HomeMy WebLinkAbout31621-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31969
Date: 10/30/06
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 1755 SHOR
(HOUSE NO.)
County Tax Map No. 473889 Section 47
Subdivision
DR GREENPORT
(STREET) (HAMLET)
Block 2 Lot 31
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 10, 2005 pursuant to which
Building Permit No. 31621-Z dated NOVEMBER 21, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS
The certificate is issued to VASOS CONSTANTINIDES
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Rev. 1/81
2089329 08/16/06
10/19/06 VASOS CONSTANTINIDES
Au ori ed Signature
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT 9
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANde` _—
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $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. �O 1 f l � 6
New Construction: Old or Pre-existing Building: V11(/heck one)
Location of Property: 11CS S'AAZC i?RlrC (>REC PKCi /V 11411Lj
House No. Street ' Hamlet
Owner or Owners of Property: 1(ncn � ice, af,!�
Suffolk County Tax Map No 1000, Section L % Block a Lot 3 1
Subdivision Filed Map. Lot: _
Permit No. '3 )(,II Date of Permit. Applicant: VgSoS 6Saun i t n j ri]
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: Z (check one)
Fee Submitted: $
cant Signature
d —
C 0 7-
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. 31621 Z Date NOVEMBER 21, 2005
Permission is hereby granted to:
VASOS CONSTANTINIDES
1755 SHORE DRIVE
GREENPORT,NY 11768
for
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY
APPLIED FOR
at premises located at 1755 SHORE DR GREENPORT
County Tax Map No. 473889 Section 047 Block 0002 Lot No. 031
pursuant to application dated NOVEMBER 10, 2005 and approved by the
Building Inspector to expire on MAY 21, 2007.
Fee $ 375.60
zecy 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
VASOS CONSTANTINIDES
4625 190 ST
FLUSHING NY 11358
Located at 1755 SHORE DRIVE GREENPORT, NY 11944
Application Number: 2089329
Section: Block:
Lot:
VASOS CONSTANTINIDES
1755 SHORE DRIVE
GREENPORT. NY 11944
Certificate Number:
Building Permit: 31621
2089329
BDC: NS37
Described as a Residential 3000-4000 square k. occupancy, wherein the premises electrical system consisting of
electrical devices and wiring, described below, located in/on the premises at:
First Floor, Second Floor, renovation, Attached Garage, Outside,
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 16th Day of August, 2006.
Name
QTY
Rate
Rating Circuit Type
Alarm and Emergency Equipment
Sensor
2
0
Carbon Monoxide
Sensor
4
0
Smoke
Appliances and Accessories
Exhaust Fan
3
0
F.H.P.
Dish Washer
1
0
1.2 KW
Hydro Massage Tub (Therapeutic)
1
0
Furnace
1
0
Gas
Wiring and Devices
Outlet
80
0
Fixture
Fixture
80
0
Incandescent
Outlet
50
0
General Purpose
Receptacle
35
0
General Purpose
Switch
24
0
General Purpose
Dimmers
19
0
Receptacle
1
0
20 amp Laundry
Receptacle
8
0
GFCI seal
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.
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
VASOS CONSTANTINIDES VASOS CONSTANTINIDES
4625 190 ST 1755 SHORE DRIVE
FLUSHING NY 11358 GREENPORT, NY 11944
Located at 1755 SHORE DRIVE GREENPORT, NY 11944
Application Number: 2089329 Certificate Number: 2089329
Section: Block: Lot: Building Permit: 31621 BDC: NS37
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:
First Floor, Second Floor, renovation, Attached Garage, Outside,
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 16th Day of August, 2006.
Name t TY Rate Rating Circuit Type
seal
2 0£ 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.
Town Hall, 53095 Main Road
P.O.. Box 1179
Southold, New York 11971-0959
Building Permit No.
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Owner: &S5 s C�
(Please print)
Plumber: VKS,s
(Please print)
lead.
Date: I D/ I I G
Fax (631) 765-9502
Telephone (631) 765-1502
I certify that the solder used in the water supply system contains less than 2/10 of 1%
(Plumbers Signature)
Sworn to before me this •a3ih
day of._0�4vbe, 200(0_
o
Notary Public, Q_County
CELIA E. MALDONADO
Notary Public, State of New Yak
No. 01 MA6123834
Qualified in Kings County
Conwnission Expires March 14.20aq
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS ATION
[ ] FRAMING / STRAPPING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
-71
DATE INSPECTOR
:)I( 2,1 �
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING/ STRAPPING[ t FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
DATE 0 / �� 10 (42 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] RO� PLBG.
[ ] FOUNDATION 2ND [ "SULATION
[ ]
FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
OR
DATE INSPECT
S
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ "OUGH PLBG.
[ ] FO ATION 2ND [ ] INSULATION
[
FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: / �-
t
DATE INSPECTOR 4
i
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[L - FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ v] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
A L
REMARKS: /TIt"1
A - I ..
DATE j J INSPECTOR
Louise A. Agnes, Architect, P.C.
Mf'iTA)e? Anieri ar €P'!.'stitUOe o 6_f CEli t
THIRD PARTY INSPECTION
For Town of Southold. NY:
1. Project Name: Constantinides Residence
2. Property owners name: Vasos C. Constantinides
3. Address or location of site: 1755 Shore Dr., Greenport, NY
4. Suffolk County tax map #: Sec: 047 Blk: 02 Lot: 031
5. Building permit # 316217
6. Weather, time & date of inspection: Sunny, breezy. 35': 2/24/06 (a)
10:OOAM.
7. Name & title of inspector: Jeannette Blaguiere, representative for Louise
A. Agnes, Architect, P.C.
8. Findings of inspection: As requested by Gary Fish, inspector for the
Town of Southold, the footings for Pier #'s 1, 2 & 7 in the crawl
spaces were inspected. Piers and footings appear to be as per plan.
The piers measured 16"x16" and the footings measured 24"x24" with
4" above rat slab (full 12" depth of footing was not visible but
assumed by word of owner). Therefore, to the best of my knowledge
and belief I certify that the piers and poured concrete footings
conform to the drawings and NYS and local codes.
Seal:
o �U,
Note: Photos a referenced inspection are available upon request.
t.AgnesArchitect'( aol.com
Louise A. Agnes, Architect, P.C.
J i3ln,,l Iti ■1;:I1IC; It I,:
February 24, 2006
Town of Southold
Department of Building Housing & Engineering
53095 Main Road
Box 1179
Southold, NY 11971
Permit # 316217
Re: Constantinides Residence
1755 Shore Dr.
Greenport, NY 11944
To Whom It May Concern:
The following revision to the above -referenced project can be made and is approved by
this architect.
The header over the master bath window to be (2) 1 '/4" X 5 %2" micro=lams
since the header specified in Supp. Note #51 does not fit.
Thank you for your time on this matter, if you have any questions and/or comments
please feel free to call me
Cordially,
j
'� Louise A. Agnes, R.A.
FIELD INSPE TION REPORT I DATE
COMMENTS
FOUNDATION (IST)
�JJ v
y
x
-------------------------------------
FOUNDATION (2ND)
----�
ROUGH FRAMING &
PLUMBING
0
O
'
y
y
--
INSULATION PER N. Y.
STATE ENERGY CODE
Le
r
FINAL
ADDITIONAL COMMENTS
m
ro
� y
x
m
to
r�
b
y
TOWN OF SOUTHOLD
BUILDING DEP. RTNIENT
TOWN HALL
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
SOUTHOLD, NY 11971
4 sets of Building Plans
TEL: (631) 765-1802
Planning Board approval
FAX: (631) 765-9502
www. northfork.net/Southold/ PERMIT NO. ��ar""
Survey
Check
Septic Form
N.Y.S.D.E.C.
