HomeMy WebLinkAbout31714-ZFORM NO. 4
TORrN OF SOUTHOLD
BUILDING DEPA=RTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-34666
I~ate: 11/08/10
THIS cKKTIFIES that the building ACCESSORY GARAGE
SOUTHOLD
Location of Property: 1755 OLD NORTH RD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map NO. 473889 Section 54 Block 3 Lot 26.5
Filed Map No. -- Lot NO.
Subdivision
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JANUARY 5, 2006 purs%~ant to which
Building Pern~it NO. 31714-Z dated JD/qll~uqY 9, 2006
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 UNHEATED NONq{ABITABLE ACCESSORY TWO CAR GARAGE AS APPLIED FOR.
The certificate is issued to SCOTT & ALLISON LATHAM
(OWNER)
of the aforesaid building.
SuFMOI~K C~)~DEPAR~qTOF}~J~THAPPRO%~tL N/A
~-£KICAL c~KTIFICATE NO. 121660 09/09/06
PLUMBERS c~KTIFICATION DA'r~u N/A
Rev. 1/81
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. 31714 Z Date J~2qUARY 9, 2006
Permission is hereby granted to:
SCOTT & ALLISON LATHAM
PO BOX 1294
SOUTHOLD,NY 11971
for :
CONSTRUCTION OF A NON-HABITABLE ACCESSORY BUILDING IN THE REQUIRED
REAR YARD AS APPLIED FOR
at premises located at
County Tax Map No. 473889 Section 054
pursuant to application dated JANUARY
Building Inspector to exlDire on JULY
1755 OLD NORTH RD SOUTHOLD
Block 0003 Lot No. 026.005
5, 2006 and approved by the
Authori~
Fee $ 136.20
Rev. 5/8/02
ORIGINAL
Form No. 6
TOWN OF SOUTHOLD
BUILDENG DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUI
This application must be filled in by typewriter or ink and subm/tted to the Building
A. For new building or new use:
1.
ment with the followir
NOV 5 23 0
strei ~
..._ .... ,, TOWN OF SOUTHOLD
Final survey of property with accurate location of all bnildings, property line~
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-!
.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 cerUficate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
For existing buildings (prior to April 9, 1957) nou-conforming oses, or buildings and "pre-existing" land uses:
. Accurate survey of properly showiug all propm~y lines, streets, building aud uuusual natm'a[ or topographic
features.
2. A properly completed application and coosen( (o respect sigmed by the applicant. Ifa Certificate of Occupancy is
denied, the Building Inspector shall state the reasons Iherefor in wr/ting to the applicant
Fees
I. CeFtificate ofOccupaocy - New dwelling $2500, Additions to dwelling ,$25.00, Alterations to dwelling $2500,
Switmning pool $25.00, Accessoo, building $2500. Additions to accesso~T building $25.00, Businesses $50.00
2 Ce:dficate of Occupancy on Pre-existing Building - $100 00
3. Copy of Certificate of Occupancy - $.25
4 Updated Certificate of Occupancy - $5000
5. Temporary Cm~ificate of Occupancy - Resideu{ial $15 00, Coonnercial $15.00
Date. 1/-O ~'""' ]{.)
New Constm~tiou:
Locatiou of Prope~y:
Old ot Pre-existing Building: (check one)
St~eel Handel
House No.
Owner or Owners of Property:
Suffolk C6unty Tax Map No I000, Section
Subdivisiou
Penmt No.
Health Dept. Approval:
Plm~ng Board Approval:
Request for: Tempora~ Ce~ificate
Fee Sub~tted: $
Dale of Pelqmt
'~'-~' Block -~_ Lot
__ Filed Map. Lot:
..... Applicant: ~¢0r; L ~ ,.¥r/a,~
Underwriters Approval:
Final Certificate:
(check one)
A~phcant S~gnature
LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC.
670 MIDDLE COUNTRY ROAD
ST. JAMES, NEW YORK 11780
(631) 265-3075
Fax (631) 265-6057
Application No.: 121660
Permit Number: 3174-2
Block: Lot:
Section
Owner: Scott Latham
Address: 1755 Old North Rd.
Municipality: Southold
OwnerPhone
NY
Agent: Thomas Metz
Address: 91 Karen Ct.
