HomeMy WebLinkAbout29262-Z FORM PTO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-30885 Date: 04/28/05
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 4650 OLE JULE LA MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 122 Block 4 Lot 34
Subdivision Filed Map No. Lot NO.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 11, 2003 pursuant to which
Building Permit No. 29262-Z dated APRIL 4, 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 SINGLE FAMILY DWELLING WITH ROOF OVER FRONT PORCH, TWO CAR GARAGE &
REAR WOOD DECK AS APPLIED FOR.
The certificate is issued to ROBERT KRUDOP
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0231 04/19/05
ELECTRICAL CERTIFICATE NO_ 1170580 04/07/05
PLUMBERS CERTIFICATION DATED 04/26/05 ROBERT KRUDOP
Authorized Signature
Rev. 1/81
Form No.6 " 1 , ' 01-I c!- - t
TOX'I'N OF SOUTHOLD k*N t�5
BUILDING DEPARTMENTr L t- ( 15 i
TOWN HALL
765-1802 , R 2 6 2005 V
APPLICATION FOR CERTIFICATE OF OCCUPANCI�i� J
This application must be tilled in by typewriter or ink and submitted to theBuilding Depart tteitti�2tflRlocfnTiti�g
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.
d. 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:
L 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
L Certificate of Occupancy- New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
a. 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) pn
Location of Property: y(6,C7 O S }p In '' IG♦{t 4ty )�
House No. Street Hamlet
Owner or Owners of Property: c1i
Suffolk County Tax Map No 1000, Section /ZZ Block of Lot 3�
Subdivision Filed Map. Lot:
Permit No. 2 2 Gz -R Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: ✓ (check one)
Fee Submitted: $
Applicant Srignature
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5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 5
c7 CERTIFIES THAT
�5 Upon the application of upon premises owned by
5 ROBERT KRUDOP ROBERT KRUDOP 5
5 PO BOX 1042 PO. BOX 1042 5
C5 MATTITUCK, NY 11952 MATTITUCK, NY 11952 �5
Located at 4650 OLE JULE LANE MATTITUCK, NY 11952 5
5 Application Number: 1170580 Certificate Number: 1170580 5
5
e5 Section: 122 Block: 04 Lot: 34 Building Permit: BDC: NS11
5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5
electrical devices and wiring, described below, located in/on the premises at: 55
5 Basement, First Floor,Second Floor,Attached Garage,Outside,Attic, D
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, De9frtment of State Coe20 forcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance theP4cevriiIh o he Day of
5 Name QTY Rate Ratine Circuit Type C5,
5 Alarm and Emergency Equipment 5
5 Sensor 2 0 Carbon Monoxide
Sensor I1 0 Smoke 5
5 Appliances and Accessories
Exhaust Fan 3 0 F.H.P. 5
5 5 Dish Washer I 0 1.2 KW 5
Hydro Massage Tub, Residential l 0 5
5 Oven 2 0 6.2 KW 5
Cj Cooking Deck 1 0 9.0 KW 5
Furnace 1 0 Oil 5
Air Conditioner 2 0 40.000 BTU
55
5 Panels LTJ
5 1 100 12 5
Wiring and Devices 5
5 Outlet 90 0 Fixture 5
5 Fixture 90 0 Incandescent 5
5 Outlet 118 0 General Purpose seal 5
Receptacle 83 0 General Purpose 5
5
Continued on Next Page I of 2
5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. IM
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5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5
NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 BUREAU OF ELECTRICITY 5
5 40 FULTON STREET — NEW YORK, NY 10038 5
CERTIFIES THAT 5
C1 Upon the application of upon premises owned by
ROBERT KRUDOP ROBERT KRUDOPPO 5
X 1042 PO. BOX 1042
MATO UCK, NY 11952 MATTIITUCK, NY 11952 e�
5 Located at 4650 OLE JULE LANE MATTITUCK, NY 11952 5
5 Application Number: 1170580 Certificate Number: 1170580
Section: 122 Block: 04 Lot: 34 Building Permit: BDC: NS11 �5
f55 Described as a Residential occupancy, wherein the premises electrical system consisting of 5
, electrical devices and wiring, described below, located in/on the premises at: 55
5 Basement,First Floor, Second Floor, Attached Garage, Outside,Attic, ,]
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, De q rtment of State Co Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be (compliance the lh RHS he Day of
5 Name OTY Rate Ratine Circuit Type 5
5 Switch 67 0 General Purpose �5
5 Receptacle 1 0 30 amp Dryer 5
5 Receptacle 1 0 20 amp Laundry 5
5 Paddle Fan 4 0 5
Dimmers 2 0
5 Heat, Light, Vent 2 0 5
55 Disconnect 2 0 60 amp Air Conditioner 5
Receptacle 1 0 50 amp Special L5J
5 Receptacle 15 0 GFCI 5
Service
5 I Phase 3W Service Rating 200 Amperes
5 Service Disconnect l 200 cb �5
5 meters: I 5
5 5
sea,'
rN5
5 2 of 2 5
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
50 5
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o�gOFF014-
00 i
Town Hall,53095 Main RoadOy �� Fax(631) 765-9502
P.O. Box 1179 �Ol � Telephone(631)765-1802
Southold, New York 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: Y Z
Building Permit No. -z
Owner: c �a�P
(Please print)
Plumber.
(Please pri t)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
A?zJ-
(Plu be ignature)
Sworn to before me this a(
day of 424!r 20 OS
Notary Public, County
LINDA J COOPER
NOTARY PUBLIC.State of New York
NO.01004822583,Su"Co
Term Expires December 31.aT 6
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. 29262 Z Date APRIL 4 , 2003
Permission is hereby granted to :
WARREN W ULMET (KRUDOP)
4600 OLE JULE LANE
MATTITUCK,NY 11952
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER
NYS DEC AND SOUTHOLD TOWN TRUSTEES
at premises located at 4650 OLE JULE LA MATTITUCK
County Tax Map No. 473889 Section 122 Block 0004 Lot No. 034
pursuant to application dated MARCH 11, 2003 and approved by the
Building Inspector to expire on OCTOBER 4 , 2004 .
Fee $ 960 . 90
i
Au t ori ed ignature
ORIGINAL
Rev. 5/8/02
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
N
DATE INSPECTOR '
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [-j--ROUGH PLBG.
[ ] NDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR /�'�
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] F DATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
t
REMARKS: _
te4r7-7L
t
�r ..c
DATE :U INSPECTOR_ ...
M-lW2
BUILDING DEPT.
INSPECTION
\\ [ ] FOUNDATION IST [ ) ROUGH PLBG.
[ ] FO NDATION 2ND [ ] INSULATION
5p� [ FRAMING [ ] FINAL
FIREPLACE A CHIMNEY
REMARKS:
DATE d�O [63 INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] F NDATION IST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY /
REMARKS: �1
DATE 3 INSPECTOR
M-1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACES CHIMNEY
REMARKS: _O
Y
DATE INSPECTOR
�--
CHARLES M . THOMAS , R . A .
PO Box B77 ) 4
JAMESPORT, NY 1 1 947 ! � �
(63 7 ) 727-7993 �, i�! R 5 "iliy
February 18, 2005
Town of Southold
Building Dept.
PO Box 1179
Southold, NY 11971
Re: Krudop Residence
4650 Ole Jule Lane, Mattituck
Town of Southold
Dear Building Department,
This letter is to certify that I have inspected the above referenced property and have
found that insulation, plumbing straps, and fire stops were all installed properly, and
meet all New York State Building Codes. Please call the office at (631) 727-7993 with
any questions or concerns you may have. Thank you.
f-�
Very r
CHA
r
OgOFFOIAC
Albert J. Krupski, President �� Q Town Hall
James King, Vice-President =� G'y� 53095 Route 25
Artie Foster O P.O. Box 1179
C4 Southold, New York 11971-0959
Ken Poliwoda v% '
Peggy A. Dickerson A aTelephone(631) 765-1892
1 Fax (631) 765-1366
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
TO: Building Dept.
FROM: Board of Trustees
DATE: February 14, 2005
RE: ROBERT KRUDOP
4650 OLE JULE LANE, MATTITUCK
SCTM#122-4-34
With regard to the above-referenced property, an inspection was made and it was
determined the single-family dwelling and garage were constructed in compliance with
Wetland Permit#5619.
Please be advised that the hay bale line must be re-established prior to construction of the
in-ground swimming pool.
If you have any questions, please do not hesitate to contact us.
FED 1 A 2jS
i
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
DEC PERMIT NUMBER EFFECTIVE DATE
1-4738-03142/00001 0 February 28 2003
FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S)
February 28, 2008
Under the Environmental
Conservation Law
TYPE OF PERMIT IN New ❑Renewal ❑Modification ❑Permit to Construct ❑Permit to Operate
i
❑ Article 15,Title 5: Protection of ❑ 6NYCRR 608:Water Quality ❑ Article 27, Title 7; 6NYCRR
Waters Certification 360:Solid Waste Management
❑ Article 15,Title 15:Water ❑ Article 17, Titles 7,8:SPDES ❑ Article 27, Title 9;6NYCRR
Supply 373: Hazardous Waste Management
❑ Article 19:Air Pollution
❑ Article 15,Title 15:Water Control ❑ Article 34: Coastal Erosion
Transport Management
❑ Article 23,Title 27: Mined Land
❑ Article 15,Title 15: Long Reclamation ❑ Article 36: Floodplain
Island Wells Management
❑ Article 24: Freshwater Wetlands
❑ Article 15,Title 27:Wild, ❑ Articles 1, 3, 17, 19,27, 37;
Scenic and Recreational Rivers ® Article 25:Tidal Wetlands 6NYCRR 380: Radiation Control
PERMIT ISSUED TO TELEPHONE NUMBER
Robert Henry Krudop (631)298-6536
ADDRESS OF PERMITTEE
P.O. Box 1042, Mattituck, NY 11952
CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER
Robert Henry Krudop 631)298-6536
NAME AND ADDRESS OF PROJECT/FACILITY
Krudop Property, 4650 Ole Jule Lane. SCTM#1000-122-04-34
LOCATION OF PROJECT/FACILITY
Mattituck
COUNTY TOWN WATERCOURSE NYTM COORDINATES
Suffolk Southold James Creek E 707.8, N 4540.2
Construct a two-story single family dwelling with porch,decking,garage, driveway, septic system and swimming pool as shown on
the attached survey/plans prepared by Joseph A. Ingegno on July 19,2002 and last revised 11/26/2002, and NYSDEC approved
on February28. 2003 . The portion of the property landward of the 10 foot elevation contour as shown on the NYSDEC-
approved survey/plans is beyond the jurisdiction of the Article 25 Tidal Wetlands Land Use Regulations.
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the
ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as
part of this permit.
PERMIT ADMINISTRATOR: ADDRESS
John Pavacic Bldg. #40, SUNY, Ston,; Brook, NY 11790-2356
AUTHORIZED SIGNATURE— q , / DATE
G✓ (� z ` Page 1 of 4
February 28, 2003
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
SPECIAL CONDITIONS
1. During construction, concrete or leachate shall not escape or be discharged, nor shall washings from transit mix
trucks, mixers, or other devices enter tidal wetlands and or protected buffer areas.
2.Any debris or excess material from construction of this project shall be completely removed from the adjacent area
(upland) and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands and or
protected buffer areas.