/ /,
Trustees
Examined 20
Contact:
Approved i , 20
i
Gj
Mail to:
Disapproved
Phone:
APPLICATION FOR BUILDING PERMIT
Date 20
INSTRUCTIONS
a ,hi cation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
set ans, 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.
ignature of applicant or /n/�(ne, if a corporation)
�GOZo 127,71A' 4e,—
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises t/ a S o 5 o-, S-i� n I QS
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be
kp p 5 A- i -A (-75S- Short
\�f
a~
House Number Street Hamlet
County Tax Map No. 1000 Section (-i 1 Block Lot'
Subdivision Filed Map No.
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed constfuction:
a. Existing use and occupancy zQ e� pew -
b. Intended use and occupancy
Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost
5. If dwelling, number of dwelling units
If garage, number of cars
Fee
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 01`11/(/�
tt� being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
Agent, Corporate Otheer, 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
1Y-� day of AjcW4 t..Q)-4-1 200 -5
oda ') I
Notary Public
LINDA S TA=RT
NOISrY Public, State of New York
No. 4948506
fiE"uSufft duh �60 17
Signature of Applicant
Y
PIPES COVE
w
0
20000
S 50038'30" W 100' ,,ORS"' 1.65•E
0.63'E HIGH WATER MARK pill IruFen 0.73'E I
WOOD RET WALL
FENCE 2.1
0.58'N ,I „
o YARD k p
3 I s
h Q
�h
N I d, YARD
Q 21. DE
,5 I W000 DECK 'd WINDOW N Q
WOOD DECK
h
1 STORY OVERHANG o><
w
z a BAL AT 3 t
wI 2nd STORY
31 0 lNo. 1755111 1 STORY FRAME STOOP
o Z STORY FRAME � / � l I 7.90' \�
h, H FRAME
LLJ
Q _ 30.65' /19.0'
i
I_ri 7.54'-AT�GRAADE 1 STORY FRA E'y ( Sr - - I
oCV HANDICAP P N \�
k
3 - 0 26.71' O I 0
c/)
Q YARD n ,
Z
Q I
FENCE i
ON UNE N 50038'30" E 100 1.77'N i
"pp (MONUME)VT) 5.86' 513'
(FOUND) x x x x x x x x x x x x x x xJ
ODO FENCE
SHORE DRIVE
REFER TO 'MAP OF GREENPORT SHORES SECT/ON ONE"r�(V)
9
FILED ON ✓UNE 29, 1950, AS MAP No. 1759 UNAUTHORIZED ALTERATION OR ADDITION TO TNIS SURVEY IS A VIOLAT
TAX DISTRICT.... 1000
TAX SECTION... 047.00
TAX BLOCK .... 02.00
TAX LOT:.... 031.00
CERTIFIED TO: -
PROPERTY SITUATED AT
1605 A/K/A 1755 SHORE DRIVE
GREENPORT
TOWN OF SOUTHOLD
COUNTY OF SUFFOLK
STATE OF NEW YORK
7
I. CHICAGO TITLE INSURANCE COMPANY
2. FIRST MANHATTAN ABSTRACT CORP.
3. VASOS CONSTATINIDES
DATE OF SURVEY: APRIL 15, 2005
SURVEY IS TO BE USED FOR TITLE FURPWES ONLY AND IS SUBJECT TO WHATEVE
IT TO LOCATE ANO/ OR R A MORE COMPLETE TITLE SEARCH MAY REVEAL.
LAYDIT NEW CONSTRUCTION MAY RESUT IN PROBLEMS FOR WHICH THIS SURVEYOR WILL NOT BE LIAM F
OF SECTION IZUY, OF THE NEW YORK STATE EDUCATIONAL LAW, ION
COPIES OF THIS SURVEY NOT BEARING THE LAND SIRVEYOR,S INKED SEAL
OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RIN ONLY TO THE PERSON FOR
WHOM THE SII
INEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMP,
GOVERNMENTAL AGENCY AND LENDNG INSTITUTION LISTED HEREON, AND TO
THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE MO'
TRNLSFERABLE TO ADUITIDIAL 86TIT111IONS OR SUBSEOLENT OWNERS,
1ZAMZAN ALLI N.Y,S.L.S. No- 050457
FROFESSIONAL LAND SURVEYOR
NYC FIVE BOROuGI{5__NA55AL(_-SUFFOLK
161-15 85TH AVENUE, JAMAICA, NY 11432
PHONE (718) 523-5995 FAX (718) 739 7441
Louise A. Agnes, Architect, P.C.
November 16, 2005
Town of Southold -
8 2n
Building Department
Town Hall
53095 Main Rd., Box 1179
Southold, NY 11971
RE: Proposed interior alteration @
1605 Shore Dr.
To Whom It May Concern:
The above referenced residence, the windbome debris protection fastening schedule for
wood structural panels shall conform to table 1609.1.4 of the Building Code Of New
York
Thank you for your time on this matter. If you have any questions and/or comments,
please feel free to call me.
Cordially,
Louise A. Agnes
LA/lew
Cc:Bill Constantinides
Permit Number
RFScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheck Sofwate Version 3.6 Release 2
Data filename: K:\\0585 -CONST ANT INIDES. rek
COUNTY: Suffolk
STATE: New York
HDD: 5750
CONSTRUCTION TYPE: Detached 1 or 2 Family
HEATING TYPE: Non -Electric
WINDOW / WALL RATIO: 0.14
DATE: 11/04/05
PROJECT DESCRIPTION:
CONSTANTINIDES RESIDENCE
1655 SHORE DR.
GREENPORT, NY. 11944
DESIGNER/CONTRACTOR:
•LOUISE A. AGNES ARCHITECT
COMPLIANCE: Passes
Maximum UA = 669
Your Home UA = 667
0.3% Better Than Code (UA)
Gross Glaang
Area or Cavity Cont. or Door
Perimet R -Value R -Value U -Factor IJA
Ceiling 1: Flat Ceiling or Scissor Truss
1630
25.0
0.0
65
Ceiling 2: Cathedral Ceiling (no attic)
959
19.0
0.0
50
Wall 1: Wood Frame, 16" o.c.
3585
13.0
0.0
250
Window 1: Wood Ftame:Double Pane with Low -E
230
0.340 78
Door 1: Solid
52
0.140 7
Door 2: Glass
258
0.340 88
Floor 1: All -Wood Joist/Truss:Over Unconditioned Space
2698
19.0
0.0
127
Floor 2: All -Wood Joist/Tmss:Over Outside Air
34
19.0
0.0
2
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building
plans, specifications, and other calculations submitted with this permit application. The proposed systems have been
designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design
Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belie( and
professional judgment, such plans or specifications are in compliance with this Code.
Builder/Designerl.j�'Jk56 d4- Date ( 6!
OR
CONSTRUCi FOF�iHE¶CONSTANiINIDESNRESIDENCEE
GENERAL
1. Contractor shall check & verif9 all conditions at lir site prior to starting of wore and he
shall familiarize himself with the intent of these plans and make work agree with the same.
2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any
work. If contractor or owner does not receive a permit prior to start of construction the
Architect holds no responsibility in correct code compliance nor dissimilar interpretation of
ores i'i� lf�e to glal�ls examiners.
its certificate of occupancy, inspection
3. bon roc r s all a�Fa a require approvals, perm) p y, p
approvals, etc. for work performed from agencies having jurisdiction thereof.
