HomeMy WebLinkAbout29462-Z �O�g11FF���CpG� Town of Southold 3/16/2017
0
P.O.Box 1179
53095 Main Rd
oySouthold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38859 Date: 3/16/2017
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 3850 Camp Mineola Road, Mattituck
SCTM#: 473889 Sec/Block/Lot: 123.-5-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/10/2003 pursuant to which Building Permit No. 29462 dated 6/6/2003
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:
alterations and additions, including front and rear covered porches, to an existing one family dwelling as applied for.
The certificate is issued to Norman Wamback
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 29462 3/9/2017
PLUMBERS CERTIFICATION DATED
A h ed Signature
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. 29462 Z Date JUNE 6, 2003
Permission is hereby granted to :
NORMAN WAMBACK
230 JAY STREET APT 17-D
BROOKLYN,NY 11201
for
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 3850 CAMP MINEOLA RD MATTITUCK
County Tax Map No. 473889 Section 123 Block 0005 Lot No. 018
pursuant to application dated APRIL 10, 2003 and approved by the
Building Inspector to expire on DECEMBE 6, 2004
Fee $ 231 . 30
tho ized Signature
ORIGINAL
Rev. 5/8/02
SOUTy®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 ® �® roger.richert(a)town.Southold.ny.us
�yCOUNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Norman Wamback
Address:3850 Camp Mineola Road City,Mattituck St: New York Zip: 11952
Building Permit#: 29462 Section: 123 Block: 5 Lot: 18
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: "AS BUILT' DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey X Attic X Garage
INVENTORY
Service 1 ph 150A Heat OIL Duplec Recpt 34 Ceiling Fixtures 15 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 7 Smoke Detectors 2
Main Panel 150A A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1
Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps
Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks
Disconnect 150A Switches 34 Twist Lock Exit Fixtures f] TVSS
Other Equipment: "AS BUILT" - "ELECTICAL SURVEY" - "NO VISUAL DEFECTS"
Nates: 4- ft. Lighting Track, 2- Exhaust Fans, 1- Paddle Fan
Inspector Signature: Date: March 9, 2017
0-Cert Electrical Compliance Form.xls
M-1802
BUILDING DEPT.
INSPECTION
[ - FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS: I ti
DATE INSPECTOR
d
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACES CHIMNEY
REMARKS: l
Z/21�d
J ''T
DATE / Lls--lo INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 ATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:s����
3 10`5
C
DATE l Lo INSPECTOR ^�J
1
4�� OF SOUIyo
cOUM'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION-
FOUNDATION
1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
gr 67 l
l MVV'
DATE INSPECTOR
Of SOUlyolo ,
O� �ylOUM",�
,2
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:
f L
DATE INSPECTORW"?
DAVID BERS ARCHITECTURE r
39 WEST14TH STREET SUITE 504 NEWYORK,NY 10011
PH:(212)-242-8401 FAX:(212)-242-8402 E:DAVIDBARCH@AOL.COM
ANK 2 9 2004
MEMO
DATE: April 26, 2004
TO: Inspector
Town of Southold Dept of Bldg.
Fax. 631-765-1823
Southold Town Hall
P.O. Box 1179
Southold, NY 11971
RE: Norman Wamback Residence
3850 Camp Mineola Road
Mattituck, NY 11952
FROM: David Bers RA
VIA: Fax
CC: Norman Wamback
I have inspected the above premises during construction and have found new
structural components, including headers, to be per specification and sound.
David Bers RA
�o
�-1 022396
OF E���
v F
FWLD INSPECTION REPORT DATE COABmgT§
FOUNDATION(1ST) y
C
FOUNDATION(2ND) tis!
� z
co
ROUGH FRAAUNG& -
PLUMBING, H
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL /
C
ADDPITONAL COMUENTS
9
Y�O O
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TOWN OF SOUTHOLD BUILIING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT _ Do you have or need the following,before applying
TOWN HALL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL: 765-1802 Survey
PERMIT NO. 9 ,,� Check
Septic Form
N.Y.S.D.E.C.
Trastees
Examined 6 6 20 Contact,
Approved G ,203 to:
Disapproved`a/c
ZPhone:
r Building Inspector
; f
T'rc
PLICATION FOR BUILDING PERMIT
Date Ps o o s , 20
�.�--�'-`�"` �•��` ` ''-Y _ _---INSTRUCTIONS "
a. This application MUST ybe,c:o mr letelY-filldin bY_ typewriter or in ink and submitted to the Building Inspector with
3
sets of plans, accurate plot pin sc�ae.Fe
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 pari for any purpose what-so-ever until a Certificate of Gccupanc,
is issued by the Building Inspector.
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,Nous' g code, id regula ' ns, and to admit
authorized inspectors on premises and in building for necessary-inspections.
'VA .4 > Oti
(Signature of applicant or name,if a corporation)
JK� Wit'. sow �iY4, !oo i S
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, to
,dengineer, general contractor, electrician,plumber or builder
Name of owner of premises W*W WAMSAOIG
(as on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on whichroposed work will be done: mmT i-T u U6
z_,850- Gaawi Al loeola 21d.
House Number street Hamlet
County Tax Map No. 1000 Section 123 Block ' Lot .18
Subdivision Filed Map No. Lot•
(Name)
2. State existing use and.occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy --
3. Nature of work(check which applicable):New Building Additiony/ Alteration V"
Repair RemovalDemolition Other Work
(Description)
4. Estimated Costi-407" Fee
(to be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify,nature and extent of each type of use.
•7. Dimensions of existing structures,if any: Front ' 2 2 Rear Zy 2 Depth q2•Z
Height_-2 3.2- Number of Stories
Dimensions of same structure with alterations or additions: Front 96.21 Rear
Depth �2• Z ' Height 2 3.2' Number of Stories 2
Dimensions of entire new construction: Front Rear Depth
y: Height Number of Stories
•9. Size of lot: Front /400.0 Rear-/00- 61 Depth /IW0• 06 '
10. Date of PurchaseName of Former Owner
i
11-.-Gone or use district all*hick premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation:
13. Will lot be re-graded Ali Will excess fill be removed from premises: YES
23oult sr. .10F
14. Names of Owner of premises NOPNIAN MAMfLAUG Address 1Wc�&K#J 1 IZD I Phone No.3/0-21110 Yb�
Name of Architect 129 0 1 Q j f rA A&A4(rerz'Address 39 W 1gjk hone No 2121 7,42- 4G/0l
Name of Contractor Address Phone No.
15. Is this property within 100 feet of a tidal wetland? *YES AV
• IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MA 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)
COUNTY OF Ck
being duly sworn, deposes and says that(s)he is the applicant
Zd� e i i - s1 g-con aG1J a15755 enamed, -
(S)He is the -OWWZ
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi - _ . . _ - '
day of -,t.Q,. 20261
otary Public y Signature of Applicant
JOYCE M.WILKINS
Notary Public,state of New York
No.4952246,Suffolk County
UM Expires June 12, 9463
So�jyol
Town Hall Annex O Telephone(631)765-1802
54375 Main Road ,ax(631)765-g5Q2�
P.O.Box 1179 G roger.rlchert _IOWn.SOutl101Q.nV.US
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date:
Company Name: .
Name:
License No.:
Address:
Phone No.: =
JOBSITE INFORMATION: *Indicates required information)
{ q
*Name: K l
*Address:
*Cross Street: h14- IVI& LCi niP,
*Phone No.. A16
Permit No.: a7
Tax-Map District: 1000 Section: 3 Block: Lot: p
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply)
Is job ready for inspection: YES/ NO Rough In Final
*Do-you need a Temp Certificate: YE,/ NO
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 � �
rl Postage $ LD
! Certified Fee
E3
I
1--3ReturnReceipt FeeNOV Postmark -
! O (Endorsement Required) _ 11&r90115 a
Restricted Delivery Fee .' +• i
(Endorsement Required)
O
„0 Total Postage&Fees
O
Mr
Sen T
arm ��1 amr �k '.�
0 Street,ApLNo.,
-- o.
