST STRAPS Qr.. � � eNl
COMPLIES WITH TABLE 3.313 --� --
W FCM-1995
(16) 12D NAILS REQ'D \
(6) 12"SIMPSON CS20 TIES
COMPLIES WITH TABLE 3.313,
WFCM-1995
PROJECT:
SIMPSON HEADER CKPOST' RILEY/LIU
(CONNECTION DETAIL RESIDENCE
TS.)
n Typical Window Opening Connections
1/2" = 1'-0"
Typical Structural
Details
Project number 0905
Date 9/22/09
Drawn by Author
a
Checked by Checker
v
N
T
S , 02
O
N
r
Scale As indicated M
studio a/b architects
651 West Main Street,
Riverhead, NY 11901
631 591 2402
631 3231426
info@studloabarchitects.com
Owner:
Keming Liu / Charles Riley
2260 Skunk Lane
Cutchogue, NY 11935
631 734 4258, 631 734 4258 (cell)
Fax:
e-mail: kemingliu@yahoo.com
A A A A A
CONNECT TO EXISTING
o l I( 2"WASTE_- II
- ---- ! Rim - W
0a- T - 4P_
, -- -� '_ �--- �TO ATTIC
=w ' I ---�- rP' { D D D
B A - ' A WALL OR CEILING r----.•.•.--
DN MOUNT SMOKE DETECTOR
-G AND CO DETECTOR I I
AS EXISTING TO 1ST FLOOR
IN STUDY
1 Second Floor PlumbingLayout n Second Floor Electrical Layout Attic Elactrical Layout
1/8" = 1'-0"
No. Description Date
Plumbing Fixture Schedule Lighting Fixture Schedule .
# Room Fixture Type Product Finish2 Note Lighting Fixture 7- 1# Lighting Fixture Type Product Finish Valve Note
1 2FL Bathroom Laminate counter integrated White w/Vanity cabinet. See
Lavatory Sink Bathroom Accessory Schedule A Ceiling surface mount fixture WAC LHT808 white MR16 50W
2 2FL Bathroom Lavatory Sink Faucet Hansgrohe Axor Steel B Wall mount wet location fixture Lightolier Opalex 6776 A19 75W
3 2FL Bathroom Toilets TOTO White To Be Determined C Ceiling recessed shower light WAC R422 white 13WF13TBX
4 2FL Bathroom Showwer Head Hansgrohe Raindance S 120 Brushed Nickel D Fluorescent closet light Enclosed Industrial light T8
AIR 3-Jet Showerhead E Wall through Fan Panasonic FV-08WQ1 white
27457821 WhisperWallTm 70 CFM
5 2FL Bathroom Showier Valve Hansgrohe Axor Citterio Trim, Brushed Nickel Wall
Ecostat Mounted Fan
Thermostatic Mixer 39384821
6 2FL Bathroom Showier Receptor Kohler Captiva K-9531 White w/Glass Door. See Bathroom
Accessory Schedule
WAC:www.waclighting.com
TOTO: www.totousa.com
Hansgrohe:www.hansgrohe-usa.com
EELECTRICAL NOTES:
• MECHANICAL AND PLUMBING NOTES: 11. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE
DRAWINGS.
1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS
DRAWINGS. FOR DIMENSIONS, LOCATIONS AND CLEARANCES.
2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ,3 IF DIRECTED BY THE ARCHITECT, MAKE CONFLICT WITH WORK OF OTHER TRADES MINOR FOR PROPER EXECUTION OF OUT S NEEDED TO PREVENT ���F.D Al?o
LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHEREWORK 5 -Al A�!
�4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY COMPANY r C
HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE,ARCHITECT SHALL BE NOTIFIED BEFORE �
REQUIREMENTS,ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES,CODES AND <v� \atex`
PROCEEDING WITH INSTALLATION,. r 1 ws :l -A
REQUIREMENTS.
3. IF DIRECTED BY THE ARCHITECT, WKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO R
E5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES FOR THEIR APPROVAL ALL
PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK.
4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, MUNICIPAL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL 4
LOCAL STATE AND FEDERAL TAXES FEES AND OTHER COSTS IN CONNECTION WITH THE WORK.
AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT;ANY PORTION
f6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS
OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING JURISDICTION SHALL ��='' l Q
REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. pjt� ``�
BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; 47. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. Off'
COMPLY WITH APPLICABLE UTILITIY COMPANY RULES AND REGULATIONS;COMPLY WITH f8, CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT �.
OCCUPATIONAL SAFETY AND HEALLTH ACT(OSHA) REQUIREMENTS.
5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE DELAYING THE COMPLETION OF THE ENTIRE PROJECT.
COMPLETION OF THE WORK. f9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES,OR
6. CLOSELY SCHEDULE THE WORK S60 THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES,
DELAYING THE COMPLETION OF THE ENTIRE PROJECT. ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE
7. WHERE THE WORK WILL BE INSTAILLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO CORRECT THE
WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, CONDITION WITHOUT ADDITIONAL COST TO THE OWNER.
ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED 110. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS REQUIRING
BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO FIELD WIRING, ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL CONTRACTOR.
CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER, 111. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY PROJECT:
8. THE HEATING CONTRACTOR SHALIL ADOPT EXISTING HEATING SYSTEM AND PROVIDE NECESSARY CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS;NOTIFY ARCHITECT OF CONDITION OF
ADJUSTMENT FOR THE PROPOSED CONFIGURATION. EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL;OTHERWISE, ALL R I L EY/L I U
9. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE.
SAME WITH DRAWINGS AND SPECIIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO 112, INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX AS RESIDENCE
THE SUBMISSION OF A BID PROPOSAL, NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING.
10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE AND HEATING SYSTEMS CAPACITY; NOTIFY 113. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR
ARCHITECT AND OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS REQUIRED,
11. THE CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES,ALLOCATE AND COMPLYING WITH ALL APPLICABLE CODES.
RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED 114. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER(GFCI.),
EQUIPMENT TO WATER,WASTE LINES,VENTS, DUCTS,AND LIKE. UNLESS OTHERWISE NOTED.
12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE,OR TO A 115. INSTALL ALL APPLIANCES ON SEPARATE CIRCUIT.
LOCATION AS DIRECTED BY THE OWNER. 116. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET Plumbing and Electrical
13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE;ALL PIPING SYSTEMS SHALL BE LOCATIONS WITH ARCHITECT AND OWNER.
IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH 117. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED, Layouts
TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 118. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. 119. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED EDGE
15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL NOTIFY OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE.
120. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE.
TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED.
16. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE '21, THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE
CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED.
Project number 0905
Date 9/22/09
Drawn by HA <
a
Checked by GB
N
T
ME01 _o
N
T
Scale As indicated M