4. All work shall conform to the Residentual Code Of New York State 2002
Building Code, Slate Energy Conservation Code and all rules and regulations of
Town of Southold.
5. If in the course of construction a condition exists which disagrees with that as indicated on
these plans, or if there are any Inconsistencies on the plans, the contractor shall stop work
and continue with the work
Should he fall to fallow this procedure n ,
and motif the architect. h I
Y
and Ilabilll arising therefrom.
he
shall assume all responsibilityn
9
y sited In the field after partial
6, Architect has made various assumptions that only can be verified l p
demo has taken place. If assumption is correct continue with work. If assumpption is incorrect
stop work and notify Architect immediate)yy. In most cases assumptions can be verified prior to
start of work with test holes, if this can be done -it Is expected to be done prior to start of work.
7. The Architect/Designer assumes no responsibility for construction conforming to these plans;
means of construction, methods, techniques, sequences of procedures, or for safety precautions
and programs in connection with the work, or has he/she been hired for supervision unless specified.
8. Contractor shall he solely responsible far the correctness of dimensions or quantities and for the
fitting to other work; for work to be confirmed and correlated to the site; for Information
pertaining to the fabrication procedure or to the means, methods, techniques, sequences and
procedures of constructions; and for the coordination of work with all trades. The verification
of the physical interrelationships of elements of the work from plans and specifications and
in the field is the conlraciors sole responsiblllty. Architect's review of the contractor's
submissions does nal relieve contractor from these responsibilities
9. Architects site plan is only schematic. All information is as Indlcated on owners survey and shall
prevail.
10. Existing conditions indicated were from field measurements taken on September 25, 2005.
11. Do not scale drawings. Written dimensions supersede scaled dimensions.
12. Architect has not been retained for on site Inspections and/or observation of the construction.
13. The standard form, A.I.A. Documents No. A-201, of the American Institute of Architects latest
edition Articles 1 through 14 inclusive, is hereby made a part of this specification and the terms
lho of binding to the contract agreement to the some extent as if herein written out in full. A
copy of this document is available at the office of the architect for examination.
14. =Warrants that contracts to perform the work contemplated h these plans willnot
deviate in any material respect from the general notes herein and tie pertinent drawings and
specifications.
15. General: Submit samples, shop drawings, p, rodduucctt�datta, test reports and data, manufacturers
name, certifications, and procedures for oil specified Items and as requested by Architect. Shop
drawings shall conform to the best standards of the construction industry and shall be prepared
l and under supervision of competent engineering personnel.
16. Stress graded lumber and timber.
a) submit name of supplier and certificate of inspection stating grades of lumber used
in fabrication
b) Submit name of manufacturer of metal structural timber connectors with printed
pproduct catalog.
17. Structural Steel:
a) Submit shop drawings for structural steel members shown in the drawings.
18. All items removed In the construction shall r�emdln�the owners property with the exception of debris
which shall be carted off the site and legally disposed of.
19. Contractor shall exercise good jldgment to minimize damage to existing areas (including lawn and
shrubs. Areas damaged due to new or additional construction shall be restored to It's original
condi Ian.
20. Where existing walls are removed or new openings are calledfor in existing, walls, prior to removal
of existingg walls, ceiling beams, roof rafters, ect,.contractor shall brace existing as required
until new -header as specified is installed
FIDUNDATION AND FOOTING
a in. allowable soil pressure of 3000 lbs. SF and shall
to bear o u disturbed soil with m
21. Allfootings P /
. P P
have a minimum of 3-0 of cover. Sall is assumed to be sand/gravel, with a minimum trace of dry clay.
22. Tap of footings shall be kept below frost lines. Contractor shall verify minimum depths required with
local Building officials.
23. The foundation as shown on the construction documents is predicated upon a site with little or no slope
24. All concrete to be 3,000 psi stone concrete 02B days.
25. Basement/Crawl space construction: If at any time during excavation, the soil appears to be
conductive to water problems, the contract" is to order a soil boring test prior to further
excavation to determine the wale level and presence of an underground spring.
26. If other conditions ore encountered or special site conditions prevail the contract" is responsible
for having the foundation redesigned and shall notify the architect/designer
27. All wood on concrete shall be A.C.Q. treated.
28. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density.
29. Concrete shall not be poured and masonry shall not be laid when the temperature Is 40 degrees
or less. Concrete shall not be poured an frozen surfaces.
30. All structural steel to be A-36 to 36,000 psl�All"shapes & plates shall conform to ASTM A36.
31. Design Values:
a) A.S.T.M. A-36 steel/Fy-- 36 lost
b Bending stress = Fb= .661 = 24 ksi
for compact sections (W & S shapes)
c) Bending stress - Flo = .6OFy - 22 ksi
for non-com act sections.
d) Sheer stress (Fv) _ .40Fy = 14.5 Ike!
e) Modulus of elasticity = 29,000 ksi
32. Steel lintel schedule:
Up to 3'-6': 3.5"x3.5"x5/16"
36' to 8'-0": 5"x3.5"x38'
over 8'-0": 6"0.5%1/2
33. Wood shimming Is strictly prohibited. Use steel and/or non shrinkgrout only.
34. All reinforcing rods shall be deformed of intermediate grade new fillet steel conforming to A.S.T.M.
specification A-615 grade 60.
35. Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B.
36. All bolts are to conform to A.S.T.M. A-325.
37. All wood/steel flitchelutes shall be through bolted with 5/8"0 galvanized steel bolts ®16" D.E.
staggered. Such flitch plates shall be supported on solid posts with 3/8" thick steel bearing plate
fastened to the top of the post. See construction documents for the size of the post. Insure that
applied loads are transformed to all load carrying component parts. All steel pplates shall be the
some depth as that of adjacent wood members less 1/4' (1/8 at top; 1/f1" at bottom).
38. Connection Materials (bolts, nuts, washers nails, screws and the like) shall conform to ASTM A307.
Nails shall be hot -dipped galvanized In accordance with ASTM A153.
39. Manufactured Metal Structural Timber Connectors shall be as manufactured by Teco,Chevy Chase, Maryland
Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized
joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 14 gauge.
40. Structural Steel:
a
b3All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders
Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel
Structures Painting Council and shall be painted with shop pprimer 2.0 to 4.0 dry film thickness.
c) Structural steel supporting wood framing shall be fastened to the wood framing with 1/4' clip angles
at intervals not to exceed 4-0".
41. Paint for structural steel:
Shop primer: Tnemec 10-99, Tnemec Company or other accepted by Architect
42. All lumber shall be Douglas Fr Larch #'2. Des ign�vaallues shall be that as published in
American Forest and Pa er Association Wgod Frame Construction Manuel. (WFCM)
1995 Edition, for 1 and 1 story dwellings. las per R301.2.1.1 Section 1 1
43. Design Loads:
Location L_L DEL. De ecti
1st Floor 40 psf 15 sf 1 360
2nd Floor 30 psf 15sf 1/.360
Attic- Limited Storage 20 psf 10 psf I/240
Under 3/12 Attic -Nan Storage 10 psf 5 psf 1/240 (must he under 3"/12" slope)
Roof < /12 * 45 psf (ground 7 psf 1/240
Roof > 3/12 * 45 psf (ground 7 psf 1180
Cathedral Ceiling 45 psf (ground 15 psf 1 240
Balcony and Decks 60 psf
(*) NOTE: Reduction of live loads on certain roof pitches (See ASCE 7)
44. Design timber stress to be size adjusted lumber 875 psi - Dougglas Fir construction grade 2 or
better, modulus of elasticity of 1,600,000 psi Douglas Fir No. 2 and Southern Pine- No. 2 dense
' s a d commercial rade. Lumber shall be graded b a
shall be considered acceptable specie n g g y
recognized grading and inspecting bureau in strict accordance with industry standards and by
it's use as Indicated In the drawings. Grade markings shall be clearly printed on structural members
and where possible shall be left visible.