PO Box N --- .�- ---------------------------
City,State,ZIP+4 q�n `iuct —�a4 !M52-
• • • DELIVERY
COMPLETE •
■ Complete items 1,2,and S.Also complete A. Signature
item 4 if Restricted Delivery is desired. j Agent
■ Print your name and address on the reverse X' �� El
Addressee
so that we can return the card to you. B. Received byI'd(Printed Name) -6-le of elivery
M Attach this card to the back of the mailpiece, `dN
or on the front if space permits. ��Jj'
D. Is delivery address different from item 1? 'D Yes
1. Article Addressed to: If YES,enter delivery address below:
Norma Wamhac k „
PD. Box /88 a �-
M Q-���.IG� 1 `r'�• 3. Service Type ;�• " ';•`,-Y;r;, '
)1152— Certified Mail.\❑Express,Mail
E3 Registered, f `�1 Retum`Receipt fbt',Merchandise
❑Insured Mail
4. Restricted Delivery4,,(Ezfra dee); ❑Yes
2. Article Number
(transfer from service labei) M13- 0600 0 0 0 0 61.7 4 8.4 7 4 ,
ry PS Form 3811,iFebr Lary 2004 Domestic Return Receipt 10259,5 2=M-1540
-- �,, -' --- —' - --- - - -r,. -- --- — --
0.412912003 12:11 2126450380 DAVID BERS ARCHITECT PAGE 01
v,
DAVID BERS ARCHITECTURE
39 WESTI4TH STREET SUITE 504 NEW YOi�K NYLOOiA ff
FH:(21*2@d401 FAX:(212}2*6111C R 'E:OAViDSAH�1®AO
FAX
DATE: .4
ATT: OAAW4 Lt,l (.y Svv�aOi.D �Ly9 6CPT
FAX NO: sl lbs. 980
P HONE NO:
NO..PAGES ONCL.COVEW: t e
a
SUBJECT:
MEMO: r
®�®�uFfO(��®�
o� y�
C z
Town Hall,53095 Main Road O • Fax(631)765-9502
P.O. Box 1179 / yiif,®d Telephone(631)765-1802
Southold,New York 11971-0/r959 /7
r� s
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
April 29, 2004
Norman Wamback
230 Jay St . , Apt 17-D
Brooklyn, NY 11201
RE : 3850 Camp Mineola Rd. , Mattituck
To Whom This May Concern:
We are unable to complete your Certificate of Occupancy
because of the following reasons :
xx An application for Certificate of Occupancy is
not on file. (Enclosed)
xx No Underwriters Certificate on file .
xx The check is (not on file . ) $25 . 00
No Health Department Approval on file.
No final inspection has been made .
No Plumber Solder Certificate on file.
(All permits involving plumbing being
issued after April 1, 1984) .
BUILDING PERMIT # 29462-z
Please contact our office on this matter. Thank you for
cooperation.
SOUTHOLD TOWN BUILDING DEPT.
pF S®!/Py®lo
Town Hall,53095 Main Road Fax(631)765-9502
P O.Box 1179 ® O Telephone(631)765-1802
Southold.New York 11971-0959
C®UNT`I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
F
TO WHOM IT MAY CONCERN:
We,are unable to complete your Certificate of Occupancy because of the following reasons:
V/
An application for Certificate of Occupancy is not one file. (Enclosed)
Vj No Electrical Underwriters Certificate on file.
The check is (not on file) $25.00 Returned outdated
No Health Department approval on file.
No final inspection has been completed.
No Plumber Solder Certificate on file. (All permits involving plumbing issued after
4/1/84)
Final Town Trustee Approval
BUILDING PERMIT:#29462-Z
Thank you for your cooperation.
SOUTHOLD TOWN BUILDING DEPT.
Please note if permit is expired,a renewal fee may be required.
pF SOUly®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959
yc4UfVT`1,�1c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
November 29, 2011
Norma Wamback
PO Box 688
Mattituck, NY 11952
Re: 3850 Camp Mineola Rd., Mattituck
TO WHOM IT MAY CONCERN:
The Following Item(s)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$25.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall. — Bob Fisher
Final Landmark Preservation approval.
BUILDING PERMIT: 29462 —Addition/Alterations
SOUry®l®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1,179
Southold,NY 11971-0959
yC4UNTY,� .
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 15, 2012
Norma Wamback
PO Box 688
Mattituck, NY 11952
Re: 3580 Camp Mineola Rd, Mattituck 4th REQUEST
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
/ Electrical Underwriters Certificate. (contact your electrician)
A fee of
r
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection,from Fire Marshall.
Final Landmark Preservation approval.
BUILDING PERMIT : 29462 —Addition/Alterations
sovly®l
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765=9502
P.O.Box 1179
,c
Southold,NY 11971-0959
Own
1 m 9�
November 17, 2015
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Norman Wamback
PO Box 688
Mattituck NY 11952
RE 3580 Camp Mineola Rd,Mattituck 5th REQUEST
TO WHOM IT MAY CONCERN:
The Fol wing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
,Application for Certificate of Occupancy. (Enclosed)
lectrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT - 29462 —Addition/Alteration
W29I2003 17:03 2126450380 DAVID BERS ARCHITECT PAGE 02
LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF
ROBERT J. BERGAMINI, JACQUELINE M. FEDNYAK
MARGARET M BERGAM_ INI, RAYMOND E. FEDNYAK I , Iss
CHARLES F. CAIN & 85cl Q',O011 E 100- m S, s ,.'
MARY E. CAIN
0 HEDGE
CNC.M W o
CONG.zFN l p HE sSHpE
0'w k E � NN
StAME3
0. WAGE i%';20.1
O N 1 2•
4L sy �sF
ILO .
O
0 1 F rC AGE
sax 191
NOTES: FN
NEW PORCH AREA = 297 S.F. HEDrA
0i.o'E 24. '
2 STORY
NEW ROOM AREA= 158 S.F. W� 3' 3e DWELLING
EXISTING CONSTRUCTION .A � 'A
N fV
NEW COVERED PORCH -
NEW LIVING ROOM-EXTENSION -
REMOVE EXISTING STAIRS 2 2'
NEW STAIRS -----• �V-- --
i tiEOGE 1
SND NOW OR 03
FORMERLY OF so a�
eHARLES F. CAIN HE0CE o•' A 0'QO pPv�t+►F
& MARY E. CAIN Sp7Eo
� opo
N�z
C SURVEY
�` �:ZO
04!29/2003 17:03 2126450380 DAVID BERS ARCHITECT PAGE 03
f
0
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IVE FRAME �
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�N S 04°49'00" rn rnO
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EDNA REIRNE
& MICHAEL E. OEIRNE -n
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ir
WAMBACK RE DE E m PATM
7=3 DESIGN DEV.
asm Yln�sa Rd., t 1
MaftnuoI4 NY 11052
9941 aR8 KAN .,
8c" NOT TO SCALE
g �n6Bi inr sr�m A®
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May 16, 2003 n;.
TO: David Bers Architect
FROM: Norman Wamback
SUBJECT: Set-back Averaging, Re: Variance Appeal
Dear David,
Speaking with Damon in the Southold Town Building Department
regarding the 12 by 36 inch wedge of the new construction that will be 12
inches under the zoning regulations, they said I could take the homes up to
300 feet on either side of me and measure the distance they are from the
road, and then average the distance. Here are the results:
Tax map # 123-5-17 Beirne 51' frontage 15'/2 feet from road
# 123-5-18 Wamback (can't use in the averaging)
# 123-5-19 Cain 106' frontage 30 feet from road
# 123-5-20 Bergamini 106' frontage 10%2 feet from road
# 123-5-21.2 Villanueva 123' frontage + 36 feet from road
92 total
Dividing the total footage from the road by 4, I come up with an
average of 23 feet. Based on this, I would not be required to request a
zoning variance.
Damon said he would accept your verification of the measurements.
