HomeMy WebLinkAbout42291-Z � Cp Town of Southold 2/16/2018
P.O.Box 1.179
! 53095 Main Rd
pt' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39517 Date: 2/16/2018
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 2200 Wickham Ave., Mattituck
SCTM#: 473889 Sec/Block/Lot: 139.-3-25
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/20/2017 pursuant to which Building Permit No. 42291 dated 1/10/2018
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:
WINDOWS AND DOORS ONLY IN AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to 2200 Wickham Ave Fmly LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
of
ut a Signature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
'. . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42291 Date: 1/10/2018
Permission is hereby granted to:
2200 Wickham Ave Fmly LLC
13235 Main Rd
Mattituck, NY 11952
To: construct alterations to existing single-family dwelling as applied for.
At premises located at:
2200 Wickham Ave., Mattituck
SCTM # 473889
Sec/Block/Lot# 139.-3-25
Pursuant to application dated 12/20/2017 and approved by the Building Inspector.
To expire on 7/12/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $237.20
CO -ALTERATION TO DWELLING $50.00
Total: $287.20
N_"�
B inspector
Form No_6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
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.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 2 �
L C,
House No. \\ �S�treet Ham et
Owner or Owners of Property: +r N� r 2rGP1�� 2 z
�LSuffolk County Tax Map No 1000, Section J- 1 Block�� Lot
Subdivision Filed Map. Lot:
Permit No. 4aa6ljDate of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (c eck one)
Fee Submitted: $
pplicant Signature
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING / STRAPPING [ FINAL ��i� J D�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRIC A (FINAL)
REMARKS:
u WIN
DATE INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST)
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------------------------------------
'FOUNDATION (2ND) (7 �
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ROUGH FRAMING&
PLUMBING y
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INSULATION PER N.Y. y
STATE ENERGY CODE
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FINAL
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health N/A
SOUTIVOLD,NY 11971 4 sets of Building Plans YES
`l T'EL: (631)765-1802 Planning Board approval N/A
FAX: (631)765-9502 Survey YES
Southoldtownny.gov PERMIT NO. Check YES
Septic Form
N Y.S.D.E.C. N/A
Trustees N/A
Application )(Fc
Flo
�'1177�=[(`"71`r�„� v Flood Permit nve
Examined 2 D Single&Separate���n
Truss Identification Form N/A
DEC 2 0 2011 0 Storm-Water Assessment Form N/A
T Contact:
Approved (J 20 Mail to: Eli Construction
Disapproved a/c B1�D S �E OLD 1490 william Floyd Parway,Suite 106
'TOWN OF S 0 3 / Phone: (631)869-5171
Expiration :7/112 20
Bu i Id MQn ctor
APPLICATION FOR BUILDING PERMIT
Date December 20 2017
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,'housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
Eli Construction
(Signature of applicant or name,if a corporation)
1490 William Floyd Parkway,Suite 106
Shirley.NY 11967
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
General Contractor
Name of owner of premises Trent Preszler
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
Eli Construction
(Name and title of corporate officer)
Builders License No. 36821-H
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
2200 Wickham Avenue Mattituck
House Number Street Hamlet
County Tax Map No. 1000 Section 139 Block 3 Lot 25
Subdivision Filed Map No Lot
2., S'ueAe existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy one family dwelling(primary residence)
b. Intended use and occupancy one family dwelling(primary residence)
3. Nature of work(check which applicable)-New Building Ad . ' Al ation
Repair Removal Demolition Other otk 'Replacement windows in-kind
(Description)
4. Estimated Cost $5,000 Fee
(To be paid on tiling this application)
5. If dwelling,number of dwelling units 3 Number of dwelling units on each floor 0 on 1st/3 on 2nd
If garage, number of cars 1
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any: Front 24 4' Rear 24 4' Depth 33.9'
Height +/-28.6' Number of Stories 2
Dimensions of same structure with alterations or additions: Front 24 4' Rear 24 4'
Depth 33.9' Height +/ 28.6' Number of Stories 2
8. Dimensions of entire new construction.Front N/A Rear N/A Depth N/A
Height N/A Number of Stories N/A
9. Size of lot: Front 100 Rear 216.78' Depth 120.64'
10 Date of Purchase 10/30/2017 Name of Former Owner 2200 wickham avenue,family LLC
11.Zone or use district in which premises are situated 30
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 Trent Preszier Address 36225 Main Rd,Cutchogue Phone No. (631)513-6780
Name of Architect Esteban Lopez Address 210 Southaven Ave,Medford Phone No (631)5066474
Name of Contractor Eli Construction Address 1490 William Floyd Parkway,Phone No. (631)2760404
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.
18.Are there any covenants and restrictions with respect to this property?* YES NO X
* IF YES,PROVIDE A COPY. j
STATE OF NEW YORK) \
S
COUNTY 04& !,Ida—cilu -z--
Eli Construction P ne�R. V eing duly swom,deposes and says that(s)he is the applicant
(Nameof individual signing contract)above named,
(S)He is the Eli Construction
(Con ctor,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 tiled therewith.
Swore tbefore me TRACEY L. DWYER
o day e 20 1-7 NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
otary Public g e of Applic t ES JUNE 30,2
THE DEEDED ACCESS TO LONG CREEK(F007 TRAVEL ONLY)AS SURVEY OF
�Q RECORDED IN THE SUFFOLK COUNTY CLERKS OFFICE ON LOTS 29 AND 30
SEPT 25,20151N LIBER 12833 PAGE 975
MAP
MAT ITUC OF HTS
SITUATE AT
CK
TOWN OF SOUTHOLD
SUFFOLK COUNTY,NEW YORK
OF•Picy. A
15 8 0 1530 45 60 75 90 105 120 135
Tpci`gy N O A� SCALE.1'=30' DATE.APRIL 30,2015
s ry
SOT ;�>' �A LOT AREA:18,303 SQ.FT=0.420 ACRE
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CERTIFIED TO:TRENT PRESZLER Y1
STEWART TITLE INSURANCE COMPANY $
BRIDGE ABSTRACT 3A
TIAA,FSB-ITS SUCCESSORS AND OR ASSIGNS 40 E UK `SSBs
AS THEIR IN
MAYAPPEAR 65 05
JOB NO.2015.170 k O�
MAP N0.1184 O A,�J/ rw mpg �r
FILED:JULY 24,1935
REVISIONS. �/ •°° „� 1,0130 4 °
UPDATE,RECERT,8 MAP Q�Q/ •`' s
RIGHT OF WAY 922/17 00�0(Z�0V/ N a as A,
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/ y ANO DIP�NNOPA
Op,,ON�J.\.
LICENSE NO.050363
HANDS ON SURVEYING M�``y
26 SILVER BROOK DRIVE Z \ ,,x OR SEI P D
TEL.(631369.8312NDERS,NEW YORK
9 FAX.•(631)--369 8313 [ "� 1AaE0 NN O S
1E BRUT
AR JMQ-HAND L.S
COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING
THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE
CONSIDERED TO BE A VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE.
Item Qty Item Size(Operation) Location Unit Price Ext.Price
0017 1 FWOD3168(AL) KITCHEN $ 1506.26 $ 1506.26
ROSize=3'1"Wx6'8" H UnitSize=3'01/8"Wx6'71/2" H
A Series
Unit, Outswing, 4 9/16" Frame Depth, Bronze Sill,AL Handing, Black/Pine,White-Factory Painted, High Performance Low-E4 Tempered, Divided Light
with Spacer, Specified Equal Lite, 2W2H, 7/8", Ext Grille-Black, Int Species-Pine, Int Grille-White-Factory Painted
-- Hardware Trim Set, FWH/FWO, LH,Anvers-Oil Rubbed Bronze
Viewed from Exterior Lock, FWH/FWO, Exterior Keyed, Oil Rubbed Bronze
Zone. North-Central
U-Factor 0.31, SHGC 0.21, ENERGY STAR®Certified No
Subtotal $ 16,447 0
Total Load Factor Tax(8 625%) $ 1418.56
Customer Signature 5 195 ,
Grand Total $ 17,865 5
Dealer Signature
*"All graphics viewed from the exterior
*"Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or
other items.
0"'Nall,
Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified.
This image indicates that the product selected is certified in the US ENERGY STAR®climate zone that you have selected.
Data is current as of May 2017 This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification.Ratings may
vary depending on the use of tempered glass or different grille options or glass for high altitudes etc.
Nexia is a registered trademark of Ingersoll Rand Inc.
Project Comments.
