HomeMy WebLinkAbout34508-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEP~RTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33681 Date: 04/30/09
T~IS u~TIFIES that the building NEW DWELLING
Location of Property: 1455 SOUND DR GREENPORT
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 33 Block 3 Lot 19.6
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 17, 2009 pursuant to which
B~ilding Permit No. 34508-Z dated MARCH 17, 2009
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 COVERED ENTRY, DECK, COVERED PORCH, SECOND
STORY COVERED BALCONY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR.
The certificate is issued to JOHN & JOANNE CAI~ABRESE
( OWNER )
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 610-05-0045
~.RCTRICAL c~KTIFICATH NO.
PLUMBERS C~TIFICATION DATED
07-5570
04/28/09 JOHN CAL~RESE
o4/16/o9
03/09/09
Authorized Signature
Rev. 1/81
Form No. 6
TOWN OF $OUTBOLD
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:
~,~ 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 residonc6s 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, stroet~, building and.uansual 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, Additious to dwalllng $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory buildihg $25.00, Businesses $50.00.
Certificate of Occupancy on Prc-e:~isting 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.
New Construction:
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section
Su visioo /2
Permit No. ~ ~ ~'~d~ S '~
Health Dept. Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $ ?
Old or Pre-existing Building:
Date of Permit. 3 -] ?'dg~
(check one)
Block
Fried Map.
Applicant:
Underwriters Approval:
Hamlet
Lot
Lot:
Final Certificate:
(check one)
Applicant Signature
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
CERTIFICATION
Date:
Building Permit No.
Owner: t
Plumber:
(Please print)
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
Sworn to before me this 28'v~
day of l~-e~: ~ , 20 o e~
(Plumbers Signature)
Notary Public, 's ~_tt~ ~ I<. County
TAMMI $. GRATTAN
~ Public, State of Ne~ ~
No. 01GR614211l
Qtlalifiefl in Suffolk Counl¥ n
Gom.li~ Exp~es March 13,20 I ~
Electrical Inspectors, Inc.
308 East Meadow Avenue
East Meadow, NY I 1554
Office: (516) 794-0400 (631 )396-7474
Fax: (516) 794-5854
Website: www.eleetricalinspectors.com
Emil: in fo~eleciricalinspectors.com
Mail To:
John Calabrese
PO Box 787
Cutchogue, NY 11935
Certificate Number: 07-5570
Municipality: Southold, Town Of
Inspector: 124
Issue Date: 3/9/2009 A
Property Address: II
Calabrese ] I%
1455 Sound Drive~,,,.,...''~ '~
Greenport,~
ELECTRICAL APPR 0 VAL.~CER TIFICA TE
AREAS LISTED BELOW ARE APPR~/~Y INSPECTION
~ FOU~ TO BE I~ COM~'mNCE wrga~r, ng?^TtON~ ELECTP. IC CODE
No visual defects were found for the electrical inspection prodded. No ob '~g~us unsatisfactory conditions wee found in the areas
herein below only. '~ ?
Residential Homeowner Inspection/New Residence
Full Basement
1st Floor: 2 Bathrooms, Bedroom,
2nd Floor: Bathroom, 2 Bedroom,.
Attic: Storage Room
2 Car Attached Garage
60- Duplex Receptacles.
l - Dish washer,
40AmlJ
300Amp Sing~
, Room. Living Room. Office, Porch
Master Bedroom, 2 Walk-In Closets
7- Smoke Detectors. 75- Switches, 1- Gas Range.
20- Incandescent Fixtures. 6- Wall Sconces, 3- Exhaust Fans. l-
~ Alarms.
12 Single Phase Main Panel/30Ckts/23 Used. l SOdmp Single
Rough 7/26/07
Final 3/9/09
Richard M. Bivone
President
Philip F. Goehring
Chief Electrical Inspector
Not valid unless signed by an
FORM NO. $
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PE~IT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 34508 Z Date MARCH 17, 2009
Permission is hereby granted to:
JOHN & JOAN-NE CALABRESE
PO BOX 787
CUTHOGUE,NY 11935
for :
CONSTRUCTION OF A NEW FAMILY DWELLING AS APPLIED FOR, THIS REPLACE
BP# 31511.
at premises located at 1455 SOUND DR GREENPORT
County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019.006
pursuant to application dated MARCH 17, 2009 and approved by the
Building Inspector to expire on SEPTEMBER 17, 2010.
Fee $ 1,965.60
Authorized Signature
ORIGINAL
Rev. 5/8/02
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. 31511 Z
Date OCTOBER 7, 2005
Permission is hereby granted to:
JOHN & JOANNE CALABRESE
PO BOX 787
CUTHOGUE,NY 11935
for :
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR
at premises located at 1455 SOUND DR GREENPORT
County Tax Map No. 473889 Section 033 Block 0003 Lot No. 019.006
pursuant to application dated OCTOBER 5, 2005 and approved by the
Building Inspector to expire on APRIL/ ] ~ ~ /~~z~~
Fee $ 1,965.60 '//-
ORIGINAL
Rev. 5/8/02
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/NSPECTION
[ ]FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND [ ] INSULATION
[ ]FRAMING / STRAPPING [~FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
~/~ [ ] FIRE RESISTANT CONSTR~UCTION[ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE ~ '~-"~R~~ ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ,]/~,UGH PLBG.
[ ] FOUNDATION 2ND [~"INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION
REMARKS:
DATE
INSPECTOR~/
TOWN OF SOUTHOLD BUILDING DEPT.
765- t 802
INSPECT ION
FOUNDATION 1ST [;/]~ROUGH PLBG.
] F/~J~IDATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ -] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARK.~ ~~'
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
] F~NDATION 2ND [ ]INSULATION
[[/~ FRAMIN ~__T_BAPPIN~ [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT COliSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
DATE
__INSPECTOR-~~~/
TOWN OF SOUTHOLD BUILDING DEPT.
765-t802
,,,INSPECTION
[ ]F~NDATION 1ST [ ]ROUGHPLBG.
/
[./] FOUNDATION 2ND [ ] INSULATION
[ ]FRAMING / STRAPPING [ ]FINAL
[ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION
[ ]FIRERESI.STANT/~NS~/~I~N [ ,! FIR~R,IST ~A~I'PENETRA~0N
REMARKS. ~
',~~,S~ ~'c..