Thank you. { 4W �p , Ad
'�'
6, "05 RED ARC
PJ\D IRA
Norman Wamback
x22396 �oQ`
SOF 14E `S
04/29/2003 - 11:42 2126450380 DAVID BERS ARCHITECT PAGE 02
LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF
ROBERT J. BERGAMINI, JACQUELINE M. FEDNYAK
MARGARET M BERGAMINI, RAYMOND E. FEDNYAK
CHARLES F. CAIN & o Ql oo" E OQ' .s s S"F
MARY E. CAINZ, $5 C.Mo
/ ®
0.7' E
C • w g p� HE RAPHE 'W
iy ... .• NC
�2e E QD HtiFbDt'S 0.9 S SHED FMME
w 2(x•1 N cp►w4r,�
n
O
o � � a
smm 19.1
NOTES:
fN�� 1.0'E
NEW PORCH AREA=297 S.F. z STORY
NEW ROOM AREA= 158 S.F. w FRAME
DWELLING
EXISTING CONSTRUCTION ,A N �q
NEW COVERED PORCH
NEW LIVING ROOM EXTENSION
REMOVE EXISTING STAIRS
NEW STAIRS - _-
V*WE J.w w 566,7_ Y
LAND NOW OR
FORMERLY OF 0.2° ! PtWNG Av�M�'i
CHARLES F. CAIN i S-t Q EOfc
& MARY E. CAIN �w j COQ
y 2
SURVEY
04/29/2003 11:42 2126450380 DAVID BERS ARCHITECT PAGE 03
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APR 7 2003 Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheck Software Version 3.5 Release lb
Data filename: wamback.dba rck
TITLE: Wamback Residence
COUNTY:Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 04/03/03
DATE OF PLANS: 04.02.03
COMPANY INFORMATION:
David Bers Architecture
COMPLIANCE: Passes
Maximum UA=62
Your Home UA=61
1.6%Better Than Code(UA)
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U- actor UA
Ceiling 1: Flat Ceiling or Scissor Truss 156 45.0 15.0 3
Wall 1: Wood Frame, 16" o.c. 104 24.0 15.0 3
Window 1: Wood Frame:Double Pane with Low-E 8 0.470 4
Window 2:Wood Frame:Double Pane with Low-E 8 0.470 4
Wall 2: Wood Frame, 16" o.c. 96 24.0 15.0 2
Window 3:Wood Frame:Double Pane with Low-E 8 0.470 4
Window 4: Wood Frame:Double Pane with Low-E 8 0.470 4
Window 5: Wood Frame:Double Pane with Low-E 8 0.470 4
Wall 3: Wood Frame, 16" o.c. 96 24.0 15.0 2
Window 6:Wood Frame:Double Pane with Low-E 16 0.470 8
Window 7:Wood Frame:Double Pane with Low-E 16 0.470 8
Window 8: Wood Frame:Double Pane with Low-E 16 0.470 8
Wall 4. Wood Frame, 16" o.c. 104 24.0 15.0 4
Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 156 45.0 15.0 3
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet
the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped
and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or
specifications are in compliance with this Code.
Builder/Designer Date
3
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheck Software Version 3.5 Release lb
DATE: 04/03/03
TITLE:Wamback Residence
Bldg. I
Dept.- I
Use I
I
I Ceilings:
[ ] 1 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-45.0 cavity+.R-15.0 continuous insulation
I Comments:
I
I Above-Grade Walls:
[ ] 1 1. Wall 1: Wood Frame, 16" o.c.,R-24.0 cavity+R-15.0 continuous insulation
I Comments:
[ ] 1 2. Wall 2: Wood Frame, 16" o.c.,R-24.0 cavity+R-15.0 continuous insulation
I Comments:
[ ] 1 3. Wall 3: Wood Frame, 16" o.c.,R-24.0 cavity+R-15.0 continuous insulation
I Comments:
[ ] 1 4., Wall 4: Wood Frame, 16"ox.,R-24.0 cavity+R-15.0 continuous insulation
I Comments:
I
I Windows:
[ ] 1 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor.0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break? [ ]Yes [ ]No
I Comments:
[ ] 1 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor. 0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break? [ ]Yes [ ]No
1 Comments:
[ ] 1 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor 0.470
I For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break? [ ]Yes[ ]No
I Comments:
[ ] 1 4. Window 4: Wood Frame:Double Pane with Low-E,U-factor. 0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break?[ ]Yes[ ]No
I Comments:
[ ] 1 5. Window 5: Wood Frame:Double Pane with Low-E,U-factor 0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break?[ ]Yes [ ]No
I Comments:
[ ] 1 6. Window 6:'Wood Frame:Double Pane with Low-E,U-factor. 0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break?[ ]Yes [ ] No
I Comments:
[ ] 1 7. Window 7:Wood Frame:Double Pane with Low-E,U-factor: 0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break? [ ]Yes [ ]No
I Comments:
[ ] 1 8. Window 8: Wood Frame:Double Pane with Low-E,U-factor. 0.470
1 For windows without labeled U-factors,describe features:
I #Panes Frame Type Thermal Break? [ ]Yes[ ]No
I Comments:
I
I Floors:
[ ] 1 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,
I R-45.0 cavity+R-15.0 continuous insulation
I Comments:
I
I Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
I leakage must be sealed.
[ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
I with a 0.5" clearance from combustible materials.If non-IC rated,the fixture must be installed with a
1 3"clearance from insulation.
I
I Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
I Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
I equipment must be provided.
[ ] I Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications.
I
I Duct Insulation:
[ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] I Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
I Insulation is not required on return ducts in basements.
I
I Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
I (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
I Exception:Continuously welded and locking-type longitudinal joints and seams on ducts
I operating at less than 2 in.w.g. (500 Pa).
[ ] I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] I Air filters are required in the return air system.
[ ] I The HVAC system must provide a means for balancing air and water systems.
I
I Temperature Controls:
[ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
I temperature set point of the largest zone.
I
I Electric Systems:
[ ] f Separate electric meters are required for each dwelling unit.
I
I Fireplaces:
[ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
I provisions of the Building Code of New York State,the Residential Code of New York State or
I the New York City Building Code,as applicable.
- - t
I
I Service Water Heating:
[ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
I water heater has an integral heat trap or is part of a circulating system.
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
I Circulating Hot Water Systems:
[ ] I Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] I All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
1 of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
I Heating and Cooling Piping Insulation:
[ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55°F must be insulated to the
I levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(Fl U_p to 1„ Un to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipc Sizes
Piping System Types Range 2" Runouts 1"and Less 1.25"to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD(Building Department Use Only)
Wamback
#PPRQVEDMWW
DATE.
Notes _ A& P.# 2, ` Residence
1.The drawings and specifications are complimentary;what is required by either is included in the Contract. It FEE: 2 t/ B 3850 Camp Mineola Rd, Mattituck, NY 11952
is the intent of the drawings and specifications to include all labor, materials,shoring, protection, and other items NOTIFY BUILDING DEPAR AT
that are necessary,to produce the work described in a safe, complete, correct, and finished manner. 765-1802 B AM TO 4 PM FOR•THE
FOLLOWING 'INSPECTIONS: ZONING DISTRICT TOWN OF SOUTHOLD,
2.The work shall be done in compliance with all applicable City, State, and Federal construction and safety 1. FOUNDATION -'TWO,f4QUREb SUFFOLD COUNTY, NEW YORK
regulations, and in compliance with all utilities. All trades to be licensed and insured. FOR POURED CONCRETE
2. ROUGH - FRAMING & PLlNC>3 S.C.T.M.# 1000-123-5-18
3.The warranty period shall be one year from the date of substantial completion, and shall cover all new work. All 3. INSULATION HEIGHT TWO STORY WOOD FRAME
repairs or corrections made during this period shall be made in a timely manner, and without cost to the owner. 4. FINAL - CONSTRUCTION`MUST DWELLING
BE COMPLETE FOR C.O:
4. All Work Copyright David Bers 2003. ALL CONSTRUCTION SHALL MEET THE EXISTING OCCUPANCY RESIDENTIAL
REQUIREMENTS OF THE CODES OF NEW
5.The contractor shall examine site and verify all dimensions and conditions on the site and be reponsible for YORK STATE. NOT RESPONSIBLE FOR PROPOSED OCCUPANCY ge ggI IAL
same. In case of discrepency conflict or doubt, notify architect in sufficient time to resolve issue before proceeding DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCE�D
with work in question. FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
6. Do not scale drawings. HAS BEEN APPROVED.
7. All items and hardware to be installed and supplied by G.C. COMPLY WITH ALL CODES OF CERTIFICATION O5NAILING � CONNECTIONS
NEW YORK STATE & TOWN CODES REQUIRED.
8. G C.to provide samples of all finishes for approval by architect prior to fabrication. Shop drawings to be AS REQ ED AND CONDITIONS OF
submitted for all cabinet work for approval prior to fabrication.
— - SOUTHOLD TOWN SSA
9. Submittals:
SOUTHOLD TOWN PLANNING BOARD, Drawing List
a. Cabinet Shop Drawings
b. Finish Samples S®UTbUD fi®VN TRUSTEES
Cl COVER SHEET
c. Hardware Alternates
N.Y.S.DEC AO SITE PLAN
d. HVAC Shop Drawing and Equipment Cuts Al CONSTRUCTION PLAN
e. Heating Plumbing Cuts A2 FOUNDATION/FRAMING PLA11INCERWRITERS CERTIFICATE
f. Wood Exterior Windows A4 EAOST ELEVATION ELEVATIONRTH
A5 SOUTH ELEVATION REQUIRED
ALL C®NSTRUCTI®N SHALL .