Quote#• 188 Print Date 11/28/2017 Page 60f 6 iQ Version. 17 1
Item Qty Item Size(Operation) Location Unit Price Ext.Price
—� 0014 1 TW2642(AA) MASTER $ 474.29 $ 474.29
ROSize=2'8118"Wx4'47/8" H UnitSize=2'7518"Wx4'47/8"H
400 Series
Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W1 H, 7/8", High Definition Chamfer,
=Ej,
Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Lock, Sash,TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone. North-Central
U-Factor•0.31, SHGC 0.28, ENERGY STAR®Certified:No
%— 0015 1 CIR20(F) BATH#2 $ 1253.10 $ 1253.10
ROSize=2'05/8"Wx2'05/8" H UnitSize=2'01/8"Wx2'01/8" H
400 Series
Unit, Circle Windows, Black/Pre-finished White, High Performance Low-E4 Obscure, Divided Light with Spacer, Colonial, 2W2H, 7/8", Black/Prefinished
White, Permanently Applied, Chamfer/Chamfer(Includes 4 9/16" Factory Applied Pre-finished White Complete Unit Extension Jambs)
Arch Casing, 2 1/2" Ranch Pine(Includes Standard Pine Transition Pieces)
Viewed from Exterior
Zone: North-Central
U-Factor•0.28, SHGC 0.31, ENERGY STAR®Certified:Yes
0016 1 - CIR20(F) GABLE END $ 1104.18 $ 1104.18
lj
ROSize=2'0518"Wx2'05/8" H UnitSize=2'01/8"Wx2'01/8" H
400 Series
Unit, Circle Windows, Black/Pre-finished White, High Performance Low-E4, Divided Light with Spacer, Colonial, 2W2H, 7/8", Black/Prefinished White,
Permanently Applied, Chamfer/Chamfer(Includes 4 9/16"-Factory Applied Pre-finished White Complete Unit Extension Jambs)
® = Arch Casing, 2 1/2" Ranch Pine (Includes Standard Pine Transition Pieces)
Viewed from Exterior
Zone. North-Central
U-Factor 0.28, SHGC 0.32, ENERGY STAR®Certified:Yes
Quote#' 188 Print Date 11/28/2017 Page 5Of 6 iQ Version. 17 1
Item Qty Item Size(Operation) Location Unit Price Ext. Price
0011 2 TW2642(AA) BED#2-2X NORTH $ 474.29 $ 948.58
EEI ROSize=2'81/8"Wx4'4718" H UnitSize=2'75/8"Wx4'4718" H
400 Series
Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W1 H, 7/8", High Definition Chamfer,
Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone. North-Central
U-Factor 0.31, SHGC 0.28, ENERGY STAR®Certified:No
0012 2 TW24310(AA) BED 2-2X EAST $ 451.78 $ 903.56
RO Size=2'6 1/8"Wx4'0 7/8" H UnitSize=2'55/8"Wx4'07/8" H
Series
Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W1 H, 7/8", High Definition Chamfer,
Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone. North-Central
U-Factor 0.31, SHGC 0.28, ENERGY STAR®Certified No
0013 2 TW24310(AA) MASTER $ 451.78 $ 903.56
ROSize=2'61/8"Wx4'07/8" H UnitSize=2'55/8"Wx4'0718"H
400 Series
I_J� Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W1 H, 7/8", High Definition Chamfer,
Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone: North-Central
U-Factor,0.31, SHGC 0.28, ENERGY STAR®Certified:No
Quote#' 188 Print Date 11/28/2017 Page 4Of 6 iQ Version. 17 1
Item Qty Item Size(Operation) Location Unit Price Ext. Price
0008 1 AW251 (V) BATHROOM#1 $ 470.88 $ 470.88
ROSize=2'47/8"Wx2'47/8" H Unit Size=2'4318"Wx2'43/8" H
400 Series
Unit, Black/White-Factory Painted, V Handing, High Performance Low-E4 Obscure Glass, Divided Light with Spacer, Specified Equal Lite, 2W2H, 7/8",
Ext Grille-Black, Int Grille-Prefinished White
Hardware Pack, PSA, Estate Style-Oil Rubbed Bronze
Viewed from Exterior
Zone.North-Central
U-Factor—, SHGC —, ENERGY STAR®Certified:--
.__....._
0009 1 AW251 (V) BED#1 $ 413.16 $ 413.16
ROSize=2'47/8"Wx2'47/8" H UnitSize=2'43/8"Wx2'43/8" H
400 Series
Unit, Black/White-Factory Painted, V Handing, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W2H, 7/8", Ext Grille-
Black, Int Grille-Prefinished White
® — Hardware Pack, PSA, Estate Style-Oil Rubbed Bronze
Viewed from Exterior
Zone. North-Central
U-Factor 0.29, SHGC 0.28, ENERGY STAR®Certified Yes
0010 1 TW2642(AA) BEDROOM#1 $ 435.21 $ 435.21
RO Size=2'8 1/8"Wx4'47/8" H UnitSize=2'7518"Wx4'47/8" H
Series
Unit, Equal Sash, Black/PI White, (Top Sash) High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W1 H, 7/8", High
Definition Chamfer, Chamfer, Ext Grille- Black, Int Grille-Prefinished White(Bottom Sash)High Performance Low-E4 Glass
Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone.North-Central
U-Factor•0.31, SHGC 0.28, ENERGY STAR®Certified. No
Quote# 188 Print Date 11/28/2017 Page 30f 6 iQ Version. 171
Item Qty Item Size(Operation) Location Unit Price Ext. Price
0004 2 TW2646(AA) DINING ROOM $ 489.30 $ 978.60
RO Size=2'8 1/8"W x 4'8 7/8" H Unit Size=2'7 5/8"W x 4'8 7/8" H
Series
Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite,2W1 H, 7/8", High Definition Chamfer,
Chamfer, Ext Grille- Black, Int Grille-Prefinished White(Each Sash)
Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone. North-Central
U-Factor 0.31, SHGC 0.28, ENERGY STAR®Certified:No
0005 7 TW2646(AA) LIVING ROOM- 2XSOUTH 3XWEST $ 489.30 $ 3425.10
2XNORTH
-- RO Size=2'8 1/8"W x 4'8 7/8" H Unit Size=2'7 5/8"W x 4'8 7/8" H
400 Series
Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W1 H, 7/8", High Definition Chamfer,
Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Viewed from Exterior Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Zone North-Central
U-Factor 0.31, SHGC 0.28, ENERGY STAR®Certified:No
0006 1 AW251 (S) STAIRWELL $ 296.80 $ 296.80
ROSize=2'47/8"Wx2'47/8" H UnitSize=2'43/8"Wx2'43/8" H
400 Series
Unit, Black/White-Factory Painted, S Handing, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite, 2W2H, 7/8", Ext Grille-
Black, Int Grille-Prefinished White
Viewed from Exterior Zone. North-Central
U-Factor 0.29, SHGC 0.28, ENERGY STAR®Certified.Yes
Quote# 188 Print Date 11/28/2017 Page 2Of 6 iQ Version. 17 1
Andersen. Andersen Windows -Abbreviated Quote Report Andersen
:• Project Name: ELI - CUTCHOGUE
Quote#* 188 Print Date. 11/28/2017 Quote Date. 11/21/2017 iQ Version. 171
Dealer 84 Lumber Company-0620 Customer-
1751
ustomer1751 West Main Street Billing
Riverhead, New York Address
631-369-0084 Phone. Fax:
Sales Rep Jean Claude Contact:
Created By- John Greenwood Trade ID Promotion Code
Item Qty Item Size(Operation) Location Unit Price Ext. Price
0001 1 FWOD6068(APLR) DINING ROOM DOOR OPTION $ 2918.91 $ 2918.91
ROSize=6'0"Wx6'8" H Unit Size=5' 11 1/4"W x 6'7 1/2" H
A Series
Unit, Outswing, 4 9/16" Frame Depth, Bronze Sill,APLR Handing, Black/Pine,White-Factory Painted, High Performance Low-E4 Tempered, Divided Light
— — ----- with Spacer, Specified Equal Lite, 2W2H, 7/8", Ext Grille-Black, Int Species-Pine, Int Grille-White-Factory Painted
—__--_ Hardware Trim Set, FWH/FWO,AP/PA,Anvers-Oil Rubbed Bronze
Viewed from Exterior
Zone: North-Central
U-Factor 0.31, SHGC 0.21, ENERGY STAR®Certified-No
0003 1 TW26210(AA) KITCHEN SINK $ 414.84 $ 414.84
ROSize=2'81/8"Wx3'07/8" H UnitSize=2'75/8"Wx3'07/8" H
400 Series
Unit, Equal Sash, Black/PI White, High Performance Low-E4 Glass, Divided Light with Spacer, Specified Equal Lite,2W1 H. 7/8", High Definition Chamfer,
Chamfer, Ext Grille-Black, Int Grille-Prefinished White(Each Sash)
Lock, Sash, TW, Estate Style-Oil Rubbed Bronze(Includes Keeper and Screws)
Viewed from Exterior
Zone. North-Central
U-Factor 0.31, SHGC 0.28, ENERGY STAR®Certified:No
Quote# 188 Print Date 11/28/2017 Page 10f 6 iQ Version. 171
GENERAL QG3C�G��l`�CC�4o
1.ALL CONSTRUCTION SHALL STRICTLY CONFORM TO THE STATE BUILDING CODE AND ALL BUILDING PLAN REVIEW �� BUILDING PLANNING rll , I,ry', 1
FEDERAL AND LOCAL CODES WHICH ARE APPLICABLE. TOWN BUILDINGS PLANS EXAMINAR SHALL REVIEW THE ENCLOSED DOCUMENT
PRESZLER RESIDENCE"
2.GRADE AS INDICATED ON THE DRAWINGS RELATES TO THE FLOOR LEVEL ONLY AND HAS FOR MINIMUM ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE TOWN AS
�Q! ,
Il�il�lll�'I
RELATIONSHIP TO ANY EXISTING CONDITIONS OR DATUM. SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF THE NEW YORK STATE II'jI►I !�.'; i" °"'',' t �' l L�,;li,'
3.THE SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SYSTEM SHALL BE AS REQUIRED BY OF NEW YORK.THIS REVIEW DOES NOT GUARANTEE COMPLIANCE AS AN 2200 W i c k h a m Ave,
Ill:ih!�i 1
LOCAL BOARD OF HEALTH. ATTESTATION THAT,TO THE BEST OF THE LICENSEE'S BELIEF AND INFORMATION, TABLE 11301.2(1) iI,::ARCHITECTURE::_::CONSTRUCTION::
4.THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND THE WORK IN THIS DOCUMENT M a t t i t u c k, NY 11952 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I
_....__._...,.... .__.,.,. -_., ,...-� _, ,_,._..., �-_...- - _..»»«.-.�„„....." 1-111"W1.1--- . . . . 91DESOM I NRIENNOVATIONS EXTENSIONS-INTERIOR
THE ARCHITECT OF ANY DISCREPANCIES. -IS ACCURATE,
5.ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS AND -CONFORMS WITH GOVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, SUBJECT TO NTA.... 1=IR..
GRC?t1NU WIND SEISMIC "-...".•"x"...,,..x .".x":.""x.x-x•""xx„..................x"..x,x""xxxx",""""."" WINTER ICE BARRIER AIR MEAN 210 SOUTHAVEN AVENUE MEDFORD,NY11763
INSTRUCTIONS -CONFORMS WITH REASONABLE STANDARS OF PRACTICE AND WITH VIEW TO THE SNOB SP EEDd DESIGN F1�OSt Nlne �l DESIGN UNDERLAYMENT FLOOD fFREEZINGi ANNUAL Phone:6315066474 Email:ELOPEZfdARQUI-CON.COM
SUFFOLK COUNTY TAX MAP : Phone:6313009077 Email:IVOfdARQUI-CON.COM
6.THE GENERAL CONTRACTOR SHALL MAKE ARRANGEMENTS WITH THE OWNER TO SELECT, SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, LO'A'D (mph) CATEGORY' Weatherin�g,3, depth° Terni)tec TEMPI' REQUIRED" HAZARDS9 ' INDEX' TEMPI
AND INSTALL AS REQUIRED(PER N.E.C.,N.E.M.A.,NATIONAL PLUMBING CODE,A.S.M.E.
