HomeMy WebLinkAbout34615-ZFORM NO~ 4
TOW/~ OF SOUTHOLD
BUILDING DEPD~qTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-33700 I~%te: 05/08/09
THIS ~E~TIFIES that the building ADDITIONS AND ALTERATION
Location of Property: 165 BUNGALOW LA MATTITUCK
(HOUSE NO.)
County Tax Map NO. 473889 Section 123
subdivision
(STREET) (HAMLET)
Block 3 Lot 4.1
Filed Map NO. __ Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated APRIL 16, 2009 pursuant to which
Building Permit No. 34615-Z dated APRIL 16, 2009
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ALTERATIONS AND ADDITIONS, INCLUDING SUNROOM, DECK AND COVERED PORCH, TO
AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #5664 DATED 3/10/5.
The certificate is issued to STEVEN N KP~%MER & DAWN RYAN
(OWNER)
of the aforesaid building.
S~13I~KC0~3~F~YDEPART~T OF}{F~%L~"~i%PPRO~-AL N/A
ELR~-r~IC~%L CERTIFIC2%l~E NO. 105116C 09/28/07
i~LI~4~ CERTIFIC3~TION DA'r~ 04/07/09
WILLIAM DEPAOL0
Authorized Signature
Rev. 1/81
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: 1. Final survey of property with acenrate loeaflon of all buildings, propezty lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of )rater supply and sewerage-disposal (8-9 form).
3. Approval of electrieal 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. Commemial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consont to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00~ Alteratinns to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New ConstructiOn:
Location of Property:
Ow erorOwn ofF op y: %
Suno CountyT xMapNo, 1000,( ection
Subdivision
Health Dept. Approval:
Old or Pre-existing Building: (check one) , ~ ,
I~o~se No. ~ Street
I$~nlet
Block '~ Lot 14. [ ~ -
Filed Map..
Date of Permit. L~'~[ [.~ AD ~. Applicant:
Lot:
Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $ ~.~ .~ ~
Final Certificate:
(check one)
Applicant Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
(THIS
BUILDING PERMIT
PERMIT MUST BE KEPT ON THE PREMISES UNTIL
COMPLETION OF THE WORK AUTHORIZED)
FULL
PERMIT NO. 34615 Z
Date APRIL 16, 2009
Permission is hereby granted to:
STEVEN N KRAMER
165 BUNGALOW LA
MATTITUCK,NY 11952
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR PER TRUSTEES APPROVAL # 5953. THIS REPLACES BP# 30937.
at premises located at
County Tax Map NO. 473889 Section 123
pursuant to application dated APRIL
Building Inspector to e~ire on OCTOBER
165 BUNGALOW LA MATTITUCK
Block 0003 Lot No. 004.001
16, 2009 and approved by the
16, 2010.
Fee $ 827.10
' Authorized Signature
ORIGINAL
Rev. 5/8/02
2009-04-0710:~0 63~2494750
Town Hall Annex
54375 Main Road
P.O. Box 1179
Soulhold. New Y-rk 1197!-0959
Telephune (631 ) 7b5, 1802
Fax (631) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Owner:
Plumber:
(Please print)
(Please print)
lead.
certify that the solder used in the water supply syst~ma contains less than 2/10 of 1%
(Plumbers Signature)
Ertsta Flood
ggg/.sttalio~ · 01F~362~
~alifi~ in ~ffolk C~nW
2009-04-07 09:42 Page '1
Issue Date
9/28/07
Electrical Inspection Certificate
Electrical Inspection Service, Inc. Application
375 Dunton Avenue 105116C
East Patchogue, New York 11772
(63t) 286.6642
Issued To: Mr. Steven Kramer
Street: 165 Bungalow Lane
Village: Mattituck Zip: 11952
Section: 123 Block: 3 Lot: 4.1
Town: Southold
Contractor: G. B. Power Inc.
was examined and found to be in compliance with the National Electrical Code.
