HomeMy WebLinkAbout31668-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31697
THIS CERTIFIES that the building
NEW DWELLING
Date: 07/20/06
Location of Property: 105 WATERVIEW DR SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 78 Block 7 Lot 9
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated DECEMBER 12, 2005 pursuant to which
Building Permit No. 31668-Z dated DECEMBER 12, 2005
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 ONE FAMILY DWELLING WITH GARAGE UNDER, COVERED FRONT ENTRY WITH 2ND
FLOOR BALCONY & NON -HABITABLE ATTIC AS APPLIED FOR.
The certificate is issued to DOMINIC NICOLAZZI
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0260 07/17/06
ELECTRICAL CERTIFICATE NO. 2023472 06/22/06
PLUMBERS CERTIFICATION DATED 05/26/06 T.L. TUTHILL
hor' ed o1gnature
Rev. 1/81
, r/^A' SLAV.
waaol r �. -----
Form No. 6
TOWN OF SOUTHOLD
JUL 2 0 BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
'I. 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 fonn).
'3. Approval of electrical installation from Board of Fire Underwriters.
�4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $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
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
/ Date. _7 0
New Construction: V _Old or Pre-existing Building (check one)
Location of Property:
House No.
LIJ 2 Ji �W () 21 JE
Owner or Owners of Property: t 6 wr lnl
Suffolk County Tax Map No 1000, Section
Street
Block
-rtfz
Lot
Subdivision Filed Map. Lot:
Permit No. --f 66 6 2 Date of Pennit. f Z IZ 0 Applicant: t r� c psJre- a t H'a 2
Health Dept. Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $ Z,5-, "
6 u..7bG01�-
C.Ot 3161 1
6 Z __ Underwriters Approval:
Final Certificate: \/ (check one)
licant 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. 31668 Z Date DECEMBER 12, 2005
Permission is hereby granted to:
DOMINIC NICOLAZZI
81 PINCAIRE AVE
FARMINGVILLE,NY 11738
for :
CONSTRUCT ONE FAMILY DWLG W/GARAGE UNDER, COV. FRONT ENTRY WITH
2ND FL BALCONY & NON -HABITABLE ATTIC. THIS PERMIT REPLACES BP 29934.
at premises located at
105
WATERVIEW DR
SOUTHOLD
County Tax Map No. 473889
Section
078 Block 0007
Lot No. 009
pursuant to application dated DECEMBER 12, 2005 and approved by the
Building Inspector to expire on JUNE 12, 2007.
Fee $ 2,147.80
l(w
Authorized Signature
ORIGINAL
Rev. 5/8/02
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET — NEW YORK, NY 10038
CERTIFIES THAT
Upon the application of upon premises owned by
G & S ELECTRICAL CONTR.
P.O. BOX 215
SOUTHOLD, NY 11971,
DOMONIC NICOLAZZI
105 WATERVIEW DRIVE
C/O BAYVIEW
SOUTHOLD, NY 11971
Located at 105 WATERVIEW DRIVE C/O BAYVIEW SOUTHOLD, NY 11971
Application Number: 2023472 Certificate Number:
Section: Block:
Lot:
Building Permit:
2023472
BDC: nsll
Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
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
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 22nd Day of June, 2006.
Name
OTY
Rate
Rating Circuit
Tvoe
Alarm and Emergency Equipment
Sensor
2
0
Carbon Monoxide
Sensor
9
0
Smoke
Appliances and Accessories
Range
1
0
50
Amps
Exhaust Fan
1
0
F.H.P.
Dish Washer
1
0
1.2
KW
Hydro Massage Tub (Therapeutic)
1
0
Furnace
1
0
Oil
Steam Unit/Sauna
0
0
40
Amps
Wiring and Devices
Outlet
67
0
Fixture
Fixture
67
0
Incandescent
Outlet
122
0
General Purpose
Receptacle
70
0
General Purpose
Switch
69
0
General Purpose
Receptacle
1
0
20 amp
Laundry seal
Receptacle
1
0
30 amp
Dryer
Continued on Next Page 1 of 2
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
O
rJr rd3'CJ"t3ffl rJ�rJrJrJ��Prsrlor fr��PrJr1rJ�rJr�rJrJttrSr�r: a l morJ@P�.frJ�PrJrJrJrJrJr�rJ�JcJrJrJr1rJrJ�rJrJ�rJ�rJrJ�JrJ�rJ@P�Pr�i PrJrlrJ�1
5
rO
5
BY THIS CERTIFICATE OF COMPLIANCE THE
5
NEW YORK BOARD OF FIRE UNDERWRITERS
5
BUREAU
F C
40 FULTTON STREET NEW YORK, NY 10038
5
CERTIFIES THAT
C�
5
5
Upon the application of upon premises owned by
5
C5�
G & S ELECTRICAL CONTR. DOMONIC NICOLAZZI
51
5
P.O. BOX 215 105 WATERVIEW DRIVE
5
5
SOUTHOLD, NY 11971, C/O BAYVIEW
SOUTHOLD, NY 11971
5
5
105 WATERVIEW DRIVE C/O BAYVIEW SOUTHOLD, NY 11971
5
Located at
5
5
rcj
2023472 • 2023472
Application Number: Certificate Number.
erj
5
Section: Block: Lot: Building Permit: BDC: rl
cS
Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of
5
5
electrical devices and wiring, described below, located in/on the premises at:
5
�5
Basement, First Floor, Second Floor, Attached Garage, Outside, Attic,
CA
visual inspection of the electrical system, limited to electrical devices and wiring to the extent detailed
r5j
5
premises
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5
by the State of New York, Department of State Code Enforcement and Administration, or other
promulgated
5
Sauthority
having jurisdiction, and found to be in compliance therewith on the 22nd Day of June, 2006.
Name OTY Rate Ratine Circuit Type
5
5
Heat, Light, Vent 1 0
5
5
tj
Paddle Fan 1 0
5
5
5
GFCI Circuit Breaker 1 0 20 amp
5
5
Receptacle 10 0 GFCI
Service
C5
Ij
5
1 Phase 3W Service Rating 300 Amperes
5
5
Service Disconnect: 2 150 cb
Meters: l
LJ
S
5
5
5
5
5
5
5
5
seal
5
5
2 of 2
5
This be in is by the the location indicated.
certificate may not altered any way and validated only presence of a raised seal at
5
5
o
s�nrsr��r r rs��nu�rsrrsr rsr�ssss�sssssr�r�r�rsrrrsr�r 1:11:al rrrrrrr�rsrJ�r�r��n�nrrsrnr�rrr�r PLrL3 ss�ns�
o
Town Hall, 53095 Main Roac
P.O. Box 1179
Southold, New York 11971-0959
j' W /
Fax (631) 765.9502
Telephone(631)765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Building Permit No. 3 1 (o % 6 -,,3'
Owner: -�boW1tN1C I)ICoLr17z 1
(Please print)
Plumber: T, L 'ruT ttl L L_
(Please print)
lead.
Date: S�LG�O 0
I certify that the solder used in the water supply system contains less than 2/10 of 1%
Sworn to before me this Y
---- - W'��mw'
Notary Public, 3ILI9--ItAt,Lrounty
(. I mbers Signature)
E PAW
Ndry �dINw lbk
NO 01
OonrMssirt Fiplra)iih. I1, d
2'd 290V22Lt0. Goes -969-T£9 i DW 1SN02 00INI'�ZdJ 0S:Z0 9002 -5£ -ALM
James F. King, President
Jill M. Doherty, Vice -President
SOF SO!/ly
Peggy A. Dickerson
�(
Dave Bergen
John Holzapfel
A bC
�yCO INTI
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
CERTIFICATE OF COMPLIANCE
0128c
THIS CERTIFIES that the
house, deck, and garage
Date July 12, 2006
At Waterview Drive and Main Bayview, Southold
Suffolk County Tax Map # 78-7-9
Conforms to the application for a Trustees Permit heretofore filed in this office
Datedl0/30/02 pursuant to which Trustees Permit # 5674 Dated Nov. 20, 2002
Was issued, and conforms to all of the requirements and conditions of the applicable
provisions of law. The project for which this certificate is being issued
is house, deck and garage
The certificate is issued to Dominic Nicolazzi
aforesaid property.
Authorized Signature
owner of the
Albert J. Krupski, President
James King, Vice -President
Artie Foster
Ken Poliwoda
Peggy A. Dickerson
December 11, 2002
Catherine Mesiano, hic.
12 Mill Pond Lane
East Morches, NY 11940
O��gUFFO(Ireel
y�
N
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
RE: SCTM#78-7-9
Dominic Nicolazzi
Waterview Drive & Main Bayview
Southold, NY
Dear Ms. Mesiano:
Town Hall
53095 Route 25
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-1366
The Board of Town Trustees took the following action during a Regular Meeting, held on
November 20`h, 2002 regarding the above matter.
WHEREAS, Catherine Mesiano, Inc.. on behalf of Dominic Nicolazzi applied to the
Southold Town Trustees for a permit under the provisions of the Wetland Ordinance of the Town
of Southold, application dated October 30`h, 2002.
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
for their findings and recommendations, and
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
November 20`h, 2002 at which time all interested persons were given an opportunity to be heard,
and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standard set forth in Chapter 97-18 of the Southold
--
2
Town Code.
WHEREAS, the Board has determined that the project as proposed will not affect the health,
Safety and general welfare of the people of the town.
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees approved the application of DOMINIC NICOLAZZI
for a Wetland Permit to construct a 50'x115' irreg. two story house and attached garage —
45'x79' irreg. deck and inground pool, septic system, pervious driveway, site grading, two
proposed elevated walks, 3.5'x100' and 3.5'x60' both minimum 2-1/2' above grade and 4'x63'
fixed timber dock minimum 3.5' above grade with 4'x8' steps to grade — 3'x325' wood chip
paths.
BE IT FURTHER RESOLVED that this determination should not be considered a determination
made for any other Department or Agency, which may also have an application pending for the
same or similar project.
Fee must be paid, if applicable and permit issued within six months of the date of this
notification.
If inspections are required, at a fee of $5.00 per inspection (See attached schedule).
FEES: None
Very truly yours,
Albert J. Krupski, Jr.
President, Board of Trustees
AJK/cjc
cc DEC
Building Department
Board Of Southold Town Trustees
SOUTHOLD, NEW YORK
PERMIT NO.. __..._Aa1� DATE: ..Nov. 20th; 2002
ISSUED TO .................... DOMINIC.... NICOLAZZI..:................................ I.. ....... ......
Pursuant to the provisions of Chapter 615 of the Laws of
the State of New York, 1893; and Chapter 404 of the Laws of the
State of New York 1952; and the Southold Town Ordinance en-
titled ."REGULATING AND THE PLACING OF OBSTRUCTIONS
IN AND ON TOWN WATERS AND PUBLIC LANDS and the
REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS FROM
LANDS UNDER TOWN WATERS•,•..': and in accordance with the
Resolution of The Board adopted at a meeting held on .Nov. 20th
2002 and in consideration of the sum of ;.....200..00...... paid by
Catherine-Mesiano-on-behalf of- Dotnihid... Nk6lazzi......... '.... ,
of r ...East ... l3o-k-he.s,.._......__...._................... N. Y. and subject to the
Terms and Conditions listed on the/ reverse side hereof,
of Southold Town _Truttees authorizes anri permits the following:
Wetland Permit to construct a 50'x 115' itreg. two story house and attached garage — 45'x79'
irteg. deck and inground pool, septic system, pervious driveway, site grading, two proposed
elevated walks, 3.5'x 100' and 3.5'x60' both minimum 2-1/2' above grade and 4'x63' fixed
timber dock minimum 3.5' above grade with 4'x8' steps to grade — 3'x325' wood chip paths.
aY in accordance with the detailed specifications as presented in
the originating application.
IN WITNESS WHEREOF, The said Board of Trustees here-
by causes its Corporate Seal to be affixed, and these presents to
be subscribed by a majority of the said Board as of this date.
New York State Department of Environmental Conservation
Division of Environmental Permits, Region One
Building 40 - SUNY, Stony Brook, New York 11790-2356
Phone: (631) 444-0365 • FAX: (631) 444-0360
Website: www.dec.state.ny.us
PERMIT MODIFICATION
Dominic Nicolazzi May 29, 2003
81 Pineaire Avenue
Farmingville, NY 11738
Re: Permit # 1- 4738-02838/00001
Dear Mr. Nicolazzi:
s
v
Erin M. Crotty
Commissioner
Your recent request to modify the above permit has been reviewed pursuant to 6NYCRR Part
621 (Uniform Procedures Regulations). It has been determined that the proposed
modifications will not substantially change the scope of the permitted actions or the existing
permit conditions. Therefore, the permit is amended to authorize:,--
Change
uthorizer
Change in ownership and revised configuration of project, as shown on plans prepared by
Joseph A. Inc�egno, dated 1/23/02, last revised/1� 2/03, and stamped NYSDEC approved on
5/29/03.
This letter is an amendment to the original permit, and as such, shall be available at the job
site whenever authorized work is in progress.
All other terms and conditions remain as written in the original permit.
Very truly yours,
Mark C. Carrara
Permit Administrator
cc: MHP
C. Messiano
File
JEFFREY T. BUTLERS P.E.
20 OVERHILL RD.
SHOREHAMI, NEW YORK 1 1 786
63 1 -208-BBSO
LICENSED PROFESSIONAL ENGINEER
MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
December 28, 2004
Town of Southold
Building Department
Re: Nicolazzi
Waterview Drive
Southold, NY
S.C.T.M.# 1000-78-07-09
Permit # 30192-Z
Dear Sirs:
JUL 10
Please note the following concerning this application:
I have inspected and authorized the framing change from a 5 Y2" powerbeam to a 3 %z"
powerbeam at the stair opening from the foundation to the first floor.
Please call if you should have any
this application.
T. Butler�P.E.
JEFFREY T. BUTLER, P.E.
20 OVERHILL RD.
SHOREHAMp NEW YORK 1 1 786
631 -208-BB50
LICENSED PROFESSIONAL ENGINEER
MEMBER NATIONAL SOCIETY OF PROFEBBIONAL ENGINEERS
October 22, 2004
Town of Southold
Building Department
Re: Nicolazzi
Waterview Drive
Southold, NY
S.C.T.M.# 1000-78-07-09
Permit # 3&t92 --Z 3 16b S
Dear Sirs:
Please note the following concerning this application:
I have inspected the foundation (6/27/04) pursuant to the building code and find
that the work conforms to the plan as filed with this application.
• I have inspected the foundation damproofing (7/5/04) pursuant to the building
code and find that the work conforms to the plan as filed with this application.
• I have inspected the strapping and anchoring(10/8/04) pursuant to the building
code and find that the work conforms to the plan as filed with this application.
I have measured mean ridge height to the proposed finished grade and find that
dwelling meets the max height requirements as proposed.
Furthermore, in my professional opinion, the work in place conforms to the plans on file for
this permit.
Please call if you should have any additi^^.aheejjrams about this application.
j9
T
t
a
2 dam.
LL
2
2 9 2004
T. Butler/P.E.
JEFFREY T. BUTLERp P.E.
20 OVERHILL RD.
SHOREHAM, NEW YORK 1 1 786 A M4
631-20B-BB50 DECClr a
LICENSED PROFEEBIONAL ENGINEER
MEMBER NATIONAL BOCIET OF PROFEBBIONAL ENGINEERS -
December 2, 2004
Town of Southold
Building Department
Re: Nicolazzi
Waterview Drive
Southold, NY
S.C.T.M.# 1000-78-07-09
Permit # 39f92 -Z 3 I l.to'
Dear Sirs:
Please note the following concerning this application:
• I have inspected the foundation (6/27/04) pursuant to the building code and find
that the work conforms to the plan as filed with this application.
. I have inspected the foundation damproofing (7/5/04) pursuant to the building
code and find that the work conforms to the plan as filed with this application.
. I have inspected the strapping and anchoring(10/8/04) pursuant to the building
code and find that the work conforms to the plan as filed with this application.
• I have measured mean ridge height to the average existing grade and find that
dwelling meets the max height requirements as proposed.
Furthermore, in my professional opinion, the work in place conforms to the plans on file for
this permit.
Please call if you should have any additionalfabout this application.
T. Butler, P.E.
JEFFREY T. BUTLERS P.E.
20 OVERHILL RD.
SHOREHAM, NEW YORK 1 17B6
63 1 -ZOB-BB50
LICENSED PROFESSIONAL ENGINEER
MEMBER NATIONAL SOCIETY GF PROFESSIONAL ENGINEERS
October 22, 2004
Town of Southold
Building Department
Re: Nicolazzi
Waterview Drive
Southold, NY
S.C.T.M.# 1000-78-07-09
Permit # 39.1.92
Dear Sirs:
25
Please note the following concerning this application:
• I have inspected the foundation (6/27/04) pursuant to the building code and find
that the work conforms to the plan as filed with this application.
• I have inspected the foundation damproofing (7/5/04) pursuant to the building
code and find that the work conforms to the plan as filed with this application.
• I have inspected the strapping and anchoring(10/8/04) pursuant to the building
code and find that the work conforms to the plan as filed with this application.
Furthermore, in my professional opinion, the work in place conforms to the plans on file for
this permit.
Please call if you should have any additional concerns,atVt this application.
� S' cerely,
r.
7e Butler, P.E.
r a'1
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND [ J IN CATION
[ ]
FRAMING/ STRAPPING[ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
ki
DAfA, ,,d- Xd- CO w �-
DATE INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
] FOUNDATION 2ND [ ] INSULATION
]
FRAMING/ STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE 0-1'119 0� INSPECTOR U�
a-7 7 3 ��
76S-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
'g O
DATE 7� ( J 0-5� INSPECTOR ' s �
mw
JAL d�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
REMARKS:
DATE
INSPECTOR
[ ] FOUNDATION IST
[ROUGH PLBG.
[ ] FOUNDATION 2ND
[ ] INSULATION
1,4 FRAMING/ STRAPPING[
] FINAL
[ ] FIREPLACE & CHIMNEY
[ ] FIRE SAFETY INSPECTION
REMARKS:
DATE
INSPECTOR
FIELD
• INCION REPORT
DATE
COMMENTS
ATION (ISM
yro
r,
�o
FOUNDATION (2ND)
7
ROUGH FRAMING &
PLUMBING
O
UI
_
LIP.-
Is-
am_SINSULATION
INSULATIONPER N. Y.