A.S.H.R.A.E.SPECIFICATIONS)ALL HEATING VENTILATION AND AIR CONDITIONING -IS THE RESPONSIBILITY OF THE LICENSEE, 1000- 139-03-25 20 130 B/C SEVERE 1 36" mod/huy 11/15 YES 07/79 599 51.0
WHICH ARE NOT OTHERWISE SHOWN ON THESE DRAWINGS.ALL EQUIPMENT FIXTURES. EXISTING CONDITION
I
ETC.....AS REQUIRED BY APPLICABLE LOCAL CODES.....SEE OWNER&
)'�a>N'41: I pN,)t1r11.1 t1a:r saptNalnL1 IK�N:1l =(:1xt)'1�'�)kl':N» I ''rile pxcr llcaaNl"=C:?.x'17 lr1/s,
,l. '441,,NNlyl:,tiNN.,N111'l t`(.c 'lira ,It Ili),,, sIrcn'„th con Ic(lr ',raad (,rf fn Isom D D � ❑ ❑ D
CONSTRUCTION X THE MECHANICAL SYSTEM IS ADEQUARE TO HANDLE THE ADDITIONAL LOADS t"�°' pw 1�l' w:p f"' �* " �" •' : '" ' ` . Y Ihrrn r1t"a:(`S4r:Ir',V 1c;1~~Naq,iSM`y N.INa:strr.tl(:l:aar::Il re(laNirl::rrr(:nt.s t:11`llNis a:(ac:NN;:,".l"I'N(:'*a't:;ltfr+.:rirlp a:(ylr.Nrrrt'l q
-C90 OR ASTM-C145 LATEST IMPOSED BY THE NEW ADDITIONAS/ALTERATIONS sh.J111 Ihr Ii11c�a:1 `rl rvi l7 M 'w'wI''"° ,w' " " �' . 1 '.,` ""` LL'"' LL'" "�' r„ »"" " ." a . " " ' ,LL' '•'•' ),'
r t t 11 ealherin i Nnodex (t,t x„ Ileplligibk.,„ N11t1&111te, O Nevely )forcona.rN".t(,tail a eta,rlllrrled(ming tht~We«.:ItINr~rirlg PI-cof ability ICU Map[Figure
C.. 7 3 C-,90 Cw.' 129J C�, 14#
7.ALL CONCRETE BLOCK MATERIAL SHALL CONFORM TO ASTM I�:�(:11 x;lw(•.1��.TI1a:,Bradt:: a)t 11'Nilsc}rNl"�1 atlrtits sl'Itlll hC;,dC;.l.a.rr'r1r11a.�d fe()rll r'IST.�'I �., ,lbw�, ;�;�,�,. Cyd'„ „ �, " ;�" �.,, 2 1++'i()N"'Nv"£i�r"?x
8.THE TOP 8"COURSE OF ALL CONCRETE BLOCK FOUNDATION`WALLS SHALL BE SOLID,ALL '�"' � „ N � *'. ' „' » •�' ' •w � •„
BOLTS SHALL BE SET INTO A HOLLOW CORE BLOCK AND MORTARED [XI THE EXISTING ELECTRICAL SERVICE IS ADEQUATE FOR PROPOSED CONSULTING
h 1*111� 6.081 lisle de.t.l'1 rust' require de .elft:footings Ih an indicI;lleld in Figure R411");1 U I . `fI'a 'rN ':I al" � " ° .. " I G
9. FILL CONCRETE SOLID UNDER CONCENTRATED LOADS IN ALL BLOCK WALLS ABOVE AND BELOW ADDITIONS/ALTERATIONS.
f" � I I' tl �, ) 1 „p 11. 1a tN(ra I.,haN.1I:FiNI if) II1t.f ra)sl line ll(.'a.Na:p:Itll(.,a)ll.rrinl ix NtNI tl1a.lN'kNnil'rlalTll
10.ALL LOOSE LINTELS SHALL HAVE A MINIMUM OF 6" BEARING ON EACH END OF THE
(.Na^p:�lll.()I"Ill"Na`ttirNs!.(:>a:)t:w+lwr (irriwlr p*rA,N(.I+,w,
ARVENT,
Jrisdicl ioll shall fill in this part of 11301 ll�tlle to indicate tl e need for x °t >." '' depending, :4' ' :h x„ , , ., „ .". ., ,,,• „ ,. , ' I'.dam-, 103 SPRAY STREET MASSAPEQUA N.Y.
OPENING UNLESS OTHERWISE [XI THE EXISTING SANITARY SYSTEM IS ADEQUATE TO HANDLE THE TOTAL#OF
p l C IN N p)r(tLLt.Na)tTa.NCt 4V11c 1,lla:r t)Nt NC,.I1Nlh lyl.G:CIiN I1N!"tt1N oflocal�+N1111a,NNctrNC,lCt It rrlttt�tfaitTl- (516) 799-6286 FAX(516)
11. PROVIDE 5/8" DIAMETER BY 18" GALVANIZED ANCHOR BOLTS 45" O.C.MAX TO ANCHOR THE WOOD PER. BEDROOMS PROPOSED(AS PERS O.H. ULAT S)
SILL TO THE FOUNDATION OF BLOCK WALL IN 1 STORY STRUCTURE,23"O.C.@ 2 STORY r Tisa)t(tli(:rNI S1rs111 fill irN tll.ts p>strtl a)I"111as l.sablas w'il.Il tllar '"I n(1 at^•a.tl 1ra;aN'rI l}ta:I�1Msia`�vir>(1~~ '~arc)rTt}N. [°1'�al.r["I'.)(.M �t4"" 1 w' •r 'I „ " _ Email:
, N P P g 1 �,(.�l)�x iInd ex urc c,ala.,�(.Nr,y »h,t11 he da Ill r
_ t:Jl1 r1 SNIa"''i a"a I IIC:s l)i.N:wt,4 In eil';"a`(:NralFNrl(:ar with S("('l IC.In l {.11..?x 1 x^ix a,fl
12.MIN.SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MUST COMPLY WITH R.C.OF N.Y.S.TABLE [XI THE EXISTING BUILDIN MEETS 2015 BUILDING CODE-SEE RESCHECK REPORT _
13.ALL CONCRETE AND REINFORCED CONCRETE MATERIAL DESIGN AND WORK SHALL CONFORM TO
rlal (larsll�n(fr r�N"IrrNltl teI'llper�t.111I't'141''ll be s."cl cte I"N(.NNN1 tlrt�a`olu nNNs ol"971/7°"1("I', Ill �'ktltJa',�»for tivinto:T froln Appendix ")aN"l., ! tla rt. ".► N �^'
rirl
LATEST A.C.I. 1 1 , .' it
,llr, _k1 .Y 1 I: ., ., •I". . 1 K , :a :"xY :11".811
r, ,� ," . , . y' re
.,'•,,. .. „ 'I .u. :F.r x "v
. I X ., .I 1'la. ,rrl.r rrtra rrrr!1 lrlr7llrirr; i..';. ,
GENERAL NOTES � �,. I)a.tit,atlaitll!+Irl.)Ir11.INL'aAp"«p1a,r1a11x1)ta.r111�a.I"Nl.urr.,;�h:1Na(III�a.I�.,Nnita.,alla�rt~.1�r.'�.,tltrca�lc(irlltCa:.st�rla�.,.Nl�ar�..a�tll�la:xp"IcwNrt�•Ila•,cwl1a,c:l(lel°(gritieclla�,'llaelrr.ril(:IMNI�;('Nftic•N;:11.
14.SOIL BEARING ASSUMED AT 1 TONS PSF SUBJECT TO ACTUAL TESTING AND VERIFICATION BY
" I riscliction sha)I Fill in this Part OrthC Urlble with the s.cLLisfrlie,alesi�,rl a:.ala.'*()ry(f+rtlrrnlirla.tf I"'()Ili Section R301.?.'�,1"
GENERAL CONTRACTOR.THE PDN.CONSTRUCTION SHALL BE IN ACCORDANCE WITH R401.2 UNLESS OTHERWISE NOTED OR SHOWN ON PLAN THE FOLLOWING NOTES SHALL APPLY)
risdietion shall fill in this earl a).f"thetaabla:~�xi.th fate)tbe dale N;11"lIl(� r.Nrisaliarlir,)Tl"sen ° ' - • i a " t �• , -
IN SECTION " 1 " , .J entry iflta:Nlha, (�ialtit..nall f lN;x:x:l IrlsaJrxrnc:a,.N raw„Ialrlli,'(:la:ala"a'11"llt.la:'iPli�NrlaNl`tllt,.11rsl .4, 4:•` ',;-;,�', '..;-�,�, -� !, �.
1.ALL EXISTING MASONRY WALLS ARE TO BE BRACED DURING CONSTRUCTION UNTIL PERMANENTLY ,. . .„.. ,,, . . ,,. ., „ ..,, - s'_. •. a -
" ,„
"
rl:lr�liryaNn(:aw.I,rrl'rll.anal „a.lrlt.'rlttNf 1lal+:la)INaararra.It.Nr�..al�,1 II�MtNIc ela�l,(..It�Malf 1.}Vasa"r.rrN »'ll a... wp a adopted w' Ci -
'° ® a ()Mala.N)ta.,t.)hv't.li+~"(r.1;)rl'r"' _
15.ALL FOOTINGS SHALL BEAR ON UNDISTURBED - � m , Nl y a I la Ir a. I (Nt11rN .III(.)N (.31.M. N.)rtsl.Ita.rf"IaNaN(.I lulxharal IrraN l
16,ALL STEEL SHALL BE ASTM,A-36 AND SHALL CONFORM WITH A.S.I.C.SPECIFICATIONS FOR RESTRAINED AT THE TOP.
r•/' j
FABRICATIONAND ERECTION OF STRUCTURAL STL. FOR 2. LAP SPLICE REINFORCING FOR MASONRY A MINIMUM OF 48 BAR DIAMETER OR 24"WHICHEVER IS GREATER, s.
DESIGN, UERFOR
I Mxi ance with.Sections 8905.2.7.l Ft�7():5x4.3.1 RIN)�5,5,'3,1 R905.C> � (1 5 3 „. 11905.8.3.1, LL , ' , , .' h �:...
„ , .1*R.t). x"7.x.,1*ulai where there tl L„l��ls been;a fl i sta)N"wi oflocal alrull alb,+..from a>rll 111 L.
