HomeMy WebLinkAbout37160-ZTown of Somhold Annex
P.O. Box 1179
54375 Main Road
Southold, New York 11971
1/30/2013
CERTIFICATE OF OCCUPANCY
No: 36125
Date: 1/30/2013
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
ACCESSORY ALTERATION
2465 Gabriella Ct, Mattituck,
Sec/Block/Lot: 108.-4-7.50
Filed Map No.
conforms substantially to the Application for Building Permit heretofore
4/13/2012 pursuant to which Building Permit No.
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:
Lot No.
filed in this officed dated
37160 dated 4/24/2012
accessory 12' X 36' horse barn as applied for.
The certificate is issued to
Mineo, Maria
(OWNER)
of the aforesaid build'rog.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit #: 37160 Date: 4/24/2012
Permission is hereby granted to:
Mineo, Maria
2465 Gabriella Ct
Mattituck, NY 11952
To:
construct an accessory 12' X 36' horse barn as applied for
At premises located at:
2465 Gabriella Ct, Mattituck
SCTM # 473889
Sec/Block/Lot # 108.-4-7.50
Pursuant to application dated
To expire on 10/24/2013.
Fees:
4/13/2012
and approved by the Building Inspector.
ALTERATION OF ACCESSORY BUILDINGS
CO - ACCESSORY BUILDING
Total:
$272.80
$50.00
$322.80
Building Inspector
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation fi-om Board of Fire Underwriters.
4. Sworo statement from plumber certifying that the solder used iii system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple resideuces and similar buildings and installatious, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planuing Board Approval of completed site plaa requirements.
Bo
For existiug buildiugs (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 aud unusual natural or topographic
features.
2. A properly completed applicatiou and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is
denied, the Building Inspector shall state tl~e reasons therefor in writing to the applicant.
C. Fees
Temporary Certificate of Occ.~a~cy - Residential $15.00, Commercial $15.00
/
Date.
'/ Old or Pre-existing Building:
New Construction: (check one)
Location of Property:
House No. Street
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $5000, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $I00.00
3. Copy of Certificate o£Occupancy- $25
4. Updated Certificate of Occupancy - $50.00
5.
Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Sectiou
Sul3division
Permit No.
/0 ~F Block t_./ Lot
Filed Map. Lot:
Date of Permit. q~74./-/2... Applicant:
Health Dept. Approval:
Plauning Board Approval:
Underwriters Approval:
[~(check one)
Request for: Temporary Certificate
FeeSL, bmitted:$ ~"0 .FO/
Final Certificate:
TOWN OF SOUTHOLD BUILDING DEPT.
[ F~OUNDATION 1ST
765-1802
INSPECTION
[ ] FOUNDATION 2ND
[ ] FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH~ [ ] ELECTRICAL (FINAL)
REMARKS; ~"~'~ ~
DATE
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
?/INSPECTION
[,,,~ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
] FOUNDATION 2ND
] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELI~CTRICAL (FINAL)
REMARKS: ~' ///-~' I~-~Q/~7~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/ INSPECTION
[ ~ tFOUNDATION t ST [ ] ROUGH PLBG.
~~'~rj IV] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[]FIREPLACE& CHIMNEY []FIRE SAFETY IN~NPEETi~TOi~N
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PE
ELECTRICAL (ROJJr~d4)-~ [ ] ELECTRICAL (FI~IAL)
REMARKS. rl ~ _/
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FO/~IDATION 1ST [ ] ROUGH PLBG.
[ ]~/OUNDATION 2ND [ ] INSULATION
[[/]'FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: ~ ~~, .. /~/? ~ j .,E~,~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PI. BG.
[[~N
[ ] F [ ] FIRE SAFETY INSPECTION
REMARKS:
[ ] FIRE RESISTANT CONSTRUG~ON [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL}
DATE
INSPECTOR
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined
Approved
Disapproved a/c
Expiration
PERMIT NO.
BLD8 D£PT.
TOWN OF SOUTHOLD
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, befbre applying?
Board o£Health
4 sets o£Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Mail to:
Phone:
ng Inspector
~R BUILDING PERMIT
Date ,20
IUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submined 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
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 thc
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit lbr an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department 1hr the issuance ora 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)
Wt~ (Mailing address of applicant) //~3'"'7
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Nameofownerofpremises ~V'}. IqJ.Y~}/~ T ~J/'~ J/Oe O
(As on tbe tax roll or latest deed)
If applicant is a corporation, signature of duly authorized ofricer
(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 //0 ~ Block t_/
Subdivision Filed Map No.
Lot -7' 5~
Lot
2. State existing use and occupancy of premises apd intend,ed use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy CJ, x~l~-o,_r,- -~or'
3. Nature of work (check which applicable): New Building.
4.
5.
Repair Removal Demolition
Estimated Cost
If dwelling, number of dwelling units
If garage, number of cars
Addition Alteration
Other Work I.-1 Or-:5 ~ ~-~ [ ,~
(Description)
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.
7. Dimensions of existing structures, if any: Front
Height. Number of Stories
Rear
Depth
Dimensions of same structure with alterations or additions: Front
Depth. Height Number of Stories
Rear
Dimensions of entire new construction: Front -5
Height ?/ Number of Stories
Rear
Size of lot: Front 55 5 Cl. 0/2 Rear 5 ~5 ?. b ,2 Depth
Depth /,~
10. Date of Purchase ,.7, O O I Name of Fenner Owner
11. Zone or use district in which premises are situated
c e//vre
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~
13. Will lot be re-graded? YES NOlO Will excess fill be removed from premises9 YES NO
14. Names of Owner of premises ~ 8rl~ T ~meo Address t~q ~ ~c~ ~ ~ Phone No.
NameofArchitect ~ec/ Nq~ AddressP0 /~7 5/2ec,~lff Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES
* 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 V9
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
NO tk:9
16. Provide survey, to scale, with accurate fbundation 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.
18. Are there any covenants and restrictions with respect to this property? * YES ~:~ NO
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY
//~/~---,&~ ~-/(1 --/]~ //t./' ~-O being duly sworn, deposes and says that (s)he is the applicant
(Name of individual~1 ,io,,signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to pertbrm 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
pcrlbnned in the manner set forth in the application filed therewith.
Sworn to befbre me this
~day of ~ 20/oO-N .
Notary Publi(J ' ^., ~ N0.3~5-4741154, - ' / SNnature of A~0/plicant
uua~irieo in Nassau / ~iuJtfo)f~g~ugtJe~,
CornmissJou Expires ~
OWNER
TOWN OF SOUTHOLD PROPERTY RECORD CARD
ACR. ~. , ~_, REMARKS
TYPE OF BLD.
LAND
PROP. CLASS
IMP. TOTAL ! DATE
3ooo ~,.6 oo
FRONTAGE ON WATER
FRONTAGE ON ROAD
DEPTH
BULKHEAD
WOODLAND
MEADOWLAND
HOUSE/LOT
108.-4-7.50 9/06
?~. Bath 2 ~z Dinette
[ F'/o I/ Floors K.
b~y ~4/~ Interior Finish LR.
~'~ Heat DR.
Rooms 1st Floor BR.
~om Rooms 2nd Floor FIN. B.
DECLARATION OF COVENANTS AND RESTRICTIONS
THIS DECLARATION made and dated the 9th of July 1996 by Buovodantona
Aliperti, residing at 81 Hallock Lane, Rocky Point, New York hereinafter referred to as
the "declarant".
WlTNESSETH:
WHEREAS, declarant is the owners in fee simple of the real property described
in Schedule A annexed hereto and made a part hereof; and
WHEREAS, an application for approval of the subdivision known as "ELI~JAH'S
LANE ESTATES, Sections 2 and 3" described in Schedule A has been filed with the
Planning Board of the Town of Southold; and
WHEREAS, the Planning Board has determined that such subdivision would be
granted, provided the applicant covenants to use his property in conformance with the
zoning ordinances of the Town of Southold and further convents as hereinafter
provided.
WHEREAS, the declarant deems it advisable for the best interest of the Town
of Southold to impose certain covenants upon said real property and create an Open
Space Easement with respect to a portion of said real property,
NOW, THEREFORE, in consideration of the premises, the declarant declares
that the above described real property is held subject to the following covenants:
1. That the subject premises shall be used in conformity with the zoning
ordinance of the Town of Southold.
2. There shall be no further subdivision of any lot within the subdivision , in
perpetuity. This restriction includes Lot Number 4 which contains an Open Space
Conservation Easement. This subdividion has been designated as a clustered
subdivision and it has been designed at its full development capacity.
3. If the streets within the subdivision are designed with a width of twenty-
four (24) feet, there shall be a condition included in the Declaration of Covenants and
Restrictions that there shall be no on street parking in the subdivision. If the streets
are designed as originally proposed, in accordance with the twenty-eight (28) foot
specification, this condition will not be required.
4. There shall be no construction on Lots 13, 14, 24 and 27 in "ELIJAH'S
LANE ESTATES, Sections 2 "and Lots 5 and 6 in "ELIJAH'S LANE ESTATES,
Sections 3". These lots shall remain as open space until such time as individual on
site wells comply with the "Private Water System Standards" of the Suffolk County
Department of Health or the subject lot is connected to an approved public water
supply.