~ /, -, ,/// /
DATE ~~i~//~~ INSPECTOR ~~/~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] ROUGH PLBG.
[ ] INSULATION
XFINAL
[ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
REMARKS:
DATE
FIELD INSPECTION REPORT i DATE COMMENTS
ROUGH FRAMING &
INSULATION PER N. Y.
STATE ENERGY CODE
~DITION~ ~OMMENTS
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. n o rth fo r k.net/~routhold/
Examined / d/~/O
;~a~°;reodve d a/c /7~20
Expiration v-/) , 20~
PERMIT NO. ,~/bSZ~-'
Phone:
v Buil'd~~~,,~
APPLICATION FOR BUILDING PERMIT
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying'?
Board of Health x/
4 sets of Building Plans ,/
planning Board approval
Survey ¢ ~-'
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to: 0-~dk} Cfi L
P.'o. Oo)c 'rff7
Date ,20 o~'
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
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
is[ues 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 perrmt 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.
~ -(Sign~'tm'~ of app~cant o} ~e, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Nameofownerofpremises D'"oHM + --q'-r>R, NN,E C~I-A~KE.SC
(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.
Location of land on which proposed work will be done:
House Number Street
Hamlet
County Tax Map No. 1000 Section
Subdivision ~q OCg.C.~Ca
(Name)
Block (DB
Filed Map No.
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.
Repair Removal Demolition
4. Estimated Cost~'C), o-oo Fee
Addition
Other Work
5. If dwelling, number of dwelling units
If garage, number of cars
Alteration
(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
Height Number of Stories
Rear Depth
Dimensions of same structure with alterations or additions: Front Re~
Depth. Height Number of Stories
8. Dimensions of entire new construction: Front Rear
Height Number of Stories
Depth
9. Sizeoflot: Front 1%3 Rear ll 3 Depth
10. Date of Purchase S~PT, o~t~o~. Name of Former Owner ~YT off 6b6lJ
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO v/
13. Will lot be re-graded? YES __ NO__Will excess fill be removed from premises? YES NO
14. Names of Owner of premises ,.Ton~
Name of Architect .Pllc. l>Odoo644 , Co~Ro.Y., P,e. Address 376ev Ex~a~,~T hq,veS, Phone No~
Name of Contractor Address ~aarot~, nr t*Tqq Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO fi'
* 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 )
,.j 0/q- /4- ~ff4 [.~ I~ ~,q ~ (; ItC being duly sworn, 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.
Swojarto before me thi:
day of
20 tbS,
~blic
BONNIEJ.£ ~OSK!
#oteW Public, State Of NewYod~
No. 01D06095328, Suffolk...Co~pt~
Term Expires July 7, 20 ~
Signature of Applicant
Subdivision ~,o~ ..~
-tv ROCkcove Estates,,
~ aCOnt)
~ROPOSED ,o. oo, ~i ~
PROPOSED ~ ~ <: 0
41.00'
SYSTE~SANITARy ~!~
N 32'00'52"
Lo[ 7
Subdivision _ "ROCkcove Estates"
(Vocan[)
Lo~ 10
"RoS~,?bdivision _
~ vaCant)
Lot 6
190.00'
Lot 9
Subdivision _
"Rockcove Estates"
(Vacant)
NOTE
AREA = 24,107 SQ. FT.
· SUBDIVISION MAP "ROCKCOVE ESTATES" FILED iN THE OFFICE
OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE
NO. 10637.
· VERTICAL DATUM = N.G.V. DATUM (M.S.L 1929)
Young & Young
400 Ostrander Avent~e, Ri. verhead, New York
631-727-2303
Howard ~. Y~, Land S~
T~m~ C. ~olpert, ~ofes~al E~ine~
Robot C. T~ Architect
Ro~ E. P~k Lan~eape Architect
Doug~ E. A~, ~ofes~l Engi~
11901
HEALTH DEPARI'lVlENT USE
-SUFFOLK COU~'rY DEPARTMENT OF HEALTH SERVICF-,S
PERMIT FOR APPROVAl, OF CONSTRUCTION FOR A
\ ~I~GLE FAMILY RESIDENCE ONLY
FOR M.A~IMUM OF .~ B£DROOM~
'"/5
EXPIRES THREE YEARS FROM DATE OF AFPROVAL
SURVEYOR'S CERTIF~
HOWARD W. YOUNG, N.Y.S.L.S. NO. 45893
PLOT PLAN
JOHN CALABRESE & JOANNE CALABRESE
LOT 6 'ROCKCOVE ESTATES"
At Greenport, Town of Southold
Suffolk County, New York
County Tax Map District 1000 S~¢Uo. 33 S~o~k 03 LOt 19.6
BUILDING PERMIT PLOT PLAN ]
MAP PREPARED MAR. 16. 2005
£
sc^LE = 40'
JOB NO. 200.3-0095
DWG. Rc_006_2003_O095_bp
3
SUbdivision _ Lot ,5
"R°Ckcove
Vacant) Estates,,
pROPOSED
G SANITARY
sYsTEM
PROPOSED
DRIVEWAy
N 32'00'52" W
Lot 7
Subdivision _ "Rockcove Estates"
(Vacant)
93.82'
Lot 6
190.00'
~ Lot 10
,, ~Ubdivision _
R°ckCove Es' . ,,
(Vacant) totes
Lot 9
Subdivision _
"Rockcove Estates"
(Vacant)
NOTE
AREA = 24,107 SQ. FT.
· SUBDIVISION MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE
OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE
NO. 10637.
· VERTICAL DATUM = N.O.V. DATUM (M.S.L 1929)
Young & Young
400 Ostra~der Ave~e, t~iverhe~ Ne~ York 11901
63 I-~2~-2303
Thom~ C. ~olpert, ~ofes~o~al Engineer
Robert C. T~t,
Ronald E. Pf~ Lap.cape
Dougl~ E. A~, ~ofes~al Engi~er
HEALTH DEPARTMENT USE
SURVEYOR'S CERTIFICA~
HOWARD W. YOUNG, N.Y.S. LS. NO. 4589..3
JOHN
PLOT PLAN
OALABRESE & JOANNE 6ALABRESE
LOT 6 "ROCKCOVE ESTATES"
At Greenport, Town of Southold
Suffolk County, New York
County Tax Map District 1000 Section 33 Block 03 Lot 19.6
BUILDING PERMIT PLOT PLAN
AMENDED BUILDING PERMIT DATA
MAP PREPARED
SEPT. 21, 2005
MAR. 16, 2005
3
SCALE 1" = 40' r~D
dOB NO, 2003-0095
DWG, Rc_006_2005_009S_bp
~ R°ckcove EStates,,
N 32'00°52
Lot 6
190.00'
Lot 7
Subdivision _ "Rockcove Estates"
~ Lot 10
,,~ °Ubdi~sion ~
~OCkco~ EStates,,
Lot 9
Subdivision _
"~OCkCove Estates"
Yo~r~g & Young
400 Ostwander Ave~e, R~verhead, N~ York 11901
631 - 727-2303
Howard ~. You~, La~ Sure,or
NOTES
AREA = 2¢,107 SQ, FT.