Lic. # 33248-ME
LJ Commercial ~] NVDefects [] Pool [] lstFIoor [] Indoor [] Basement [] HotTub
[] Residential [] Det. Garage [] Attic [] 2nd Floor [] Outdoor [] Addition [] Survey
Switches Receptacles Fixtures GFI Heaters
46 56 62 12
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps
1/20a 1 20 1 30 2/40a 1 Gas
Furnace Off Gas Circulators Smoke Detector
1 X 3 7
Meter Amps Phase UG/OH Jacuzzi Television
1 300 1 [] /
A/C Fans
2 2
Microwaves
Bell Transformer
CO Detector
1
Bldg. Permit:
Other Equipment
~-150 amp M/B Panel/1-100 amp Subpanel/
-Air Handler Disc. 15 amp/2-NC Disc. Rain
Fight 30 amp
Hugo S. S~Jrdi
President
Rough Inspection: 12/15/2005
Inspector: John Mc Mahon Ill
Rnal Inspection: 09/26/2007
Inspector: John Mc Mahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
James F. King, President
Jill M. Doherty, Vice-President
Peggy A. Dickerson
Dave Bergen
Bob Ghosio, Jr.
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1892
Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 0420C
Date April 27, 2009
THIS CERTIFIES that the partial demolition of the existing dwelling, expansion of the first
floor, second floor addition, gutters and drywells
At 165 Bungalow Lane, Mattituck
Suffolk County Tax Map # 123-3-4.1
Conforms to the application for a Trustees Permit heretofore filed in this office
Dated 6/25/04 pursuant to which Trustees Wetland Permit#5953 Dated 7/21/04 was
issued and conforms to all of the requirements and conditions of the applicable provisions
of law. The project for which this certificate is being
issued is for the partial demolition of the existing dwelling, expansion of the first floor, second
floor addition, gutters and drvwells.
The certificate is issued to DAWN RYAN owners of the
aforesaid property.
Authorized Signature
765-1802
BUILDING DEPT.
INSPECTION
/~ FOUNDATION 1ST [ ] ROUGH PLBG.
/~FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ]INSULATION
[ ] FRAMING / STRAPPING ~,~FINAL ,~
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION
REMARKS: ~ ~ ~
DATE
TOWN O~~NG DE~T.
IN TiON
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
[ ] INSULATION
~,~FINAL
] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE F'" 2--~ .--~, ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] ROUGH PLBG.
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ] INSULATION
~]~ FINAL
] FIRE SAFE'rY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE. //- / -- 0 7 INSPECTOR__
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattimck, N.Y. 11952
(631) 298-7116
Date: April 29, 2009
To: Town of Southold Building Dept.
BLOG. DEPT.
TOWN O~ SOgTHOLI)
Re:
Strapping/Framing Inspections
Kramer
BungaM ia.
Mattimck, NY 11952
Permil# 30937Z
31077
To Whom It May Concern:
Tiffs letter certifies that all wind strapping ou the above incnfioncd project is in tact, mid
meets all state m~d local building codes. A Framing Inspection was also Performed on fltis
Structure, paid all framing was done correctly mid also meets all state m~d local building
codes. Any questions please feel free to call.
Sincerely
jamcsJ. DeerkoskiP.E.
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
Date: May 1,2006
To: Town of Southold Building Dept.
Re: Framing/Plumbing/Strapping Inspection
Kramer
165 Bungalo Lane
Mattituck, NY 11952
Permit # 30937
To Whom It May Concern:
After a Framing, Strapping inspection was preformed on the above property, it is deemed
that all work performed was completed to plans and meets all state and local codes. A
Plumbing Inspection was also performed on this structure with a pressure test on the
copper and the vent stack being filled with water to the roof. Any other questions please
call.
~ ' ~incerely
"~J~s J['~eerkoski
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
To;
Date:
Re:
Town of Southold Building Dept.
May 21, 2006
Insulation Inspection
Steven Kramer
165 Bungalo La.
Mattituck, NY 11952
Permit#30937
To Whom It May Concern:
After an Insulation inspection was preformed on the above property, it is deemed that all
Insulation was installed correctly, and meets all building codes. Any other questions
please call.