~ The use and development of the portion designated as Open Space
Easement on Lot Number 4 of the Elijah's Lane Estates Section Three subdivision, will
forever be restricted to some or all of the following:
~ Farming operations and activities (including soil preparation,
cultivation, fertilization, irrigation, pest control, and drainage control) and any other
normal and customary farming operations; and the use of farm vehicles and
equipment in connection therewith, all as designed and intended to promote and
enhance agricultural production encompassing the production for commercial purposes
-2-
of field crop (including without limitation, corn, wheat, oats, rye, barley, hay, potatoes
and dry beans); fruits (including without limitation, apples, peaches, grapes, cherries
and berries); vegetables (including without limitation, tomatoes, snap beans, cabbage,
carrots, beets, cauliflower, broccoli and onions); horticultural specialties (including
without limitation, nursery stock, ornamental shrubs and ornamental trees and
flowers); and all other farm products;
b. Open fallow;
c. Operations, encompassing the maintenance of livestock and
livestock productions (including cattle, sheep, goats, horses and poultry) which are
found acceptable and reasonable necessary by !he Planning Board;
d. Landscaped, wooded areas with lanes, walkways, foot paths,
ponds or brooks and recreational areas for compatible recreational uses, which are
found acceptable and reasonably necessary by the Planning Board and which are
subject to approval by the Planning Board.
Said covenants shall run with the land and shall be binding on the heirs,
successors and assigns of the declarant, subject to the right of the Town of Southold
to amend, modify or repeal said covenants at any time with the permission of the
owner of said property.'
6. That the following shall be adhered to on that portion of Lot, Number 4
outside the Building Envelope which is designated the Open Space Easement for the
purpose of maintaining said premises in its current condition for continued agricultural
production and to prevent the degradation of loss of the aesthetic open space and
-3-
agricultural value of said premises:
a. If at any time the ownership of the area shall change, or the use of
the area shall be changed from the use present at the time of subdivision approval,
(fallow farmland) or any subsequently approved use, to any other type of farm use in
accordance with this Declaration of Covenants and Restrictions, a conservation plan
shall be developed by the Soil Conservation Service for this particular property. The
farming practices shall then comply in all respects to this report, and shall remain in
compliance with all updates of the report. The PIanning Board shall have the right to
require updated reports when deemed necessary.
b. No regrading shall be conducted thereon; the natural contours
thereof shall remain generally undisturbed and no fill or spoil shall be placed thereon.
c. No top soil, loam, sand, stone, gravel, rock or minerals shall be
excavated or removed therefrom or placed thereon.
d. Farming practices shall be such that erosion of the land is
minimized and is in accordance with the standards of the Soil Conservation
Management Plan, and nothing shall be permitted to occur thereon which would result
in increased erosion of said premises.
e. No streets, roadways or other right of ways for non-farming
vehicular use shall be constructed or granted thereon.
f. Except as may be required for reasons of irrigation, drainage,
sanitation or disease control, no trees plants or other vegetation located thereon, shall
be killed destroyed, cut or removed therefrom.
-4-
g. No dumping, placement, storage or burning of any liquid or sotid
waste, garbage, ashes, sawdust, trash, rubbish, refuse or other toxic, hazardous,
objectionable, unsightly or offensive material shall be Permitted on or within the said
premises.
h. The said premises will forever be kept open and free of all signs,
bill boards or other forms of visual advertisement of display.
i. All structures, whether temporary or permanent, shall be located
within the building envelope for Lot Number 4 as designated on the final subdivision
plat for Elijah's Lane Estates Section Three. Temporary or permanent structures or
buildings shall not be placed or erected within or upon the area designated as the
Open Space Area. Fences are permitted subject to Planning Board approval. ¢
j. Retail sales shall be restricted to the sale of items produced on
the property, and shall be subject to Planning Board approval.
7. The Open Space Easement area is located within the Special
Groundwater Protection Area (SGPA), and therefore, any future use of this area shall
be subject to any restrictions required for property within a SGPA.
8. That the owner of said Lot Number 4 reserves the right to the exclusive
use and possession of the area known as the Open Space Easement, to the extent
not inconsistent with the covenants and restrictions hereinabove set forth; and
Declarant may exclude the general public or any designated person or persons from
the use of or entry upon the said Open Space Easement, except that the town shall
have the continuing right to inspect the said area to the extent reasonably required to
-5-
monitor compliance with the covenants, terms and provisions have not been violated,
such inspection to be at reasonable times.
9. The declarant grants the continuing right in perpetuity to the Town of
Southold or any of its designated representatives to inspect any areas designated as
open space, open space easements, common areas or any similar nomenclature so
as to insure continued compliance with the covenants, terms and provisions
designated herein in regard to same and to insure that such covenants, terms and
provisions have not been violated.
10. Declarant grants the continuing right in perpetuity to the Town of
Southold or any of its designated representatives to enforce the conditions and
restrictions of the covenants and to take any legal action it deems necessary to
enforce the conditions and restrictions of the covenants. These rights of inspection
and enforcement shall be binding upon declarant, their heirs, executors, legal
representatives, distributees, successors, assigns and transferees.
('~__~. These covenants and restrictions can be modified only at the request of
the then owner of the premises with the approval of a majority plus one of the
Planning Board of the Town of Southold after a public hearing. Adjoining property
owners shall be entitled to notice of such public hearing, but their consent to such
modification shall not be required.
IN WITNESS WHEREOF, the declarant has executed this Declaration of
-6-
SCHEDULE A
OVER ALL DESCRIPTION
ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, in the
Town of Southold, County of Suffolk and State of New York, bounded and described as
follows:
BEGINNING at a point on the southerly side of land of the Long Island Railroad, distant
250 feet southwesterly as measured along said land from its intersection with the
southwesterly side of Elijah's Lane;
RUNNING THENCE South 38 degrees 14 minutes 50 seconds East along the westerly
line of Map of Elijah's Lane Estates, Map No. 6065, 2955.22 feet to a point;
THENCE South 51 degrees 21 minutes 10 seconds West, 75.38 feet to a point;
THENCE South 38 degrees 38 minutes 50 seconds East, 50.00 feet to a point;
THENCE South 51 degrees 21 minutes 10 seconds West, 169.19 feet to a point;
THENCE on a curve to the right with a radius of 75.00 feet, an arc distance of 92.32 feet
to a point;
1. North 38 degrees
2. North 36 degrees
3. North 37 degrees
4. North 37 degrees
5. North 38 degrees
6. North 34 degrees
THENCE South 51 degrees 21 minutes 10 seconds West, 276.57 feet to a point on the
easterly side of land of Agnes Grabowski;
THENCE along said land, the following 8 courses and distances:
30 minutes 50 seconds West, 197.78 feet to a point;
32 minutes 50 seconds West, 162.95 feet to a point;
36 minutes 50 seconds West, 297.63 feet to a point;
92 minutes 50 seconds West, 566.37 feet to a point;
31 minutes 50 seconds West, 643.60 feet to a point;
42 minutes 50 seconds West, 494.40 feet to a point;
7. North 36 degrees 31 minutes 50 seconds West, 423.50 feet to a point; and
8. North 40 degrees 09 minutes 50 seconds West, 124.25 feet to a point on the southerly
side of the Long Island Railroad;
THENCE along said land North 46 degrees 11 minutes 40 seconds East, 539.62 feet to
the point or place of BEGINNING.
Covenants and Restrictions on the date as above written.
B~ovoda ntona Aliperti
State of New York
SS.:
County of Suffolk
On the 9th day of July ,1996, before me personally came Buovodantona Aliperti, to
me known to be the individual described in and who executed the foregoing instrument
and acknowledged to me that he executed the same.
Notary Put'lc~J '~ ~ '
Record & Return to:
Buovodantona Aliperti
81 Hallock Lane
Rocky Point, New York 11778
-7-
ELi JA H ' S LANE
MAP OF ELIJAH'S LANE ESTATES SEC?~ON
S38'1
871 26'
471,358.-I: SF
IE Al;tEA LOCATED OUTSIDE OF' THE BUILDING ENVELOPE
,R LOT 4- IS AN OP[~I SPACE CONS£RVATION EASEMENT
1339,26'
/
/
N 37'40'4,0'
160 00'
~UILDING ce
~'N 91:'LOPE
~ - I , 40,011::1: $,F,
N5¢'42'50 ! 10.42
'I.92, 40'
195.99'
195 99'
95 62'
151
15~00'
?W
40,264-4-
50' SEIBACK UNE
N /F AGNEs GRABo~/sKI
.... , COVER.
ELI JA H'S LANE
MAP OF £LI J AH'S LANE ESTATES SECTION
THE AREA LOCATED O~JTSIDE OF THE BUILDING ENVELOPE
FOR LOT 4 IS AN OPEN SPACE CONSERVATION EASEMENT
S37'40'40"E
R = 25.00'
L : 39.69'
GABRIELLA COURT
(so'
R = 50,00'
L = 78.55'
N40'O9'50"W
425.50'
GRABOWSKI
N$4'42'50"W
LOT(S)4 BLOCK L~e~S~r
SURVEYED: MARCH 21,1987 REV. ENVELOPE: 8/27/99 B~N~Yo~11705
REV. 2/17/00
ELIJA H'S LANE
MAP OF ELI JAH'S LANE ESTA'TES SECTION 1
S58" 14'50' E 871.26'
50.00'
~ ~ E
~ ~ 29.84'
P ~ THE AREA LOCATED OUTSIDE OF THE BUILDING ENVELOPE R
t ~ FOR LOT 4 IS AN OPEN SPACE CONSERVATION EASEMENT L = 39.69'
~ ~ 613.91'
~ o GABRIELLA COURT
~ ~ (50' WIDE)
~ ~ I x R : 50.00'
~ ~ ~ I ~ L = 78.55'
N40'O9'50"W N36'31 '50"W 42~.50'
124.25' N34'42'~O"W
N /F AGNES ORA~OW~KI
R TZ :
TOTAL PLOT AREA:
PROPOSED FIRST FLOOR AREA:
PROPOSED SECOND FLOOR AREA;
SUFFOLK COUNTY TAX MAp DIST:IO00 SECT:lO8 BLK:04 LOT:7.5
,~AP No,~, ~ D^T~: Wallace T. Bryan
LOT(S)4 BLOCK Licensed Land Surveyor
559 Middle Road.
Bayport, New York 11705
SURVEYED: MARCH 21,1987 REV. ENVELOPE: 8/27/99
REV. 1/05/00 · ,/)
REV. 2/17/00 (651) 472-1770 % ' .:- ~
ADD PROP. BARN 9/29/11 Fax 472-1771 ,
SCALE: I "= 10_0' FILE N0:87--359--4
EARTH
~WYO~STA~ED~O~. ~COH~CTORS~OBT~YP~. I ~ EXISTING STUD WALL
EXISTING STUD WALL
TO BE REMOVED
~s~w~s~o~m~w~s. wo~o~s~ STUD WALL ~ 16" C.C.