· SUBDIVISION MAP "ROCKCOVE ESTATES" FILED IN THE OFFICE
OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE
NO. 10637.
SURVEYOR'S CERTIFICATION
· WE HEREBY CERTIFY TO ,JDHN I~ALABRESE &
,JDANNE [~ALABREBE THAT THIS SURVEY WAS PREPARED
iN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS
ADOPTED BY THE NEW YORK STATE ASSOCIATION OF
PROFESSIONAL LAND SURVEYORS.
SURVEY FOR
JOHN CALABRESE & JOANNE CALABRESE
LOT 6 "ROCKCOVE ESTATES"
At Greenport, Town of Southold
Suffolk County, New York
County Tax Map District 1000 Section 35 Block 03 Lot 19.6
FOUNDATION LOCATION SURVEY
FOUNDATION LOCATION JAN. 8. 2007
AMENDED BUILDING PERMIT DATA OCT. 13, 2005
AMENDED BUILDING PERMIT DATA SEPT. 21, 2005
MAP PREPARED MAR. 16, 2005
JOB NO. 2007-0005
FL
DWG. Rc_OO6_2003_OO95_F'L
%
/
Subdivision- ~0~ 5
"R°Ckcove £Stotes',
APRON
.I
8LO~K
N 32'00'52" W
Lot 6
88.0'
190.00'
Lot 7
Subdivision _ "Rockcove Estates"
Lot 10
SUbdivision -
:ave EStates,,
Lot 9
Subdivision _
'Rockcove Estates"
Young & Young
400 Ostrander Avenue, R~verhead, Ne~v York
63 ~ - 727-2303
Howard ~. Y~ng, La~ S~eyor
Thom~ C. ~olp~t, Professorial E~ineer
Robert C. T~t, Architect
Doug~ E. Ada~, ProfesSorial Engineer
11901
NOTES
AREA = 24.107 SQ. FT.
· SUBDIVISION MAP 'ROCKCOVE ESTATES" FILED IN THE OFFICE
OF THE CLERK OF SUFFOLK COUNTY ON JUNE 11, 2001 AS FILE
NO. 10657.
SURVEYOR'S CERTIFICATION
· WE HEREBY CERTIFY TO .InHN m-ALABRESE &
-IDANNE mALABRESE THAT THIS SURVEY WAS PREPARED
IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS
ADOPTED BY THE NEW YORK STATE ASSOCiATION~-~.
HOWARD W. YOUNG. N.Y= L.S'~ .NO. ~5~9~ ~: ~
SURVEY FOR
CALABRESE & JOANNE CALABRESE
LOT 6 "ROCKCOVE ESTATES"
At Greenport, Town of Southold
Suffolk County, New York
JOHN
County Tax Map District 1000 Section 33 e,ock 03 Lot 19.6
MAR. 27, 2009
JAN. B, 2007
OCT. 13, 2005
SEPT. 21, 2005
MAR. 16, 2005
FINAL SURVEY
FOUNDATION LOCATION
AMENDED BUILDING PERMIT DATA
AMENDED BUILDING PERMIT DATA
MAP PREPARED
JOB NO. 2009-0061
/ ,,.,~
DWG. Rc_006_2005_0095_fs j
A,, V AS,O'rED
NOI~FY BUILDING DEPA"'R~r~ENT
765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - ~0 REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSU~TION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE, NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
ALL CONSTRUCTION SHALL
MEET THE REOUIREMENTS OF THE
CODES OF NEW YORK STATE
RETAIN STORM WATER RUNOFF
PURSUANT TO SECTION 45-10C
OF THE TOWN CODE,
UNDERWRFrERS CERTIFICATE
REQUIRED
CERTIFICATION OF
NAILING & CONNECTIONS
COMPLY WITH CHAPT~q "46"
FLOOD DAMAGE PRE)//~,_NTION
$OUTHOLD TOWN C(FDE.
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
CERTIFIGA TE OF OCCUPANCY
SOLDER USED IN WATER
SUPPLY SYSTEM CANNOT
EXCEED 2/10 OF 1% LEAD.
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
OF FOUNDATION LOCATION
HAS BEEN APPROVED,
PLUMBING
ALL PLUMBING WASTE
& WATER LINES NEED
TESTING BEFORE COVERING
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
COMPLY WITH ALL CODES OF
.Ew YoRK S~'ATE & TOVVN CODES
AS RE~IRBD AND COND,T,ONS OF
~, / / 1 ~D~OWN z~
I II I III S~aDTOWNPaNNINGBOARD
/ V f~~DTO~TEES
! !
F
'Fork, E~tate~ Ener~i:m Cons~rvat on Construction
OPENING f~OTECTIVE SPECIFICATION
FOR 4,N¥ E×TEt~IO~ LUINDOLU AN~ DOOR
OPENING5 NOT EXCEEDING 4' X ~'
F~012.12 Internal preesur,-. LUfndo~s In buildings
located in wfnd-~orne ~ebriE re~lons shall hav~
~laz~d op~nin~5 protecte~ From ~ind-~orn~
~brls or th~ ~ull~ln~ shall ~e ~e~l~ne~ as a
partiall~ enclosed buildln~ fn accordance ~ith
~laz¢~ opCnin~prot¢ction Pot ~in~-born¢
Excel~tlc~: Ldood structural panels ~ulth a
minimum thfckneEs of' 9116 Inch (ILl mm) and a
maximum cpan oF ~ ¢¢¢~
p~rmltt~d For op~nln~ ~rote~tfon
and t~o-etor~ buildTn~e.