STATE ENERGY CODE
y
-
FINAL
V1
O
ADDITIONAL COMMENTS
O
2
03 0
m
` o k .
.�
� y
O
z
x
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1 ra-
y
Il
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y
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER
STREET 2
VILLAGE
DIST.i
SUB. LOT
ZA /yl/q.
t 1 C'.lv
R ER OW Su a//�(�Oun
J S P�' skl
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E
fJo L)AL� dAl.
ACR.
00:
; 5.5 CA c. tz t.. -r
S 1
W
TYPE OF BUILDING
RES.
SEAS.
VL. 7&
FARM
COMM, B. MICS. Mkt. Value
LAND
IMP.
TOTAL
DATE
R"KS -
/ 6
44'7.3z
�- - >,,� (:;612k w. 4,I .
�1/f2. u,G[�n+. ve iPPs L i ,✓ �-/ � Swfl„/k�'a'u� Qa T Ze PoSK.
q 3—Lll�3l' llol- eb�oski'iasu`�Ik�ou��;.,-�txsale
craze r2
AGE
BUILDING CONDITION
NEW
NORMAL
BELOW ABOVE
FARM
Acre
Value Per
Acre
Value
Tillable
FRONTAGE ON WATER
Oat
Woodland
FRONTAGE ON ROAD
r�r L) t — O v a J
Meadowland
DEPTH
House Plot
BULKHEAD
Total
DOCK
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL '
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
Examined 1017 2003
Approved /.�/ 2-,20 03
Disapproved a/c
Expiration /Z200�
BUILDING PERMIT APPLICATION CHECKLIST
",,e� 3/W
PERMIT NO. ;2 }�3 ye
Building Inspector
Do you have or need the following, before applying`?
Board of Health
3 sets of Building Plans_
Planning Board approval
Septic
N.Y.S
Contact:
Mail to: i6\
Phone: (23\— (oS$-jo8b
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date
C �'��� (,-P 20 G 3
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 permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
k. k1�� A 1 )
(SiMature of applicant or ame, if p c rporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
(- \w r -c / < cz Q-:1
Name of owner of premises
(As on the tax roll or lat
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.
con-
t deed)
I. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section —j Q Block —1
Subdivision Filed Ma N-41 V
(Name)
F
o .
Lot
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 X Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost DIG O % O(Oe)
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 a
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. WP
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories Vac��s
\cam
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front '-� E Q�N Rear a Depth
Height a 0. Number of Stories a
9. Size of lot: Front � oC)Uk Rear = q b5 Depth-- 550'
10. Date of Purchase1(o�p3NameofFormer Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NOJI�-
13. Will lot be re -graded? YES X NO Will excess fill be removed from premises? YES_ NO
r' -'C y V'A-c
14. Names of Owner of premisesAddress Phone No. to3� �'t5'Scv
Name of Architect C�kkgc Address Phone No G 3t- ao $tSSU
Name of Contractor o V11 r Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
(O day of 0 20
MV Notary Public
LYNDA M. BOHN
NOTARY PUBLIC, State of NewYotk
No. 01B06020932
Qualified in Suffolk County
Term Expires March B, 20"
Signature of Lkpplicantv
JEFFREY T. BUTLERq P.E.
20 OVERHILL RD.
SHOREHAM, NEW YORK 1 1 786
63 1-ZDB-BB50
LICENSED PROFESSIONAL ENGINEER
MEMBER NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS
April 15, 2004
Town of Southold
Building Department
Re: Proposed Nicolazzi Residence
105 Waterview Drive
Southold Residence
Permit # 29934-Z Fan 31 lo(o
Dear Sirs or Madam:
As per your conversation with my client, Dominic Nicolazzi, I am writing to state that
in my professional opinion the attached site plan showing a smaller house and deck footprint,
rotated towards the North, is consistent with the DEC and Southold Town Trustees
approvals. Both agencies approved a 75' setback to the proposed structure from the
wetlands. I certify that the attached site plan proposes a distance of greater than 75' from the
wetlands to any proposed structure.
Please call if you should have any additional concerns about this application.
F�
'6 i 9i_ 4A
c Jef Bu er, P.E.
�»�tFSSIO�P� ,�°
II
I
REScheck Compliance Certificate
Permit Number
Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1
Data filename: C:\Documents and Settings\JEFF\Desktop\MISC_JOBS\Misc Jobs 2003\030056-nicolazzi\FINAL SET\nicollazi.rck
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non -Electric
DATE: 10/02/03
DATE OF PLANS: 10/1/03
PROJECT INFORMATION:
Proposed Nicolazzi Residence
Waterview Drive
Southold, NY
COMPLIANCE: Passes
Maximum UA = 691
Your Home UA = 589
14.8% Better Than Code (UA)
Furnace 1: Forced Hot Air, 84 AFUE
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 Profess" o al has stamped and
signed this page, they are attesting that to the best of his/her knowledge, belief, and professional jud or
specifications are in mpliance with this Code.
F✓ caSP P� i T
Builder/Design Date .7
<�
t J
1 c� ,73493
c," FESS°,OhP .E°
Gross
Glazing
Area or
Cavity
Cont.
or Door
Perimeter
R -Value
R -Value
U -Factor
UA
Ceiling 1: Flat Ceiling or Scissor Truss
2180
30.0
0.0
76
Wall 1: Wood Frame, 16" o.c.
2204
15.0
0.0
120
Window 1: Vinyl Frame:Double Pane with Low -E
408
0.340
139
Window 2: Vinyl Frame:Double Pane with Low -E
152
0.340
52
Door 1: Glass
84
0.240
20
Wall 2: Wood Frame, 16" o.c.
1426
15.0
0.0
110
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space
2180
30.0
0.0
72
Furnace 1: Forced Hot Air, 84 AFUE
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 Profess" o al has stamped and
signed this page, they are attesting that to the best of his/her knowledge, belief, and professional jud or
specifications are in mpliance with this Code.
F✓ caSP P� i T
Builder/Design Date .7
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REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release 1
DATE: 10/02/03
Bldg
Dept
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation
Comments:
I
Above -Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation
Comments:
[ ] 2. Wall 2: Wood Frame, 16" o.c., R-15.0 cavity insulation
Comments:
I
Windows:
[ ] 1. Window 1: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340
For windows without labeled U -factors, describe features:
# Panes_ Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
[ ] 2. Window 2: Vinyl Frame:Double Pane with Low -E, U -factor: 0.340
For windows without labeled U -factors, describe features:
# Panes_ Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
I
Doors:
[ ] 1. Door 1: Glass, U -factor: 0.240
Comments:
Floors:
[ ] 1. Floor 1: All -Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Furnace 1: Forced Hot Air, 84 AFUE or higher
Make and Model Number
I
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.
I
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.
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:
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.
Temperature Controls:
Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
Electric Systems:
Separate electric meters are required for each dwelling unit
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.
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.
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 T or chilled fluids below 55 T must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Table 2: Minimum Insulation Thicknessfor 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
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant,
and Brine
201-250
1.0
Insulation Thickness in Inches by Pipe Sizes
Heated Water
Non -Circulating Runouts
Circulating
Mains and Runouts
Temperature ( F)
Up to 11,
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 Thicknessfor 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
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant,
and Brine
201-250
1.0
1.5
1.5
2.0
120-200
0.5
1.0
1.0
1.5
Any
1.0
1.0
1.5
2.0
40-55
0.5
0.5
0.75
1.0
Below 40
1.0
1.0
1.5
1.5
NOTES TO FIELD (Building Department Use Only)
_..,,,L �N dY
cg ai
7_
' FROM : C MESIAND INC
FAX NO. : 631-878-8951 Jun. 12 2003 11:08AM P1
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
DEC PERMIT NUMBER EFFECTIVE DATE
1.4738-02838/00001ChA ril. 18 2001
FACILITY/PROGRAM NUMBERS) PERMIT EXPIRATION DATE(5)
Under the Environmental
Conservation Lau April 18, 2005
TYPE OF PERMIT ■ Now ❑ Renewal ❑ Modification ■ Penait to Construct ❑ Permit to Operate
❑ Artie LC 15, Title 5: Protection ❑ 6NYCRR 6DS: Water guatitY ❑ Article 27, Title 7; 6NYCRR
of Waters Certification 360: Solid Wast$ Monegement
❑ Article 15, Title 15; Water ❑ Article 17, Titles 7, 8- SPDES ❑ Article 27, Title 9: 6NYCRR
supply 373; Hazardous Waste Management
O Article 19: Air Pollution
❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion
Transport Management
❑ Artict• 23, Title 27: Mined
❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36; Ftoociptain
Island Wella 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
TELEPfIONE NUMBER
Estate of J. 2ebrowski
(631) 765.9283
ADDRESS OF PERMITTEE
C/o Jewell Gonzalez Estate of J. 2ebrowskl
1380 Waterview Drive Southold NY
11971
CONTACT PERSON FOR PERMITTED WORK
ELEPHONE NUl18ER
F:631)
erine Mesiano Inc., 12 Mill Pond Lane,
East Moriches, NY 11940
878-8951
AND ADDRESS OF PROJECT/FACILITY
te of J. xebrowski property, northwest
corner of Waterview Drive and Main Ba
iaw Road Southold
TION OF PROJECT/FACILITY
F
01000.78-7-9
TY
TOUR
WATERCOURSE
NYTM COORDINATES
Suffolk
Southold
Goose Creek
DC8CRIPTION OF AUTHORIZED ACrTMTY:
Construct a single family dwelling, septic system
and driveway. All work is to be done in accordance with the attached plans stamped
NYSDEC approved.
By acceptance of this permit, the Permittee agrees that the permit is contingent Leon strict compliance with the
ECL, aLl applicable regulations, the General Conditions specified (see page 2 i 3) and any special Conditions included as
part of this permit.
PERMIT ADMINISTRATOR:
ADDRESS
Mark C. Carrara (CIN) Bldg. 040, SUNY Stony Brook, NY 11790-2356
AUTHOR12ED SIGNATURE / j DATE
// Page 1 of 4
• JUDITH T. TERRY
TOWN CLERK
ItEGIsrRAR OF VITA, STATISTICS
MARRIAGE OFr1CIZR
RECORDS MANAGEMENT OFriCER
FREEDOM OF INFORMATION OFFICER
a4 �t9 �,) 93Y
Y T + •n H;dl (IDS Maw Road
P.O. Roy 117<1
Southold. Ne, ,wk 11'171
Fax ($161 765-1927
Telephone 1516) 18O1
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE
SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993_
RESOLVED that the Town Board of the
Town of Southold hereby adopts
two (2) new
forms to be used under the
Flood Damage
Prevent regulations
of the Code
of the Town of Southold:
"Floodplain
Development Permit
Application"
[FDP(93)], and "Certificate
of Compliance
for Development in
Special Flood
Hazard Area [C/C(93)).
�hf_�
Southold Town Clerk
August 25, 7993
APPLICATION A,—
PAGE
PAGE I of 4
TOWN OF SOUTHOLD
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate.
SECTION 1 GENERAL. PROVISIONS (APPLICANT to read and sittn)�
1. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re -issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
5. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill lou, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8 I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
THIS APPLICATION ARE, TO THE
EBW
BEST OF MY KNOLEDGE, TRUE AND ACCURATE.
(APPLICANT ) YS SIGNATUREt"" j_^" DATE—LZ
Z (7 V 3
SECTION 2• PROPOSED DEVELOPMENT (To be completed by APPLICANTI
BUILDER S t %311 732
IcaI-r,>.,_�r ..,.4 7 Clop —
S -OV S
-2y
a)�Z�3-88Sv
To avoid delay in processing the application, please provide enough information to easily identify the project
location. Provide the street address, lot number or legal description (attach) and, outside urban areas. the
distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing
the project location would be helpful.
Sc Tt,,74� /00c – %Q — 7 –1
co2�v car wr+i4�v ti ry2tt/ Q �nisi�v/3s��v �w /�o9/J
'S TNoc()
FDP(93)
APPLICATION
PAGE 2 OF n
DESCRIPTION OF WORK (Check all appbcablc boxes).
A. STRUCTURAL. DEVELOPMENT
ACTIVITY STRUCTURE TYPE
O -New Structure
19 -Residential (1-4 Family)
❑ Addition
❑ Residential (More than 4 Family)
❑ Alteration
❑ Non-residential (Floodproofmg? ❑ Yes)
❑ Relocation
❑ Combined Use (Residential & Commercial)
❑ Demolition - R
❑ Manufactured (Mobile) Home (in Manu -
0 Replacement
factured Home Park? ❑ Yes)
ESTIMATED COST OF PROJECT
B. OTHER DEVELOPMENT ACTIVITIES:
O -Fill ❑ Mining ❑ Drilling a Grading
❑ Excavation (Except for Structural Development Checked Above)
❑ Watercourse Alteration (Including Dredging and Channel Modifications)
❑ Drainage Improvements (Including Culvert Work)
❑ Road, Street or Bridge Construction
❑ Subdivision (New or Expansion)
AIndividual Water or Sewer System
❑ Other (Please Specify)
After completing SECTION 2, APPLICANT should submit form to Local Administrator for review.
SECTION 3 FLOODPLAIN DETERMINATION fFo be completed by LOCAL ADMINISTRATOR)
The proposed development is located on FIRM Panel No. . Dated
The Proposed Development:
❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED) -
0 Is located in a Special Flood Hazard Area.
FIRM zone designation is
100 -Year flood elevation at the site is: - Ft. NGVD (MSL)
❑ Unavailable
❑ The proposed development is located in a floodway.
FBFM Panel No. Dated
❑ See Section 4 for additional instructions.
SIGNED
APPLICATION N
PAGE 3 OF a
SECTION < ADDITIONAL INFORMATION REQUIRED (To be completed by LOCAL ADMINISTRATORI
The appGcam must submit the documents checked below before the application can be processed:
❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development.
❑ Development plans, drawn to scale, and specificatipns, including where applicable: details for
anchoring structures, proposed elevation of lowest floor (including basement), types of water
resistant materials used below the fust floor, details of floodproofmg of utilities located below
the first floor and details of enclosures below the first floor.
0 Subdivision or other development plans (If the subdivision or other development exceeds 50
lots or 5 acres, whichever is the lesser, the applicant must provide 100 -year flood elevations
if they are not otherwise available).
❑ Plans showing the extent of watercourse relocation and/or landform alterations.
❑ Top of new fill elevation Ft. NGVD (MSL).
Ft: NGVD MSL. For
❑ FloodprooCmg protection level (non-residential only) (MSL).
floodproofed structures, applicant must attach certification from registered engineer or
architect.
0 Certification from a registered engineer that the proposed activity in a regulatory floodway
will not result in any increase in the height of the 100 -year flood. A copy of all data and
calculations supporting this finding must also be submitted.
SECTION
SECTION 5 PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATQM
I have determined that the proposed activity. A. O Is
B. O Is not
in conformance with provisions of Local Law #_, 19_ The permit is issued subject to the conditions
attached to and made put of this permit-
SIGNED
ermit
SIGNED
DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated
fee.
if BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may
revise and resubmit an application to the local Administrator or may request a hearing from the Board of
Appeals.
APPLICATION a
PAGE a OF a
APPEALS: Appealed to Board of Appeals? Q Yes ❑ No
Hearing date:
Appeals Board Decision --- Approved? ❑ Yes ❑ No
SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete 1 or 2 below.
1. Actual (As -Built) Elevation of the top of the lowest floor, including basement in Coastal H]Ph Hazard
Areas , bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSL).
2. - Actual (As -Built) Elevation of floodproofmg protection is FT. NGVD (MSL)
NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant
SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR)
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to
ensure compliance with the community's local law for flood damage prevention.
INSPECTIONS: DATE
BY
DEFICIENCIES?
❑ YES
❑ NO
DATE
BY
DEFICIENCIES?
❑ YES
❑ NO
DATE
BY
DEFICIENCIES?
❑ YES
❑ NO
SECTION 8: CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR)
. Certificate of Compliance issued: DATE BY:
Attachment B
SAMPLE
CERTIFICATE OF COMPLIANCE
for Development in a Special Flood Hazard Area
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA
(OWNER MUST RETAIN THIS CERTIFICATE)
PREMISES LOCATED AT:
OWNERS NAME AND ADDRESS:
PERMIT NO.
PERMIT DA'
CHECK ONE:
❑ NEW BUILDING
❑ EXISTING BUILDING
❑ VACANT LAND
THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
C/C(93)
N 05'10'26"
3-193'
h y
1 \
1 \
y 1 \
1
I
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\
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Q / \
I `
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/
COASTAL BARRIER
IOENTIFIEU 11-16-90
ap
pU
I
�2 I
OUTLINE OF DEC
-
APFROVAL
FROM FLAN5 BY
)SEEN A. INEE6NO,
5. OATBD 1123/02
F.F. =
6.F =
-4f
HOLE
/
J /
/
/
/
/
/
/
SITE DATA:
015T: 1000 5EG: 78 BLOGK 07 LOT: 09
AREA OF 51TE: 235614.84 SOFT. = 5.409 AGRES
51TE PLAN BA5ED ON 5URVEY BY:
JOSEPH A. INOEONO
LAND SURVEYOR
1380 ROANOKE AVENUE
P.O. BOX 1931
RIVERHEAD, NY 11901
TEL.: (651) 727-2090
FAX: (631) 727-1727
Tr -5T }-TOLE DATA
(TEST HOLE DUG BY MLUONALD 5EOSGIENOE ON FEBRUARY 4, 1999)
J'
RK BROWN LOAM OL
2'
AY GLAYEY SAND 5G
V
SHR IN BROWN SILTY SAND 5M
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IT
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ENGINEER
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ply
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JEFFREY T. BUTLER. PE.