~; ~. ~ ~o~w~s ~ ~ ~ w~ s~ ~ss ~ ~ ~,, o.c. ~ ~,, ~ ~ ~ TABLE R301,7 ~LOWABLE DEFLECTION OF STEUCTU~L MEMBERS [ ~ ~6" o.c7 JOISTS ABOVE
~OgBm~OgSm~O~Y~S~LB~C~a~a ~TION. ~ 8 I/4'~~D~S~LBEO~S,~S~N~ONP~8. STmWAYS ~ ~ERIOR WALLS -WIND LOADS WITH BRI~E FINISHES ~240
CODE~Q~8. B~ QUAL~ g~L BE ~ ~E ~ 8~ ~ ~ 8 MORT~ ~L~ J0m~ ~ N~ BE ~gg ~ 36" m ~ ~AT ~ ~8 AB0~ ~ ~'l~ ~ ~G~ A~ B~W ~ ~ GIRDER / H EADE R ABOVE
THESE P~S HAVE BEEN DESIGNEB FOR COMPLIANCE WITH THE
RESIDENTIAL ~ODE 0F NEW YORK STATE 2010 AND THE 2001 EDITION
W00D F~EDONSTRUCTION M~UAL F0R 1 & 2 FAMILY DWELLINGS ~ ~ ~
,"KERI ARCHITECT P.C.
~2 WINDEMERE COURT, PO BOX 169
~ ~ ~ SPEONK, NEWYORK 11972
PHONE: 631-874-2925 F~: 631-874-7377
KERI~KERI~EL,COM
DRAWING LIST
SHEET # CONTENTS
A-1 COVER SHEET
A-2 STABLE PLANS
A-3 CONNECTION DETAILS
TABLE R301,7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
STRUCTURAL MEMBER ALLOWABLE
DEFLECTION
RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH
NO FINISHED CEILING ATI'ACHED TO RAFTERS L/180
INTERIOR WALLS AND PARTITIONS HI180
FLOORS AND pLASTERED CEILINGS [./360
ALL OTHER STRUCTURAL MEMBERS L./240
EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360
EXTERIOR WALLS - WIND LOADS WITH BRI3~.E FINISHES [./240
EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES I.J120
TABLE R301.5 MIN. UNIFORMLY DISTRIBUTED LIVE LOADS (PSF)
USE LIVE LOAD
ATTICS WITH LIMITED STORAGE 20
A3-FICS WITHOUT STORAGE 10
DECKS- POSITIVELY ANCHORED 40
EXTERIOR BALCONIES 60
FIRE ESCAPES 40
"GUARDRAILS & HANDRAILS 200
GIJARDRAILS IN-FILL COMPONENTS 50
~ASBANGER VEHICLE GARAGES 50
ROOMS OTHER THAN SLEEPING ROOMS 40
SLEEPING ROOMS 30
STAIRS 40
R301.2.2.2.1 WEIGHTS OF MATERIALS
ASSEMBLIES MAXIMUM
DEAD LOAD
ROOF / CEILING 15 PSF
FLOOR 10 PSF
EXTERIOR WALL 15 PSF
INTERIOR WALL 10 PSF
TABLE R301.2 (1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD
GROUND DESIGN DESIGN UNDERL~YMENT FLOOD
SNOW LOAD SPEED ( MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT HAZARDS
20 PEF 110 B SEVERE 36" M-H SM t t" YES X
DATE: OCTOBER 15, 2012
DATE: FEBRUARY 27, 2012
SCALE: 1,4"=1'-0" A1
PROJECT NO.
36'-0"
11"81" 12'-0" 11"81"
4x 4 POSTS ON 12" DIA.
SONOTUBE PIERS (TYP.)
SEE DETAIL THIS SHEET.
RUBBER MAT FLOORING
OVER COMPACTED EARTH
3G'-0"
PROPOSED STABLE FOUNDATION PLAN
SCALE: 1/4"=1'-0"
3§'-0"
~ 2- 2x 10 CONTINUOUS HEADER / m,~,~
4x 4 POSTS (TYP) ~
'~ STALL #1 STALL #2 STALL #3 ~ ~
~ ~ STALL SEPA~TORS ~
2- 2x t0 CONTINUOUS H~ER~
~. ~,~,. ~ ~ ~"/ ~'-~" ~,, ~,,
~4 --~2 7'~. 4,.3 . 7,.8 7'~ ~
2- 2x 12 CONTINUOUS
PROPOSED STABLE FLOOR PLAN
SCALE: 1/4"=1'-0"
TYPICAL
ASPHALT SHINGLES
ICE & WEATHER SHIELD
112" CDX pLYWOOD SHEATHING
2x 10 RAFTERS @16" O,C.
PROPOSED STABLE ROOF PLAN
SCALE: 1/4"=1'-0"
6" TRIM OVER 2-2x 12 FASCIA BDS
12
12
-- 4x 4 P,T. SOFFIT --
BRAKETS- 6'-0" O.C.
GRADE
4°x7= DUTCH
STABLE DOORS
4°x7" DUTCH
STABLE DOOR
PROPOSED STABLE FRONT ELEVATION
SCALE: 1/4"=1'-0"
PROPOSED STABLE
RIGHT ELEVATION
SCALE: 1/4"=1'-0"
6" TRIM OVER 2x 12 FASCia BDS
30 YEAR ARCHITECTURAL ASPHALT
SHINGLES TO BE SELECTED BY OWNER.
ICE & WEATHER SHILED OVER ENTIRE ROOF
1/2" CDX PLY~VOOD SHEATHING
2X10 RAFTERS ~16" O.C.U.N,O.
12
21
TYPICAl
T1-11 PLYWOOD SHEATHING
2x 4 PURLINS- 16" O.C. VERTICALLY
GRADE
GRADE
:FIT BRACKETS
PROPOSED STABLE
LEFT ELEVATION
SCALE: 1/4"=1'-0"
PROPOSED STABLE REAR ELEVATION
SCALE: 1/4"=1'-0"
PROVIDE SIMPSON H2.5A
HURRICANE TIE @ EACH
RAFTER TO HEADER CONNECTION
2x 12 FASCIA BDS
PROVIDE SIMPSON SC4
POST CAP @ EACH 4x 4 POST
SEE DETAIL THIS SHEET
TYPICAL WALL CONSTRUCTION:
T1-11 PLYWOOD SHEATHING
2x 4 PURLINS- 16" O.C. VERTICALLY
PROVIDE SIMPSON ABW44Z
STANDOFF POSTS BASE @
EACH 4x4 POST (TYPICAL)
SEE DETAIL THIS SHEET
GRADE
12" DIAMETER SONOTUBI
TO 36" BELOW GRADE.
TYPICAL ROOF CONSTRUCTION:
30 YEAR ARCHITECTURAL ASPHALT
SHINGLES TO BE SELECTED BY OWNER.
ICE & WEATHER SHILED OVER ENTIRE ROOF
1/2" CDX PLYWOOD SHEATHING
23(10 RAFTERS @16"
12
21
2-2x 10 CONT,
HEADER..--
STALL #3
S1: BUILDING SECTION
SCALE: 1/4"=1'-0"
(TYPICAL)
4x 4 P.T. SOFFIT BRAKETS- 6'-0" O.C.
-2x 6 BLOCKING AT 4x 4 SOFFIT BRACES
RUBBER MAT FLOORING
OVER COMPACTED EARTH
SIMPSON H2.SA
HURRICANE TIE @ EACH
RAFTER TO HEADER
CONNECTION
2x 10 ROOF RAFTERS
@ 16" o.c,
SIMPSON BC4 POST
CAP @ EACH 4x4 POS'
4x 4 P.T. POST
SIMPSON ABW44Z
STANDOFF POSTS BASE
@ EACH 4x 4 POST
~" DIAMETER ANCHOR
BOLT EMBEDDED 7" MIN.
12" DIAMETER
SONOTUBE PIER
TO 36" BELOW GRADE.
ANCHORING DETAILS
NTS
NOTES:
STABLE AREA: 432 SQ. FT.
SYMBOL LEGEND
EARTH
POURED CONCRETE
NEW WALL
EXISTING STUD WALL
TO REMAIN
CLG/FL JSTS.
16" O.C,
JOISTS ABOVE
L~ SECTiON/DETAIL
~ BUILDING SECTION
.~ L_ WINDOW
-ZZZZZZZZZZZ~- ABOVE
GIRDER/BEAM ABOVE
¢3 POST UP
· POST DOWN
PROPOSED STABLE FOR THE:
MINEO RESIDENCE
2465 GABRIELLA COURT
MA~ ~ ~TIUCK, NY 11952
ISSUED FOR: BUILDING PERMIT
PROPOSED STABLE
KERI KAZEL ARCHITECT P.C.
#2 WINDEMERE COURT; P.O. BOX 169
SPEONK, NEW YORK 11972
PHONE:631-874-2925 FAX:631-874-7377
KERI@KERIKAZEL.COM
DATE: OCTOBER 15, 2012
DATE: FEBRUARY 27. 2012
SCALE". 1/4"=1'-0"
PROJECT NO.