Sincerely
Jame-~ J.~?~koski
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
FOUNDATION (2ND)
STATE ENERGY CODE
~DITION~ CO~MENT~
TOWN OF SOUTHOLD
BUILDING D~PARTMENT
TOWN It, LL
SOUTItO'LD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Sonthold/
o
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying'?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey.
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Mail to:
Phone:
APPLICATION FOR BUILDING PERMIT
Date fl'P¢~C I~t~ ,20 O~j-
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
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 pc~ndt 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)
(IKa~ing 3ddres's o/applicant) -'
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises ?)n-Er E/.~ q ,~-to~ /O~IHdEP.5
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street
Hamlet
County Tax Map No. 1000 Section
Subdivision
¢qame)
Block O~
Filed Map No.
Lot ~,l
Lot
State existing use and occupancy of premises and intended use and occupancy of proposed constmctio~
a. Existinguseandoccupancy ~ ('.R~,
/
b. Intended use and occupancy ~ 6tlc, dtCR~V_ / c~r~:3£t~E -
3. Nature of work (check which applicable): New Building
Repair Removal Demolition ~
4. Estimated Cost /~, OF'XD. Fee
5. If dwelling, number of dwelling units
If garage, number of cars ~,
Addition?a Alteration
Other Work
(Description)
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height l ~t' Number of Stories
Rear I</'
Depth
Dimensions of same structure with alterations or additions: Front o9. '~' -c5~'
Depth ~' ~," Height [ q' ~" Number of Stodes
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Sizeoflot: Front [oq~' Rear I[ "~- ']'7~ .Depth
Rear
10. Date of Purchase
Name of Former Owner
11. Zone or use district in which premises are situated ¢-- I.l'~.
12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO
13. Will lot be re-graded? YES NO x/Will excess fill be removed from premises? YES NO
14. Names of Owner of pramises ~5~u~]~ ~, ~ Nt~q,Address ¢ ~rr~t~onO~e 3go. 6'~ I- c~ ~1- )h ~.
NameofArchitect ~:e~t~lo s2c~7'~-b~ Address . r ~ PhoneNo 6:61-,~q~-I~c2q
Name of Contractor Ad&ess Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x// * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES v/ NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED. O04z~,e c(~-r~-D o---% ¢4~.o~-
16. Provide su~ey, to scale, with acc~ate foundation pl~ ~d dist~ces to prop~y lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF ~ o r-¢O~-~ )
~'x'eSD~'-~ ~_.~,+4 ~-~ ~_~ t being duly sworn, deposes and says that (s)he is the applicant
(Name of individual ~ign/ng contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to, before me this
'~ot day of fl[/,, I 20 ~
ohn M Judge
~OTAR{( pU_B_L!~C,~ State of New Yor}~
'~'"~'gTgnature o~ff Appli t~
APPEALS BOARD MEMBERS
Ruth D. Oliva, Chairwoman
Gerard E Goehringer
Vincent Orlando
Jmes Dinizio, Jr.
Michael A. Simon
Southold Town Hall
53095 Main Road · P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex/First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
http://southoldtown.northfork.net
BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 ° Fax (631) 765-9064
FINDINGS, DELIBERATIONS AND DETERMINATION
MEETING OF MARCH 10, 2005
ZB Ref. 5664 - D. RYAN and S. KRAMER
Property Location: 165 Bungalow Lane, Mattituck; CTM 123-3-4.1
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions,
without an adverse effect on the environment if the project is implemented as planned.
PROPERTY FACTS/DESCRIPTION: The applicants' 31,031 sq. ft. parcel has 125 feet along
Bungalow Lane in Mattituck, and is improved with a single-family dwelling and accessory garage
structure, as shown on the November 11, 2003 survey prepared by Stanley J. Isaksen, Jr.