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FACE:
1
of I
TABLE R30L4
WIND
MINIMUM UNIFORMLY DISTRIBUTED
LOADS IPSiJ
USE
LIVE LOAD
EXTERIOR BALCONIES
60
DECKS
40
PASSENGER VEHICLE GARAGES
50
ATTICS WITHOUT STORAGE
10
ATTICS WITH STORAGE
20
ROOMS OTHER THAN SLEEPING ROOMS
40
SLEEPING ROOMS
30
STAIRS
40
GUARDRAILS AND HANDRAILS
200
4
n
DESIGN CRITERIA
K
*THESE PLANS 4RE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)#
GROUND
WIND
DETIL SHEET FOR
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
H WID CONNECTION
rREIQUIR:E'r-fENTS
FLOOD
LIVE
DEAD
ROOF UPLIFT LOAD
WALL SHEATHING
USE/
OCCUPANCY
HEIGHT
OPENING PROTECTION BT
TYPE OF
SPEED
WOOD STRUCTURAL PANELS
FROST
PERSUANT TO 1609.1.4, SEE
FA5TENIN6 SCHEDULE ON
DETAIL SHEET IN THIS SET
- -
DESIGN CRITERIA
K
*THESE PLANS 4RE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)#
GROUND
WIND
SEISMIC
SUBJECT TO DAMAGE FROM
WINTER
DESIGN
ICI SHIELD
UNC?RLAYMENT
FLOOD
LIVE
DEAD
ROOF UPLIFT LOAD
WALL SHEATHING
USE/
OCCUPANCY
HEIGHT
FIRE AREA
TYPE OF
SPEED
EXPOSURE
FROST
SNOW
DESIGN
LINE
U
M
W
tin
Qtu
MASONRY CHIMNEY
L [` ' I
LOAD
(MPH)
CATAGORY
CATAGORY
WEATHERING
DEPTH
TERMITE
DECAY
TEMP
FLeE ED
HAZARDS
LOAD
LOAD
SUCTION LOAD
CLASSIFICATION
CONSTRUCTION
MODERATE
5LIGHT TO
'!
FROM 1995
PERIMITER EDGE ZONE - 33.2 pef
EDGE ZONE • 75.6 p,F
FIRST FLOOR • 7311 SOFT.
45 per
170
B
G
SEVERE
48"
70 HEAVY
I MODERATE
II
I: YE5
FIRM MAPS
40 PeF
70 pef
INTERIOR ZONE • 76.6 Pef
INTERIOR ZONE • I0A pef
R-3
33'9"
SECOND FLOOR • 1496 SOFT
TYpE V
FRONT ELEVATION
Solmi,
�I ■I I � ■.� . '■ i� _I ---'—III
IIII IIiI VIII III II
1
I
REAR ELEVATION
t
O
m
CONT RIDGE VENT
I
U
M
W
tin
Qtu
MASONRY CHIMNEY
L [` ' I
I-5.11_
- - .- - -- -' - :- .-__ __- -� _- - -
___ - --
IN
■
-- -
�_
�
--
�._ - _ —_ ___
-
—
_ -
- ,C ASPHALT SHINGLES iYP
MEN
-..- '
T r
_` -- ' :� — _` - - — - - __ ---
—
_
X6 FASCIA BD. _ _
-
--IX8
FRIEZE BD
r
IXIO RAKE BO
e
ii
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-
■
In
Ali■ ■� ■�i
-
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77
LLiT
L.
3--7
7
-
CEDAR 5HINGLEB TYP.
-
—
-
_
7711
C
— —
FRONT ELEVATION
Solmi,
�I ■I I � ■.� . '■ i� _I ---'—III
IIII IIiI VIII III II
1
I
REAR ELEVATION
t
NOTE: SEE PAGE & OF 6 FOR DEMONSTRATION
OF CONFORMANCE TO HEIGHT REQUIREMENTS
PERSUANT TO SOUTHOLD TOWN CODE
I
PLUMBER CERTI _(CATION
ONLEADCONTFI L,,r :NE
CERTIFICATE 0= (JGCUnA'VCY
SOLDER USED IN 14 ATL R
SUPPLYSYSTEMCANN, T
EXCEED 2/10 OF 1% L EAU.
PLUMBING
ALL PLUMBING WASTE
6 WATER LINES NEED
TESTING BEFORE COVERING
CERTIFICATION OF pp NOT PROCEED WITH
NAILING & CONNECTIONS FRAMING UNTIL SURVEY
REQUIRED. OF FOUNDATION LOCATION
HAS BEEN APPROVED.
OCCUPANCY OR
All 0ONSTRUCTIONSHALL USE IS UNLAWFUL
MEET THE REOUIREMENTS OF THE
COOES OF NEWYORK STATE: WITHOUT CERTIFICATE
OF OCCUPANCY
COMPLY WITH ALL CODES OF
NEW ]RK STATE & TOWN CODES
ASF.-UIREDAND CONDITION$OF APPROVED AS NOTED
4. BOUTHOLDTOWNZBA �104,DATE; e 3 B.P.I -2 e
IWSOUTHOLD TOWN PLANNING BOARD FEE: A 7tD BY:
SOUTHOLD TOWN TRUSTEES NOTIFY BUILDING DEPARTMENT AT
/ 765.1602 6 AM TO 4 PM FOR THE
N.Y.S. DEC FOLLOWING INSPECTIONS:
UNDERWRITERS CERTIFICATE 1 FORNPOUR D CONCRETEUIRED
REQUIRED 2. ROUGH - FRAMING & PLUMBING
S. INSULATION
LL�� AiLT
4. FINAL - CONSTRUCTION MUST
nOOD ZONE- a1=� ALL BE COMPLETE FOR C.O.
CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
COMPLY WITHGHAPTER"4Ei„
FLOOD DAMAGE PREVENYORK STATE. NOT RESPONSIBLE FOR
TION
DESIGN OR CONSTRUCTION ERRORS.
■ r-
I
N
m
U
M
W
tin
Qtu
IN
■
i
MEN
e
ii
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■� ■I
-
■
In
Ali■ ■� ■�i
NOTE: SEE PAGE & OF 6 FOR DEMONSTRATION
OF CONFORMANCE TO HEIGHT REQUIREMENTS
PERSUANT TO SOUTHOLD TOWN CODE
I
PLUMBER CERTI _(CATION
ONLEADCONTFI L,,r :NE
CERTIFICATE 0= (JGCUnA'VCY
SOLDER USED IN 14 ATL R
SUPPLYSYSTEMCANN, T
EXCEED 2/10 OF 1% L EAU.
PLUMBING
ALL PLUMBING WASTE
6 WATER LINES NEED
TESTING BEFORE COVERING
CERTIFICATION OF pp NOT PROCEED WITH
NAILING & CONNECTIONS FRAMING UNTIL SURVEY
REQUIRED. OF FOUNDATION LOCATION
HAS BEEN APPROVED.
OCCUPANCY OR
All 0ONSTRUCTIONSHALL USE IS UNLAWFUL
MEET THE REOUIREMENTS OF THE
COOES OF NEWYORK STATE: WITHOUT CERTIFICATE
OF OCCUPANCY
COMPLY WITH ALL CODES OF
NEW ]RK STATE & TOWN CODES
ASF.-UIREDAND CONDITION$OF APPROVED AS NOTED
4. BOUTHOLDTOWNZBA �104,DATE; e 3 B.P.I -2 e
IWSOUTHOLD TOWN PLANNING BOARD FEE: A 7tD BY:
SOUTHOLD TOWN TRUSTEES NOTIFY BUILDING DEPARTMENT AT
/ 765.1602 6 AM TO 4 PM FOR THE
N.Y.S. DEC FOLLOWING INSPECTIONS:
UNDERWRITERS CERTIFICATE 1 FORNPOUR D CONCRETEUIRED
REQUIRED 2. ROUGH - FRAMING & PLUMBING
S. INSULATION
LL�� AiLT
4. FINAL - CONSTRUCTION MUST
nOOD ZONE- a1=� ALL BE COMPLETE FOR C.O.
CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
COMPLY WITHGHAPTER"4Ei„
FLOOD DAMAGE PREVENYORK STATE. NOT RESPONSIBLE FOR
TION
DESIGN OR CONSTRUCTION ERRORS.
■ r-
I
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M
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tin
Qtu
PAGE:
e
I Of rO
b—
-71
I t .TLL J
11 L T 1 -
�I�r'iL1�- - - -
RIGHT SIDE ELEVATION
MEAN HEIGHT
(100-13 DEFINITIONS)
e
r
_ G TYPI
_ -
IO" RND CEDAR
.AlL, OMITTED I I - -
FIq'MO VIE01 - -
AvE. EXIST, GRADE • ELE 9.6
SLAB - ELE 8.1
LEFT 6117E ELEVATION
l
1112 MASONRY CNIMNEI"
l I Tf
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14
X Z LL
RIGHT SIDE ELEVATION
MEAN HEIGHT
(100-13 DEFINITIONS)
e
r
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IO" RND CEDAR
.AlL, OMITTED I I - -
FIq'MO VIE01 - -
AvE. EXIST, GRADE • ELE 9.6
SLAB - ELE 8.1
LEFT 6117E ELEVATION
l
1112 MASONRY CNIMNEI"
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I
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WAGE:
2 of (o
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pm
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FOUNDATION PLANSEE
OR
_._
3"
nve" TA
•
550 FJ 16"IO.L.
I
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INTERCONNECT PER CODE
TYP.µma
m
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PLUMBING RISER DIAGRAM (NTS)
0
2..
3'
FAI
i
i
G.O. C.O.
TO AN APPROVED
SANITARY SEPTIC SYSTEM
CAST IRON
HOUSE TRAP
I
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a
78' 2"
13'4" 64' 10"
6' 8" 6' 8" � 28' 0" � 7' 1011 12' 6" 16' 6"
P
15" DIAMETER P.G.
FOOTING TO SUITABLE
17' U" 8' b" SOIL OR 48" BELOW GRADE
TYPICAL
----------------
2-2X10 GCAS" P.C. FOUNDATION WALL
R q
a ON 30" WIDE X 15" DEEP
SHIM TO BOTTOM ;-STEEL - n p P.O. FOOTING. PROVIDE
WITH CMU AND MORTAR o 'x 4--4 BARE CONT REBAR
p • F, , IN FOOTING
PROVIDE CMU ANV.HORTAR Yo &6x IDLEDG8l'� fR'b___________________________________________________.__________________________I
• • • • + , G BOLI • - • • • •I • • • +__ __ _ _____ _ _ _______
FILL IN A_6 RFAWR _ __ naD CCA LEDGER _
I i ' ! � 30310 30310 30310 I I
' .___________ __,._____ ' ___i � - JT SOLD GROUTSOLID
r I -_ _-_ 1 Y B. + Y • ----------------------------------
-----------
T
i _ �_____•__ I r __ _ ./, - BEAM PO ET T_____________________________ __i
• YDLKET 1 GROUT 50Y10
I / ' L. ' K METAL D G NG 1 BE POLKET SEAQ F31OLID LLI r
I q
U�IryH �'. G. SLAB A 01•� R C�pOURED GONG. SLAB - 3000
-_______________________� _________, , / IIX r c IX �.r ,u = { �'rUl FI 'c -'rte
30310 r c ry J ,
• • • i • • , • 1 I� y dI I p E I C W/ 6 MIL. POLY, 1 6X6 WWM J 0 ' • i
DW WALL W/ 5/6' GWS I
I , 5"_" a i $' 7 d $' U" a r m r - 4" CRUSHED STONE OVER COMPACTED L , I i
b�sr------ ------BEA, POCK --- 1 r I N BATE CID xX4 LLd SHOE
i SEE CRO56 SECTION I l a INSULATE R-15� ;
GROUT SOLID 1,p '
F` r.o BOLT CONNECTION 1 I% X
I Y• 3
BOTTOM QF BEAMS v
ARE FLUE�1 I .J-1�_ i .- _r__+ j E r 1 p a U LL
P. m Y
4" STEEL COLUMN ON Oar- 1
> I W 12 x 46 L m I m p o 'i '
—ti- 30" T 30" X 36" DEEP J W
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30310 II T/8" T'1960
__________________________
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FOUNDATION PLANSEE
OR
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•
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TYP.µma
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PARTITIONS TYP.
UNDER PAR PARTIIONS
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ON OCT.BSIDES, ]x4 CGA SuOE I 1 1 I
•_____a 1 T___• _ 1 O
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SOLID MASONRY PIER A I -i' ELEvi4TE BURNER UNITS A -PROVIDE 5/8" F.O.
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i 1 IB" ABOVE SLAB CODE I, F I L I _ GW9 ON WALLS AND i "' i i
WITH T.C. FLUES FOR FURNACE I = 1 -
AND HOT WATER HEATER i Q HWH PROWIDE 5/8" F ro I .0 CEILING PER CODE
MASONRY FIREPLACE AND • , 1 GW0 PER CODE r �` 4" POURED GONG. 5LL45 - 3000 P.S.I. r= III
CHIMNEY ABOVE ; - �CE , _ - i-11 (f FI X- , x
VERIFY SIZE OF FLUES REOWIRED • I 1 1 6 HIL. POLY, 4 6X6 WWM I '
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• 1 i o I $ J. I IPUJ�
SEE CROSS SECTION
I • I p o �, m I
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i- - BEA" POCKET R BEAM II, OLI I ,f,ET
GROUT SOLID I - li_ GRWT 1: ROUT SOLI
MEGHANIG'AL 1 m , M I -------------- -
' __ G__a_____________________________ _ F•
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ROOM ' . _ . ':. '+ '. 215 GALLON 2l5 GALL .. .. . -- _ - _ .. .. • -
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8' 6" T 10" ` T 10 8,6" 7-3" 7' $" T 4"
♦
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h
C
FOUNDATION PLANSEE
OR
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REOUIREMENT5
SMOKE DETECTOR
IS
INTERCONNECT PER CODE
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PAGE:
3 of &
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PAGE:
3 of &
EGRESS CODE
RR31011 HIn!mue opening arae 411 emergency escape and re cue
opening. .Hall H.ve a minimum net clear oP.W'53 or 5.7 .gl.me Fee! 10 530.
ml
EXCEPTION G'�de door apemnga .hall nlnlmum net elver
opening or 5 eq ere Feet IO 465 m2'
RR310 I5 Mlnllmum opening nelgnt The mm mum net c'ser opening He,gnt 11
.Nell be 24 [,.he. (610 me'
RR31013 Mlnlmum opening uldtl- The .'—um net Gear open ng width 1
.ha0 be 20 Inchae (508 mml,
RR31o'l 4 Oparotlonal .on etrelnte. Emergency aecape and ewde
openinge .hell be opereuonal from the ".lde or the room without the ue
or keye or tools.
WINDOW AND DOOR
(INCLUDES ATTIC)
PRODUCT CODE
R.O.
SIZE
Tl\3115]-1
(HXW)
HINGE DIRECTION
REVERSED
COUNT
TYPE
SHUTTER
SIZE
(HXW)
COMMENTS
-
_ v
H 48A'FF
d
T
p
B O" CLG NGT
BEDROOM
02
T\A'JUJb
�t
�
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.fRR�I✓, R
R I V
1
TW3046-2
4'
8
1/8''
x
6'
3 5/16"
NN
NA
I
WINDOW
4'
10 1/8"
x 6'
l 5/16"
MEETS
EGRESS
CODE
TW3046
4'
8
7/E31'
x
3'
1 5/8"
N
NA
l
WINDOW
4'
10 1/81'
x 3'
6 1/8°
MEETS
EGRESS
CODE
TW3046
4'
8
T/4511°
x
31
1 5/811
N
NA
2
WINDOW
4'
1 11411 x
3' 6
1/811
MEETS
EGRESS
CODE
TW3046
4'
8
7/4�I1"
x
31
1 5/8"
N
NA
5
WINDOW
6'
10 1/8"
x 31
6 1/8°
MEETS
EGRESS
CODE
TW3052-3
5'
4
l/EII,"
x
9'
511
NNN
NA
I
WINDOW
5'
4 1/5"
x e' 5"
MEETS
EGRESS
CODE
12XBO SLIDING FRENCH 2
6'
2"
1
or waw r
� H
NN
YES
I
SLIDING DOOR
6'
10" X 6'10"
MEETS
EGRESS
CODE
24X36 OVAL
31
011
x I2� O"
N
NA
I
WINDOW
3'
4" x 2'
4"
i
11:5ULATE R 15
V
r
I
I
JEFFREY T. BUTLER, P.E.
I
I
m
________________
_
______________________________LL
AW251-3
2'
411
x 7 O"
NNN
NA
I
WINDOW
2'
4" x -1'
4"
Z
AN31
31011
x ;?4"
_
I
N
NA
2
WINDOW
3'
8" x 2'
B"
1
0
n
-
I
WLu
z m
n
o
I
VERIFY ALL ROUGH OPENINGS WITH 1ANUFACTURER
WINDOWS ARE TO MEET DESIGN PREiSSURE OF 40 PSI
AND TO HAVE A U VALUE OF .34 1
N n" 12 I I'
Yfi" nv' o'I1"
SECOND FLOOR PLAN
LIVING AREA = 1432 SQ FT
UNFINI5HED AREA = 150 SQ FT
SMOKE DETECTOR
INTERCONNECT PER CODE
4x4 POST 4 6HOR
PER DETAIL Ill TYP
1!
2-2X10 HDR
U O
0
BAL ON'Ir' (SU
� v 5/4" X 6" DECKING
m.PROVIDER IL PER CODE
X
=HG I 06L
3 2XI HDR, 111
4 l'
SITTING. RI)OM
80" CLG, HIa T.
=G r 6 b" I FRENSrH GCO
0
11
X III"
r_
2-2x10 FLUSH IDR
W
0
u
YI
a
Q I
a
2-2x10
4" U'
IH" 0
113' "U
I AA 1046 '_
BEARING WALL
Tl\3115]-1
O
U
W
2-1 3l4' x 9 1/4" FI.L HDR
MASTER BATH
Mimi
— CLG CT
°ASTER
BEDRO M
_ v
H 48A'FF
d
CLO,
p
B O" CLG NGT
BEDROOM
02
T\A'JUJb
�t
�
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.fRR�I✓, R
R I V
1
80' CLG NGT
Ko
m �
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m
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X
�n
LL
U
wn
"
2x12 F IU G
2x10 R.
p
0
ml
LO,
F—
BEARING WALL
4"I"J"
—
2-2xk,
14DR, 2-2xlp HDR.
SPACE
Lu
W.LG. W�LG.
TV.W3Wb
1
3046
MIF'
Yfi" nv' o'I1"
SECOND FLOOR PLAN
LIVING AREA = 1432 SQ FT
UNFINI5HED AREA = 150 SQ FT
SMOKE DETECTOR
INTERCONNECT PER CODE
4x4 POST 4 6HOR
PER DETAIL Ill TYP
1!