10.Appliances by owner to be installed by G.C. Lighting fixtures where noted 'By Owner'to be installed by G.C. MEET THE-REQUIREMENTS OF THE A6 PARTIAL
ELEVATIONS ION
G.C.to provide delivery of all items including all appliances and fixtures from curb. - YORK STATE, A8 not used
CODES®P N A9 not usedAlWALLSECTION
�tGFtED'�RC'
All DECK SECTION �PAeF9yzj�
Additional Notes A1A13 not used c'1
3 not used r �
A14 not used
A15 DETAILS
EXTERIOR MATERIALS Treated cedar shingles-white paint trim. �® ti STR 1 STRUCTURAL NOTES ], `
Asphalt Shingles on roof. STR 2 STRUCTURAL NOTES '9,• 022396 �Q
Copper on low roof areas. _ OOmPLY WITH CHA TER"46" STR 3 STRUCTURAL NOTES
Mohogany wood porch and steps. FL®®® ®AMAGE PREVENTI®� STR 4 STRUCTURAL NOTES F OF NES
Slate patios. SOUTHOLD TOWN CODE.
DOOR &WINDOW TYPE Marvin wood doors and windows @ new construction. WAMBACK RESIDENCE NO. DATE SUBMISSIOM
OCC U PAN CNY OR 3850 Camp Mineola Rd., 1 127103 DESIGN DEV
MattitucK NY 11952 2 42103 SOLTMOI.D Doe
TYPE OF HEAT Hot Water USE IS UNLAWFUL
WITHOUT CERVICATE nne COVER
SCALE NTS
OF OCCUPANCY DATE 0401.03
3B Yu1ST t41"0
TlSPt
-W W c ar tacn
2122@&tot 3 C f
F2122t
MVIOBARCHORGIPBA0.CUM
—
'
, .
U
10
MIN. NEW ASPHALT ROOF SHINGLES-TYP.
F� EXISTING WINDOWS
REMOVE EXISTING FACE TRIM(PEAVES
E:1
NEW SOFFIT DETAIL TO
MATCH EXISTING EXACTLY
EXISTING WINDOWS,EXTERIOR TO BE
SANDED,REPAIRED AND REPAINTED
NEW 5 1/2"V-GOOVE SIDING-PAINTED
PAINTED DRIP EDGE DETAIL
CLEAR FINISH CEDAR SIDING TO MATCH EXISTING
QISTING STUCCO FOUNDATION TO BE PAINTED
ATCH EXISTING COLOR TO BE VERIFIED BY
ARC ITECT
DA
IRA P,
REMOVE EXISTING I K
NORTH ELEVATION STOOP AND FRO R
SALVAGE FRONT D D
FOR RELOCATION 022396
NEW CONSTRUCTION EXISTING CON UCTION PATCH FOUNDATION&
MATCH EXISTING
NEW&EXISTING STUCCO TO BE MATCHED. NEW WOOD STEPS-PAINTED
n
W)TE: IPM DATE suamisslow.
-NEW DETAIL @ SOFFIT TO MATCH EXISTING. WAMBACK RESIDENCE 1 1/27/03 DESIGN DEV.
G.C.TO INSPECT ON SITE AND ADJUST DETAILS 3860 Cam neola Rd.,
ACCORDINGLY. NY 2 2 4/1/03 SOUTHOLD DOB
-HEAD HEIGHTS TO MATCH EXISTING EXACTLY.
-LOCATE ROOF COLLAR BEAM TO MATCH
ABOVE DETAIL.
Tine WEST ELEVATION
SCALE wr
DAM G4.30.02
1`02MOM i A3
f
BLUESTONE CAP
STUCCO ON BLOCK CHIMNEY
FLASH 10"ABOVE EDGE OF ROOF MIN.
NEW ASPHALT SHINGLES
EAVE DETAIL TO
MATCH EXISTING
LINE OF PEAKED CLG. ———
INSIDE PORCH z
NEW 5 1/2"V-GROOVE w
T&G SIDING
12
6.25 EQ
(VERIFY) DOOR
-
----------------- ,
�•
4
4 o
O
DAL---------- �pI1RAgF9
P�
--5
D1 i W1 ®
'D3 W6 %
EAST ELEVATION NST 022396
1 u4•=r-o" j PAINTED
@ 4"O C ATTTACHED TO F OF E�y
SQUARE LED WIRE
INFILL W/ TOP AND BOTTOM RAIL TYP.
GALVANIZED WIRE MESH BEHIND 2`_6"
STUCCOED BLOCK FOUNDATION
TO MATCH EXISTING
5'-0"
STEEL FOUNDATION VENTS 12"X WAMBACK RESIDENCE No. DATA SuBmtsswrt
16"TYP.GALV.W/OPERABLE 3850 Camp Mineola Rd., 1 1127103 DESIGN DEV.
VENTS Mattltuck,NY 11852 2 4/1/03 SOUTHOLD DOB
LOCATION OF GUTTER
DOWNSPOUTS
mm EAST ELEVATION
SCALES/4"=V-0'
DATE 04.30.02
DAVID
ARCHITECTURE
" M WEST 147"ST 45504
TM242 ,�„ - A4
7 212 241 640,
F 2112426402
D.VI�i6A1 Q7A
/
\ FINISHES NOTE
\ -NOTE:ALL TRIM&BASE DETAILS TO MATCH EXISTING EXACTLY.
-ALL INTERIOR SURFACES @ LIVING ROOM,DINING ROOM,GUEST BEDROOM,
D2ENTRANCE AND THROUGHOUT AREAS OF NEW CONSTRUCTION TO BE REPAINTED.
LIVING ROOM -ALL WALL SURFACES TO BE EGGSHELL FINISH,ALL TRIM SEMI-GLOSS COLORS
TO BE DIRECTED BY ARCHITECT
-PROVIDE UP TO 4 WALL SAMPLES FOR APPROVAL
PRIOR TO INSTALLATION
3 WEST-EAST ELEVATION FIREPLACE
-RUMFORD MASONRY FIREPLACE W/FEILDSTONE VENEER INSIDE.
-FIREBOX DIM:40"W x 32"H x 18"D
-PROVIDE ASH PIT W/ACCESS FROM OUTSIDE.
-STUCCO FINISH EXTERIOR.
\ -MASON TO PROVIDE STONE SAMPLES FOR APPROVAL BY ARCHITECT
PRIOR TO INSTALLATION.
Eli , - o
n I]] LH
r771= [Lt] 1111111
W7 W6 D3 W2 W1 D7
ENTRANCE LIVING ROOM DINING ROOM] EARC
,GJ
�A\O IRA 8 �,
2 NORTH-SOUTH ELEVATION
,/a•=r o•
RELOCATED EXISTING DOOR
(P
022396
OF N
L
� Eii
WAMBACK RESIDENCE NODAM we° "
3850 Camp Mineola Rd., 1 1/30/03 DESIGN DEV.
Mattftuck,NY 11952 2 4/1/03 SOUTHOLD DOB
TRte INTERIOR ELEVATIONS
SCALE 1/4"=l'-T
°AM 04.30.02
- NORTH-SOUTH ELEVATION LIVING ROOM ws w4 w3 ' A7
aeuEsrtan+sra.oa
DAVID i �R NEK'Yaf4C NY t00t1 =
UP=1'-0• FM2242092 3
MUMARCHDa COM
NEW ASPHALT SHINGLE ROOFING PER SPEC.
NEW 2X10 ROOF RAFTERS @ 16"O.C.
NEW 2 X 8 CEILING RAFTERS SISTERED
FIBER BATT INSULATION 8"
HURRICANE CLIPS @ ALL RAFTER/PLATE
CONNECTIONS
3/4"PLYWOOD SHEATHING
NEW GALV. METAL DRIP FLASHING
NEW ALUMINUM GUTTER PER SPEC.
DIMENSION OF EXPOSED RAFTER ENDS ---MATCH EVE ELEVATION @ EX'G CONSTRUCTION
TO MATCH EXISTING ROOF EVE DETAIL
MATCH EXISTING EVE DETAIL EXACTLY�% T
` T
GALV.STEEL MESH VENT SCREENING
-6"
W/BLOCKING AS REOD. i
i
TYP. WINDOW CASING AND CAP TRIM
NEW WINDOWS AND TRIM PER SCHEDULE
AND SPEC.
NEW 51/2"U-GROOVE SIDING'
1 1/2"X 1 1/2"DRIP CAP
i
NEW WINDOWS AND TRIM PER SCHEDULE i
AND SPEC.
NEW CEDAR SHINGLE SIDING
CONTINUOUS TYVEK BUILDING WRAP.TYP.