3. All areas of soil disturbance resulting from this project shall be stabilized immediately following project completion
or prior to permit expiration, whichever comes first. The approved methodologies are as follows:
a. Stabilization of the entire disturbed area with appropriate vegetation (grasses etc.).
4.The storage of construction equipment and materials shall be confined to within the project work site and or upland
areas greater than 75 linear feet from the tidal wetland boundary.
5.A row of staked hay bales or approvable erosion control devices shall be placed as shown on the approved plans)
prior to the commencement of regulated activities and shall remain in place until the project is completed and all
disturbed areas are stabilized with vegetation.
6. To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall
be no disturbance to the natural vegetation or topography within an area extending 50 Linear feet landward of the
tidal wetland boundary.
7. Dry wells for pool filter backwash shall be located a minimum of 75 feet landward of the tidal wetland boundary.
8.There shall be no draining of swimming pool water directly or indirectly into tidal wetlands or protected buffer areas.
9. The permittee shall incorporate the following language as a notice covenant to the deed:
"Regulated tidal wetlands associated with James Creek are located at 4650 Ole Jule Lane,County Tax Map
Number; District 1000, Section 122 , Block 4, Lot 34 , otherwise known as the properties of
Robert H.Krudop and his heirs,assigns or successors. This property is subject to the provisions of the New
York State Environmental Conservation Law(ECL)Article 25 or its successor, and the conduct of regulated
activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State
Department of Environmental Conservation(NYSDEC)or its successor. Regulated activities include,but are
not limited to the erection of any structure(s),excavation,dredging,grading and filling,clearing of vegetation,
and application of chemicals."
This deed covenant shall be recorded with the Clerk of Suffolk County within 90 days of the issuance of this permit.
A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit,
shall be sent within 180 days of the issuance of this permit to: NYSDEC, Manager of Office of Marine Habitat
Protection, Building#40 SUNY, Stony Brook, New York 11790-2356
DEC PERMIT NUMBER PAGE 2 OF4
1-4738-03142/00001
95-20-1 (&8-0-9d
New York State
Department of Environmental Conservation
IowaNOTICE
v
The Department of Environmental Conservation (DEC) has issued
permit(s) pursuant to the Environmental Conservation Law
for work being conducted at this site. For further information
regarding the nature and extent of work approved and any
Departmental conditions on it, contact the Regional Permit
Administrator listed below. Please refer to the permit number
shown when contacting the DEC.
Regional Permit Administrator
Permit Number ;w V q C
Expiration Date
NOTE: This notice is NOT a permit
SOUTHOLD R S
T U TEES
No. Soto IA?
Issued To Aottliatf AzDAR Date !?A;6a
Address -
NY*
THIS NOTICE MUST BE DISPLAYED DURING CONSTRUCTION
TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD
SOUTHOLD, N.Y. 11971
TEL.: 765-1892
TICOR TITLE INSURANCE COMPANY
"SEE KEY CONTACT SHEET ATTACHED FOR ADDRESS/PHONE"
1
VARIANCE SEARCH
TITLE NO. : 1203-95001 ` 4 LUthl
COUNTY OF SUFFOLK }
-J
STATE OF NEW YORK }SS
THIS IS TO CERTIFY THAT WARREN W. ULMET IS THE OWNER(S) OF RECORD OF
PROPERTY KNOWN AND DESIGNATED AS DISTRICT 1000 SECTION 122 .00 BLOCK 04.00 LOT
034.000
THAT HE ACQUIRED TITLE THERETO BY DEED DATED 4/8/91 RECORDED IN LIBER
11270 CP 386 ON 5/30/91; THAT WE HAVE MADE A SEARCH OF THE RECORDS OF THE SUFFOLK
COUNTY CLERK AND/OR REGISTRAR'S OFFICE, AND THAT SAID SEARCH SHOWS THAT NEITHER
THE SAID OWNER NOR ANY PREDECESSOR IN TITLE OF THE SAID PREMISES OWNED CONTIGUOUS
PROPERTY AT ANY TIME SINCE 4/18/54 EXCEPT AS FOLLOWS:
PREMISES ON NORTH PREMISES ON SOUTH
THAT THE APPLICANT HEREIN DOES NOT OWN ANY CONTIGUOUS PROPERTY EXCEPT AS
FOLLOWS:
NONE
THIS CERTIFICATION IS MADE WITH THE INTENTION OF THE RELIANCE THEREON BY
THE BOARD OF APPEALS AND/OR BUILDING DEPARTMENT OF THE TOWN OF SOUTHOLD.
THE LIMIT OF LIABILTY UNDER THIS CERTIFICATE, FOR ANY REASON WHATSOEVER,
WHETHER BASED ON CONTRACT OR NEGLIGENCE, SHALL NOT EXCEED $1,000.00, AND SHALL BE
CONFINED TO THE APPLICANT TO WHOM THIS CERTIFICATE IS ADDRESSED, OR THE COUNTY OF
SUFFOLK.
TICOR TITLE INSURANCE COMPANY
BY
LEXA2 RA A. BOSSUNG
(631) 284-2462
SWORN TO BEFORE ME THIS
11TH DAY OFFEBRUARY , 2003.
NOTARY PUBLIC, SUFFOLKCOUNTY, N.Y.
VAHSHTG
ao03
VARIANCE SEARCH (Continued)
TITLE NO. : 1203-95001
SUBJECT PREMISES: DIST. 1000 SEC. 122 .00 BLOCK 04 .00 LOT 034 .000
DEED
LESLIE R. BERMINGHAM
TO
JULIUS ZEBROSKI
DATED: 1/24/44
RECORDED: 1/25/44
LIBER 2338 PAGE 444
DEED
JULIUS ZEBROSKI
TO
JOHN SCHILLER JR. AND
LILLIAN S. SCHILLER, HIS WIFE, AS TENANTS BY THE ENTIRETY
DATED: 8/19/55
RECORDED: 8/25/55
LIBER 3958 PAGE 86
DEED
JOHN SCHILLER JR. AND
LILLIAN S. SCHILLER, HIS WIFE
TO
WARREN ULMET
DATED: 12/20/57
RECORDED: 12/30/57
LIBER 4410 PAGE 79
DEED
WARREN ULMET
TO
JOHN DEMPSEY
DATED: 1/24/86
RECORDED: 1/31/86
LIBER 9970 PAGE 145
DEED
JOHN DEMPSEY
TO
ROBERT DAVIS,
GERALDINE DAVIS, HIS WIFE,
ALAN RIBARICH AND
KATHLEEN RIBARICH, HIS WIFE AND
RICHARD MILLER
DATED: 3/6/87
RECORDED: 7/1/87
LIBER 10355 PAGE 205
VA ONT
- CONTINUED - 2
VARIANCE SEARCH (Continued)
TITLE NO. : 1203-95001
DEED
ROBERT DAVIS,
GERALDINE DAVIS, HIS WIFE,
ALAN RIBARICH,
KATHLEEN RIBARCIH, HIS WIFE AND
RICHARD MILLER
TO
WARREN W. ULMET
DATED: 4/8/91
RECORDED: 5/30/91
LIBER 11270 PAGE 386
LAST OWNER OF RECORD
P/0 PREMISES ON NORTH: DIST. 1000 SEC. 122.00 BLOCK 04.00 LOT 035.000
DEED
LESLIE R. BERMINGHAM
TO
JULIUS ZEBROSKI
DATED: 1/24/44
RECORDED: 1/25/44
LIBER 2338 PAGE 444
DEED
JULIUS ZEBROSKI
TO
STANLEY A. STARON AND
HELEN K. STARON, HIS WIFE
DATED: 6/22/64
RECORDED: 6/26/64
LIBER 5565 PAGE 528
DEED
STANLEY STARON AND
HELEN STARON, HIS WIFE A/K/A STANLEY A. STANTON AND HELEN K. STANTON
TO
OTTO F. BOOKMILLER AND
HELEN M. BOOKMILLER, HIS WIFE
DATED: 8/12/69
RECORDED: 8/20/69
LIBER 6608 PAGE 79
VAFCOM 3
- CONTINUED -
VARIANCE SEARCH (Continued)
TITLE NO. : 1203-95001
DEED
OTTO F. BOOKMILLER AND
HELEN M. BOOKMILLER
TO
ALBERT BRISOTTI AND
DIANE BRISOTTI, HIS WIFE
DATED: 8/15/85
RECORDED: 9/12/85
LIBER 9872 PAGE 146
LAST OWNER OF RECORD
P/O PREMISES ON NORTH: DIST. 1000 SEC. 122 .00 BLOCK 04.00 LOT 041.000
DEED
LESLIE R. BERMINGHAM
TO
JULIUS ZEBROSKI
DATED: 1/24/44
RECORDED: 1/25/44
LIBER 2338 PAGE 444
DEED
JULIUS ZEBROSKI
TO
VINCENT J. ACUNTO AND
CATHERINE ACUNTO, HIS WIFE
DATED: 9/8/65
RECORDED: 9/16/65
LIBER 5822 PAGE 446
DEED
VINCENT J. ACUNTO AND
CATHERINE ACUNTO, HIS WIFE
TO
ROBERT A. GRAEB AND
PHYLLIS A. GRAEB, HIS WIFE
DATED: 5/30/68
RECORDED: 6/13/68
LIBER 6363 PAGE 343
VAR 4
- CONTINUED -
VARIANCE SEARCH (Continued)
TITLE NO. : 1203-95001
DEED
ROBERT A. GRAEB AND
PHYLLIS A. GRAEB, HIS WIFE
TO
VICTOR NESSLER
DATED: 4/27/89
RECORDED: 5/15/89
LIBER 10856 PAGE 226
DEED
AUGUSTA NESSLER, AS EXEC. OF THE LAST WILL AND TESTAMENT OF VICTOR NESSLER,
DECEASED
TO
PETER KENNY AND
PHYLLIS KENNEY, HIS WIFE
DATED: 4/29/97
RECORDED: 5/13/97
LIBER 11830 PAGE 193
LAST OWNER OF RECORD
PREMISES ON EAST:
JAMES CREEK
PREMISES ON SOUTH: DIST. 1000 SEC. 122 .00 BLOCK 04.00 LOT 033 .000
DEED
LESLIE R. BERMINGHAM
TO
JULIUS ZEBROSKI
DATED: 1/24/44
RECORDED: 1/25/44
LIBER 2338 PAGE 444
DEED
JULIS ZEBROSKI
TO
WARREN F. ULMET AND
MARIA ULMET, HIS WIFE, AS TENANTS BY THE ENTIRETY
DATED: 4/20/57
RECORDED: 5/6/57
LIBER 4296 PAGE 121
VA CONT - CONTINUED - 5
VARIANCE SEARCH (Continued)
TITLE NO. : 1203-95001
DEED
WARREN F. ULMET AND
MARIA ULMET, HIS WIFE
TO
MARIA L. ULMET
DATED: 3/2/92
RECORDED: 3/23/92
LIBER 11438 PAGE 53
LAST OWNER OF RECORD
PREMISES ON WEST:
OLEJULE LANE
VARC W 6
- CONTINUED -
_ _h TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET G , VILLAGE DIST. SUB. LOT
4&-*ke,
FORMER OW ER �i o�5, N E �t ACR.
Li J t Ze �rUsK/• - S w U l eh e W /e TYPE OF BUILDING
v J�9 n e
RES. J/ / SEAS. VL. 9 FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
a 7d o Z _ 44Ic� -Z� ro:7kl _rte LSIH A
766 D 6 /-�/Afit'
0 h b O
I v dor* -kv -
�!
