HomeMy WebLinkAbout37160-Z r Town of Southold Annex 1/30/2013
Q" P.O.Box 1179
x
54375 Main Road
co
oy �-11�r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36125 Date: 1/30/2013
THIS CERTIFIES that the building ACCESSORY ALTERATION
Location of Property: 2465 Gabriella Ct, Mattituck,
SCTM#: 473889 Sec/Block/Lot: 108.4-7.50
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/13/2012 pursuant to which Building Permit No. 37160 dated 4/24/2012
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:
accessory 12'X 36'horse barn as applied for.
The certificate is issued to Mineo,Maria
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
t o ' d Sig&ture
TOWN OF SOUTHOLD
��Q�SUFFoc,r��Gy
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . 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 4/13/2012 and approved by the Building Inspector.
To expire on 10/24/2013.
Fees:
ALTERATION OF ACCESSORY BUILDINGS $272.80
CO -ACCESSORY BUILDING $50.00
Total: $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:
l. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing b::i;!d:ngs to April 9, 1957) non-conforming uses,or buildings and "pre-existing" :and uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00,
. Swimming pool $50.00, Accessory building $50.00, Additions to accessory building$50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occup ncy - Residential $15.00, Commercial$15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 9 465- 632 /�
/EL I�
k. /"6 4_1TI TUdA1_-1
House No.
Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section /(j?f Block Lot -7• 5
Subdivision Filed Map. Lot:
Permit No. S%6 Date of Permit. Ef �/Z, Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ( (check one)
Fee Subiaiitted: $ 5®
Applicant Signature
l�courm
TOWN OF SOUTHOLD BUILDING DEPT..
765-1802
1 NSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY. , [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUG [ ] ELECTRICAL (FINAL)
REMARKS:
� s
r
� 1
DATE —INSPECTOR el 7
l! (p Of SOpr�o - —
.�0 �p
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
�MSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ,ELECTRICAL (ROUGH) [ ] ELEECTRICAL.(FINAL)
REMARKS:- IF �IA�� `7
DATE ` '�� INSPECTOR
eOUNi`I
TOWN OF SOUTHOLD BUILDING. DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY. [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (RO [ ] ELECTRICAL-(FI AL)
REMARKS: z2-
DATE INSPECTOR
37 l 6 OF SOUr�o�
cOUNi'1,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOU ATION 1 ST [ ] ROUGH PLBG.
[ IF UNDATION 2ND [ ] INSULATION
[ FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
l O��OF SOpT�� -- --
• �o
co ,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH P G.,
[ ] FO ATION 2ND [ N
[- MING/STRAPPING
[ . ] FI Y [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
D Il!IM N PXPM DATA CCD'IV Ts.
•
POUNP;PITTON(1ST).
.lM..M.+s.tir.R.w.rr.w.+..�.r�r,� .` ..
POTMATiON(2M) �r
ROUGH IMADMG•& a y
PLUMING
INS�7L•ATION PVA N.'Y. y.
STATE EI+FERGY CODE. A
. •FIl�iAL : , •
ADDITf6 S.ODZ+ NTS .
o
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined Storm-Water Assessment Form
Contact:
Approved d1420� Mail to:
Disapproved a/c
Phone: Dig-
Expiration
D [ CE W
it g Inspector
APAPPIO� I R BUILDING PERMIT
i
BLDG.DEPT, Date , 20
TOWN OF SOUTHOLD UCTIONS
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
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months.Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
s CT_ii1 g
(� (Mailing address of applicant) p-7
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises �� 1/-{-Jz 0
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Lo tion of land on which proposed work will be done:
L j/ ✓�
� C�bgvf «C� Ci
House Number Street Hamlet
County Tax Map No. 1000 Section 0 Block r~/ Lot 7' S�
Subdivision ..Filed Map No. Lot
2. State existing use and occupancy of premises a#id intended use and occupancy of proposed construction:
a. Existing use and occupancy Re-51 d e Y1 C t
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work H pr5e_ 5 j�
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
Dimensions of entire new construction: Front 3 6 '. ""Rear; 36 Depth /,2
Height 11 Number of Stories
(9) Size of lot: Front Rear 5 3 y• Depth 71 • 6
10. Date of Purchase D 0 1 Naive of Former Owner
11. Zone or use district in which premises are situated PSI ten-6 c AT ✓ 1 C �/T��/%��
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 1"
13. Will lot be re-graded? YES NO �O Will excess fill be removed from premises? YES NO �'P
Y65- 6,,vh&/E11q C7-
14. Names of Owner of premises IM 4n 0 T Mineu Address 10 g cl< N Phone No. 6 —)- ?9,S$yg Ls—
Name of Architect Vim r I K tizr?1 Address PO /d 9 5/-9eo<9 IC Phone No ?7 y- a y�
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO 'l
* 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.
18. Are there any covenants and restrictions with respect to this property? * YES to NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS.
COUNTY OF
d—g G74 / Z12 e-0 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the Uj r)P_r
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 20Z,�A,
PATRICIA RICHERT
blic State of Ne
Notary Public No.30-474 1154 Signature of A plicant
Qualified in Nassau/ u o �-e
Commission Expires
•
Ll TOWN OF SOUTHOLD PROPERTY RECORD CARD
..........
OWNER STREET VILLAGE DIST. SUB. LOT
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ACR. REMARKS -F( let 99
TYPE OF BLD.
WV-&7L7Z_t'nj' PROP. CLASS
. . LAND IMP. TOTALS DATE
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TOTAL
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or ibis instrunict'L
(seal Property Tax Service Agency Verification .6 TMC Company Information
Dist. section Block Lot
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/ Title Nunibcr
8 FFIF PAID BY:
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9 Suffolk County Recording & Endorsement Page
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SUFFOLK('OUNFY.NEW YORK.
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In the VILLAOF
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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".
WITNESSETH :
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 "ELIjAH'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
r
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 the 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 Planning 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 solid
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.
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.
y. 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
OVERALL 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 92.32Jeet
to a point;
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:
1. North 38 degrees 30 minutes 50 seconds West, 197.78 feet to a point;
2. North 36 degrees 32 minutes 50 seconds West, 162.95 feet to a point;
3. North 37 degrees 36 minutes 50 seconds West, 297.63 feet to a point;
4. North 37 degrees 92 minutes 50 seconds West, 566.37 feet to a point;
5. North 38 degrees 31 minutes 50 seconds West, 643.60 feet to a point;
6. North 34 degrees 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.
s n '
F � '
11781 'H 9'72
Covenants and Restrictions on the date as above written.
l
B-iovodantona 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 Pubic`
F-::Y kF'50V
Hotw y pudic,E ;!' IY
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Record & Return to:
Buovodantona Aliperti
81 Hallock Lane
Rocky Point, New York 11778
CAWPDOCS%SUBDI V\ELI JA.FMEVC&R 1.DOC
June 15,1996
—7—
E L I J A H S L A N E
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SUFFOLK COUNTY TAX MAP DIST:1000 SECT:108 BLK:04 LOT:7.5
TOTAL PLOT AREA:
PROPOSED FIRST FLOOR AREA: MAP NO:9913 DATE: Wallace T.Bryan -- R`r—
PROPOSED SECOND FLOOR AREA: LOT(S)4 BLOCK `� `V`w
PROPOSED BASEMENT AREA: Licensed Land Surveyor ! Yu
PROPOSED GARAGE AREA: MAINTAINING THE RECORDS OF GE. T, G"
MAP OF ELIJAH'S LANE ESTATES SECTION 3 V�' RL. Q� t
BURTON, BEHRENDT & SMITH
ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. "
LOCATION:MATTITUCK
TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK 559MiddleRoad >
Baypor4 New York 11705
�sLavcr vas rarrwm w ac¢m�wax vnx Tr¢casTlw mrc 6 rx�ana rm Lum awvLTws aamTca ar Tr2 rev Teas naic REV. ENVELOPE: 8/27/99
SURVEYED:
ur s vraQss:muL L,em survsTmz RVEYED: MARCH 21,1 9 8 7
anamw T¢ors swvLT_rs-a vrmnTmr or smrw nw Q Te rcv Taa TD K mwwTlur uv.�1a a Tws ncvLr REV. 1/17/00
rva rAT az,alxcixc Lwm s,nvarmrs lrxca unL w omasan xx swu MT u mrrsrs¢xca r¢ac a vKro TxL4�T.ru orrinu w REV. 2/17/00 (631)472-1770 �'�/un� Q500A3���,
na�SiaTL. axT OTT NNTI,T¢,M IN V6LaG[ix[ISIx,pNv,®V1TX L'ra➢ieU¢Ni Q L�VS,�NN�ta d PEPIaiIRG'ixKl
r m,avrswc;wr vLdu w acurlunmrs TN4T,uc yr sT.�wca Lcnmurloxs umn:�Tsn xcaLmi swLL xax¢'ar m Trc rzasox CERTIFIED TO: JOE & MARIA MINEO FINAL SURVEY 5/8/01 s^e
ru�.m m�i�ia u21LM[S 611E LEx01xa rNSTlTafmrL ttxiina mii�i roi is e�c m wa1 TTma"wa 1T"�unm"�is'��suess swan1Cov'�i¢°'as. ADD PROP. BARN 9/29/1 1 Fax 472-1771 �AIV V
SCALE:1"=1 00' FILE NO:87-359-4
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PROPERTY ZONED: SUFFOLK COUNTY TAX MAP DIST:1000 SECT:108 BLK:04 LOT:7.5
TOTAL PLOT AREA: ]] �y
PROPOSED FIRST FLOOR AREA: MAP NO:9913 DATE: Wallace T Bryan —
PROPOSED SECOND FLOOR AREA:
PROPOSED BASEMENT AREA: LOT(S)4 BLOCK Licensed Land Surveyor l 0� NE 5F `\
PROPOSED GARAGE AREA: MAINTAINING THE RECORDS OF ��/ 'E I -,
MAP OF ELIJAH'S LANE ESTATES SECTION 3 P' .� � Q -k.
ELEVATIONS SHOWN HEREON REFER TO N.G.V.D.. BURTON, BEHRENDT & SMITH co
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LOCATION:MATTITUCK !.
559 Middle Road. `
TOWN OF SOUTHOLD,SUFFOLK COUNTY,NEW YORK I}
THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD,IF ANY,NUT SHOWN ARE NOT GUARANTEED. Bayport, New York 11705
THIS SURVEY VAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YURK STATE SURVEYED• MARCH 21 1 9 8 7 REV. ENVELOPE: 8/27/99 ;;
ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Y REV. 1/05/00
ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY Q,^O�(�j
MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL DR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.NO OFFICIAL OF REV. 2/1 7/00 (631)472-1770 �/
THIS STATE,OR OF ANY CITY,COUNTY,TOWN OR VILLAGE THEREIN,CHARGED WITH THE ENFORCEMENT OF LAWS,ORDINANCES OR REGULATIONS SHALL CERTIFIED TO: JOE & MARIA MINEO FINAL SURVEY 5/8/01
ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED.CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON
FOR WHOM THE SURVEY 1S PREPARED,AND ON HIS BEHALF 70 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON ADD PROP. BARN 9/29/1 1 Fax 472-1771 LAND
AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
SCALE: 1 "= 100' FILE NO:87-359-4
GENERAL NOTES: SITE WORK: FINISHES: NOTES:
CARPENTRY AND LUMBER
1.CONTRACTORS SHALL VERIFY ALL JOB AND FIELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC...ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 1.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2001 HIGH WIND EDITION OF THE WOOD FRAME D RAW I N G LIST
TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK.REPORT,HIN WRITING,TO THE ARCHITECT AND PRIOR TO INSTALLATION, CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS, LUMBER IS BE FURNISHED AND INSTALLED COMPLETE STABLE AREA: 432 S Q. FT.
ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED.RETAINED TREES WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ECT.,REQUIRED TO COMPLETE THE JOB.ALL SHEET# CONTENTS
EXECUTION AND COMPLETION OF THE WORK. SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH V OF TREE DIAMETER, 2.DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHALL BE TAPED STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.
SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITIIIN BARRIER WILL BE PROHIBITED.THERE AND SPACKLED(3 COATS)READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN A-1 COVER SHEET
2.ALL CONSTRUCTION SHALL COMPLY FULLY WL fH THE APPLICABLE PROVISIONS OF THE RCONYS,OSHA,AND THE SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. SPACKLED SMOOTH, ACCORDANCE WITH THE 1995 HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL.WHERE FASTENERS ARE
LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. NOT SPECIFICALLY INDICTATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL A-2 STABLE P LAN S
3.EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS.ENCOUNTERED SOIIL TO BE UNDISTURBES,VIRGIN 3.COVERALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD. BATHROOM WALLS(TO BE PAINTED OR,WALL PAPERED) COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS.
3.ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF'THEY WERE CALLED FOR,OR SHOWN,ON THE SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT, AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL A-3 CONNECTION DETAILS
DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE HAVE WONDER BOARD INSTALLED. I ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE
MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREIvIIENTS OR BECAUSE THEY ARE NOT 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON �( ]
SPECIFICALLY REQUIRED BY THE CODE. WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. 4.PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. ACCOMPANYING STRUCTURAL CALCULATIONS, ALL HEADERS SHALL BE HEM-FIR,FB--850 PSI UNLESS OTHERWISE SHOWN ON I `
'
4.DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED),IN WRITING,TO THE ARCHITECT FOR 5. CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. DETAILS.