AT ALL NEW CONSTRUCTION.
5/8"GYPSUM BOARD INTERIOR FINISH TYP.
2X4@16"O.C.
3/4"WOOD FLOORING-MATCH EXISTING DRIP CAP DETAIL- TYP.
3/4"WOOD T&G SUBFLOOR G spa•=r-o•
2 X 10 @ 16"O.C:FLOOR JOISTS TYP.
HOLD-DOWN CLIP
(2)2 X 8 PRESSURE TREATED SILL PLATE
5/8"STEEL HOOK. 12"LONG @
48"O.C. FILL BLOCK SOLID
TERMITE SHETLD
LINTEL BLOCK W/2 @#4 REBAR
STUCCO FINISH
8x8xl6 CMU TYP.
PROVIDE#9 DURAWALL CMU REINFORCING-
EVERY OTHER COURSE
CONTINUOUS WATERPROOFING TO B.O. 00
FOOTING °c>
CONTINUOUS RIGID FOUNDATION = o 00
INSULATION
#4 REBAR @ 48"O.C. Zi o 0
ALIGN WITH ANCHOR BOLTSO°
0°0° o 0
NEW RAT SLAB o00°o
GRAVEL FILL ooQ o p - •
2 @#5 REBAR,CONTINUOUS --- ---- --
NEW 4"PERF PVC CURTAIN DRAIN ° p.` '' a e Z.^o�8 �0 c,0 o
TIE INTO EXISTING SYSTEM W/ o00 °oe.;s o �� 000 0°0
CONTINUOUS SLOPE ct)°o °oo°°
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Ip \fin
NEW ASPHALT SHINGLE ROOFING
PER SPEC.
NEW EXPOSED 2X10 ROOF RAFTERS
@ 16"O.C.
51/2"TONGUE AND GROOVE
V-GROOVE BOARD
3/4"PLYWOOD SHEATHING
GALV.STEEL MESH VENT SCREENING
W/BLOCKING AS REOD. II�
I
HURRICANE CLIPS @ ALL RAFTER.PLATE d wo
II
CONNECTIONS L
LINE OF 51/2"x 3/4"T&G V-GROOVE
DIMENSION OF EXPOSED RAFTER ENDS _ WOOD DEILING @ FRONT PORCH
TO MATCH EXISTING ROOF EVE DETAIL ———— ———— ONLY.
+MATH VE EL VATION @ EX'G CONSTRUCTION ECEILING @ BACK
XPOSED ASS OWN PORCH TO BE
NEW GALV.METAL DRIP FLASHING �
NEW ALUMINUM GUTTER PER SPEC. % .-
MATCH EXISTING EVE DETAIL EXACTLY
ZLIGHTING OR FAN BOX MOUNTED ON
MATCH HEIGHT OF FACIA TYP. RIDGE
SEE ELEVATION CONTINUOUS FACIA 5/4"
5/4"FACIA
2@ 2x10s 03/4"GUSSET
3/4"WOOD TRIM
3 @ 2"x 6"COLUMN TO GIRDER BELOW
1/4"x 1/411
2 �I�M
N DETAIL
21/4"ROUND RAILING
1"x1"BALUSTRADE
5/4"x 21/4"BOTTOM PLATE
3/4"x 51/2"WOOD T&G FIN, FLOOR
SIMPSON ABE66 POST BASE TYP.
2 X 10 @ 16"O.C.FLOOR JOISTS TYP. SLOPE 1/2"
3/4"x 31/2"WOOD TRIM
5/4"APRON
3 @ 2"x 10"GIRDER W/2@5/8"x18"
ANCHOR BOLT
HOLD-DOWN CLIP
(2)2 X 8 PRESSURE
TREATEDSILL PLATE
TERMITE SHETLD
STUCCO FINISH
op poo ° Oo o O O o0
16"CONCRETE PIER W/#4 REBAR o 0 0°o0 0 °o 00. 00° ;" o
60oo, o o go ��°, o °ooa o'o 0
"ONTINUOUS WATERPROOFING TO B.O. 0 °° °° moo o '0 4.000a 0 00 0
✓ FOOTING o0 �o 00 6 ° o o °°0 0 °0 0 0 °o 0
I I I � �
GRAVEL FILL
#4 REBAR @ 48"O.C. o
ALIGN WITH ANCHOR BOLTS o 0
2 @#5 REBAR, 000
CONTINUOUS ° o Oo
0
Oo0 0
0
000 0 0
00000
o �
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00
0 V
` o
r 0o0p00° •+�� —sae
O° n L
w I^ S I^ c
Ste
w Z m
v
tr ji WALL SECTION -TYP.
o
0
m
o
grill
w►WI 0 (�
3/4"PTD.FIN.GRADE PLY NOOD
ACCESS PANEL ON PIANO HINGES
2x4s ON END
VERIFY RISER DIMENSION I 1 1/4"D CKING
ON SITE 30 1/4"CONTINUOUS AI SLOTS
MAI
3/4"PAINTED RISERS PROVIDE ACCESS TO VAIVE
NOSING,SOLID
2112"x 3/ "TRIM
5L
x T&G FACING
TYPICAL BASE OARD
1 '-
1"AIR 3PACE
1
T
2'
STAIRS @ FRONT DECK RAD. AB. SECTIONRAD. CAB. ELEV.
X-0"
5/4"C W TRIM OVERLA BY 1/4"
5 112" &G SIDING
ALIGN
9"
= ?,ED A,qC
1 �OP�\p IRA e�R�
4 ST�IR WITH RAILING 1I FRONT PORCH PARTIAL ELEVATION G� FRONT PORCH N9� 022396
FNEv'
WAMBACK RESIDENCE NO. DATE suBMISsm tk
3850 Camp Mineola Rd.,
Mattituck,NY 11952
TITLE DETAILS
scALE AS NOTED
- DATE 04•3D 02
39Mw ten,zresw
. . ARCHITECTURE �V2841 Al 5
rz,2zezww 3
F2,MAF M
oneroenno�aa.axa
GENERAL NOTES FRAMING NOTES
L ALL WORK MATERIAL. AND EOUIPMENT SHALL BE IN 12. THIS DRAWING IS AN INSTRUMENT _PREPARED TO 1. ALL FRAMING LUMBER SHALL BE GRADE, STAMPED 9 NAILING SCHEDULE SHALL BE AS PER THE N .Y.S.
ACCORDANCE WITH THE NEW YORK STATE UNIFORM FACILITATE CONSTRUCTION AND SHALL NOT EE DOUGLAS FIR-LARCH STRUCTURAL GRADE No_ 2 OR BUILDING CODE AS A MNINIUM. ALL 2X6 STUDS
BUILDING CODE. AND THE NEW YORK STATE ENERGY CONSTRUED AS A CONTRACT BETWEEN BUILDER AND BETTER- SHALL RECEIVE S-100,NAILS AT SILL AND PLATE.
CONSERVATION COOE..AND LOCAL AUTHORITIES. OWNER
2_ ALL SHEATHING TO BE APA RATED EXPOSURE 1 5/9- ALL EXTERIOR NAILS SHALL BE GALVANIZED.
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY MIN. T HICKNESS OR AS NOTED. IQ PLYWOOD SHEATMG TO BE NAILED WITH 8 o Ob 4-
MINMUM 26 DAY STRENGTH OF 3000 PSI SHALL -BE DESIGNED AND BUILT IN ACCORDANCE ox. EXTERIOR EDGES AND 6 d P 12" a_a
Wil H TI SUFFOLK COUNTY DEPARTMENT OF HEALTHI 3L ALL. SUBFLOOR�ING TO BE APA RATED STUDD-I-FLOOR. INTEf&AEDIATE:
3 ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- - Ex3'OSEJAE 1. 3/4-MIN. TEtlCKNESS. ALL EDGES OF
LARCH STRUCTURAL GRADE �2 OR BATTER 1_ ACCORDANCE WITH THE NEW YORK TURE HAS BEEN DESIGNED
1 ENERGY PLYWOOD TO 6E SET ON SOLID BLOCKING. GLUE AND I ALL INTERIOR AND£XTER& FINISHES. FLASHING
4. PROVIDE DOUBLE WEARERS AND iAA9MERS AT ALL CONSERVATION CODE.
NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. AND WATERPROOFING SMALL 6E BY ARCHITECT.