Wading River
License#:
Agent:
NY
No. ITEM SIZE No. ITEM SIZE No. ITEM
5 Switches: 1 SubFeeds: 100 A 0 PoolsAbvBIo:
11 Receptacles: 0 Timers: 0 PnolslnGro,~nd:
3 GFCl Devices: 0 Transformers: 0 Pools Filter:
0 Dimmers: 0 ACEqulpmentCentral: 0 Pools Lights:
3 MediumBaseFIxtures: 0 ACEquipmentWIndow 0 CO Detectom:
5 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal:
0 HID: 0 Generators: 0 Metal Halide Lamps:
0 RangeOvenCookTop: 0 WhirlpooIHotTub: 0 RefrigUnits:
0 DryerElectric: 0 Microwave: 0 WalkinBox:
0 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit:
0 CeilingFans: 0 SmokeDetectors: 0 SteamShower:
0 DW: 0 TrackLightingStrlp: 0 BmadWarmers:
0 Laundry: 0 ElectdcHeat: 0 GarbageDisp:
0 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac:
0 ExitSigns: 0 Disconnects: 0 ChandellerLiffs:
0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts:
11792
SIZE
LOCATiON OF WORK : ~ !Basemen ~TFiretFIoor [] SecondFIoo [~ Outside ~ Addition I~ Survey ~ NewConst.
Comments Detached Two Car Garage Wiring Final 9/13/06
/ Additions
Temporary ! , OH ! i UG ~ ] Amp:
Phase: 1_ Volts:
WireType: CU Conductor # Meters:
Membe..A.E. . Electrical Certificate Certificate No.
LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC.
Certificate Issued on: 9/9/2006
Issued to Scott Latham
Address: 1755 Old North Rd.
Southold NY
Thomas Metz
91 Karen Ct.
Wading River
NY 11792
121660
THiS CERTIFIES THAT OU~t;3~( :AL DISTRICT
INSPECTOR CONDUCTE~ AN I~ SP~E.~TION OF THE
VISIBLE PORTION OF TI-E ELE(
INSTALLATION BESiEgED HF~ fEIN A~D IS
COMPLIANT WIT~VTHE ~URR~ T NATIONAL
ELEC~
// IAE[ Cer~ed Inspector
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
JNSPECTION
[ ,']~FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
REMARKS:
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
DATE
INSPECTO~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FO~~ ]INSULATION
[ ,~ FRAMING,/,~ST~ING ~ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: ~/~
DATE
'//
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST [ ]ROUGH PLBG.
]/,FOUNDATION 2ND [ ]INSULATION
[',,/] FRAMING / S~TRAPPING ~FINAL /~ ~
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTAFrr CONSTRUCTION [ ] FIRE RESISTANT FENSTRATION
REMARKS: ~~./~. ~ ~)~ _~~
DATE, ~Z~'a2-5"-" °7 INSPECTOR__'~~' ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]INSULATION
[ ] FRAMING / STRAPPING ~FINAL ,~
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE
t~'IELD INSPECTION REPORT J DATE ] ,~ COMMENTS
FOUNDATION (1ST, /t/ ~. ,~' - ~'
FOUNDATION (2ND)
~S~ATION PER N.Y. ~
STATE ENERGY CODE
~D~ION~ CO~ENTS
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
Examined ,20
Approved
Disapproved a/c
Expkafion ~]~ ,202~
J/ l- 5
PERMIT NO.
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to:
Phone:
~uil~mgT~"~pector
APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in pan 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 fi.om 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.
(Signature of applicant or name, ifa corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ~(~ Or
(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 LicenseNo.
Plumbers LicenseNo.
Electdcians License No.
Other Trade'sLicenseNo.
Location of land on which proposed work will be dong:
House Number Street
County Tax Map No. 1000 Section
Subdivision
Hamlet
~' '"'Lot
Lot "-
Block
Filed Map No.
(Name) ....
3. Nature of work (check which applicable): New Building.
Repair Removal Demolition
4. Estimated Cost '~'~. d?'F0 Fee
State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existinguseandoccupancy ~<'~) , OF.~.' / , , y
b. Intended use and occupancy /~/-~-rZt.~..4 2- d ~//_ ~ 4tA~/J-~, ~
JAddition Alteration
Other Work
5. If dwelling, number of dwelling units
If garage, number of cars
(Description)
(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.