CLARIFICATION. PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE PLUMBING: 3.ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE
WATERPROOFING.ADEQUATELY BRACE WALLS PRIOR TO BACKFILL. REQUIREMENT'S OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE
5.GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF(CONSTRUCTION THE WORK OF ALL TRADES. 1.PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC...FOIR COMPLETE M
ALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. 6.REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON INSTALLATION. ARK OF THE AMERICAN PLYWOOD ASSOCIATION.ALL ROOF PLYWOOD TO BE 518"THICK AND SYMBOL L E G E N D
APPROPRIATE GRADE TRADEMARK
WALL PLYWOOD TO BE 1M"THICK
GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL,
6.CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SIHORING,ETC-.(TEMPORARY AND/OR 2.INSTALL OWNER-SELECTED PLUMBING FD JRES AND FITTING PER DRAWING INSTRUCTION. 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED T 0 THE ELEMENTS MUST BE
PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. CONCRETE WORK PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS CI AND C2 -� (-� EARTH
3.INSULATE ALL WATER PIPING. ���_���_���
7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION[TO BE VENTED AS PER SECTION M1506 OF THE 1. ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE W.3500 PSI CONC,FOR EXTERIOR STAIRS(CELLAR ENTRANCE) FOR WATER-BOURNE PRESERVATIVE TREATMENT.
RCONYS:PROVIDE A SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY'OF 50 CFM INTERMITTENT OR 20 CFM AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSL CONCRETE SLABS ON GRADE 4.ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS.
CONTINUOUS. TO BE REINFORCED WITH W.W.F.66-1010. POURED CONCRETE
5.PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC...TO PROVIDE COMPLETE INSTALLATION. 5.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL
8.REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615-60. REINFORCEMENT CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE
AND SPECIFICATIONS MESH SHALL CONFORM TO ASTM A185 AND A82, 6. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND IWFTH THE SUBMITTED FOR REVIEW. EXISTING STUD WALL
9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, 6.PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF TO REMAIN
ALIGNMENT,ETC..MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED LATEST ACI BUILDING CODE,ACI 318 AND ACI 315. HEATING AND COOLING: BRIDGING AFTER SUBFLOOR HAS BEEN NAILED.
IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLEI7?JOB IN ALL RRESPFLCTS. EXISTING STUD WALL
4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. ]. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR 7.ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. C TO B E REMOVED
10• PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES A1S PER SECTION R408.3 OF THE RCONYS. WHERE
MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION M1305.1.4 OF THE RCONYS. 5.ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. " NEW 2x 4 O R 2x 6
8,ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2 THICK GYPSUM WALL BOARD.
VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS:THE MINIMUM NET AREA OF VENTILATION 36"BELOW FINISHED GRADE. " "
5/8 THICK FIRECODE GYPSUM WALLBOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8 THICK MMOISTURE I-�
OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDERFLOOR•SPACE AREA. ONE SUCH VENTILATING OPENING 3. COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTAT'S. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED STUD WALL @ 16" O.C.
SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS.
4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. 2x JOISTS
11.PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS:ATTIC ACCCESS OPENINGS SHALL NOT BE LESS THAN MASONRY; " " 7 JOISTS ABOVE
9.ALL F BE 16 O.C.WITH WALLS
PLYWOOD COVERED WITH TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS @ 16 o.c.
22"X 30"AND SHALL BE LOCATED IN A HALLWAY'OR OTHER READILY ACCESiSIBLE LOCATION.A 30"MINIMUMM ELECTRICAL: C°
UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ SOIME POINT ABOVE THE ACCESS OPENING. 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM G90 AND SHALL BE HOLLOW, IS#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING
1.WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCEISS AS PER SECTION M1305.1.3 OF THE RCONYS. LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33 OF THE RCONYS AND WITH THE NYS ENERGY CODE. WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. STRUCTURAL MEMBER ALLOWABLE 5
1000 PSL MORTAR SHALL CONFORM TOTE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE REGULATIONS 1D30.1 AND 1030.2 AND WITH THE NEW YORK STATE ENERGY CODE. DEFLECTION AS SECTION / D ETAI L
10.WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED
12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER 10F LIENS,SIGNED BY ALL SUBCONTRACTORS TYPE S MORTAR ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. AT INTERVALS NOT EXCEEDING 8'VERTICALLY IN AN APPROVED MANOR
AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR. 2.POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UfNDERWREfERS, RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH U180
S'1
2. COMMMONFIREWALLS BETWEEN ATTACHED HOUSING UMTSTOBE8'CONCRETE BLOCKONA POURED CONCRETE AND ALL STATE AND LOCAL STANDARDS. NO FINISHED CEILING ATTACHED TO RAFTERS BUILDING SECTION
13.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. 11.PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER A5
BOARD OF FIRE UNDERWRITERS. THB FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO 3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. SECTIONS R602.8 AND R1001.16 OF THE RCONYS. INTERIOR WALLS AND PARTITIONS H/180
FIN,M,PAYMENT 3.CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF NON CORROSIVE TRUSS-TYPE METAL APPROVED BY THE 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATION OF FIXTURES
ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 12. INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BAITS EQUAL TO TRADE TERM R-l5.INSULATION W _ - WINDOW
14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. COURSE,VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16". WALLS SHOULD BE BRACED DURING CONSTRUCTION AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. FLOORS AND PLASTERED CEILINGS U360
ROOF CEILINGS SHALL BE FIBERGLASS BAITS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO
UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. 5. CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, BE R-30.COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION ALL OTHER STRUCTURAL MEMBERS U240
15.REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK, SITE TO BE,KEPT IN BROOM CLEAN CONDITION INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. ELEMENTS ABOVE
THROUGHOUT ALL PHASES OF WORK. 4.ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360
6.PROVIDE ALL OUTLETS SWITCHES DIMMERS ROUGHING WIRE,JUNCTION BOXES,ETC TO PROVIDE COMPLETE 13,ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.5 OF THE RCONYS:THE MAXIMUM RISER HEIGHT SHALL
16,THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINIS'ITRATION OR MANAGEMENT. 5. ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI INSTALLATION. BE 8 IW AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS.STAIRWAYS SHALL EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES U240
BUILDING CODE REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED - GIRDER/ HEADER ABOVE
17.PROVIDE OWNER WITH ALL NECESSARY CERIUICATES OF INSURANCE. DIRECTED BY ARCHITECT. 7.ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES U120
CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE
18.GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERtIOD OF ONE YEAR FROM FROM FINAL 6.AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE
BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITPCHES 42"AFF. LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES.
ACCEPTANCE BY OWNER AND PREVENTION,BUILDING,AND ENERGY CODES. ® POST DOWN
19.THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE MINIM STANDARDS OF THE NEW YORK STATE ENERGY 7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 9•LABEL PANEL BOARD OF ALL CIRCUITS.
SMOKE COMBINATION
CONSERVATION CODE AND THE RCONYS REFERANCED STANDARD WFCM 2001 SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. % S D INTERCONNECTED
10.COORDINATE WITH ALLOTT�ERTRADESFORLOCATIONSOFSTRUCTURALWORK,PIPING,ETC...TOAVOIDfCONFLICT. 14.ALL CARPENTRY WORK SHALL BE PERFORMEDINCONFORMANCEWETHGOODTRADEPRACITCE,RECOMMIENDATIONSOF TABLE R301.5 MIN. UNIFORMLY DISTRIBUTED LIVE LOADS (PSF� �X,;co SMOKE AND CARBONMONOXIDE
20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENT'S WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT SHALL STRUCTURAL STEEL: MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING: DETECTORS AS PER R313 OF RCONYS
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 11.COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED USE LIVE LOAD
1.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. IN THE CONSTRUCTION DOCUMENTS. A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE.BRACE,PLUMB,AND LEVEL ALL MEMBERS21.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF A1NY CONDITIONS WHICH MAY AFFECT THE DESIGN AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. ATTICS WITH LIMITED STORAGE 20 OR CONSTRUCTION OF THE WORK. 2. THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST B. PROVIDE SOLID SURFACES ATALL CORNERS AT LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFLOORING, CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
EDTITONOFTHEAISCSPECIFICATION. DRYWALL,ETC...FORMSURFACESWTTHFRAMMINGMtEMBERSORWtTH2"WOOD BLOCKING SECURED WITH AT LEAST TWO ATTICS WITHOUT STORAGE 10 MAINTAINING JOB SITE SAFETY DURING THIS PHASE
22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY'THE APPROPRIATE SUBCONTRACTORS, AND 8D NAILS AT EACH END. OF WORK&SHALL COMPLY WITH ALL APPLICABLE
SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233E70 SERIES E.ECTRODESAND DECKS-POSITIVELY ANCHORED 40 FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE
A307 BOLTS WITH LOCK WASHERS. C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL EXTERIOR BALCONIES 60 BUT NOT LIMITED TO BUILDING CODES, OSHA
ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTTED BY ARCHITECT. REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS
COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. FIRE ESCAPES 40 MATERIAL REMOVAL&DISPOSAL.
24.ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THIS RCONYS: AGGREGATE GLAZING SHALL NOT BE D. TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND
LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENAA13LE AREA TO THE OUTDOORS SHALL BE 4%OF 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER GUARDRAILS&HANDRAILS 200 THE CONTRACTOR SHALL INDEMNIFY&HOLD
THE FLOOR AREA BEING VENTILATED. WELDING SOCIETY'S STANDARD QUALIFICATION PROCEDURE.
25.ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OF T['I-IE RCONYS.ANY UNSTABLE SOIIJSUBSURFACE E.ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE HARMLESS THE OWNER,THE ARCHITECT,AND
RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: GUARDRAILS IN-FILL COMPONENTS 50 THEIR AGENTS&EMPLOYEES FROM AND AGAINST
CONDITIONS WHICH MYAFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE 6. ALL WALL-BEARING BEAMS TO HAVFSTANDARD ANGLES,ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES
ONDRAWINGS. PASSANGER VEHICLE GARAGES 50
CONTINUATION OF WORK 1.PLATES OTLESSCKI N SAME "O.C.DOUBL RELATED STUDS
DTTRIPLEDATCORNERS. ARISING OUT OF OR RESULTING FROM ANY OF THE
MOISTURE PROTECTION: 2.FRAMINGTOSND BLOCKING SAME HERTRIDTH SRELATEDSTUDSORWIDER ROOMS OTHER THAN SLEEPING ROOMS 40 ITEMS LISTED ABOVE.
26.FINISH ROOFING SHALL COMPLY WITTI THE MINIMUM STANDARDS OF R9M02,1 OF THE RCONYS. 3.FRAMING TO SUIT WORK OF OTHER TRADES.
1.FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. SLEEPING ROOMS 30 THE CONTRACTOR SHALL VERIFY ALL FIELD
27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIRIB0M OF SECTION R313 OF THE RCONYS: SMOKE THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. 5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC...
ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH!SEPARATE SLEEPING AREA IN THE IMMEDIATE CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
VICINITY OF TILE BEDROOMS,ON EACH ADDMO14AL STORY OF THE DWELLU9G,INCLUDING BASEMENTSICELLARS,BUT NOT F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS. NAIL WITH 6D COMMON NAILS @6"O.C. STAIRS 40 CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. 2.ALTERNATE MATERIAL FOR FOUNDA ION WALL PROTECTION TO A RUBBERIZED ASPHALT INTEGRALLY BONDED TO ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES. LOCATE END RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
POLYETHYLENE SHEET BITUTTIENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYM'BNT,WHERE REQUIRED,
28.BUILDING STRUCTURAL MATERIALS OR ASSEMBLIES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R323 OF COMPLY WITH MANUFACTURER'S SPECIFICATIONS CATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED
DURING INCLEMENT WEATHER AND 17E CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. SHALL BE SIMILARLY INSTALLED. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
THE RCONYS. G.ROOF SHEATHING SHALL BE LAM WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER AGENCY FOR ANY"ERRORS&OMISSIONS"ON
29.THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK.ANY 3. TERMITE PROTECTION OF APPROVEDTYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R324 OF THE RCONYS. SUPPORTS AND STAGGER JOINTS.PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS R301.2.2.2.1 WEIGHTS OF MATERIALS THESE DOCUMENTS.
OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN 4.FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS IS 24"O.C. MAXIMUM
ACCORDANCE WITH ACCEPTED PRACTICE. INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND ASSEMBLIES DEAD LOAD THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
OTHER ROOF PENETRATIONS.MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL H.FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER W O.C.AND FASTENS?SECURELY TO SUPPRTING SURFACE. "METHODS&MEANS"OF CONSTRUCTION. THE
30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK TWAT DOES NOT CONFORM TO THE DRAWINGS. ROOF/CEILING 15 PS F
THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. FLASHING DOORS AND WINDOWS TCBE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH 15, ALL FLOOR TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER ARCHITECT IS NOT RESPONSIBLE FOR FIELD
WITH APPROO VED MATERIALS AT ALL II'ERSECTTNG ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH 15,
31.THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL TEEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE CARPENTRY,MASONRY,AND ROOFING IRADES. APPROVED EQUAL OVER SUBFLOOR.FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF FLOOR 10 PS F
3/4"PLYWOOD SUBFLOOR
CLOSEOUT OF THE CONSTRUCTION. 5. SKYLIGHTS TO BE OF SIZES SHOWN(N DRAWINGS,DOUBLE-INSULATE'),SELF-FLASHING WITH INTEGRAL CURBS.UNITS 16.ALL LUMM13ER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN EXTERIOR WALL 15 PS F
32.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR TO BE ALIGNED WITH SLOPING ROOF TRUSSES. OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, INTERIOR WALL 10 PS F
OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCE 1 OF THEIR CONTRACTS. 6, CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE DRY AREA.THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION.
33.IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR
ARCHITECT PRIOR TO CONTINUATION OF THE WORK. �y F.E
34.BASEMENT'S WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL WAVE AT LEAST ONE OPENABLE EMERGENCY THESE PLANS RAVE BEEN DESIGNED FOR COMPLIANCE WITH THE �`
ESCAPE&RESCUE OPENING AS PER SECTION R310 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A -.