-
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL 4. ALL HEADERS T-0"AND OVER SHALL 6E- SUPPORTED 12- ALL ROOF RAFTERS SHALL 6E ATTACHED TO THE PLATE
PARTITIONS.EXCEPT AS NOTED ON DRAWING. IS ENG14EER TO BE NOTIFIED IN WRITING OF ALL WITH DOUBLE UPRIGHTS, 9'-O" ANO OVEii WITH AND STUD WITH GALVANIZED HURRICANE TYPE
CHANGES PRIOR TO AND DURING CONSTRUCTION TRIPLE UPRIGI TS. ALL HEADERS SHALL BE A CONNECTORS BY -TECO-,OR APPROVED EQUAL. FOR
5 HR ORB TO BE PROVIDED FOR ALL JOISTS AND TRIPLE
OF TIMBER PILE FO
2-2X8 OR AS SHOWN ON DRAWING_ FOUNDATIONS. PROVIDE HUIRRICANE
FLOOR BEAMS SPACING NOT TO EXCEED 8-0 FT. 16 ELECTRICAL AND MECHANICAL COMPONENT'S TO 8!} CLIPS AT ALL PERIMETER JOIST TO GiF�ER
DESIGNED AND SPECIFIED BY OTHERS. a SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS CONNECTIONS.
8. ALL IED'By ONS AND GRADE CONDITIONS TO
TO BE AMC) FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED
VERIFIED BY CONTRACrORtSI PRIOR TO START OF fT- ALL STRUCTURAL STEEL TO 8E ASTM A3fi WITH ONE
CONSTRUCTION AND ORDEPJ 4G OF MATERIALS. THIS COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM ¢ (r-(r O.C. MK PROVIDE 2 SPACE FOR AIR 13. ALL PRE-ENG2 EERED LUMBER SHALL BE -GEORGIA
FOUNDATION HAS BEEN DESIGNED FOR A SOIL A-325 BOLTS. 3/4"DIAMETER CIRCULATION IN ROOFS, PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL
BEARING CAPACITY OF TWO 12) TSF AND GRADES PRODUCTS OR EQUAL. ALL JOISTS. GAMRS 'AND
& DOUBLE FRAMING AROUND ALL OPENINGS I sk is. HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1t3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND Y1i9R
THESE CONDITIONS ARE-MET_ ALL FILL BENEATH INSURANCE NECESSARY- TO PROTECT THE ENGINEER staff v eta VOR AS NOTED ON DRAWINGS. AS PER MANUFACTURERS RECOMMENOATKAS. - WEB
CONCRETE.SLABS TO BE COMPACTED TO 85% AND OWNER STIFFENED$ SHALL BE REQUIRED AT ALL-LOAD ANL
RELATIVE OENSITY. 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL BEARING POINTS AT A MIN LNVt A SINGLE 1 3/4'
19. DO NOT BACKFILL AGAINST FOUNDATION WALLS PARTITIONS OR AS NOTED ON DRAWINGS LVL RIM JOIST SHALL BE ,REQUIRED AT FLOOR
7_ ALL READERS 80 FT IN LENGTH AND OVER TO BE UNTIL FLOOR SYSTEM t4STALLATION IS COMPLETE. PERIMETERS.HANDLING. STORAGE. AND ERECTION OF
SUPPORTED BY DOUBLE UPRIGHTS. 90 FT AND OVER a ALL FLUSH WOOD CONNEC71ONS SHALL BE FASTENED COMPONENTS SHALL BE AS PER MANLIFACTURi_RS
BY TRIPLE UPRIGHTS.- ALL .HEADERS TO BE 20.. PROVIDE CARBON MONOXIDE ALAPMS ON EACH LEVEL WITH RATED GALVANIZED METAL CONNECTORS BY RECOMMENDATIONS.
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. AND IN BASEMENT ( IF APPLICABLE i POSITION NEAR TECO-,OR APPROVED EQUAL.
ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2-GIA. '
6.. PROVIDE FIRESTOPPING AT ALL LEVEL GALVANIZED MACHNE BOLTS Ob 12"O.0
. PENEMRATIONS 21_ SMOKE DETECTORS REQUIRED IN EACH-BEDROOM AND
9 PROVIDE FLASHING AT ALL ROOF BREAKS. ON EACH LEVEL OF DWELLING AS REQUIRED BY
CHIMNEYS.SKYLIGHTS. EXTERIOR DOORS. WINDOWS NEW YORK STATE BUILDING CODE-
AND DECKS ETC:. '22 ANY ALTERATION. REPAIR.ADDITION OR CONVERSION TO
IA DO'NOT SCALE DRAWINGS. _ AN EXISTING DWELLING REOUIRING A BUILDING PERMIT
NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE
Il DESIGN CONSULTANTS OR RECORD ARCHITECT- HOUSE BE WPGRADED WITH HARD WIRED &
ENGINEER ARE NOT RESPONSIBLE FOR THE INTERCON1 ECTED SMOKE ALARMS. -
INSPECTION. SUPERVISION: OR ADMINISTRATION OF
THS- CONSTRUCTION PROJECT. FEDERAL. STATE- 23. THE NYS CODES ALSO APPLY TO ACCESSORY
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE STRUCTURE DESIGN.
SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR 24. GARAGE DOORS TO SE RATED FOR 120 MPH.WIND LOAD
4 kE®ARc
DESIGN CRITERIA. - mac?oP��o IRA
GROUND SNOW LOAD - 4 S PSF. WEATHERING - SEVERE
FIRST LEVEL - 40 PSF_ L.L. FROST LINE DEPTH - 36" �t
LWING AREAS - 40 PSF. L.L. TEFUTE - MODERATE TO HEAVY
BEDROOMS - 30 PSF_L.L DECAY - SLIGHT
CA r
WIND-SPEED- - 120 MPH '9T 022396 yo�
SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT lEOUIRED - YES �OF
DESIGN[ CRITERIA:
WAMBACK RESIDENCE NO. DAM SUMMON:
DESIGN IN ACCORDANCE WITK AMERICAN FOREST PRODUCTS WOOD FRAME 3850 Camp Mineola Rid., 1 1/27/03 DESIGN DEV.
CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. Mattituck,NY 11952 2 4/t/03 SOUTHOLD DUB
nne STRUCTURAL NOTES
scAte NTS
DATE 04.302
• T2242
F2*d2a
2
Qf
SIMPSON LSTA - 20 GAGE
/—PA)GE STRAP - ALL ROOF RAFTERS
2 x 6 TIE QD EACH RAFTER
1N LIEU OF STRAP _
ICE SHIELD UNDERLAYMENT
�REr_vjn() - 24"FROM ED(SE
HURFiCANE CLP
/ TYPICAL.
ALTERNATE POSITION OF
�\ HURRICANE CLIP USE
\ SIMPSON H3
SUPSOM H2 HURRICANE MST37 METAL STRAP,
CLIP NAILED"FROM PROVIDE Sd COMd0 JACK POSTON w/ 4 - Bd NAILS 8048'
RAFTER TO STUD,= NAILS 0 4'O.G. AT
TYPICAL ALL RAFTERS EXTEROR EDGE OF ALL EACH END - TYP.
5 - 8d NAILS EACH,END SHEATHING_
APA RATED PLY WOOD TO
EXTENO TO TOP OF TOP �� 4 - 8d MAILS
PLATE. TYPICAL
MST37 METAL STRAP
I° JACK POST - "
MST27 @1 STUDS
w/ 4 - $d NAILS 048-O.0
EACH END - TYP.
PDO TBLE TOP—� PLYWOOD SHEATHING
TO OVER LAP BOX
2 x 6 0116' O.C. BEAM - TOP + BOTTOM.
SIMPSON.MST 27
STUDS I 1/2'WIDE - 20 GAGE
METAL STRAP 040'.00.
A.IAXMAUM.M.
4 - $d NAILS
TOP OF FOUNDATION
WRAP { NAIL STRAP
t 4 - 4d NAii.S i
AL
AROUND SILL PLATE `
AT ANCHOR BOLT
SIMPSON MST-7
AAE WIDE AP 048AOC. i '�11 �C•�EDA e Ci�r�
F,4
NAIL SHEATHING'TO SILL PLATE P �C'
9d NAILS 40 4' O.0 -A
REBAR
2 x 8 ML PLATE
ACO TREATED.
(P
�:.' �•. - ..,;;a�• - '9 2239
SEE FOUNDATION DWG. ";c ?` 3 Y:� :: %. }_, t� , i':, T y
w/ FENCER WASHEit
FOR DESKI Iv - :f''•`." ..f - ::;;'- F �N
W.
FN
SECTION - '
WAMBACK RESIDENCE NO. PAM SUBMiSS�O)b
ELEVATION
• 3850 Camp Mineola RKY.,_ 1 1/27/x3 DESIGN DEV.