2-2X10 HDR
U O
0
BAL ON'Ir' (SU
� v 5/4" X 6" DECKING
m.PROVIDER IL PER CODE
X
=HG I 06L
3 2XI HDR, 111
4 l'
SITTING. RI)OM
80" CLG, HIa T.
=G r 6 b" I FRENSrH GCO
0
11
X III"
r_
2-2x10 FLUSH IDR
W
0
u
YI
a
Q I
a
2-2x10
4" U'
IH" 0
113' "U
I AA 1046 '_
BEARING WALL
J
/
O
LO
W
vER'F' 5ZE
MASTER BATH
Mimi
— CLG CT
p
80 CLG Hs-
_ v
H 48A'FF
d
CLO,
R
VENT T
BEDROOM
02
T\A'JUJb
TWANh
�
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R I V
U
80' CLG NGT
Ko
m �
m
I
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LL
I
wn
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2x12 F IU G
2x10 R.
p
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0
BORED HOLE
DIAMETER 601
OF STUD DEPT
5/e" MIN. TO E
NOTCH MUST N
40% OF STUD
O
14%2 BUT NEED NOT
E 40P IS FT, MAX.
FOUNDATION CLEARANCE FROM SLOPES
FIGURE 8403.1.1.1
STUD
9/0" MIN. TO EDGE
BORED HOLM SHALL NOT
BE LOCATED IN THE 8,411E
CRO" SECTION OF CUT OR
NOTCH IN STUD
NOTCHING AND BORED HOLE LIMITATIONS
FOR INTERIOR NONBEARING WALLS
(WFCM 1995 SBC HIGH WIND EDITION, 3.4,3.1.1)
TOP PLATES
BORED HOLE MAX
DIAMETER 40%
OF STUD DEPTH
5/e" MIN, TO EDGE
STUD
5/8" MIN. TO EDGE
EXTERIOR OR BEARING WALL
NOTCH GRE
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TOP
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LI
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"7x4 CONTw-'Ous%
LATERAL BRACP.. AT 6' O.L.
TRUSS OR CEILING JOIST
2-106 NAILS
( GABLE END TRUSS -T
14/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O.C,�4
EXCEED 40 FT. MAX.
2"x4" BLOCK NAILED TO EACH -
BRACE WITH 4-1041 NAILS
/J
GYPSUM BOARD)
9d COOLER NAIL$ AT T" D.C. 90 GAUGE STRAP
10-Od NAILS ry
to GAGE (0.004') AND L5" WIDE
METAL TIE ACROSS AND TO EACH
SIDE OF T14E NOTCH WITH S -16d
NAILS EACH SIDE
TOP PLATE FRAMING TO ACCOMMODATE PIPING
NOTCH MST NOT EXCEED
25% OF STUD DEPTH
NOTCHES SHALL NOT BE
LOCATED IN MIDDLE CNE -THIRD
OF STUD LENGTH
IF HOLE IS BETWEEN 40% AND 60%
BORED HOLE$ SHALL NOT OF STUD De -PT-:. THEN 8TUO `1UST BE
BE LOCATED IN THE SAME DOUBLE AND 40 MORE THAN TWO
CR0E.8 SECTION OF CLT OR SUCCESS VE 8T275 ARE .^�CJ[BLED
NOTCH IN STUD AND SO BOR®
NOTCHING: AND BORED HOLE LIMITATIONS
FOR EXTERIOR WALLS AND BEARING WALLS
(WFCM 1995 SBC HIGH WIND EDITION, 3.4,1,1,1)
TOP PLATE
BOTTOM
TOP PLATE
BAND JOIST
OR BLOCK[
31" PLATE -
RAFTERS AND GEEING
J018T8 OR APPROVED
ROOF TRUSS
SECOND STORY
JOIST IS PERMITTED TO
BE CUT OR NOTCHED
FLOOR JOIST- BETWEEN THESE LIMITS
SEE DRILLING AND
NOTCHING PROVISIONS
WFCFI SECTION
BAND JOIST
OR BLOCKING
,BOTTOM PLATE
JOUST
CRAWL SPACE
OR BASEMENT
FOUNDATION
FOR BLOCKING
AND BRIDGING
SEE WFCM SECTION 3.3
JOIST 3 IN. MIN.
A
TOP PLATE -
SEE DRILLING AND
NOTCHING PROVISIONS
WALL ST)D-
SEE DRILLING AND
NOTCHING PROVISIONS
WFCM SECTION 3.4.1.1.1
JOIST ENDS TO BE
BLOCKED AGAINST
ROTATION IN ACCORDANCE
WITH WFCM 3.3.1.3 -END RESTRAINT
AND 3,3.1.4 BRIDGING
PLATFORM FRAMING INTERMEDIATE
BEARING WALL
TYPICAL WALL, FLOOR AND ROOF FRAMING
GABLE
t�
NO
TYPV
NAILS
ENOWALL STUDS -
BRACING
>ti
TABLE Ii05.1,4
WINDTBORNE DEClRIB PRgT�YtON FA6'TENING SGHEg4JLE
'FOR, 400D STOUCTURAL PAN"
a. THIS TABLE BASED) ON A MAXIMUM WIND SPEED (Si SECOND GUST) OF BO MPH AND
MEAN ROOF HEIGHT OF 33 PW OR LESS.
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
a. NAILS SHALL EIE 10d COMMON OR 126 BOX NAILS.
d. WHERE SCREWS ARE ATTACH® TO MASONRY OR MA60NRYlST{{fFCO, THEY SHALL BE
ATTACHED UTILIZING VIpRAT10N-RE#ISTANT ANCHORS HAVING'A MINIMUM
WITHDRAWAL CAPACITY OF 480 POUNDS.
a. WOOD STRUCTURAL PANELS *"W- HAVE A MINI'NM THICKNESS OF 1/1¢ INCH 1`11.1 Oa)
AND A MAXIMUM OF S FEET *438 NO.
f. PANELS SHALL BE PRECUTAYEQ TO COVER THE 6LOPENINGS WITH All 44MBNT
HARDWARE PROVIDED.
a TABLE FROM SBCCI - II EDI r
,
BRACING AT END BAYS
IFCM FIGURE 3.6b)
Sd NAIL AT 4" O.C.
NAILS BASED ON
SHEAR WALL REQUIREMENTS
IAGM �-'—CENTER 2x BLOCKING
ON SHEATHING JOINT
EDi
15/32 WOOD STRUCTURAL PANELS
ON GABLE FACE AND ON WALL BELOW
BASED ON SHEARWALL REQUIREMENTS
ENDWALL, BALLOON FRAMING
PREFERRED 'METHOD
ROOF FRAMING-- DOUBLE TOP
CONNECTORS
FULL LENGTH
—'HEAD STUI 11 WALL STUD$
1641 NAIL AT 24" O.CI h R /-G7FN8)M BOARD
S
WOOD STRUCTUIFAL PANEL
INSTALLED IN ACCORDANCE
Sd NAIL AT tr° O.C. WITH NAILING SCHEDULE
(ALL PANEL EDGES) (TABLE 3,1, WCFM HIGH WIND EDITION)
Sd NAIL AT 17" O.C. ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(a) OUTSIDE CORNER DETAIL
8d NAIL AT 6" O.C, GYPSUM BOARD
(ALL PANEL EDGES)
WOOD STRUCTURAL PANEL
INSTAyLW M ACCORDANCE
ibd NAIL AT 24" O.C. WITH NAILING SCHEDULE
(TABLE 3.1, WCFM HIGH WIND EDITION)
ed NAIL AT 6" O.C. ON ALL
FRAMING MEMBERS AT PANEL
EDGES AND 12' O.C. ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(b) INSIDE CORNER DETAIL
EXTERIOR CORNER FRAMING
i!AI&MIR SPACING
2 FEET
4 PRET
6 RE'T
PANS,, SPAN
S PANEL SPAN
< PANEL SPAN,
C PANEL SPAN
FASTENER TYPE
C2-FmIr
C 4 MEET
< 6mw
C 8 FEET
21/2" '6
I6"
K"
UPLI
WOOD SCREWS
ADDITION TO CONNECTORS
GCtt�NEC'j
WALL 67=6 AND AT TOP AND
21/2" •S
WOOD SCREWS
6"
161'
16"
12"
a. THIS TABLE BASED) ON A MAXIMUM WIND SPEED (Si SECOND GUST) OF BO MPH AND
MEAN ROOF HEIGHT OF 33 PW OR LESS.
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
a. NAILS SHALL EIE 10d COMMON OR 126 BOX NAILS.
d. WHERE SCREWS ARE ATTACH® TO MASONRY OR MA60NRYlST{{fFCO, THEY SHALL BE
ATTACHED UTILIZING VIpRAT10N-RE#ISTANT ANCHORS HAVING'A MINIMUM
WITHDRAWAL CAPACITY OF 480 POUNDS.
a. WOOD STRUCTURAL PANELS *"W- HAVE A MINI'NM THICKNESS OF 1/1¢ INCH 1`11.1 Oa)
AND A MAXIMUM OF S FEET *438 NO.
f. PANELS SHALL BE PRECUTAYEQ TO COVER THE 6LOPENINGS WITH All 44MBNT
HARDWARE PROVIDED.
a TABLE FROM SBCCI - II EDI r
,
BRACING AT END BAYS
IFCM FIGURE 3.6b)
Sd NAIL AT 4" O.C.
NAILS BASED ON
SHEAR WALL REQUIREMENTS
IAGM �-'—CENTER 2x BLOCKING
ON SHEATHING JOINT
EDi
15/32 WOOD STRUCTURAL PANELS
ON GABLE FACE AND ON WALL BELOW
BASED ON SHEARWALL REQUIREMENTS
ENDWALL, BALLOON FRAMING
PREFERRED 'METHOD
ROOF FRAMING-- DOUBLE TOP
CONNECTORS
FULL LENGTH
—'HEAD STUI 11 WALL STUD$
1641 NAIL AT 24" O.CI h R /-G7FN8)M BOARD
S
WOOD STRUCTUIFAL PANEL
INSTALLED IN ACCORDANCE
Sd NAIL AT tr° O.C. WITH NAILING SCHEDULE
(ALL PANEL EDGES) (TABLE 3,1, WCFM HIGH WIND EDITION)
Sd NAIL AT 17" O.C. ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(a) OUTSIDE CORNER DETAIL
8d NAIL AT 6" O.C, GYPSUM BOARD
(ALL PANEL EDGES)
WOOD STRUCTURAL PANEL
INSTAyLW M ACCORDANCE
ibd NAIL AT 24" O.C. WITH NAILING SCHEDULE
(TABLE 3.1, WCFM HIGH WIND EDITION)
ed NAIL AT 6" O.C. ON ALL
FRAMING MEMBERS AT PANEL
EDGES AND 12' O.C. ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
(b) INSIDE CORNER DETAIL
EXTERIOR CORNER FRAMING
7�1I11�1�1��:
FRAMING AND UPLIFT
�EElEL �I�
A- r -
r v --
F
TUB
WATER CLOSETS,
FICsURE iR�C�'T.2
MINIMUM FIXTURE LEARANCE
Fes, y
II
NOTE:
UPLIFT CONNECTION 116 REQUIRED
--
AT EACH END OF HEADER AND
_
r----�----�r--' r
!{� . I
1
AT BOTTOM OF HEADER STUDS IN
AT
UPLI
ADDITION TO CONNECTORS
GCtt�NEC'j
WALL 67=6 AND AT TOP AND
7�1I11�1�1��:
FRAMING AND UPLIFT
�EElEL �I�
A- r -
r v --
F
TUB
WATER CLOSETS,
FICsURE iR�C�'T.2
MINIMUM FIXTURE LEARANCE
Fes, y
II
120 MILE PER HOUR ZONE - NAILING SCHEDULE
(TABLE 3,1, WFCM NIGH WIND EDITION)
GENERAL NOTES. (TABLE 3.8 WFCM WIGHT WIND EDITION)
The design of this structure is based gypon the prescriptive eppmach using the i. All we* "I be performed ineccordanee with all @10111 '
Wood Froma Conebuctlgn Manual Mph Wood Edition (WFCM) published by The Amerinsn Forest munlelFlel; best aonhlg and building codes and ordlfjancep�- ROOF 6HEATWING ATTACHMENT REdiUIR&MEWTS FOR WIND LOADS
and Paper Association. (1955) havingjurlsdicdon and beat standards of construction ' (V MPH 3 -SECOND GU6T • b0 MPH rAST90Tt`1iILE WIND SPEED POR TABLE R, 3Y1.2.1.9jf
'
Non-stmCtaat elements aro based upon The NV ew ort Stele R I as denU I Gain-Jnu a e D 2003
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING
ROOF FRAMING
RAFTER TO TOP PLATE (TOE -NAILED) 4.8d PER RAFTER
CEILING JOIST TO TOP PLATE (TOE -NAILED) A -ad PER JOIST
CEILING JOIST TO PARALLEL RAFTER (FACE -NAILED) 9-16d EACH LAP
CEILING JOIST LAPS OVER PARTITIONS (FACE -NAILED) 9 -II EACH LAP
COLLAR TIE TO RAFTER (FACB ,TAILED) 6-9d PER TIE
BLOCKING TO, RAFTER (TOE -NAILED) 2-8d EACH END
RIM BOATED TO RAFTER (END -NAILED) 2-I6d EACH END
- WALL FRAMING
-I ! NOTE
J PER FOCT
Vinci BEE
(FAC NAILED)
T T PATE 6
T PLATE D OP L
Op
TOp PLATES AT INTERSECTIONS (FACE -NAILED) 4-16d JOINTS - EACH SIDE
Pl11JD TO STUD (FACE-NAILW 2.16d 24" O.O.
H"0W TO HEADIER (FACE -NAILED) I6d 16" O.C. ALONG EDGES
TOP OR BOTTOM PLATE TO STUD (END-NAILEDJ 2-I6d PER 2.4 STUD
3-I6d PER 2x6 STUD
4-16d PER 2x8 STUD
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING (FACE -NAILED) 2Asid (SEE NOTE ID) PER FOOT
FLOOR FRAMING '
JOIOT TO SILL, TOP PLATE OR GIRDER (TOE -NAILED) 4-8d PER JOIST
BRIDGING TO JOIST (TOE -NAILED) 2-06 EACH END
BLOCKING TO JOIST (TOE -NAILED) 2 -lid EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILEDJ 3-I6d EACH BLOCK
LEDGER STRIP TO BEAM (FACE -NAILED) 3-16d EACH JOIST
JOIST ON LEDGER TO BEAM (TOE -NAILED) 3 -ed PER JOIST
BAND JOIST TO JOIST (END -NAILED) 3-I6d PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE -NAILED) 2-I6d (SEE NOTE U PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS ed (SEE TABLE 3.8)
DIAGONAL BOARD SHEATHING
1"x6" OR Eke" 2-8d PER SUPPORT
fklO" OR WIDER A 3-eid PER SUPPORT
CEILING SHEATHING
GYPSUM IdkLLBOARD 9d COOLERS T" EDGE / 10" FIELD
WALL SHEATHING '
STRUCTURAL PANELS ad (SEE TABLE 3.9)
FIREBOARD PANELS
1/16„ 6d 3" EDGE / 6" FIELD
28/37, ed 3" EDGE / 6" FIELD
GYPSUM WALLBOARD 5d COOLERS T" EDGE / 10" FIELD
HARDBOARD ed (SEE TABLE 3.eJ
PARTICLEBOARD PANELS ed 1 06EE TABLE 3.9)
DIAGONAL BOARD SHEATHING
I"xe OR 1"xe" 2-Bd PER SUPPORT
I"slo" OR WIDER 3 -lid PER SUPPORT
FLOOR SHEATHING
STRUCTURAL PANELS -
I" OR LESS ed 6" EDGE / 12" FIELD
GREATER THAN I" IOd 6" EDGE / 6" FIELD
DIAGONAL BOARD SHEATHING
I"x6" OR 1"xB" 2-Bd PER SUPPORT
"x10" OR WIDER 3-Sd PER SUPPORT
I. NA41.I116; ReMAREMENTS ARE BASED ON WALL SHEATHING NAILED L" ON -CENTER AT THE PANEL EDGE. IF WALL SHEATHING Ie NAILED S" ON -CENTER AT THE r'ANEL w
TO OBTAIN HIGHER SHEAR CAPACMES, NAILING REWIREMENT5 FOR STRUCTURAL MEMBERS SHALL SE DOUBLED. OR ALTERNATE CONNECtORe, 51 AS 5142a4R PLATED.
SHALL BE Ue b TO MAINTAIN THE LOAD PATH,
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CF NAILS SHALL SE PERMITTED TO BE REDUCED TO 1-I66 NAIL PER FOOT
(TABLE 3.2AWFCM HIGH WIND EDITION)
DI Ar> rn cnNJnATrnNI ANttWOR BOLT CONNECTIONS RESISTING LATERAL s SHEAR LOADS
ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING
SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS)
SILL PLATE i0 FOUNDATION STORY 46
`CRAWL SPACE * BASEMENT) 2 STORIES ALL 23
3 STORIES 15
WALL BOTTOM PLATE TO FOUNDATION 3 Is
7 STORIES B6
(SLAB -CHARADE) 6
me -- al,nonnv AFF nFTA11
nine: rwn lc c,w,-r F+""-•, "-�R,•y- ^ �- -^- . - _.__ _. __ _
J` 4 (TABLE 3,9 WFCM HIGH WIND EDITION)
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
fl7n MI 8 -SECOND GUST • 100 MPH FASTEST -MILE WIND SPEED PER TABLE R3-1.2.1.31)
6HEATi41NG LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
(SEE µOrf a fINGHS SPACING
OR PANEL SIDING FOR ad COMMON NAILS
(SEE NOTE 3) (INGHE9, O.C.P
E 6
4' EDGE ZONE 16
F 12 (SEE NOTE D
E 6
INTERIOR ZONE 16
F 12
E • NAIL SPACING AT PANEL EDGES iIN.)