RESIDENTIAL CODE OF NEW YORK STATE 2010 AND THE 2001 EDITION
SILL HEIGHT OF NOT MORE THAN44"ABOVE THE FLOOR AND SHALL HAVE AL MINIMUM NET CLEAN OPENING OF5.7SQUARE FEET. WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS
D UNDER SECTION
L HAZARDOUS AREAS DEFINE ER S CTI
35.PROVIDE SAFETY GLAZING AS PER SECTION IR308 OF THE RCONYS FOR AL y
L LA LESS 18"ABOVE THE FLOOR SHALL BE TEMPERED.
R308.4 OF THE RCONYS:AL GLASS THAN --
TABLE R301.2 ( 1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA <; per ,
36,INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL SYSTEMS MAIL COMPLY WITH CHAPTER 13 OF THE 10�`~"`���`��74O-1 �-�
RCONYS.
37,FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) DESIGN DESIGN UNDERLAYMENT FLOOD
AND TO FORM AN EFFECTIVE FIRE BARRIER BETPVEEN STORIES AND BETW'EIEINA TOP STORY AND THE ROOF SPACE ASPER SNOW LOAD SPEED (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT HAZARDS
SECTION R602.8 OF THE RCONYS. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R311.2 OF THE RCONYS.
CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001.12 OF THE?RCONYS.
38. GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE;RCONYS: OPENINGS BETWEEN THE GARAGE AND 20 PSF 110 B SEVERE 36" M-H SM 11° YES X
RESIDENCE SHALL BE EQUIPPED WITH A 45-MINUTE FHRURATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE. PROPOSED STABLE FOR THE:
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILHNG2 SEPARATING THE DWELLING FROM THE GARAGE
SHALL BE CONSTRUCTED OF A MINIMUM NUMBER 26 GAGE SHEET STEEL AMID SHALL HAVE NO OPENINGS INTO THE GARAGE, M I N E O RESIDENCE
WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS AMC,THE
PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE-RESISTANCE RATING.NWHERE HORIZONTAL CONSTRUCTION IS USED TO
SEPARATE THE GARAGE FROM THE RESIDENCE(►F ITS AMC,SUCH CONSTRUUCTION SHALL BE PROTECTED WITH ONE LAYER I, 2465 GAB R I E L LA COURT
OF 5/8"THICK TYPE"X"GYPSUM BOARD INSTALLED IN ACCORDANCE WITH TOTE REQUIREMENTS OF SECTION 805.1 OF THE �! ^
RCONYS,OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITTTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE I ILD
11/IATTI T I U C K, NY 11952
PROTECTED BY VERTICAL SEPARATIONS. '�11(
39.NON-HABITABLE SPACES SHALL COMPLY WITH SECTION R303 OF THE RO'ONYS. i ! 1 OCT 2 3 2011 ISSUED FOR: APPROVAL
40, PROVIDE 6 MIL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLAMS. --
E�! COVER SHEET
41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. T('';`, i! >"'J �'•
KERI KAZEL ARCHITECT P.C.
#2 WINDEMERE COURT, PO BOX 169
SIPEONK, NEW YORK 11972
PHONE: 631-874-2925 FAX: 631-874-7377
KIERI@KERIKAZEL.COM
DATE: OCTOBER 15,2012
DATE: FEBRUARY 27,2012
SCALE: 1/4"=1'-O" Al
PROJECT NO.
NOTES:
STABLE AREA: 432 SQ. FT.
"
33" '11'-81" 11'-81" 33" 6"TRIM OVER 2-2x 12 FASCIA BIDS
S-1 12
A2 1 12
rC;! c7!
j— --------------------------- ----------------------------- ----------------------- ---
rim
4x 4 P.T. SOFFIT SYMBOL LEGEND
' I BRAKETS- 6-0 O.C.
4x 4 POSTS ON 12"DIA.
i
SONOTUBE PIERS (TYP)
3' SEE DETAIL THIS SHEET. ; 3�� = - EARTH
34 I 1 ---�lififli--
POURED CONCRETE
RUBBER MAT FLOORING
OVER COMPACTED EARTH7 GRADE GRADE �—� NEW WALL
I I I I I I I I I I i I i I I I
I I I I I I I l I I I I I I I I
EXISTING STUD WALL
`
`'�?� � TO REMAIN
co
(1— Q
4'x 7' DUTCH 4 x 7 DUTCH
STABLE DOORS STABLE DOOR PROPOSED STABLE 2 @C 6GO.C.
STS.
JOISTS ABOVE
33" ,11'-81 11'-84�, 34,E
,_ " PROPOSED STABLE FRONT ELEVATION RIGHT ELEVATION ^5 S,I.,
A5-2 SECTION/DETAIL
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
iS-1
A2y S-1 BUILDING SECTION
A5
PROPOSED STABLE FOUNDATION PLAN _ - WINDOW
TYPICAL ROOF CONSTRUCTION:
SCALE: 1/4"=1'-01" 30 YEAR ARCHITECTURAL ASPHALT ------------- ABOVE
SHINGLES TO BE SELECTED BY OWNER. -------------
SCE &WEATHER SHILED OVER ENTIRE ROOF
,_ „ 6"TRIM OVER 2x 12 FASCIA BIDS 1/2"CDX PLYWOOD SHEATHING — - - — GIRDER/BEAM ABOVE
2X10 RAFTERS @16"O.C. U.N.O.
33" 11'-81 " 11'-81" 3�.,
4 1, a POST UP
12 ® POST DOWN
A2
MM� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — M��' i l I
C c'—
Mco CONTRACTOR SHALL BE SOLELY RESPONSIBLE
FOR MAINTAINING JOB SITE SAFETY DURING
2-2x 10 CONTINUOUS HEADER THIS PHASE OF WORK&SHALL COMPLY WITH
TYPICAL WALL CONSTRUCTION- ALL
APPLICABLE FEDERAL,STATE,&LOCAL
4x 4 POSTS (TYP)
REGULATIONS INCLUDING,BUT NOT LIMITED
2x 4 PLYWOOD SHEATHING TO,BUILDING CODES,OSHA REGULATIONS,
3" I 2x 4 PURLINS- 16"O.C.VERTICALLY j i LIFE SAFETY CODES,&HAZARDOUS MATERIAL
111'-81" " 11'-114 REMOVAL&DISPOSAL LAWS.
Ir`-I r-I r`-, I
- STALL #1 STALL #2 STALL #3 N ! THE CONTRACTOR SHALL INDEMNIFY&HOLD
HOLD HARMLESS THE OWNER,THE ARCHITECT,
&'THEIR AGENTS&EMPLOYEES FROM&
AGAINST ALL CLAIMS,DAMAGES,LOSSES,&
2x STALL SEPARATORS GRADE GRADE EXPENSES ARISING OUT OF OR RESULTING
I I I I I I I I I I I I 2-2x 10 CONTINUOUS HEADER FROM ANY OF THE ITEMS LISTED ABOVE
I f I i I i I I I I I I
I I I I � I I I I I I I I
I I I I I I I I I I I I
1 I t I I I I I I I I I THE CONTRACTOR SHALL VERIFY ALL FIELD
I I I I I I I I I I I I
jl ji cji I I I I I , I I I I I CONDITIONS&NOTIFY THE ARCHITECT OF ANY
�_J -J CONDITIONS NOT ASSUMED.HE SHALL TAKE&
BE RESPOSIBLE FOR FIELD MEASUREMENTS
I111,1740
ppAS REQUIRED
4Zx7' II 1 4 x 7 " 1 4x7 " I PROPOSED STABLE
I II I II I II II
III THE ARCHITECT SHALL BE HELD HARMLESS BY
I II I II I It II
, 4x 4 SOFFIT BRACKETS ANY AGENCY FOR ANY"ERRORS&OMISSIONS"
I _�_ - - LEFT ELEVATION PROPOSED STABLE REAR ELEVATION oNTHESEDOCUMENTS
— - - - —
3„ 1,� 3�� 1�, 1" 1 3� 3�� THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
3- 4-32 7-44 4-32 7-82 4-32 7-44 34 SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" A�CHIT CT IS OT RE PONSIBTHODS&MEANS"OF LE FOR FIIELD E
SUPERVISION.
"
2-2x 12 CONTINUOUS HEADER /S-1
A2
PROPOSED STABLE FLOOR PLAN
SCALE: 1/4"=1'-0"
A
SIMPSON H2.5A ?< '
TYPICAL ROOF CONSTRUCTION: HURRICANE TIE @ EACH
S-1 30 YEAR ARCHITECTURAL ASPHALT RAFTER TO HEADER
r s 4 L
SHINGLES TO BE SELECTED BY OWNER. CONNECTION '',_
ICE&WEATHER SHILED OVER ENTIRE ROOF ``'s;� °?saa3A
1/2" CDX PLYWOOD SHEATHING 2x 10 ROOF RAFTERS
_ _ PROVIDE SIMPSON H2.5A 2X10 RAFTERS @16" O.C. U.N.O. @ 16"O.C.
�7 7 7 P7 F7 �7 TTTl �� H ¶-7 �� fF� 7 T T7 7 T 7 ��� HURRICANE TIE @EACH
RAFTER TO HEADER CONNECTION 212
"TRIM OVER 2-2x 12 CONTINUOUS HEADER o
Il I 2x 12 FASCIA BDS 2-2x 10 CONT. HEADER.--t._
I VENTED SOFFIT (TYPICAL) o°v ;
PROVIDE SIMPSON BC4 � ,
TYPICAL ROOF CONSTRUCTION: LL POST CAP @ EACH 4x 4 POST 2-2x 10 CONT. x 4 P.T. SOFFIT BRAKETS-6'-0"O.C. PROPOSED STABLE FOR THE:
ASPHALT SHINGLES N v i SEE DETAIL THIS SHEET HEADER. = SIMPSON BC4 POST
N
ICE&WEATHER SHIELD r -i 2x 6 BLOCKING AT 4x 4 SOFFIT BRACES
1/2"CDX PLYWOOD SHEATHING TYPICAL WALL CONSTRUCTION: STALL #3 a 4x 4 P.T. POST 2465 GABRIELLA COURT
2x 10 RAFTERS @16"O.C. 112 T1-11 PLYWOOD SHEATHING rb
_0 2x 4 PURLINS- 16"O.C.VERTICALLY SIMPSON ABW44Z MATTITIUCK, NY 11952
CD
4x 4 P.T. POSTS STANDOFF POSTS BASE
PROVIDE SIMPSON ABW44Z @ EACH 4x 4 POST -
STANDOFF POSTS BASE @ RUBBER MAT FLOORING ISSUED FOR: BUILDING PERMIT
F ,
EACH 4x 4 POST (TYPICAL) OVER COMPACTED EARTH " DIAMETER ANCHOR : .,a'�
SEE DETAIL THIS SHEET GRADE BOLT EMBEDDED 7 MIN.
(T Tf f� 11^l— f T 71 IT TI� Tl IT �� 11-11�1� IT 11 Tr �1—Ifi Tf fT�1 �i T—fi 11—T f 1 rti f T 71 =1= =u� —ul —>ll '>u J u u '- =uu> :. ,,s 1u W_u —ul
" PROPOSED STABLE
u- r _ —III _., ill— al,—
�I I 1 1 I I I I I 1 1 � ITIIEI_I _, II II_L. III—II_II-11 q_n_I� 11—�,.1�„�-1�, li—i� n � �1€ _i� � I!_I��,�Iu �e
12 DIAMETER
irr ' Ilotllin = SONOTUBE PIER j y
I, 1 I I I II I11 FTT11111 1111111 -77 I = I— ,II I� u— w ,'+=urn �i TO 36" BELOW GRADE.
12"DIAMETER SONOTUBE PIER �II� LII ;! =II-II .' KERI KAZEL ARCHITECT P.C.
TO 36" BELOW GRADE.
ICI ' 'lil ,ill #2 WINDEMERE COURT; P.O. BOX 169
-lu=,lllT
S-1 SPEONK, NEW YORK 11972
A2 PHONE:631-874-2925 FAX:631-874-7377
PROPOSED STABLE ROOF PLAN- Sl : BUILDING SECTION ANCHORING DETAILS KERI@KERIKAZEL.COM
DATE: OCTOBER 15, 2012
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" NTS
DATE: FEBRUARY 27, 2012
SCALE: 1/4"=V-0" A2
PROJECT NO.
NOTES:
TABLE 3.413
TABLE 3.4 UPLIFT STRAP CONNECTION REQUIREMENTS STABLE AREA: 432 SQ. FT.