45. Double joists under all partitions parallel to same and around all openings
46. PicloLam, LVCs and 'I " Joist's are to be Installed in strict accordance with manufactures specifications.Microlom LVCs and
I joists to be by Trus Joist Silent Floor System. No substitution is allowed without written consent of Architect
prior to construction.
47. Builder is to procure a placement plan from "I " Joist manufacturer. (Trus Joist, A Weyerhaeuser Business)
48. For 1.9E Microlam LVL:
a A minimum of 3' of bearing at ends,
b i6", 18" and 20" deep beams are to be used in multiple units only.
c Nailing pattern for assemblyy of multiple units is to be a
minimum of (2) rows of 12d nails al 12' o.c., (3) rows of 12d nails
at 12' a.c. far 14', 16', 18" and 20" beams.
d) Assume Flu = 2,600 psi, E - 1,900,000 psi.
49. For 'I " jolst's:
a) A minimum of 2' of hearing at ends,
to Lateral support is required at bearing points.
50. Install bridging In all floor and flat roof Joists, ceilingg joists & beams. Bridging shall be installed
at 8'-0' o.c. max. and shall be Simpson 'fie type NB cross bridging.
51. All headers to be (22'%10" unless otherwise noted.
52. Protide Douglas Fir lywood manufactured to meet applicable U.S. commercial and, American Plywood
Association Standards:
aFlooring - 3/4' thick - interior (b -d)
I Roof and sidewall sheeting - 1/2 inch exterior (c -d)
53. On all ca edral ceilings and around all skylights, notch holes as allowed by New York State
Code for proper thru venting of batt insulation to allow for clear venting from soffit vents
through to the roof venting system used.
54. Provide fire stopping in floors, walls and other framed compositions as requied by the Nee York State 2002 Building Cade
and any local codes having jurisdiction.
WINDOWS k DOORS
55. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically
weatherstripped, including an aluminum saddle.
56. Where existing walls are to be removed or new openings are called for in existing) walls, prior to removal of existing
walls, ceiling Beams, roof rafters, ect., contractor shall brace existing until new header as specified is installed.
57. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall
be provided with double glazed insulating glass and fiberglass screening. Architect suggests Storm Watch windows
as an option to shutters.
58. Anderson windows have a 15% return charge on standard windows (in stock) and will not accept
returns on special orders. Contractors/owners to verify that window sizes shown oln their plans
are correct prior to ordering windows. Return charges / no returns allowed are this
responsibility of the contractor.
59. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be field
determined upon completion of framing.
60. All entrance doors to have storm door a certified U value of .40 or less.
61. All interior doors to be 1-38" hollow core loan veneered with appropriate hardwaae. (Owner Is
to sel/ardware)
est a egress window 24" clear het ht c oin and
ufth oyer as noted. Provide at least on
62. Window man ( 1 9
g B
on rade level with sill within 441 fa rade.
n min. 5.7 s . H. (or 5 . H. II w
20" clear width opening 9
P 9
9 ( s9 9
63. Glass In sidelines, showers, sliding glass doors (or equal) and in Interior/exterior (ons or less above
the floc and as per Section R30 . (Hazardous Locations) shall be tempered safetyety gkwith with marking
labels as per Section 308.1 FINISHES
64. All finishes shall match existing as close as possible.
65. Patch as required all areas where existing has been removed and/or new work abuts existing.
66. All drywoil shall be U.S.G. National Gl )sum Co. 1/2" thick, taped and spackled 3 coats.
67. All Wallboard shall be primed and painted where exposed using best quality factory mixed paints
min. 1 coat primer & 2 coats finish or more as required.
68. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior staining, counter
tops, vanities and kitchen cabinets.)
69. Contractor shall stipulate an allowance for interior and exterior lighting fixtures, kitchen cabinets,
cabinets, countertops and vanities.
70. Carpeting shall be furnished and Installed at owners expense.
71. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to
retain Its natural color.
72 Kitchen louring shall be linoleum with a 4' high complimenting vin e� base.
73. Bathroom flooring shall be mosaic tile on mortar bed with glazed lite base. Walls )around tub and
showers shall receive glazed tile to 6'-0" above finished floor and shall be set with mastic. All
tile shall be American Olin a equal.
A. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder,
towel rack, shower rack, shower curtain rods and clothes hooks as selected by owner.
75. All plumhlnfixtures shall be American Standard or equal with Moen faucets for sinks and
lavatories (?verify with owner).
76. All appliances shall be furnished by the contractor and shall be G.E. or approved equal.
77. Provide access to attic area by means of a 24"x1S' removable panel in closet ceiling or pull
down stairs (welly with owner).
ROOFING h GUTTERS
78. All metal flashing where called for on plans shall be aluminum.
79. Roofing shall be 240#/square asphalt shingles over 15# fell.
80. Install leaders, gutters, and drywells as required for proper runoff collection and dlstrihution
and as required to meet state and local codes.
PLUMBING & HVAC
81. Provideppan under washing machine as per code.
82. All pplumbing shall be in strict conformance with the Plumbing Code Of New York.
83. Con motor shall reroute as required all existing plumbing, electrical, and heating Ihnes
including air-conditioning ductwork which Interferes with new construction.
84. Modify as required the existing oil fired hot water system to provide a separate z(one
with thermostat and controls for the new addition. All piping shall be Insulated andl run
concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of
sufficient length In each room for maintaining a 68 degree Fahrenheit interior temlperature
at 0 degree exterior temperature with a 15 mph wind velocity at 36' above finisheod floor,
24' away from exterior walls
85. Sanitary disppcoal system shall be County Health Department approved for des!gn cond Installation.
System to be 1000 gal / min. septic lank and 300 sf wall area leaching pool. Orr as required by
County Health Department. ELECIIRU
86. 50 ch Intermitent bathroom ventilation, or 20 Elm continuous.(or not less than 3 square feet of
aggregate gglozing area with min. one half must he openable-see R303.3 and exception)
87. 10 ft. can as of light at all landings, treads interior and exterior stairs.
88. Install asper owners direction any and all intercom, telephone and/or N antennoo wiring in walls
grl r to sir etrocking. All temperature control wiring shall also run concealed In walls, floors
n�/or ceings.
89. Electrical work to be Board of Fire Underwriter approved.
90. Fumish and Install a single station smoke detecting alarm device where Indicated Ion plan. (AJ 102.3)
Device shall conform to Section R317.1 of the New York State Building Code.
91. Carbon Monoxide detector sensor shall be provided on each floor
including cellar and shall be hard wired.
92. Smoke detecting alarm devices shall be provided outside each separate sleeping area, in each
sleeping space and on each floor level to be hardwired.
93. All electrical work to conform to the 'National Electrical Code' and any applicable) local codes,
and shall be approved by the "National Board of Fire Underwriters'.
94. Electrical and HN.A.C. systems shall by designed by others, unless otherwise noteed.
95. Contractor Is to verify prior to contract signing all electrical fixtures, outlets, and switch location
as well as twe and manufacturers.