7. Dimensions of existing structures, if any: Front '~?~/Rear ,~"-3 "'' 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 ~ '2.
Height 2---/-- Number of Stories
9. Size of lot: Front ,~,D,~ ~ Rear .~07 .Depth tO(2/ "~
10. Date of Purchase ~>/-- ~ Name of Former Owner
11. Zone or use district in which premises are situated
Rear
Depth
12. Does proposed construction violate any zoning law, ordinance or regulation? YES__
13. Will lot be re-graded? YES__
14. Names of Owner of premises
Name of Architect
Name of Contractor
NO k~
NO '7~ill excess fill be removed from premises? YES NO ~
Address Phone No
Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater 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
t.
J~'of-f Z~-f'/~tgr-~~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the 0~rr[,Z ~
(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 tree 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
2oj21.~
MELANIE DOROSKI
NOTARY PUBLIC, State of New
No, 01D04634870
Qualified in Suffolk County
Commission Expires September
OWNER
FORMER OWN EI~
TOWN OF SOUTHOLD PROPERTY RE¢
N
4 t Ko u
L~ND
(bO
VILLAGE
E
7~c-)
AGE
NEW
Farm
IMP.
NORA~AL
Acre
VL.
TOTAL
FARM
DATE
BUILDING CONDITION
:ORD CARD
DISTRICT SUB.
ACREAGE I YO/',~
TYPE OF BUILDING
COMM. IND. CB. MISC.
BELOW
Value Per Acre
REMARKS
LOT
t. Mkt. Value
ABOVE
Value
FRONTAGE ON WATER
'illoble 1
'illable 2 DOCK
'illable 3
Voodland
;wompland
Jrushlond
louse Plot
'oral
FRONTAGE ON ROAD//Vj~3~7/
BULKHEAD
i xtensJon
xtension
xtension
reezeway
arage
.B.
FOundation
Ext. Walls
Fire Place
~otio
Driveway
Porch
Porch
~.(~B at h
Floors
Interior Finish
Heat
Roaf Type
~,-I,L'~ ~6c~rns 1st Floor
Rooms 2nd Floor
Dormer
Town Hall. 53095 Main Road
P.O. Box 1179
Southold. New York 11971-0959
Fax (631 ) 765-9502
Telephone (631 ) 765-1802
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 9th, 2007
Scott & Allison Latham
P.O. Box 1294
Southold, N.Y. 11971
Re: 1755 Old North Road
TO WHOM IT MAY CONCERN:
We are unable to complete your Certificate of Occupancy because of the following reasons:
An application for Certificate of Occupancy is not one file. (Enclosed)
No Electrical Underwriters Certificate on file.
The check is (not on file) $25.00
No Health Department approval on file.
No final inspection has been completed.
No Plumber Solder Certificate on file. (All permits involving plumbing issued after
4/1/84 )
Final Town Trustee Approval
BUILDING PERMIT: 31714-Z
Thank you for your cooperation.
SOUTHOLD TOWN BUILDING DEPT.
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631 ) 765-1802
Fax (63 I) 765~9502
2nd Notice
November 17, 2008
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Occupancy or use is unlawful without a Certificate of Occupancy
Mr.&Mrs. S. Latham
P.O. Box 1294
Southold N.Y. 11971
To Whom It May Concern:
It has come to the attention of the Southold Town Building Department that a Certificate
of Occupancy has never been issued for Building Permit # 31714 issued on January
9,2006 for an Accessory Building. In order to rectify this situation please submit the
following to this office so that a C.O. may be issued.
, ~/An application for Certificate of Occupancy is not on file.(Enclosed)
No Electrical Certificate on file.
,.-~he Check is not on file -$ 25.00
No Final Health Department Approval on file.
No final inspection has been made.
No Plumber Solder Certificate on file. (All permits involving plumbing being
issued aRer April 1, 1984)
Certificate of Compliance from Southold Town Trustees.
Approval of the Zoning Board of Appeals*
Final Planning Board Approval.
SCDHS REF. #RIO - 97- 0158
N. 84'10'50' E.
ELEVATIONS ARE REFERENCED TO
AN ASSUMED DA TUM.