RAFTER/TRUSS FRAMING TO WALL CONNECTION REQUIREMENTS FOR WIND LOADS ( ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION)
EXPOSURE B ( PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4)
TABLE 3.1 NAILING SCHEDULE
DEAD LOAD ASSUMPTIONS: ROOF /CEILING ASSEMBLY DL= 15 PSF DEAD LOAD ASSUMPTIONS: ROOF / CEILING ASSEMBLY DL= 15 PSF
THREE SECOND GUST THREE SECOND GUST JOINT DESCRIPTION #OF COMMON NAILS NAIL SPACING REMARKS
_ •' WIND SPEED (MPH) 90 100 10 120 WIND SPEED (MPH) 90 100 10 120
RAFTER/TRUSS ROOF SPAN
L S U' I L I S U" I L I S U''° L S FRAMING SPACING ROOF SPAN NUMER OF 8d COMMON NAILS OR 10d BOX NAILS ROOF.FRAMING
SPACING (IN) (FT.) '2 (IN.) (FT) IN EACH END OF 1-1/4"x 20 GAGE STRAPi'2,3,a RAFTER TO TOP PLATE T E-NAILED 8d PER RAFTER AS PER TABLE 3.4A
p I REQUIRED CAPACITY OF CONNECTION (LBS) CEILING JOIST TO TOP PLATE TOE-NAILED 8d PER JOIST AS PER TABLE 3.4A
CEILINGJOIST TO PARALLEL RAFTER FACE-NAILED 16d EACH LAP AS PER TABLE 3.9A
p II 12 62 89 39R 93 109 48R 127 132 58R 165 157 70R 12 1 1 2 2 CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 16d EACH LAP AS PER TABLE 3.9A
16 72 110 152 198 16 1 1 2 2 COLLAR TIE TO RAFTER (FACE-NAILED) 8d PER TIE AS PER TABLE 3.6A SYMBOL L E G E N D
20 83 127 177 231 TO
20 1 2 2 2 BLOCKING TO RAFTER E-NAILED Sd EACH EN
12 24 93 145 202 264 12 24 1 2 2 3 RIM BOARD TO RAFTER END-NAILED 16d EACH END
28 104 163 227 297 _ __
ll El
32 115 180 252 331 28 1 2 2 3 WALL FRAMING _
36 126 198 277 364 32 1 2 3 3 EARTH
TOP PLATE TO TOP PLATE FACE-NAILED 16d PER FOOT I I-III i I(-
12 82 118 52R 124 146 64R 170 176 78R 220 210 93R 36 2 2 3 3 TOP PLATE AT INTERSECTION FACE-NAILED 4 16d JOINTS-EACH SIDE I-III-I I=
16 96 147 203 264 STUD TO STUD FACE-NAILED 16d 24"O.C. ^
20 110 170 236 308 12 1 2 2 2 HEADER TO HEADER FACE-NAILED 16d 1 "'°� :°<= POURED CONCRETE
TOP OR BOTTOM PLATE TO STUD END-NAILED (3) 16d PER STUD
16 24 125 193 269 352 16 1 2 2 3 1,2
28 139 217 303 397 20 1 2 2 3 BOTTOM PLATE TO FLOOR JOIST BAND (7j 16d PER FOOT
32 154 240 336 441 JOIST END JOIST BLOCKING (FACE-NAILED)3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY - NTS 16 24 2 2 3 3 EXISTING STUD WALL
36 168 264 370 486 28 2 2 3 4 FLOOR FRAMING TO REMAIN
RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN 12 98 142 63R 149 175 77R 204 212 93R 265 252 111 R 32 2 2 3 4
ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 3.46. JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4 8d PER JOIST
WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE'WITH STUDS BELOW, 16 115 176 243 317 36 2 3 4 4 BRIDGING TO JOIST (TOE-NAILED) 8d EACH END - EXISTING STUD WALL
20 132 204 283 370 BLOCKING TO JOIST TOE-NAILED 8d EACH END -- --
RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND 19.2 24 150 232 323 423 BLOCKING T ILL OR TOP PLATE (TOE-NAILED) 16d EACH LOCK TO BE REMOVED
THE WALL TOP PLATE SHALL BE ATTACHED TO THE'WALL STUD WITH 28 167 260 363 476 12 1 2 2 3 LEDGER STRIP TO BEAM FACE-NAILED 16d EACH JOIST
UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. 32 184 288 403 529 16 1 2 2 3 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 8d PER JOIST NEW 2x 4 OR 2x 6
36 202 317 444 583 20 2 2 3 4 BAND JOIST TO JOIST END-NAILED 16d PER JOIST STUD WALL @ 16" O.C.
12 123 177 78R 186 219 97R 255 265 117R 331 315 139R 19.2 24 2 2 3 4 BAND JOIST TO SILL OR PLATE TOE-NAILED 16d
I PER FOOT I
20 165 255 354 462 32 2 3 4 5 x JOISTS JOISTS ABOVE
ROOF SHEATHING
@ 16 O.C.
24 24 187 290 404 528 36 2 3 4 5 STRUCTURAL PANELS-110 MPH (AS PER TABLE 3.10) 8d 6"EDGES/12"FIELD 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL RAKE
28 209 325 454 595
32 230 360 504 661 STRUCTURAL PANELS-120 MPH (AS PER TABLE 3.10) 8d 6"EDGES/6"FIELD 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL RAKE 5
36 252 396 554 728 12 2 2 3 3 A5 SECTION / DETAIL
16 2 2 3 4
U = CONNECTOR UPLIFT LOAD. 20 2 3 3 4 CEILING SHEATHING
L = CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL) 24 24 2 3 4 5 GYPSUM WALLBOARD 1 5/8"DRYWALL SCREWS 7"EDGE/10"FIELD TYPE W OR S SCREWS/MIN.5/8"PENETRATION A5 BUILDING SECTION
S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALQ 28 2 3 4 5
NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND LM FOR WIND PARALLEL TO THE RIDGE,WHERE W 32 2 3 5 6 WALL SHEATHING
REFER TO TABLE 3.413 AND USE IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH. 36 1 3 4 5 6 STRUCTURAL PANELS 8d 6" FIELD
1-1/4"x 20 GAGE STRAP WITH GYPSUM WALLBOARD 1 5/8"DRYWALL SCREWS 1 7"EDGE/1 -FIELD I TYPE W OR S SCREWS/MIN.5/8"PENETRATION - WINDOW
(4) 8d COMMON NAILS OR 1 TABULATED UPLIFT AND LATERAL LOADS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.75 AND 0.92 RESPECTIVELY, 1 PERSCRIPTIVE LIMITS ARE BASED ON ASSUMPTIIONS IN TABLE 3.4
10d BOX NAILS IN EACH END FOR FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 2 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. FLOOR SHEATHING
OF THE STRAP. 2 TABULATED FRAMING LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3 TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD STRUCTURAL PANELS 1"OR LESS 8d 1 6"EDGE/12"FIELD ------- ELEMENTS ABOVE
p e 3 TABULATED UPLIFT LOADS ASSUME A REDUCED ROOF AND CEILING ASSEMBLY DEAD LOAD OF 9 PSF (0.6x15 PSF=9PSF) OF 9 PSF (0.6x15 PSF=9PSF) IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS STRUCTURAL PANELS GREATER THAN 1" 10d 1 6"EDGE/6"FIELD
4 TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS FOR NOT CONNECTED TO THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY
WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE 1 NAIL AT EACH END OF THE STRAP. GIRDER/ HEADER ABOVE
REDUCED BY 60 PLF (0.60 x 99 PLF) FOR EACH FULL WALL ABOVE. 4 MINIMUM ASTM A653 GRADE 33 STEEL STRAP.
po
04
a POST DOWN
LIMITATIONS TO CONNECTION REQUIREMENTS: i�X,SD INTERCONNECTED COMBINATION
�--`'CO SMOKE AND CARBONMONOXIDE
THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN DETECTORS AS PER R313 OF RCONYS
METHOD OF THE ANSI/AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001,PROVIDING THE FOLLOWING
CONDITIONS ARE MET:
CONTCTO
SHALL BE
RESPONSIBLE FOR
o°
TABLE 3.2C MA NTAINI G JOB SITE SA ELTY DURING THIS PHASE
SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) OF WORK&SHALL COMPLY WITH ALL APPLICABLE
RESISTING UPLIFT LOADS FROM WIND- EXPOSURE B 1.STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM 3-SECOND GUST WIND FEDERAL,STATE, &LOCAL REGULATIONS INCLUDING
SPEED ZONE OF 120MPH OR LESS. BUT NOT LIMITED TO BUILDING CODES,OSHA
p ( PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) 2.STRUCTURE IS LOCATED IN EXPOSURE CATEGORY B. REGULATIONS. LIFE SAFETY CODES,&HAZARDOUS
3.MAXIMUM STRUCTURE HEIGHT=33'-0". (MEAN GRADE LEVEL TO MEAN ROOF LEVEL) MATERIAL REMOVAL&DISPOSAL.
8' END ZONES INTERIOR ZONES 4.MAXIMUM FLOOR JOIST SPAN=26'-0-.
5.MAXIMUM WALL HEIGHT=10'-0- (LOAD BEARING WALL) THE CONTRACTOR SHALL INDEMNIFY&HOLD
3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY - NTS FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED =20'-0 (NON-LOAD BEARING WALL) HARMLESS THE OWNER,THE ARCHITECT,AND
WALL STUD TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN (MPM (MPH) 6.MAXIMUM ROOF RAFTER SPAN=24'-0".
ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.4 OR TABLE 90 1 100 1 1 120 90 1 100 10 120 7.MAXIMUM FLOOR JOIST SPACING,WALL STUD SPACING,ROOF RAFTER SPACING=16"O.C. THEIR AGENTS&EMPLOYEES FROM AND AGAINST
8.ROOF SLOPE TO BE BETWEEN 4/12 AND 12/12 INCLUSIVE. ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
3.413. WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 9.ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOF TO FOUNDATION. ARISING OUT OF OR RESULTING FROM ANY OF THE
THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE ANCHOR BOLT CONNECTION RESISTING SUPPORTING SPACING (IN.) SPACING (IN) 10.MAXIMUM BUILDING DIMENSION IN ANY DIRECTION=80'-0" ITEMS LISTED ABOVE,
FLOOR ASSEMBLY WITH THE UPLIFT CONNECTIONS IN ACCORDANCE 11.MINIMUM ASPECT RATIO OF BUILDING=1:4;MAXIMUM ASPECT RATIO=4:1.
WITH TABLE 3.4. UPLIFT LOADS 1-3 STORIES 70 49 39 33 72 57 45 38 THE CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
ADDITIONAL NOTES: CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
1.ALL NAILING&FASTENING IN 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 1/3 OF THE ATTIC SPACE. 1 1/4"RIDGE 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 RESPONSIBLE FOR
(NOTE: 3.ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM 1 1/4"x 20 GAGE ASTM "METHODS&MEANS"OF CONSTRUCTION. THE
NOTE: A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT-DIPPED GALVANIZED ARCHITECT IS NOT RESPONSIBLE FOR FIELD
REFER TO TABLE 3.413 AND USE REFER TO TABLE 3.413 AND USE SUPERVISION.
1I-1/4"x 20 GAGE STRAP WITH 1-1/4"x 20 GAGE STRAP WITH AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL.
(;4) 8d COMMON NAILS OR (4) 8d COMMON NAILS OR
110d BOX NAILS IN EACH END 10d BOX NAILS IN EACH END 4.CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR
p° OF THE STRAP. OF THE STRAP. LAPPED UNDER BOTTOM PLATE.
°p ee
e e 5.BLOCKING SHALL BE PROVIDED UNDER FLOOR PANEL EDGES WHERE PANELS ARE PERPENDICULAR TO FLOOR
FRAMING. NAIL AS PER SCHEDULE.
p
NOTE: x �"
qq 9 i�
° ALL NAILING & FASTENING FOR THIS PROJECT
a F s r 974
SHALL BE IN ACCORDANCE WITH 2O01 EDITION `�:r?,� 0,
OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM)
;0 d
d
44
d,
°
NOTE:
a ' PROPOSED STABLE FOR THE:
4.
d THIS AREA IS IN A 110 MPH WIND ZONE
d d d MINEO RESIDENCE
d a
° d
" 4 2465 GABRIELLA COURT
MATTITIUCK, NY 11952
3.2.2.3 WALL ASSEMBLY TO FOUNIDATION- 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 BOTTOM 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 CONNECTION DETAILS
OF TABLE 3.2. PERSCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,SILL THE REQUIREMENTS OF TABLE 3.2. PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER
PLATE,OR BOTTOM PLATE ARE PROVIDED IN TABLE 3.4B SILL PLATE TO FOUNDATION IN TABLE 3.2A,AND FOR BOTTOM PLATE TO FOUNDATION
(SEE FIGURES 3.2 a-e) . A MINIMUM OF A I "'x 20 GAGE ASTM A653 IN TABLE 3.213. SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING
GRADE 33 STEEL STRAP SHALL BE NAILED TO THE STUDS IN ACCORDANCE FOUNDATION SYSTEM TO RESIST SHEAR LOADS FROM SEISMIC IN ACCORDANCE WITH COM.GRADE SIZE �) PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES KERI KAZEL ARCHITECT P.C.
WITH TABLE 3.4B AND HAVE A MINIMUM EMBIEDMENT OF 71NCHES IN THE REQUIREMENTS OF TABLE 3.3. PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR SILL TO GRAIN(Ft} TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E)
CONCRETE FOUNDATIONS AND SLAB-ON-GLADE, 15 INCHES IN MASONRY OR BOTTOM PLATE TO FOUNDATION IN TABLE 3.3A. A MINIMUM OF ONE ANCHOR BOLT DOUG-FIR#2 W #2 WINDEMERE COURT; P.O. BOX 169
BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE BOTTOM PLATE,3-INCH SHALL BE PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF PLATE. ANCHOR BOLTS 2 + 875 575 95 b25 1300 1,b00,000 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-GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS WHEN RESISTING
TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5"X5"AND LARGE PHONE:631-874- 925 F - 7 -7 77
KERI@KERIKAZEL.COM
IN TABLE 3.2C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH LATERAL AND SHEAR LOADS ONLY (SEE FIGURES 3.2a-c) ANCHOR BOLTS SHALL BE
SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT-DIPPED LOCATED WITHIN 12 INCHES OF CORNERS AND AT SPACINGS SPECIFIED IN TABLES 3.2A-B SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRAULES DING
GALVANIZED AFTER FABRICATION,OR MANUFACTURERED FROM G185 OR OR TABLE 3.3A, BUT NOT EXCEEDING 6 FEET ON CENTER. SILL PLATES OR BOTTOM PLATES COM.GRADE Sly (Fb) PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY AGENCYZ450 GALVANIZED STEEL. SHALL HAVE FULL BEARING ON THE FOUNDATION SYSTEM. DATE: OCTOBER 15, 2012
TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E}
DOUG-FIR#2 POSTS
ER&S 150 415 85 625 700 1,300,000 WCLIB DATE: FEBRUARY 27, 2012
T
SCALE: 1/4"=1'-0" A3
PROJECT NO.