96. Service shall be 200 amp service with pushmatic type panelboards or as speclfedl by owner.
110. NOSUBCONTRACTORS SUBCONTRACTORS: Do not notch or cut holes into joists greater than that allowed
a Notching: Maximum 1/6 depth within 1/4 of sppan (not allowed within middle half of span.)
Is Bored Holes: Maximum 2 1/2"0 no less than F from tap or bottom of joist. )Also, in no case
are notches to he placed In both edges if the near sides of such notches are (closer than 12"
horizontally, nor are the near sides of notches and bored holes to be placed chose then 12"
horizontally, nor are bored holes to be placed near both the top and bottom edges if the
near sides of such holes are closer than 12 horizontally.
NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO
MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT LIMITED TO TERMITE SHETLD, CLIPS,
STRAPS,SHINGLES,SIDING,MDOWS.DOORS,INSULATION, ECT. ECT. ECT.
LIST OF ABBREVIATIONS
AFF -------ABOVE FIN FLOOR MAS ------- MASONRY
a 3
ALUM ------ALUMINUM MATL------MATERIAL
APPD------APPROVED MAX -------MAXIMUM
APPROX----APPROXIMATE MECH------MECHANICAL O` G l0q'q� �lJ, NAIL SHEATHING
BD --------BOARD MFG-------MANFACTURER
BBD-------BUREAU/BLDG DESIGN MIN -------MINIMUM �� F9�F,y TO EACH RAFTER
BLK-------BLOCK MISC------MISCELLANEOUS
MO -----MASONRY OPENING Z O' EVERY 6"
BR --------BRICK " �s
BSNT------BASEMENT MTL-------METAL
w
Q o
P w_
CEM -------CEMENT (N) ----- NEW ROOF UCTiON z
CERT. -----CERAMIC TILE NIC -----NOT NOT CONTRACT m z
CL --------CLOSET NO-------- NUMBER
CLG-------CEILING N.T.S.------NOT TO SCALE z w
240 #ASPHALT OF SHINGLES
V
COL -------COLUMN OF --------OFFICE o
SIMPSON STRAP PE LSTA15
CONC------CONCRETE OD -----OUTSIDE DIAMETER "
1 2 CDX PLY OOD OVER 15LB. FEL A
CONC BL ----CONCRETE BLOCK OPNG------OPENING PLACED OVER RAFTER TO RAFTER � T PAPER
CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR FOO (USE 12-10d NAILS) RAFTERS (SEE PLANS)
DEMO ------DEMOLITION PLMB------ PLUMBING
¢ ¢¢
DEPT ------DEPARTMENT PLYWD-----PLYWOOD MIN. 1" SPACE FOR VENTING OF INSULATION
DET -------DETAIL PERFAB----PREFABRICATED R-19 INSULATION
DIA-- DIAMETER..OR 0 PREFIN----PREFINISHED o ��
DN-- --DOWN PRELIM ----PRELIMINARY2GYPSUM 1 " YPS M BOARD
a
DR --------DOOR ------
PROV'D PROVIDED
24 WIDE SNOW _______ ___----__ N W AND ICE GAURD
DWG DRAWING R RISER
-------EXISTING REFIF-REFRIGERATOR
EAY� r_
EA --------EACH REINF-- - --REINFORCING SIMPSON HURRICANE TIE H2.5A
EL --------ELEVATION RENOV-----RENOVATION PLACED AT EACH RAFTER
ELEC------ELECTRIC RET -------RETURN (USE 5-8d QACH END) 13.
ENCL------ENCLOSED REV -------REVISE
8i
ED --------EQUAL RM --------ROOM SNO A FACIA BOARD AS SELECTED BY OWNER
EQUIP -----EQUIPMENT SCHED-----SCHEDULE
EWC-------ELEC WATER COOLER SEC -------SECTION SEAMLESS GUTTER L
c
EXH-------EXHAUST SH --------SHOWER
FIN -------FINISHED SPEC ------SPECIFICATION SOFFIT
FIXT------FIXTURE STL-------STEEL 2" CONTINUOUS SOFFIT VENT a N
FT --------FOOT STD -------STANDARD N <
GA --------GAUGE STOR------STORAGE -yC�
GALV------GALVANIZED SURF ------SURFACE C7
SUSP------SUSPENDED M CD o 0
GEN -------GENERAL z
GLZO------GLASS SYS -------SYSTEM
OR- LSI ------GLAZING TFW--TOP OF FOUND. WALL
GR --------GRADE TEMP ------TEMPORARY Z J 0 5
GYP -------GYPSUM TO ------TRIMMED OPENING m y vl
CEILING CONSTRUCTION
H.P.------HIGH POINT UNFIN-----UNFINISHED F
UFID--------INSIDE DIAMETER UTIL------UTILITY 240 #ASPHALT ROOF SHINGLES
HOL MET ----HOLLOW METAL TR --------TREAD
INCL ------INCLUDE VERT ------VERTICAL ME oa w.on
x z
VOL, ----V -VOLUME1/2"¢ o
INSUL------INSULATE V,I.F-VERIFY IF FOLD SIMPSON STRAP TIE LSTA15 CDX PLYWOOD OVER 15L8. FELT PAPER =3
LAM -------LAMINATE V.W.O.--VERIFY WITH OWNER PLACED OVER RAFTER TO RAFTER
LAV -------LAVATORY RAFTERS (SEE PLANS)
LF --------LINEAR FEET WD --------WOOD (USE 12-10d NAILS) w o v N
--- R-19 INSULATION
KEY TO SYMBOLS MIN. 1" SPACE FOR VENTING OF INSULATION o o N z
EXISTING WALL TO REMAIN
DEMO EXIS'G WALL I nnnnti li nnnt., CEILING JOISTS (SEE PLANS)
BEARING WALL �\ 1/2 GYPSUM BOARD
NEW WALL
(f)
MAY VARY SN o AND ICE cA FACIA BOARD AS SELECTED BY OWNER N�
SIMPSON HURRICANE TIE H2.5A SEAMLESS GUTTER
ED SMOKE DETECTOR PLACED AT EACH RAFTER Sa 3
YYY (USE 5-8d ®EACH END) SOFFIT oc¢i
C.O. CABON MONOXIDE DETECTOR SENSOR IS
EXT,. w
/1 Ih� 2" CONTINUOUS SOFFIT VENT m
F FAN/LIGHT 35 C.F.M. SECOND FLOOR FIRESTOPPING AS PER CODE �o
-YYYYY- _ BEAM `
F- J
_ o
O SEE PIPE OVER P.C. FOOTING o
L J APPRQVEDASNOTED
r���N®
ALIGN DAT : B.P. #G.rL
c.
0
BY:
z
RIDGE
� 3
;vOTIF SOLOING DEPARTMENT AT
r rt'80 P.C. PIER (DIAMETER SHOWN ON PLANS) 765-1802 SAM TO 4PM FOR THE
ANo
I FOLLOWING INSPF,WO ff5:
SECTION NUMBER 1. FOUNDATION • 0 REQUIRED p
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING U 0 LL
1EUj
SIMPSQN LSTA30 STRAP 3. INSULATION w s o
SHEET NUMBER s� 7
PLACED ® MAX. 16 O.C. FROM STUDS
TO STUD, AND AT EVERY 4. FINAL - CONSTRUCTION MUST Q =
tS (( BE COMPLETE FOR C.O. _
STUD MIN, 4-0 SROM CORNERS 4LL CONSTRUCTION SHALL MEET THE U Q
AND AT WINDOW AND EXTERIOR _QUIREMENTS OFTHECODESOFNEW D/ w
OWNERSHIP AND USE OF DOOR JACK STUDS(CAN BE INSTALLED OVER SHEATHING) EXIST. YORK STATE. NOT RESPONSIBLE FOR \ %%
DOCUMENTATION. (USE 5-10d NAILS AT EACH STUD) DESIGN OR CONSTRUCTION ERRORS.