F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PA`[ i FIE�C ('4.1
I- FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE AT ACHMENT
REOuIREMENTS SHALL BE USED
2 7,49BULAT@'i 7 RICH 0-C. NAIL SPACING ASSUMES 5HE4TWNG A^AGHEV -C STUD FRAMING
_W_ E ERS Lal GM 4A--- FOR �rAM n6 '-IEMBE2n WhTA O -2 LIE NG,. SPAG'NG--S SHALL
3. FOR EXTBR OR PAN.= S>D+\G 1.11 AAN Z2 BOr ^ 5 a" __ BE Pui^'TT3'O BE SuBS-1'_ Ti
FOR CAPON NA:rS.
I"
ry practice. q
For the Clmsgc and Geographical Design Criteria, a"Tabie R301 2(1) on cover thoot The Amencan Institute o1 Architects Conditions shall annul'
All non -engineered lumber to be Douglas Fir #2 or better to all work performed on this proloon. l
Wind Limite ibnt-Seaton R301.2.1 2. The Contractor @licit verify all condition at d1b'10s. A
Design Crilerle-Section R301.2.1.1 (See Table R301.2.1.2 for Wind -Borne Debris Protection discrepancies must be brought to the a0emion of the Rol mar
Fastening Schedule For Wood Structurel Panels) prior is commencement a consruction. The ContractorIPhall'be
Dead Load -Section R301.3 responsible for corrections not reported once he hes star id work
Live Load -Section R301 4 except for hidden jab conditions,
Light and Venffabon-Section R303 3, Contractor shell guarantee to the Owner that all metarl s and
Minimum Room Ames -Section R304 equipment Incorporated in the work will be new, and that I I work
Catling HelghtSactlon R306 will be of good quality, free from faults and defects for a p nod
Sanitation -Section R306 of one year from the dale of the fins( Certificate of Occup icy.
Toilet Bath and Shower Spaces -Section R307 4. The Engineer shall not be responsible for the construct on means,
Gluing -Section R306 methods, techniques. sequences or procedures, or forts safety
Garages and Carports -Section R309 precautions and programs in connection with the work, ajld he
SHEATHING LOCATION STUD SPACING ST}iUCTURAI- SHEATHING MAkif1 NAIL9PA¢INt3
(SEE NOTE a (INCHES, O.C.) OR PANEL SIDING FOR ac
OMMON NAILS
(SEE NOTE 3) !IN ES, O:C.J
E 6 MEN NOTE 40
4' PERIMETER EDGE ZONE 16
F 6 (SEE NOTE 31
E 6
INTERIOR ZONE 16
F 12 (SEE NOTE 1)
E 4 (SEE NOTE 4)
GABLE ENDWALL RAKE AND RAKE TRU96
p F
Emergency Escape and Rescue Openings -Section R310 shall not be responsible for the contmeters failure to cion) obs
Eots-Section R311 the work in accordance with the construction doglmems. ',The E NAIL 9PACIN AT PANEL EDGES lIN.)
Landings -Section R312 Engineer shell not be responsible for the acts or oml.4. Vii F " NAIL SPACING\4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Ramps -Section R313 the conlrantor. No changes shell be made in the docume is
Stairways -Section R314 and/or the building as designed without the expressedw den I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails -Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Guards-Sechon R316 S. The contractor and all subcontractors shall maintain cc ntinuous
Smoke Alarms -Seddon R317 Insurance coverage Including statutory policies (Worker 2. T
ULATED 12 INCH O -G. N
AIL SPACING ASSUMES SHE
ATHING ATTACHED TO RAFTER/TRUS
S FRA
MING
FoamPlaslc-9eodon R318 Compensation, etc.) general l'ebl1ltYin an mount not ME�9 WITH l .49, FpitF FRAMING MEMSERS WITH O.42G20.49 THE SPACINGS SHALL BE
Flame Spread and Snake -Section R319 lava that $6 million and automobile liability and damage RECWCEp TO 6 INOHE9 O.C.
Insulation-Ser4Wn R320 coverage not lees than $2million. The Engineer shell be
I
Dwelling Uml eaparauon-Section R321 a named insured con any and all policies.
Moisture Vapor Retardem-Section R322 6. Provide 0 026' aluminum lemke shields over fibrous S. TI40ULATF-0 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRl1S8 FRAMING
Protection Against Decay- Section R323 Insulation at nil perimeter sllls.YV MEMBERS WITH Gi0A9. FOR FRAMING MEMBERS WITH 0.42MVO.49, THE NAIL SPACINGS SHALL BE
Protection Against TermitesSenfion R324 7. All wood in Lrod
ntawith concrete or masonry to be W`.'.Mahized REDUCED TO 4 INCHES O.C.
Site Address-Sedton R326 or pressure ornamented.
Accesslhllily-Section'R325 8. Asingle station smoke detector alarm dance shell be' istalled 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU" FRAMING
Flood Resistant Constmcllon-Section R327 In each bedroom, on all floors and shall be all lnlarcannm land per code. MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH CARGI(O.49, THE NAIL SPACINGS SHALL BE
Fhiundedons-Chapter 4 99. A t 1pathroma is without opergWe windows to be meatily van6latd REDUCED TO 3 INCHES O.G.
Design based upon presumptive load bearing values dsendy gravel and/or gravel at 3080 pounds New York Stele Code.
r square fool Contmcor to consult Engineer if different soil materials are found upon excavation, de. Hooting -t m designed f) protide 70 degrees F. HMA cancer
pe q 0 P designed air-tempereture at0 degrees F. and 16 MPH col id. $
or test hole, for alternative loading and foundation wall design. 11, All electrical wore to bol In accordance to the rules am
regulations of the N.Y.B.F.U. and a N.Y B.F.U. certificate Is T512 - I6° 0-G.
Strong -Tia
Foundation Notes. to he presented to are Owner at the completion of me job,TSI2 ,.�.r
'6" Anchor Bolls (SSTB 28) Sea chert on this sheat for spacing 12. Plumbing Installation m comply with lata and Local codes USE 4-8d NAILS
8" poured concrete foundation wall, 8V high, 3000# test and the sewage disposal system to meet Health Dopa lent standards. AT EACH STUD
Minimum depth -Section 403.1.4, 48" mimmum coverage to top a footing 13, Do not scale drawings. Use figure dimensions only.
16" x 8" poured concrete wall footings, 3000# test 14. All work to conform to the rules and regulations of the New York at
2-1 W" x 11 718" Micmlam Girder (or 316' x 11718' Power Beam) Energy Conservation Construction Code. All glazed areal to be double
4" poured concrete Boor slab wlih 6x6x#10 mesh and vapor barrier glazed and all exledhir doors to have insulated come I
Damp pronOng at exterior foundation below gmde-Section R406 15, The Insulation protection as indicated on these plannlexceeds
30" x 30' x 12' deep poured concrete column footings, 3000# test the Code's minimum standards.
Deck and parch footings as noted, 3000# test, 48" minimum buried depth 16, These drawings and specifications are instruments of service and
Foundation wall to extend a minimum of S' above finished grade shall remain the property tithe Engineer whether the pm act for
All footings to he carded drown to undisturbed and which they aro made IS executed a not. They may not b i used
No foobng,shall he set higher than a 30 degree angle from any other thinning on any other project except by written authorization of U Engineer
Pour no concrele on frozen ground or In freezing weather 17. The engineer has not been retained for site super,66 an, on-site 1
Provide 3 Y" steel lolly columns inspections and certifications ss required or requested bI the owner,
Backfill shall not be placed against the wall until the wall hes sufficient strength and has been contractor or local building department
" anchored to the floor above, or has been sufficiently braced to prevent damage
by the backfill (Section R404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS a 0
0
Froom-WFCM ProsuipOve Method VBE
SIMPSON STRONG -TIE CONNECTORS
Floor fromingshell'be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
DraBalopptng-Seclion R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
FirablodtingSeGion R602.13 CONSTRUCTION CATALOG CMWO2
•• r
,
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
I. NA41.I116; ReMAREMENTS ARE BASED ON WALL SHEATHING NAILED L" ON -CENTER AT THE PANEL EDGE. IF WALL SHEATHING Ie NAILED S" ON -CENTER AT THE r'ANEL w
TO OBTAIN HIGHER SHEAR CAPACMES, NAILING REWIREMENT5 FOR STRUCTURAL MEMBERS SHALL SE DOUBLED. OR ALTERNATE CONNECtORe, 51 AS 5142a4R PLATED.
SHALL BE Ue b TO MAINTAIN THE LOAD PATH,
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CF NAILS SHALL SE PERMITTED TO BE REDUCED TO 1-I66 NAIL PER FOOT
(TABLE 3.2AWFCM HIGH WIND EDITION)
DI Ar> rn cnNJnATrnNI ANttWOR BOLT CONNECTIONS RESISTING LATERAL s SHEAR LOADS
ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING
SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS)
SILL PLATE i0 FOUNDATION STORY 46
`CRAWL SPACE * BASEMENT) 2 STORIES ALL 23
3 STORIES 15
WALL BOTTOM PLATE TO FOUNDATION 3 Is
7 STORIES B6
(SLAB -CHARADE) 6
me -- al,nonnv AFF nFTA11
nine: rwn lc c,w,-r F+""-•, "-�R,•y- ^ �- -^- . - _.__ _. __ _
J` 4 (TABLE 3,9 WFCM HIGH WIND EDITION)
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
fl7n MI 8 -SECOND GUST • 100 MPH FASTEST -MILE WIND SPEED PER TABLE R3-1.2.1.31)
6HEATi41NG LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
(SEE µOrf a fINGHS SPACING
OR PANEL SIDING FOR ad COMMON NAILS
(SEE NOTE 3) (INGHE9, O.C.P
E 6
4' EDGE ZONE 16
F 12 (SEE NOTE D
E 6
INTERIOR ZONE 16
F 12
E • NAIL SPACING AT PANEL EDGES iIN.)
F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PA`[ i FIE�C ('4.1
I- FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE AT ACHMENT
REOuIREMENTS SHALL BE USED
2 7,49BULAT@'i 7 RICH 0-C. NAIL SPACING ASSUMES 5HE4TWNG A^AGHEV -C STUD FRAMING
_W_ E ERS Lal GM 4A--- FOR �rAM n6 '-IEMBE2n WhTA O -2 LIE NG,. SPAG'NG--S SHALL
3. FOR EXTBR OR PAN.= S>D+\G 1.11 AAN Z2 BOr ^ 5 a" __ BE Pui^'TT3'O BE SuBS-1'_ Ti
FOR CAPON NA:rS.
I"
ry practice. q
For the Clmsgc and Geographical Design Criteria, a"Tabie R301 2(1) on cover thoot The Amencan Institute o1 Architects Conditions shall annul'
All non -engineered lumber to be Douglas Fir #2 or better to all work performed on this proloon. l
Wind Limite ibnt-Seaton R301.2.1 2. The Contractor @licit verify all condition at d1b'10s. A
Design Crilerle-Section R301.2.1.1 (See Table R301.2.1.2 for Wind -Borne Debris Protection discrepancies must be brought to the a0emion of the Rol mar
Fastening Schedule For Wood Structurel Panels) prior is commencement a consruction. The ContractorIPhall'be
Dead Load -Section R301.3 responsible for corrections not reported once he hes star id work
Live Load -Section R301 4 except for hidden jab conditions,
Light and Venffabon-Section R303 3, Contractor shell guarantee to the Owner that all metarl s and
Minimum Room Ames -Section R304 equipment Incorporated in the work will be new, and that I I work
Catling HelghtSactlon R306 will be of good quality, free from faults and defects for a p nod
Sanitation -Section R306 of one year from the dale of the fins( Certificate of Occup icy.
Toilet Bath and Shower Spaces -Section R307 4. The Engineer shall not be responsible for the construct on means,
Gluing -Section R306 methods, techniques. sequences or procedures, or forts safety
Garages and Carports -Section R309 precautions and programs in connection with the work, ajld he
SHEATHING LOCATION STUD SPACING ST}iUCTURAI- SHEATHING MAkif1 NAIL9PA¢INt3
(SEE NOTE a (INCHES, O.C.) OR PANEL SIDING FOR ac
OMMON NAILS
(SEE NOTE 3) !IN ES, O:C.J
E 6 MEN NOTE 40
4' PERIMETER EDGE ZONE 16
F 6 (SEE NOTE 31
E 6
INTERIOR ZONE 16
F 12 (SEE NOTE 1)
E 4 (SEE NOTE 4)
GABLE ENDWALL RAKE AND RAKE TRU96
p F
Emergency Escape and Rescue Openings -Section R310 shall not be responsible for the contmeters failure to cion) obs
Eots-Section R311 the work in accordance with the construction doglmems. ',The E NAIL 9PACIN AT PANEL EDGES lIN.)
Landings -Section R312 Engineer shell not be responsible for the acts or oml.4. Vii F " NAIL SPACING\4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Ramps -Section R313 the conlrantor. No changes shell be made in the docume is
Stairways -Section R314 and/or the building as designed without the expressedw den I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails -Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Guards-Sechon R316 S. The contractor and all subcontractors shall maintain cc ntinuous
Smoke Alarms -Seddon R317 Insurance coverage Including statutory policies (Worker 2. T
ULATED 12 INCH O -G. N
AIL SPACING ASSUMES SHE
ATHING ATTACHED TO RAFTER/TRUS
S FRA
MING
FoamPlaslc-9eodon R318 Compensation, etc.) general l'ebl1ltYin an mount not ME�9 WITH l .49, FpitF FRAMING MEMSERS WITH O.42G20.49 THE SPACINGS SHALL BE
Flame Spread and Snake -Section R319 lava that $6 million and automobile liability and damage RECWCEp TO 6 INOHE9 O.C.
Insulation-Ser4Wn R320 coverage not lees than $2million. The Engineer shell be
I
Dwelling Uml eaparauon-Section R321 a named insured con any and all policies.
Moisture Vapor Retardem-Section R322 6. Provide 0 026' aluminum lemke shields over fibrous S. TI40ULATF-0 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRl1S8 FRAMING
Protection Against Decay- Section R323 Insulation at nil perimeter sllls.YV MEMBERS WITH Gi0A9. FOR FRAMING MEMBERS WITH 0.42MVO.49, THE NAIL SPACINGS SHALL BE
Protection Against TermitesSenfion R324 7. All wood in Lrod
ntawith concrete or masonry to be W`.'.Mahized REDUCED TO 4 INCHES O.C.
Site Address-Sedton R326 or pressure ornamented.
Accesslhllily-Section'R325 8. Asingle station smoke detector alarm dance shell be' istalled 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU" FRAMING
Flood Resistant Constmcllon-Section R327 In each bedroom, on all floors and shall be all lnlarcannm land per code. MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH CARGI(O.49, THE NAIL SPACINGS SHALL BE
Fhiundedons-Chapter 4 99. A t 1pathroma is without opergWe windows to be meatily van6latd REDUCED TO 3 INCHES O.G.
Design based upon presumptive load bearing values dsendy gravel and/or gravel at 3080 pounds New York Stele Code.
r square fool Contmcor to consult Engineer if different soil materials are found upon excavation, de. Hooting -t m designed f) protide 70 degrees F. HMA cancer
pe q 0 P designed air-tempereture at0 degrees F. and 16 MPH col id. $
or test hole, for alternative loading and foundation wall design. 11, All electrical wore to bol In accordance to the rules am
regulations of the N.Y.B.F.U. and a N.Y B.F.U. certificate Is T512 - I6° 0-G.
Strong -Tia
Foundation Notes. to he presented to are Owner at the completion of me job,TSI2 ,.�.r
'6" Anchor Bolls (SSTB 28) Sea chert on this sheat for spacing 12. Plumbing Installation m comply with lata and Local codes USE 4-8d NAILS
8" poured concrete foundation wall, 8V high, 3000# test and the sewage disposal system to meet Health Dopa lent standards. AT EACH STUD
Minimum depth -Section 403.1.4, 48" mimmum coverage to top a footing 13, Do not scale drawings. Use figure dimensions only.
16" x 8" poured concrete wall footings, 3000# test 14. All work to conform to the rules and regulations of the New York at
2-1 W" x 11 718" Micmlam Girder (or 316' x 11718' Power Beam) Energy Conservation Construction Code. All glazed areal to be double
4" poured concrete Boor slab wlih 6x6x#10 mesh and vapor barrier glazed and all exledhir doors to have insulated come I
Damp pronOng at exterior foundation below gmde-Section R406 15, The Insulation protection as indicated on these plannlexceeds
30" x 30' x 12' deep poured concrete column footings, 3000# test the Code's minimum standards.
Deck and parch footings as noted, 3000# test, 48" minimum buried depth 16, These drawings and specifications are instruments of service and
Foundation wall to extend a minimum of S' above finished grade shall remain the property tithe Engineer whether the pm act for
All footings to he carded drown to undisturbed and which they aro made IS executed a not. They may not b i used
No foobng,shall he set higher than a 30 degree angle from any other thinning on any other project except by written authorization of U Engineer
Pour no concrele on frozen ground or In freezing weather 17. The engineer has not been retained for site super,66 an, on-site 1
Provide 3 Y" steel lolly columns inspections and certifications ss required or requested bI the owner,
Backfill shall not be placed against the wall until the wall hes sufficient strength and has been contractor or local building department
" anchored to the floor above, or has been sufficiently braced to prevent damage
by the backfill (Section R404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS a 0
0
Froom-WFCM ProsuipOve Method VBE
SIMPSON STRONG -TIE CONNECTORS
Floor fromingshell'be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
DraBalopptng-Seclion R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
FirablodtingSeGion R602.13 CONSTRUCTION CATALOG CMWO2
•• r
,
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
nine: rwn lc c,w,-r F+""-•, "-�R,•y- ^ �- -^- . - _.__ _. __ _
J` 4 (TABLE 3,9 WFCM HIGH WIND EDITION)
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
fl7n MI 8 -SECOND GUST • 100 MPH FASTEST -MILE WIND SPEED PER TABLE R3-1.2.1.31)
6HEATi41NG LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
(SEE µOrf a fINGHS SPACING
OR PANEL SIDING FOR ad COMMON NAILS
(SEE NOTE 3) (INGHE9, O.C.P
E 6
4' EDGE ZONE 16
F 12 (SEE NOTE D
E 6
INTERIOR ZONE 16
F 12
E • NAIL SPACING AT PANEL EDGES iIN.)