17.ALL LUMBER FOR FRAMING SHALL BE A MINIMUM OF NO.2 THEM-FIR(NORTH) PER UNLESS NOTED OTHERWISE. _.
o x„X A i „F ' : "Y a " y M ." �. " "YES",,
," ,," I.,y " ' „ a ' ,4 A' " •Y ! ° "No ".
i h»
I t(.a.clalll'irr7xtr ,thl, t11l tf i;.M,i(~rl ti h�lMl, fill 1tI Ihl�, ..nt')of the < . ,%v " ,
LUMBER 1I MIN.DOUBLE ALL JOISTS UNDER 3.PROVIDE VERTICAL WALL REINFORCING IN FIRST CELL NEXT TO CONTROL JOISTS. lg. J �► t lhl� 111 YI..,,� " C.)fl7a"t"tiw 1 sa,„the.�ltt"i t 1(,llt}ll +Ita:ll) fall iT1 thl�» p LLlrl ofthe I.a.lhlc„ 1(.h N " F. �- •', ,�
FOR SPANS OF STRUCTURAL
risllla.11aNrl 41la.NNl I ill ill Ill`s a:ar1.(:t l.ha..tI*11) , IN l : fM}.,. ', " y -
h 11 " a 1 Y k a / aat
AND AT ALL 4.CONTRACTOR SHALL FURNISH ALL PLATES,CLIP ANGLES,CONNECTIONS, FILLERS, NAILED HOLES,
p) I la N I,t11a 1 . a.7lr Na„lN.rrll p)("riN.)C,lkair l"rrsrirlp.,iNr(I(.•x I,N3!°•(fsas)Irtlrrr I"ip„tura. l'f();1„°f )(Nrf"r(:1N'N'N t.N'Nt:" l()(,) ("air , .;).' )
-_ a LL "Air
, W .„r ,• ryl a I ., 3 a ,a' 1. '",.
:rn tl1a, Iflal N('nsal t,,IINTNItrc. Data Center a9.a7tt trNl�l* •° r
18.BRIDGE ALL JOISTS AT 8'-0"O.C. WOOD LINTEL SCHEDULE: (WHEN NOT SHOWN ETC., REQUIRED FOR THE COMPLETION OF THE STRUCTURE EVEN IF EVERY SUCH ITEM IS NOT SHOWN ON t i4lr l 11k,a.,rll1 lulNt.x- tIS�A N1a.lhaatl 1,13aay ' 3., Falllta:llll4at,) Nlt 'N V4 U4r.rrC:CIC`,11CMIjx.I.g0 v/fI),gf.hitIll1. --
2-2"x10"SPAN TO 2-2"x12"SPAN TO
2-2 xb SPAN TO 2-2 x8 SPAN TO DRAWINGS. z'i�it:it(:tia�n Sllrall .Ii 11 in(his ;:N.r•l ofthe 'witfl th+:w l'na�alrl ritarlaiatl t(,�rrl .a.Mr<alaNr'c�firt:yrll IINa�.I�Isa.l ic>n:1.1 (�" � `•Dall(,"enter' " •,""Air Freezing' , „ '" "
1) � ",1 nndatic 1..,liar C,a,llt(,.r aftil,r l.,;NhNk, rAlr Iwra.,t.,rnr�, In(la.'x l.)�,A
NOTE 5. PROVIDE LOOSE LINTELS OVER ALL OPENINGS IN EXTERIOR AND INTERIOR MASONRY WALLS AS gal 03;ly± : 2I'1�a:Ilu'Y;rlllr�it. "`:Nt tiaN ww.rl�alc..ltc i:Ita. t.tvll'p>�tf".111N111. �C f�JC C La[� GOGv]41QC�40Gj°
LINTEL SCHEDULE FOR ONE STORY BUILDING OR TOP MOST STORY OF THE BUILDING LISTED BELOW EXCEPT WHERE OTHERWISE DETAILED ON THE DRAWINGS:
OTHER LINTELS DESIGNED PER N.F.P.A.WOOD STRUCTURAL DESIGN DATA AND OTHER APPLICABLE MASONRY OPENINGS LINTEL
19.METAL DRIP FLASHING OVER ALL EXTERIOR WINDOWS AND DOORS IF 4'-11"OR LESS 4"x 3 1/2"x 3/8"
20.ALL DOORS TO GARAGE AREA FROM INTERIOR SPACE SHALL BE 3/4 HOUR a.3-1/2" LEGS ARE HORIZONTAL
LABEL, ALL DOORS SHALL BE EQUIPPED w/SELF-CLOSING b.PROVIDE ONE ANGLE FOR EACH 3-3/4"IF WALLTHICKNESS
21.USE 5/8"TYPE X GYPSUM BOARD ON THE GARAGE WALLS AND CLGS.AND 1/2"TYPE X "-__-__ AMERICAN FOREST AND PAPER
c. LENGTH OF LINTELS =MASONRY OPENING+1'-6" ASSOCIATION WOOD FRAME
BOARD ON THE OPPOSITE SIDE WALLS ADJACENT TO LIVING d.VERTICAL LEGS SHALL BE BOLTED TOGETHER WHEN CLEARSPAN OF OPENING OVER 6'-0" _ CONSTRUCTION MANUAL(WFCM)
22.USE WATER RESISTANT GYPSUM BOARD AND EXTERIOR PLYWOOD AS APPLICABLE IN ALL ADD MORE NOTES
2001 EDITION AS REQUIRED
SUBJECT TO EXPOSURE TO WATER OR THE FOLLOWING PROJECT MEETS ALL
23. DO NOT SCALE DRAWINGS,USE DIMENSIONS AS
24.THESE DRAWINGS WITH SPECIFICATIONS AS INSTRUMENTS OF SERVICE AND SHALL REMAIN CONCRETE: 1 REQUIREMENTS OF THE DESIGN AND
PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WHICH THEY ARE PREPARED IS EXECUTED OR
THEY SHALL NOT BE USED FOR ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION BY THE 1,THE CONCRETE DESIGN IS BASED UPON CONCRETE MIX YIELDING MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. RESIDENTIAL COPE 2015 EDITION AND
25.UNAUTHORIZATED USERS OF THESE DOCUMENTS WITHOUT THE PERMISSION OF THE ARCHITECT SHALL CONCRETE DESIGN MIX SHALL BE IN ACCORDANCE WITH ACI-318(LATEST VERSION). NO No. Description Date
LIABLE FOR ANY DAMAGES AWARDED BY THE CHLORIDES SHALL BE ALLOWED. COVER PLUMBER CERTIF/CAT;CIV 1 Per 2015 RBC 01/07/2017
26.THE ARCHITECT HAS NOT BEEN RETAINED BY THE OWNER OR THE CONTRACTOR FOR SITE 2. LAPS,SPLICES,TIES,AND EMBEDMENT LENGTHS FOR REINFORCING STEEL SHALL BE IN ACCORDANCE WITH A.C.I."MANUAL OF ON LEAD CONTENT!"EFl 1,� *NOTE:USE DOUGLAS FIR-LARCH#2
THE OWNER OR CONTRACTOR WILL NOTIFY THE ARCHITECT IF SITE CONDITIONS ARE UNSUITABLE FOR STANDARD PRACTICE,DETAILS,AND DETAILING OF CONCRETE REINFORCEMENT",A.C.I.318,A.C.I.315,AND IN ACCORDANCE WITH C.R.S.I. CERTIFICATE OF C�CCC�I /'.^:;%Y [OR BETTER)
DESIGN AS DRAWN.THE ARCHITECT WILL BILL THE OWNER OR(CONTRACTOR FOR A SITE VISIT SO HE STANDARDS.CONCRETE WORK SHALL BE IN STRICT ACCORDANCE WITH A.C.I.STANDARD SPECIFICATION FOR CONCRETE AND SPECIES AS PER N.Y.S.C. R502.3.1(2)
REDESIGN THE STRUCTURAL TO ALLEVIATE THE SITE SOLDER USED IN i'}'��,Til FLOOR JOIST SPANS FOR COMMON LUMBER
27.ARCHITECTURAL SERVICES ON THE PROJECT ARE TERMINATED WITH THE PREPARATION OF REINFORCED CONCRETE.CONCRETE PLACEMENT SHALL CONFORM TO A.C.1.301 AND A.C.1.318.