A2
TABLE 3.40 NOTES:
i TABLE 3.4 UPLIFT STRAP CONNECTION REQUIREMENTS
EXPOSURE B ( PRESCRIPTIVE ALTERNATIVE TO TABLEt 3.4)
r,
THREE SECOND GUST THREE SECOND GUST JOINT DESCRIPTION # OF COMMON NAILS NAIL SPACING REMARKS
' WINDSPEED (MPF~ 90 t00 ~ t20 WINDBPEED (MP~ 9B 100 ~ t20
RA.B RUSS COFSFA I S U IL I S U"IL IS I U"IL IB FRAMINOSP^DING BOOFBPAN NUMEROE80COMMDNNAILEORt BO× LS ROOF FRAMING
SPACING (IN~ (Fr.] REQUIREDCAPACITYOFCONNECTION (LBS)~ (INJ (FT,) INEACHENDOFI-ll4. x20GAGESTRAp~,2~ RAFrERTOTOPFLATE (TOE-NAILED) (5) Ed PERRAFTER ASPERTABLE3.4A
CEIIJNGJOISTTOTOPPL~TE (TOE-NAILED)(5~ 8d PER JOIST ASPERTABLE3.4A
' 12 62 89 39R 93 t09 48R 127 132 58R I 165 157 7OR 12 I I 2 2 CEILINGJOISTTOPARALLELRAFTER (FACE-NAILED) (5) 16d EACHLAP ASPERTABLE3,EA
CEILINGJOISTLAPSOVERPARTITIONS (FACE-NAILED (5) 18d EACHLAP ASPERTABLE3.BA
t6 72 110 152 t98 ~6 1 I 2 2 COLLAR TIE TO RAFTER ( FACE-NAILED) ( 5~ 8d PER TIE AS PER TABLE 3.LA
20 83 127 t77 231 20 1 2 2 2 BLOCKING TO RAFTER (TOE-NAILED) 8(I EACH END
E3 202 =. SYMBOL LEGEND
28 t04 t83 227 297 ~2 24 ~ 2 2 3 RIM BOARD TO RAFTER (SN[:~NAILED) 1Ed EACH END
I 32 tt5 180 252 331 28 1 2 2 3 WALL FRAMING
~'~ t2 82 1~8 52R t24 t46 84R ' 170 t76 7ER i 220 210 S3R 36 2 2 3 3 TOPPLATETOTOPPLATE {FACE-NAILED) (2) JEdI PERFOOT ~ EARTH
I 20 110 170 236 308 12 t 2 2 2 HEADER TO HF-ADER (FACE-NAILED) 16d t9" C.C. ALONG EDGEE
,~ 16 24 125 t93 269 352 16 1 2 2 3 TOPORBOTFOMPLATETOSTUD (END-NAILED~ (3) 16d PERSTUD[~;I POURED CONCRETE
26 139 217 303 , 397 20 t 2 2 3 So'[rOM PLATETO FLOOR JOIST BAND
3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY - NTS ~ 154 240 ' 336 441 JOiBT, ENDJOISTBLOCKING (FXCE-NAILED) (2) 16d1'2 PERFOOT
36 168 264 370 486 16 24 2 2 3 3
RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN 28 2 2 3 4 FLOOR FRAMING I I EXISTING STUD WALL
ACCORDANCEWITHTHEREQUIREMENTBOFTABLE3.4ORTABLE3,4B. t2 98 142 63R 149 175 77R 204 212 93R 265 252 111R 32 2 2 3 4 JOISTTOSILL. TOPPLATEORGIRDER ITOH-NAILED) (4) 8d PER JOIST TO REMAIN
16 1 t5 176 243 3t7 36 2 3 4 4 BRIDGING TO JOIST (TOE-NAILED)
WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUD~ BELOW, 20 t32 204 283 370 (2) 8d EACH END EXISTING STUD WALL
RAFTERSORTRUSBES SHALL BEATTACHEDTOTHEWALLTOPPLATEAND 19,2 24 150 232 323 423 BLOCKINGTO JOIST (TOE-NAILED) (~ 8d EACH END
THEWALLTOPPLATESHALLBEA'TTACHEDTOTHEWALLSTUDWITH 28 167 260 363 476 12 I 2 2 3 BLOCKINGTOSILLORTOPPLATE (TOE-NAILED)(~ 16d EACHBLOCK TO BE REMOVED
LEDGER STRIP TO SEAM ( FACE-NAILED) ( ted ~CH J~31~T
UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. ~ 32 t 84 288 403 529 t E 1 2 2 3 JOIST ON LEDGER TO BEAM ( TOE-NAILED) (3) Bd PER JOIST NEW 2x 4 OR 2x 6
i 36 202 317 444 583 20 2 2 3 4 BANDJOISTTOJOIST (END-NAILED) (3] ted PER JOIST i i
12 t23 177 78R t86 219 97R 255 265 tl7R 331 315 139R 19.2 24 2 2 3 4 BANDJOISTTOSILLORPLATE ITOH-NAILED) (2) t6d ' PERFOOT STUD WALL @ 16 C.C.
18 144 220 304 399 28 2 3 3 4
20 165 255 354 462 32 2 3 4 5 ROOF SHEATHING ~ JOISTS
24 24 187 290 40~ 528 38 2 3 4 ~ @ ~S" O.C~ JOISTS ABOVE
20 209 325 454 595 STRUCTURAL PANELS-119 MPH (ASPERTABLE3.1~ 8(I 8'EDGES/12"FIELD 4"O.C.@EDGES&FIELDATGABLEENDWALLRAKE
: 32 230 360 504 66t
30 252 398 554 728 12 2 2 3 3 STRUCTURAL PANEL,~ 120 MPH (AB PER TABLE ~.101 8d 8' EDGES / 6" FIELD 4" C.C. @ EDGES & FIELD AT GABLE ENDWALL RAKE
16 2 2 3 4, SECTION / DETAIL
u CON.EOTOR UFL,F LO . 20 E B B I CEILING SHEATHING
L CONNECTORL&TERALLOAD. (PERPENDICULARTOTHEWALL) 24 24 2 3 4 BI GYPSUM WALLBOARD I 115/8'DRYWALLSCREWS I ~EDGE/10"FIELD I TYPEWORSSCREWB/MiN.~/8"PENETRATION
S CONNECTORBHEARLOAD. ( PARALLEL TO THE WALL) 28 2 3 4 B BUILDING SECTION
NOTE: R IJW FOR WIND PERPENDICULAR TO THE RIDGE AND L~N FOR WIND PARALLEL TO THE IRIDGE, WHERE W 32 2 i 3 5 E WALL SHEATHING
~ ~ ~ ~ ~ REFERi.t/4. x20GAGEBTRAPWiTHTO TABLE 3.4S AND USE IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH, 36 3 4 E 8 STRUCTURAL PANELSjEd I ~ EDGES / 1.2~'
I
GYPSUMWALLBOARD I 1 5/8" DRYWALL SCREWS I ~EDGE/t0 FIELD I TYPEWORSSCREWS/MIN. 5/8" PENETRATION ~ WINDOW
· -. ~ ~ (4) 8dCOMMONNAILSOR I TABULATEDUPLIFTANDLATERALLOADSSHALLBEPERMITTEDTOSEMULTIPLIEDBYB.75AND 0,92RESPECTIVELY, I PERSCRIPTIVEUMITSAREBASEDONAS~UMPTIONSINTABLE3,4
·~0d BOX NAILS IN EACH END FOR FRAMING NOT LOCATED WITHIN B FEET OF BUILDING CORNERS, 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE S. FLOOR SHEATHING
"~ ; OFTHEETRAP. 2 TABULATEDFRAMINGLOADSABSUME ABUILDiNGLOCATEDINEXpOBURES. 3 TABULATEDUPLIFTCDNNECTJON REQUlREMENTSASSUMEA ROOFANDCEILINGABSEMBLYDEADLOAD STRUCTUNALPANELS I'ORLESS ' '
~ , ,. ~ ,, ~ TABULATEDUPLIFTLOADSAREBPECIF[EDFORROOF-T(%WALLCONNECTIONS. WHEN CALCULAT[NG UPLIFT LOADS FOR NOTCONNECTEDTOTHEROOFASSEMBLY, THETABULATEDNUMBEROFNAILSSHALLBEINCREASEDS¥ I
ELEMENTS
ABOVE
, ~ ,, WALL-TO-WALL OR WALL-T(~FOUNDATION CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE 1 NAIL AT EACH END OF THE STRAp.
, REDUCED BY 80 PLF ( 0.80 x 00 PLF~ FOR EACH FULL WALL ABOVE. 4 MINIMUM, ABTM A853 GRADE 33 STEEL STRAP.
~./ -- GIRDER/HEADERABOVE
· POST DOWN
' INTERCONNECTED COMBINATION
",', LIMITATIONS TO CONNECTION REQUIREMENT.S; ~¢~ SD
' . : THE~~N~E~T~~NSu~TED~~TH~~TABLEARE~UFF~~~E~TF~R~~MPL~AN~E~~THTHE~RE~~R~PT~vEDES~GN DETECTORS AS PER R3t3 OF RCONYB
METHOD OF THE ANSI / AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001, PROVIDING ~I~E FOLLOWING
' ~ ' ' CONDITIONS ARE MET:
- ~I'' TABLE 3.2CcoNTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
; ' SILL OR BOl-rOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) MAINTAINING JOB SITE SAFETY DURING THIS PHASE
OF WORK & SHALL COMPLY WITH ALL APPLICABLE
. ~ RESISTING UPLIFT LOADS FROM WIND- EXPOSURE B t. STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM B.SECOND GUST WIND FEDERAL, STATE, & LOCAL REGULATIONS INCLUDING
SPEED ZONE OF 120MPN OR LESS.
· ( PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 2. STRUCTURE IS LOCATED IN EXPOSURE CATEGORY B. BUT NOT LIMITED TO BUILDING CODES, OSHA
3. MAXIMUM STRUCTURE HErGRT = 33'-0". ( MEAN GRADE LEVEL TO MEAN ROOF LEVEL) , REGULATIONS. LIFE SAFETY CODES, & HAZARDOUS
"~ 8' END ZONES INITERIOR ZONES : 4. MAXIMUM FLOOR JOIST 8PAN = 26'-0". MATERIAL REMOVAL & DISPOSAL,
3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ~ NTS FASTEET-MtLEW~NDSPEED FASTEST-MILS WIND SPEED 5. MAXIMUMWALLHEIGHT=iO'-O" (LOAD BEARING WAJLL)
WALL STUD TO WALL STUD UPLIFT CONNECTIONS SHALL SE IN ( MPI'~ ( MPF~ = 20'-0 ( NON-LOAD BEARIN~ WALL) THE CONTRACTOR SHALL IN DEMNIFY & HOLD
6. MAXIMUM ROOF RAFTER SPAN = 24'-0". HARMLESS THE OWNER, THE ARCHITECT, AND
ACCORDANCEWITHTHEREQUIREMENTSOFTABLE~.4ORTABLE 30 I t00 I ~ I t20 90 I t~0 I ~ I t20 7. MAXIMUMFLOORJOISTSPACING, WALLSTUDSPAC,ING, ROOF RAFTER SPACING = IB"O,C. THEIRAGENTS&EMPLOYEESFROMANDAGAINST
8. ROOF SLOPE TO BE BETWBEN 4/t2 AND 12/12 INCLUSIVE. ALL CLAIMS, DAMAGES~ LOBSES AND EXPENSES
3.40. WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, SO1TOM PLATE TO FOUNDATION FOUNDATION MAX[MUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 9. ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOFTO FOUNDATION. ARISING OUT OF OR RESULTING FROM ANY OF THE
THESTUDSBHALLBEATTACHEDTOACOMMONMEMBERINTHE ~NCHORSOLTCONNECTIONRESISTING SUPPORTING SPACING (IN~ SPACING (IN~ 1B. MAXIMUMSU~LDINGD)MENSIONINANYDIRECTION=BO'..{7'
FLOOR ASSEMBLY WITH TH E UPLIFT CONNECTIONS IN ACCORDANCE
THE CONTRACTOR SHALL VERIFY ALL FIELD
ADDITIONAL NOTES: CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
CONDITIONS NOT ASSUMED HE SHALL TAKE AND SE
t. ALL NAILING &FABTENING tN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE WITH THE LATEST RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
EDITION OF THE RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK & WOOD FRAME CONSTRUCTION
MANUAL (WFCM) 2001 HIGH WIND EDITION. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
AGENCY FOR ANY"ERRORS & OMISSIONS" ON
2. COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2x6 MINIMUM AND SHALL BE THESE DOCUMENTS.
LOCATED WITHIN THE TOP 113 OF THE A~rlC SPACE, t li4" RrDGE TENSION STRAPS MAY BE USED IN LIEU OF
COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP AS FOR COLLAR TIE. THE CONTRACTOR IS SOLEY REBPONSIBLE FOR
~ ~ NOTE: NOTE: 3. ALL STRAPB TO RESIST UPLIFT TO BE MINIMUM 1 1/4" x 20 GAGE ABTM "METHODS & MEANS" OF CONSTRUCTION· THE
.~ REFER TO TABLE 3.40 AND USE REFER TO TABLE 3.40 AND USB I A653-33 GRADE STRAPS. ~TRAPS IN CONTACT WiTH CONCRETE OR MASONRY BHALL BE HOT-DIPPED GALVANIZED ARCHITECT IS NOT RESPONSIBLE FOR FIELD
t -tl4" x 20 GAGE BTRAP WITH t -t/4" x 20 GAGE STRAP WITH I AFTER FABRICATION OR MANUFACTURED FROM 9185 OR Z4E0 GALVANIZED STEEL, SUPERVISION.
~ ~ ~ (4) 8d COMMON NAILS OR (4} 8d COMMON NAILS OR
, t0d BOX NAILS IN EACH END
,' OF THE STRAP. t Od BOX NAILS IN EACH END 4. CONNECT STUDS TO FOUNDATION WiTH ~ ~/4" STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR
,, ~ OF THE STRAP. LAPPED UNDER BO'I'rOM PLATE.
,, ALL NAILING & FASTENING FOR THIS PROJECT
:: .~ ~ - SHALL BE IN ACCORDANCE WITH 2001 EDITION ':5"3Xo~y~o29743~5~'~-~*~.,,34_~//~2~ /
' , OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM)
' NOTE:
,, a~ PROPOSED STABLE FOR THE:
., THIS AREA IS IN A 110 MPHI WIND ZONE
· '- I" I MINED RESIDENCE
~ ' 2465 GABRIELLA COURT
· MATTITIUCK, NY 11952
3.2.2.3 WALL ASSEMBLY TO FOUNDATION- NTS 3.2· 1.7 WALL ASSEMBLY OR SILL PLATE TO FOUNDATION- NTS ISSUED FOR: BUILDING PERMIT
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL pLATES OR WALL BoTroM PLATES SHALL BE ANCHORED TO THE FOUNDATION
SILL PLATE, OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS SYSTEM TO RESIST LATERAL AND SHEAR LOADS FROM WIND IN ACCORDANCE WITH
OF TABLE 3.2. PERSCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION, SILL THE REQUIREMENTS OF TABLE 3.2. PRESCEIPTIVE SOLUTIONS ARE PROVIDED FOR TABLE4AWFCM01:BASICDESIGNVALUESFORVISUALLYGRADEDLUMBER CONNECTION DETAILS
pLATE, OR BOTTOM PLATE ARE PROVIDED IN TABLE 3,40 SILL PLATE TO FOUNDATION IN TABLE 3.2A, AND FOR Bo'rFOM PLATE TO FOUNDATION
GRADE 33 STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE FOUNDATION SYSTEM TO RESIST SHEAR LOADS FROM SEISMIC IN ACCORDANCE WITH C0~ OEAEE SIZ~ pARAUmT PA~[J~ P~.P~IOJI~E PARALLEl ]E.A~C]3~ ~.LI~E $
CONCRETE FOUNDATIONS AND SI.AI~ON-GRADE, 15 INCHES IN MASONRY OR BOTTOM PLATE TO FOUNDATION IN TABLE 3,3A. A MINIMUM OF ONE ANCHOR BOLT DOT~0'F]~ #2 2"+ WCU~ #2 WiNDEMERE COURT; P.O. BOX 169
BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE So'froM PLATE, 3-INCH SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF PLATE. ANCHOR BOLTS 87~ 57~ ~5 #25 1300 l,#00,000 W'~A SPEONK, NEW YORK 11972
SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS AND ANCHOR SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND
BOLT SPACINGS SHALL NOT EXCEED THE REQUIREMENTS SPECIFIED SLABS-ON-GRADEOR7 INCHES IN MASONRY BLOCK FOUNDATiONS WHEN RESISTING i TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5"X5"ANDLARGEE) PHONE:631-874-2925 FAX:631-874-7377
IN TABLE 3.2C, STEELSTRAPSEMBEDDEDINORINCONTACTWlTH LATERAL AND SHEAR LOADB ONLY (SEEFIGURES3.2a-¢) ANCHOR BOLTS SHALL BE I ; ~ KERI~KERIKAZEL.COM
GALVANIZEDAFTERFABRICATION, ORMANUFACTUREREDFROMG185OR ORTABLE3.3A, BUTNOTEXCEEDtNG6FEETONCENTER. SILL PLATES OR BOTrOM PLATESICOM.O~E (]~) T09~L~(Ft) T09]~U~(Fv)' T0(~(~) TOGgAI~(F~) ^BEND'/ DATE:OCTOBER15,2012
Z450 GALVANIZED STEEL. SHALL HAVE FULL BEARING ON THE FOUNDATION SYSTEM, (~)
~OST$ &
DOUG-F~ #2 TI~'~E~S 750 475 B5 ; 625 7~ 1,300,0~ W~ DATE: FEBRUARY 27, 2012
PROJECT NO.