F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PA`[ i FIE�C ('4.1
I- FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE AT ACHMENT
REOuIREMENTS SHALL BE USED
2 7,49BULAT@'i 7 RICH 0-C. NAIL SPACING ASSUMES 5HE4TWNG A^AGHEV -C STUD FRAMING
_W_ E ERS Lal GM 4A--- FOR �rAM n6 '-IEMBE2n WhTA O -2 LIE NG,. SPAG'NG--S SHALL
3. FOR EXTBR OR PAN.= S>D+\G 1.11 AAN Z2 BOr ^ 5 a" __ BE Pui^'TT3'O BE SuBS-1'_ Ti
FOR CAPON NA:rS.
I"
ry practice. q
For the Clmsgc and Geographical Design Criteria, a"Tabie R301 2(1) on cover thoot The Amencan Institute o1 Architects Conditions shall annul'
All non -engineered lumber to be Douglas Fir #2 or better to all work performed on this proloon. l
Wind Limite ibnt-Seaton R301.2.1 2. The Contractor @licit verify all condition at d1b'10s. A
Design Crilerle-Section R301.2.1.1 (See Table R301.2.1.2 for Wind -Borne Debris Protection discrepancies must be brought to the a0emion of the Rol mar
Fastening Schedule For Wood Structurel Panels) prior is commencement a consruction. The ContractorIPhall'be
Dead Load -Section R301.3 responsible for corrections not reported once he hes star id work
Live Load -Section R301 4 except for hidden jab conditions,
Light and Venffabon-Section R303 3, Contractor shell guarantee to the Owner that all metarl s and
Minimum Room Ames -Section R304 equipment Incorporated in the work will be new, and that I I work
Catling HelghtSactlon R306 will be of good quality, free from faults and defects for a p nod
Sanitation -Section R306 of one year from the dale of the fins( Certificate of Occup icy.
Toilet Bath and Shower Spaces -Section R307 4. The Engineer shall not be responsible for the construct on means,
Gluing -Section R306 methods, techniques. sequences or procedures, or forts safety
Garages and Carports -Section R309 precautions and programs in connection with the work, ajld he
SHEATHING LOCATION STUD SPACING ST}iUCTURAI- SHEATHING MAkif1 NAIL9PA¢INt3
(SEE NOTE a (INCHES, O.C.) OR PANEL SIDING FOR ac
OMMON NAILS
(SEE NOTE 3) !IN ES, O:C.J
E 6 MEN NOTE 40
4' PERIMETER EDGE ZONE 16
F 6 (SEE NOTE 31
E 6
INTERIOR ZONE 16
F 12 (SEE NOTE 1)
E 4 (SEE NOTE 4)
GABLE ENDWALL RAKE AND RAKE TRU96
p F
Emergency Escape and Rescue Openings -Section R310 shall not be responsible for the contmeters failure to cion) obs
Eots-Section R311 the work in accordance with the construction doglmems. ',The E NAIL 9PACIN AT PANEL EDGES lIN.)
Landings -Section R312 Engineer shell not be responsible for the acts or oml.4. Vii F " NAIL SPACING\4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Ramps -Section R313 the conlrantor. No changes shell be made in the docume is
Stairways -Section R314 and/or the building as designed without the expressedw den I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails -Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Guards-Sechon R316 S. The contractor and all subcontractors shall maintain cc ntinuous
Smoke Alarms -Seddon R317 Insurance coverage Including statutory policies (Worker 2. T
ULATED 12 INCH O -G. N
AIL SPACING ASSUMES SHE
ATHING ATTACHED TO RAFTER/TRUS
S FRA
MING
FoamPlaslc-9eodon R318 Compensation, etc.) general l'ebl1ltYin an mount not ME�9 WITH l .49, FpitF FRAMING MEMSERS WITH O.42G20.49 THE SPACINGS SHALL BE
Flame Spread and Snake -Section R319 lava that $6 million and automobile liability and damage RECWCEp TO 6 INOHE9 O.C.
Insulation-Ser4Wn R320 coverage not lees than $2million. The Engineer shell be
I
Dwelling Uml eaparauon-Section R321 a named insured con any and all policies.
Moisture Vapor Retardem-Section R322 6. Provide 0 026' aluminum lemke shields over fibrous S. TI40ULATF-0 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRl1S8 FRAMING
Protection Against Decay- Section R323 Insulation at nil perimeter sllls.YV MEMBERS WITH Gi0A9. FOR FRAMING MEMBERS WITH 0.42MVO.49, THE NAIL SPACINGS SHALL BE
Protection Against TermitesSenfion R324 7. All wood in Lrod
ntawith concrete or masonry to be W`.'.Mahized REDUCED TO 4 INCHES O.C.
Site Address-Sedton R326 or pressure ornamented.
Accesslhllily-Section'R325 8. Asingle station smoke detector alarm dance shell be' istalled 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU" FRAMING
Flood Resistant Constmcllon-Section R327 In each bedroom, on all floors and shall be all lnlarcannm land per code. MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH CARGI(O.49, THE NAIL SPACINGS SHALL BE
Fhiundedons-Chapter 4 99. A t 1pathroma is without opergWe windows to be meatily van6latd REDUCED TO 3 INCHES O.G.
Design based upon presumptive load bearing values dsendy gravel and/or gravel at 3080 pounds New York Stele Code.
r square fool Contmcor to consult Engineer if different soil materials are found upon excavation, de. Hooting -t m designed f) protide 70 degrees F. HMA cancer
pe q 0 P designed air-tempereture at0 degrees F. and 16 MPH col id. $
or test hole, for alternative loading and foundation wall design. 11, All electrical wore to bol In accordance to the rules am
regulations of the N.Y.B.F.U. and a N.Y B.F.U. certificate Is T512 - I6° 0-G.
Strong -Tia
Foundation Notes. to he presented to are Owner at the completion of me job,TSI2 ,.�.r
'6" Anchor Bolls (SSTB 28) Sea chert on this sheat for spacing 12. Plumbing Installation m comply with lata and Local codes USE 4-8d NAILS
8" poured concrete foundation wall, 8V high, 3000# test and the sewage disposal system to meet Health Dopa lent standards. AT EACH STUD
Minimum depth -Section 403.1.4, 48" mimmum coverage to top a footing 13, Do not scale drawings. Use figure dimensions only.
16" x 8" poured concrete wall footings, 3000# test 14. All work to conform to the rules and regulations of the New York at
2-1 W" x 11 718" Micmlam Girder (or 316' x 11718' Power Beam) Energy Conservation Construction Code. All glazed areal to be double
4" poured concrete Boor slab wlih 6x6x#10 mesh and vapor barrier glazed and all exledhir doors to have insulated come I
Damp pronOng at exterior foundation below gmde-Section R406 15, The Insulation protection as indicated on these plannlexceeds
30" x 30' x 12' deep poured concrete column footings, 3000# test the Code's minimum standards.
Deck and parch footings as noted, 3000# test, 48" minimum buried depth 16, These drawings and specifications are instruments of service and
Foundation wall to extend a minimum of S' above finished grade shall remain the property tithe Engineer whether the pm act for
All footings to he carded drown to undisturbed and which they aro made IS executed a not. They may not b i used
No foobng,shall he set higher than a 30 degree angle from any other thinning on any other project except by written authorization of U Engineer
Pour no concrele on frozen ground or In freezing weather 17. The engineer has not been retained for site super,66 an, on-site 1
Provide 3 Y" steel lolly columns inspections and certifications ss required or requested bI the owner,
Backfill shall not be placed against the wall until the wall hes sufficient strength and has been contractor or local building department
" anchored to the floor above, or has been sufficiently braced to prevent damage
by the backfill (Section R404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS a 0
0
Froom-WFCM ProsuipOve Method VBE
SIMPSON STRONG -TIE CONNECTORS
Floor fromingshell'be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
DraBalopptng-Seclion R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
FirablodtingSeGion R602.13 CONSTRUCTION CATALOG CMWO2
•• r
,
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
E • NAIL SPACING AT PANEL EDGES iIN.)
F " NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PA`[ i FIE�C ('4.1
I- FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS THE 4 FOOT EDGE ZONE AT ACHMENT
REOuIREMENTS SHALL BE USED
2 7,49BULAT@'i 7 RICH 0-C. NAIL SPACING ASSUMES 5HE4TWNG A^AGHEV -C STUD FRAMING
_W_ E ERS Lal GM 4A--- FOR �rAM n6 '-IEMBE2n WhTA O -2 LIE NG,. SPAG'NG--S SHALL
3. FOR EXTBR OR PAN.= S>D+\G 1.11 AAN Z2 BOr ^ 5 a" __ BE Pui^'TT3'O BE SuBS-1'_ Ti
FOR CAPON NA:rS.
I"
ry practice. q
For the Clmsgc and Geographical Design Criteria, a"Tabie R301 2(1) on cover thoot The Amencan Institute o1 Architects Conditions shall annul'
All non -engineered lumber to be Douglas Fir #2 or better to all work performed on this proloon. l
Wind Limite ibnt-Seaton R301.2.1 2. The Contractor @licit verify all condition at d1b'10s. A
Design Crilerle-Section R301.2.1.1 (See Table R301.2.1.2 for Wind -Borne Debris Protection discrepancies must be brought to the a0emion of the Rol mar
Fastening Schedule For Wood Structurel Panels) prior is commencement a consruction. The ContractorIPhall'be
Dead Load -Section R301.3 responsible for corrections not reported once he hes star id work
Live Load -Section R301 4 except for hidden jab conditions,
Light and Venffabon-Section R303 3, Contractor shell guarantee to the Owner that all metarl s and
Minimum Room Ames -Section R304 equipment Incorporated in the work will be new, and that I I work
Catling HelghtSactlon R306 will be of good quality, free from faults and defects for a p nod
Sanitation -Section R306 of one year from the dale of the fins( Certificate of Occup icy.
Toilet Bath and Shower Spaces -Section R307 4. The Engineer shall not be responsible for the construct on means,
Gluing -Section R306 methods, techniques. sequences or procedures, or forts safety
Garages and Carports -Section R309 precautions and programs in connection with the work, ajld he
SHEATHING LOCATION STUD SPACING ST}iUCTURAI- SHEATHING MAkif1 NAIL9PA¢INt3
(SEE NOTE a (INCHES, O.C.) OR PANEL SIDING FOR ac
OMMON NAILS
(SEE NOTE 3) !IN ES, O:C.J
E 6 MEN NOTE 40
4' PERIMETER EDGE ZONE 16
F 6 (SEE NOTE 31
E 6
INTERIOR ZONE 16
F 12 (SEE NOTE 1)
E 4 (SEE NOTE 4)
GABLE ENDWALL RAKE AND RAKE TRU96
p F
Emergency Escape and Rescue Openings -Section R310 shall not be responsible for the contmeters failure to cion) obs
Eots-Section R311 the work in accordance with the construction doglmems. ',The E NAIL 9PACIN AT PANEL EDGES lIN.)
Landings -Section R312 Engineer shell not be responsible for the acts or oml.4. Vii F " NAIL SPACING\4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Ramps -Section R313 the conlrantor. No changes shell be made in the docume is
Stairways -Section R314 and/or the building as designed without the expressedw den I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails -Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Guards-Sechon R316 S. The contractor and all subcontractors shall maintain cc ntinuous
Smoke Alarms -Seddon R317 Insurance coverage Including statutory policies (Worker 2. T
ULATED 12 INCH O -G. N
AIL SPACING ASSUMES SHE
ATHING ATTACHED TO RAFTER/TRUS
S FRA
MING
FoamPlaslc-9eodon R318 Compensation, etc.) general l'ebl1ltYin an mount not ME�9 WITH l .49, FpitF FRAMING MEMSERS WITH O.42G20.49 THE SPACINGS SHALL BE
Flame Spread and Snake -Section R319 lava that $6 million and automobile liability and damage RECWCEp TO 6 INOHE9 O.C.
Insulation-Ser4Wn R320 coverage not lees than $2million. The Engineer shell be
I
Dwelling Uml eaparauon-Section R321 a named insured con any and all policies.
Moisture Vapor Retardem-Section R322 6. Provide 0 026' aluminum lemke shields over fibrous S. TI40ULATF-0 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRl1S8 FRAMING
Protection Against Decay- Section R323 Insulation at nil perimeter sllls.YV MEMBERS WITH Gi0A9. FOR FRAMING MEMBERS WITH 0.42MVO.49, THE NAIL SPACINGS SHALL BE
Protection Against TermitesSenfion R324 7. All wood in Lrod
ntawith concrete or masonry to be W`.'.Mahized REDUCED TO 4 INCHES O.C.
Site Address-Sedton R326 or pressure ornamented.
Accesslhllily-Section'R325 8. Asingle station smoke detector alarm dance shell be' istalled 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU" FRAMING
Flood Resistant Constmcllon-Section R327 In each bedroom, on all floors and shall be all lnlarcannm land per code. MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH CARGI(O.49, THE NAIL SPACINGS SHALL BE
Fhiundedons-Chapter 4 99. A t 1pathroma is without opergWe windows to be meatily van6latd REDUCED TO 3 INCHES O.G.
Design based upon presumptive load bearing values dsendy gravel and/or gravel at 3080 pounds New York Stele Code.
r square fool Contmcor to consult Engineer if different soil materials are found upon excavation, de. Hooting -t m designed f) protide 70 degrees F. HMA cancer
pe q 0 P designed air-tempereture at0 degrees F. and 16 MPH col id. $
or test hole, for alternative loading and foundation wall design. 11, All electrical wore to bol In accordance to the rules am
regulations of the N.Y.B.F.U. and a N.Y B.F.U. certificate Is T512 - I6° 0-G.
Strong -Tia
Foundation Notes. to he presented to are Owner at the completion of me job,TSI2 ,.�.r
'6" Anchor Bolls (SSTB 28) Sea chert on this sheat for spacing 12. Plumbing Installation m comply with lata and Local codes USE 4-8d NAILS
8" poured concrete foundation wall, 8V high, 3000# test and the sewage disposal system to meet Health Dopa lent standards. AT EACH STUD
Minimum depth -Section 403.1.4, 48" mimmum coverage to top a footing 13, Do not scale drawings. Use figure dimensions only.
16" x 8" poured concrete wall footings, 3000# test 14. All work to conform to the rules and regulations of the New York at
2-1 W" x 11 718" Micmlam Girder (or 316' x 11718' Power Beam) Energy Conservation Construction Code. All glazed areal to be double
4" poured concrete Boor slab wlih 6x6x#10 mesh and vapor barrier glazed and all exledhir doors to have insulated come I
Damp pronOng at exterior foundation below gmde-Section R406 15, The Insulation protection as indicated on these plannlexceeds
30" x 30' x 12' deep poured concrete column footings, 3000# test the Code's minimum standards.
Deck and parch footings as noted, 3000# test, 48" minimum buried depth 16, These drawings and specifications are instruments of service and
Foundation wall to extend a minimum of S' above finished grade shall remain the property tithe Engineer whether the pm act for
All footings to he carded drown to undisturbed and which they aro made IS executed a not. They may not b i used
No foobng,shall he set higher than a 30 degree angle from any other thinning on any other project except by written authorization of U Engineer
Pour no concrele on frozen ground or In freezing weather 17. The engineer has not been retained for site super,66 an, on-site 1
Provide 3 Y" steel lolly columns inspections and certifications ss required or requested bI the owner,
Backfill shall not be placed against the wall until the wall hes sufficient strength and has been contractor or local building department
" anchored to the floor above, or has been sufficiently braced to prevent damage
by the backfill (Section R404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS a 0
0
Froom-WFCM ProsuipOve Method VBE
SIMPSON STRONG -TIE CONNECTORS
Floor fromingshell'be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
DraBalopptng-Seclion R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
FirablodtingSeGion R602.13 CONSTRUCTION CATALOG CMWO2
•• r
,
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
SHEATHING LOCATION STUD SPACING ST}iUCTURAI- SHEATHING MAkif1 NAIL9PA¢INt3
(SEE NOTE a (INCHES, O.C.) OR PANEL SIDING FOR ac
OMMON NAILS
(SEE NOTE 3) !IN ES, O:C.J
E 6 MEN NOTE 40
4' PERIMETER EDGE ZONE 16
F 6 (SEE NOTE 31
E 6
INTERIOR ZONE 16
F 12 (SEE NOTE 1)
E 4 (SEE NOTE 4)
GABLE ENDWALL RAKE AND RAKE TRU96
p F
Emergency Escape and Rescue Openings -Section R310 shall not be responsible for the contmeters failure to cion) obs
Eots-Section R311 the work in accordance with the construction doglmems. ',The E NAIL 9PACIN AT PANEL EDGES lIN.)
Landings -Section R312 Engineer shell not be responsible for the acts or oml.4. Vii F " NAIL SPACING\4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Ramps -Section R313 the conlrantor. No changes shell be made in the docume is
Stairways -Section R314 and/or the building as designed without the expressedw den I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails -Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Guards-Sechon R316 S. The contractor and all subcontractors shall maintain cc ntinuous
Smoke Alarms -Seddon R317 Insurance coverage Including statutory policies (Worker 2. T
ULATED 12 INCH O -G. N
AIL SPACING ASSUMES SHE
ATHING ATTACHED TO RAFTER/TRUS
S FRA
MING
FoamPlaslc-9eodon R318 Compensation, etc.) general l'ebl1ltYin an mount not ME�9 WITH l .49, FpitF FRAMING MEMSERS WITH O.42G20.49 THE SPACINGS SHALL BE
Flame Spread and Snake -Section R319 lava that $6 million and automobile liability and damage RECWCEp TO 6 INOHE9 O.C.
Insulation-Ser4Wn R320 coverage not lees than $2million. The Engineer shell be
I
Dwelling Uml eaparauon-Section R321 a named insured con any and all policies.
Moisture Vapor Retardem-Section R322 6. Provide 0 026' aluminum lemke shields over fibrous S. TI40ULATF-0 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRl1S8 FRAMING
Protection Against Decay- Section R323 Insulation at nil perimeter sllls.YV MEMBERS WITH Gi0A9. FOR FRAMING MEMBERS WITH 0.42MVO.49, THE NAIL SPACINGS SHALL BE
Protection Against TermitesSenfion R324 7. All wood in Lrod
ntawith concrete or masonry to be W`.'.Mahized REDUCED TO 4 INCHES O.C.
Site Address-Sedton R326 or pressure ornamented.