DRAWINGS AND SPECIFICATIONS WITH THE EXCEPTION OF SITE CONDITIONS AS REQUIRED BY 3.COMPRESSION EMBEDMENT LENGTH SHALL BE 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. SUPPLY SYS)EM, G/=1Ni","C,T (OR BETTER)
ARCHITECT TO ALLEVIATE IN NOTE#26
4.CLEAR DISTANCE BETWEEN ADJACENT LAYERS OF REINFORCEMENT SHALL BE 2 INCHES MINIMUM UNLESS NOTED OTHERWISE. EXCEED 2/10 OF 1:o LEAD. SPECIES AS PER N.Y.S.C.R802"5.1(2)
28.WINDOWS TO CONFORM TO SECTION 8303 FOR LIGHT& 5.THE CONTRACTOR SHALL BE ALLOWED TO MAKE SPLICES IN ADDITION TO THOSE INDICATED ON THE DRAWINGS WHERE ESSENTIAL TO AP ROVED AS NOTED *NOTE:USE DOUGLAS FIR-LARCH#2
29,GLAZING SPECS SECTION CONTRACTIBILITY,SUBJECT TO ENGINEER'S APPROVAL. U RAFTER SPANS FOR COMMON LUMBER
30.EMERGENCY ESCAPE& RESCUE SECTION 6.SUBJECT TO ENGINEER'S APPROVAL,BARS MAY BE SHIFTED SLIGHTLY IN THE FIELD WHERE NECESSARY TO AVOID OPENINGS,PIPES, DATE: B.P.# PLUMBING
31.MIN.(2)2x10 HEADERS OVER ALL FRAMED OPGS. UNLESS NOTED OTHERWISE ON EMBEDDED,ITEMS,OR OTHER OBSTRUCTIONS. FEE' _ RZ ALL PLU"A3'"�G�" ,STE
NOTE 7. HOOKS AND BENDS SHALL BE IN ACCORDANCE WITH ACI 318. _,�T BY: &WATtai LINES NREM
1.ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENT OF THE N.Y.S. ENERGY B. PLACEMENT,CLEARANCES,AND MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE PROVIDED IN ACCORDANCE WITH A.C.I.318. NOTIFY BUILDING DEPARTMENT AT Tp:�STING BEFORE CGV'i✓F IVIG
CONSTRUCTION CODE WITH THE LATEST 9.BOTTOMS OF EXCAVATIONS AND EARTHEN FORMS SHALL BE FLAT, LEVEL,TRUE TO GRADE AND LINE,AND COMPLETELY FREE OF LOOSE x°5-11'02 , 8 AM TO 4 PM FOR THE
DESIGN TEMP.AS DIRT, DEBRIS,AND SLUSH, DAMPEN EARTH AGAINST WHICH CONCRETE IS POURED JUST PRIOR TO THE POUR, BUT DO NOT POUR INTO F=OMNG'INSPECTIONS:
WINTER INDOOR 70 DEGREES F OUTDOOR 10 DEGREES F WITH 113MPH WIND TRENCHES WITH STANDING WATER. 1.'�OU�I^"'''^"' T"" o�nUIRED SHEET LIST
2. HVAC SYSTEM SHALL BE EQUIPPED WITH ECONOMIZER FOh 1 ."until UUNCRETE - Current PROJECT INFORMATION
3.ALL OTHER SUB SYSTEMS SHALL BE DESIGNED IN FULL COMPLIANCE WITH ENERGY 2. HOUGH FRAMING & PLUMBING Sheet Number Sheet Name Drawn By Revision Date current Revision Description Checked By Sheet Issue Date
32.STRUCTURAL FLOOR MEMBER ARE NOT TO BE CUT, BORED OR NOTCHED IN EXCESS OF THE LIMITATION SPECIFIED 3. INSULATION 00-CO COVER PAGE E.LOPEZ 01/07/2017 Per 2015 RBC A.J BRUSCH 12/05/2017 Address:
IN FIGURE R502.8.CUTS,NOTCHES AND HOLES BORED IN ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED 60.ALL FRAMED WALLS, FLOORS AND ROOF/CLGS.COMPRISING ELEMENTS OF THE BUILDING THERMAL 4. FINAL • CONSTRUCTION MUST A-01 EXISTING PLANS E.LOPEZ A.J BRUSCH 12/05/2017
A-02 EX.ELEVATION E.LOPEZ A.JBRUSCH 12/05/2017 2200 Wickham Ave,
THE EFFECTS OF SUCH PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF MEMBERS,IN A MOISTURE VAPOR RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION BE COMPLETE FOR C.O. A-03 PROPOSED E.LOPEZ A.B. 12/17/17 MattltUCk, NY 11952
WITH R502.8.2 STUD DRILLING AND NOTCHING ARE ALSO TO COMPLY WITH ACCORDANCE WITH SECTION ALL CONSTRUCTION SHALL MEET THE
PLANS
33.PIPING PENETRATIONS THROUGH FIRE-RESISTANT-RATED WALLS OR FLOOR ASSEMBLIES ARE TO REQUIREMENTS OF THE CODES OF NEW A-04 PROPOSED ELEV. E.LOPEZ A.B. 12/17/17 ARCHITECTURAL SYMBOL SCOPE:
WITH 11 61.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R319 AND INSULATION SHALL BE Grandtotal:s •
34.CERAMIC TILE SURFACES AND INSTALLATION ARE TO COMPLY WITH R702.4.OTHER ACCORDANCE WITH SECTION YORK STATE. NOT RESPONSIBLE FOR
ARE TO COMPLY WITH 8702.5 AND 62.IN ALLFRAMED WALLS, FLOOR AND POOR/CEILINGS COMPRISING ELEMENTS OF BUILDING THERMAL
DESIGN OR CONSTRUCTION ERRORS. oom na a 2-EI M ATE DOUBLE WINDOPOSED 36"KITCHENOW ON
35.HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH ,A VAPOR RETARDER SHALL BE INSTALLED ON WARM-IN-WINTER SIDE OF INSULATION IN ACCORDANCE 101 -ROOM NAME TAG KITCHEN.
36.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND ARE TO BE SECTION 3-PRPOSED FRENCH WOOD DOOR.
150 SF 4-PROPOSE RESIZE OF THREE
IN ACCORDANCE WITH R703.8, 8903.2 AND 63.INTERIOR WALL COVERING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION III AND EXTERIOR WINDOWS ON 2ND FL.
37.ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH R905.2.3 SELF-SEAL STRIPS AND COVERING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION COMPLY WITH ALL CODES OF .- C 1 l 5-PROPOSED HALF BATHROOM
ARE TO COMPLY WITH R905.2.4 AND R905.2.5 °=� ' t`'.l."'�"''- , 6-PROPOSED POWDER ROOM IN
64.ASPHALT SHINGLES SHALL BE INSTALLED IN ACCORDANCE WITH SECTION NEW YORK STATE & TOWN CODES "�..�.- R••r ,,
38.MULTIPLE FLUES ARE TO BE INSTALLED IN ACCORDANCE WITH 81001.10(34)CHIMNEY FLUES 1 ,'i��;`wrzC 4 IO $ � EJD,',ARED SIM MASTER BEDROOM.
65. LAYOVER VALLEY NOTE: Nailing Pad secured to primary framing. Pad width to accomodate heel cut @ rafter end. AS REQUIRED AND CONDITIONS OF 1
TO MORE THAN ONE APPLIANCE ARE TO HAVE A CROSS SECTIONAL AREA NOT LESS THAN THE ARE OF THE Provide uplift connections @ rafters to nailing pad. No roofing under nailer or layover assembly. Maintain ventilation @ -SECTION CUT MAP:
CONNECTOR PLUS 50%OF THE AREAS OF THE ADDITIONAL CHIMNEY CONNECTORS. FUTHERMORE, FLUE
SECTIONAL AREA IS TO COMPLY WITH layover. ' ;�� ' 'a 'a A101
39.APPLIANCE LABELING AND INFORMATION TO BE SUBMITTER ARE TO COMPLY WITH SECTIONS M1302 AND a y �'__' wulV rLtilvluuau �n iD RETAIN STORM WATER RUNOFF SIM
APPLIANCE ACCESS AND WORKING SPACES FOR INSPECTION,SERVICE,REPAIR AND F"Iincrgency F'Sc�lp e acid l�ewcue Nti''i,lcic Avs U I It ES -DETAIL CALLOUT -
ARE TO BE IN ACCORDANCE WITH SECTION M1305 AND PARAGRAPH 1401.2.APPLIANCE INSTALLATION IS TO COMPLY DISCLAIME Section 1`.3111,1 PURSUANT TO CHAPTER 236 A1D1 /
SECTION M1307.WOOD-FRAME STRUCTURAL MEMBERS ARE TO BE DRILLED, NOTCHED OR ALTERED IN *THESE PLANS ARE SOLELY PREPARED BY:ARQUI-CON Whether your constr•uctim;�a rietr Iwme(„r remodeling,an old true'.chanving the windntr, OF THE TOWN CODE.
WITH SECTION CONSULTING SERVICES,ARCHITECT IS NOT RESPONSIBLE OR LIABLE FOR ANY tfi I'ne'e't eUl"l'eg'it a'(?dC felt l?a.".Ct?1lfiltiln}.'T'1!f eC?CIC bar,,CL'CI'al C'Ctilltirenlerll5 tllilt nliltit he rk1CC ta'Iicn View Name /
DAMAGES HEREBY,ARCHITECT WAS SOLELY HIRED AS A CONSULTING
40.IN ACCORDANCE WITH SECTION R506 OF R.C.OF N.Y.S.PROVIDE 6 MIL VAPOR ARCHITECT,ANDWAS ONLYINFORM OFTHE INFORMATION STATED ON THESE installing an egress witldil fining a ,lecpilla roc+ill Nhcw rotanl'). The first regnlrenlem found 111 4" VENT 1/baa = 1 r_�"" -DETAIL VIEW TAG / 2200
UNDER THE CELLAR(BASEMENT) PLANS,AND TO THE BEST OF HIS KNOWLEDGE FULLY REVIEWED AND Seetion Rr3IQI ;s the br.?ttom (rf,the orming%must not be nitir4 thaut 44 inflles from the inside �I L THRU ROOF /
41.ELECTRICAL SYSTEM TO COMPLY WITH CHAPTERS 33 THROUGH CHAPTER APPROVED THAT THESE PLANS SATISFY,AND ARE AS PER BUILDING CODE 11tior, This nlcasurl:nlem is I(.t the acluaal ni"erlable area of the raindovv, it is not nat:a.sured to 11w �',�� #2200
REQUIREMENTS.ALL INFORMATION SUCH AS ON-SITE MEASUREMENTS,TAKE 1"hulling ot"thc opetl;nL;or lwindoty fraillrnl,,typically refen'ed t(t il5 the VVir)(10"'sill.. OCCUPANCY
OFFS,EXISTING CONDITIONS,AND EVALUATIONS ARE RESPONSIBILITY OF THE
42.INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH 4" VENT
E3304. FOR EQUIPMENT WORKING SPACE AND CLEARANCES SEE SECTION E3305.ELECTRICAL CONSULTING SERVICES WHO ARE RESPONSIBLE FOR THESE DRAWINGS. THRU ROOF -WINDOW TAG \ /
MATERIAL,SIZE,INSULATION AND CONNECTIONS ARE TO COMPLY WITH SECTIONS E3306 AND 'THE ARCHITECT HAS NOT BEEN RETAINED BYTHE OWNER OR USE IS UNLAWFUL \4"
CONTRACTOR TO REVIEW OR INSPECT THE SITE.THIS PROJECT L:,greti,�1 Inthrit'1"ChtlrC r SILL MISR[Height)
43.ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER 35.IN PARTICULAR, RATING OF UNGROUNDED IS TO BE BUILT ONAND THE ARCHITECT ASSUMES NO RESPONSIBILITY ""'"' "' I C �, PROPOSED HALF BATHROOM
IS TO BE IN ACCORDANCE WITH SECTION E3502.SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH FOR THE SUITABILITY OF STRUCTURAL DESIGN TO THE PROPOSEDSITE NOR FOR THE FAILURE OF THE DRAWINGS AND WITHOUT CE� I (�I V�°�i
CATIONS 3 11. o.. 1._o..) -DOOR TAG
E3503. DOCUMENTATION AND DATA ARE TO BE SUBMITTED. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND TO CONFORM IN ANY DEGREE WITH ORDINANCE ANDLAWSAPPLICABLE OFF OCCUPANCY -- - - - �4J 1i
11x1 SITE DATA:
RATING ARE TO COMPLY WITH CHAPTERS 36 AN 38.SUBMIT N N
AT THE SITE.