GENERAL NOTES: SITE WORK: FINISHES: NOTES:
CARPENTRY AND LUMBER
1.CONTRACTORS SHALL VERIFY ALL JOB AND 17IELD CONDITIONS AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS 1.CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC ARE TO BE SUBMITTED TO OWNER/ARCHITEC7I FOR APPROVAL 1. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 1995 HIGH WIND EDITION OF THE WOOD FRAME DRAWING LIST
TO INSURE THE PROPER STRENGTH,FIT,AND LOCATION OF WORK REPORT"IN WRITING,TO THE ARCHITECT AND PRIOR TO INSTALLATION. CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. LUMBER IS BE FURNISHED AND INSTALLED COMPLETE STABLE AFfA: 432 S Q. FT.
ENGINEER ANY AND ALL CONDITIONS WHICH NAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 2.LOCAL OFFICIAL TO DETERMINE WHETHER CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED. RETAINED TREES
EXECUTION AND COMPLETION OF THE WORK SHALL BE PROTECTED BY A 48"HIGH BARRIER SET 12"AWAY FROM THE TREE TRUNK FOR EACH I"OF TREE DIAMETER, 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS.JOINTS SHAALL BE TAPED STEEL ALL FASTENERS,ANCHORS,FLOCKING,BRIDGING,SADDLES,HANGERS,ECT.,REQUIRED S COMPLETE THE JOB.ALL SHEET#. CONTENTS
SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL BE PROHIBITED. THERE AND SPACKLED(3 COATS READY TO PAINT.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES.
) JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN A-1 COVER SHEET
2,ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE RCONYS 2010,OSHA,AND THE SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. SPACKLED SMOOTH. ACCORDANCE WITH THE 1995 HIGH WIND EDITION OF THE WOOD FRAME CONSTRUCTION MANUAL. WHERE FASTENERS ARE
LOCAL TOWN OR VILLAGE BUILDING CODE,LKIEST EDITION. NOT SPECIFICALLY INDICTATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SIZE AND SHALL A-2 STABLE PLANS
3.EXCAVATE FOR FOOTINGS TO MINIMUM DEPTHS DHOWN ON DRAWINGS. ENCOUNTERED SOIL TO BE UNDISTURBES,VIRGIN 3.COVER ALL WALLS AND ALL CEILINGS WITH 1/2'GYPSUM BOARD.BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED) COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS.
3.ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IT THEY WERE CALLED FOR,OR SHOWN,ON THE SOIL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL A-3 CONNECTION DETAILS
DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE HAVE WONDER BOARD INSTALLED. 2.ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER HEM-FIR,FB=850 PSI AND E=1,300,000 PSI UNLESS OTHERWISE
MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT 4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON
SPECIFICALLY REQUIRED BY THE CODE. WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. 4.PROVIDE 5/8"TYPE X GYPSUM BOARD IN GARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING.
PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL BE HEM-FIR,FB=850 PSI UNLESS OTHERWISE SHOWN ON
4.DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT FOR 5.CONTRACTOR MAY BACKFILL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING DETAILS.
CLARIFICATION. PROPER CONSTRUCTION METHODS,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE TO THE WALLS AND MEMBRANE PLUMBING: 3.ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE
WATERPROOFING. ADEQUATELY BRACE WALLS PRIOR TO BACKFILL.
5. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY 0)F CONSTRUCTION THE WORK OF ALL TRADES. 1. PROVIDE ROUGHING INCLUDING SHUT-OFF VALVES,DRAINS,PIPING,VALVES,VENT LINES,TRAPS,ETC REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCT STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE
...;FOR COMPLETESYM B 0 L LE G E N D
ALL SLOTS,SLEEVES,AND/OR OTHER OPENINGS TO BE COORDINATED AND.SET BEFORE POURING CONCRETE. 6.REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB. INTERIOR SLABS ON INSTALLATION. APPROPRIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE 5/8"THICK AND
GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. ALL WALL PLYWOOD TO BE 1/2"THICK
6.CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING„SHORING,ETC...(TEMPORARY AND/OR 2. INSTALL OWNER-SELECTED PLUMBING FIXTURES AND FITTING PER DRAWING INSTRUCTION, 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY,CONCRETE,OR EXPOSED TO THE ELEMENTS MUST BE - -_-_-_
PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUJCTION. CONCRETE WORK: PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 I-IJ --I I I EARTH
3.INSULATE ALL WATER PIPING.
7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS PER SECTION M1506 OF THE 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(MIN.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) FOR WATER-BOURNE PRESERVATIVE TREATMENT.
RCONYS:PROVIDE A SWITCH-CONTROLLED EXHAUST FAN WITH A CAPAC11Y OF 50 CFM INTERMITTENT OR 20 CFM AND SHALL DEVELOP A MINIMUM TOTAL COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE 4.ALL PLUMBING WORK SHALL COMPLY WITH CHAPTER 25 OF THE RCONYS. , • •. .:.; : .
CONTINUOUS. TO BE REINFORCED WITH W.W.F.661010, 5.WHERE TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED,STRUCTURAL POURED CONCRETE
5.PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC TO PROVIDE COMPLETE INSTALLATION. CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE
8, REFER TO STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE NOTES 2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615.60.REINFORCEMENT
AND SPECIFICATIONS MESH SHALL CONFORM TO ASTM A185 AND A82. 6.ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE SUBMITTED FOR REVIEW, NEW WALL
NEW YORK STATE DEPARTMENT OF HEALTH. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS;.
9.MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,LIGHTING,COURSING,DIMENSIONS,HEIGHT, 3.DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE 6.PROVIDE APPROVED WOOD BRIDGING AT WOOD FLOOR JOISTS @8'-V O.C.MAXIMUM SPACING. SECURE BOTTOM OF
ALIGNMENT,ETC MOVE AND RELOCATE ANY PARTITIONS,WIRING,PLUMBING,AND DUCTWORK THAT MAY BE CONCEALED LATEST ACL BUILDING CODE,ACI 318 AND ACI 315. HEATING AND COOLING: BRIDGING AFTER SUBFLOOR HAS BEEN NAILED.
IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS, r-� EXISTING STUD WALL
4.FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. 1. PROVIDE FORCED HOT WATER BASEBOARD HEATNG SYSTEM DESIGNED BY MECHANICAL CONTRACTOR7,ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. TO REMAIN
10. PROVIDE A MIlNAMUM 18"X 24"ACCESS OPEDf ING TO ALL CRAWL SPACES;AS PER SECTION R408.3 OF THE RCONYS. WHERE
MECHANICAL EQUIPMENT IS LOCATED IN CRAWL.SPACE,PROVIDE ACCESS,AS PER SECTION M1305.1.4 OF THE RCONYS. 5. ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF 2. ALL HEATING&COOLING EQUIPMENT SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS.. 8.ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/2"THICK GYPSUM WALL BOARD,
VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THE RCONYS: THE MINIMUM NET AREA OF VENTILATION 36"BELOW FINISHED GRADE. 5/8"THICK FIRECODE GYPSUM WALLBOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE. 5/8"THICK MOISTURE
OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR L'ACH 150 SF.OF UNDERFLOOR SPACE AREA. ONE SUCH VENTILATING OPENING 3.COORDINATE WITH OWNER THE NUMBER OF ZONES AND LOCATIONS OF THERMOSTATS, RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS. WONDER BOARD SHALL BE USED
SHALL BE WITHIN 36"OF EACH CORNER OF THE BUILDING. 6. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE. 4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. @ 16"O.C.
ON WALLS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. 2 X C LG/FL JSTS. JOISTS ABOVE
11.PROVIDE ATTIC ACCESS AS PER SECTION R807.1 OF THE RCONYS: ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN MASONRY; 9.ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE 16"O.C.WITH ll2"PLYWOOD COVERED WITH
22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. A 30"11MMR04UM ELECTRICAL: C°
UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED @ S;OME POINT ABOVE THE ACCESS OPENING. 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, 15#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL.ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING 5
WHERE MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC,PROVIDE ACCESS AS PER SECTION M1305.1.3 OF THE RCONYS. LOAD-BEARING CONCRETE BLOCK,GRADE N.ALL MASONRY UNITS SHALL HAVE A MINIlvIUM COMPRESSIVE STRENGTH OF 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33 OF THE RCONYS AND WITH"THE NYS ENERGY CODE. WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD IS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. A5-2 SECTION/DETAIL
1000 PSI.MORTAR SHALL CONFORM TO THE SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE REGULATIONS 1030.1 AND 1030.2 AND WITH THE NEW YORK STATE ENERGY CODE. 10.WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUDS BRIDGED OR ADEQUATELY BRACED
12. REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS TYPE S MORTAR. ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. 2.POWER AND LIGHTING DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,THE NATIONAL BOARD OF FIRE UNDERWRITERS, AT INTERVALS NOT EXCEEDING V VERTICALLY IN AN APPROVED MANOR
AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR 2.COMMON FIREWALLS BETWEEN ATTACHED HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE AND ALL STATE AND LOCAL STANDARDS. yS-1 BUILDING SECTION
A5
13.ALL ELECTRICAL WORK SHALL CONFORM TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE FOUNDATION AND FOOTING AS SHOWN ON DRAWINGS. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. 11.PROVIDE FIRESTOPPING AT ALL WALLS,PARTITIONS,FIREPLACES,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER
SECTIONS R602.8 AND R1001.16 OF THE RCONYS.
BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MIDST BE SUBMITTED TO THE OWNER PRIOR TO 3. CONCRETE MASONRY WALL REINFORCEMENT SHALL BE OF METAL APPROVED BY THE _ _
FINAL PAYMENT 4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION AND APPROVAL OF WIRING,INSTALLATIODNOFFIXTURES TABLE R301.6 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS WINDOW
ARCHITECT.HORIZONTAL,CONTINUOUS TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 12.INSULATION IN ALL EXTERIOR FRAME WALLS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE IERM R-15. INSULATION IN
14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE. COURSE. VERTICAL SPACING OF REINFORCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRRICAL INSPECTORS. ROOF CEILINGS SHALL BE FIBERGLASS BATTS EQUAL TO TRADE TERM R-30. INSULATION AT LIVING SPACE ABOVE GARAGE TO
UNTIL THEY ARE ADEQUATELY ANCHORED TO THE FLOOR AND ROOF SYSTEMS. BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BATTS OF R-15 AT EACH SIDE. ALL INSULATION STRUCTURAL MEMBER ALLOWABLE DEFLECTION ------------- ABOVE
15. REMOVE ALL RUBBISH AND DEBRIS RESULTING FROM WORK SITE TO BIE KEPT IN BROOM CLEAN CONDITION 5.CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, -------------
INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE.
THROUGHOUT ALL PHASES OF WORK. 4.ALL CONCRETE MASONRY UNIT WALLS TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BEDDING. RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH
6. PROVIDE ALL OUTLETS,SWITCHES,DIMMERS,ROUGHING,WIRE,JUNCTION BOXES,ETC TO PROVIDE COMPLETE 13. ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R314 AND R315 OF THE RCONYS:THE MAXIMUM RISER HEIGHT L/180 -- -- GIRDER/BEAM ABOVE
16. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VENEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI SHALL BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9 INCHES,UNLESS OTHERWISE NOTED ON PLANS. STAIRWAYS NO FINISHED CEILING ATTACHED TO RAFTERS
BUILDING CODE REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR.TOOLED JOINTS AS INSTALLATION. SHALL NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE
17. PROVIDE OWNER WITH ALL NECESSARY CERTIFICATES OF INSURANCE. DIRECTED BY ARCHITECT. 7. ALL INTERIOR WIRE SHALL RUN CONCEALED AND ALL EXTERIOR WIRE SHALL BE RUN IN CONDUIT. REQUIRED HEADROOM HEIGHT.HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE o POST U P
18. GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM FROM FINAL 6.FIRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED "MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS, INTERIOR WALLS AND PARTITIONS IV180 ® POST DOWN
ACCEPTANCE BY OWNER AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. 8. OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12 AFF AND SWITCHES 42 OFF. SHALL NOT BE LESS THAN 31.5 WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27 WHERE HANDRAILS ARE PROVIDED ON
BOTH SIDES. FLOORS AND PLASTERED CEILINGS L/360
19. THESE PLANS HAVE BEEN PREPARED IN C031PLIANCE WITH THE MINIMUM STANDARDS OF THE NEW YORK STATE ENERGY 7.FURNISH AND INSTALL MASONRY VENEER METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 9. LABEL PANEL BOARD OF ALL CIRCUITS.
CONSERVATION CODE AND THE RCONYS,REFERANCED STANDARD WFCM 2001. SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. 10. COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC TO AVOID CONFLICT. 14.ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF ALL OTHER STRUCTURAL MEMBERS L/240
MANUFACTURERS,AND IN CONFORMANCE WITH THE RCONYS,INCLUDING THE FOLLOWING:
20.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS WITHOUT WRIITTEN APPROVAL FROM THE ARCHITECT SHALL STRUCTURAL STEEL: 11. COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED CONTRACTOR SMALL BE SOLELY RESPONSIBLE
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. IN THE CONSTRUCTION DOCUMENTS. A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE. BRACE,PLUMB,AND LEVEL ALL MEMBERS EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 FOR MAINTAINING JOB SITE SAFETY DURING
1.ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM WITH ASTM A36. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. THIS PHASE OF WORK&SHALL COMPLY WITH
21. THE CONTRACTOR IS RESPONSIBLE FOR NO'[iF YING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 ALL APPLICABLE FEDERAL,STATE,&LOCAL
OR CONSTRUCTION OF THE WORK 2.THE DESIGN,FABRICATION,AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST B. PROVIDE SOLID SURFACES AT ALL CORNERS AT LEAST 11/4"WIDE IN BOTH DIRECTIONS FOR SECURING SUBFIAORING, REGULATIONS INCLUDING,BUT NOT LIMITED
22.THE LAYOUT OF THE HEATING&COOLING SYSTEMS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND
EDITION OF THE AISC SPECIFICATION. DRYWALL,ETC...FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITH AT LEAST TWO EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 TO,BUILDING CODES,OSHA REGULATIONS,
SHALL COMPLY WITH CHAPTER 14 OF THE RCONYS. 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE BOLTED WITH ASTM 233 E70 SERIES ELECTRODES AND 8D NAILS AT EACH END. LIFE SAFETY CODES,&HAZARDOUS MATERIAL
23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE
A307 BOLTS WITH LOCK WASHERS. NOTE: C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENT AND MECHANICAL REMOVAL&DISPOSAL LAWS.
compliance with RCONYS 2010 OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT
n in comp .