BASIS OF APPLICATION: Building Department's November 23, 2004 Notice of Disapproval,
amended December 29, 2004, citing Sections 100-33 and 100-242A, in its denial of a building permit
to construct an addition to the existing accessory garage building, with a nonconforming location
less than 40 feet from the front property line and less than five (5) feet from the side property line.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on March 3, 2005 at which
time written and oral evidence were presented. Based upon all testimony, documentation, personal
inspection of the property, and other evidence, the Zoning Board finds the following facts to be true
and relevant:
AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a 10.3 ft. by 22.5 ft. by
25 ft. by 8.5 ft. addition at the south and east sides of the existing accessory one-car garage, for
additional vehicle and storage purposes. The addition will extend along two sides of the garage, at
three (3) feet from the northerly side property line and 20.1 feet from the front property line, as
shown on the survey amended December 20, 2004, by Stanley Isaksen, Jr.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and
personal inspections, the Board makes the following findings:
1. Grant of the variance will not produce an undesirable change in the character of the
neighborhood or a detriment to nearby properties. The applicants propose to construct an addition
for two-cars, as a single-story garage located in the front yard. The building will not be any closer
Page2 - March 10, 2005
ZB Ref. 5664 - D. Ryan and S. Kramer
CTM ID: 123-3-4.1
than 3 feet from the northeast corner, and no closer than 20 feet to the front line along Bungalow
Lane, as shown on the survey map prepared December 20, 2004 by Stanley Isaksen, Jr.
2. The benefit sought by the applicant cannot be achieved by some method, feasible for the
applicant to pursue, other than an area variance. The accessory garage has existed in a
nonconforming location in the front yard at 3.1 feet from the northerly (side) property line and 17.3
feet from the westerly (front) property line. No expansion would be possible unless some relief were
requested.
3. The variance granted is substantial and results in a 50% reduction from the code required 40 ft.
front yard and 40% reduction from the 5 ft. minimum code required side yard.
4. The difficulty has been self-created and is related to the need for a garage, designed as an
expansion to the existing accessory garage in a nonconforming location.
5. No evidence has been submitted to suggest that a variance in this residential community will
have an adverse impact on the physical or environmental conditions in the neighborhood.
6. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a garage addition to an accessory building, while preserving and
protecting the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing
test under New York Town Law 267-B, motion was offered by Member Orlando, seconded by
Member Dinizio, and duly carried, to
GRANT the variance as applied for, as shown on the plan prepared by Amhitecnol0gies
revised 12-13-04, and survey amended December 20, 2004, by Stanley Isaksen, Jr.
This action does not authorize or condone any current or future use, setback or other feature of the
subject property that may violate the Zoning Code, other than such uses, setbacks and other
features as are expressly addressed in this action.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringerl Dinizio, and Simon.
This Resolution was duly adopted (5.~~.~ ~x(~. (~~
Ruth D. Oliva, Chairwoman 4/13/05
Approved for Filing
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
SOUTHOLD, N.Y.
NOTICE OF DISAPPROVAL
DATE:November 23, 2004
Amended: December 29, 2004
TO:
Agnieszka Drozdowska for
Steve Kramer
165 Bungalow Ave.
Mattituck, NY 11952
Please take notice that your application dated November 18, 2004
For permit for alterations & addition to an existing accessory garage at
L~cation of property: 165 Bungalow Lane, Mattituck
County Tax Map No. 1000 - Section 123 Block 3 Lot 4.1
Is returned herewith and disapproved on the following grounds:
The proposed construction on a waterfront property measuring approximately 31,031 sq. ft. in an R-40
District, is not permitted pursuant to Article XXIV Section 100-242A which states:
"Nothing in this article shall be deemed to prevent the remodeling, reconstruction or
enlargement of a non-conforming building containing a conforming use, provided that such
action does not create any new non-conformance or increase the degree of non-conformance
with regard to the regulations pertaining to such buildings."
The survey for this garage construction indicates an existing front yard setback of 17.3 & a side yard
setback of 3.1'. Pursuant to the ZBA's interpretation in Walz (#5309), such construction constitutes
an increase in the degree of non-conformance.