(. ✓ri(�4�. CC Kd50 rnor�
AGE BUILDING CONDITION
NEW NORMAL BELOW ABOVE
FARM Acre Value Per Value
Acre
Tillable 1 /yap
Tillable 2 . n '
10
Tillable 3
Woodland
Swampland FRONTAGE ON WATER /s�f
Brushland FRONTAGE ON ROADS
House Plot DEPTH ��
(BULKHEAD
Total DOCK
— pom �ll;jpjpqFOUNDATION(18T)
-
�i -�! IL/w.r�i
FOUNDATION(2ND)
moo, _ _ ��+wow_._-����
�ILi!l�il�/J�✓/�1�
INSULATTON PER
STATE ENERGY . ,
�NEW.W-W- - 1 _ ..�f�/,f J•
---- --------------------- ----- --
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i;
•
TOWN OF SOUTHOLD BUILDING PERMIT APPLICA"CION CHECKLIST
BUILDING DEPARTMENT R ! ��� Do you have or need the following,before applying'.'
TOWN HALL Board of Health__
SOUTHOLD, NY 11971 . 3 sew of Building Plans_
TEL: (631) 765-1802 L_, Planning Board approval_
FAX: (631) 765-9502 r - Survey_ ___
«icw. northfork.net/Southold/ PERMIT NOCheck____
Septic Form_ __
N.Y.S.D.E.C._
Trustees__ _
Examined , - -3 Contact:
49
Approved_a_ G Mail to:
Disapproved c ✓ /� /� �>
C Phone:_
Expiration c' ,'0
t SI)26t9r-- ---------------- -.
APPLICATION FOR BUILDING PERMIT
Date " , 20 03
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
, b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building pemrit 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 regul• ions, and to admit
authorized inspectors on premises and in building for necessary inspections.
A
(Signature of app scant or name, if a corporation)
fb 6�� Ie4Z YL-ti,+-Jr- Nt 1KS Z
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises bj �� f
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
Lk.stJ
House Number Street Hamlet
County Tax Map No. 1000 Section /22- Block o4 Lot 34
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 ✓ Addition Alteration_
Repair Removal DemolitionOther Work
i� (Description)
4. Estimated Cost ZC y G U G Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units_3 Number of dwelling units on each floor i- It¢- zc Z" )
If garage, number of cars Z-
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 49W Rear Depth
Height Number of Stories <�
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Szl - + Depth
Height Z'7 Number of Stories z
r
r
9. Size of lot: Front Rear 120 Depth
10. Date of Purchase 6'ub yf^ "`6 f0 , r Name of Former Owner asr� . 171
S9' r
11. Zone or use district in which premises are situated ,tf„AB \�
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__NO
13. Will lot be re-graded? YES_NO /Will excess fill be removed from premises? YES r/NO,.,�
14. Names of Owner of premises Ll . , u\ k Address Ham' yea L fit' rA2hone No. f'' 0`f$-T4 I
Name of Architect C1u a _Address pn 4,,.8n �.=e W 'one No`" 727-7 qri3
��NameofCet�tne t y Addressm-*kkk^ iiarzPhone No.-"-zQs-153(0
carr. se �r-s3�
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES-,LNO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
In. Is this property within 300 feet of a tidal wetland? * YES NO__
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEVI'YORK) tvt�
SS: a�,lv3l- Z�`5- �s3ro
COUNTY OFF V ) n
1 I being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named
i
(S)He is the we_ , , � cj- _
(Contractor, Agent, orporate 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.
Swo to before me this
_ daof 20� 7 //
d otary Public ignatureJ Appli t
LYNDA M. BOHN
NOTARY PUBLIC, State of New York
No.of B06020932
Qualified in Suffolk County_
Term Expires March 8, 20 Q1
0VO4/2003 10:19 6317278033 CHUCKTHOMAS PAGE 01
Charles M. Thomas, Architect
P.O. Boz 877
Jamesport, New York 11947
(631) 727-7993
e mail: cdthomas63@aol.com
April 4, 2003
Town of Southold
Building Department
Main Road, NY. 11971
Re: Krudop Residence
Dear Sirs,
This letter shall serve to certify that the garage will be fire rated per NYS Fire
Code.
Thank you for your attention to this matter.
J
yours,S iHOMAS, R.A.
n'M'^O�-r•'�'�.,Nye
F i'
Permit Number
MECcheck Compliance Report Checked By/Date
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release I
Data filename:C:\architecture\energycal\new houses\KRUDOP.cck
TITLE: HOLLOWELL RESIDENCE
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE:03/26/03
DATE OF PLANS: March 7,2003
PROJECT INFORMATION:
NEW RESIDENCE
COMPANY INFORMATION:
CHARLES M. THOMAS
ARCHITECT
COMPLIANCE: Passes
Maximum UA=573
Your Home=465
18.8%Better Than Code
Gross Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Flat Ceiling or Scissor Truss 1842 19.0 0.0 94
Wall 1: Wood Frame, 16"o.c. 3000 15.0 0.0 211
Window 1: Wood Frame,Double Pane with Low-E 140 0.280 39
Door 2: Solid 42 0.240 10
Door 3: Glass 72 0.340 24
Floor 1:All-Wood Joist/Truss,Over Unconditioned Space 1842 19.0 0.0 87
Furnace 1: Forced Hot Air, 84 AFUE
Air Conditioner 2: Electric Central Air, 10 SEER
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 st ed a signed this page,they are attesting that to the best of his/her knowledge,belief,
and professional jud erit,su lans or specifications are in compliance with this Code.
Builder/Designer ` Date
MECcheck Inspection Checklist
New York State Energy Conservation Construction Code
MECcheck Software Version 3.3 Release lc
DATE: 03/26/03
TITLE: HOLLOWELL RESIDENCE
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-19.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c.,R-15.0 cavity insulation
Comments:
Windows:
[ ] 1. Window 1: Wood Frame,Double Pane with Low-E,U-factor:0.280
For windows without labeled U-factors,describe features:
#Panes Frame Type Thermal Break? [ ] Yes [ ]No
Comments:
Doors:
[ ] 1. Door 2: Solid,U-factor: 0.240
Comments:
[ ] 2. Door 3: Glass,U-factor: 0.340
#Panes Frame Type Thermal Break? [ ] Yes[ ]No
Comments:
Floors:
[ ] 1. Floor 1:All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Furnace 1:Forced Hot Air, 84 AFUE or higher
Make and Model Number
[ ] 2. Air Conditioner 2: Electric Central Air, 10 SEER or higher
Make and Model Number
Air Leakage:
[ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ] Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
I
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
Duct Construction:
[ ] I All joints,seams,and connections must be securely fastened with welds,gaskets,mastics
(adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted.
Exception: Continuously welded and locking-type longitudinal joints and seams on ducts
operating at less than 2 in.w.g. (500 Pa).
[ ] Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
I
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit.
I
Fireplaces:
[ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction
provisions of the Building Code of New York State,the Residential Code of New York State or
the New York City Building Code,as applicable.
I
Service Water Heating:
[ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
Swimming Pools:
[ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20%
of the heating energy is from non-depletable sources. Pool pumps require a time clock.
I
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the
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(F) Up to 1„ Up 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 Pipe Sizes
Piping System Types Range F 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)
PROPOED SEPTIC SYSTEM DEZAIL
SURVEY OF PROPERTY rile °Tjw.lo 040T M ScAjo
SITUATED AT "�,�'?�°,.°'4�.... ....� 9�'�`
M MUM
MATTITUCK ,•° 'x Ofd
�.,.�
TOWN OF SOUTHOLD r
SUFFOLK COUNTY, NEW YORK T�D "
S.C. TAX No. 1000-122-04-34 AUS ROAD E
KRAUS
SCALE 1"=30' SlEpInc
JULY 19, 2002 rw►�
NOVEL= 28. 20M RrASED PROPOSED HOUSE
AREA a 26.428.32 sq. ft. 101rimer
(To LMLO)LMLO 0.607 oa.
W .n n ` F� ,." C I &vv Ipw;•'If'i'sL'°. «.ss■,.sr*amW M� _�
oN 4.
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SURVEY OF PROPERTY
SITUATED AT
-- MATTITUCK
KRAUS
ROAD TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
00 — \ S.C. TAX No. 1000-122-04-34
1 3 SCALE 1"=30'
o JULY 19, 2002
NOVEMBER 26, 2002 REVISED PROPOSED HOUSE
Ln
C W N^ AREA = 26,428.32 sq. ft.
W o N (TO TIE LINE) 0.607 ac.
I�o N
0 74�0
5,20 AL �, A'/O CERTIFIED TO:
g
" E d RT TICOR TITLE INSURANCE COMPANY
SJ
ROBERT KRUDOP
I BRACE �' gRISpT II
< ; LLQ
LO � \ c
.4
W O N
Zz- - - - - - - - - - - - - - - It N i 3
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64• \ A Alad � WOOD DOCK
p A
v
S 70019'13' W
25.83
FLOAT"o ,MOOD DOCK
PREPARED STANDARDS EFORn'co°r TITLE S w�' sAS ESTAKONED p
APPROVED EVSo �j9 l ��'
YORK STATE LANDlrl� \ H / Sc / / A �O
/ n
50461 cp
N.Y.S. Lic. No. 90467 i , / `�
o �1
UNMII►LORQm K7ERA7N7N OR AODRION 0)
TO THIS SURVEY IS A VKAATION OF MOM,
s��I,,,,,°F THE"E'a Y.STATE 1. ELEVATIONS ARE REFERENCED TO N.O.V.D. 7lYY DATUM
Nathan Taft Corwin IN °� EL AS RE Tom°190 G
THE LANo°F roR s INI�sib OD ZONE
c CWOURS ue ICENS40MF THUS:— --10 ���
ElIBOYBFD SEK SWLLL NOT BE CONSIDERED 2. FLOOD ZONE NiORNATN7N TAILEN F7>OEk
Land Surveyor El BE A SlEA TRUE DOPY. FLZON .ERANDE RATE MAP INo.ON 3 ETERMIM2 c ?68 JS,
ZONE,E: eL►�E FIAOp ELEVATIONS DETERYe1ED
CEI ym7c0 ADNS .IDI�„m NEREON SNAIi RUN ZONE x•, MEAS OF 500-YEAR FLOOD-AREAS OF IOD-YEAR FLOOD r�AVERW
ONLY lb THE AND N FOIL ENAL iTO SURVEY OEM OF LESS 7HMI 1 f'OOT lM NM ORAtW1E AREAS USS TiIAN
i F#E1M1lO,
AND ON HE EKKF W THE I SOIWtE NLE:MID AREAS PROTECTED MUM FROM lm-Ym FL='
OOVE#M1pRAL ACENCI AND
3. UPLAND AREA : 26.670 p. h.
992 Roanoke Avenue CERTFIGR70 INE ASMON@S OF THE OM-
TVTM ONS ME NOT„ANSFER�
Riverhead, New York 11901 THE ezTOEet:lsof R1�FT of wArs
AN6�OR EASEMEN,s °E RECOIID. IE
PHONE do FAX (631)369-5473 ANY. NOT SHORN ARE NOT OUARA T11D.