DEAD LOAD ASSUMPTIONS: ROOF / CEILING ASSEMBLY DL= 15 PSF
THREE BECOND GUST
WIND SPEED (MPF~ 90 t00 ~ t20
SPACING (IN~ (Fr'} REQUIREDCAPAClTYOFCONNECTION (LBS)~
12 82 89 39R 93 t09 48R 127 132 58R I 165 157 70R
16 72 110 152 t98
20 83 127 t77 231
t2 24 93 t45 202 284
28 t04 t63 227 297
32 t~5 180 252 331
38 t26 198 277 364
t2 82 1~8 52R t24 t46 84R ' 170 t76 7ER I 220 210 S3R
t§ 96 147 203 284
20 110 170 236 308
16 24 125 t93 269 352
28 139 217 303 397
DEAD LOAD ASSUMPTIONS: ROOF / CEILING ASSEMBLY DL= 15 PSF
THREE SECOND GUST
NEBFBEO MP EBr r ®I t20
FRAMINO SPACING ROOF SPAN NUMER OF 8d COMMON NAILS OR t0d BOX WAILS
( INJ ( ST.) IN EACH END OF 1-114" x 20 GAGE STRAPl'2j~
20 1 2 2 2
28 1 2 2 3
32 I 2 3 3
36 2 2 3 3
12 t 2 2 B
16 1 2 2 3
20 t 2 2 3
8' END ZONES INITERIOR ZONES
FASTEST-MILE W~ND SPEED FASTEST-MILS WIND SPEED
( MPI'~ ( MPF~
30 I t00 I O I tH0 E0 I t00 I ~ I t20
SO]TOM PLATE TO FOUNDATION FOUNDATION MAX[MUM ANCHOR BOLT MAXIMUM ANCHOR BOLT
~NCHORSOLTCONNECTIONRESISTING SUPPORTING SPACING (IN~ SPACING (IN3
NOTES:
~ ~o~.~.~ ~i~o~,~ov~s~s~-~o~,~o~ ~,~' co~c~mso~w~a~ o~o~onos~mss.m~r~,~o~.~ .o~o~ ~ous ~ss ~o~ s~ ~ ,~o~ ~ ~sr *-.. *~ ~ ~o~ ~4' ~ m~o~s~ ~s~o.sm~o~=~o~owo~a,~s~nuo~o~s~, ~ ~o~ ~ *~m~c, o, ~ ~c~ resumeD..~ ~ ~ s~c~ a~,~o~. ~z ~uo.~o~w~m~m~s~*ws,~u~ro~-]~, ~uo~ TABLE R301.6 ALLOW~LE DEFLECTION OF STRUCTU~L MEMBERS ~ ~ WINDOW
~ C~ ~ O~ ~ s~mwm ~ ~ ~ow ~ ~ ~, ~ ~s ~ ~as, i ~E~OR W~LS ~ P~TITION8 ~180
ACk. CE BY O~ ~ ~ST~ ~ S~ A~CE ~ ~ ~ YO~ STA~ ~ P~ON, B~O, ~ ~OY ~DES. BOm sram. FLOO~ ~ P~S~D CEK~G8 U360
mmo~ o~ ~ ~m s~cmc~o~. ~ ~m.$om S~AC~S ~ ~a ~m Og ~ ~ WO0~ ~L~O ~ ~ A~ masI ~o E~OR W~LS - ~ LO~S ~ ~LE F~S~ UI20 TO, a~O CODES, O~ ~O~A~ONS,
amt~c,~c~o~mmm~m~s ~.~msmom~o~cosro~tus~m~wumm~m~ms~o~m lADLE R30L4 MIN.UNIFORMkY DISTRIBUTED LIVE LOADS (PSB
~cm~vmo~Toco~o~mmwom q?PROVED AS NOTED
~' TABLE R301,2 (1) CLIMATIC & GEOG~PHIC DESIGN CRITERIA uOr,~t BUILDING DEPARTMENT AT
mos.4o~ ~com,. a~ams~ss ~ ~e ~o~ ~[ sinemet. ~ SglS~C S~ TO D~OE ~OM ~R ICE-S~ FLOOD ~ FOLLOWING INSPECTIONS
ORO~ DESIGN DESIGN ~E~A~ 1 FOUNDATION - TWO REQUIRED
36,~ST~ON,~A~ON,~ONOF~C~C~S~SS~L~LY~13OF~ SNOWLO~ SPEED~ CA.GORY ~O ~OSTL~DE~ ~ DECAY ~. ~Q~ ~8 FOR POURED CONCRETE
~ ~ FO~ ~ ~ ~ B~ ]~ STO~S ~ Bg~ k ~P S~Y ~ ~ IOOF SPA~ ~ P~ 20PSF 120 B SE~ M-H SM 11° ~ 3 INSU~TION
SE~ION ~23 OF ~ RCO~S, ~C~S~ SPACES ~ER ST~ S~b ~Y ~ SEC~ON ~14,8 OF ~ R~S. ! 4 FINAL - CONSTRUCTION & ELECTRIC~
~ ~ ~LA~ S~ CO~LY ~ S~ON RI ~1.16 OF ~ ~CO~S.M UST BE COMPL~E FOR C O
o s o, o. co.muc o. o.s. : MINED RESIDENCE
~amo, ass~[~[~A~/4.o~-mIST~. ~.omm~m~mumo~ISUS~ 2465 GABRIEL~ COURT
,~o~o~.o~o~.~,,.~co.~.~o.,~,~,.~c~o.~ OCCUPANCY OR MATTITIUCK, NY 11952
om,~msm, o~s~,o~m~mm*ccom~~so,~o~.~,~o~ TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY G~DED LUMBER
USE UNLAWFUL
s, cms& CO SSION co msm W THOUT CERT 7 CATE ssu o FOR: BUILDING PERMIT
P~LEL P~LEL P~E~I~ P~EE ~S~C~ R~ES
PROPOSED STABLE
WCL~
41. ~ WO~ S~ ~y ~ ~ ~W YO~ STA~ ~ P~ON ~ B~G CODE. ~UG-~ ~2 2"+ 875 575 95 625 1300 1,600,0~ ~A
ELECTRICAL
TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-G~DED TIMBERS (5"X5" AND ~RGE~ INSPECTION REQUI~ED KE~I ~EL ARCHITECT P.C.
SPECKS & B~G ~NS1ON S~ CO~SSION CO~SSION MOD~US OF G~G ~2 WINDEMERE COURT; P,O, BOX 169
P~LEL P~LEL PE~I~ P~LFL ~AS~CI~ R~ES SPEONK, NEW YORK 11972
COM. G~E S~ ~) TO G~ ~0 TO G~ ~) TO G~ ~e) ~ G~ ~c) ~) AG~CY PHONE:631-874-2925 F~:631-874-7377
~STS & 750 475 85 625 700 1,300,000 W~
~UO-~ ~ ~E~ DATE: FEBRUARY 27, 2012
.....
SCALE: 1/4 =1-0
PROJECT NO.
TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
STRUCTDRAL M~MHER i ALLOWABLE DEFLECTION
[AFTERS ItAVING SLOPES GREATER THAN 3:12 WITH U180
NO FINISHED CEILING ATTACHED TO RAFTERS
INTERIOR WALLS AND PARTITIONS }t/180
FLOORS AND PLASTERED CEILINGS L/360
ALL OTHER STRUCTURAL MEMBERS L/240
EXTERIOR WALLS WlTH PLASTER OR STUCCO FINISH H/360
EXTERIOR WALLS - WIND LOADS WITH BRITfLE FINISHES Id240
EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE FINISHES Idl20
TABLE R301.4 MIN,UNIFORMLY DISTRIBUTED LIVE LOADS
.VSE LiVE LOAD
EXTEPdOR BALCONIES 60
DEL'KS 40
PASSENGER VEHICLE GARAGES 50
ATTICS WITHOUT STORAGE 10
ATTICS WITH STORAGE 20
ROOMS OTtiER THAN SLEEPING ROOMS 40
8LEF2INO ROOMS 30
STALKS 40
GUABDRAILS AND HANDRAILS 200
TABLE R301,2 (1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD FLOOD
DESIGN DESIGN UNDEKLAYMENT
SNOW LOAD SPEED (MPIt)CATEGORY WRATItFRING i~OST LINE DEPTH TERMITE DECAY TEMP. REQUIREIv~NT HAZARDS
20PSF 120 B SEVERE 36" M-H SM 11° YES X
TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER
TENSION SItFAR COMPRESSION COMPRESSION MODULUS OF GRAD}NG
SPECIES& BENDING PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES
COM. GRADE SIZE (Fb) TO ORKIN (Ft)TO GRAIN (Fy) TO GRAIN (Fc) TO GRAIN (Fc) (E) AGENCY
WCLIB
DOUG-HR #2 2"+ 875 575 95 625 1300 1,600,000 WWPA
TABLE 4D WFGM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5"X5" AND LARGER)
TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING
SPECIES& BENDING PARALLEL PARALLEL PE~ENDICULAR PARALLEL ELASTICITY RULES
COM. GRADE SIZE (Fb) TO GRAIN (FO TO GRAIN (1~) TO GRAIN (Fc) TO GRABq' (Fo) (E) AGENCY
K)STS & 750 475 85 625 700 1,300,000 WCLIE
DOUG-HR g2 TIMBERS
NOTES:
STABLE AREA: 432 SQ. FT.
36'-0"
3~" ,, 5'-8~" 6'-0" 6'-0" 6'-0" 6'-0" 5'-8,{" , 3Z~. 6" TRIM OVER 2-2x 12 FASCIA BDS
¢O~'~' II ~ 4× 4 P.T. SOFFIT
' ¢,~' 4x 4 POSTS ON 12" DIA, / '-4' I
/~SONOTUBE PIERS (TYP.) ~ ~
I °3. ~, ol. /SEE DETAILTHIS SHEET. , 1. ~ 3,, ~ ~ EARTH
~ ~ ~/./ ~ I POURED CONCRETE
RUBBER MAT FLOORING
~ ~. ~[~ ' ] ] NEW WALL
I I k ~, I I EXISTING STUD WALL
4Dx7o DUTCH 4°x ~- UTCH
STABLE DOORS ST~LE DOOR PROPOSED STABLE _ ~xCLG,FLJSTS.
@ 16" C.C. ~ JOISTS ABOVE
3-3" ~ ~ '-~ 6',.a" 6'-0" 5'-~ 343-"
~ --' ...... ~ PROPOSED STABLE FRONT ELEVATION RIGHT ELEVATION
36'-0"A~ SECTION/DETAIL
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
~ ~ BUILDING SECTION
PROPOSED STABLE FOUNDATION PLAN ~ . W,,DO~
/~TYPiCAL ROOF CONSTRUCTION:
SCALE: 1/4"-1' 0" /~ALT
- - /SHIINGLESTOBESELECTEDBYOWNER. -l_ Z_-Z_-ZZZ~ ABOVE
/ ICE & WEATHER SHILED OVER ENTIRE ROOF
6" TRIM OVER 2x 12 FASCIA SDS ~ ~ 1/2" CDX PLYWOOD SHEATHING GIRDER/BEAM ABOVE
36'-0" 2X10 RAFTERS @16" C.C.U.N.O.