Therefore, the garage alteration/addition is not permitted pursuant to Article III Section 100-33
which states that such lots require an accessory front yard setback of 40' and a side yard setback of 5'.
The total lot coverage is less than 20 percent.
Amended for clarification.
Authorized Signature
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
CC: file, Z.B.A.
Board Of $outhold Town Trustees
SOUTHOLD, NEW YORK
DAWN RYAN
ISSUED TO ............................................ · ..........................................................................................
PursuAnt ~o fha pro.lslons of Ch.pte. r 617 ~f ~e ~.~f
fha Sle~ of New Yo~ 1893; end ~epfer ~ cT
· State of New Yo~ 19~2: end ~e Soufh~ To~ Ordmen~ en-
~ ."R~U~TIN~ AND ~E P~IN~ OF OBSTRUC~NS
IN AND ON TOWN WATERS AND PUBLIC ~DS and
RE~OVAL OF SAND, ~VEL OR O~ER ~A~IA~
~DS UNDER TO~ WA~RS:~. and ~ ac~an~ w~h the
Resol~ion of ~e B~rd ~dopted et e meeting hdd
2~.~.'.., end in conslder*tion of the sum of ~ 25~.,.~.~ poid by
................ ................................................................ : ........... ........
of Mattituck. . .......... N. Y. ~nd ~bjeot ~o the
of ~dh~ To~' T~S euthorlzes ~nd ~rm~ ~ foEo~ng:
Wetland Permit for a partial demolition cE ~he existing single-
fam~y dwel~ng, expansio~ o~ the first floor, and second-
floor addition, with the condition drywel]s' and gutters are
installed to contort the rooE run-oE~, and all as depicted on'
eE ~ e~den~ wHh ~ dete~ sp~s
Stanley ~. Isa~sen, Jr. last datea ~ugus~ ~, ~uu~.
IN W~S WHERe, ~e ~id ~ 0f T~tees ~m-
TERIdS ,.nd CONDITIONS
Dawn Ryan
165 Bungalow Lane, Mattituck
That the said ~ o~ Tn~.-'~-- and ~e T~
4. Tlmt d~e wo~ inV~lved*gll be sub~ecti° ~he imiaec~m six[ spia~vsl o~e ~ o~
. ot 8oumold. .. ..
NeW York State Department of Environmental Conservation
Division of Environmental Permits, Region One
Building 40. SUNY, Stony Brook, New York 11790-2356
Phone: (631) 4444)365 · FAX: (631) 4444)360
Website: www.dec.state.ny, us
Erin M. Crony
Commissioner
LEI'rER OF NON-JURISDIL~iION
June 24, 2004
Stevcn & Dawn Kramer
165 Bungalow Lane
Mattituclg NY 11794
Re:
NYSDEC Facility # 1-4738-03363
SCTM # 100-123-03-004.1
Dear Mr. & Mrs. Kramer:
Based on the information you have submitted, the New York State Department of Environmental
Conservation has determined that:
The portion of your property, as shown on the survey prepared by Stanley J. Isaksen, L.S., November
11, 2003, that is landward of the 12' contour is beyond the jurisdiction of the NYSDEC.
Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661)
no permit is required under thc Tidal Wetlands Act for proposed home improvements. Please be
advised, however, that no construction, sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a p~mit: It is your
responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other
alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdi6tion which
may reanlt from your project. Such precautions may include maintaining adequate work area
between the tidal wetland judsdictioual boundary and your project (i.e. a 15' to 20' wide conslniction
area) or erecting a temporary fence, barrier, or hay bale berm.
Please be further advised that this letter does not relieve you of thc responsibility of obtaining any
necessary permits or approvals from other agencies.
Permit Administrator '
cc:
BMHP
file
SURVEY OF
DESCRIBED PROPER~Y
SITUATE '~
MATI-ITUCK, TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
TIDAL WETLANDS BOUNDARY AS
DELINEATED BY ~N CONSULTANTS, INC
ON MARCH 12, 2004
CESSPOOL /11 7'X7' BLOCK POOL
CESSPOOL ~2 6.5'X65' BLOCK POOL
CONC
12'
$
CESSPOOLS (~)
SURVEYED FOR: STEVEN FRAMER
DAWN RYAN
GUARANTEED TO:
STEVEN FRAMER
DAWN RYAN
LIBERTY' TITLE INS.