pr~cut to cov~r the ~lazed openings ~Ith
attachment hardmare ~rovlded. Attachments
~haml ~ provl~O in a~or~an~ ~ith
Table R3Ol,2.1.2 or shah be ¢~l~ne~ to resist
th~ ¢o~pon~nte and ctaddfn~
fn a~c¢rdano~ ~ith th~
TABLE F~01.2.12 f=A~E 35 N~,,, York ~tat~ Bulldln~
~IND-ESOt~NE DEESRk~ ~t~OTECTION FASTtENIN~
5CNtEDULE FO.~ UJOOD .~Tt~UC. TUt~.AL PANELS,~,~,~
FAE~TENEf~ ~PACING~
FA,~TENEt~ 4 ?oot & foot
TTPE $ 4 ~oo~ 5 · ¢oo~ 5 ~ ~oo~
For 51: I inch = 25.4 mm, ?oot: 3O4.¢ mm, I pound : O.4D4 k~,
I mil~ per hour:l.&O5 km/h.
a.Thle ¢Jnart has been mo~ilf'l~m~( to m~t the 120 m~ wln~
loading r~ulr~te ~or ~ut~mpton Toan,
etru~ura~ ~a~l;
Nails '~hall ~ ~d common or 12d box nails.
d. ~h~r~ scr~ ar~ attache~ to masonr~ or masonry~stucco,
attach~ utf[izln~ vibratfon-r~slstamt anchors havln~ a
minimum ultlmat~% ~?~ra~al capaclt~ oF 4B¢ ~oun~e.
FO~ OPE~IN~ P~OTECTI~5
LA~GE,~ ,TH~N 4'X8' ~EFE~ TO
DETAIL ON TNI5 5NEET
o M
3,,
--~---T' -- l-' ----]
~M~ u~ ~¢~ ~N~ I ,, F---Y-- ,l T -',r ....... l ~ ~
~ x 4-~m" ~CmE~S EACH ~NO , ~,--- [ ][--- ~, [, .... ~r---, al> ~
" " " ',i ' d~l~ ~
WI&" MINrMUM PLYWOOD PANEL TO- m mm m,~ ,,~ mmm mm mm mm --
m
I
~ .......... ~__~ ....... ~__~_~__
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O,PENIN ' P O,TEOTIVE& EXTE IO ' >
O'PENIN05 LA OE THAN 4' X
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NOTE:
D/8" DI~M. ~NC:NOF~ ESOLT~
3~" O.G. T'fPIC..,6,L
DETAIL ~4 5NEET All
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LEGEND 4 AISE~t;;~¥1ATIGN&
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(22 12" _IC~NT5
IT-I" ~'-I~ 1/2"
ALL WALL6 2x4 · lb" O.~. C..ON6TI~iJCTI~N, UNLE~ 'NOTED
!!! I- ~-
¢.
LEGEND ,~ ABB~VIATI~
PLATE
/
/
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E~ED~OOM '~
CUSTO?
flFN. OPEN MIL
NOT PE~IT A 4" DIA.
6PHE~ TO PENET~TE
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LEGEND
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NOTIE: ~RO¥IDE 8C, LI~ tSLOCKJN~ UNDER ALL POST5 DURI
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-- FRAME TURFRIET ROOF pRIOR TO MAIN ROOF
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FRAME MAIN ,~I~E TO ~IDE ~AE~LE ROOF
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[6* FELT PAPE~
TYPICAL EXT. WALL CON6TR!JCTION=
'I~P!CAL t=LOOR CON,%TRLiCTION=
T]-PiCAL E~ILL CONE~TRUCTION:
2xl2
T
E~ATI4
~ E~EIDROOM
~ D'INING ROOM
II~14
MA6TER 6UITE
LIMING ROOM
CELLAR
T'YPICAL f~:DO~F CONE~TRLJCTION=
TYPICAL EXT, BALL CONSTRIICTION:
M.
TYPICAL ~LOOR CONa.~CTIC~:
TYPICAL. EflLL CON~TI~CTION~
TYPICAL FC~INDATION LUALL..
CELLAR
TYPICAL FOMNDAT
TimborBtrand®LSL RIM BOARD
L~ b~rino or shear wag ab~e
{must stack over wdl b~low,)
L~I bearing wall above
(must stock over wall b~low}
~ ~ Lr~fer I~ Fr~ a~ve W
~ ~ far web sUFFer re~lrem~ts CANTILEVER
LOAD B~RING CANTIL~ER FOR NON-LOAD BEARING ~
TJI~Pr~B0, 2~ AND 3~ JGI~TS ~LT ~
~ dice[er maximum ~le may be cut q~,, ~ ~1~/,~ TJl~joists' ~ ~
I-
J
Heb stiffeners reqpirad
each aide at EIH
in each blocking panel for II 7~,r. I~"
diameter m~imum For g }'~"
joists ar for blocking Weis leSS then
joists; (~ diameter m~imum Far q ~'
4u0" lengW of ~" r¢inForc~m~nL
face grain
joists; 6" drams[er maximum For q ~"
joists or Far bl~cking paneb less thru
one side at
both sides
joists or for blacking Panel5 less thm
12" tong. D~ not cut ¢bna~s. joists ar for blocking ponds tes~ then
12II I~r DO ~L cuL B~,
- At~h reinForc~enL ~ lioist Wp md
I~" TimberSLrmd® L~L ~,~ (uniform loads
I- I~" TimberSLrmd ®LSL d~ure Hood '
maximum
~ ~A A A heH~ aL A At~h TJl~jobL rmnbrc~mt Lo jam[ ~ ~ ~L~Wch r~[~F~c~enL W joist ~ 2x_ nailed W t~ side of the TJl~jobt wlLh w~d b~ker. Noii through