Accesslhllily-Section'R325 8. Asingle station smoke detector alarm dance shell be' istalled 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU" FRAMING
Flood Resistant Constmcllon-Section R327 In each bedroom, on all floors and shall be all lnlarcannm land per code. MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH CARGI(O.49, THE NAIL SPACINGS SHALL BE
Fhiundedons-Chapter 4 99. A t 1pathroma is without opergWe windows to be meatily van6latd REDUCED TO 3 INCHES O.G.
Design based upon presumptive load bearing values dsendy gravel and/or gravel at 3080 pounds New York Stele Code.
r square fool Contmcor to consult Engineer if different soil materials are found upon excavation, de. Hooting -t m designed f) protide 70 degrees F. HMA cancer
pe q 0 P designed air-tempereture at0 degrees F. and 16 MPH col id. $
or test hole, for alternative loading and foundation wall design. 11, All electrical wore to bol In accordance to the rules am
regulations of the N.Y.B.F.U. and a N.Y B.F.U. certificate Is T512 - I6° 0-G.
Strong -Tia
Foundation Notes. to he presented to are Owner at the completion of me job,TSI2 ,.�.r
'6" Anchor Bolls (SSTB 28) Sea chert on this sheat for spacing 12. Plumbing Installation m comply with lata and Local codes USE 4-8d NAILS
8" poured concrete foundation wall, 8V high, 3000# test and the sewage disposal system to meet Health Dopa lent standards. AT EACH STUD
Minimum depth -Section 403.1.4, 48" mimmum coverage to top a footing 13, Do not scale drawings. Use figure dimensions only.
16" x 8" poured concrete wall footings, 3000# test 14. All work to conform to the rules and regulations of the New York at
2-1 W" x 11 718" Micmlam Girder (or 316' x 11718' Power Beam) Energy Conservation Construction Code. All glazed areal to be double
4" poured concrete Boor slab wlih 6x6x#10 mesh and vapor barrier glazed and all exledhir doors to have insulated come I
Damp pronOng at exterior foundation below gmde-Section R406 15, The Insulation protection as indicated on these plannlexceeds
30" x 30' x 12' deep poured concrete column footings, 3000# test the Code's minimum standards.
Deck and parch footings as noted, 3000# test, 48" minimum buried depth 16, These drawings and specifications are instruments of service and
Foundation wall to extend a minimum of S' above finished grade shall remain the property tithe Engineer whether the pm act for
All footings to he carded drown to undisturbed and which they aro made IS executed a not. They may not b i used
No foobng,shall he set higher than a 30 degree angle from any other thinning on any other project except by written authorization of U Engineer
Pour no concrele on frozen ground or In freezing weather 17. The engineer has not been retained for site super,66 an, on-site 1
Provide 3 Y" steel lolly columns inspections and certifications ss required or requested bI the owner,
Backfill shall not be placed against the wall until the wall hes sufficient strength and has been contractor or local building department
" anchored to the floor above, or has been sufficiently braced to prevent damage
by the backfill (Section R404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS a 0
0
Froom-WFCM ProsuipOve Method VBE
SIMPSON STRONG -TIE CONNECTORS
Floor fromingshell'be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
DraBalopptng-Seclion R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
FirablodtingSeGion R602.13 CONSTRUCTION CATALOG CMWO2
•• r
,
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
Emergency Escape and Rescue Openings -Section R310 shall not be responsible for the contmeters failure to cion) obs
Eots-Section R311 the work in accordance with the construction doglmems. ',The E NAIL 9PACIN AT PANEL EDGES lIN.)
Landings -Section R312 Engineer shell not be responsible for the acts or oml.4. Vii F " NAIL SPACING\4T INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.)
Ramps -Section R313 the conlrantor. No changes shell be made in the docume is
Stairways -Section R314 and/or the building as designed without the expressedw den I. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
Handrails -Section R315 consent of the Engineer. SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED.
Guards-Sechon R316 S. The contractor and all subcontractors shall maintain cc ntinuous
Smoke Alarms -Seddon R317 Insurance coverage Including statutory policies (Worker 2. T
ULATED 12 INCH O -G. N
AIL SPACING ASSUMES SHE
ATHING ATTACHED TO RAFTER/TRUS
S FRA
MING
FoamPlaslc-9eodon R318 Compensation, etc.) general l'ebl1ltYin an mount not ME�9 WITH l .49, FpitF FRAMING MEMSERS WITH O.42G20.49 THE SPACINGS SHALL BE
Flame Spread and Snake -Section R319 lava that $6 million and automobile liability and damage RECWCEp TO 6 INOHE9 O.C.
Insulation-Ser4Wn R320 coverage not lees than $2million. The Engineer shell be
I
Dwelling Uml eaparauon-Section R321 a named insured con any and all policies.
Moisture Vapor Retardem-Section R322 6. Provide 0 026' aluminum lemke shields over fibrous S. TI40ULATF-0 6 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRl1S8 FRAMING
Protection Against Decay- Section R323 Insulation at nil perimeter sllls.YV MEMBERS WITH Gi0A9. FOR FRAMING MEMBERS WITH 0.42MVO.49, THE NAIL SPACINGS SHALL BE
Protection Against TermitesSenfion R324 7. All wood in Lrod
ntawith concrete or masonry to be W`.'.Mahized REDUCED TO 4 INCHES O.C.
Site Address-Sedton R326 or pressure ornamented.
Accesslhllily-Section'R325 8. Asingle station smoke detector alarm dance shell be' istalled 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU" FRAMING
Flood Resistant Constmcllon-Section R327 In each bedroom, on all floors and shall be all lnlarcannm land per code. MEMBERS WITH G10.49. FOR FRAMING MEMBERS WITH CARGI(O.49, THE NAIL SPACINGS SHALL BE
Fhiundedons-Chapter 4 99. A t 1pathroma is without opergWe windows to be meatily van6latd REDUCED TO 3 INCHES O.G.
Design based upon presumptive load bearing values dsendy gravel and/or gravel at 3080 pounds New York Stele Code.
r square fool Contmcor to consult Engineer if different soil materials are found upon excavation, de. Hooting -t m designed f) protide 70 degrees F. HMA cancer
pe q 0 P designed air-tempereture at0 degrees F. and 16 MPH col id. $
or test hole, for alternative loading and foundation wall design. 11, All electrical wore to bol In accordance to the rules am
regulations of the N.Y.B.F.U. and a N.Y B.F.U. certificate Is T512 - I6° 0-G.
Strong -Tia
Foundation Notes. to he presented to are Owner at the completion of me job,TSI2 ,.�.r
'6" Anchor Bolls (SSTB 28) Sea chert on this sheat for spacing 12. Plumbing Installation m comply with lata and Local codes USE 4-8d NAILS
8" poured concrete foundation wall, 8V high, 3000# test and the sewage disposal system to meet Health Dopa lent standards. AT EACH STUD
Minimum depth -Section 403.1.4, 48" mimmum coverage to top a footing 13, Do not scale drawings. Use figure dimensions only.
16" x 8" poured concrete wall footings, 3000# test 14. All work to conform to the rules and regulations of the New York at
2-1 W" x 11 718" Micmlam Girder (or 316' x 11718' Power Beam) Energy Conservation Construction Code. All glazed areal to be double
4" poured concrete Boor slab wlih 6x6x#10 mesh and vapor barrier glazed and all exledhir doors to have insulated come I
Damp pronOng at exterior foundation below gmde-Section R406 15, The Insulation protection as indicated on these plannlexceeds
30" x 30' x 12' deep poured concrete column footings, 3000# test the Code's minimum standards.
Deck and parch footings as noted, 3000# test, 48" minimum buried depth 16, These drawings and specifications are instruments of service and
Foundation wall to extend a minimum of S' above finished grade shall remain the property tithe Engineer whether the pm act for
All footings to he carded drown to undisturbed and which they aro made IS executed a not. They may not b i used
No foobng,shall he set higher than a 30 degree angle from any other thinning on any other project except by written authorization of U Engineer
Pour no concrele on frozen ground or In freezing weather 17. The engineer has not been retained for site super,66 an, on-site 1
Provide 3 Y" steel lolly columns inspections and certifications ss required or requested bI the owner,
Backfill shall not be placed against the wall until the wall hes sufficient strength and has been contractor or local building department
" anchored to the floor above, or has been sufficiently braced to prevent damage
by the backfill (Section R404.1.7) UPLIFT - CONTINUOUS PATH CONNECTORS a 0
0
Froom-WFCM ProsuipOve Method VBE
SIMPSON STRONG -TIE CONNECTORS
Floor fromingshell'be nailed In accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND
DraBalopptng-Seclion R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
FirablodtingSeGion R602.13 CONSTRUCTION CATALOG CMWO2
•• r
,
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE.
LTP4 - 16" 04 •-
%G OSB plywood oub %oor,�, fallen per Table 3.1 WFCM BSTB28 WITH BEARING PLATE, SEE FOUNDATION AT EXTERIOR ' ,
Floor joists: San Foundegran and floor Plans, spacing as noted NOTES FOR SPACING Ii PERIMITER AND .•
Fasten perTablaI WFCM
2-2x6 CCA sill with termite shield end sill seal SILL PLATE TO RIM JOIST USE: GAfNAGE/HOUSE
Finish boom per 6greerrem LTP4 48" O.C. AT EXTERIOR PERIMETER
AND GARAGEHOUSE COMMON WALL COMMON WALL
Well Construction-WFOMI Pmsalptive Method USE 4 8d NAILS AT EACH END USE 48d NAILS
Wall foaming and finishing) shall be nailed and or screwed in accordance withI AT EACH END
Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE.
1x6 Pine fascia, wrap SSP CONNECTOR AT 16" D,C.
Overhangs as noted USE 4Sit NAILS ATEACPEND BILL PLATE TO RIM JOIST AND
Vinyl vented soffits `
Aluminum gutters and leaders RIM JOIST TO STUD CONNECTION USE. RIM JOIST TO STUD CONNECTION
Sidi 'See Elevations MTS 12 16'0.C.
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
Tyvek housewrap USE 4 gal NAILS AT EAC, cND
'h" OSB sheathing, see fastening schedule, Table 3.1 WFCM
2x4 Studs (tg 16' o.c. win 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE.
'G" Gypsum wall board META 36, 16" O C.
5/8" Type X GWS 1n garalge USE 4 ed NAILS AT EACH END
Y" MR GWS in wet areae FOR CANTILEVER CONDITION USE MT512, 16" O C.
At least one window in catch sleeping room shall comply with the exit requirements of section R310 USE 4 gal NAILS AT EACH END
Note drilling and notching limitations in figure R602 6(1) for bearing wells
and figure R602.5(2) for non-bearing wells. RAFTER TO STUD CONNECTION USE.
Follow exterior corner framing dated figure R602 10.5 MTS 12, EACH ROOF RAFTER
USE B 16d NAILS AT EACH END
Roof Assemblies -WFCM Prescriptive Method
Asphalt stip shingles shall have a minimum of six(6) fasteners per shingle (section R905 6) RAFTER TO RIDGE TO RAFTER CONNECTION USEI' Simpson Strong -Tie
Undedeyment application) (Section 8905.2 7) CS20 USE 8-8d NAILS IN EACH END MT812
For roof slopes of mo(2) )units vertical in twelvd(12) units horizontal (17 -percent scope), AT EACH ROOF RAFTER AT EACH STUD
up to four(4) units vertical In malve(12) units horizontal (33 -pecan) slope), undedayment
shell he two(2) layers applied in the following manner. Apply a 19 -inch (483 mm) strip of DECK POST TO CONCRETE CONNECTION USE
underlaymenl fell parallel with and sterling at the eaves, fastened suRclantly to hold In place. PBS44A FOR EACH POST - USE 14 - 16d NAILS
Starting at the save, apply 36 -inch -wide (914 mm) sheets of underayment, overlapping '
successive sheets 19 mdhes (483 mm), and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE:
Fa roof slopes of four(4) units vertical in twelve(12) units PC44 FOR EACH POST
I
Ice Protection (Section R, 91 GIRDER TO DECK JOIST CONNECTION USE:
Undedayment In High wind (Section R gnS 2.7.2) MTS12 Q EACH JOIST tr
Flashing (Section R 99612.8)
Chimney's and Firespeces-Chapter 10 GIRDER TO DECK JOIST CONNECTION USE:
Energy Efficiency -Chapter 11, see attached report MTS12 G EACH JOIST
Mechanical-Chapmr 12 _
General Mechanics Systems -Chapter 13 PORCH POST TO DECi@-:.-6Er
Harting and Cooling Equipment -Chapter 14 2 - ACA - USE 14 -16d NAILS
Exhaust Systems-Chaplar 15
Ouch Systems -Chapter 116 PORCH POST TO GIRDER USE. 2 - AC4
Combustion Air -Chapter 17 USE 14 - 16d NAILS
Chimneys and Vents -Chapter 18
Plumbing-PanVllPORCH ROOF RAFTER TO GIRDER USE FL.I,:)OR TO FLOOR CONNECTIONS -
1 3/4" MINIMUMMTS 12 AT EACH ROOF RAFTER
EDGE DISTANCE�_ BP_ - CANTILEVER CONDITION
�--
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
Ed
110
Simpson Strong-Tle
AC4
AT EACH POST
2" MINIMUM
SIDECOVER •'s TF "
Slmpaon Strong -TIB
-6844
AT EACH POST FOOTING
PORCH COLUMN CONNECTIONS
4
4
le d
SEE PLAN
4
4 n
�4
d
A 4
Slmpeon Strong -Tie
SSTB28 WITH BP 1
ANCHOR BOLT DETAIL
Slarpoon Strong -Tie
MT630 OR MT812
AT EACH ROOF RAFTER
Il`� II�tlNI•`�� USE
8-16d NAILS AT
V/
EACH END
STUD TO ROOF RAFTER
CONNECTION
Simpson strong -Tie
MSTA36 - I6" O.C,
USE 4.8d NAILS
0 AT EACH STUD
FLOOR TO FLOOR CONNECTIONS
1/2" SPACINNOTRANSFER
ALLOWSHOLDDOWINSTALLATIOSIDEWALLDWALL
HOLDDOW(PF4D59RNER STUD 0
NNECTED TO
614EAR OLDPOWN
HD5) 0
bd COMMONm
ILS AT 6" O.G.
BLOCKING AT
24" 04. ALLOWS
HOLDDOWN
INSTALLATION -
O
0 2-I6d COMMON
NAILS AT 10" O.C.
CORNER STUD
0 A CONNECTED TO
TRANSFER SHEAR
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS,
AND WINDOW AND DOOR OPENINGS
(WFCM FIGURE 3.1a d 4.1b)
Simpson Strong -Tie
U210 2X6
AT EACH RAFTER
4-IOd x 1 1/2"
NOTE
ATTACH LEDGER TO FRAMING MEMBER
WITH 2-1/2" X 5" LAG BOLTS AT 16"
ON CENTER
Stmpson Strong -Tie
U210 2X6
AT EACH CEILING JOIST
4-IOCI x 1 1/2"
Simpson Strong -Tie
U210 2x8
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2"
TYPICAL PORCH/DECK
LEDGER CONNECTIONS
K
RAFTER
RIDGE BEAM
RIDGE TENSION STRAP
CS20 USE a -lid NAILS
IN EACH END AT
EACH ROOF RAFTER
RIDGE TENSION STRAP DETAIL
0
i
_ N a5'ID76'
1 `
� 1
It `
I \
\
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51TE DATA:
DIST: 1000 5EG: 18 13LOGK: Oi LOT: O9
AREA OF 51TE: 255b14Z4 SOFT. = 5.409 ACRE -5
51 -TE PLAN BASED ON SURVEY_BY..
-105EPH A. WOEENO
LAND SURVEYOR.
13W PDANOKE-AVENLE
P.O. BOX Illm
RIVM*IEA0, W 11901
T€L..:-(631) 177-2090
FAAk (631) 1Z1-1721
I
6
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9
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JET k1OLE EtATA
(TEST HOLE D358Y MCOON4ID�GIENGE OtiAR'Y 4, 194H)
EL. 1A' Q.
&Z m LOAM OL
GRAY GLAY S 5
4'
\1ER IN BROVN 51LTY riPllJ SM
lo'
4TER IN PALE 9ROVJt
! 5AND SP
IT
I
0
N
-
13-4"
42' I W
22'0"
LINE OF DECK
ABOVE
—
___________,
PILE NOTES:
1. Piles to be southern yellow pine pressure treated
_________________-----------------------
'
__________
----------------------------------------------------------------
—�
�
I
GCA .6 ratention timber piles with 10' or 12' butt and
K
'26 or 30' long, in accordance with ASTM 0.25 standards
3
8'3"
y, til.
y 5„
e' S„
B, ti„
8'3'
See plan for size and location.
2 Piles are to be mstelled under the supervision of a
licensed Professional Engineer who will be responsible
=
10 DIAMETER DC
for maintaining pile logs. All piles are to be driven a
WOOD PILE,
5 TON
minimum of 10' into ground water and to the minimum
CAPACITY,
TYP. AT DECK
-
bearing capacity specified on the plan. All beanng
capacity is to be as measured by the "Engineering
News' formula. The Professional Engineer is to
provide certified pile logs and certification of
_____________________�_
__________
y _______________________
_
pile bearing capacity to the architect or design
1
•
•� -
--
-
— - —
engineer upon completion of pile installation
-------
-------------
-------
--- ------
-
--------------- --
3 Ad piles are to be cut off at design height
fir'
a' 3"
a' 3"
8T 7"
9'3"
after driving.
4 Grade beams are to be poured as shown on plan and
mzetordance vain-bTe7fC'i'code, Lrw"Ne-w York._tZe
ata_
._CCA-
Building-
Code and prevailing local modes and standards.
WOOD PILE,
20 TOIX,
Concrete is to be 3000 psi min. 28 day strength and steel
CAPACITY,
YR. AT COIL
reinforcement is to have a working stress of 20,000 psi
;
s
5. All piling handling, setting, and driving shall conform to
;
.
L
the N.Y.S. Department of Transportation Code requirements
;��
;•
Damaged piles shall be repaired or removed as per
instructions of the design engineer.
i.
''}
W
6, Piles shall be driven to-withm 3" of the design locations.