ARCHITECT AND CANNOT BE USED FOR ANY OTHER MEANS 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHIBITIVE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. Design THE CONTRACTOR SHALL INDEMNIFY&HOLD
24,ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF TIRE RCONYS: AGGREGATE GLAZING SHALL NOT BE COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. D.TAIL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND TABLE R301.4 MIN. UNIFORMLY DISTRIBUTED LIVE LOADS (PS 9 HOLD HARMLESS T' HE OWNER,THE ARCHITECT,
LESS THAN 8%OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPETNABLE AREA TO THE OUTDOORS SHALL BE 41/6 OF SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GIRDER &THEIR AGENTS&EMPLOYEES FROM&
THE FLOOR AREA BEING VENTILATED. 5.ALL STRUCTURAL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER IN COMPLIANCE WITH THE AMERICAN USE LIVE LOAD AGAINST ALL CLAIMS,DAMAGES,LOSSES,&
WELDING SOCIETY S STANDARD QUALIFICATION PROCEDURE. E. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH THE EXPENSES ARISING OUT OF RESULTING
25. ASSUME A SOIL-BEARING CAPACITY OF 1 TON AS PER TABLE R401.4.1 OFF THE RCONYS. ANY UNSTABLE SOH)SUBSURFACE RECOMMENDED NAILING SCHEDULE INCLUDED IN THE CONSTRUCTION DOCUMENTS AND AS NOTED: FROM ANY OF THE ITEMS LISSTT ED ABOVE
CONDITIONS WHICH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE 6.ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOTED EXTERIOR BALCONIES 60
CONTINUATION OF WORK ON DRAWINGS. 1. STUDS NOT LESS THAN 2X4 @IF O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. THE CONTRACTOR SHALL VERIFY ALL FIELD
MOISTURE PROTECTION: 2.PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER DECKS 40 CONDITIONS&NOTIFY THE ARCHITECT OF ANY
26. FINISH ROOFING SHALL COMPLY WITH THE MINIMUM STANDARDS OF R902,1 OF THE RCONYS. 3.FRAMING TO SUIT WORK OF OTHER TRADES. CONDITIONS NOT ASSUMED.HE SHALL TAKE&
1.FOUNDATION WALL EXTERIOR SURFACES TO BE PROTECTED FROM BOTTOM OF FOOTING TO WITHIN 12"OF GRADE WITH 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS. BE RESPOSIBLE FOR FIELD MEASUREMENTS
27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R317 OF THE RCONYS: SMOKE THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. 5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETc... PASSENGER VEHICLE GARAGES 50 AS REQUIRED
ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM,OUTSIDE OF EACH;SEPARATE SLEEPING AREA IN THE IMMEDIATE
VICINITY OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASEMENTS/CELLARS,BUT NOT F. SUBFLOORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAIL WITH 6D COMMON NAILS @6"O.C. ATTICS WITHOUT STORAGE 10 THE ARCHITECT SHALL BE MELD HARMLESS BY
INCLUDING CRAWL SPACES AND UNINHABITADLE ATTICS. 2.ALTERNATE MATE FOR FOUNDATION WALL PROTECTION A RUBBERIZED ASPHALT INTEGRALLY BONDED TO ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS,BREAK JOINTS IN ADJACENT COURSES. LOCATE END ANY AGENCY FOR ANY"ERRORS&OMISSIONS"
I'OLYETIHYI.ENESHEET BITUTHENE AS MANUFACTURED BY W.R.GRACE COMPANY OR APPROVED EQUAL. INSTALLATION TO JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE. UNDERLAYMENT,WHERE REQUIRED, ON THESE DOCUMENTS
28.BUILDING STRUCTURAL MATERIALS OR ASS DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R323 OF COMPLY WITH MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS.EXTRA PRECAUTIONS CE OF THE WORK PROVISIONS ARE REQUIRED SHALL BE SBaARLY INSTALLED,
ATTICS WITH STORAGE 2O
THE RCONYS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
29. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS FOR'.THE PROPER COMPLETION OF THE WORK ANY 3.TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R324 OF THE RCONYS. G.ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER ROOMS OTHER THAN SLEEPING ROOMS 40 "METHODS&MEANS"OF CONSTRUCTION.THE
SUPPORTS AND STAGGER JOINTS.PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WHEN SPACING OF THE SUPPORTS ARCHITECT IS NOT RESPONSIBLE FOR FIELD
OMISSION IN THE DESCRIPTION DOES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN IS 24"O.C. SUPERVISION.
ACCORDANCE WITH ACCEPTED PRACTICE. 4. FLASHING TO BE PROVIDED AT ALL HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS SLEEPING ROOMS 30
INCLUDING ALL INTERSECTIONS OF ROOVES WITH VERTICAL OR SHAPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND H.FURRING,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SUPPRTING SURFACE.
30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK'THAT DOES NOT CONFORM TO THE DRAWINGS. OTHER ROOF PENETRATIONS.MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TO BE 16 OUNCE COPPER AND SILL
THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. FLASHING AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED. BLIND FLASH 15.ALL FIAOR TO BE COVERED WITH CARPET SHALL HAVE ONE LAYER OF 3/4"UNDERLAYMENT BOARD OR OTHER STAIRS 40
WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF JUNCTURES. COORDINATE INSTALLATION OF ALL FLASHING WITH APPROVED EQUAL OVER SUBFLOOR FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF
31. THE CONTRACTOR IS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FINAL,REVISED PUNCH LIST AT THE CARPENTRY,MASONRY,AND ROOFING TRADES. 3/4"PLYWOOD SUBFIAOR GUARDRAILS AND HANDRAILS 200
CLOSEOUT OF THE CONSTRUCTION.
5. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS.UNITS 16.ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN
32,THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE(OF THE WORK OF THE GENERAL CONTRACTOR TO BE ALIGNED WITH SLOPING ROOF TRUSSES. OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL SHALL BE STOCK-PILED ON WOOD DUNNAGE IN A RELATIVELY FLAT, RETAIN STORM WATER RUNOFF
OR SUBCONTRACTORS NOR SHALL HE/SHE GUARANTEE THE PERFORMANCIE OF THEIR CONTRACTS. 6.CAULK AND SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE DRY AREA THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. PURSUANT T 2 CHAPTER 236
33. IF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE BARRIER AGAINST PASSAGE OF MOISTURE AND AIR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR OF THE TOWN CODE. S��a A NNRCy��
ARCHITECT PRIOR TO CONTINUATION OF THE WORK. A r PROVED AS NOTED
34. BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY
ESCAPE&RESCUE OPENING AS PER SECTION R:'l 10 OF THE RCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHALL HAVE A l8 � ) '
SILL HEIGHT OF NOT MORE THAN 44"ABOVE TF!E FLOOR AND SHALL HAVE.A MINIMUM NET CLEAN OPENING OF 5.7 SQUARE D ti T E ��-B.P.#
FEET. FEE . d Z). 6Y (P
35. PROVIDE SAFETY GLAZING AS PER TECTION'R308OF THE RCONYS FOR A�LLHAZARDOUS AREAS DEFINED UNDER SECTION TABLE R301.2 ( 1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA NOT!FY BUILDING DEPARTMENT AT y o?97 3-A
OQ-
��. 4 y
R308.4 OF THE RCONYS: ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHAILL BE TEMPERED. -v..,_�802 8 AM TO 4 PM FOR THE r
WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD FOLLOWING INSPECTIONS OF NEB
36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MECHANICAL STSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE GROUND DESIGN DESIGN UNDERLAYMENT FLOOD 1. F 0 U N DAT I ON-TWO REQUIRED
RCONYS. SNOW LOAD SPEED(MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMP. REQUIREMENT HAZARDS FOR POURED CONCRETE
37.FIREELOCKING SHALL BE PROVIDED To cur OFF ALL CONCEALED DRAIFT OPENINGS(BOTH VERTICAL AM HORIZONTAL) 2, ROUGH-FRAMING,PLUMBING,
AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND THE ROOF SPACE ASPER 20 PSF 120 B SEVERE 36" M-H SM 110 YES X STRAPPING,ELECTRICAL&CAULKING
SECTION R602.8 OF THE RCONYS. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R314.8 OF THE RCONYS. 3. INSULATION
CHIMNEYS AND FIREPLACES SHALL COWLYWITH SECTION R1001.16 OF THE RCONYS. 4 FINAL-CONSTRUCTION&ELECTRICAL
MUST BE COMPLETE FOR C.O.
38.GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE RCONYS: OPENINGS BETWEEN THE GARAGE AND ALL CONSTRUCTION SHALL MEET THE
RESIDENCE SHALL BE EQUIPPED WITH A45-MINUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH ASELF-CLOSING DEVICE, REQUIREMENTS OF THE CODES OF NEW PROPOSED STABLE FOR THE:
DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE YORK STATE. NOT RESPONSIBLE FOR SHALL BE CONSTRUCTED OF A MINHUM NUMIIER 26 GAGE SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE, DESIGN OR CONSTRUCTION ERRORS. I N E O RESIDENCE
WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC,THE
PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR.FIRE-RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO
SEPARATE THE GARAGE FROM THE RESIDENCE OF ITS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED WITH ONE LAYER 2465 GAB R I E L LA COURT
OF 5/8"THICK TYPE"X"GYPSUM BOARD INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.E OF THE , + q', ^(' >�r j
RCONYS. OPENINGS IN HORIZONTAL SEPARATIONS SHALL NOT BE PERMITM EXCEPT WHERE THE RESIDENCE IS OTHERWISE TABLE 4A WFCM01: BA81C DESIGN VALUES FOR VISUALLY GRADED LUMBER ( p� MATTITIUCK, NY 11952
PROTECTED BY VERTICAL SEPARATIONS. I
J i Pl
TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING ,
39.NON-HABITABLE SPACES SHALL COMPLY VoITH SECTION R303OF THE RICONYS. SPECIES& BENDING '� i-4 4.°.s I°4L /� €.., :i .�� r'�y`I-y ISSUED FOR: BUILDING PERMIT
COI.GRADE SIZE PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES � F-
40. PROVIDE 6 MI,POLYETHYLENE VAPOR BAP.RIER UNDER CONCRETE SLABS. ) TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY
41. ALL WORK SHALL COMPLY WITH THE NEW PORK STATE FIRE PREVENTIION AND BUILDING CODE. DOUG-FIR#2 2"+ 875 $75 95 625 1300 1,600,000 WWWPA PROPOSED STABLE
TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5"X5"AND LARGER) ELECTRICAL
INSPECTION REOUIREC KERI KAZEL ARCHITECT P.C.
SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING #2 WINDEMERE COURT; P.O. BOX 169
COM.GRADE SIZE PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULES SPEONK, NEW YORK 11972
TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) AGENCY PHONE:631-874-2925 FAX:631-874-7377
DOUG-FIR#2 POSTS& 750 475 85 625 700 1,300,000 WCLIB
TIMBERS
DATE: FEBRUARY 27, 2012
SCALE: 1/4"=V-0" Al
PROJECT NO.
NOTES:
STABLE AREA: 432 SQ. FT.
33" 5'-8411" ,- „ „ „ „ 5'-8-1" 34" 6"TRIM OVER 2-2x 12 FASCIA BDS
S-1 12
12
M� M�
------------ ------- ---- ------------- ------------- ------------- -------- ---
4x 4 P.T. SOFFIT SYMBOL LEGEND
BRAKETS-61 O.C.
4x 4 POSTS ON 12"DIA.
' SONOTUBE PIERS TYP. '
in ( ) to I
SEE DETAIL THIS SHEET. I _ _ _ _
I 33„ 1 V-8-1" �_ " 11'-81„ 134" ! Jll l lllll 11 EARTH
�' �I =
I . POURED CONCRETE
I I
1 I
RUBBER MAT FLOORING '
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TO REMAIN
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------------- --- - ---- ------------- ------------- ------------- -------- l _J
L_J
4 x 7 DUTCH 4 x 7 DUTCH
STABLE DOORS STABLE DOOR 2 x CLG/FL JSTS.
PROPOSED STABLE - @ 16"O.C. - JOISTS ABOVE
33„ 5,_81„ 6-0 5,_81„ 33„
61 _ PROPOSED STABLE FRONT ELEVATION. RIGHT ELEVATION5, A5-2 SECTION/DETAIL
SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"
S-1 S-1 BUILDING SECTION
A2
A5
PIROPOSED STABLE FOUNDATION PLAN WINDOW
TYPICAL ROOF CONSTRUCTION:
SCALE: 1/4"=1'-0" 30 YEAR SHINGLES TO EESE CTUECT D BY OWNER.L ASPHALT ____________= ABOVE
,_ „ 6"TRIM OVER 2x 12 FASCIA BIDS ICE&WEATHER SHILED OVER ENTIRE ROOF —- -
1/2"CDX PLYWOOD SHEATHING — GIRDERIBEAM ABOVE
2X10 RAFTERS @16"O.C. U.N.O.