TEST HOLE BY OTHERS
AREA = 3.3471ACRES
· CERTIFIED TO,
$C0 TT LA THAM
ALL/SON LA THAM
NORFFEST MORTGAGE
COMMONWEAL TH LAND TITLE
INSURANCE COMPANY
, Ath' AL TERA TION OR ~)OITION TO THIS SURVEY IS A VIOLA TION
OF ~ECTION ?~09 OF THE NEF/ YORK STATE EDUCATION LAFI~
EXCEPT AS PER SECTION 7'ZO9-SUBDIVISION ~. ALL CERTFICA TIONS
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED ~EAL OF THE SURVEYOR
F/HOSE Sl6~4 TURE APPEARS HEREOI~
ADDITIONALLY TO COMPLY FILTH SAID LAW THE TERM 'ALTERED BY'
MUST BE U~ED BY ANY AND ALL SURVEYORS UTILIZIN~ A COI=Y
OF ANOTHER SURVEYOR'S MAP. TERt45 SUCH AS 'INSPECTED' AND
'BROOSHT-TO'DA TE' ARE NOT IN COMPLIANCE WITH THE LAW.
The locations of wells and cesspools
shown hereon are from field observations
and or from data obtained from others.
I om familiar wilh lhe STANDARDS FOR APPROVAL
AND CONSTRUCTION OF SUBSUR~-ACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES
and will ob/de by lhe condilions set forth therein and on fha
permit 1o conslrucl.
SURVEY OF PROPERTY
A T SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N Y.
1000 - 54 - 03 - 26.5
SCALE: 1"= 100'
OCT. 15~ 1997
.JAN. I~ 1999 (conc. [oundollon )
AUG. ~, 1999 ( final )
PECONIC SURVEYORS~ P.C.
(§16] 765 - 5OEO
P. O. BOX 909
1250 TRAVELER STREET
$OUTHOLD~ N.Y. 11971
97- 332
APPROVED AS NOTED
DATE: ?~./~ B.P.#
FEE:.~..~ BY:,
NOTIFY BUILDING DEPARTMENT AT
765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1~ FOUNDATION - TWO REQUtRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUtREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
COMPLY WiTH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED ANO CONDITIONS OF
. I t. . SOL,TR[~LU TOWN ZBA
--~//!/f[~ SOL ;HOLD TOWN PLANNING BOARi)
SOUTNOL9 TOWN TRUSTEES
N.Y,S, DEC
FLOOD ZONE
COMPLY WiTH CHAPTER '46'
FLOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
ALL CONSTRUCTION SHALL
MEET THE REQUIREMENTS OFTHI=
CODES OF NEW YORK STATE,
OCCUPANCYOR
USEIS UNLAWFUL
WITHOUT CERTIFICATE
OFOCCUPANCY
CERTiFICATiON OF
NAILING & CONNECTIONS
REQUIRED.
UNDERWRITERS CERTIFICATE
RE(~UIRED
'IH"
UP-
'I
/2-
/
zZ ~.
STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION
V~NDOWAND DOOR SCHEDULE
MULTIPLE SECTION ASSEMBLY. 1/4"
THICK BOLTS @ 2' OC
SHUTTER ASSEMBLY
FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN
TABLE t609,1.4
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4")
USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES
LABEL ACCORDING TO LOCATION.
ASSEMBLY.
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 16" O.C OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING.
#10 TEE NUTS ATTACHED TO BLDG. w/#1 OX 1 Y$' (W/WASHERS) MACHINE BOLT @ 12" O.C.
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED
UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs.
SHUTTER ASSEMBLY
FOR PANEL SPANS: 4'-0" OR WIDER SPAN
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 4'-0" SPAN.
NOTE ADDITIONS:
2x4 STRONG-BACKS @ 24" OC
ASSEMBLY:
1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL
WOOD SCREW @ 12" O.C.
ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" AND MAXIMUM PANEL SPAN OF
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS
SHALL BE PRECUT ?O COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED,
(REFER TO SECTION 1600 1.4 AND 1609 6 5 AND TABLE 160g I 4}
TABLE 1609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
FASTENER SPACING (INCHESI
PANEL SPAN < 2' 2'-0" < PANEL 4'-0" < PANEL ~'-0" < PANEL
FASTENER TYPE 0" SPAN < 4'-0" BPAN < 6'-0" 3PAN < 8'-0"
2 112" #6 WOOD SCREWS 16 16 12 9
2 112" #8 WOOD SCREWS 16 18 16 12
A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST) OF 130 MPH AND MEAN ROOF
HEIGHT OF 33'-0" OR LESS
B, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL
C, WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL
CAPACITY OF 490 LBS
ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B
COEFFICIENT 1.0WITH 120mph BASIC WIND SPEED. AS PER
TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE.
MUST HAVE DP UPGRADE KIT.
MEETS NY STATE EGRESS REQUIREMENTS
FOR HABITABLE SPACE.
CUSTOM GRILLES - SEE ELEVATIONS
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD S'TRUCTURAL PANELS
WITH MA)~MUM OF 8'-0" SPAN. FAS'I~NERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 - # 8 WOOD SCREWS AT 16" O/C FASTENERS
FOR SPANS UP TO 8'-D" SHALL BE 2 1/2" -#8 AT 12" O/C. TABLE 301.2.1.2
ALL NARROLINE WINDOWS MUST USE:
1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4"
HEIGHTAND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.)
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED
1.5 qlMES THE DESIGN PRESSURE REQUIRED AND MUST ~,ANSFER LOADS TO THE ROUGH OPENING SUBS3RATE. ALL EXTERIOR
GLATJNG MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION.
/I
n>-o
GENERAL CONSTRUCTION NOTES
1. The ~nfurmation on this set of construction documents is to relate basic design
intent and framing details. They are Intended as a construction aid, not a substitute
for generally accepted good building practice and compliance with current New York
state building codes. The general contractor is responsible fur providing standard
construction details and procedures to ensure a professionally finished, etmcturally
sound, and weatherproof completed product.
2 General Contractor to coordinate allsub contracfors, scheduling ofwork, and
~ntaracfion between trades
3. The general contractor is responsible for ensuring that all work and construction
meets or exceeds current federal, state, and local codes, ordinances and regulations,
etc. These codes are to be considered as pa~ of the specifications for this building
and should be adhered fu even if they are in variance with the plan.
4. Dimensions shall take precedent over scale drawings (do not scale drawings).
5. The designer has not been engaged for construction supervision and assumes no
responsibility for construction ccordinating with these plans, nor responsibility for
construction means, methods, techniques, sequences, or procedures, or for safety
precautions and programs in connection with the work. There are no warranties for a
specific use expressed or imphed in the use of these plans.
6. Refer to floor plans, exterior elevations, and window schedule for types and s~zes of
widows. AIl windows to be Andersen high performance quality or approved equal.
7. Door and w~ndow headers to align unless otherwise noted.
8. General contractor is to ensure that masonry and prefabricated fireplace
construction meets or exceeds alt manufacturer's specifications and applicable codes.
9. General contractor to consult and coordinate with the owner and the plans for all
bulg in items such as bookcases, shelving, pantP/, closets, etc
10. Provide hardwired smoke detectors, vath bage~ backup, on alt tioom and in each
bedroom, vedty with local code requ~rementa as per Section R317, New York State
Residential Construction Code. Install carbon monoxide detectors as per code.
GENERAL FOUNDATION NOTES
1. General contractor to review plans, elevations, and details to determine intended
heights of tinished floor(s) above typical grade.
2. All footings to rest on undisturbed sod.
3. Provide ~," expanmon joint material between afl concrete slabs and abutting
concrete or masonry wails occurring in extefior or unheated interior areas.
4; Concrete on 4" sand or gravel fill minimum, with 6x6 - 10/10 wire mesh reinfuming.
interior slabs to be placed on 8 mil. stabilized polyethylene vapor barrier.
~. Prowde crawl space venhlation per local code requiremerds.
6. General contractor to install cop-r-tex (or copper) sheet metal termite shields
between all wood surfaces that are exposed to concrete or masonry surfaces.
7. Dampproof exterior of foundabon with a bituminous coating as per code and soil
cortdltlons
GENERAL FLOOR PLAN NOTES
1. Dimensions shall take precedent over scale drawings (do not scale drawings).
2. All interior walls to be covered w~th %" gypsum board with metal comer remfummg.
Tape, float, and sand (3 coats).