DRAWINGS AND 5PECIFILATIONS. FIRST FLOOR --- ¢
AS IN5TRUMENT5 OF D
PROFesERVICF,ARE ANo SIMP50N LSTA12 STRAP >
SHALL REMAINfMAIN THE PRCPOER A
Of THE ARCENT5 ART r"E ERE
PLACED ®MIN. 16 0. FROM STUDS COMPLY WITH ALL CODES OF CERTIFICATION OF
J5ED IN
"Off OR
MOTTO T. TO R BQON„ AND AT EVENEW YORK STATE & TOWN CODESNAILING & CONNECTIONS
used IN ANY ER PROOR IN PART. roR En
PURTIRPRMONEY OR STUD MIN. 4-u FROM CORNERSAS REQUIRED AND CONDITIONS OF z
PURPOSE WI M5 AN OR COPY
TIIFSEURAwINGS ANOSPEOIFILATIONS AND AT WiNDOW AND EXTERIOR R.4�UiBEp.
OF FDO TEE A AGMT5 ARTFN PERMI5510P1 n
OFLCUISfAy I01RRC11TEAN 15 DOOR JACK STUDS V�1M1M1lI �I1r1111AA 1v„1'Lal1
PRONIelreo ar FeoeRAl. uw Avis sTRlcr (USE 5-10d PER STUD
U[ST FOR SUCH VIOIAT10N5, SOUINDLD TOWN PUVJMNG BDARD �z w
AND AT RIM JOIST)
o �
SIMPSON LTP4 00110LDTOWN TRUSTEES
PLACED MAX. i6"O.C. FROM RIBBON N.YS.DEC oc�
TO SILL PLATES
J�
(USE 12-8d PER TIE) az
5/8" DIA. X 12" LONG ANCHOR BOLTS
72"O.C.AND MAX. 12" FROM C RNERS EMBEDDED MIN. 7" INTO CONC. -I LINE OF GRADE a
(FOR SPACING SEE ANCHOR BOLT SPACING CHART ON SHEET #2) �IIII a
I�ILLCONSTRUCTION SHALL PLYWOOD SHUTTERS REQUIRED o
I'M
FNEWiORK9Tl¢j�
E�T REQUIREMENTSOFTHO,' ON ALL NEW WINDOW, SEE G
EXIST. I, 2003 RESIDENTIAL CODE R301.2.1.2
CRAWLSPACE I I I I L I; EXCEPTION z
RESIDENTIAL CODE OF NEW YORK:
8301 .2. 1 .2
EXCEPTION. WOOD STRUCTURAL PANELS WITH MINIMUM THICKNESS OF 7/1 G"
(1 I I mm) AND MAXIMUM SPAN OF 8 FEET (2438 mm) 511ALL BE PERMITTED FOR
OPENING PROTECTION IN ONE -AND -TWO STORY BUILDINGS. PANELS SHALL
BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE
PROVIDE[). ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH
TABLE R301 2.1 OR 511ALL BE DESIGNED TO RESIST THE COMPONENTS
AND CLADDING LOADS UETERMINED IN ACCORDANCE WITH THE PROVISIONS
OF THE BUILDING CODE OF NEW YORK STATE
TABLE 8301 .2. 1 .2
WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE
FOR WOOD STRUCTURAL PANELS a,b,c,d,
a. THI5 TABLE 15 BASED ON 110 MPH WIND SPEEDS AND A 33 -FOOT MEAN ROOF HEIGHT.
b. FASTENERS 5HALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
c. NAILS SHALL BE I Od OR 1 2d BOX NAILS.
d. WHERE SCREWS ARE ATTACHED TO MA50NARY/5TUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING MINIMUM ULTIMATE
WITHDRAWL CAPACITY OF 490 POUNDS.
I I V' l I I' l I Mi. OCCUPANCY OR U
I -III -III -I I-
=111 USE IS UNLAWFUL
'=III -III a a EDLU
WITHOUT CERTIFICATE
DETAIL OF OCCUPANCY
_
TYPICAL WALL SECTION a
c rn
NO SCALE d 8 WATER LINES NEED < o
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE a w V
CERTIFICATEOFOCCUPANCY PLUMBING, ��Z z
ALL PLUMBING WASTE LU
SOLDER USED IN WATER TESTING BEFORE COVERING x
SUPPLY SYSTEM CANNOT r
EXCEED2110 OF 1% LEAD. S d
00z
MAIDIONE tila
COMPLY WITH CHAPTER "46" z >L1 of
SHUTTERS OR MISSILE TESTED WIINDOWS FOR 120 MPH. WINDS REQUIRED FL06D DAMAGE PREVENTION
� �
OWNER'S RESPONSIBILITIES AND (DECISION souTHOLDTOWN CODE. U� s
RA'MNG NO. KNXECT No.
NOTE: IF PLYWOOD SHUTTERS ARE NOT INSTALLED PRIOR TO UNDERWRITERS CERPFICATE
HURRICANE, HOME INSURANCE MAY BE VOIDED, THEREFORE IT IS THE REQUIRED A`
ARCHITECTS
FASTENER SCHEDULE
FASTENER TYPE
PANEL SPAN
4 FOOT
G FOOT
(APPROX. 100% ADDITIONAL COSTS
54 FOOT
< PANEL SPAN
< PANEL SPAN
5 G FOOT
5 8 FOOT
2 /2" #G
Wool) 5REW5
I G"
12"
9"
2 1/2" #8
WOOD SKEWS
10'
1 G"
1211
a. THI5 TABLE 15 BASED ON 110 MPH WIND SPEEDS AND A 33 -FOOT MEAN ROOF HEIGHT.
b. FASTENERS 5HALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
c. NAILS SHALL BE I Od OR 1 2d BOX NAILS.
d. WHERE SCREWS ARE ATTACHED TO MA50NARY/5TUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION -RESISTANT ANCHORS HAVING MINIMUM ULTIMATE
WITHDRAWL CAPACITY OF 490 POUNDS.
I I V' l I I' l I Mi. OCCUPANCY OR U
I -III -III -I I-
=111 USE IS UNLAWFUL
'=III -III a a EDLU
WITHOUT CERTIFICATE
DETAIL OF OCCUPANCY
_
TYPICAL WALL SECTION a
c rn
NO SCALE d 8 WATER LINES NEED < o
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE a w V
CERTIFICATEOFOCCUPANCY PLUMBING, ��Z z
ALL PLUMBING WASTE LU
SOLDER USED IN WATER TESTING BEFORE COVERING x
SUPPLY SYSTEM CANNOT r
EXCEED2110 OF 1% LEAD. S d
00z
MAIDIONE tila
COMPLY WITH CHAPTER "46" z >L1 of
SHUTTERS OR MISSILE TESTED WIINDOWS FOR 120 MPH. WINDS REQUIRED FL06D DAMAGE PREVENTION
� �
OWNER'S RESPONSIBILITIES AND (DECISION souTHOLDTOWN CODE. U� s
RA'MNG NO. KNXECT No.