N
r
co
r.: c:
SURVEY OF PROPERTY
SITUATED AT
KRMATTITUCK
A Us .ROAD TOWN OF SOUTFIOLD
SUFFOLK COUNTY, NEW YORK
y S.C. TAX No. 1000-122-04-34
3 SCALE 1"=30'
JULY 19, 2002
' �p NOVEMBER 26, 2002 REVISED PROPOSED MOUSE
tS3 J to OCTOBER % 2003 FOUNDATION LOCATION
"� NDVEYBER 17, 2004 FINAL SURVEY
I Wh 0`4 AREA = 26,428.32 sq. ft.
I t ' �� , • o (TO TIE LINE) 0.607 ac.
t ,a ,fit X20„ ¢
C7 0
C O• BRls ppT?I CE TFCOR TITLE INSURANCE COMPANY
I t aTTI ROBERT KRUDOP
tMCg O.L
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3 SOF TE REAM WN STATE E`
1 in NIOro
OT CONSIDERED
L rvleyor Vl M oo�Y
� mIPCOW94ALL RUNSURWYIWE
AM
992 Roanoke Avenue , ,,,„_
Riverhead, New York 11901Of*NINT
PM INE & FAX (431)369-5473 °F "GniF
N�
6r
.IDE .
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 03/11/03 Receipt#: 0
Transaction(s): Subtotal
1 Septic Permit-Construct- Resid. $10.00
Cash Total Paid: $10.00
Name: Krudop, Robert
P.o. Box 1042
Mattituck, NY 11952
Clerk ID: JOYCEW Internal ID:71537
BUILDING PERMIT EXAMINER CHECK LIST
DATE REVIEWED:
_/0 /03
APPLICANT: Cc ,rra.� (D.2 DATE DATE SUBMITTEDa„�/ E/03
SCTM# �`/
DISTRICT: 1,000, SECTION: _aa, BLOCK: , LOT: Lqd -SUBDIVISION- d2w
ADDRESS: -
C&&& g CITY: ZONING DISTRICT: CONFORMING? /ISD
BUILDING PERMITS OPEN/EXPIRED:
BP -Z/ C/0 Z- , INFO -7 / C/ 7- INFO
BP -Z
PRE CO: lRoir BP
SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/83
REQ. LOT SIZE: ACT. LOT SIZE: 670 REQ. LOT COV. CAO ACT. LOT COV.
REQ. FRONT �/o PROP. FRONT ,REQ SIDE ACT. SIDE ✓'✓
REQ. REAR 50 PROP. REAR REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: N ID
ESTIMATED PROJECT COST: tb IL /ENGINEER Mtn� FAST TRACK 'J'O
WATER FRONT? If cS TDESCRIPTION: C
PANEL #: FLOOD ZONE: COMPLIANCE: o k
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPTi:0or NO, (BED #):�_DTE: 3 /T/ PERMIT#: RIO 102 "073)
TOWN SEPTIC RECEIP1r N
NEW YORK STATE DEC: PRE-DEC 9/l/75(QE or NO
SOUTHOLD TOWN TRUSTEES: Cru or N —6 7- r
TOWN ZONING BOARD APPROVAL: S
TOWN PLAN. BOARD APPROVAL: YES o
TOWN HISTORICAL PRE (SPLIA): YES O
NEW YORK STATE CODE COMPLIANCE (S E GE 2): S or NO
NOTES: h97V5Sl 'G� T
���� �►i�I�DG✓ S y!ep4
lijAV e
FE TROCT : FOUNDATION: -L1 �� SF
FIRST FLOOR: _SF
SECOND FLOOR: ( b", q SF
OTHER: —� SF INIT OTHER TOTAL
TOTAL: SF FEE FEE FEE
1. ( ���h�� SF)- ( SF)=,2 _U ti SFX $? i�' _$ +$ +$ _ $
2. ( SF)- (_ SF)= SF X $ _$ +$ +$ _ $
3. ( SF)- ( SF)= SFX $ _$ +$ +$ _ $
FINAL TOTAL: $ (,L`
NEW YORK STATE CODE COMPLIANCE CHECKLIST
USE/OCCUPANCY CLASSIFICATION: 9— 3
HEIGHT/FIRE AREA: , �? S
TYPE OF CONSTRUCTION: Y
DESIGN CRITERIA: ENGINEERED� � � �� Q�f
FULL FRAMING D IGN ELEMENTS:
HEADERS. WALL STUDS: V?N
GIRDERS: T`lei CEILING JOISTS43Y/N
FLOOR JOISTSVIN ROOF RAFTERS&N
LUMBER SPECIES AND GRADFPN
DESIGN LOAD CALCULATIONSC )/N 0 A4-
SHOULD INCLUDE LIVE,DEAD SNOW,,SEISMIC AND WIND(INCLUDING 1LIET.AAD EXPOSURE)
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS, LIGHT, VENT: Y/N
LOAD PATHS: Y/N
ROOF TO FOUNDATION
NAILING/CONSTRUCTION SCHEDULI<&N
MEANS OF EGRESS: Y/N
PLUMBING RISER DIAGRAMO N �✓
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N
TRUSS DESIGN: Y/N
CERTIFICATION: Y/N
ENERGY CALCS: Y/N
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
,�1
PROPOSE' SEPTIC SMESYSTEM DETAIL
SURVEY OF PROPERTY ro '
SITUATED AT 'Z"iN'gFaMlw—=Tm'? ' `w0�+ A� ' FUNMEST LEACHMI6 POOL
MATTITUCK ® a A 3 POOL srsrEY
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK KRAUS . ag u aI�
S.C. TAX No. 1000-122-04-34 ROAD K
SCALE t'=30•
JULY 19, 2002 sEPTc TAN% r
WAMBER 2O. MM REUSED PROPOSED HOUSE 3 AREA = 26,428.32 sq. f(. ~
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RN9MIFFD. Mw Yak 11901 Rbwb9d. NM Yak 11901-OM65
ANP. MOT SHOWN ME MOT SIARANIEED. µpMO MU S,125 q, n. w 19.81% OF WUM MEA
SURVEY OF PROPERTY
SITUATED AT
MATTITUCK
TOWN DF SOlYTH0L0
' SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-122-04-34
KRAUS ROAD SCALE 1"=30'
} lULT2002 ED HDA
Np'rEN9ER 26. 2002 REAENYP
13 AREA = 26.425.32 sq. ff.
eo (TO TIE LINE) 0.607 oc.
� w N v!
tvti UnmrF/ED TO'
F— 1CCOR TITLE INSURANCE COMPANY
IiO I^ S ALgL, N/D/�.. ROBERT KRUDOP
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ONLY ro 1N PoeDN TDR rNW INE 9JRVEY sww LLE AND AIRAS PROIEc(ED Lh1fES fgOM
Kmw m THE ]. WIAND ATEA . 25.370 W. N'
_— MERpTRUIUSIm rMEIEEE µwo
MNoa ACRETAIR R•BIE. __
992 Roanoke Avenue THE EEWDWE w ROW DE wen
Riverhead, New York 11901 ,,H0 EJ.SEYENIS « RECORD. u ---
ANY. NOT SNOR'N ARE NOT OyARANTEED. —
PHONE & FAX (631)369-5473
--{ SURVEY OF PROPERTY
I SITUATED AT
�0 MATTITUCK
TOWN OF SOU NEW�YORK
SUFFOLK COUNTY,
KRAUS
ROAD
S.C. TAX Ha. lOQO-122-04-
• r-7 SCALE 1"=30•
— -- JULY 79, 2002
llfWER 26, 2007 RMSEU PROPOSEp MOU'+E
I OC700ER 3, 2Up3 fWNDAIION LOCADON
. 3 NO'JF4RFR 17. 2004 nW SURJEI"
" I o AREA = 26,426.32 sq. It,
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PHONE A FAX (631)369-5473 AW 0 sxME O — _ - —
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BRICK CHIMNEYG "Y '
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SET CHIMNEY TO BE 2'-0" AB0VE
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CONTINUO5 FOOTING CONTINUO5 FOOTING ALL DOORS PER NYS
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SCALE: 1/4" = I '-O"
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APP OVED AS NOTED �
DATE- B.P./ 09 a Q
2 NOTIFY G 6EPARTMENT AT Lu I
765-1802 91 AMNTO 4 PM FOR THE W
FOLLOWING INSPECTIONS.
1. FOUNDATION - TWO REQUIRED RjIm
RI �ILQ
GE RPCONCRETE
20310 12 3.a ReueINSULATION �i 0.
ASPHALT SHINGLE R874FINAL - CONSTRUCTIONMUST Q i(
12 BE COMPLETE FOR C.Q
ALL CONSTRUCTION SHALL VEST
CEDAR IMPRESSION VINYL SIDING THE REQUIREMENTS OF THE N.Y Z O
STATE CONSTRUCTION E ENERGY
CODES. NOT RESPONSIBLE FOR F-
r0 5'-0" PLT CEDAR IMPRESSION VINYL SIDING DESIGN OR CONSTRUCTION ENRQRS Q� J
PLT. HT OF MASTER
BEDROOM TO BE SET ON PLUMBING
TOP OF SECOND FLOOR
II;VDERvkTERS CERTIFICATE ALL PLUMBING WASTE
&WATER LINES NEED
FLr, Hr 70 BE SET ON TOP Az REQUIRED TESTING BEFORE COVERING
OF SECOND FLOOR OOCCUPANCY OR w
USE IS UNLAWFUL
TO SEC OND FLR ASPHALT 5HINGLE ROOFING WITHOUT CERTIFICATE I 0 n
S
5E
If copper tubing is us d
EH
for water distributin-- system; piping shall e
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UNDERWRITERS CERTIFICA E VJ
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nALL DOORS PER NYS
3 REAR ELEVATION DONOC, UNTI SURVEY
ONLEAD
TEOFOCONTENT BEFORE 5 T. o.
4 ��- IDE ELEVATION CERTIFICATE OF OCCUPANCY
FRAMIN UNTIL SURVEY SOLDER USED IN Ui�ATER
SCALE: 1/4" = I'-O" SCALE: I/4" = I'-O" OF FOUNDATION LOCATION UffLySYSTEMCANNOT
HAS BEEN APPROVED. EAvCELD 2110 of I% LEAD.