STERLING NATIONAL MORTGAGE, CO.
FLOOD ZONE DATA IS FROM PANEL 482 OF 1026
MAP NUMBER 36103C0482 G, DATED 4 MAY 1998.
ELEVATIONS SHOWN HEREON ARE IN 1929 NGVD.
NOTE: RESIDENCE TO HAVE A TOTAL OF FOUR BEDROOMS
WELL
?'
20 DEC 04 ADD PROP. PROP GAGAGE,
AUG 04 ADD PROP. DRY WELLS.
JUNE 04 EXTEND WETLANDS LINES TO THE WEST
29 MARCH 04 ADD CONTOURS, FLOOD ZONE, CESSPOOL EVALUATION. PROPOSED ADDITIONS R 5
SURVEYED: 11 NOVEMBER 2003
SCALE 1"= 40'
AREA = 31,031.68 S.F.
OR
0.712 ACRES
SURVEYED BY
STANLFY J. ISAKSEN, JR
P.O. BOX 294
NEW ~UFFOLX. N.Y. 11956
~,/NYS// i~ Nd. 4927.~/ 03R1278
ITECNOLOGIES
September 20, 2005
Southold Town Building Dept.
Southold, N.Y.
Re: Dawn Ryan/Steven Kramer
To Whom It May Concern:
This letter is to certify that an inspection of the existing sanitary system had been
done on premises with following results:
Cesspool #1) 7' x 7' Block pool
Cesspool #2) 6.5' x 6.5' Block pool
Cesspool #3) 7' x 8' Precast cesspool
Note: Overflow line too high between pools 2 & 3
General condition of sanitary system "Fair to Good"
Date of evaluation - March 29, 2004
All of the above information taken from site survey done by: Stanley J. Isaksen Jr.
P.O. Box 294, New Suffolk, N.Y. 11956
MA'FrffUCK, TOWN OF SOUTHOLD
SUFFOLK COUNTY, N.Y.
TIDAL WETLANDS BOUNDARY AS
DELINEATED BY EN-CONSULTANTS, INC.
ON MARCH 12, 2004
INSPECTION RESUL PECONI ESSPOOLS,
CESSPOOL //! 7'X7' BLOCK POOL
CESSPOOL //2 6.5'X65' BLOCK POOL ~'
CESSPOOL //3 7'XB' PRECAST CESSPOOL '~-
NOTE. OVERFLOW LINE TOO HIGH BETWEEN
POOLS 2 & 3
GENERAL CONBITION OF SANITARY SYSTEM
"FAIR TO GOOD"
SURVEYED
co~c ~ ~ ~.~
CESSPOOLS
· :'0 2005
FOR: STEVEN KRAM£R
DAWN RYAN
GUARANTEED TO:
STEVEN KRAMER
DAWN RYAN
LIf3ERTY TITLE INS
STERLING NATIONAL MORTGAGE. CO.
TM# 1000- 125-03-004.
FLOOD ZONE DATA IS FROM PANEL 482 OF 1026
MAP NUMBER 56105C0482 G, BATED 4 MAY 1998
ELEVATIONS SHOWN HEREON ARE IN 1929 NOVD
NOTE: RESIDENCE TO HAVE A TOTAL OF FOUR BEDROOMS ]
SURVEYED: ?1 NOVEMBER 2003
SCALE 1"- 40'
AREA - 31,031.68 S.F
OR
0772 ACRES
SURVEYED BY
PO. HOX 294
EXISTING EXTERIOR WALL
TO SE REMOVED,
PROV. NEW 2" X 6"
STUD WALLS
9' C,R. SISTER
TO EXISTING .
EXISTING 2" X 8" F,J. TO BE REMOVED
:Il
ALL WINDOWS AND DOORS
TO BE REMOVED
ALL INTERIO~ WALLS, CEILING JOISTS
AND R.R.S TO BE REMOVED.