L~oJ L~"J ~ r~, ..... i .t ~.~ ..... L r, j the TJI JOiSt md ~ker ,nLo ~ 2x_ ~,Lh 2 rows IOd~3 )
UU VV v ~[~h q/~'~ md II~~ TJl~joisL~. U nad~ aL ~ o.c, and ®nth. Use I~ (B~2) no~b ml~h TJI /pro 5BO
~ NON-LOAD BEARIN~ CANTILEVER
~ ~ ' Neb stiffeners ~e re. ired
IFgl not.upp bn cmcenLraLadb smLhe DleverCanWevers IHII 'os to Ime and er curr~nt IH/I IH~I i~)
~ exceeding 4 Feet m~ r~lre 5~lal c~srderaLl~. Refer Lo ~ Tru~ Job[ M~Mdlm hLereture ~ Io~ value is 5~ I~ br UmJL ~Le~ Desire)
P ~r TJ-Be~TM or TS-X~rLTM sorL~are or conL~t ~our '
Trus Joist MmMillm represen~Live For assisLmce. BEAM TO BEAM CGNNECTI~ CONNECTI~ ~ MULTIPLE PtECE5 HOW TO USE THESE CHARTS
BEARING AT HALL // /~ ~ ~ ~ i Minimum oF 2 row5 I~d (~") nd 5 aL 2" ac · Minimum of 2 row5 I~d (3~") CHART A - ROUND HOLES
~ .~ ~ ~ ~l · Minimum of ] ro~s I~d (3~") na[b aL 12" o.c. ~1, et 12" a,c. -,- N]NJNUN B[ST~NCE FRDN IRS[DE FACE DF ANY SUPPORT Tg NEAREST EDGE DF HgLE
,Tim ~berGtn qa LGL / 7 ~ /// r~m m I f~ 14" I~' m~ 16' ~ms m M nimum oF 3 row~ I~d {5~ )
~ bi,king F~r ~era ~upparL / ~ · / -- -- CUT ~R NFlTCH
~ ~ Face mo nL ~ger b F~ o ~er or he~ of FLANGE
J
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eG~ curren¢ Trus JobL MacMillan Ir[era[ute
For Framing connecWrs
e Parabam®PGL TimherGtrmd®L5L column II/I Project wood From direct
or
2II
~, ®
~ TimberS[rand LGL
rim board
326 lbs. per ~" diameter lag bait
Treated 2x_
ledger
Flashing
Structural exWrior ~" diornetmr
sheathing
lag bolt
NOT 5:
ION
TJI®/proTHIGO~ 250 ~ 350 J~mt~
/ Gap~
~ 'imum
3-ed (2~') box nail~, ditched
Fit
the reqgired s,rzq up to a ~" Width Plecem
maximum midLh of 7 inches. · Minimum of 2 rouJS
24 .c,
5ida II):
- TJI®/Pr~I~O joi~tm Y~" x 2!sg~'' minimum
~ ~" :2~' minimum
- TJI®/Pro 250 jai~L~ x
- TJI®/proTM350 joi®s~ [" x 2'~" minimum
TJI ®/proTM550 joi~t~
T. J.I.IN5 ALLA
Depth Tj[~/Pro~ ROUND HOLE SiZE
Neb sUffaner material ~hall be sheathing meeting the rea~irements
of P5 I ~r P5 2 with face grain verticoh
2×4 construction grade or better.
/ {?:mTnimum
~ Tight fit
QENERAL NOTES ~- I~
DepthTji /pro . SQUARE OR RECTANGULAR HOLE SIZE
FULL WEB DEPTH RECTANGULAR
HOLES ARE ALSO PBSSI]~LE,
C~NTACT YOUR TRUS JOIST MACMILLAN
REPRESENTATIVE FUR ASSISTANCE,
(h41N)
HAXINUH NAIk ~PAGIN~ FOR ~ GONNON NAI~
IN~IO~
~O~ ~ATHI~ EDSE5 L~ATION~
ALL.OY',IABL.E LOAI25 ANiD ~t~FLEGTION.%
FOR ~TIRUC, TURAL MEI'4t~ER5
.~'17~C.'t'UR. AL LIVE 12EAI2 AI..LOI"~IAI~LE
HI~HBE~ iOA~5 LOAf:25 ~EPLEGTION
II
//
'~tO MEET 1.20 HPH ~lll~D LOAD C..~ITt~f~IA
N.Y. ~TATE iDUILIDIN~ COID'/= NOTE:
~,501.2.1.1 PESI~N ORITEP. IA: CONST~,UCTION IN I~,E®IONS
EXOEEP I10 ~I~E5 PE~ HOU~ ( J~.l ~m/h ) HAVE BEEN
IN ACCORDANCE ~ITH:
~OP FRAHE GONST~GTION NANUAL FO~ ONE- ANO
T~-FA~ILY ~DLLIN~ [~FGH), GHAPTE~ ~
TYPIC, AL, I,~ALL, ,~EC, TION
(~PAD AES?V~ CUB-~LOO~
~' -~ TO 1,4E~T 120 t,'lCH ~IN~ LOAD C.'~,ITER. IA
MEET 120 ~IPH ININD LOAD GI~.ITI~t~,IA
-Y/(tO ~il=t 120 MPH ~INI2 LOAD C..I~,I'T'EP-,IA
O~
lB
~ I~ 0,~, ~F=A TO NANUP~TU~R
( ~T TO ~AL~ ) O~ A~V~D E~UAL O~ -( AT 4X4 PODT5, U~ A~ AT ~X& PO5~ ) ~
:::::::::::::::::::::::::::::::::::::::::::::: r, .............. :':':':':':'::':::' ~/ j~ ~~ ...... -~o.~.~ ~o~.~.~,~. ~ ,/= - ~-o ~ Z I ~
~ / ( NOT TO CGAL~ )
~ ~TO ~T 120 MPH ~1~ LOAD GRI~RIA ~
2x4 6LO~ NAILDD TO
~TO MEET 1,20 MPH I,'~IN~ LOAD
VIt=~
~OALE I/2 = I-O (
~TO MEET 120 MPH ~1~ LO~ O~[~ A ~ ~TO MEET 120 MPH AIND LOAD
TYPIC, AL ~T~,APPI NC
~BTAII.. PO~ OPt~NIN¢ UP
F
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t;~JE.~ch~ck ~om~l ante Certi?l,'-&t~
[d~r/~f~n&r ...................................