44.ELECTRICAL GROUNDING SYSTEM ID TO COMPLY WITH SECTION E3508.SUBMIT DETAILS.REQ. r „ . 2" 2
ARCHITECTURAL SERVICES „ ,,,,, ,,.;,, zh -REVISION TAG SUFFOLK COUNTY TAX MAP:
ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3804111)THROUGH FUTURE QUESTIONS OR CONCERNS REGARDING THE CONSTRUCTION OF i ( ►ECIFICATIONS.FOR ANY
1000-139-03-25
OUTLETS,GFI PROTECTIONS,LIGHTING OUTLETS ARE TO COMPLY WITH CHAPTER38.SUBMIT DETAILS. THE PREPARATION OFTHESE DRAWINGS AND
I1
45. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 39.ELECTRICAL THE PROJECT,THE CONTRACTOR MUST MAKE ARRANGEMENTS WITH THE ► ► DISTRICT:1000
,:,. i � SD -SMOKE DETECTOR
PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION E3302.SUBMIT ARCHITECT BEFORE BEGINNING THE CONSTRUCTION. - ;,;':,.,,:,, --- LAV WC SECTION:139
SYMBOL
46.MECHANICAL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 12-24 OF R.0 OF N.Y.
BLOCK:03
47. PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED AND ARE TO COMPLY WITH SECTION "' CM -CARBON MONOXIDE
LOT:25
48.FUEL GAS PIPINGSYSTEM METARIALS,COMPONENTS, FABRICATION,ASSEMBLY,INSTALLATION,TESTING 2ND FLOOR 1 1/2" DETECTOR SYMBOL NO:2200
OPERATION AND MAINTENANCE,IN ACCORDANCE WITH SECTION G2401 (101),G2417(407).GAS PIPING IS SITE AREA: 18,303 S.F(.420 ACRE)
BE DESIGNED IN ACCORDANCE WITH SECTION G24121402). PIPING MATERIALS ARE TO COMPLY WITH
11�,�II aillual„1 a.":, DWELLING AREA:1372 S.F.
1"talJngpltn111,rn llui+ha',rrl®,n�u"tl
G24131403).STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY ISTALLATION OF GAS PIPING,IN The,second requirement is all c?vcI-all upenable area requirement,'T'here are,ttwu over-all arca 3" \ „
WITH SECTION G2405(302). PIPING INSTALLATION IS TO COMPLY WITH G2414(404). KINKS IN PIPES ARE nunlroers,thc.t arc also regulatCd by t.hc: 44 inches measurement, hill this tinge. it's alloosurv(I on 4
ACCEPTABLE IN ACCORDANCE WITH SECTION G2415 111€ntttside, 011'1111C bltil[61112.and rei`ers lu the exterior,+rude., grvelt',rlru"r•i6ldI"1r is defined as a \4„ Owner
49.GAS PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC AND CONTROL SYSTEMS AND IS TO wi,tldwx located Stich Ilo:tt the sill her ghl nj'rhe optu e'rrg is not rna"re. thari 44 inches aborye Marx 3" TRENT PRESZLER
TESTED FOR LEAKS IN ACCORDANCE WITH G2414.16 (404.1161.SEE ALSO SECTION G2416(406).GAS helalu' the lirtisltcrtl round act eil ad acclll.t(? the. o 7ealin A �rtlrim,fiN?arr arirlrla»ll' ntltst lt<n'e ain 3" - - G
VALVES ARE TO BE PROVIDED IN ACCORDANCE WITH SECTIONS 132419 (4091 AND G2421 TABLE 8401.4.1 f N I 1 �- - - - - - - - - _ _ _ -
PRESUMPTIVE LOAD-BEARING VALUES OF over till open area of) cquurc icfl, If the+ti'inlltlru(?pen;n�is runts Nltan�infhe,al?(?t'c or"slut'' - _ _ _
1 2' F 2° ► 2 12 -I- _ 2� D �''� INTERIOR ALTERATIONS
50, ENCLOSED BATHROOMS ON FIRST AND SECOND FLOORS ARIE TO BE PROVIDED WITH FOUNDATION MATERIALS' q'ie.ad al 1 rt"autcl lct'c.l,t)Te wiri(luw anus`ha`r'e.girt c?Iteriuble iii`ea t?N'<it bust 51 square Feet,
VENTILATION, IN ACCORDANCE WITH LOAD-BEARING EXISTING ► 2 KITCHEN BATHROOM ►
51.PLUMBING SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTERS 25-32 OF R.C.OF N.Y. PRESSURE The third and fourth tequir'cinent, relate tc> the. ltlinilrotn111 Ilcii±ht and Ill of all c!ras, BATHROOM
tvirulotr, 7"hese nunabcrs are`tie,amf whoher nr Waal the tvind(?aa i,a grade Iln(ar window.'T'he ► ► ► t �/, Project number 17_102
52.WATER AND DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE WITH SECTION P2603.WOOD-FRAME (pounds per h'a ► t A A�
CLASS OF MATERIAL square foot) minimum height of an egress window opening is 2 inches,and the minion width is 2(.I inches, I JAN 1 G ( ,13
AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE ________________________._________________.._.__.._.____._________.._______..___.._________.._.. - I LAV WAC \4 SINK LAV LAV WC Date
CORROSION IS TO BE IN ACCORDANCE WITH P2603.2.1 AND P2603.3 RESPECTIVELY.SEE P2603.4 AND Cr Scullin bedrock 12,00() I 1/7/2018 9:50:04 PM
"""" tl"Oil it'lwL illut illi fmr OI the I1.alltMtr'nli:eritel•la:
ES THROUGH FOOTINGS OR FOUNDATION
2603.5 FOR PIPES IN FIRE-RATED ASSEMBLIES AND FOR PIPES Sedimentaryand foliated rock 4,000 1. ;11:1xinrtuti liei�xltt abt?l�c lini�llctl rrih�r•iru"ilnrrr................ �D�inches TUB T ' Drawn by E. LOPEZ
_......__....._.._.___.......___..____._..._..._.'_.__ __..._ _.._.___.__...__....._. ". T .
RESPECTIVELY. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED WITH A SLEEVE TWO "t�l;ltillutril atieat t?C rvind(r,.t (?pcilirt�:.............................. :�rrr 5,7 sit.fl. °
SIZES GREATER THAN THE PIPE PASSING THROUGH,IN ACCORDANCE WITH S5 d SE4vel and/or gavel(GN'V and GP) 3,000 2 1ST FLOOR SHR 'TO ivi4 O SO0l1ri.�x..y Checked by A. J BRUSCH
�. lt�9rnilllurn npcmrig height ............................................ ..�inches 1 1�2 1 1�2' 1 1�2°
53. PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605. D. Sand,silty Sand,clayey sand,silty gravel and 4. lininlurn(1'pertin tv;ttllt ...................._........,..._.,,,,.,• 20 inches Sheet Name
P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT TO BE USED.PI PE MATERIALS ARE TO COMPLY WITH SECTION clayey gravel 2,000
SUBMIT PLUMBING FIXTURE INFORMATION, DATA AND DETAILS IN ACCORDANCE WITH CHAPTER 27.FIXTURE (SW,SP,SM,SC,GM and GC) _ ________ _ 1 1�2" 3„ 1 1�2" 3 1 1�2° COVER PAGE
ARE TO COMPLY WITH SECTION Clay,sandy clay,silty clay,clayey silt,Silt
54.PREFABRICATED CHIMNEY FLUE SHALL BE INSTALLED IN ACCORDANCE WITH SECTION R1002 OF R.C.OF NY and sandy Silt 1,500" INTERMITTENT OR 20 CFM.CONTINUOUS 4 4" 4 4" 4°
55. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION (CL,ML,MH and CH) NOTE:WINDOWS ARE TO CONFORM WITH SECTION R.303 Sheet#
56. MAXIMUM RISER HEIGHT SHALL BE 8 1/4"AND THE MIN.TREAD DEPTH SHALL BE For SI: 1 pound per square f(xrt=0.0479kN/nr'. FOR LIGHT VENTILATION, R.308 FOR GLAZING
57.ALL STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 8311.STAIRWAY a. When soil tests are required by Section R401.4,the allowable bearing capac_ SPECIFICATION,AND SECTION R.310 FOR EMERGENCY TO APPROVED 00 ,iiiiiiii. co
hies of the soil shall be part of the recommendations. ESCAPE AND RESCUE. \ SANITARY
SHALL BE IN ACCORDANCE w/SECTION b. Where thebuiklingofticialdeterminesthatin-place soils with analtow`tble WINDOWS MEET MIN.24" OPG.IN HEIGHT AND 20" IN 4 HOUSE TRAP SYSTEM
58.GAURDS ON THE OPEN SIDES OF DECK AND STAIRWAYS SHALL BE CONSTRUCTED IN ACCORDANCE w/SECTION bearing capacity of less than 1,500psfarelikelytobepresentatthesite,the BASEMENT
allowable bearing capacity shall be determined by a soils investigation. WIDTH. Scale As indicated
59.WALL COVERING MUST COMPLY WITH CHAPTER 7 OF R.C.OF N.Y.S.AND ROOF COVERING WITH CHAPTER 9
ra
A-02
A-02
j::ARC ECTURE::-::CONSTRUCTION::
DESIGN IL -ISITE PLANNING-INTERIOR
26'-3" 26'-3" EXISTING WINDOW SCHEDULE 1110DESI 4ENGINEERING-ILANDSCAPE V
DESING-RENNOVATIONS-EXTENSIONS-
Sill Glazing Ventilati 210 SOUTHAVEN AVENUE MEDFORD,NY 11763
20'-4" 5'-6 1/4" 2'-11 9'-2 7/8" T-11 1/4" 5'-7 5/8" 5'-61/4" 2'-11" T
-27/8" 2'-11 1/4" 5'-75/8" 61, Mark Family Width Height I Height Area on Area Count :Egress jPhone:6315066474 Email:ELOPEZraARQUI-CON.COM
L L L L 1 Double Hung with Trim 2'-6" 5'-0" I2'-2" 13 SF 6SF I \Phone:6313009077 Email:IVO(aARQUI-CON.COM
(2"ll6"W4'-01") 12*-61 (4'-0") 12'-6"))a4'-0")(2'-6"jx( -01 (2'-6-')X(4'-0") 12'-6- 14'-0") 12'-6-')X(4- 0")12' 6")XI -01 2 Double Hung with Trim 2'-6" T-0- 2--2" 13 SF 6SF I
1-61 SILL(a X-61—SILL rd 3'--61 -6")
SILL[a X-6") SILL fa X-6") SILLM3'-6") SILL 3 Double Hung with Trim 2'-6" 5'-0" 2'-2" 13 SF 6SF 1
J_ ra 6 SILL[a 3'-_6"�—SILL 061 4 Double Hung with Trim 2'-6" —
P rr 5 Double Hung ith Trim 2--6" F-D" 2'-2" 135E 6SF 1
III
6 Double Hung with Trim 2'-6" T-W 2'-2" 13 SF 6SF 1
�21
(15) (14) (i 5) li'4)
[13) 172)
10.