3 Walls common to garage and house to have a layer of 5/8", fire rated gypsum board
at garage side with 5'-0" return on adjacent walls and ceiling. Manufactured lumber
requires 2 layem of 5/8", fire rated gypsum board.
4. All bath and toilet area walls and cedmgs adjacent to wet areas to have water
resistant gypsum board, or wall rite set on wonderboard or equal.
DESIGN LOAD CALCULATIONS
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS flbsf)
EXTERIOR BALCONIES 60
DECKS 40
ATTICS WITHOUT STORAGE 30
ATTICS WITH STORAGE 40
ROOMS (OTHER THAN SLEEPING ROOMS) 40
SLEEPING ROOMS 30
CRITERIA FOR CALCULATION OF DEAD LOAD
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A.
ARCHITECTURAL GRAPHIC STANDARDS
I
SNOW
IGROUND SNOW LOAD 145lbs.
SEISMIC
IDESIGN CATEGORY IS
GENERAL FRAMING NOTES
1. All walls, 2x4 and 2x6, to be stud grade or better 16" o/c. All other framing material
to be #2 douglas fir or better.
2. All wood framing in contact with concrete or masonry to be pressure treated.
3. Provide double tioor joints under all walls parallel to floor jetet span fflrecfion unless
otherwise spec[fled.
4. Provide x-bracing or sohd blocking at a maximum of 8'-0" o/c for all dimensional
lumber floor joists.
5. Floor construcfion: ~" tongue and groove plywood subfloor. Finished material to be
applied over subfioor. Glue and screw plywood deckmg to floor joists.
6. All window and door headers to be minimum (2) 2x10 unless othenNise specified.
All mlenor headers to be (g) 2x10 unless othe~vise specified.
7. Provide full solid blocking under all beanng wails.
8. All beams to have adequate bearing at each end or as specified
9. All flush beam and joist intersections to have galvanmed hangers.
10. Typical extador walls and roof to be sheathed wdh ½" exterior grade plywood or
7/16" OSB plywood, group 1, APA rated. Plywood to span over all plates and
headers.
11. Provide msulabon baffles at eave vents between rafters.
12. Exterior flashing to be correctly installed at all connections between roofs, walls,
chimneys, projections, and penetrations as required by approved construction
practices.
13. General contractor to prowde adequate attic ventilation and roof vents.
14. Provide appropnate soffit ventilation at overhangs
GENERAL PLUMBING NOTES
1. Plumbing subcontractor to be responsible for adhering to all apphcable cede and
safety requirements
2. If wall plates or joists are cut dudng the installahon of plumbing fixtures or
equipment prawde bracing to be framing back together.
GENERAL HVAC SYSTEM NOTES
1. Mechamcal subcontractar is responsible for adhenng to all appUcable codes and
safety requirements.
2. HVAC subcontractor to fuBy coordinate all system data and requirements with the
equipment supplier.
3. HVAC subcontractor to provide final system layout drawing and submit it to general
contractor, owner, and equipment suppher for final review and approval.
NEW CODE
GENERAL WIND PROTECTION CONNECTION NOT~ES~
Adapted from Standard for Hurncane Resistant Residential Construction; SSTD 10-99
and 1995 SBC High WInd Efflflon Wood Frame Construction
Fasteners and Connectors for Wood Frame Constrocbon
1. A continuous load path between footings, foundations walls, floors, studs and roof
framing shall be prowded.
2. Approved connectors, anchors and other fastening devices not included in the
Standard Building Code, Table 2306.1 shall be installed in accordance with
manufacturer's recommendations
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or
subject to salt corrosion m costal areas, shall be stainless steel or hot d~pped
galvanized.
4. Where windows and doors interrupt wood structural panel sheathing and s~ding,
tram~ng anchors or connectors shall be provided at the top and bottom of cnppta
studs, header studs, and at least one stud at each s~de of opening.
5. Ridge straps shall be affached to each pair of opposing rafters except where collar
ties of 1 x6 or 2x4 lumber ~s located in upper third of athc space and attach to each pair
of rafters.