PLUMtSlN~ ~ I 5t~ f~
OPENIN~ Pf~OTEOTIV'E ~PECIFIC-ATION
FOf~ AN~ EXTErIOr' LUINDO~ AN~ ~OO~
~12.1~ Ink.mai pressure. WTn~w~ f~ ~uildTn~5
the ~ull~In~ Co~ ~r New T~
mfnfmum thfc~',ess of' 9/1~ Tnch (llJ mm) an~ a
maxfmum e~an oF 8 Feet (24~¢ mm) shall b~
and two-~tor~ buH~fn~s. Pan~l~ ~hall b~
precut to cover th~ ~/azed op~nln~5 ~fth
attachment hardware provided. Attachments
shall ~ provided in accordanc~ wfth
th~ components and cia~din~ [oa~s d~t~rmin~d
in accorCanc¢ mfth thC ~ro~isions oF
~ulldln~ Cod~ or New Tork ~tatm,
TABLE R.3012.1.2 PAGE 35 Ne,,, 'Fork 6tare ~ulldln~ Code
WIND-E~Ot~J, IE DE~t~I5 PROTECTION FA~TENING
.~CWEDULE FOR U~OD STf~LICTUf~.AL PANEL.~~,=~
2 112" ~
FOr ~; I i~oh ~ ~.5.4 mm, i Fool · 3¢4.¢ mm, 1 ~ound ~ ¢.454 k~, lm;I'~"'I~r h°~l'~O'~/h',.
b. Fast~n~r~ shall
~tructura ~anel,
attached utUizin~ ~i~ratfon-r~ef~tant anchors havfm~ a ~ i
minFmum u[timat~ wft~ra~al ca~amft~ oF 450 ~oun~5.
FO~ OPENIN~ P~OTECTIVE5 -
LA~E~ TNA~, 4'XS' ~EFE~ TO
FASTENER 5PAGING
:~ 4 Foot ~ Foot
FA~T~E~
.... JL__ Jl
O~
~O
OTEDJ
I
OPENINC PROTECTIVE5 FOf EXTE IOF
OPENING5 LARGER TNAN 4'X &'
SQUARE FOOTA~ES:
FIRST FLOOR L[ViN~ SPACE: 2,252 5~=,
SECOND FLOOR LIV[N~ 5f=ACE; 1,59S 5F.
TOTAL LIVING
GARAGE:
3
UNBX.OAVATED
'//~," DI
C, Of~NE'
CEE ~,/,
112"
M'I. ANC, HO~
ONLY
"//,~" ~IAI,'I. ANC, I.40~ ~C:~L'i'~
~.Ot~IEI~G ONLY' I~IHEI~t~ ~.lO.WlN
,G~E ¢ /
~'Af~-A.~E 5LAB
UNEXC, AVATED
E, ASEt,4ENT
A5 ~UI~ AT 2¢20
UTILITI" ~INOOM
DIAM. ANC, HO~
C..O~NEt~LG ONLY
F O !,,,,,I N :I::2' A T I
PLAN
A.P.D. = ANTHONY PO~E~ DEAN
DO NOT 50ALE D~A.~IN®5
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112"
Bt~,EAKFAcT
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I/2"
IN~TALL E/¢" TYPE "X" FIRE RATED
o ~) ~'-~ '/:"
DININ~ ROOM
GUEST ~,OOM
JUNIOt~, SUIT~=
~11~ F L 0 0t~,PLAN
~ ~L INTERIO~ DOOR~ TO ~E ~0 ~E~5 NOTED OTHE~I~B ~
¢'-~ I/2"
2'-10 112"
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BEDP-.,OOM ~E,
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5'-8 1/4"
BATH 0
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NOTE: PI~,O¥1DE 501_ID BLOGKIN¢ UND'Et~, ALL PODT5 DU~ING F~ING ~
P~IO~ TO LOADIN~ OF UP~ L~EL5.
A.P.B. = ANT~N~ PO~ BEAM
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A.P.B. = ANTHONY PO~R B~AM
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MAIN GLIDE TO GliDE ,~ABLE ROOF
TO MAIN FP. ONT TO BAC,~ ROOF
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A11 ~IN~5 T~ HAVE A ~INI~UF4 ~.P. f~,A'I'IN~, ~P D~.
A
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'Ih"PId, AL ~KO0~ ¢0N51 t~J~c;.TION:
T~PICAL EXT. ~ALL GONST~U~TION,
I~¢PI~AL ~Ld~2~ GON5I'F~GTION,
T~PI~Al ¢1ii ~ON~II',C..IC, TION:
2X~ P.T. 5ILL ~LATE
"I"t~IC, AL ~OUNI2ATION
POI~ ~IN~ LOA~IN¢ ~2~TAI/~ ~BB ~2~A~IN¢~ Al2 * AI~
C, OVt~.'i~.,ED POf~GH
LIVIN~ ~,OOf,4
5t CTION
~=0~ F40~l~ INt=O. 5~=t~ 51~,TION A
OLO
~"0
BIo~cking
panel
T~TTe rim ~ist~
Must bsve 9%' mlnlmum Jotst
besting at ends
Plate oail - 16d (3,~") box
at 16" on-canton*
,Floor panel naU - Sd (2~")
6" on-center*
True ,Tdst
rim board*
s nail - :[Od (3") box
et 6" on-center*
Remove tongue and groove from
floor panel edges supported by
I" e-Rime to ensure quality
nailing. *Conventional conatruction code
True Joist Fmme~s Pocket Guide for
A3. f-A3,3 installation spec~cations,
2x_ stud
,well at 16"
n-center
~oundo~' nailing -
8d (~") common
Option #1:
Apply subfloor TJ'~e ,Tdst blocking with end
adhesive to all ~,~ blocks installed .~t~ joist
contact su~aces ~ /~ / span Ioca?mns using
~ /~ ~x_~trapping ins~d~edo?
~ d~fly op¢~ed calling
4'-0" length of
~" reinforcement
on one side et
both sides at E3
Face grain
8" diameter m~ximum hole for
I~" - 16" deep bTocking panels;
6" diameter maximum for
blocking Panels gYz" deep or
sho~ter than 12" long.
~/' bo not cut flanD~.
~ ~/Trus Zoist
~ rim board
~/~Attoch ?einfo?eemest
to jo~st with 8d C~")
~ ~en~er. When reinforcing
~'~sth sM~, stagger n~Us.
Plate naif - 16d (3~") box
,Floor panel nail - 8d (2~")
rim board
(3") box
et 6" on-center
proper blocking to
support all panel edges
*See True Joist FrameYs Pocket Guide
for additional installation specifications.
Lead bearing or sh~r wall above
(~nust stack over wall below when
p~esent)
End of joists
~ /~ at centerline
~-~ [~ of support
Load bearing or shear wall above
(must stock over wall below)
~ glockingpand
g/~ y-- 2x4 minimum
?~. /~qu~sh blnaks
required e~ch side~'~ ~ ~
at B~W and 82W
INTERMEDIATE BEARING
NO LOAD BEARING WALL ABOVE
Web stiffeners required
each side at B3W Blocking panels
~ may be recluired with
®e
Trus ,Toist
rim bourd
Attach reinforcement to
joist with one 8d (~")
common naiJ at e~ch
~ renforcement on
Less th~ 5"
Nd] Trna ,Toist rim Attach reinforcement to
board to blocking withjoist with one Bd
connections equivalentcommon nail at each
to decking schedule/corner
/ Blocking panel between ~ch
/ / joist. .ail to top pl *e with
~ ~ / connections equivalent ta
'~--/' 1~ decking schedule.