~ · POST DOWN
FOR MAINTAINING ,lOB SITE SAFETY DURING
2- 2x 10 CONTINUOUS HEADER
I [] - - -- TYPICAL WALL CONSTRUCTION: ~,~,L A~PLICAB~ F]]DERAL, STATE, & LOCAL
4x 4 POSTS (TYP)---~ ~ 2x 4 PURLINS- 16" C.C. VERTICALLY TO, BTJJ~D]NG COD~S, OSHA ~EGUI~A.T[ONS,
/~ ~ L~m SA~T~ COD~S, & ~,AZ~OUS ~T~,~L
~ ;- STALL #1 STALL #2 STALL #3 .~. ~ou~'~,~ss ~ow~]~cm~c~,
~ .... ~ -- . ~' GRADE ~ AGAINST ALL CLAIMS, DAMAGES,
//-- 2x STALL SEPARATORS / GRADE ~ -- E,~SES At~/SmG OUT OF OR P~SULTING
10 CONTINUOUS HEADER~ " I I ~ i I = ~ I I I I I I I c
I I I I I [ ~' I i i , i i , i I i i , i i ~ 1~ CONTKACTOR SHALL VERIFY ALL FIELD
,' ,, , , PROPOSED PROPOSED STABLE REAR ELEVATION
[ - ---!! ........ - ..... ~' ...... -"~ LEFT ELEVATION o~o~
2- ~'× ~2 CONTINUOUS HEADER
PROPOSED STABLE FLOOR PLAN
SCALE: 1/4"=1'-0"
SIMPSON H2,SA
TYPICAL ROOF CONSTRUCTION: I HURRICANE TIE @ EACH
RAFTER TO HEADER ~ ~
30 YEAR ARCHITECTURAL ASPHALT CONNECTION ~ // (
SHINGLES TO BE SELECTED BY OWNER.
ICE & WEATHER SHILED OVER ENTIRE ROOF 2x 10 ROOF RAFTERS ~ ~/~/
~ ~ 2x 12 FASCIA BDS 2-2x 10 CONT. HEADER.~
-VENTED SOFFIT (TYPICAL) ' '
PROVIDE SIMPSON BC4
1 . ,, x__ 4x 4 P,T. SOFFIT BRAKETS- 6'-0" C.C.
TYpIOAL.OOF OONSTRUCTION;--~ ~T SEE DETAILTHIS SHEET ~~~i~~ CAP ~ EACH4x~ POST~ ~ ~ ~~~~ PROPOSED STABLE FOR THE:
ASPHALT SHINGLES ~ ! -2x 6 BLOCKING AT 4x 4 SOFFIT BRACES
ICE & WEATHERSHIELD ~ 4X4 P.T. POST~ ~ ~ MINEO RESIDENCE
RAFTERS @16" C.C. TI-11 PLY~NOOD SHEATHING ? SIMPSON ABW44Z
~ 4 PURLINS- 16" O.C~ VERTICALLY STANDOFF POSTS BASE 2465 GABRIELLA COURT
~-~ i~ ~~i4;}I~[ iii @ EAOH4x4 POST . MA TTITIUCK, NY 11952
ql - ~ ~_~ STANDOFF POSTS BASE @ OVER COMPACTED EARTH :~" DIAMETER ANCHOR
EACH 4x 4 POST (TYPICAL) GRADE ~11I I / I~1 BOLT EMBEDDED 7" MIN.- ~-~ ~" ,~ :' ,- . ISSUED FOR: BUILDING PERMIT
~ ~ '~ ¢~ ,::'~ ,~, -~ ~ 5 PROPOSED STABLE
- ~ :,;? ~ ~ Ir ~ .... 12"DIAMETER
,, PiER~, ~ 5~ ~F ~ TO 36" BELOW GRADE.
· - 12 DIAMETERSONOTUBE
TO 36" BELOW GRADE. ~-~-~--T~r~ -, KERI KAZEL ARCHITECT P.C.
#2 WINDEMERE COURT; P.O. SOX 169
SPEONK, NEW YORK 11972
PROPOSED STABLE ROOF PLAN Sl: BUILDING SECTION , ANCHORING DETAILS PHONE:631-874-2925FAX:fi31-874.7377KERi@KERiKAZEL.COM
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" NTS
.... A2
SCALE: 1/4 --1-0
PROJECT NO.
36'-0"
~,, ~,.d,, fi,.o,, fi,.o,, ,,.o,, ~,.o,, ~,-d,, ~,,
~',4" .......................................
2- ~ 10 CONTINUOUS H~DER
/
~4x4 POSTS (~-
~ STALL ~1 STALL ~2 STALL ~3
~ 2x STALL SEPA~TORS
2- 2x 10 CONTINUOUS HEADER~
I~
~,,~.d. ,,d~,.o,, ~,-d,, .~,d,, ~.o,, / ~'d'
NOTES:
RIDGE CONNECTION INFORMATION
USE SIMPSON STRONG TIE HGUS 410 TO TRANSFER LOAD TO WALL STABLE AREA: 432 SQ. FT.
TABLE 3.3B USE SIMPSON STRONG TIE EPC-44 AS POST CAP (WHERE APPLICABLE)
~ UPLIFT STRAP CONNECTION REQUIREMENTS [ NAILING SCHEDULE (WFCM)
NOTE: (ROOF-TO-WALL WALL-TO-WALL, AND WALL-TO-FOUNDATION)
~m~OT~,~EB.BHA~SE (PRESCRIPTIVE ALTERNATIVE T0 TABLE 3.3) TABLE 3.3 IJO, NTOESCH,PT,ON I #OFOOM.O. .Lsl .A, LSFAO,NO
FASTEST-MILE WlND SPEED ROOF RAFTER OR TRUSS CONNECTION REQUIREMENTS ROOF FRAMING
'90 I00 ~ 120 *~0 1~0 ~) 130 COLLAR TIE TO RAFTER ¢ FACE-NAILED) . BEE NOTE 2. { 41 10d PER TIE
' (IN.) (IT.) ENDOFM/4"X20OADESTRAP''~ IAFI'~RIJSS ROOFSPAN S L~ S L~ S RIMBOARDTORAFTER lEND-NAILED) 12~ 1ed EACHEND SYMBOL LEGEND
2§ 3 3 4 5 28 275 381 495 620 , TOP OR BO~3'OM PLATE TO STUD I~ 16d - 2"x4"
I Tod - 2"XH" PER STUD POURED CONCRETE
' ~ I 36 3 4 5 7 36 34~ 474 613 710 BOTTOM PLATE TO FLOOR JOIST BAND IF WALL SHTHG.' IS CONT. OVER CONNECTED
13 1~3 191 2~0 2M 235 2~0 341 284 230 427 i 339 280 JOIST, END JOIST BLOCKING (F/iCE-NAILED) ( 2~ t8d PER FOOT MEMBERS USE (t) 1Hd I FT.
_ ,~ 12 2 3 3 4 ~ ~35 325 4~1 3~o r ~ NEW WALL
3.2,2.1 ROOF ASSEMBLY TO WALL ASSEMBLY- NTB ~S 24 3 4 5 6 23 371 50~ 660 826 BRIDGING TO JOIST (TOE-NAILED) (;~ 8d EACH END I I EXISTING STUD WALL
RAFIEAOR~RUSSTOWALLSTUDUPLETCON?fgCflONSSFLALLBE]N 28 3 4 6 ? 32 416 I 370 740 g27 BLOCKING TO JOIST (TOE-NAILED) (~ 8d EACHENC TOREMAIN
I
12 3 4 S S ~s ss? 70 5~0 ]235~ BUILDING SECTION
~]~ = ~. NOTE:EF$1~. TO ?ABLE 33B ANI) USE 24 ~20 44 65 76 § G CONNECTOR UH2rf LOAD, GYPSUM WALLBOARD I t 1/2" DRYWALL SCREWS 7" EDGE/I fi' FIELD I TYPE W OR S SCREWS/MIN. 5/8" PENETRATION ~ [~ WINDOW
FLOOR
S
H
LATH
NG
;; ! ~ 1-1/4" x 20 GAGE STRAP 28 5 S 8 L CONNECTOR LATERAL LOAD, (PERPE~ICLTEAR I'0 ~ WALL)
STRUCTURAL PANELS GREATER THAN 1" I Tod I 8" EDGE/6" FIELD I ZZ£ZZZ£ZZZZZZ ABOVE
:: T [ ,:: 36 6 8 ~ TAsUrATI~ ~ P~QUB~e, ia~S ASSUt~ A EOOF/CSlI~H DE~ LO~ 0~ 10 ?St (28 x 13 PSr).