OF 4
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GENERAL NOTES or�ne�
I CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE Z
PRIOR TO STARTING OF lNORK AND HE SHALL FAMILIARIZE HIMSELF WITH C)
IL
THE INTENT OF THESE PLANS AND MAKE WORK A6REE WITH SAME
2 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE
PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE
I — DECK owN of EAST HAMPTON N
p 3 IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH Q
ILL DIS6 AGREES WITH THAT AS INDICATED THESE PLANS, THE CONTRACTOR
4 SHALL STOP WORK AND NOTIFY THE ARR CHITECT SHOULD HE FAIL TO
O v
O a FOLLOW TH15 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL
ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM
4 6RADIN6 AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO
VENT NCE EXHAUST TO / \ _ 5 ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMUM SOIL
OUTSID Q PRESSURE OF 2 TONS PER 50.FT AND SHALL HAVE A MINIMUM OF B-O"
L - - - - - - - - - - - — i� �\ — s' - - - - - - - - - - - - - OF COVER
BEAM POGK� / \
N &EALL XISTING CONCRETE SHALL BE 3000 PSI CONCRETE B 26 DAYS W
- - - - - - - - - - - - - - - - - - - - - - - -
Q T DE516N TIMBER 5TRE55 - OOU6LA5 FIR , NO 2 6RADE FB =
C I Z 525 %1, E = 1,2OODOO PSI
SNI I
DOUBLE UP JOIST UNDER KITCHEN ,p
SLANE I AND ALL AREAS WITH I`I H ALL HEADERS SHALL BE (2) 2"Xb" IN 2"X4" WALLS e (3) 2"X8" IN
TILE F N FLOOR N 2"X6" WALL5 UNLESS NOTED OTHERN15E
7
11 7/13 TJI JOISTS ® 16" OG I �j 9 ALL HEADERS SHALL BEAR ON 2 - 2" X 4" P05T5 ® 2"X4' WALLS FOR
\\ J Lu
O I2'-O" w OPENIN65 OVER 5'OR SINGLE 2° X 4' PO5T5 OPENIN65 UNDER 5' \
INSULATION o a O
�iELLAR LL 1 10. FURNISH AND INSTALL 51N6LE STATION SMOKE DETEGTIN6 ALARM
® 4" POURED GONG. SLAB ® ry O DEVICE IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE
11 g" ML HE rDERe DRAPED— _ p m z 7
- I K 0 J~1 L_ - / 1�y 11 ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH HIGH PERFORMANCE
107 , 6LAZIN6 AS MANUFACTURED BY ANDERSEN WINDOHALL5 OR EQUAL INCLUDE I I I
BI _CO OOR SIZE PER OWNER m L-- J g_B L-I J O O HWH - `q `�2k INSECT SCREENS AND JAMB EXTENDERS A5 REpUIRED,
- - - - - = F -�' F z ��k 12 MAINTAIN 2" MINIMUM CLEARANCE BETH^EEN ALL 5TRUGTARAL FRAMING
MEMBERS AND FIREPLACE OR CHIMNEY MASONRY
r K = d 13 ALL FLOOR J015T5 SHALL BE LATERALLY SUPPORTED BY BRIDGING OR —
� v BOIL f BLOCKING ® INTERVALS NOT EXCEEDING EIGHT FEET
COLUMN O5 112" N DEEP POURED ON
FURNACE POR ATOVE LEAS] CLIPS U \/
L - 3 - l/g" ML H ODER D OPED ON ALL SIDES AS PER Y 5 r ® I SWING SHALL BE ALUMINUM I I
- - - _ _ 6 R _ —_ N _ CONCRETE FOORTIN6. (TYP) CODE
DVIDE B/8" TYPE A5 3'-O" Q Ib DO15 L RAFTERS5r LE DRAWIN65.SHALL BE CHWRIMTEN DIMORED TO MEENSI SUPERMED NALL5 IGEO TH HIRRIO D I I
8' F"l r9 14 ALL 11----1HH
" " ION CENTER
NOT E SCALED
-D" DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE
IN5PEGTION5 AND/OR OBSERVATIONS OF THE CONSTRUCTION
SMOKE - IT DRAWINGS AND SPECIFICATIONS AS IN5TRUMENT5 OF SERVICE ARE AND
Vg"IML HEAD R DIROPED I ASI I I __ I �DETEC TOR v SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT
��{I I I� g" POURED GO CRETE FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT, THEY ARE NOT TO BE
J it I O _ - - - J FOUNDATION W LL ON 8 USED R ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT Q O
L J- J L--J (C L J J L- -J " 16" ARCH TEOTMENT IN WRITING AND WITH ADEQUATE COMPENSATION TO THE W
ry �I EI POURED GONG ETE FOO INC
I I __ I O r' O IB ALL "MICRO=LAM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR AS �\
CCC S MANUFACTURED BY TRUS JOIST CORP. OR EQUAL SIZES AS INDICATED ON
3 - l/g" ML FLUSH JET I
J L a PLANS. MIGRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE
-TI
F w I
L_- �J _ r - _ _ - - - -- -
0 WITH MANUFACTURERS 5PEGIFICATION5 AND RECOMMENDATIONS.
INSULATE WALLS AND UNDER p n O I IF ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED n/
STAIRS PER GODE SHALL BE 'TECO CONNECTORS' OR EQUAL AND SHALL BE CAPABLE OF
Q LL
HANDLING LOAD5® CONNECTION POINTS INSTALLATIONS SHALL BE INCL
2" IS- GGA F J.®I6bS� I STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND
_ RECOMMENDATIONS.
r 1 - K I 20. DOUBLE JOISTS UNDER ALL PARTITIONSAR
PARALLEL TO SAME AND AROUND
ALL OPFMN65
22'-4" 12'-2" 1 _ 8'
21 PLYWOOD DECKING SHALL BE EXTERIOR SPADE PLYHOOD WITH ED&E5
SOLID BLOCKED OR PLY CHIPS.
r. m- _ _ _ - J 22 ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE
INSTALLED AS PER A 1.5 C Q
23. ALL DRYWALL SHALL BE U 5.G NATIONAL 6YPWM GO 1/2" THICK, 'J
jn
s/g^ TYPE "x" GYP BOaRD 13NO \\ wo TAPED AND SPAGKLED THREE COATS, a'
— K I
INTERIOR 6ARA6E WALLS AND \ IL1O
® \ 24 ALL PLUMBING SHALL BE IN STRICT CONFORMANCE WITH NEW YORK
CEILING. II l/g TJI JOISTS ® 16+" C a \\ J STATE BUILDING CODE. O
R-19 INSULATION 1) \\ - n 25, ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED L
UNEXCAVATED \ T m
x I 2b DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO FRAMING AND
4" FCU PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS
N GONG, SLAB ry \ N 1 0
ry L L 2-2"X12" GGA GIRDER
< N
p m 12" DIA TUBE POURED CONI
4" POURED CONCRETE ?y FOOTIN65 42" BELOW ORAME Z (}
-� SLAB OVER 6" MIL a m (MUST BE ON VIRGIN SOIL) W Z
POLYETHLENE VAPOR y ti T- W
r COMPACTED POROUS FILL Q O
p � a
N ALL FOOTINGS TO BE ON VIR?61N
SOIL AND 42" BELOW 6RADB
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DROP FOUNDATION WALL
L - - - - - - - - - - - - - - -TO MEET SLAB
H
23'-g" 12'-10" g'-IO"
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SCALE: 1/4" = I'-O"
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54'_4" u f
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6'-5" 2'_0" T-b" 2-0" 6-5" 6-5"
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pEGK LIGHT CALCULATIOcz
2-2" 2° HDR.
N
Lu
Ib' b" Q BMASTER EDROOM WINDOW GLA55 AREA /FLOOR AREA=3491/285=12.2%
PLT. HT, TO BE
SET ON
5EG )ND -3101,0
O 30 NSJLATION R'XIO"RR®I6'OG K N GREAT ROOM/ WINDOW t DOOR GLASS AREA /FLOOR AREA=
FLO R OF 2-30 IN5ULAT ON ry NOOK 86.32/564=15%
- - - - - 3 2 56 - - - - - - { ROOM WINDOW CLASS AREA/FLOOR AREA= 34 9/218=16%
/ \ / \ DINING
2- 032
I VENT RANGE EXHAUS TO / ry
E OOM OUTSIDE d �o \ 2-2"x12° HDR/ �,. �s
TRAY GLe. 1r o .ti \ / �• VENTILATION CALCULATION
Oi 0EE 2 x 4 - 12" ML HD FLUSH 2-2'X12" H R
DR. l>
L yASTER WINDOW OPENING AREA/ FLOOR AREA =I IJ6/265=4.2%
c, p U ry OO ro BEDROOM
zI zw KITCHEN GREAT ROOM/ WINDOW a DOOR OPENING AREA/FLOOR AREA =
O r ry
z NOOK 45 22/564=8%
-a, L GLC. 19, 2..D 1l,_a" O N
SMOKE DINING WINDOW OPENING AREA /FLOOR AREA- 1683/21b=11% 1 I
O i I DETEGTO O ® _ ROOM ili-ii--1--aA
m 11 I
O co �J
❑ o II x
— — — — — ° — � �I GREAT ry � � I NOTE z
fY
® LL �O CLASS DOO PE NYS ENERGY ALL MULTIPLE WINDOW UNITS AS SHOWN ARE NOT TO BE MULLED. EACH UNIT
-2" 2'40" 3'-6" l'-O" -7' Jl � I GATM' Gam' � ❑� CODE F SH IR INLET SHALL HAVE AT LEAST (2)2X4 JACK 4 STUD EACH SIDE OR 2 JACKS,
jLu
QT N n HURRICANE PROTECTION PANEL
® � 2-2068 i0 II S PROTECTION PANELS SHOULD BE AT LEAST 4" LARGER THAN THE WINDOW V (�
SMOKE
UNITS ON EACH SIDE.
v O R _N U Il
Q ^ �` \ z _ IN CASE OF A MULTIPLE WINDOW UNIT THE PANEL SHOULD BE 2 INCHES WIDER f
LT- DETECTOR
\ /� MOKE Q ON ONE SIDE OF THE WINDOW WHERE IT COMBINES WITH ANOTHER WINDOW.
V'- ETEGTO R
' F 3066 6 I \ ® �
PKT. PKT. 'i?.,\!'
L \ K z TABLE 1600.1.4 I 1/
r II 'Y< `\� WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 111---FFF-----
206. FROMLAUNDA (.HU - OALLVEN DESK 'Sy=\p FOR WOOD STRUCTURAL PANELS
PKT. FROM A bYE� OWN `'P -6' 2'_I0"
a 6' 6" m 3 - 12.1 HD �! x \�,(, N
ryr
- �H\
MASTER �6 `\ u'-a' Q PRorEGnoN FASTENER 2 FEET 4 FEET 6 FEET Q
PANEL SPAN t PANEL SPAN ; PANEL SPAN t PANEL SPAN 0
N BATH 7 - D )7 7' UP \ v ry PANEL TYPE t 2 FEET t 4 FEET t b FEET t 8 FEET1W�
125 GFM - 8'-0' GLC. 0 x\ v 2032 LARGER ✓ V I ///''���
EXHAUST FAN 1 Q O . _ 2- 'x12" HDR ALL WOOD xREWS (�
TO EXTERIOR ryVf�RA
- 2 p 2 0 ' AROUND WOO I6" b Ib' 9 O
6 12'
• GFT FAN 12'-6" 6 24 6 2 OD12 #SBGREW5 b " 12" LL
N
X RIORTHIS TABLE BASED ON 110 MPHWIND 5PEEO5 AND A 33 FOOT MEAN ROOF HEIGHT.b. FASTENERS 5HALL BE INSTALLED AT OPPONN6 ENDS OF THE WOOD 5TRUGTURAL PANEL DINING i I FOYER 2"X10' RR®Ib"Oc. NAILS 5HALL 6 lRE COMMON D T M BOX NAILSr Q - d WHERE SCREWS ARE ATTACHED 51 MASONRY O MAAVIN& MINIM, hI LT 5HALL EE
� ' • ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE
0 F P S. J P v �' WITHDRAWAL CAPAG1 Y OF 490 POUNDS.
DOOR SMOKE 1:11 II 1/8 TJ I JOISTS Ib" G. p
� 61
LT DETECTOR i_v Q Q ry 0 2031 4310 e WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM 7HIGKNE55 OF 1/I6 INCH (111 m)
II /8 TJI JOISTS ® 16" CO. r 2 2^x12" fN ` \ V Z
L� Q
X R 19 INSULATION I 3068
ry \ v \2
5/8" TYPE "X�" GYP BOARD ON II 1/8 TJI JOISTS ® I6" Or
I INTERIOR 0+A6E AAE-1-5 AND
3 /2" 5TRUGTRU CEILIN6 I g \ 2 _ Q
51 SEL COLUPIN T ,p ® \
F UNDATION WA GAG N PORG \ � ' o �C�Q 7-b"
CONC. �LANB
ry \ ry
N I
\ o 100
® Q
ry \ -
2-2"XI " NOR. A a ro Q N
I
SLAB OVER bl' MIL II'-6" x12" HDR.