Mattituak,NY 11952 2 4/t/03 SOUTHOLD DOB
HOLD DOWN SHEAF CONNECTION CRITICAL PATH
Tmr= STRUCTURALNOTES
SCALM NTS
DATE 04.30.02 -
DAVID. A -CHITECTURE-
�vrsr,e,xsrasx
czrzzae•m, LL
F2,zzu9402 J
' onwoeaFr,*ACL
Nailing Schedule
}— a d
t'
JointD?escri tion Numberof Nails Nail Spacing
P
Rafter to Top bate {Toe-nailed) 3-8d, per rafter
�-
Ceiling Joistto Top Plate (foe-Balled) I �gd pea join :t r _ 0
Ceiling Joist to Pana{le1 Ratter (Face nailed) 3-1 fid €Bch lap h i t t
Ceiling Joist Laps ov_crPartitions (Face-nailed) 4-16d each lap :i ti r
Collar T ieto Rafter (Facetnailod) '2-8d per tie
Blocking to itafkr(Toe-trailed) 2-8d each end _-_ -_1 i . .
Run Board to Rafter(End-nailed) 2-16d each-end m 1 ,� w i(}°< 6 300
_al
TopPlate to Top Plate (Face-nailed) 216d' per foot GABLE ROOFS I I!P ROOFS PROVIDE 8d COI,�AOIV NAILS 4 QC.
Top Plates ai Intersections (Fane-nailed) 4-16d joints-each side 0 4, loo AT HIGH PRESSURE ZONE -•6- O-C.
Studto Stud (Face-nailed) 246d24'Q a 1 O°< 13 < 30° AT ALL OTHER PM71ONS OF Roar-
Header
OOFheader to Header(Face-nailed) 16d 16"o.c.along edges a a a a TYPICAL.
Topor Bottom Plate to Stud (End-nailed) 2-16d per 2x4 stud b - ___�: IL
3-16d per 2x6 stud'
4-16d per 2x8 stud
Bottun Plate toPloor;oist,Bandjois;Eudloist orBlocidng (Face-n>filed) 2-16d12 perfoot
-
-
Joist to5iD,TopPlate or Girds (Toe-nailed) 4-8d per joist- —t- ,
-Bridgingtoloist (Toe-nailed) 2-8d each end PRdVIDE fid NAILS IP 4- OC. AT PERIMETER INTERIOR
Blocking to Joist(Tire nailed) 2-8d each end L._ 100< $ < 4e PORTIONS OF PANELS IN HIGH PRESSURE ZONES.
Blocking to Sill or Top Plate(Toe-nailed) 346d each block
Ledger Strip to Beam(Face-nailed) 3-16d each joist
Joist on LadgertoBeam(Toe-riaited) 3-8d per joist MOTE - = 4 1=T WALL CASES
BandJoist to7oist(Ertel-pled) 3-I6d per joist GABLE ROOFS
Joist to Sill or Top Plate(Toe•nailed) 2-16d' per foot
10°< El.< 4e
I z
Structural Panels 8d
Diagonal.Board Sheathing 2-8d per support
1"xti"or 1"x8" COMP®IMENT AIV® CLADDING PRESSURE ZONES
- _ - -
1"x10"or wider 3,8d per suppott
Gypsu n Wallboard 5d coolm 7"edge 110"field
Stmctural Panels 8d ��ED A/�c
Fibe&oard Panels
7/1ii' 6d 3"edge 16"field ��5OP�1\O IRA eF9s CIA-
25/32"
25/32"' 8d 3"edge 16"Geld (V �
Gypstnn Wallboaid 5d 000lers 7"edge/10"field r
Hardboard _ 8d
Partideboard Pends 8d N Ess
Diagonal Doeid Sheathing
1"x6"or 1"x&" 2 8d per support NN 022390
1"x10"or wider 3-8d per support fDF N��
Struexural Panels WAMBACK RESIDENCE NO. °ATEA suasttsaaore
1"ortess 8d 6"edge/12"field - 3850 Camp Mineola Rp., 1 1/27/03 DESIGN DEV.
greater than 1" 10d 6"edge 16'field Mattituck,NY 11952 2 4/t/03 SOUTHOLD DOB
Diagonal Board Sheathing,
1"x6"or 1'x3" 2-8d per support
1"x 10"or wider '3-8d. per support
_ TMrc STRUCTURAL NOTES
Nailing requirements ate based on wal l sheathing nailed 6"on�ter-at the panel edge.N v.-all sheathing is nailed 3"on-oenter at the panel edge S`�
NTS
�
to obtain bigher shear capacities,nailing regairemews for structural members shall be doubled,or alternate connectors.such as shear plated, °ATE' -
shalt be used to maintain the bad pcth. a ® �WEST1.,,,� „
When wall sheathing is wrriir�uous aver oontrecOcd utenibers,the tabulated number of nails shall be petrniaai to be reduced to 1-16d nazi perAVID T21 24 �" 118TR
foot. F2122A28107
- M�1cB0AO1sA0L.CpA
r "
------ -----
r-y---- ------►rte I I � � - '
t �
it
3/4"CDX PLYWOOD r r 3/4"CDX PLYWOOD
STEEL BRACKET, i i S71 EEL BRACKET,
TWO ON EACH SIDE\ i TWO ON EACH SIDE
e
*PLYWOOD SHUTTERS AND ALL REQUIRED —
HARDWARE TO BE STORED ON SITE
WINDOW PROTECTION DETAIL j DOOR PROTECTION DETAIL
WINDOWS --GLAZED OPENING -
PROTECTIVE PANELS TO BE PROVIDED FOR ALL ARTA' BY : RED A/�c
iRA
A - CLEAR SHIELD HURbaICANE *SECUNTY PANELS - 631 - 2$7 5000
OR ,
6 — QUICK GUARD STOMA PANELS. 631 — 267 5330
PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF L
ASTM E MW AND OF ASTM IBB& AS NOTED IN MYS RESIDENTIAL CODE. N�'9T x22396
F
OF N�`N
�ItA�fIBACK RESIDENCE NO. DAM SUBMISSION:
3850 Camp IlAineola Rd., 1 1/27N3 DESIGN DEV.
Mattituck,NY 11952 2 4/1/03 SOUTHOLD DOB
TRLE STRUCTURAL NOTES
suuE NTS
DATE 04.30.02
- . 3B W W71[Ri BT JSX
T21
28TR-4
2626i01
F212MN02
' p4V61fi°FitliHAtl_CAM
' ' r
EXTERIOR DOOR AND WINDOW TYPES INTERIOR DOOR TYPES
Lu
x \ 0 0
Lu
x .
TYPE A DOORS: Di,D2 TYPE B WINDOWS: W1,W2 TYPE E DOORS: D4,D5 TO BE TYPE F DOORS: D6
RELOCATED FROM KITCHEN
MARVIN WIFD9068 W/WOOD SCREEN MARVIN WUDH2424 NEW INTERIOR GLAZED
DOORS R.O.-2'-6 3/8"X 4'9 1/2" INTERIOR DOOR TO MATCH EX'G DOOR W/DIVIDED LIGHTS AS
R.O.-6'-10 1/2"X 9'-0 3/16" TYP.EXACTLY-HARDWARE TO SHOWN
SIMILAR OPPOSITE-SEE ELEVATIONS BE SALVAGED FROM EX'G OR
NEW TO MATCH EX'G-TO BE
PAINTED
- - - - ---- ---
ilm HARDWARE NOTES
-- - - ---- -- -NEW HARDWARE TO MATCH EXISTING,FINISHES TO MATCH,
STRIP LAQUER FROM ALL NEW HARDWARE.
:•:;ro -VERIFY DOOR SIZES W/EXISTING PRIOR TO ORDER
..`i -ALL NEW DOORS TO BE DELIVERED SHOP PRIMED
TYPE C WINDOWS: W3 \ -ALL EXISTING CLEAR WOOD FINISHED DOORS TO REMAIN.
n ' 3-MARVIN WUDH2624 MULLED \ DO NOT PAINT.
•I TOGETHER IN SINGLE FRAME LIL
4 ' ; R.O.- 7'-11 1/8 X 4'-9 1/2"
,t ' INTERMEDIATE MULLION DIMENSIONS TO
' MATCH EXISTING GANGED WINDOW
DIMENSION. G.C.TO MEASURE EXISTING TYPED DOORS: D3
G FRONT DOOR
ON SITE&PROVIDE MANUF.SHOP TOIBEINREUSED N NEW
DRAWING PRIOR TO ORDER. FRAME
-- -- - ------------- � ED A&C,
WINDOW AND DOOR NOTES \c� p��pIRAeF9
-SEE STORM COVER DTL.PER CODE REQ.