33" 51 ,_ „ ,_ „ 6,-()Iv ,_ „ V-81„ 3 "
p POST UP
S-1 21 12 1 ® POST DOWN
A2
M - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - r%
_—
____e=----- -_------ iT7-
------- ------ ----
M�� CONTRACTOR SHALL BE SOLELY RESPONSIBLE
2-2x 10 CONTINUOUS HEADER FOR MAINTAINING JOB SITE SAFETY DURING
THIS PHASE OF WORK&SHALL COMPLY WITH
�I TYPICAL WALL CONSTRUCTION: ALL APPLICABLE FEDERAL,STATE,&LOCAL
°0 T1-11 PLYWOOD SHEATHING REGULATIONS INCLUDING,BUT NOT LIMITED
4x 4 POSTS (TYP) ui 2x 4 PURLINS- 16" O.C.VERTICALLY TO,BUILDING CODES,OSHA REGULATIONS,
LIFE SAFETY CODES,&HAZARDOUS MATERIAL
33" 1 V-81" iL 12,_ " 1 V-81" 34" s REMOVAL&DISPOSAL LAWS.
° r°I AtN =
CN STALL #1 STALL #213
STALL #3 THE CONTRACTOR SHALL INDEMNIFY&HOLD
HOLD HARMLESS THE OWNER,THE ARCHITECT,
&THEIR AGENTS&EMPLOYEES FROM&
AGAINST ALL CLAIMS,DAMAGES,LOSSES,&
2x STALL SEPARATORS _ GRADE GRADE EXPENSES ARISING OUT OF OR RESULTING
FROM ANY OF THE ITEMS LISTED ABOVE
I I I I I I I I I I I 1 I I I I I I i i
2-2x 10 CONTINUOUS HEADER in -
1
1 I I i I I 1 I I I I I I I i I I I 1 1 THE CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS&NOTIFY THE ARCHITECT OF ANY
MI cMl MI I I I I I I I I I I I I 1 1 I I I 1 I I
1 M ch __J J CONDITIONS NOT ASSUMED.HE SHALL TAKE&
-- - - - - - -�---- - - - - —- BE RESPOSIBLE FOR FIELD MEASUREMENTS
y7o
a n uoAS REQUIRED
I ' ' 4x7 " I 4 x7 PROPOSED STABLE THE ARCHITECT SHALL BE HELD HARMLESS BY
ANY AGENCY FOR ANY"ERRORS&OMISSIONS"
1 1 I I I III 4x 4 SOFFIT BRACKETS_" - _- - _- - ' _ - _- - _ " _- - =- - - I - _- - - 1 '_ - _- - = II LEFT ELEVATION PROPOSED STABLE REAR ELEVATION ON THESE DOCUMENTS
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
33" 4'-31" 1�' 4� „ 4'-31" V-81" 4'-32" 1'-81" 5'-81" 34" "METHODS&MEANS"OF CONSTRUCTION.THE
_ SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ARCHITECT IS NOT RESPONSIBLE FOR FIELD
361-011 SUPERVISION.
2-2x 12 CONTINUOUS HEADER S-1
A2
PROPOSED STABLE FLOOR PLAN
SCALE: 1/4"=1'-0" ��RED Cy
NN
SIMPSON H2.5A �� ��• ��
TYPICAL ROOF CONSTRUCTION: HURRICANE TIE @ EACH
S-1 30 YEAR ARCHIITECTURAL ASPHALT RAFTER TO HEADER * °
SHINGLES TO BE SELECTED BY OWNER. CONNECTION
ICE&WEATHER SHILED OVER ENTIRE ROOF 2x 10 ROOF RAFTERS N�
1/2" CDX PLYWOOD SHEATHING '9j. 029743-� y0�
I 7 T � -� 111111 1 Tl IT 71 I fill 7i III �¶- 7� TT F �-n �� q T� I PROVIDE SIMPSON H2.5A 2X10 RAFTERS @16" O.C. U.N.O. @ 16"O.C. �OF NEB
HURRICANE TIE @ EACH °
RAFTER TO HEADER CONNECTION 212
11 Id III lill "TRIM OVER 2-2x 12 CONTINUOUS HEADER4\ °
2x 12 FASCIA BIDS 2-2x 10 CONT. HEADER.
VENTED SOFFIT (TYPICAL) °e
PROVIDE SIMPSON BC4 °
TYPICAL ROOF CONSTRUCTION: 11 Hill III POST CAP @ EACH 4x 4 POST 2-2x 10 CONT. 4x 4 P.T. SOFFIT BRAKETS-61 O.C.
C3 SEE DETAIL THIS SHEET SIMPSON BC4 POST
ASPHALT SHINGLES 0 HEADER. = CAP @ EACH 4x 4 POST PROPOSED STABLE FOR THE:
ICE&WEATHER SHIELD s -•I 2x 6 BLOCKING AT 4x 4 SOFFIT BRACES
1/2"CDX PLYWOOD SHEATHING `r° TYPICAL WALL CONSTRUCTION: STALL #3 a 4x 4 P.T. POST M I N EO RESIDENCE
2x 10 RAFTERS @16 O.C. LL ! T1-11 PLYWOOD SHEATHING ��
0 2x 4 PURLINS- 16" O.C.VERTICALLY SIMPSON ABW44Z
STANDOFF POSTS BASE e 2465 GABRIELLA COURT
Ncc 4x 4 P.T. POSTS @ EACH 4x 4 POST MATTITIUCK NY 11952
PROVIDE SIMPSON ABW44
STANDOFF POSTS BASE @ RUBBER MAT FLOORING
OVER COMPACTED EARTH " DIAMETER ANCHOR
EACH 4x 4 POST (TYPICAL) :•I I , '.; ' . -
_ - - - - BOLT EMBEDDED 7"MIN. r:.>; ".- ISSUED FOR: BUILDING PERMIT
IT IT 11 1T T >Y III 11 T T� -17T �1 7 I Tr � TI I � T17TT( 7- TI �f-11 IT11 SEE DETAIL THIS SHEET G iI�IIDIIE, Ill n n �1111 �= z +u-11- _�_L_II 1�u- �-II_I1I�=III- i I_III_I_I�u_ Tn
1=llLlll1Wlll�l m-1.,�lll�lll lull -1! IIIII �� � l 111 1i� "
u-Sul=1 -u, a- il 12 DIAMETER
W -�-_ .,qr,' -wi 11�JLi - Ti=111-LIB:`i
IND miI l .... u L I �-ll"' -: :If'mu IL ' SONOTUBE PIER PROPOSED STABLE
,�I-
I I t I I I I I I I' ` ll=t 1=1 1- 1 o: 1-1�11
� - :;:;: -'I r TO 36" BELOW GRADE.
11 11 fill 111111 11 fill 11 ltrfll Hfi 11 nr 11 Hn 11 11H llln � I #�fflll! T1 12 DIAMETER SONOTUBE PIER rlr- _Irl �r�_� u
" �IIH�LIII—III�III�II� r,—�1J1ll-1 `IPI I-III— I
TO 36 BELOW GRADE. itlul ru �uu
ll u
KERI KAZEL ARCHITECT P.C.
S-1
#€2 WINDEMERE COURT; P.O. BOX 169
SPEON BUILDING SECTION ANCHORING DETAILS , NEWYORK11972
PROPOSED STABLE ROOF PLAN Sl : PHON PHONE:E:631-874-2925 FAx:631-874-7377
KERI@KERIKAZEL.COM
SCALE: 1/4"=1'-0" SCALE: 1/4"=1 '-0" NTS
DATE: FEBRUARY 27, 2012
SCALE: 1/4"=V-0" A2
PROJECT NO.
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 iCAP (WHERE APPLICABLE)
UPLIFT STRAP CONNECTION REQUIREMENTS NAILING SCHEDULE (WFCK
NOTE: (ROOF-TO-WALL, WALL-TO-WALL, AND WALL-TO-FOUNDATION)
REFER TO TABLE 3.3B AND USE (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.3) TABLE 3.3 JOINT DESCRIPTION #OF COMMON NAILS NAIL SPACING REMARKS
1-1/4"X 20 GAGE STRAP
FASTEST-MILE WIND SPEED ROOF RAFTER OR TRUSS CONNECTION REQUIREMENTS ROOF FRAMING
(MPH) RAFTER TO TOP PLATE TOE-NAILED 8d PER RAFTER
FASTEST-MILE WIND SPEED MP CEILING JOIST TO TOP PLATE (TOE NAILED) 8d PER RAFTER
•� CEILING JOIST O PARALLE RAFTER FACE-NAILED 1 16d EACH LAP PER HEEL JOINT SPLICE
•, *90 100 10 120 EILING OI TS LAPS OVPARTITION (FACE-NAILED) (1 16d EACH LAP PER HEEL JOINT SPLICE
*90 1100 110 120 COLLAR TIE TO RAFTER (FACE-NAILED) SEE NOTE 2. 4 10d PER TIE
•' FRAMING SPACING ROOF SPAN NUMER OF 8D COMMON NAILS IN EACH BLOCKING TO RAFTER TOE-NAILED 8d EACH END
(IN.) (FT.) END OF 1-1/4"X 20 GAGE STRAY 1z RAFTER/TRUSS ROOF SPAN U° L` S U' L" S U, I I! I S Up L S RIM BOARD TO RAFTER END-NAILED 16d EACH END SYMBOL LEGEND
1 12 2 2 3 3 SPACING(IN.) F.) REQUIRED CAPACITY OF CONNECTION(LBS) WALL FRAMING
I
°1 16 2 2 3 4 12 145 143 210 198 17(6 210 256 213 210 320 254 210 TOP PLATE TO TOP PLATE FACE-NAILED 16d PER FOOT -
20 2 3 3 4 16 178 243 316 395 TOP PLATE AT INTERSECTION FACE-NAILED 4 16d JOINTS-EACH SIDEJill---lll1=_Tlil- EARTH
12 24 2 3 4 $ 20 212 289 375 469 STUD TO STUD FACE-NAILED 16d 24"O.C. II=LI=III 1=11TI
12 24 245 335 435 545 HEADER TO HEADER (FACE-NAILED) 16d D ES
28 3 3 4 5 28 279 381 495 620 TOP OR BOTTOM PLATE TO STUD 16d-2"M" ,
3 16d-2"x6" PER STUD
32 3 4 5 6 32 312 428 555 69s POURED CONCRETE
36 3 4 5 7 36 346 474 615 770 (END-NAILED) 4 16d-2"x8" '
BOTTOM PLATE TO FLOOR JOIST BAND (2) 16d PER FOOT IF WALL SHTHG.'IS CONT.OVER CONNECTED
12 193 191 280 264 23:5 280 341 284 280 427 339 280 JOIST END JOIST BLOCKING FdCE-NAILED MEMBERS USE 1 16d/FT.
12 2 3 3 4 16 238 325 421 526 NEW WALL
16 2 3 4 5 20 282 386 500 626 FLOOR FRAMING
3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY--NTS 20 3 4 4 5 16 24 327 447 580 726 JOIST TO SILL. P PLATE OR GIRDER (TOE-NAILED) (4 8d PER JOIST
16 24 3 4 5 6
28 371 509 660 826 BRIDGING TO JOIST (TOE-NAILED) 8d EACH END I EXISTING STUD WALL
RAFTER OR TRUSS TO WALL STUD UPLIFT CONNECTIONS SHALL BE IN32 416 570 740 927 BLOCKING TO JOIST (TOE-NAILED) 8d EACH END
ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.3 OR TABLE 3.3B. 28 3 4 6 7 36 461 632 1 1 820 1027 BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 16d EACH BLOCK TO REMAIN
WHEN RAFTERS OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELAW, 32 4 5 6 8 1 LEDGER STRIP TO BEAM FACE-NAILED 3 16d EACH JOIST
36 4 5 7 - 12 232 229 336 316 28:2 336 410 341 360 512 406 360 JOIST ON LEDGER TO BEAM TOE-NAILED 3 8d PER JOIST
RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND 16 285 390 505 631 BAND JOIST TO JOIST END-NAILED 16d PER JOIST
THE WALL TOP PLATE SHALL BE ATTAMED TO THE WALL STUD WIUH 20 339 463 601 751 BAND i ILL R PLATE (TOE-NAILED) 16d PER JOIST2 x CLG/FL JSTS.
UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.3. 12 2 3 4 5 19.2 24 392 537 696 871 JOISTS ABOVE
16 3 4 4 5 28 446 610 792 992 @ 16 O.C.
32 499 684 888 1112 ROOF SHEATHING
19.2 20 3 4 5 6 36 553 758 984 1232 " 4"O.C.@ EDGES&FIELD AT GABLE ENDWALL
24 4 5 6 7 STRUCTURAL PANELS 8d I RAKE6 EDGES/12=FIELD
28 4 5 7 8 12 290 286 420 396 35:2 420 512 426 420 640 508 420 5
32 4 6 7 - 16 356 487 631 789 CEILING SHEATHING A5-2 SECTION/DETAIL
36 5 6 8 - 20 423 579 751 939 GYPSUM WALLBOARD 1 1/2"DRYWALL SCRE S 7"EDGE/10"FIELD F TYPE W OR S SCREWS MIN.5 8"PENETRATION
24 24 490 671 870 1089
28 557 763 990 1239 S-1 BUILDING SECTION
12 3 4 5 6 32 624 855 1110 1390 WALL SHEATHING
16 3 4 5 7 36 691 947 1230 1540 STRUCTURAL PANELS 8d E IEL A5
NOTE: 20 4 5 6 8 GYPSUM WALLBOARD 1 1 1/2"DRYWALL SCREVVS D 1 "FI LD I TYPE W OR S SCREWS/MIN.5/8"PENETRATION
_ - WINDOW
REFER TO TABLE 3.3B AND USE
24 24 4 6 7 - U = CONNECTOR UPLIFT LOAD. -
1-1/4"X20 GAGE STRAP _ FLOOR SHEATHING
28 5 6 8 - L - CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)
32 5 7 - - S = CONNECTOR SHEAR LOAD. (PARALLEL TO THE WALL) STRUCTURAL PANELS 1"OR LESS 8d 6"EDGE/12"FIELD ------------- ABOVE
• 36 6 $ _ _ STRUCTURAL PANELS GREATER THAN 1" 10d 'EDGE "FIELD -------------
'TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD(OF 10 PSF(2/3 x 15 PSF).