4" POURED G 2056-28 28 b-2056 y
POLYETHLENE VAPOR I2 -PERMA Z
A5TOLUMNS - - - - - - - - - - - -
BARRIER ED LL
0
v O O COMPACTED WOROUS FILL 7 WOOD 5TEPS, TO GRADE WI I H W < W Z
HAND IL PER CODE N N Q Q J
23O"
' 2046 446 3046 LL
�z 111/8 TJI J015T5 0 46" OG. _ 3-6 0 m
INSULATION I
FIR F -OOR L VlNO AREA 1542 50. T.
P THT To E N b'-8" P
SET ON TOPI ZQ I r
5 GOND
F OOR DRP FOUNDATION WDLL �' DROP FOUNDATION WALL
TO EET SLAB TO MEET SLAB .�
205 2852 6'-8" '1 `` Ih
O V
L- 9080 9.H. 9080 C H_
P
6-4" 11'_0• 6-4" 6'-5" 6'-5" 3'-I" 5'-9" 4'-b" 4'-6" •—
54-q 12'-10" ^
8'-10" 9'-O" V
� I
205 2456 2856 X11
X
FIRST FLOOR PLAN v
DESIGN CRITERIA
3 SCALE: I/4" = I'-O"
GROUND WIND SEI5MIG 5UBLEGT TO DAMAGE FROM5HT. NO.
WINTER ICE SHIELD FLOOD LIVE DEAD WALL SHEATHING USE/ i HEIGHT FIRE TYPE OF
SNOW DESIGN OST ROOF UPLIFT LOAD
SPEED DESIGN UNDERLAYMENT HAZARDS LOAD LOAD 5UGTION LOAD OCCUPANCY AREA CONSTRUCTION
LOAD GATE60RY LINE
(MPH) WEATHERING TERMINATE DECAY TEMP. REQUIRED CLASSIFICATION :,
45 PSF 110 B 5EJERE 36" MODERATE SLIGHT TO I YES FROM 199D 4OPF 20 PSF FBHETER ED6E ZONE = 6 T2 P5F EDGE ZONE =356 P5F R-3 2T-O" FIR5T FLOOR = 1642 T/PE V
TO IEAW MODERATE FIRM MAPS INTEROR ZONE = 51.4 PSF INTERIOR ZONE = 289 P5F SECOND BOOR= 1I
OF 4
d
� ':•fie,
r - - _-- - - - - - - --��� t
l
R PF BELOW ROOF BELOW
\\ OP NL
JTEXHAUO25 CFM AN
5T FEXTERIORz` - - - - - - - - - - - - T — — �. _ —— —32 I `F 2-3046 (55,FZE5S HIND04
-2"x12" 2-2"x12" HDR. .. /
i III
O-
R'IO'R OC� 2"XIO"R R.®I6"OG. / g
\U ION R-30 INSULATION /// w i M
ULATROOF
\ - / ROOF
/ x
vv BEDROOM #I N /// ry �T_ _-L C2 I
LINE OF 8'-0" GL&. r I
\ H- L - - _ - - - - - - - - - - - - J ROOF RAFTER -ry -I-V1V I
\ O —
BATH o- DETECTOR O HURRICANE CLIP NAILED �EI�V
OPEN Tf I I
❑ ° ° TO GIRDER I I SUV
s_6. 4„ a, RIDGE ❑ ° ° I I I I
z \\ I 6068 SLD / GIRDER I I
5 SEfAND
° /
v 26 B I r I o,RR
g 1-F J
®
LINE OF 8'-0" CL6.
o -pp 2 I Tr,
Hi 15'_2.. 2'-4 ®
ry \\ a-b" { 13'-16^ ky jl r �1-nv b av v I �H12VLA Fav ,
To
\\ ' / m o o �H V I I I t-1V+v I I vry
6 \RY J O DETECTOR JP"// m 4 FWSN AS IRF
51K iSILK INV IY1L i iUV IWL. 1910481 YN`kHt
gRIDGE \ I a / � z
v Q
N ry •ry�—_— _ V _ —_ — _— " FR5T0 xxDN IDGE1-0 a
UNFINISHEP/T
—Un
PYL,PIPE PITCHED
MOKE / Jt ry U _ _ COWT TO APPR VTP A5 PER NY5 CODE Lu
x p FA I it 5WARY SYSTEM
ETEGTOR // O rv1K \ 6068 5LD ry /
x HURRICANE CLIP DETAIL r2 PLUMBINO RISER DAORAl
T T ry ry I SCALE: N T S (� O
11 x my R-3 INs LATaN R-30 �} ry ry �� �/ 3 SCALE: N.T.S
\< x
ry // 2"XId"RR®Ib"OC \� 2"XIO'R R.616"OG \ • Int ROOF BELOW kj
Pv / 9 I INSULATION
III {.D/ / I 6'-0' GLB. # '� \ \ 2 2�22310 R_ — — �� 2" X 12" RIDGE BEAM
/ BEDROOM 2 '� TYPICAL ROOF GONSTRUGTION
\� ASPHALT SHINGLE ROOFING
1 OVER IS# ROOF FELT ON RIDGE VENT
/ I 12'-6" I/2" GDx PLYWOOD SHEATHING
/ SMOKE I} OG ASPHALT SHINGLE ROOFING
2" X B" ROOF RAFTERS a 16"
III 5 DETECTOR LINE OF B'-O" GLG H S SMOKE C) yy
/ f— — — DETEGTOR x 7 V_
_ -- L - - -_
12
-- _ - ,. 2 ®Ib ry
GRIGKET� ry 12
r r XIO"R.R,mlb"OG as " X 6" COLLAR TIES ® 32" OG
III I 30,)NSULATIO ' R-30 INSULA ROOF BE ON ASPHALT SHINGLE ROOFING
2-2"xI " HDR. z
2046-2 52-2046 Q
L - - - — — — — — — — — -- - -
U I ED p l HIN ON ATTIC
I i o j l J TYPICAL GEILINO CONSTRUCTION RIDGE VENT O
N VINE A = IG 50. FT.
2" X 10" GEILING J015T5 O I6" OG TEGO EACH RAFTER IN GA . AREA N-
I ____ W/ R-30 BATT. IN50LATION
Ili Rch("JF BELOW v I � � ROOF BEL i II (
.I 1 b,_T„ 6._T.. 4'-5..
x10°R.R®1�"oc 2 Xlo''R�Ib`oG TYPICAL WALL CONSTRUCTION
ASPHALT SHINGLE ROOFING CL
22'-0" = CEDAR IMPRE55ION VINYL SHIN6LE5 I/2" GYP BD FINISH -L
-30 INSULATION I R-30 INSULATION TYVEK HOUSE WRAP T a 5 3 GOAT JOB Q N
1/2" GDX PLYWOOD 5HEATHIN6 ON
\- 2"X4" WD. STUDS ® Ib" O.0
R-15 INSULATION '
2-2 24 HDR OFT w z
xI
_ _ - - TYPICAL FLOOR CONSTRUCTION BEDROOM HA
11 1/5" TJI FLOOR J015T5 0 16" p O
TO SECOND FLR.
01 3/4" PLYNOOD 5UBFLOOR
v
I/2" GYP. BD. FINISH V2" GYP. BD. FINISH N r
LIGHT GAL-CULATIDN ALUM. GUTTER x 6' FA 1A BD.
T S 5 3 GOAT JOB T 6 5. 3 GOAT JOB [-
"X8" FASCIA ITH I" " TRIM
BATH 51DE CONTINUO 5GRE N VENT
BEDROOM## WINDOW GLASS AREA /FLOOR AREA=34,9"1/156=13.2% Q FNTRY
10
BEDROOM#2 WINDOW &LASS AREA /FLOOR AREA= IT.53/I90.55=9% � O V P-
ROOM Q
VENTILATION GALGULATION FOYER
TO FIRST FLR. _ I'
BEDROOM## WINDOW OPENIN6 AREA/ FLOOR AREA =11.46/156=-15% GRAD
GRADE II^^
BEDROOMn2 WINDOW OPENING AREA/FLOOR AREA = 815/190.55=4.6% FIRE STOP PER
8" POURED CONCRETE FOUNDATION CRAWL NY5 CODE (T(P) W
WALL ON A 8" X Ib" POURED 4" POURED CONCRETE SLAB 5PAGE L
CONCRETE FOOTING 4 MILL VAPOR BARRIER
6 x
� 6 �
SHT. No.
SECOND FLOOR PLAN 4 GROSS SEGTION
�4 SCALE: I/4" = I '-O" 4 l SCALE I/4" = I '-O" 1
�/ OF 4
!1 14
TOP PLATTOP PLAT o g
RAFTERS AND GEILIk2 °
JOISTS OK APPROVE
ROOF TRU55
STUD STUD
TOP PLA SECOND STORY TOP PLATE- p
DRILLING SEE AND BBORED HOLE MAXORED HOLE MAX
NOTGHINS PROVISIONS DIAMETER 60% DIAMETER 40%
JolIS PERMITTED T of STUD DEPTH
FLOOR JOIST CU OF STUD DEPTH
CORNER AND PARTITION POSTS BE GUT OR NOTGHED
SEE DRILLING AND BET WEE THESE LIMITS WALL STUD- 5/8" MIN. TO EDGE
5/5" MIN. TO EDGE
BOTTOM PLA
NOTCHING PROVISIONS SEE DRILLING AND N
WFGM SECTION 3.3.1.1.1 NOTCHING PROVISIONS WFGM SECTION 3.4.1.1.1 5/8" MIN. TO EDGE 5/8" MIN. TO EDGE p
NOTE: NOTCH MUST NOT EXCEED
A THIRD STUD AND/OR PARTITION INTERSECTING NOTCH MUST NOT EXCEED
° T BACKING STUDS SHALL BE PERMITTED TO BE 40% OF STUD DEPTH 25% OF STUD DEPTH
OI5T ENDS TO BE OMITTED THROUGH THE USE OF WOOD BACKUP
OR BLOCKING BLOCKED AGAINST CLEATS OR METAL DRYWALL CLIPS THAT WILL
TOP PLA BAND J015T AND BRIDGING ROTATION IN ACCORDANCE SERVE AS ADEQUATE BACKING FOR THE FAGING
OR BLOGKINO SEE WFGM SECTION 3.3 MATERIAL.