. ' ;. ~-~. ~ TABULATEDUPLIFTREQ1J1REMENTSASSUMEAROOF/CEILINODEADLOADOFPSF(:,2B xl~ ~It33~qSNOT ROOFTOWALI'IWALLTOWALLIWALLTOSILL I 131 8d (EACHENDOFSTR/BACHRAFTER/STUI[IUSEI 1/4"STRAP, SEE NOTES 3, 4
~ ~ ' ' THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SltALL BE INCREASED BY 1NAIL AT EACIt END ' T.,mE~TgH UHiFr I,O,~m3 Ar~ sr~9 ma ~O0?.TO-WAU. COIG. IEClIONS. Wlm'~ CAMTJAIII'tH U?I.are mACS, TO~ WALL-TO-WALL OR [] POST UP
' ~' ~ OF THE STRAP, FOR EACH 5 PSF INCRFASE IN STRUCIUP, AL ROOF/CE]LING DEAD LOAD, THE TABULATED WALL-TO-EO~A~ON CONNECTIONS, TAaIAATID UPL~T VAL~ES gkIALL BE P~X~ET~D TO BE RE~DCID SY ~6 pLF (2/3 · ]C~ PLF) FOR EACH FULL
~...~. WALI. ASOW. · POST DOWN
~ FOR WALL-TO-WALL ABM WALL-TO-FOUNDATION C0~'9ECTIONS, THE TABULATED NUMBER OF NAILS V]d,~S SH,AU. ~ ?m, grn~ TO HH MULTI?L~$ s¥ 0,30,
','. ~ SHALLBEPER~II'iEDTOBE~DUCEDBY1NAILATEAC~I~OFTHEST~FOREACHFULLWALL ABOVE. LIMITATIONS TO CONNECTION REOUIREMENTS:
.. ' .~ ,~ THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN CON~CTOREI~LBEHOLELYREH?O~HIBLE
',i ' "' ETHOD ANS, / AF FA WOOD FRAME CONST. UCT, ON MANUAL- DS , FBOV,=NG
: TABLE 3.2B COND,TtONS ARE ET:
· SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT ZmU~r~O~S~c~ur,~o,~ur~OTLIm'ml)
' ~ · CONNECTIONS RESISTING UPLIFT L~H,~am~CODEH,&m'~*dmOUSmXm~
1, STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM 3-SECOND OUST WIND FJEMOYAL&D3HPOSALLAWS,
· ...~ (PRESCRIPTIVE ALTERNATIVE TO TABLE 3·2) sPeeD ZONE OF 12OMPH OR LESS
8"
END
ZONES INTERIOR Z0NeS I 3. MAXIMUM ~E HEIGHT = BB'-O". MEAN GRADE LEVEL TO MEAN ROOF LEVEL) THECONTI~CTORSHALL1NDEMNIFY&HOLD
(SL~.OB.~O~) I-3STO~S 4~ 3~ ® 23 31 ~2 ® 33 ^S
NOTE: tram> umm~ so'~oM F~.
~:~ SHALL BE IN ACCORDANCE WITH 2001 EDITION
m~TOT~S~E3Z~a~US~ TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER
; ' pARALLEL PARALLEL PERPENDI~ PARALLEL ELASTICITY RULES
i ~ ""- ~ ~, COM. GRADE Sm (Fb) TO UP, A~ (Ft) TO O~N ~'v) TO OPO2N 0~c) TO O]~UN ~'~) ¢) aC~CY
,~'- " BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) ,, I
"' " , RESISTING LATERAL & SHEAR LOADS FROM WIND ,,/ TABLE4DWFCM01:DEBIGNVALUESFORVISUALLY-GRADEDTIMBERS (5"XS"ANDLARGER)
, ' (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) MINEO RESIDENCE
,, , SPECKS& BEqD~NO TENSION S~EAA COi'~RESSlON ! CON~RESSlON MODULUS OF' GRADING
· " I I I I I I I C0M.om[ ~) ^o~cY 2465 GABRIELLA COURT
: 100 110 120 130 140 150 ,' ~ - - SI2Z PARM.L~f, PARALLEL PERPENDICULAR PABALLEL EI~STIC1TY RULES
'~C TO OP, t~(F0 TO O~(~v) TO OR~q ¢c) TO
~ . ,~ h. . MA'FrlTIUGK, NY 1~952
BOTTOMPLATETOFOUNDATIONANCIfOR FOUNDATIONSUPPORTINO MAXiMUMANCHORBOLTSPACiNGON.)]~,3,4. , * a' ~ a' DOUO.FIRff2 POSTS& 750 475 85 625 700 1,300,000 WClJ~
3.2.2.3 WALL ASSEMBLY TO FOUNDATION' - NTB BOLT COI'B~C~ON RESISTING TIMBFIS
; - ISSUED FOR: BUILDING PERMIT
TO LA SamLOADS / " CO BOLTS PROPOSED STABLE
s~.a)s ~r ACCORm~C£ ~am T~U~ 3.3H. Sm SW.~S Sa~ ~W A 3.2.1.7 WALL AS SF~IBLY OR SILL HATE TO FOUNDATION - NTB
St~S-ON.~OE, U ~CmS m YaSO~¥ n:OC~ mu~^~om O~.EE t. rres cP.~ar, m L:aV~TS Are SASE]:) ON AsstrMP~ONS ~ TABLE 3.2 SYS~M I~ ACCOm~C~ Wrra ~,m ~{~unmm~ O~ T~L~ 3.~'- OE T.~U~3.n. K E
(SEEHOU]{EStlA~,VoEEI, rST~LSTEAHSlAPPmtli~mT}mBm'TOM sHALLN~TEXCEEDTHELEsSER~FTHETABL~LATEDVALUESF~RUPL~FTL~ADS(TABLE3.2C)~RLATERALANDSHEARL~AD~ , O?I/2~'at. AmOFO~ANCSOHEOLTSBALLm?ROVmmWlII~*TO12 ;~e2WINDEMERECOURT; P.O. BOX~69
.... A3
SCALE: ~/4 =~ -0
PROJECT NO,
FASTEST-MILE W1ND SPEED
(MPH)
FRAMING SPACING ROOF SPAN N1JMER OF 8D COMMON NAILS IN EACH
(IN,) (l~.) END OF 1-1/4" X 20 OADE STRA~ ''~
12 2 2 3 3
16 2 2 3 4
20 2 3 3 4
12 24 2 3 4 5
28 3 3 4 5
32 3 4 5 6
36 3 4 $ ?
12 2 3 3 4
16 2 3 4 5
20 3 4 4 5
16 24 3 4 5 6
28 3 4 6 7
32 4 5 6
36 4 5 7
12 2 3 4 5
16 3 4 4 5
20 3 4 5 6
19,2 24 4 5 6 7
28 4 5 7 8
32 4 6 7
36 5 6 8
12 3 4 5 6
16 3 4 5 7
20 4 5 6 8
24 24 4 6 7
28 5 6 8
32 5 7
36 6 8
: TABULATED UPLIFT REQ1J]REMENTS ASSUME A ROOF/CEIL~G DEAD LOAD OF PSF (2/3 x 15
PSF). IF A CE]L~O ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY' IS NOT COgNECTED TO
THE ROOF A~SEMBLY, THE TABULATED NUMBER OF NAILS SPALL BE INCREASED BY 1 NAIL AT EACH END
OF TEE STRAP. FOR EACH 5 PSF INCREASE IN STRUCIUP, AL ROOF/CE]LING DEAD LOAD, THE TABULATED
NqBMBER OF NAILS SEALL BE PEILt~l'r~g TO BE REDUCED BY 1 NAIL,
: FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER OF NAILS
SHALL BE pERMI l'lED TO BE REDUCED BY 1 NAIL AT EACH ENI) OF THE STRAP FOR EACH FULL WALL ABOVE.
FASTEST-MYLE WIND SPEED (IvIPH)
I
WALL FRAMING
TOP PLATE TO TOP PLATE ¢ FACE-NAILED) ( 2~ 16d PER FOOT
TOPPLATEATINTERSECTION CFACE-NAtLED) 14~ 16d JOINTS-EACHSIGI
STUD TO ~TUD ( FACE-NAILEDI ( 2~ t6d 24" C.C.
HEADER TO HEADER ~ FACE-NA,LED) 16d 16" C.C. ALONG ED( ES
TOP OR Bo3-rOM PLATE TO STUD Ii16d ' 2''x4''
Tod - 2"x6" PER STUD
(END-RAILED) 16d - 2"xE"
BOTTOM PLATE TO FLOOR JOIST BAND IF WALL SHTHG.' IS CONT. OVER CONNECTED
JOIST~ENDJOISTBLOCKING (F/iCE-NAILED) 12~ t8d PERFOOT MEMBERSUSE 1t) 1HdlFT.
FLOOR FRAMING
JOIST TO SILL. TOP PLATE OR GIRDER ( TOE-NAILED) { 4) 8d PER JOIST
BRIDGING TO JOIST I TOE-NAILED) 1 2~ 8d EACH END
BLOCKING TO JOIST ITOE-NAILED) (~ 8d EACH ENC
8" END ZONES INTERIOR ZONES
BOTTOM pLATE TO FOUNDATION ANCHOR FOUNDATION SUPPORTING i~ ANCHOR BOLT SPACING (IN.) lC,l,4
BOLT CONNECTION RESISTING
1/~" ANCHOR BOLTS
1-3 STORIES 30"
LATERAL AND SHEAR LOADS
5/~" A~COR BOLTS
1-3 STORIES 45"
1. PRESCRIPTIVE LIIVETS ARE BASED ON ASSUMPTIONS IN TABLE 3.2
2, WHEN ANCHOR BOLTS ~ USED TO RESIST UPLIFT, LATERAL, AND SHEA~ LOADS ~ ~ ANCHOR BOLT SPACING
SItALL NOT EXCEED THE LESSER OF THE TABLr~ATED VALUES FOR U~LI~T LOADS (TABLE 3.2C) OR LATERAL AND SR~AR LOADS
(TABLE 3,2B) FOR OTHer ANCEOR BOLT LIiVETATIONS SEE SECTIONS 3.2.1,7 AND 3.2.2.3
3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUIVIE WALLS ARE SHEATHED IN ACCORDANCE
W1TH SECTION 3,4,4.2, FOR OTHER WALL SHEATH]i~O TYPES, THE TABULATED ANCHOR BOLT SPACING SHALL BE MULTIPLIED
BY TH~ APPROpRTATE SHEATH]NO TYPE ADJUSTIVIENT FACTOR IN TABLE 3,17D BUT IN NO CASE SHALL ANCHOR BOLT SPACING
EXCEED SIX FEET ON CENTER,
4. FOR TIPPEE SECOND OUST V~ SPEEDS GREATER TI~ 110 MPH, WITH A TABULATED LATER VALT~ FROM TABLE 3,5
GREATER THAN 262 PLE, LATERAL CONNECTIONS SHALL BE DETERMINED USING TH~ LOADS FROM TABLE 3.5