•• °° °° i 'TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE;PERMITTED TO BE MULTIPLIED BY 0.70 AND 0.85,REPECTIVELY,FOR UPLIFT CONNECTIONS - - -- GIRDER/BEAM ABOVE
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF PSF(2/3 x 15 FRAMINGNOT ROOF TO WALL/WALL TO WALL/WALL TO SILL 3 8d EACH END OF T CH RAFTER/STU USE 1 1/4"STRAP. SEE NOTES 3,4
• °' °p PSF). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO LOCATED WITHIN 8 FEET OF BUILDING CORNERS. ANCHOR BOLTS BOTTOM SILL TO FOUNDATION 1/2"0 MINIM M I Z-6"O.C. M M
THE ROOF ASSEMBLY,THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 1 NAIL AT EACH END 'TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS. WHEN CALCULATING UPLIFT LOADS,FOR WALL-TO-WALL OR o POST UP
OF THE STRAP. FOR EACH 5 PSF INCREASE IN STRUCTURAL ROOF/CEILING DEAD LOAD,THE TABULATED WALL-TOTOUNFATION CONNECTIONS,TABULATED UPLIFT VALUES SHALL BEPERMITTED TO BE REDUCED BY 66 PLF(213 x 100 PLF)FOR EACH FULL
LL
NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED BY I NAIL. 'TA1ABUTATE. ® POST DOWN
TLATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33',FEET.FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS,THE TABULATED
1 FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS,THE TABULATED NUMBER OF NAILS VALUES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.80.
SHALL BE PERMITTED TO BE REDUCED BY 1 NAIL AT EACH END OF THE STRAP FOR EACH FULL WALL ABOVE.
LIMITATIONS TO CONNECTION REQUIREMENTS:
THE CONNECTIONS LISTED IN THIS TABLE ARE SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN CONTRACTOR SHALL BE SOLELY RESPONSIBLE
METHOD OF THE ANSI / AF&PA WOOD FRAME CONSTRUCTION MANUAL-2001, PROVIDING THE FOLLOWING FOR MAINTAINING JOB STTE SAFETY DURING
CONDITIONS ARE MET:
TABLE 3.2B
THIS PHASE OF WORK&SHALL COMPLY WITH
• °° ALL APPLICABLE FEDERAL,STATE,&LOCAL
SILL OR BOTTOM PLATE TO FOUNDATION ANCHIOR BOLT REGULATIONS INCLUDING,BUT NOT LIMITED
• °° TO,BUILDING CODES,OSHA REGULATIONS,
CONNECTIONS RESISTING UPLIFT
1. STRUCTURE UNDER CONSIDERATION IS LOCATED WITHIN A MAXIMUM 3-SECOND GUST WIND LIFE SAFETY CODES,&HAZARDOUS MATERIAL
pp (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) SPEED ZONE OF 120MPH OR LESS. REMOVAL&DISPOSAL LAWS.
,> 2. STRUCTURE LOCATED IN EXPOSURE CATEGORY B. THE CONTRACTOR SHALL INDEMNIFY&HOLD
8 END ZONES INTERIOR ZONES 3. MAXIMUM SF�� E HEIGHT = 33'-0". (MEAN GRADE LEVEL TO MEAN ROOF LEVEL)
DSMSII'-MILE WIND SPEED F TEST MILE WIND SPEED 4. MAXIMUM OR JOIST SPAN = 26'-0". HOLD HARMLESS THE OWNER,THE ARCHITECT,
3.2.2.2WALLASSEMBLYTOWALLASSEMBLY -NTS , ."H) (MTI� 5. MAXIMUM WALL HEIGHT = 0'-010'- ( (LOAD BEARING WALL) &THEIR AGAINST ALLCLAIMS DLOYEES FROM&
AMAGES,LOSSES,&
= 20'-0 (NON-LOAD BEARING WALL)
90 1(00 110 120 90 100 I10 120 6. MAXIMUM ROOF RAFTER SPAN = 24'-0". EXPENSES ARISING OUT OF OR RESULTING
WALL STUD TO WALL STUD UPLIFT CONNECTIONS SHALLBEIN 7. MAXIMUM FLOOR JOIST SPACING, WALL STUD SPACING, ROOF RAFTER SPACING = 16"O.C. FROM ANY OF THE TTEMS LISTED ABOVE
ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.3ORTABLE ANCHORBOLT FOUNDATION MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT 8. ROOF SLOPE TO BE BETWEEN 4/12 AND 12/12 INCLUSIVE.
3.313. WHEN STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, CONNECTION SUPPORTING SPACING(IN.) SPACING(IN.) 9. ROOF RAFTERS AND WALL STUDS ARE IN ALIGNMENT CONTINUOUSLY FROM ROOF TO FOUNDATION. THE CONTRACTOR SHALL VERIFY ALL FIELD
THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE SILL PLATE TO FOUNDATION 10. MAXIMUM BUILDING DIMENSION IN ANY DIRECTION = 80'-0" CONDITIONS&NOTIFY THE ARCHITECT OF ANY
FLOOR ASSEMBLY WITH THE UPLIFT CONNECTIONS IN ACCORDANCE (CRAWL SPACE OR BASEMENT) 1-3 STORIES 72 T2 72 72 72 72 O 72 11. MINIMUM ASPECT RATIO OF BUILDING = 1:4 ; MAXIMUM ASPECT RATIO = 4:1. CONDITIONS NOT ASSUMED.HE SHALL TAKE&
WITH TABLE ' WALL BOTTOM PLATE TO FOUNDATION
BE RESPOSIBLE FOR FIELD MEASUREMENTS(SLAB-ON-GRADE) 1-3 STORIES 40 313 28 25 51 42 36 32 AS REQUIRED
ADDITIONAL NOTES:
THE ARCHITECT SHALL BE HELD HARMLESS BY
1.ALL NAILING&FASTENING IN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE WITH THE ANY AGENCY FOR ANY"ERRORS&OMISSIONS"
LATEST EDITION OF THE RESIDENTIAL BUILDING CODE OF THE STATE OF NEW YORK&WOOD FRAME ON THESE DOCUMENTS
CONSTRUCTION MANUAL(WFCM)2001 HIGH WIND EDITION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR
NOTE. �m 2.COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2x6 MINIMUM AND SHALL BE "METHODS&MEANS"OF CONSTRUCTION.THE
THIS AREA IS IN A'� H WIND ZONE LOCATED WITHIN THE TOP 1/3 OF THE ATTIC SPACE. 1 1/4"RIDGE TENSION STRAPS MAY BE USED IN LIEU OF ARCHITECT IS NOT RESPONSIBLE FOR FIELD
COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP AS FOR COLLAR TIE. SUPERVISION.
NOTE: 3.ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM 1 1/4"x 20 GAGE ASTM
REFER TO TABLE 3.311 AND USE ( A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE HOT-DIPPED
1-1/4"X 20 GAGE STRAP GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM GI 85 OR Z450 GALVANIZED STEEL.
4.CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO FOUNDATION WALL OR
NOTE: LAPPED UNDER BOTTOM PLATE.
p. p•
°° °• 5.BLOCKING ALL NAILING & FASTENING FOR THIS PROJECT FLOOR FRAMING. NAIL A PL BE ER ED SCHEDULE.LINDER FLOOR PANEL EDGES WHERE PANELS ARE PERPENDICULAR TO
°° .• p•
°o °• SHALL BE IN ACCORDANCE WITH 2O01 EDITION `5���pNNN
:e OF THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) �cv�' �`��` �✓�n�,p°
4
°
°.•° :° °p
0 o po
° �'9�F 029743'1
Vv
NOTE: N
°
REFER TO TABLE 3.2A AND USE TABLE 4A WFCM01: BASIC DESIGN VALUES FOR VISUALLY GRADED LUMBER
d a as 1-1/4"X 20 GAGE STRAP
° ° a °d SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING
a d, ° a a.
COM.GRADE SIZE (Fb) TO GRAINPARALL(Ft) TO GRAINPARALL EL(Fv) PERPENDICUL TO GRAIN(FAR
TO GRAINNPARALL (F c) ELASTICITY AGENRULCY e
. ° • 4.• . a ° . a • . a. ., . TABLE 3.2B
d ° e WCLIB
A 4 BOTTOM PLATE TO FOUNDATION CONNECTIONS ANCHOR BOLTS DOUG-FIR#2 2"+ 875 575 95 625 1300 1,600,000
( ) WWPA
d. ° ' PROPOSED STABLE FOR THE:
d " RESISTING LATERAL & SHEAR LOADS FROM WIND TABLE 4D WFCM01: DESIGN VALUES FOR VISUALLY-GRADED TIMBERS (5 X5"AND LARGER)
a (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.2) a M I N EO RESIDENCE
SPECIES& BENDING TENSION SHEAR COMPRESSION COMPRESSION MODULUS OF GRADING
a.dJA THREE SECOND GUST WIND SPEED(MPH) 85 90 100 110 120 130 140 150 ° COM.GRADE SIZE ) PARALLEL PARALLEL PERPENDICULAR PARALLEL ELASTICITY RULE 2465 GABRIELLA COURT
4.
' TO GRAIN(Ft) TO GRAIN(Fv) TO GRAIN(Fc) TO GRAIN(Fc) (E) MATTIT I U CK, NY 11952
BOTTOM PLATE TO FOUNDATION ANCHOR a g
3.2.2.3 WALL ASSEMBLY TO FOUNDATION-N'TS BOLT CONNECTION RESISTING FOUNDATION SUPPORTING MA3GMUM ANCHOR BOLT SPACING(IN.)12,3,4 ° . ' a DOUG-FIR#2T�EI 750 475 85 625 700 1,300,000 WCLIB
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDAITION,
SILL PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS 1/2"ANCHORBOLTS ISSUED FOR: BUILDING PERMIT
OF TABLE 3.2 OR TABLE 3.313(SEE FIGURES 3.1 A-E).WHEN TABLE 3313 IS 1-3 STORIES 30" Qd
USED,A MINIMUM OF I I"x 20 GAGE STEEL STRAP SHALL BE NAUMD TO THE LATERAL AND SHEAR LOADS .41
STUDS IN ACCORDANCE WITH TABLE 3.311. STEEL STRAPS SHALL HAVE A 5/8"ANCOR BOLTS PROPOSED S TA B L E
M MMMff EMBEDMENT OF 7INCHES ON CONCRETE FOUNDATIONS AND 1-3 STORIES 45" 3.2.1.7 WALL ASSEMBLY OR SILL PLATE TO FOUNDATION-NTS
SLABS-ON-GRADE,15 INCHES IN MASONRY BLOCK FOUNDATIONS,IOR BE SELL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION
LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TAMLE 3.311 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 SYSTEM IN ACCORDANCE 1WTH THE REQUIREMENTS OF TABLE 32A OR TABLE 3.213.
(SEE FIGURES 3.1 A-C). WHEN STEEL STRAP IS LAPPED UNDER THE(BOTTOM 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT,LATERAL,AND SHEAR LOADS THE MAXIMUM ANCHOR BOLT SPACING WHEN TABLE 3.2A IS USED;,ANCHOR BOLTS SHALL HAVE A MIMMUM BOLT DIAMETER KE R I KAZE L ARCHITECT P.C.
PLATE,3-INCH SQUARE WASHERS SHALL BE USED ON THE ANCHOR BOLTS SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS(TABLE 3.2C)OR LATERAL AND SHEAR LOADS OF 1/2 INCH.A MNMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 #2 W I N D E M E RE COURT; P.O. BOX 169
AND ANCHOR BOLT SPACINGS SHALL NOT EXCEED THE REQUMEMIENTS (TABLE 3.2B)FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTIONS 3.2.1.7 AND 3.2.2.3 INCHES OF EACH END OF EACH PLATE. ANCHOR BOLTS SHALL HAVE A MINIMUM
SPECIFIED IN TABLE 3.213. STEEL STRAPS EMBEDDED IN OR IN CONIFACT WTIH 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUME WALLS ARE SHEATHED IN ACCORDANCE EMBEDMENT OF 7 INCHES IIN CONCRETE FOUNDATIONS AND SLABS-ON-GRADE OR 15 S PEONK, NEW YORK 11972
SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL BE H(OT-DIPPED WITH SECTION 3.4.4.2. FOR OTHER WALL SHEATHING TYPES,THE TABULATED ANCHOR BOLT SPACING SHALL BE MULTIPLIED INCHES IN MASONRY BLOCK FOUNDATIONS(SEE FIGURES 3.1 A-0.ANCHOR BOLTS PHO N E:631-874-2925 FAX:631-874-7377
GALVANIZED AFTER FABRICATION,OR MANUFACTURED FROM GAILVANIZED BY THE APPROPRIATE SHEATHING TYPE ADJUSTMENT FACTOR IN TABLE 3.17D BUT IN NO CASE SHALL ANCHOR BOLT SPACING SHALL BE LOCATED WITHIN 12 INCHES OF CORNERS AND AT SPACINGS NOT EXCEEDING KERI@KERIKAZEL.COM
STEEL COATED WITH A MINIMUM OF 1.8 OZ.OF ZINC PER SQUARE FOOT OF EXCEED SIX FEET ON CENTER. THE REQUIREMENTS SPECIFIED IN TABLE 3.213. SILL PLATE OR BOTTOM PLATES SHALL
STEEL,DETERMINED BY USING THE ATSM A 90 TRIPLE SPOT TEST. 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH,WITH A TABULATED LATER VALUE FROM TABLE 3.5 HAVE FULL BEARING ON TIE FOUNDATION SYSTEM.
GREATER THAN 262 PLF,LATERAL CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 DATE: FEBRUARY 27, 2012
SCALE: 1/4"=1'-O" A3
PROJECT NO.