WITH WFGM 3.3.1.3-END RESTRAINT IF HOLE 15 BETWEEN 40% AND 60%
BEARING AND 3.3.1.4 BRIDGING BORED HOLES SHALL NOT BORED HOLES SHALL NOT OF STUD DEPTH THEN STUD MUST BE
/� /� GR055 SECTION OF GUT OR GGPO55 SECTION OF GUTMOR 55ZCE551VESTUUD BARE DOUBLED
HALL FRAMING DETAILS NOTCH IN STUD
IN.x4 IN. RIBBON NOTCH IN STUD AND 50 BORED W
BOTTOM PLATE LAP JOIST 3 IN MIN. GUT INTO STUD
BAND JOIST FOR FIREBLOGKING WFGM 1gg5 SBC HIGH HIND EDITION WFGM 1gg5 SBG HIGH HIND EDITION
OR BLOGKI
51LLPLA JGIST SECTION 3.4.3 . 1 . 1 SECTION 3.4. 1 . 1 . 1 FIGURE 3.2B
oR H SMAC 5UBFLCOR ' NOTGH I NG AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS
FOUN°ATI°" 5�B-ON-%RADE FOR INTERIOR NONBEARING WALLS
FOUNDATION FOR EXTERIOR WALLS AND BEARING WALLS _
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING
BEARING WALL J� EXTERIOR OR BEARING WALL
Lu
TYP I GAL WALL FLOOR AND ROOF FRAMINGdLL PANEL EDGESNAIL AT 6" O.G. GYPSM BOARD INSTALLED IN
) z Lu
AACCORDANCE WITH WFGM TABLE 3.1 � T
bd NAIL AT 24" O.G GYPSM BOARD INSTALLED IN NOTCH GREATER THAN
ACCORDANCE WITH WFGM TABLE 3.1 50% OF THE PLATE WIDTH (z Un
C)
WOOD STRUCTURAL PANEL Ib GAGE 0.0549 AND 1.5" WIDE
bd NAIL AT 24" OG
INSTALLED IN ACCORDANCE METAL TI AGRO55 AND TO EACH p
.
WOOD 5TRUGTURAL PANEL WITH WFGM TABLE 3.1SIDE of THE NOTCH WITH B-16d
d NAIL AT b" O.G.
INSTALLED IN ACCORDANCE NAIL5 EACH SIDE
WITH WFGM TABLE 3.1
ALL PANEL EDGES) Fbd RAMING MEMBERS AT PANEL i
FR NAIL AT 12" O.G. ON ALL EDGE5 AND 12" O.G. ON ALL Q
FRAMING MEMBERS NOT AT FRAMING MEMBERS NOT AT TOP PLAT 5
PANEL EDGES PANEL EDGE5 z
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE Q I I I
FOR WOOD STRUCTURAL PANELS (a) OUTSIDE CORNER DETAIL (b) INSIDE CORNER DETAIL PIPE ^- J
P EXTERIOR CORNER FRAMING EXTERIOR CORNER FRAMING q � �+-�\
FASTENER FEET 4 FEET e) FEFT
PANEL SPAN ? PANEL SPAN PANEL SPAN PANEL SPAN TOP PLATE FRAMING TO AGGOMMODATE PIPING
TYPE < 2 FEET 4 FEET < b FEET < 8 FEET
2 1/2" x6 b" 161112" �"
WATER
WOOD SCREWS �,qL WAL "�`L CLOSET
WAL OR BID ALL
2 O a b" b" b" ` ,
WOOD REWS X
a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT ICDCD , ue GUT PLATE TIED WITH 25 SASE
TUB STEEL ANGLE OR EQUIVALENT
SINGLE OR DOU E
b. FASTE�JERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 21" G_EARANGE 21" C�EARANCE TOP PLATE STAGGER JOI5T5 4 IN.
c. NAIL5,5HALL BE IOd COMMON OR 12d BOX NAIL5, N genu e OR USE SPLICE PLATES -
N �NT of 21" G EARANGE
d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE PENING
ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE LAVATORIES TUg
WITHDRAWAL CAPACITY OF 490 POUNDS. SHOWER RI LE TUD
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNE55 OF 1/16 INCH (11.1 m) RI CONNECTORS REQUIRED
MINIMUM FIXTURE GLEARANGES HATERGLOSETS FIIREBLOCK
AROUND PIPE DOUBLE HEADER W Z
JAGK 5TU __j m
FACE OF FOOTINGWALL sruDs OR TRIMMERS p
SEE WFGM SECTION 3.4
SOLID BLOCKING
BOTTOM
NOTE: PLATE Loon J015T5 '
UPLIFT GONNEGTION 15 mlr
REQUIRED AT EACH END OF SUIBFLooR +'
CL HEADER AND AT E30TTOM OF 0
v JAG< STUDS IN ADDITION TO FOUNDATION
N CONNECTIONS AT WALL STUDS
51LL PLATE CRIPPLE WALL Q
O AND AT TOP AND BOTTOM OF FOUNDATION
GRIPPLES WALL STUDS +�
v ANCHOR BOLTS EMBEDDED IN
LL FOUNDATION b FT. O.G. MAX. (s)
TYPIGAL FRAMING AND UPLIFT
T NEED NOT H
EXCEED 40 FT. MAX.
GONNEGTIONS FOR OPENING 6 L X
EX
H/2 BUT NEED NOT
EXCEED 15 FT. MAX
//i sHT. No.
FOUNDATION GLEARANGE FROM SLOPES
OF 2
(TABLE 3.1 WFGM H16H WIND EDITION)
_ The design of this structure Is based upon prescriptive approach using the GENERAL NOTES.
NAILING 5GHEDULE Wood Frame Gonstructlon Manual (WFGM) published by The American Forest and
Paper Association. �H�I)Aftp
Nan-structural elements are based upon The New York State Residential I. All works shall be performed In accordance with all state, `'^<-"'krv1)'.rji H�j�
Code-Januar 2003 municipal, local zoning and building codes and ordinances ' !Y ' _ '' QC's
JOINT DESGRIPTION NUMBER OF NAILS NAIL 5PAGIN6 y having jurisdiction and best standards of construction
For the Climatic and Geographical Design Criteria, see Tale 8301 2(U on cover' ! u,
practice, ,;y �.
RAFTER TO TOP PLATE (TOE-NAILED) sheet The American Institute of Architects Conditions shall apply
4-8d PER RAFTER All non engineered lumber to be Douglas Flr#2 or better
GEILIN6 JOIST TO TOP PLA E TOE-NAILED 4-8dPER JOIST wind umitatlons-Section 8301.2.1 to all work performed on this project,
Design Griterlo-Sectlon R301.21.1 (See Table R30L21.2 for Wlnd-Born Debris 2 The Contractor shall verify all conditions at the site Any
Q
GEILIN6 JOIST TO PARALLEL RAFTER FACE-NAILED q-16d EACH LAP Protection discrepancies must be brought to the attention of the Architect S'. `��o pgA06T Q'
Fastening Schedule For Wood Structural Panels) prior to commencement of construction The Contractor shall be
CEILING JOIST OVER PARTITIONS FACE-NAILED q-Ibd EACH LAP
COLLAR TIE TO RAFTER PAGE NAILEDesponsible for corrections not reported once he has started work of N6�i
Dead Load-Sectlon 8901.3 r
b-8d PER TIE Live Load-Section R301.4 except for hidden Job oond[tlons
BLOCKING TO RAFTERTOE-NAILED 2-8d EACH END Light and Vert[lotion-Section R303 3. Contractor shall guarantee to the Owner that all materials and
TRIM BOARD TO RAFTER END-NAILED Minimum Room Area-Sectlon 8304 equipment Incorporated In the work will be new, and that all work Z
2-Ibd EACH END Gelling Height-SZectlon 8505 will be of good quality, free from faults and defects for a period
LL FRAMING
Sanitation-Sectlon R506 of one year form the date of the flnal GertlFlFcato of Occupancy F_
Toilet Bath and Shower Space-Sectlon R307 4 The Architect shall not be responsible for the construction means,
TOP PLATE TO TOP PLATE (PAGE-NAILED 2-16d SEE NOTE method, techniques, sequences or procedures, or for the safety
( ) PER FOOT Glazing-Sectlon 8308 q q v
TOP PLATE AT INTERSECTION FACE-NAILED 4-Ibd Garages and Carports-Section 8309 precautions and programs In connection with the work, and he
JOINTS-EACH SIDE shall not be responsible for the contractors failure to carry out N
Emergency Escape and Rescue Opening-Sectlon 8310 d)
STUD TO STUD FACE Pr`) 2-Ibd 24' OC, Exit-Sectlon R311 the work In accordance wRh the construction documents. The p
HEADER TO HEADER FACE-NAILED Ibd6" Landing-5ectlon R512 Architect shall not be responsible for the acts or om1551on by
O.G. ALONG EDGES Ramps-Sectlon 8313 the contractor No changes shall be made In the documents
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 STUD Stairway-Sectlon R3I4 and/or the budding as designed without the expressed written
3-115d PEP
R315 consent of the Architect.
PER 2X6 STUD 6uords-5ectlon R316 5 The contractor and all subcontractors shall maintain continuous
4-I6d PER 2X8 STUD Smoke Alorms-5ectlon 8317 Insurance coverage statutory pollcle5 (Worker
BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, END-JOIST OR BLOKING Foam p105tic-5ectlon 8318 Compensation, etc) and general 1labll[ty In an mount not
FACE-NAILED)
Flame Spread and Smoke-Section P31,1 lees than $ 5 million and automobile liability and damage
1)-1(111 (SEE NOTE 1,2) PER FOOT Insulation-Section 8320 coverage not less than $ 2 million. The Architect shall be
FLOOR FRAMING Dwelling Unit 5eparation-5ectlon R321 named Insured on any and all policies. W
Moisture Vapor Retarders-5ectlon 325 In Provide all pe aluminum termite shield over fibrous FLOOR
T� C�OOr-�
JOIST TO SILL TOP PLATE TO GIRDER 70E-NAILED 4-8d PER JOIST Protection Against Decayy-Section R325 Insulation at all perimeter sills SIMSON STRONG - TIE I f-L/ I� I FLOOR
BRIDGING TO JOIST TOE-NAILED Protection Against Termites-5ectlon 8324 7. All wood In contact with concrete or masonry to be Wolmanlzed MSTA36 �ON IN IC T O\
2 8d EACH END Site Address-Sectlon 8325 or pressure creosoted TVI V1- V
BLOGKIN6 TO SILL OR TOP PLATE TOE-NAILED 3-Ibd EACH BLOCK Acce5sibility-5ectlon 8326 8. A single station smoke detector alarm device shall be installed
LEDGER STRIP TO BEAMFAGE-NAILED Flood Resistant Gonstructlon-Sectlon 8327 In each bedroom, on all floors and shall be all Interconnected per code
3-Ibd EACH JOIST q. All bathroom without operable windows to be mechanically ventilated
JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST Foundation-Chapter 4 as per New York State code.
BAND JOIST TOJOIST END-NAILED Design based upon presumptive load bearing values of sandy grovel and or 10. Heating to be designed to provide 70 degrees F with outdoor
3-Ibd PER J015T gravel at 3000 pounds designed alr-temperature of 0 degrees F and 15 MPH wind.
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-I6d PER J95T per square foot Contractor to consult Engineer If different soil materials are 11. All electrical work to be In accordance to the rules and
Found upon excavation, regulation of N Y B F.0 and a N.Y B.F.0 certificate Is
ROOF SHEATING or test hole, for alternative footing and foundation wall design to be presented to the Owner at the completion of the Job.
STRUCTURAL PANELS 8d (SEE TABLE 3.8) 12 Plumbing Installation to comply with State and Local codes
DIAGONAL BOARD SHEATING
Foundation Notes: and the sewage disposal system to meet Health Department standards L1/2" Ancor Bolts (55713-28) See chart on this sheet for spaung13 Do not scale drawings Use figure dimenslon5 only.