NOTE: IF PLYWOOD SHUTTERS ARE NOT INSTALLED PRIOR TO UNDERWRITERS CERPFICATE
HURRICANE, HOME INSURANCE MAY BE VOIDED, THEREFORE IT IS THE REQUIRED A`
ARCHITECTS
SUGGESTION THAT ALL
NEW WINDOWS ARE TO BE MISSILE
TESTED FOR
120 MPH. WIND GUSTS
(APPROX. 100% ADDITIONAL COSTS
TO WINDOWS)
NAILING SCHEDULE(EXPOSUR17, E ""B" 11
REGION
NAILS
PANEL LOCATION"
JOINT DESCRIPTION
# OF COMMON NAIL51
NAIL SPACING
ROOF
FRAMING
8d
COMMOMN
PANEL EDGES
PANEL FEILD
RAFTER TO TOP PLATE TOE -NAILED
3-861
4(")
PER RAFTER
CEILING 155T TO TOP PLATE(TOE-NAILED)
ROOF RAFTERS I2"O.0 WALL 0 8-10" HIGHT
ROOF RAFTERS 6"O.C. WALL 8-1 O" HIGHT I
3-861
3-861
ROOF SPAN
HEADER SUPPORT POST
PER J015T
CEILING TO PARALLEL RAFTER FACE -NAILED) 12 FT.
(RAFTER @ 12"O.C.)KAPTER SLOPE: 3:12 4-1 Gd
4.12 3-1661
20 FT. 28 FT.
6-1661 8-1661
5-1661 6-1661
36 IT.
8-1661
6-16d
EACH LAP
5:12 3-1 Gd 4-1661 5-1 Gd 5-1661
7:12 3-1661 3-16d 4-1661 4-1661
9:12 3-1661 31661 3-1661 3-1661
12:12 3-16d 31661 3-1 Gd 3-1661
ROOF SPAN
CEILING TO PARALLEL RAFTER(FACE-NAILED 1 2 FT.
(RAFTER @I GIO.CJRAFTER SLOPE: 3:12 5-1 Gd
4:12 4-1661
20 FT. 28 FT.
8-1661 II -1661 14-1661
6-1661 8-1661 II
36 IT.
-16d
EACH LAP
5.12 3-1661 5-16d 7-1661 9-1661
7:12 3-1661 4-1661 5-1661 6-I Gd
9:12 3-1661 3-1661 4-1661 5-16d
12:12 13-1661 3-16d 3-1661 4-164
ROOF SPAN
�v z
CEILING LAPS OVER PARTITION(FACE-NAILED) 1 2 FT.
20 FT. 28 7.
36 PT.
EACH LAP
(RAFTER@12"O.C.)RAFTER SLOPE: 3:12 4-1661 6-1661 8-1661 8-16d
4:12 3-1661 5-1661 6-1661
5-IGd
5:12 3-1661 4-1661 5-1661 5-1661
7:12 3-1661 3-1661 4-1661 4-1661
9:12 3-1661 31661 3-1661 3-1661
12:12 3-1661 31661 3-1661 3-1661
ROOF SPAN
CEILING LAP5 OVER PARTITION(FACE-NAILED) 12 FT.
20 FT. 28 FT.
36 FT.
EACH LAP
(RAFTER @ 16"O C.)RAFTER SLOPE 3:12 5-1661 8-IGd II -1661 14-1661
4.12 4-1661 6-1661 8-1661 II7661
5.12 3-1661 5-1661 7-1661 95 Gd
7:12 3-1661 4-1 Gd 5-1661 6-16d
9:12 3-1661 3-1661 4-1661 5-1661
12:12 3-166 3-1661 3-16d 4-16d
BER OF COMMON NAILS IN EACH END OF 1 1/41120 GAGE STRAP
ROOF SPAN
COLLAR TIE TO RAFTEK(FACE-Nim
T. 16 FT. 20 FT. 24 FT. 28 FT, 32 FT. 36 FT.
(RAFTER @ 1 2"O.C.)KAFTER SLOP
5-861 G-861
4-861 5-8d
7-861
5-8d
8-861 -- --
6-8d 7-8d 8-861
3-8d 4-861
4-8d
5-861 5-861 6-8d
61
3-861 3-861
4-861
4-861 5-861 6-861
d
3-861 3-861
4-861
4-861 5-861 5-Bd
WHEN A COLLAR TIE15 USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF I Od NAILS REQUIRED IN EACH END OF THE
COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 861 NAILS REQUIRED IN STEEL STRAP.
NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGE STRAP
ROOF SPAN
COLLAR TIE TO RAFTEP(FACE-NAILED)
12 FT. HIS FT, 20 FT. 24 FT. 28 FT. 32 PF. 36 FT.
(RAFTER @ 1 6"O.C.)RAFTER SLOPE: 3 12 5-861
4:12 4-861
7-861 8-861
5-861 7-861
9-861
6-8618-861
-8d I I --
9-861 11-861
5:12 3-861
4-861 5-861
5-861
6-861 7-8d 8-861
6:12 3-861
4-8d 4-861
5-861
5-861 G-861 8-861
7:12 -1 2: 1 2 3-861
4 AA 4-861
5-861
5-861 6-861 6-861
WHEN A COLLAR TIE 15 USED IN LIEU OP A RIDGE STRAP, THE NUMBER OF I Od NAILS REQUIRED IN EACH END OF THE
COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP.
BLOCKING E- ED
RIM BOARD TO RAFTER(END-NAILED)
2-861
2-1 661
EACH END
EACH END
WALL
FRAMING
TOP PLATE TO TOP PLATE FACE -NAILED
2-1661
PER FOOT
EACU SIDE
STUD TO STUD(FACE-NAILED)
HEADER TO HEADER(FACE-NAILED)
TOP OR BOTTOM PLAT TO 5TUD(END-NAILED)
2-1 Gd
661
2-1 661
3- 661
4- 1 661
24" O.C.
G" O,C. ALONG EDGES
PER 2"X4" STUD
PER 2"X6" STUD
PER 2"X8" STUD
BOTTOM PLATE TO FLOOR J015T BAND J015T, 2- 6
FLOOR FRAMING
PER FOOT
JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED)
BRIDGING TO JOIST(TOE-NAILED)
4-861
2-861
PER J015T
EACH END
BLOCKING TO JOIST(TOE-NAILED)
2-861
EACH END
BLOCKING TO SILL OR TOP PLATE(FOE-NAILED)
LEDGER STRIP TO BEAM(FA(-E-NAI LED)
JOIST TO LEDGER TO BEAM(FOE-NAILED)
BAND J015T TO J015T(END-NAILED)
BAND J015T TO 51 LL OR TOP PLATE(TOE-NAILED)
3- 661
3-1661
3-861
3-1 661
2- 1661
EACH BLOCK
EACH J015T
PER JOIST
PER J015T
PER FOOT
ROOF SHEATHING
STRUCTURAL PANELS
PANEL EDGES DSU PORT5 TE
ROOF IRAFTER5 @ 12"O.C, INTERIOR ZONE
4 FT. EDGE ZONE
861
861
6" 12"
G" 1211
ROOF RAFTERS @ 6"O.C, INTERIOR ZONE
4 FT. EDGE ZONE
861
861
6" 2"
CEILING 511EATHING
GYPSUM WALLBOARDI
5d COOLERS
7" EDGE/ 1011 FIELD
WALL 5HEAThING
STRUCTURAL PANELS
STUD SPACING @ 12"O.C,
INTERIOR ZONE
8d
4 FT. EDGE ZONE
8C1
im
STUD SPACING @ 16"O.C.