6. Uplift connectors shall be pmwded at each rafter bearing.
7. Floor ta floor hold-downs to be provided every 48, and every 16" withm 4' of exterior
8. Sill Plate to Foundation Anchorage' Sill plate shall be anchored to the foundation
wdh anchor bolts having a min. bolt diameter of 518" and 3" x 3*' x 1/8" washers. A
THESE NOTES ARE GENERAL CONSTRUClTON NOTES. THEY ARE NOT
SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS
GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR
GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS.
NAILING SCHEDULE
TABLE 3.1, INCLUDING 3 3 AND 3.9
BC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
JOINT DESCRIPTION NAIL QUALITY NAIL SPACING
ROOF FRAMING
RAFTER TO TOP PLATE TOE NAILED B'-0" WALL: 3-8d pER RAFTER
10'-0" WALL: 4-8d PER RAFTER
CEILING JOIST TO TOP pLATE TOE NAILED 8'-0" WALL 3-8d PER JOIST
10'-0" WALL 4-$d PER JOIST
CEiLING JO~ST TO PARALLEL RAFTER FACE NAILED SIEE TABLE 3.7 EACH LAP
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3 7 EACH LAP
COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE
BLOCI{ING TO RAFTER TOE NAILED 2-nd EACH END
RIM BOARD TO RAFTER ENO NAILED 2~16d EACH END
WALL FRAMING
TOP pLATE TO TOP PLATE FACE NAILED 2-1~d · PER FOOT
TeP pLATES AT INTERSECTIONS FACE NAILED 4-16d JOINTS . EACH SIDE
STUD TO STUD FACE NA;LED 2-16d 24" OIC
HEADOR TO HEADER FACE NAILED lcd 16" DIG ALONG EDGES
TOp OR aOTTOM PLATE TO STUD END NAILED 2-16d PER 2X4 STUD
T/ LE:L7
l!~ s~c t-~GH VM~'~ ~ iiCN V~DCO F~
RAP iE.R SPAaNG 16' C/C
12~ 33 2~ 3~
311;,5 8 11
4:1; 4 6
5:1; 3 5
7:1; 3 4
~1~ 3 3
1Z1; 3 3
TABLE 3.4
1995 $SC HIGH WIND EDITION WOOD
FRAME CONSTRUCTION MANUAL
RAFTER SPACING 16" O/C
120mph FASTESTWINDSPEED
ROOF ROOF NUMBER
PITCH SPAN (ft) OF NAILS
20
24
28
32
36
20
32
36
6:12 12
20
24
28
32
36
24
28
32
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
WEATHERING SEVERE
FROST LINE DEPTH 3'-0"
TERMITE MODERATE TO HEAVY
DECAY SLIGHT TO MODERATE
WINTER DESIGN TEMP. 11
ICE SHIELD UNDER- AS PER MANUFACTURER'S
LAYMENT REQUIRED ~PECIFICATIONS / STATE CODE
FLOOD HAZARDS
SOUTHOLD BUILDING DEPARTMENT CRITERIA
1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL - SECTION 310 BUILDING CODE N.Y.S.
USE DWELLING UNIT- SECTION 310 - 310.2
14 ENERGY CALCULATIONS OL kJ [~ ~ ~ (~ ~3 ,
Z
RIDGE
RAFTER --
USP RS250 AT 21" -
x JACK STUDS A mF~mRIDGE/mFmR Wire CT * RS250 21"
A1 ',, ~FTE~RIDGE/~FTER w~o c~
~~ ~; B '~FTE~P~TE/STUD,,, B ~FTE~PLATE~ P~TE/STUD C ~H"~DE~"TUDc~ o HEADE~JACK c HEADE~S~D R~
-- D FLOOR ~ FLOOR KLFTA or RS250 ~"
<z~
· 1~ OR 2~ - t6" O/C COLOR ~ES MIN. 0 0
~ ~ P.C. FOOTING ~ /
2ND. FLOOR WALL STUD ~-- ~ 2ND. FLOOR WALL STUD- ~ ~ ~ < ~
J~ ~ 1ST. FLOOR WALL STUD ~ ~ 1ST. FLOOR WALL STUD D
I ~ DOUBLE SILL PUTE ~ USP DPSF
(=D '~FLOORTO FLOOR (,' D,)FLOORTO FLOOR E '~STUD/P~TE/SILL ~ ~ )STUD/P~TE P~TE/SILL ~' G ~POSTANCHORSFoa*EC~S