"Xb" OR "X8" 2-8d PER SUPPORT 8" poured concrete foundation wall, 8'-O" high, 3000 # test 14 All work to conform to the rules and regulations of the New York
°X O° OR WIDER Minimum depth-5ectlon 4031 4, 48' minimum coverage to top of footing Energy Conversation Construction Gode. All glazed area to be double ,
3-8d PER SUPPORT 16"x8" poured concrete Noll footings, 3000# test glazed and all exterior door to have Insulated cores - U
hm
GEILIN6 SHEATING 2-1 3/4"xli 7/8" MicroGirder (or 3 I/2"x11 WL5" Power Beam) 15 The Insulation protection as Indicated on these plans exceeds z 1-
395UM WALLBOARD4' poured concrete floor slab with bxbx#10 mesh and vapor barrier the Gode's minimum standards.
5d COOLERS I" EDGE / 10" FIELD Damp proofing at exterior foundation below grade-Section R406 16. These all and specification are instruments of service and
WALL SHEATING 30'x30"xl2" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for
STRUCTURAL PANELS8d
(SEE TABwhich they mode Is executed or not. They may not be used n/
LE 3.q) Deck and porch flootings as noted, 3000# test, 48" minimum burled depth on any other project except by written authorization of the Architect L�
FIREBOARD PANELS 17 Architect has not been retained for site supervision, on-site Q
Foundation wall to extend a minimum above Finished grade Inspection and certifications as required or requested by the Owner, US)
bd 3" EDGE / 6" FIELD All footing to be carried down to undisturbed soil contractor or local building department. SIM ON STRONG TIE
25/32 8d 3" EDGE / b" FIELD No footing shall be set higher than a 30 degree angle from any other footing --i
Pour no concrete on frozen ground or in freezing water MT 12 _
61P5UM WALLBOARD 5d COOLERS I" EDGE / 10" FIELD Provide 3 1/2' steel Icily columns rr
HARDBOARD 8d (SEE TABLE 3.q) Bock ill shall not be placed against the wall until the wall has 50FIc[ent UPLIFT - GONTINUOU5 PATH GONNEGTORS L X
PARTICLEBOARD PANEL strength and hasbeen anchored to the floor above, or hos been sufficiently '`I\
8d (SEE TABLE 3q) braced to prevent damage by the backfill (Section R4041 -1) USE SIMPSON STRONG-TEI CONNECTORS Q
DIAGONAL BOARD SHEATING Floors - WFGM Prescriptive Method FOLLOW PRODUCT SELECTION GUIDE AND Z
°X6" OR °X8" Floor framing Shall be nailed In accordance with Table 31 WFGM HIGH WIND INSTALLATION MANUAL FOR HIGH WIND RESISTANT `
2-8d PER SUPPORT EDITION. GONSTRUGTION CATALOG G-HW02 L
`XIO OR WIDER 3-8d PER SUPPORT Draftstopping - Section R50.21:2 LTP4 1-I
Flreblocking - Section R502.13 ANCHOR BOLTS IN FOUNDATION USE. Q ^
FLOOR 5HEATIN S5TB28 WITH BEARING PLATE, SEE FOUNDATION
STRUCTURAL PANELS Floor GonstructlonNOTES FOR 5PAGIN6
OR LESS 3/4" OSB plywood 5ubfloor, Foston er Table 3.1 WFGM
8d b" EDGE / 12" FIELD Floor jolsts see Foundation and Floor Plans, spacing as noted. SILL PLATE TO RIM JOIST USE • LTP4 `
GREATER THAN ° Od 6° EDGE / b° FIELD Fasten per Table 31 NilLTP4 16" O.G. AT EXTERIOR PERIMETER
2-2x6 GGA sill with termite shield and 5111 seal. AND GARAGE/HOUSE GOMMON WALL
DIAGONAL BOARD SHEATING Finish floors per agreement USE 48d NAILS AT EACH END
11PX611 OR 11X8" 2-8d PER SUPPORTGARAGE STUD GARAGE SILL PLATE USE
°XO° OR WIDER Wall construction - WFGM Prescriptive Method,
3 8d PER SUPPORT Wallfroming ondflnishing shall be nailed and or screwed In accordance with 55P CONNECTOR AT 16" 0.6
Table 3.1 WFGM USE 48d NAILS AT EACH END
I NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-GENTER AT THE PANEL EDGE . IF WALL SHEATING IS NAILED 3" ON-CENTER Ixb Fasclo, wrap
AT THE PANEL EDGE Overhangs as noted. RIM JOIST TO STUD CONNECTION USE
TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS Vinyl vented soffits.its. MTS 12, I6" O.G. �� PLATE �� RIM JO �� ��D
SUCH AS SHEAR PLATES Alluminum gutters and Ieader5.51ding. see Elevations USE 4bd NAILS AT EACH END
SHALL BE USED TO MAINTAIN THE LOAD PATH. Tyvek housewrop FLOOR TO FLOOR GONNEGTION USE RIM
�JD �� TO STUD
GO����� O��
1/2" OSB shooting, see fastening schedule, Table 3 1 WFGM MSTA 36, 16" I�o.G -
2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO 2x4x Studs o 16' O.C. with 2x4 shoe and double 2x4 plate USE 48d NAILS AT EACH END
1-bd NAIL PER FOOT. 1/2" Gypsum wall board
(TABLE 332 AWFGM H10H WIND EDITION) 5/8"Type X GWB In garage. RAFTER TO STUD CONNECTION USE.
11/2" MR 6WB In wet areas MTS 12, EAGH ROOF RAFTER -
SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT CONNECTIONS RESISTING LATERAL At least one window ineochsleep[ng room shall comply with the exit ragirements of USE 8 Ibd NAILS AT EACH END SIMS(ON STRONG TIE
SWEAR LOADS section 8310 RAFTER TO RIDGE To RAFTER GONNEGTION 05E MT530 OR MST12 0.
INoto drilling and notching limitations In figure R602.6(U for bearing walls and H7 EACH ROOF RAFTER
RNOTEMAX
OLT CONNECTION FOUNDATION BRAGING WALL PERMITER MAXIMUM ANGOR BOLT SPACING Folio" exterior corner Framing
FFigure R60210.5 DEGK POST To GONGRETE GONNEGTION USE,
SUPPORTING EDGE NAIL 5PAGIN6 IN FB544A FOR EAGH POST z
( �2 ANGOR BOLTS) (Roof assembles - WFGM Prescriptive Method STUD
TO /SOC RAFTER
CT�� Q W z
E FOUNDATION STORY ALL 46 Asphalt stripshin les 5holl have minimum of six (b) feteners Per shingle (section DECK P05T TO GIRDER GONNEGTION USE UD O ` A J Z
E OR BASEMENT) Rg056) g p g P644 FOR EAGH POST
ALL
23 23 Conk EGTIDN C) O
PLATE TO FOUNDATION I-2 STORY 3 I9 Underlayment application (Sectlon 8905.2.7) GIRDER TO DECK JOIST CONNECTION USE. v
ADE) 6 For roof slopes of two (2) units vertical In twelve (12) units horizontal (17- MT512 ® EACH J015T
36 percent slope),
up to four (4) units vertical twelve (12) units horizontal (33 -percent elope ), PORCH POST TO DEGK USE
12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON ,SEE DETAIL. underloyment P5720 (ALIGN WITH JOIST BELOW) m
(TABLE 32 AWFGM HIGH WIND EDITION) shall bee two (2) lyers applied In the following manner. Apply A 111-inch (483)strip v
of PORCH POST TO GIRDER USE. P5720
`STILL OR BOTTNI PLATE TO FOUNDATION ANGOR BOLT GONNEGTIONS RESISTING LATERAL underloyment Felt parallel with and starting at the eaves std sufficientlyPORCH ROOF RAFTER TO GIRDER U
, Feneto SE;
F� t-
$ SHEAR LOADS hold In palce H2 5A AT EAGH ROOF RAFTER rY
Starting at the cave , apply 36- Inch wide M14 mm( sheets of underloyment,
overlapping SHEATING LOCATION STUD SPAGING STRUCTURAL SHEATHING MAXIMUM NAIL SPADING rip
S EATING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING successive sheets Iq Inches (483mm), and fstened suffiuently to hold in place.
OR PANEL SIDING FOR 8d GOMMON NAILS For roof slopes of four (4) units vertical In terve 02( units OR PANEL SIDING FOR MU COMMON NAILS
g
(SEE NOTE I! (INCHES O.GJ SEE NOTE 3) 1/2" ANCHOR BOLTS roe Protfction (Sectlon 8905.2.7 U SEE NOTE (INCHES OG) SEE NOTE 3
4" EDGE ZONE 16 E 6 Uinderlayment In High wind (Section R1105 2.-7 2) 4" PERMITTED 1/2" ANCHOR BOLTS)-F-�
P lashing (Section R9O5.25) E 6 SEE NOTES 3 �j
F 9 EDGE ZONE I6
12 SEE NOTE 2 Chimney and fire5pace5 - Chapter 10 F _
Energy Efficiency - Chapter 11, see attached report 6 SEE NOTE 3
INTERIOR ZONE ib E 6 I6 S
Mlechanlcal - Chapter 12 INTERIOR ZONE E 6
F 12
E= NAIL SPACING AGeneral Mechanical System - Chapter 13 F
Healtng and cooling equipment - Chapter 14 12 SEE NOTES 2
PANEL EDTA (IN) Exhaust _Sustem - Ghopter IS GABLE ENDWALL RAKE AND RAKE TRUSS E V
F= NAIL SPACING ATT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (I IJ) Duct System - Chapter 16 4SEE NOTE 4
1 FOR WALL SHEATING F
WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTAGHMENT Combustion Air - Chapter 17 6
REQUIREMENTS 5-IA_L BE USED Chimneys and Vents - Gho4 (SEE NOTE 4pter IH X
2 TABULATED 12' G O. NAIL SPACING ASSUMES SHEATING ATTAGHED TO STUD FRAMING MEMBERS 111TH Fr umbng - Part VII E= NAIL 5PAGIN6 X
AT PANEL EDGE (IN)
5>0 414. FOR FPAMIPG MEMBERS WITH 042<0<0.4q THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.G F= NAIL 5PAGIN6 AT INTERMEDIATE SUPPORTS IN THIS PANEL FIELD (I N) V
3 FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAIS SHALL BE PERMITED TO BE SUBSTITUTED I FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EAGH
FOR GOMI^UN PAIL SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REAFT QUIREMENTS SHALL BE USED.
TO
RAMING
MEMBERS WITD12'' 0 G NAIL SPACING A55UME6 SHEATHING H 6>04q FOR FRAMING MEMBERS W THI 0.42<6<0 4q HDE NAILING SPA INSHALLBE REDUGED
SHT. No.
TO 6 INCHES O G.
3. TABULATED 6" O.G NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
MEMBERS WITH 6>0 4q FOR FRAMING MEMBERS NTH 0.42<G<O 411 THE NAILING SPACINGS SHALL BE REDUCED
TO 41NGHES O G.
4. TABULATED 4" O G. NAIL 5PAGIN6 ASSUMES SHEATHING ATTACHED TO RAFTER/TPUSS FRAMING
MEMBERS WITH 6>0.4q, FOR FRAMING MEMBERS WITH 0.42<G<0.4g THE NAILING SPACINGS SHALL BE REDUCED
TO 3 INCHES 0. G.
OF 2