1 5" 2'-61/2" 7 Double Hung with Trim 2'-6" T-0" 2'-2" 13 SF 6SF
13'-4" W-61/2"
8 Double Hung with Trim 2'-6" 4'-0"
9 Double Hung with Trim 2'-6" 5'-D" 2'-2" 13 SF 6SF I
10 Double Hung with Trim 2'-6" T-0"
F iv
X(V-81 CONSULTING
1 (2 11 Double Hung with Trim 2--6" 4'-0" 3--6" 10 SF 55F
li 1i 1 es
_j
CLST, D9 12 Double Hung with Trim 2'-6" 4'-0- X-6-' 10SF 5SF 1 Yes
7
EXISTING MASTER 13 Double Hung with Trim 2'-6" 4'-D" X-6" 10 SF 5SF I Yes VENT,
BEDROOM 14 Double Hung with Trim
DINING 103 SPRAY STREET MASSAPEQUA,N.Y.
r 3'-6" 10 SF Yes
14 SF (516) 799-6286 FAX(516)
BEDROOM 2 15 Double Hung with Trim 2'-6" 4'-0" 3'-6" 105F 55F 1 Yes
ROOM 55
to F-C, 16 Double Hung with Trim 2'-6" 10SF 55F 1 Ye
V ;z 61 F Email:
97SF
17 Double Hung with Trim
2'-6" 4'-0" 13'-b" 105F 15 SF I Yes
zo 133 SF
M �o _j 18 Double Hung with Trim 2'-6"
137 SF Ell EXISTING _j — 4--0" 13'-6" 10SF 5SF 1 Yes
1,V) 19 Double Hung with Trim 2'-6" 4'-0" T-6" 10SF 5SF 1
LIVING C2
:oJ7 Zo -1 20 Double Hung with Trim 2'-6" 4'-0" X-6" 1 1 Yes
Z4 ROOM 21 Double Hung with Trim 2'-8" 3'-011 4'-2" 8SF
I
SF 1
iii I
VIII`
ED io4 ar
60 1 Double Hung with I rim IT-6" 4'-0" V-4 1/8" 10SF 5SF I
III III
r X
"'c 'n
II
EX. 1 t- Hung with Irim
/2 B.R fV �o
308 SF
Z,Ln 25 Double Hung with Trim V-2" X-B" V-2" 4SF 2SF I
d I �o �o
.10' i 63 Round with Trim V-4"
OSF OSF IA.
7
CEILING HEIGHT W-0- . =!- L
10SF 12'- 1 8") zq C"I 3 A—)2
N Ln
<3
Grand total:26 255 SF 127 SF 2L
4
co� L
IIIIX-4"
---
bo
1 2 i �1 �I
zo
JQ
14'-5 11 -2,-8 EXISTING DOOR...
17 FLINEN I
BD
I
65
EXISTING
�o_j Type Width Height
Count
BRICK STOOP
LII 1=4 N Ln L I Single-Flush 3'-0" V-8" 1
EXISTING1�)rr — - - I
BEDROOM 3 2 113ifotd-2 Panel X-0" 6'-8" 1
zo,(g W
E K (2'-
ZN V-6" Single-Flush -0- V-8" 1
1j _7 r 6 KITCHEN— 14'-1D" 4 Single-Flush 2'-6" T- 1 @00 M'TZ%@V@n11
XISTING
(2*-_4*'JXf6'-8") V-6"
0
62 109 SF
5 Sin Le-Flush 2-4 6--8 1
II
WALKIN
172 SF 7 10'-11 1/2" 6 Singte-FLush 2'-4" V-8" 1
CLOSET I
7 Single-FLush T-4" b'-8" I
- FIRE PLACE D i)o51
8 Single-Flush 2'-4" 6'-8"
12
c0a
-1 3/1 • • -F -0" 6'-8"
1;:nq, lush 2' 1
6 97SF ;L
10 L
n
-FLush 2'-4" 6'-8" 1
6'-81/2..
11 Door-Opening - - - -
to 0
14-
i 1, 1 i iL d-4 Panel
10 12 BifDL
-8.) 57
I :Ii13 Singte-Ft ish X-C" V-8" 1
2 1 14 SingLe-FLush 2--0.1
6'-8"
>7 6 5
H! 15 BifoLd-4 Panel 4--0" 16--8"
Grand total:15
(2- 6144 (2--6")X(4--0")
o SILL ra(2'-2") SILL MIX. LL fa(3-
SILL ra[3'-6")
IZ'-61Xj5'-0"l 12'-6
-�)x
4'-11 1/2" 12 SF
LLL qL
IL -1
16'-5 1/4" 8'-4" 51-103/4" 11'-5 1/4" 16'-3" X-10 3/4"
f I— No. Description Date
33,_7' 51-01, 31,_7"
EXISTING FIRST FLOOR PLAN (721 S.F. 2 EX. UPPER LEVEL (672 S.F. GROSS 2
1 GROSS AREA) 2 AREA)
1/4" = 1�'-O- 1/411 1'-0"
PROJECT
INFORMATION
ass y\ Address:
Jh
2200 Wickham Ave,
Mattituck, NY 11952
SCOPE:
1-PROPOSED 36"KITCHEN DOOR
2-ELIMINATE DOUBLE WINDOW ON
KITCHEN.
3-PRPOSED FRENCH WOOD DOOR.
4-PROPOSE RESIZE OF THREE
WINDOWS ON 2ND FL.
5-PROPOSED HALF BATHROOM
ty 6-PROPOSED POWDER ROOM IN
MASTER BEDROOM.
MAP:
q
l2200
< #2200
SITE DATA:
... ....... �N)
= = SUFFOLK COUNTY TAX MAP:
1000-139-03-25
000
DISTRICT:1000
SECTION:139
LOT:25
NO:2200
SITE AREA: 18,303 S.17(.420 ACRE)
.. ........ Owner:
TRENT PRESZLER
INTERIOR ALTERATIONS
Project number 17 102
Date 1/7/2018 9:50:07 PM
Drawn by E. LOPEZ
Checked by A. J BRUSCH
Sheet Name
4 EXISTING PLANS
Sheet#
<3
BI
EXISTING 1 A- 01
[Scale As indicated
'111!ll III II
::ARCHITECTURE::-::CONSTRUCTION::
DESIGN BUILD-ISITE PLANNING ANTERIOR
1111DESIGN-(ENGINEERING-ILANDSCAPE M
DESING-RENNOVATIONS-EXTENSIONS-
EXISTING RIDGE EXISTING RIDGE 210 SOUTHAVEN AVENUE MEDFORD,NY 11763
26--5 5/16" ,Phone:6315066474 Emait:ELOPEZraARQUI-CON.COM
26'-5 5/16"
mow
Phone:6313009077 Email:NOfdAROUI-CON.COM
;D
io
CONSULTING
ARVENT,
103 SPRAY STREET MASSAPEQUA,N.Y.
UPPER LEVEL CEILING UPPER LEVEL CEILING (516)799-6286 FAX(516)
HEIGHT OL
HEIGHT
17'-6 5/8" Email:
17 6 5/8"
FF----------
12'-6")X(4'-0") 12'-6")X[4'-0")
F] F1 ILL ra(3'-6-1 ILL fa[3'-6"1
12*-6"1X(4*-0") (2'-6")X(4'-0-')
SILL RIX-:61 SILL M(X61
11 Q
..............----------- (17) 7 -77
12'-6-)X(�-�O-) -'
ilX[3--8") ------
SILL fall'V-4 1/8")
2")
SILL(a(l,
-------—------
--------- -------- ----------
EX.UPPER LEVEL EX.UPPER LEVEL
——---—----------------------
9- 91- 1 5/8"
EX.CEILING HEIGHT
X.CEILING HEIGHT
81-5"
12--:8--)X(3'-:0'*) 8--5-
SILL la[4' 2"
II II
SILL MIX-0 3/41 SILL ra(3'-0 3/4") 12'-6")X(5'-0") 12'-6")X(5'-0")
ILL fa(2'-2")
SILL -2
ra[2 ' ---
(2'-6"IXI7-.0")
------------
i1o)
----------------
-
13
EX. LOWER LEVEL F.F.E.
D., JX. LOWER LEVEL F. OL
11111111 lul
----LLLLL---- 1111111111 H LLU ------U111 A 0
GROUND GROUND _ No. Description Date
-2--0"
I 1E1 I 1=� I 1=1 F1 I F4 I 1=1 I �El I 1_1 I �E� E4 I E4 i�l 4 lEd 1=1 I lEd �EEI I 1_1 I EHI M 1=1 I 1EE
Elevation East
Existing Elevation Front
�-�1/4�" = V�-O" V-0"
PROJECT INFORMATION
Address:
2200 Wickham Ave,
EXISTING RIDGE EXISTING RIDGE Mattituck, NY 11952
SCOPE:
26'-5 5/16" 26--5 5/16"
11-PROPOSED 36"KITCHEN DOOR
2-ELIMINATE DOUBLE WINDOW ON
I I A
ll'-4")X KITCHEN.
3-PRPOSED FRENCH WOOD DOOR.
SILL ra[4'-01
4-PROPOSE RESIZE OF THREE
WINDOWS ON 2ND FL.
f26) 0 5-PROPOSED HALF BATHROOM
6-PROPOSED POWDER ROOM IN
7
zo zo MASTER BEDROOM.