~ ~V~ reinforcemeeton
~ ~1 ~ cee side st
~~ b0th sld~ ~ E8
Load from above
2x4 mini
squash blocks
Use 2x4 minimum squash blocks
to transfer load around T,T~e
joist
Web stiffeners
8" diameter maximum hole for
requir~ each llT/a'' - 20" deep blocking panels;
side et E1W
~, / blockrng panels 9~" deep or
~ shorter than t~" long.
bonot ut lanqes.
~ ' True O'orst nm
~ board
No field cut
Table A - End Support
ALLOWABLE HOLES - TJI® Joists
~ MOT
of hole to inside ~ce of nearest end st minfo~menL
® w.....,......,..u,,®® ®
one or mo~ of the thee b~cing
options shown must be installed
BERING FOR DOOR
BEARING AT WALL OR WINDOW H~DER
~am~ plate: Tr~ ~oi~ r~m- board S?mp p~ code if top
(3~") nails with
3~" TO'Ss joist
flange widths.
R(~UND HOLE SIZE SQUARI~ bR RECTANGULAR HOLE SIZE
DEPTH TJI·
~t
, Filier block: Attach with tten
Nail throu, gh 2x.~ wood backer and Web. . stiffeners required ~) nails,, clinched.
T0Ie joist web with 2 rows 10d if sides of hanger do not Use ten 16d (3~ ! box naif)s
· {3"} common nails at 6" laterally support et I~tfrom ~ch side wmt~ 3~" ' ' I
/ Flush plate w~th )~)de er blocking for I~ero plate is nat continuous
~Bl°ckmg on'center, d'nched. Use ~" of T~I' jo~ top T3,ejolstflangewmdths. Use ~ iaaa of waller b~m suppo~ ~
pane flange fifte~ndiswithT~'.joist ~ckerblock:,~toll
~ .~ dept ~s gr~t¢r th~ 16. tight to top fbnga /~mmr~ .,m
~ ~ (tight to bottom fb~e ~
~ /~ .with f~ce mount F // "~
~ honger ~ ~ ~~ hangers), AWoch ~ith ~
~ ~ tan 10d (3") box ~ils,
[ H2 1 web with single V
Table B - Intermediate or Cantilever Suppo
Minimum distant e of hole to inside ~ce of nearest Intermedla~ or cantilever,
BEARING AT CONNECTION OF MULTIPLE PIECES E~ERIOR OECK A~ACHMENT ~ouble ~ ' t
B~M TO BEAM BEAR1NG AT OF TOP-LOADED BEAMS (~) 51rocturo, ~ter,o~ I~
~O~¢TlO~ ¢O~H~ ~" ~dth ~i~ce~: [ ~l ~ ~1
V~mfy Parallele PSL or · ~inimum of 4 rows lOd (3" x 0.128") nails st 12" o.c.
~mbeP5t~nde LSL column
m~ be required
when L exceeds ~ /CL Wall
joistspaclng x~ ~',L .
R~UND HOLE SIZE SQUARE OR RECTANGULAI~ 'HOLE SIZE
NCRETE WALL
capacity and beam for 14" amd deeper beams
· If using l;2d (3~") or lar'ge~ nails, the number
~ bearing length, of nailing irows may be reduced by cee. foist
See curr~nt ~ 0 ~
tabte below. Maintain Hm boa~d 0 ~
Tros
Co(st
0
3~" Width Pieces: ~ :/ 2" distance (minimum) from
literature· ~ / edge of ledger to f~ener.
· Minimum of 2 ~ws~" bolts ut ~ ~ /
(1) ~ad muir be appmleu evenly ac~ entire Fastnetmrim board t" ~Rim' m
~" mag boUm 475 / 75D 32~ / N,A.
hanger flange, O~ CO
Iffersture for froming connactors d/rect contect with concrete Add~tional nailing or bolting may be e ~ (D
beanns. Refer to current product literature, u
.... BEAM ON COLUMN BASE ELEVATED ~
DO NOT allow workers
to walk on joists
until braced.
INJURY MA Y RESULT.
WARNING
TJI.._.~ joists at bearings: Two 8d (i-Y2") box nails (1 each side), IY~"
minimum from end.
Joists ara unstable until braced laterally e Blocking panels~ rtl Joist or rim board to bearing plate:
Bracing Includes: TJIe blocking panels or rim joist: I Od (3") box nails at 6" o.c,
· S[ocklrlg · Sheath)ng True Joist rim board: Toenail with I Od (3") box nails at 6" o.c. or WEB STIFFENER ATTACHMENT
· Hangers · Rim Board (3/1~
· Strut Lines · PJm Joist DONOTsteckbullding 16d 1') box nails at 12" o.c.
materials on unsheathed Shear transfer: Connections equivalent to decking nail schedule.
WARNING NOTES:
joists. Stack only over
beams or wails.
Lack of concern tor proper brecln;, during construction can result In serious accidents.
Under normal conditions if the following guidelines are observed, accidents will be avoided.
IN5TALLATION
COLUMN CAP COLUMN BASE
NAILING REQUIREMENTS
Rim board, rim Joist or closure to TJI~ Joist:
~" width or less: Two 1 Od (3") box nails, one each at top and
bottom flange.
2~" thru ~2~/~" widtha: Two 16d (3~2") box nails, one each at top and
bottom flange·
3~" width: Toenail joist to rim joist with one 10d (3") box nail each
side of jobt top flange.
2x4 minimum squash blocks: Two 1 Od (3") box nails, one each
at top and bottom flange.
ETAIL5
gOptiond
non-shrink
rout
2~" m~ximum
Three 8d (?J~") box nails,
clinched
(Three 16d (3~") box ndls~
3~"TJ"Zejoist flangewidths)
See sizes below.