INTERIOR ZONE
861
4 FT EDGE ZONE
861
GYPSUM WALLBOARD
PARTICLEBOARD PANELS
5d COOLERS
861
SEE MANUFACTURER
FLOOR SHEATHING
STRUCTURAL PANELS
R LE S 861
--- --- -
PANEL EDGES SUPPOKT5 TE
I
6"2°
61. G,I
HIP ROOF
C--------7
V j
a
GABLE ROOF
J _
(INCLUDING 12"
QVERHANG)
ROOF FASTENING ZONES FOR WIND UPLIFT
ROOF SHEATHING (FASTENING SCHEDULE
REGION
NAILS
PANEL LOCATION"
ROOF FASTENING ZONE
1
2
3
HIGH WING
UPLIFT
8d
COMMOMN
PANEL EDGES
PANEL FEILD
6
6
4(")
g
6
6
(a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING GABLE
END WALLS
(b) USE 861 RING -SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS
GREATER THAN 25'
GKEAI CK InHIV I"
1 NAILING REQUIREMENTS ARE BA5ED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE
PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR
PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH.
2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABUWTED NUMBER OF NAILS 5HALL BE PERMITTED TO BE REDUCED TO I- 1661 NAIL PER FOOT.
NOTE
THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS
FROM THE AMERICAN FOREST AND PAPER COMPANxWAS UTILIZED IN THE
DESIGN OF THIS STRU"T""�
1995 (HIGH WIND EDITH
AILL NAILING SHEATHING PATTERN
1. SHEATHING TO BE INSTALLED WITH 8d NAILS
2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS
3. SPACE NAILS AT 6" O.C. AT PLYWOOD EDGES
4. SPACE NAILS VERTICALLY IN PLYWOOD FOLD.
1661 NAILS AT 24'O.C. IIS, I GYPSUM MMES FOR
jl/�Sylll (SEE THE NOTES FOR
FASTENING REQUIREMENTS)
Ed NAILS AT 6" O.C.ON ALL —1/2' PLYWOOD SHEATHNG
PANEL EDGES Bd NAIL AT 12"O.C. ON ALL FRAMING
MEMBERS NOT AT PANELS EDGES
RAFTER 11E TAIL
Sim son S Hon -Tie H2.5A
IN TIES EACH RAFTER TO PLATES
AND PLATES TO EACH STUD
(USE 5-8d @ EACH END)
every other nail hole
a row to provide the
le -required minimum
for nulls
H6
WA,STRAPING D AILDETAIL
�mpson lie LOIYA30 and H6
INSTALL STRAPING @ 16"O.C.
)N LSTA30 USE 5-861 @STUD AND@ FL. JST.)
)N H6 USE 8-8d @ EACH END)
(NOTE: STRAPS CAN BE INTALLED OVER SHEATHING)
Simpson Strong—Tie
H2.5A
(USE 5-8d @ EACH END)
W TO FOUNDATION(SLAB)
H2.5A @16"O.C.
PORTAL
(STA STRAP (MIN.
AT BEAM TO POSH
6' MIN. 16'6" MAX
1 STORY
\
/
ROOF OVER 7/12 PITCH
(3)-LTP4 SUPPORT
ROOFUNDER! 7/12 ffTcF 36
li
F
POST TO STRONG -WALL
1-2 STOR
ROOF UNDER 12 PITCH 51
ROOF OVER 71" PITCH 51"
Posy
0<
O N
U
HEADER SUPPORT POST
LJ C7
-
I
(OESIGN BY OTHERS)
U1 —
o ¢ Q
(DESIGN BY OTHERS)
w
I \
HIP RAFTER TIE DETAIL
Simpson Strong -Tie HCP2
INSTALL TIES 0 EACH HIP RAFTER TO PLATES
(USE 6-10d ® RAFTER AND 6-10d 0 PLATES)
RAFTER TO RIDGE TIE
Simpson Strong -Tie H2.5A
IN
TIES @ EACH RAF
(USE 5-8d ®EACH END)
Jse every other nail hole
in a row to provide the
code -required minimum
for nails
FLOOR JOIST
Provide minimum IS
end distance s
Equal number of
specified nails
lin each end
WA�STRAPING DETN
SW
Hong�e
INSTALL STRAFING @ 116"O.C.
(USE 5-8d PER STUD)
(NOTE: STRAPS CAN BE INTALLED OVER SHEATHING)
SPLICE
Sim Sion Strong -Tie
HIM2"
32-16d NAILS)
5/8" ANCHOR BOLT
WALL HOWO�ANCHORS
CORNER STUDS/ SHEAR WALLS: ALL EXTERIOR WALLS IN
AND OUTSIDE CORNERS AND ALL HEADER JACKS 'WITHIN 2'-0"
FROM INSIDE AND OUTSIDE CORNERS
SING�AND DOUB�PORTAL ASSEMBLYDOUB�PORTAL ASSEMBLY
Simpson Strong -Tie (MAY NOT APPLY)
rong-Tie
1-16d NAILS)
o•
2VNIU
oEmwi
Simpson Strong -Tie
ABU44 (USE 12-16d NAILS)
DRAG THE ACROSS BEAM SPLICE
(DESIGN BY OTHERS)
PoRI'AL SYSTEM —�--I
HEADER (SEE PUN)
16'4" I
CONTRACTOR TO PICK OUT
APPROPRIATE MODEL NUMBER
SINCE FIELD CONDITIONS MAY
CHANGE
RAILING
POST
S{im sqn Stron Tie
DIRTB `USE 2-6 GALV.SCEWS)
`!r
A: •A.
INSTALL CROSS
Simpson Stronc
(USE 2-10d EA
END)
LSTA15
(USE 12-1061 NA
(CAN BE INSTAU
OVER SHEATHIN
Simpson Strong -Tie
INSTALL TIES @ EACH RAFTER
(USE 5-Bd @EACH END)
W
INSTALL SOLID BLOCKING MIN. 8'-0" O.C.
FLOOR JOIST BRIDGING BRIDGING OPTION A OR B
—Simpson Strong—Tie
LSTA 12
(USE 5-10d PER STUD AND AT RIM JOIST)
Simpson Strong—Tie
LTP4
(USE 12-861 PER TIE)
(NOTE: STRAFING CAN BE INSTALLED
OVER SHEATHING)
WALL TO TO SI�PLATES
LSTA12 AND LTP4 PLACED @16"O.C.
----MAX. 6" FROM EACH CORNER
6/ "
TO PROVIDE MAX. 12 SPACING
M
P
"11111t ".I
SILLL PLATES
EL WASHER
Bolt Detail
MAX. SPACING
SILL PLATE TO FOUNDATION
(CRAWLSPACE OR BASEMENT)
1 STORY
RUOF UNDER 7 12 PITC 72
ROOF OVER 7/12 PITCH
2 STORY
ROOFUNDER! 7/12 ffTcF 36
ROOF OVER 7 12 PITCH 23"
ALL BOTTOM PLATE TO FOUNDATION
SLAB ON GRADE
1-2 STOR
ROOF UNDER 12 PITCH 51
ROOF OVER 71" PITCH 51"
NOTE: REFER ONLY TO THOSE DETAILS
THAT APPLY TO THIS PROJECT.
OWNERSHIP AND use OF
DOCUMENTATION:
DRAWINGS AND SPECIFICATIONS,
AS POTRUMEFIT5 OF
PROFE5510NAL SERVICE, ARE AND
SHAM REMAIN THE PROPOERTY
OF THE ARCHITECT THE5C
DOCUMEIITS ARE NOT TO BE
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THESE DRAWINGS AND 5PECIFICATON5
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