MAP:
UPPER LEVEL CEILING
UPPER LEVEL CEILING
HEIGHT HEIGHT
17'-6 5/8" 17'-6 5/8---'JV ✓
(2'-6")X(4'-0") (2--6--IX[4--O"7 _(2'-6")X(4'-0") (2--6)X14'-O"j FFII
SILL fal3'-6"I SILL ra(X-61 SILL ra(3'-6") SILL MIX-6") 12--6")X(4'-01 --- - _ 1-11— I - 1/11 2200
ILL ra(3'-6"1 SILL 013'-6")
..........____- I 1 11 ��11 M 11 1 1
< *2200
—---------
zo
EX. UPPER LEVEL OgL EX. UPPER LEVEL SITE DATA:
9'- 15/8" S T
9-_- 1 5/8- �:Pr RE SUFFOLK COUNTY TAX MAP:
EX.CEILING HEIGHT EX.CEILING HEIGHT 1000-139-03-25
8!b
8 -5 -5 DISTRICT:1000
II II II II II
SECTION:139
F7-11
12--6")X(5'-0") (2'-6"1X(5'-0") (2--6--)X(5'-O'-) (2--6--)X(5--0")
SILL ra(2'-2") SILLfa(2'-2") SILLra(2'-2") SILLfa(2'-2") (2'-6")X(5'-0") (2--6")X15--0'-I 12--6-WT-0.1 EILOCK:03
—-------- ILL012'-2"l SILL(a(2'-2 ILLfa(2'-2"7 LOT:25
T-------I NO. 200
(3--0")X(6'-8")
CD SITE AREA: 18,303 S.F(.420 ACRE)
�DWELLING AREA:1372 S.F.
Owner:
EL F.F. EX. LOWER LEVEL F.F.E. TRENT PRESZLER
---LLa-
INTERIOR ALTERATIONS
I GROUND -1 1 T I I
0..
GROUND
Project number 17_102
I M� I �EI I I-El E� I I �EI I I d I 1:=� 117711 =1 M I 1 1, Date 1/7/2018 9:50:09 PM
Drawn by E. LOPEZ
Checked by A. J BRUSCH
Existing Elevation Rear Elevation West Sheet Name
1/41f 1'-0" 1'-0" EX. ELEVATION
Sheet#
A 02
. . . . . . . . . . . .
fl 7�=, ,Li r=.Li 1,=_� ,Ll FE,Li F, ,W E' 'Li F' ,W E.Li E,Li I WE,Ll I�E,Li E,Li I
Scale As indicated
L,714
A-04A-04
" 1p'' 1'iII,q
J'�
I:�::ARCHITECTURE::+:CONSTRUICTION::
DESIGN BUILD-ISITE PLANNINr,-INTERIOR
13DESIGN-IENGINEERING-ILANDSCAPE 10
DESING-RENNOVATIONS-EXTENSIONS-
210 SOUTHAVEN AVENUE MEDFORD.NY 11763
Phone:6315066474 Email:ELOPEZrdAROUI-CON.COM
\,Phone:6313009077 Email:[VO(aARQUI-CON.COM
PROPOSED DOOR SCHEDULE
Mark Type Width Height Count
LII
16 Single-I'Lush 3._0.. 6,_8,• 1
o
18 Sin le-Flush 2'-0" 6'-8" 1
II I
q ❑C7 0 El E3
19 Double-Gtass 2
MRI Grand total:3
II I
Lu
WCONSULTING
II II I
V)
D_
it
IIIr ARVENT,
0
>< 103 SPRAY STREET MASSAPEQUA,N.Y.
(516)799-6286 FAX(516)
II v 1 II III II
Email:
PROPOSED PROPOSED WINDOW SCHEDULE
HPROPOSED FRENCH DOOR
1/2 BATH
VentRaton
15 Area
Mark Family Width Height Sill Height Glazing Area Count
27 Round with Trim 2'-0" X-0" OSF OSF
26 SF 29 Double Hung with Trim 2'-6" 4'-0" 3'-6" 9SF 5 SF
31 Round with Trim 2'-0" 3'-0" DSF OSF
A04 <2
>3 CEILING HEIGHT 6'0" <2 A-04 LE�
PROPOSED VENTT—\ 3 "�__11
Grand total:3 9SF 5SF
1 2
linterior-4 1/2"Partition 2X6
EXISTING Studs Basic Wall
L
RICK STOOP
L
5'-5 1/2" (2'-0^ f6._8.•)
1 L
PROPOSED DOO�R] PROPOSED 5'-5 1/4"'
POWDER enn
co 0
W
12 ROOM o
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Lr)
14.......................
iin 10 67 SF
II
d
7 6 5 4 3 2 1 h i o 0 0 0 L
(2'-6")X(4'-0") (2' 6")X[4'-0"I
II
SILL la[3'-6")
SILL fa[3'-6")
CE
1 -TI
777-ql P_ P
PROPOSED WINDOW SIZE
No. Description Date
A-04 A-04
PROPOSED FIRST FLOOR PLAN (721 PROPOSED UPPER LEVEL (672 S.F.
1 S.F. GROSS AREA) 2 GROSS AREA)
1/4�= V�-O- �1
PROJECT INFORMATION
Address:
j4
2200 Wickham Ave,
Mattituck, NY 11952
SCOPE:
1-PROPOSED 36"KITCHEN DOOR
2-ELIMINATE DOUBLE WINDOW ON
KITCHEN.
T- r 3-PRPOSED FRENCH WOOD DOOR.
4-PROPOSE RESIZE OF THREE
WINDOWS ON 2ND FL.
::r:i 5-PROPOSED HALF BATHROOM
6-PROPOSED POWDER ROOM IN
MASTER BEDROOM.
MAP:
�. / / 2200
#2200
<
SITE DATA:
SUFFOLK COUNTY TAX MAP:
1000-139-03-25
-- --------
DISTRICT:1000
SECTION:139
-----------
BLOC '03
LOT:25
- ----- NO:2200
SITE AREA: 18,303 S.F(.420 ACRE)
DWELLING AREA:1372 S.F.
Owner:
TRENT PRESZLER
INTERIOR ALTERATIONS
Illi ,
Project number 17_102
Date 1/7/2018 9:50:12 PM
Drawn by E. LOPEZ
Checked by A.B.
Sheet Name
PROPOSED PLANS
Sheet#
EXIST ING 1$1 A,, O 3
[scale As indicated
mmuRfno
1P
::ARCHITECTURE::-::CONSTRUCTION::
lill ilii
�DESIGN BU11104SITE PLANNING-INTERIOR
IIISDESIGN-I=-Nr.INEERINr,4LANDSCAPE
DESING-RENNOVATIONS-EXTENSIONS-
EXISTING RIDGE 210 SOUTHAVEN AVENUE MEDFORD,NY 11763
26.-5 5/16" EXISTING RIDGE (Phone:6315066474 111 ELOPEZraARQUI-CON.COM,
26'-5 5/16" Phone:6313009077 111 IVO[aARQUI-CON.COM
o Ll 1:1 E
Tj 19 M I
CONSULTING
ARVENT,
---------- 103 SPRAY STREET MASSAPEQUA,N.Y.
(516)799-6286 FAX(516)
UPPER LEVEL CEILING UPPER LEVEL CEILING
09L HEIGHT Email:
17'HEIGHT-65/8"
'-'6")X[4'-.011
L LLI
ILL MIX-6'
/12'-0")X\
SILL ra[3'--0") -------
--429 Wt
131j zo W
-----------
zo
P-OSED-FRENCH tib OR
EX. UPPER LEVEL OIL
9' 15/8"
9'- 1 5/8"
\\f=X.CEILING EIGHT EX.CEILING HEIGHT
16 0-) 17- 13"1
0")X(6'-81
C --------
16D
f\\]El FID ------
---------- ......
EX. LOWER LEVEL F.F.E. p EX. LOWER LEVEL F.F.E.
0
-- \,ffl - 1 1111 — — —
1 0" \1-r fVI
_7o
GROUND-��_ GROUNDN-Ami
-2 --0
No. Description Date
IM 1E I
I EHI I 1=1 I 1=� I 1=1 I 1=1 I M I M1 M �El I 1E1 I IE� I 1ELd I 1EH1 I M I 1EI Ed I 1E1 IEE� I I Fi
n Proposed Elevation East - - _ - -
1/4" = 1'-0" 1 Proposed Elevation Front
PROJECT INFORMATION
Address:
2200 Wickham Ave,
EXISTING RIDGE EXISTINGRIDGE Mattituck, NY 11952
26'-5 5/16" 26'-5 5/16" SCOPE:
1-PROPOSED 36"KITCHEN DOOR
I -T-
2-ELIMINATE DOUBLE WINDOW ON
KITCHEN.
0,\Ix 3-PRPOSED FRENCH WOOD DOOR.
SILL ra(3'-0") 4-PROPOSE RESIZE OF THREE
L—I WINDOWS ON 2ND FL.
1 6-PROPOSED HALF BATHROOM
6-PROPOSED POWDER ROOM IN
[i7)
MASTER BEDROOM.
zo
MAP:
UPPER LEVEL CEILING UPPER LEVEL CEILING
HEIGHT HEIGHT
17'-6 5/8" 17' 6 5/8"
�2200
-------------
IL zo
—---------
-------- EX.UPPER LEVEL SITE DATA:
EX.UPPER LEVEL (�N)
— — -------------------------
9' 1 5/8" � SUFFOLK COUNTY TAX MAP:
EX.CEILING HEIGHT EX.CEILING HEIGHT
1000-139-03-25
8'-5" V 5� DISTRICT:1000
SECTION:139
.......... BLOCK:03
LOT:25
------ NO:22010
(3'-0")X(6'-8")
SITE AREA: 18,303 S.N.420 ACRE)
DWELLING AREA:1372 S.F.
CD
I I ILI] 1�11
Owner:
-EX. LOWER LEVEL F.F. y LOWER LEVEL F.F.E. TRENT PRESZLER
0--
INTERIOR ALTERATIONS
=�--GROUND F GROUND
-2--a.-
2 0-
Project number 17102
. I ISI—III ISI—ISI ISI—ISI1=1 I I E� M Ed I 1EE1 R 1=1 M Date 1/7/2018 9:50:13 PM
Proposed Drawn by Elevation Rear E. LOPEZ
J/ V_011n Proposed Elevation West
Checked by A.B.
Sheet Name
PROPOSED ELEV.
Sheet#
A- 04
Scale As indicated