T~ght fit
W Web Stiffener SizeW Web Stiffener Size
~" ~" X 2~6I' minimum2~6,,7~,, x 2~6" minimum
1~" ~" x 2~" minimum 2j~" 1" x 2~" minimum
~e" 3/4" x ~e" minimum3~" 2x4
Trus ~Toist rim board for sheer
blocking (between joBts). Field
trim to mutch jdst depth et
outer edge of wall or locate on
wall to match joist d~pth.
Maximum allowabl, V-cut
SHEAR BLOCKING and VENTILATION
HOLES-Roof Only
· Holes may be Iocate,d vertically anywhere within Sm web. Leave X' of web (mlnlmurn) at top and bettorn of hole.
ALLOWABLE HOLES - Beams and Headers
h-l-- ]
I m Jm / I B~u BEtH m M IMUM ROUND
All
-(B) IOd x E" NAILS.
~" O,O. UNLEDD NOTED OTHD~IEE ~ CAPACITY- ~ILIN¢ PA~B~N ~ 1400 ¢~1
MIN 5" X ~" ~AEH~ ~ ~T AT 5VERY ~AFTgR, MAX.
"~I~P¢~N" LBPOI/2 OR APP~VED E
'F'"CPI~,A.L. ELAtE-ON ~,,,A~t~ DILL
i~C, ONN~,TIOND t~NTI~D PE~IMETE~ O~ tDtJIL,~IN~
~ ( NO" TO 5C.,ALE )
')~tO MEET 120 MPH ~INI2 LOAD C,f~ITEP. IA
NOTE, ALL METAL HANgEr.G, CLIPO, NAIL5, BOLTD 5C.f~E.v'15, ETC.
IN DI~GT ¢ONTAGT ~ITH PREDDU~ ~EATE~ LUH~E~ TO
TRIPLE DIPPED ~ALVANIZED MEMBE~5 APPROVED BY MANUFA~RE~
~¢" 0,~,, LJNL~-55 NOTED
IN, 12" BEARING
4,,,12
1
l-
~[LL ~ATE -, ~ 51~l ~a~ ~//~ ~EET I~0 ~PH ~[ND bOA~ ~ITE~IA
~ ~TO H~ET 120 HPH ~IND LOAD ~l~lA
k ~} (NOTTO~AL~)
~ ~TO HEET I~O HPH ~IND LOAD
ALL HETAL HAN~E~5, OLIPS, ~ILS, ~l~ 5~, ETG.
TION5
~1~, ff/l~" 5H~ATHIN~ ~ ~ -
~ ( N~ TO ~Ab~ ) ~ ~ITE~IA
~APAC[~- NAILIN~
O~ A~D E~UAL
· .'.'.*;';']']']'] .';,','..'.'],;*]']V,','.']'.'/.V.',';']'/,'.'.'.'.*,V]'.'.'*',','.'.',.. ] ], ·,.,, · ,. ]],,'"" """'"""' ' '"'"""'"'"'"'"' ' "'""-"'"-'"'""-'-'"' ' "" ' "" "51HFSON II HD~ O~ APPrOVeD EGUAL HIN. [HDE~MENT ~'I PO~T HOLD)E~ ~HBBDDE~ (2) "51~PSON" H2
~ TO MEET 120 HPH ~1~ LOAD ~l~lA FIRST Fho~ ~ T~T HA~ DETAIL ~ ~ ~20 MPH ~ LOAD G~I~IA ~ ~TO Hilt 120 HPH ~IND LO~ OEI~E;IA ~TO MEET 120 HPH ~IND LOAD
I
F
Z
Z
M
Z
Z
J
0
IL
7
IL
J
Table 3.3A Rafter / Ceiling Joist to Top Plate
Lateral and Shear Connection Requirements
(Prescriptive Alternative to Table 3.3)
Fastest Mile Windspeed (mph)
110 120
Rafted Ceiling Wall Height Number of 8d Common Nails
Joist Spacing (ft.) (Toenailed) Required in Each Raft:er
(in.) and / or Ceiling Joist
to Top Plate Connection1'2'3
12 8-10 3 3
16 8 3 3
10 3 4
Table 3.3B Uplift Strap Connection Requirements
(Roof-to-Wall, Wall-to-Wall, and Wall-to-Foundation)
(Prescriptive Alternative to Table 3.3)
Fastest Mile Windspeed (mph)
110 120
Framing SpaceRoof SpanNumber of 8d Common Nails in Each
(in.) (ft.) End of 1-1/4" x 20 gage Strap%2
12 12 3 3
16 3 4
20 3 4
24 4 5
28 4 5
32 5 6
36 5 7
16 12 3 4
16 4 5
20 4 5
24 5 6
28 6 7
32 6 8
36 7 -
Table 3.4 Ridge Tension Strap Connection Requirements
RidgeRafterTension Strap/~-~ RidgeRidge BeamB°a~ or Fastest Mile Windspeed (mph) Fastest Mile Windspeed (mph)
~ ~'~ 110 120 110 120
Roof Pitch Roof Span (ft) Number of 8d Common Nails in 1,2,3,4 Required Capaci~ of Ridge
each end of 1-1/4" 20 gage Strap ConnecQon (plf) 1,2,3,4,5
3:12 12 4 4 394 484
16 5 6 525 '645
20 6 7 657 807
24 7 8 788 968
28 8 919 1129
32 - 1050 1291
36 - 1182 1452
4:12 12 3 3 312 382
16 4 4 416 510
20 5 5 520 637
24 5 6 623 765
28 6 7 727 892
32 7 8 831 1020
36 8 - 935 1147
5:12 12 2 3 240 295
16 3 4 320 393
20 4 4 400 491
24 4 5 480 589
28 5 6 560 688
32 5 7 640 786
36 6 7 720 884
6:12 12 2 3 216 264
16 3 3 287 352
20 3 4 359 440
24 4 5 431 528
28 4 5 503 616
32 5 6 575 704
36 6 7 647 792
7:12-12:12 12 2 2 201 245
16 3 3 267 327
20 3 4 334 409
24 4 4 401 490
28 3 5 468 572
32 5 6 535 654
36 5 6 602 736
N.Y. 5TATt~ t~IJIL~21N¢ ¢O12E NOTI~..
~,DOI,2,1.1 D~51¢N O~ITE~IA:
THE BASIC ~IN~ &PEED5 ~O~
IN ACCORDANCE ~ITH:
AMeriCAN ~O~T AND ~A~E~ A$~IATION
T~O-FA~ILY D~LLIN~5 (~FOH), OHAP~
~'O