EXACTTERIOR AND EXTERIOR TRIM DETAILS TO MATCH EXISTING t` i
�s
-WINDOW HEAD&SILL HEIGHTS TO MATCH EXISTING EXACTLY. N L
-REAL DIVIDED LIGHTS W/"ENERGY PANEL'TYPICAL. 22396 yO�
1 WEST ELEVATION -VERIFY FRAME THICKNESS DETAIL PRIOR TO ORDER. OF NE`s
-ALL EXTERIOR DOORS&WINDOWS TO HAVE WOOD SCREENS
AND SCREEN DOORS.
WAMRACK RESIDENCE NO. DATE SUBMISSION:
3850 Camp Mineola Rd., 1 1/27/03 DESIGN DEV.
Mattituck,NY 11852 2 411/03 SOUTHOLD DOB
Tm= WEST ELEVATION
SCALE 1/4"=V-0"
DATE 04.3002
a WEPT wi"U45N
. . ARCHITECTURE New�moo,t Z A6
T2f22 MOI 3
F2 22Q8402 R11Q"
dRYJBPAC41&Ad CQd
' T '
I
NEW ASPHALT ROOF SHINGLES-TYP.@ EX'G AND NEW
STUCCOED BLOCK CHIMNEY
11 U .,
.M1
Q 1x1 BALL RADE @ 3"O.C.ALL TRIM
Lf TO BE PAWED
i
Lil
II-
f �
f i CEDAR SHIN LES TO MATCH EX'G
EDE
E, I �l
_i
AS S
CE
W/WIRE, H BEHINDLGALVAO D)
D2 LOCATION OF DOWNSPO
SOUTH ELEVATION CONTINUOUS HALF OUN
TO
1 GUTTERS. GUTTERS TO B ALL
7@ 1 ST FLOOR ONLY. '
1 NEW WOOD STEPS-PAINT
S
DECKINGANY TREADS TO 022396 yQ�
OF idE`N
EXISTING CONSTRUCTION ! NEW CONSTRUCTION
' WAMBACK RESIDENCE 1
3850 Camp Mineola Rd., 1 1�t7103 DESIGN DEV.
McMit l NY 11962 2 411/03 SOUT LD OB
Tirane SOUTH ELEVATION
ScAla
DATE: 04.30.02
. . . ARCHITECTURE
NEWYORKRYMNENE87N9)I8ri A5
T0224284S1 ;
F2,22A284b2
SON 242Nb2PR 00.1
t
I
f
104 BEDROOM_
(------- -------------- ------1 ELECTRICAL NOTES
I I —LIGHTING FISTURES BY OWNER TO BE
EH
INSTALLED BY G.C.ALL SWITCHES TO BE
I w,d ---- 00 o I
11051 KITCHEN I
I �� UP I
0 1`11 s<
106 BATHROOM - @SD
r: N, NEW HEADER
REMOVE EXISTING -2 @ 2 x`2 W/1/2 x 11 STEEL PLATE
' DOOR AND RELOCATE:TO o W13/8"MACHINE BOLTS@ 16"O.C.
ENTRANCE CLOSET& GLASS PANEL 2'-8" 312" STAGGER TOP AND BOTTOM
D6D6 DOOR I INSTALL HANG ROD AND SHELF
I@ 68"AFF FIXED WOOD SHELF @
I o yV CHROME:ROD
EXISTING FRONT DOOR TO BE
REMOVED AND RELOCATED TO
NEW FRONT DOOR LOCATION D3
D5 ,>.
I .r.
� 111 CLOSET
I i I 3 A7>1 110 CLOSET
%Iill I,'/ 3@2x10
11071 MUD ROOM EXISTING FLOG JOISTS NEW 8'-0" CAST IRON
BASEBOARD RADIATOR W/GRILL
II ASSUMED DIR CTION " ! I COVER iN WOOD STORAGE A3
g � ------
._._. CABINET.TWO FLIP UP ACCESS a
108 DINING ROOM ( `° Ifl // DOORS ON BENCH SEAT.
A
'I.
BUILT IN BENCH,SEE DETAIL
I I � I
11091 BEDROOM 2 ii II I� n 103 FOYER
I II II PILASTI_RS \
I..I EXISTING WINDOWS TO REMAIN
NEW TX 2'UPRIGHT CAST '-0" EO I HIGH,ANCH / INSTALL NEW DOOR FRAME TO ACCOMODATE
IRON RADIATOR / RELOCATION OF EXISTING FRONT DOOR
I2@2x12W_11/2-_1
+21"" STEEL, SA1 +21/2
EXISTING CONSTRUCTIONEXISTING CONSTRUCTIONI
_
^-^NEW CONSTRUCTION "-- _D1
DOUBLE RAFTERS @ CHIMNEY
CRICKET ON BACK OF CHIMNEY
2"x 8"PLATE SET ON LOWER ROO
.EXPOSED RAFTERS ON INSIDE
------------------------------------------------------------------------------ ---------------------------------------------------I �\\
47 2xiOloists
_ - - - - r
I
III I I
I�III
\�\ � ' / � � ----- o --- `I I f III I I l�� I I I I`'•11,� �.----
1 1 ��. 1 ; 1 ; ; ; /•' ' N i t III I I I I I I I?
I 1
i -
\ ; 1 I x 10 olsts 2 x 10 joists
LL
\ \ \ EXI$ IN CONSTRUCTION
1 1 1 ' i ' ,• , + I '
I
LINE OF FRAMING
BELOW SEE TIE-DOWN
AND STRUCTURAL
EAVE DETAIL TO NOTES ATTACHED
MATCH EXISTING
ROOF FRAMING PLAN
1
1 1 1
PROVIDE#5 REBAR DOWELS @ 8"O.C.
FULL HEIGHT OF WALL-24"LONG,6"
EMBEDDED INTO EXISTING FOUNDATION.
i 3f�lf '
IN.
GROUT SOLID.
_ '
EXISTING CONSTRUCTION
EXISTING CONSTRUCTION
---------------------
lz- --, - ,----------------- ----, --------------- --------------------'---- ALIGN
NEW CONSTRUCTION NEW CONSTRUCTION
' ;! I I ! ! i i I i; i;
1 1
441--------------.---._._--.
I{I _ _ _ _ _ _ _ . I
ENLARGE EXISTING ...... _ — ,I I I I , , CONTINUOUS RAT SLAB
OPENING FOR
�� PRESSURE TREATED Im I
, , y
ACCESS 2 x 10 @ 16 o:g, _ _ _ i I w
.111_--._.- . _ ,i I I I� I � I I I I, r, o A � Q
1y
SET STEPS ON 6 x 6 III —� 'I I i I 1
x 4 I I I I a l 0 I I I 9 N
PRESSURE TREATED TIE ......— — — — —.—•— — — �- '
•1tl ;I I i IN �" I I
16"x 16"8"BLOCK PIER ON7,
24"x 24"x 12"DEEP FOOTING — ......— —— ......
1
--i-I-(- - - - - - - - -- - -._.�.
1
N to LOOSE GRAVEL BASE
UNDER PORCH OVER 1 __
POLY.VAPOUR BARRIER ' — —�— —' —'— — — _ —
I
411------- - - - - - - - - - I4a � ----
16"x ie"P'-DESTAL \��� 10"SONATUBE FOOTINGS @ STAIRS -TYP.
� \
SET ON FC) TING
�I M WIN WS WIN OWS \� CONTINUOUS REINFORCED 8"CMU WALL ON
3 @ 2 x 10 {�RESSUR 12"X 24"REINFORCED CONCRETE FOOTING
TREATED iGIRDER 0 36"BELOW GRADE
III III I TIE INTO EXISTING CURTAIN DRAIN
•1.1.1_._.._.-.-.-.._._.-.._--•---- •�, i ?,ED A
1 i
cl
1
i Tk
9� 022300 yO�
SCF NES
EQ. EQ. EQ. EQ,
i
i
WAMBACK RESIDENCE NO. DAMsua1r11sswre
Mattituck,NY 1 1/30/03 DESIGN DEV.
2 4/1/03 SOUTHOLD DOB
j FOUNDATION PLAN
va•=r-o•
„TL6 FOUNDATION/FRAMING PLAN
scue 114•=,'•0-
NDATE 04.30.0 '
2srvrESTuwsrr„ol z Ld
i212242&fQ 4
M:YNLMlYgKt.(X1,1