Piles tolerance
out of shall require remedial action as per
the design engineer
j -
-
-
-
IMROF05ED POOL kri-
7. Ail pile and deck hardware shall be hot dipped galvanized
W
v
In accordance with ASTM At 53 Any damaged areas shall be
repaired to the satisfaction of the resident architect All
steel connectors shall be grade 2 or equal. �•� • •
�•�
C
B. Alt timber girders and braces shall be CCA treated
_
for ground contact use as per AWPA standards
9 Use galvanaed nails for all exposed areas.
10. Please be advised that this pile foundation has been
-
_
34'0"-
-
designed for all required environmental loads with the existing
-
-
soil level of approximately +6 0 MSL Any loss of soil below
this elevation will be detrimental to the stability of the pile
group. If the soil elevation falls below this point, remedial
action will be required. The addition of soil above this
-
—
:___ _________________
- =�'-.e-----------------------
___ ___________
______
__ _____
--
o
•
---------____-- --
_
••— - - — - —
-� -
— -
— -
d
s'-
_"""--------
-------------� -----,
n
elevation will not harm the performance of the foundation
-----------
------•
---`
11. Contractor to provide 2x4 CCA cross bracing on deck piles
r
12 Location of pile foundation or property Is not the
responsibility of the design engineer All setback lines
and pile locations to be located and staked by others
Q
in
m
prior to construction
Y
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In:
o,
w
10" DIAMETER GGA
o
2
WOOD PILE, 10 TON
i O
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CAPAG'TY, T"P
W
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17' 0"
a' b"Y
25' bn
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CELLAR
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-
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00 DIAMETER GGA
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to, a"
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OD PILE 5 TO
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______1
CAPACITY
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ITU"IN'
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---------------------------
---
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9'
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3
JEFFREY T. BUTLER,
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50_ D MASONRY PIER
-
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WITH T C FLUES FOR �l1RhAGE
_
=
= -
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U
-
AND NOT 'WATER 4E4'ER
F -r
'�
—
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"A50NRY FIREP_ACE AND
Q '
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CUIMNEY AEOVE
_IN
+
VERIFY S.ZE OF L'LJES REOWREGLU
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7
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_____________i____
_________________-
FI ____________________
____________________.
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PILE PLAN
------------------------------------------------
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10'4"
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T' / / COASTAL HARRIER
)DI IFIE�1 11-16/-90/
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OF
NOTES
1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: _n
EXISTING CONTOUR ONES ARE SHOWN THUS: - - -- to - - - - - -
EXISTING ELEVATIONS SHOWN ARE AS PRIOR TO START OF CONSTRUCTION
2 THIS PROPERTY IS IN FLOOD ZONE AS (EL 8)
FLOOD INSURANCE RATE MAP No. 36103CD166 G
10NE AS BASE FLOOD ELEVATIONS DETERMINED
3. 11-16-90 COASTAL BARRIER
FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION
OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER
NOVEMBER 16, 1990, IN DESIGNATED COASTAL BARRIERS
4 UPLAND AREA = 74,644 aR ft
FOR SUCH USE BY
TITLE ASSOCIATION
THE MINIMUM
AS ESTABLISHED
SURVEY OF PROPERTY
SITUATED AT
SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK ,COUNTY, NEW YORK
S.C. TAX I No. 1000-78-07-09
!SCALE 1"=50'
JANUARY 23, 2002
JULY 181 2002 ADDED PROPOSED WELL
FEBRUA Y 12, 2003 REVISED SITE PLAN
JULY 2�, 2003 REVISED LOT COVERAGE
JULY 29. 2004 FOUNDATION LOCATION
AREA = 235.614.84 sq. ft.
(TO -TE LINE) 5.409 ac.
CJRTIFIED TO:
DOMINIC NICOLAZZI
I
UNAU HOR 2 E ALTERATON OR ADDITION
TO THIS SURVEY IS A VlounON OF
SECTION 7209 OF THE NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SEAL OR
EMBOSSED SEAL SHALL NOT BE CONSIDERED
TO BE A VAUD TRUE COPY
CEWIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING IASTR KION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI-
FLUON CEWIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY. NOT SHOWN ARE NOT GUARANTEED.
-Ni N 85'10"tD
+�.�
11'GCCIUL1J
SUFFOLK CCUINT)' ?3a
Ip
20934PR 30 AN 11: 41 +
JUICE V'ASTEVYAfEH MCMI
/
O �
�v
NOTES,
1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
EXISTING ELEVATIONS ARE SHOWN THUS:SV
2. PROPOSED SEPTIC SYSTEM STRUCTURE SHOWN THUS:
PROPOSED EKPANSION POOL
® PROPOSED LEACHING POOL
0 PROPOSED SEPTIC TANK
3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD
OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS.
4. THIS PROPERTY IS IN FLOOD ZONE AE (EL. e)
FLOOD INSURANCE RATE MAP No. 3610300166 G
ZONE AE RASE FLOOD ELEVATION5 DETERMINED
5. 11-16-90 COASTAL BARRIER
FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION
OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER
NOVEMBER 16, 1990, IN DESIGNATED COASTAL BARRIERS.
6. UPLAND AREA = 74,644 eq. ff.
PROPOSED HOUSE G GARAGE IS 5,191.q. ft. OR 6.95} OF UPLAND AREA
7. APPROXIMATELY 500 au. ye.. OF FILL WILL BE NEEDED.
B. HOUSE TO BE BUILT ON A CONCRETE FOUNDATION.
S )y.3p 5p„
f 1
T
1
T flCs, 1
I '1
o s
I, I
a � c
Pr
SUFFOLK COUNTY
III'
SURVEf OF PROPERTY
li'ITUATED AT
SOUTHOLD
TOW14 OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAXI No. 1000-78-07-09
(SCALE 1 "=50'
J NUARY 23, 2002
JULY 141, 2002 ADDED PROPOSED WELL
FEBRUARY 12, 2003 REVISED SITE PLAN
PERMIT FOR APPROVAL OF CONSTRUCTION FOR A
6INGLE FAMILY RESIDENCE ONLY
DATEg-5-0�Z_ HS REF. O. RI0-0O.-02(pO
APPROVED
FOR MAXIMUM OF —q—D D ODMS
EXPIRES THREE YEARS FROM DATE OF APPROVAL
RNgX'a
aEv. 9s
NP EL .Y YYR.
IPIIC
lIT0.ID1/''/1' i4!( nYM fTL
µ>J
A EA = 235.614.84 sq. ft.
(TO TE LINE) 5.409 ac.
ESTATE OF JULIUS ZEBROWSKI
S\
Td,
7i
N0.E
FOR SANITARY SYSTEM
TEST HOLE DATA ii
(TEST HOLE DUG BY V'c.RIN4 n GEOS.IENGE ON FEBRUARY 4, 1999)
Nft�r Wort WD W
artx IN ew Son n I4
N?1.
II�
UNAUMORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VOLITION OF
SECTION 7209 OF THE NEW YORK STALE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SELL OR
EMBOSSED SELL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY
CERTIFICATIONS INDICATED HEREON SHALL. RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTTUFON LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSG-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
)seph A. Ingegno
Land Surveyor
Surreys - Subdivisions
- Site Plane - Construction Layout
(631)727-2090
fax (631)727-1727
ES LOCATED AT
L. FL Ar ��1io IG
;OANOKE AVENUE
I I l II
), New York 11901
10
SEPTIC TANK (Il
Td(
gL / 1 I III
a
F1c>yw .exp„ yA� e 1 yu owc.¢
1 i, ♦
POOLS is
_
rf W
YA SM MIX Or AINN N"TL 0115
ILEEACHING
Nr LV
�iomlm
-ll) I
MO FX. A
5 a ionull u,o mi `vw�i wnrx'Ei'imlrw .. I. ANN . or v�o H ".
M99WL I A NUP As our Mr 4Wx 0 YMMrYR
mloele Im m+vJ
vwiNw 10m�uo oam �m
mwe svu I or ON miW
�in.
rmlwa or zl/n
`ami
AIa'^Iv.wu�'nlnAN,.aral".. re Au al�.r1.1""""uu
n IY Mn .IYm, Now Tu+. u0 wNu>I.0 I uw .
iw M:°w"x�Iii mxil`"�"O`uiulrw14d'ww AND if wl°WLiI.
NE NE INAKI
I'
S\
Td,
7i
N0.E
FOR SANITARY SYSTEM
TEST HOLE DATA ii
(TEST HOLE DUG BY V'c.RIN4 n GEOS.IENGE ON FEBRUARY 4, 1999)
Nft�r Wort WD W
artx IN ew Son n I4
N?1.
II�
UNAUMORIZED ALTERATION OR ADDITION
TO THIS SURVEY IS A VOLITION OF
SECTION 7209 OF THE NEW YORK STALE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYOR'S INKED SELL OR
EMBOSSED SELL SHALL NOT BE CONSIDERED
TO BE A VALID TRUE COPY
CERTIFICATIONS INDICATED HEREON SHALL. RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
LENDING INSTTUFON LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSG-
TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
)seph A. Ingegno
Land Surveyor
Surreys - Subdivisions
- Site Plane - Construction Layout
(631)727-2090
fax (631)727-1727
ES LOCATED AT
MAILING ADDRESS
;OANOKE AVENUE
P,0 Box 1931
), New York 11901
RlverheaE, New York 11901-0965
N p¢ ,S! E /
a
O� u
all NOI. ESE%STNS ARE
REFERENCED
EFEERENS CREED SHOWN 122 DATUM SUI'' VEY OF PROPERTY
G 2 / f 2. PROPOSED SEPTIC SYSTEM STRICTURE SHOWN THUS: SITUA TED AT
• PROPOSED/ EXPANSION POOL PROPOSED LEACHING P004 ILII', SOUTHOLD
PROPOSED SERTIC TANK fix'
3. THE LOCATION OF WELLS AND CESSPOOLS $NOW% NEIIEON ARE FROM FIELD 1f O W I `� OF S 0 U T H[*O L D
OBSERVATIONS T AND IN FLOOR DRTA O0i OTNERR. SUFFOLK COUNTY, NEW YORK
4. THIS INSURANCE
IS IN FLOOD No. AE EL R
FLOOD
BASE FLOOD IDSWATIOMS D TWINED
� S.C. I; AX No. 1000-78-07-09
4 S. H-1 R -SO COKSEAL SARRlR
FL000 NSMMNOi NOT AW WRtE FOR NEW O9 N "
' s°Rovl""i."I�wI�R°u°sia°I�"rE�"'�ers.Aar'I�.'R�IeRI� III SCALE 1 =50'
R. urLAND ARG E T4sw+ eR.T JANUARY 23 2002
/ PROPOS[p HOUSE, v$MGt, CK d Pb01, 1R �,W!'PR N• 011 71.03% OF UPIANO AREA ,
T. APPROXIMATELY aop w. Pau OF Fui WILL iE NEEDED. ' ' 13R 18, 2002 ADDED PROPOSED WELL
UARY 12, yj003 REVISED SITE PLAN
U4Y 28, 2003 REVISED LOT COVERAGE
b /
AREA = 235,614.84 sq. ff.
(i0 TIE UNE) 5.409 CO.
CO.NIS
E CERTIFIED T0:
71 as,
E DOMINIC NICOLAZZI
75,
/ PRQPQ I�SEPTt� SYSTEM DETA'L
� f j// �' / �/ / / �N� �J//%/ _ � y� �}.� "'v • mRW�imal +f�+'Eil. 'mow ��,u. IniY � --, ,wl �
w /"�/// / / // //// ////�k�' / :_: d •may, �p,� sEe�vNK-W wP. a No' w..,�
�////% j j i//// j/ J //,�'� /// }�;;�]..: u:w• `IeWX.f[K 4,EIM �' VIII 1u xYw
// M. , mm xane r imoLEACHING POOIS (6)
z Wtl1FlF 51 W W1E � 41YM fblw6T[ •,IVIEfM E SW MS �vM� Ubwn Mlb mW4 XPIE O ]W w n SOfv
> MIL Mpp6lMll E • ,wWu (i Y. ,11V TM,E9 b E yo • m1ou. 11U], fW f E PfflmMOl W In[W„EpYM1d LMGMrt OWI' iMll
/�7� AN+ bWWY EIRP Y41CI fW1Y VMM EEGLM NId1, MLTOI muE 1 ylnn".v,an°lpGp�n•Iwa�i®m•unel ,avu
/7'/',' .,'''.; ,,ql,_'`` ; .._'Y'..° ; •Nu,axmlwn EASV .0 IVa,lo WARS LXE GlMi�c nKK BMW. E WII/NE
(xm . xu luuwz I,/•T a ,w. ENmI Moss wD Mm w,c awl E wnxl(n
`I // // // /// // / / / ? .I' ? {'�` :)' • C mry MM6 E1MFM %ACM •E IMSL •OWL E Il.n„wkv,
/ TEST HOLE DATA
GEST NOTE DVC HY Mna0.4ld, GMSC;CN^.: ON I IIDRUARY 4, 1999)
.y'.�Wy UNN1fHOPItED ALTERATION OOIRR ADM”
P Voly M1• �l 1,, •` x III y ttCC¶MO0,ST�� d�JyRpY�EY 13WE NEEW 1DID STATE
//. F)IMxTION CiW.
4�ca, ddd� m.««IFn Wu wPE1 NSN6Su�SE m NO
E1I�LSM S� 50ryRN1 NGT 6 CURbERED
///// /S.•~ 1 �' TO 9E A YMJD THE COPY.
p', CERtN ROARS INW, HWEON SHALL RUN
tom. a1 O _ 4
IS MWTIApSTEHApE 'PAIHb�m NINE DOW TITO� iHSUE
L 2
MIND INKS UEES N&NEONIG '�
TUTION. CERTV MXuk OE ME NOT TPAN6fEWLE.
THE EXISTENCE OF RIGHTS OF WAY
ANO/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED.
PREPARE) IN ACCOROMCE WITH WE MWIMUM
STANDARDS FOR TITLE SIRNETS A5 ESTUXII
\ A FBY OR HE NI USE BY D APPROVED
A D ADO WIO
y� FOR UCHASSOCIATION Joseph A. Ingegno
,esu Land Surveyor
rifle SUTveye - Subdivisions - Site Plane - Constmc7ion Layout
yQ1
i, PHONE (631)727-2090 Fax (831)727-1727
\ ' OFFICES LOCATED AT MAILING ADDRESS
N.Y.S. LIc. No. 49060 �I 322 ROANOKE AVENUE P.O. Box 1931
IRNERHPD. New York 11901 Riverhead, New Yolk 11901-0985
IN as-lu L. I x
37.93'
T
F- 'T SURVEY OF PROPERTY
clt� T/ DA A
T T/ 51ITUATED AT
rig SOUTHOLD
FF
TOWN OF SOUTHOLD
o SUFFOLK:COUNTY, NEW YORK
S.C. TAX No. 1000-78-07-09
T T
SCALE 1"=50'
JANUARY 23, 2002
T,
JULY 18 2002 ADDED PROPOSED WELL
FEBRUARY 12, 2003 REVISED SITE PLAN
JULY 28, 2003 REVISED LOT COVERAGE
g JULY 21, 2004 FOUNDATION LOCATION
JUNE 19, 2006 FINAL SURVEY
T,
o
IlU T
TTI T,/ T/ "T' AREA = 235.614.84 sq. ft.
T I ED.
1,TT, / , (TO TIE LINE) 5.409
1 FT "I T, r Co.
T S-C,D.H.S. No. RI0-00-0260
q;,30'5 i. vo
US
PR TIFIED TO
DOMINIC NICOLAZZI
L SAFE HARBOR TITLE AGENCY, LTD.
Q, F/FT T,
H, COASTAL BARRIER
IDENTIFIED 11-16790,
FF 'T
'T/ ZONE AS (EL. 0)
OFF 'IT UP I THIS PROPERTY IS IN FLOOD
C', FLOOD INSURANCE RATE MAP N. 3610300166 G
ZONE Al, BASE FLOOD ELEVATIONS DETERMINED
T/ "I T/ A 4— 2 11 16-90 COASTAL BARRIER
FLOOD INSURANCE NOT AVAILABLE FOR NEW CONSTRUCTION
OR SUBSTANTIALLY IMPROVED STRUCTURES ON OR AFTER
NOVEMBER 16, 1990, IN DESIGNATED COASTAL BARRIERS.
J,
T, / � // ,
13 UPLAND AREA - 74.644 sq ft
Tz F, T 4, ELEVATIONS ARE REFERENCED TO N.GVo 1929 DATUM
T, T/ LT IF DA -P EXISTING ELEVATIONS ARE SHOWN THUS
1929
CFa TO fi, ELEVATION = 17 9-
F, IT' IF OL FT, FT T/ BASEMENT h GARAGE N, ELEVA . FOR = a 1
FT
L/ L
9
I
T
T FT
o T 'S
y II
T," T
LF
FT
1,9
I 'T
F Gv S z
J�
lFA- E
41 T'
A
UNAUTHORIZED ALLEGATION OR ADDITION
To THIS SURVEYIS A VIOLATION OF
SCCTPRJ 7209 OF THE NEW YORK STATE
EDUCATION LAW
F%T
COPES 0 THIS SURVEY MAP NOT BEARING
FF THE' -AND` SURVEYOR 5 INKED SEAL OR
EMBOSSED SEAL SHALI NOT BE CONSIDERED
TO BE A VALS TRUE COPY
FF CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
is PREPARED. AND ON HIS BEHALF TO THE
TITLE COMPANY, GOVERNMENTAL AGENCY AND
Si LS LENDINGNSTIPUT1 0N EI
1STED HEREON.
TO THE AAND
SSIGNEE' THE LENDING NSTI—
EDITION CERTIFICATIOOF NS ARE NOT TRANSFERABLE.
THE EXISTENCE OF RIGHTS or WAY
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED
IS PREPARED IN ACCORDANCE WITH THE MINIMUM
STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
BY NTHE EJ A IF 5 AND APPROVED A�TADGF'ENC Joseph A. Ingegno
FOR SUCH USE BY THE NEW YORE ATE
HTLE ASSOCIATION
Land Surveyor
GO
Trle SO,,, - SEbd,,rs,YFW — S,W %Ns — CN,,UuIffUr, lOpOt
PHONE (631)727-2090 Fox (631)727-1727
QC`CES LOGTEO AT MAILING ADDRESS
NI Lic N. 49668 322 ROANOKE AVENUE PO B., 1931 —0965
I RIVERHEAD. N. Riverhead. 11901Riverhead. EeA York 11901