PROV NEW 2" X 6"
STUD WALLS
9' C.H. SISTER
TO EXISTING ·
fEXISTING WALLS TO BE TEMPORARILY
REMOVED, REPLACE THE EXISTING F.J. W/NEW F.J. __
RE-INSTALL EXISTING WALLS AFTER WORK
IS COMPLETED
PROV. NEW 2" X 6"
STUD WALLS
9' C.H, SISTER
TO EXISTING .
EXISTING 2" X 8" F,J. TO BE RBMOVED
EXISTING EXTERIOR WALL~'/~
TO BE REMOVED
EXISTING 2" X 8" F.J. TO BE REMOVED
EXISTING WALLS TO BE TEMPORARILY
__ =~EMOVED, REPLACE THE EXISTING F.J. W/NEW F.J.
ISRE-INSTALL COMPLETED. EXISTING WALLS AFTER WORK
DEMOLITION PLAN
THESE DRAWINGS AS INSI~F~U M ENTS OF SERVICE,
ARE THE SOLE PROPER~¢ OF THE ARCHITECT.
%
0
7
mO
uJ
z z z ¢
J D ~ J
DEMOLiTiON
P~N
A.DEMO
PROP NEW DECK
.2,,
PROP. NEW ADC
PROP, C( VERED PORCH
PROP NEW ADDITIOb
EXISTING C J. & R,R. TO
REMOVED
EXISTING C J, & R,R. TO
BEREMOVED
EXISTING WALL TO BE REMOVED
~"-~ PROPOED NEW ADDITON AND DECK.
DWG. NAME. SSUED: ISSUED:
DWG. NO.: EXISTING FIRST ISSUED TO THE BLDG.
FLOOR W/PF~OP.1,20,05 DEPT. FOR REVIEW/, ",KRAM ER RESIDENCE
ADDITIONS
~, .~ ' ARCHITECTURE PLANNING CONSTRUCTION SERVICES
SCALE' MATTITUCK NEW YORK
·! "P.O, Box93 Mattimck, NcwYork 11952
1/8" = 1'-0" , 631.298.1129 Fax: 631.298.1128
PROP NEW DECK
PROP. NEW AD[
4EW ADDITIOh
EXISTING C,J, & R,R. TO
BEREMOVED
WALL TO BE REMOVED
EXISTING C.J. & R.R, TO
BEREMOVED
EXISTING WALL TO BE REMOVED
~XlSTING EXTERIOR WALL, FOOTPRINT U~NCHANGED,
~ WINDOWS/DOORS TO BE REPLACED, FOLUNDATION
TO BE REPAIRED/REPLACED AS REQ'D.
~ NEVV FOOTPRINT ADDITION
~PROPOSED NEW ADDITON AND DECK.
ISSUED: ISSUED'
DWG. NAME:
:)WG, NO.: EXISTING FIRST 1.20,05 ISSUED TO THE BLDG, ,
:LOCi W/PROP, DEPT. FOR REVIb~CV, KRAMER RESIDENCE ITECNOLOG
ADDITIONS ARCIfl'r~CTURE PLANNING CONSTRUCT[
MATTITUCK NEW YORK
A 1 P.O. Box93 Mattituck, NewYork 11952
· SCALE: 631.298.1129 Fax: 631.298.1128
1/8" ~-- 1'-0"
IGENERAL NOTES
1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE, AND LOCAL BUILDING CODES
AND ORDINANCES
2. BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COP[ES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS,
3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS SHOWN,
4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE
DRAWINGS UNLESS OTHERWISE NOTED
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,
COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE
CODES.
6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO
THE WORK OF THIS CONTRACT, CONTRACTORS SHALL INITIATE ALL REQUIRED
INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT,
7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS
RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE
8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE
DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO
STARTING ADDITIONAL WORK,
9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING
PARALLEL TO THE FRAMING PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS.
REFER TO CONSTRUCT DRAWINGS FOR SIZES.
10, ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢~-2 CONS GRADE OR BESq'ER.
11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK
SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK,
ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE
PROCEEDING,
[CONSTRUCTION LEGEND:
NEW EXTERIOR PARTITION 2" X 6" WOOD STUD WALL W/1/2" CDX PLYWD.
III(/(/Ir EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), 6" EXPOSURE PERF. WD.
.... SHINGLES (PROV, I COAT BLEACHING OIL), 1/2" GYP. BB.(SCREWED/TAPED)
CLR. PINE 4" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL, (HIGH DENSITY)
NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP.
/t'[(ff([¢ (SCREWED/TAPED) APPLIED BOTH SIDES, NOTE PROVIDE MOISTURE
RESIST GYP. ED, (GREEN ED,) FOR ALL BATHROOM WALL AND CEILINGS,
PROV. CEMENT WALL DB, FOR ALL TILE AREAS.
INTERIOR PAINT- TO BE "BENJAMIN MOORE" U.O N. ONE COAT PRIMER AND
TWO COATS FINISH (COLORS T.B.D BY OWNER) SATIN FIN. THROUGHOUT
U.O,N. ALL TRIM SEMI-GLOSS,
HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W,, 15LB, FELT,,
~ (3 FINISH COATS OF OIL BASED SATIN POLYURETHANE,
SUB-FLOOR-USE 3/4" THICK PLYWOOD GLUED AND NAILED,
SUB FOR TILE AREAS TO BE SCREWED AND GLUED
CERAMIC TILE - "AMERICAN OLEAN" TILE OR APP ED, TILE TO BE INSTALLED
WATERPROOF ADDITIVE MIXED IN.
PROV, ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET,
COLOR AND TYPE TO BE DETERMINED.
INSULATION NOTES
PROV 5/8" ANCHOR BOLTS @
FOUNDATION NOTES
1. BASED ON SOIL SEARING CAPACITY, TWO TON PER SQ. INCH SUBJECT TO
INSPECTION AND VERIFICATION
2 ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL. NO FOOTING SHALL
BE SET HIGHER OR LOWER THAN A S0 DEGREE ANGLE FROM ANY OTHER FOOTING.
STEP FOOTINGS ARE TO HAVE A 30 DEGREE MAXIMUM.
3, ANCHOR BOLTS TO BE AT LEAST 5/8" IN DIAMETER AND 10" IN LENGTH WITH A
MAXIMUM SPACING OF 4'-0" ON CENTER,
4, ALL CONCRETE TO BE 1,2;3 MIX; 2500 LB, CAPACITY UNLESS OTHERWISE NOTED
OR SPECIFIED.
5, IF CONCRETE BLOCK FOUNDATIONS ARE TO BE USED, THE BLOCK SHALL BE
ASTM-145 WITH FULL MORTAR JOINTS CORNERS ARE TO HAVE CORES FILLED SOLID
WITH REINFORCEMENT CORES WITH ANCHOR BOLTS ARE TO BE FILLED TV¢O
COURSES DOWN, SEE NOTE 3 ABOVE.
6. PROVIDE 0 025" ALUMINUM TERMITE SHIELDS OVER FIBROUS INSULATION AT ALL
PERIMETER SILLS,
7. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO SE WOLMANIZED OR
PRESSURE TREATED.
-NEW EXTERIOR WALLS' 2" X 6" WOOD STUD r-21 FOIL FA. HIGH DENSITY
INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL,
-N'E~N ROOF: R-38 KRAFT-FA INSULATION BY 'CERTAINTEED' OR APPROVED
EQUAL
-CRAWL SPACE: R-21 KRAFT-FA INSULATION WITH PROPER WIRE TIES
INSTALLED AS PER N.Y,S. BUILDING CODE
-NEW BASEMENT, R-10 RIGID FOAM 2~-0" BELOW GRADE AROUND ENTIRE
BASEMENT PERIMETER
-BASEMENT CEILING: R-21 KRAFT-FA, INSULATION WITH PROPER WIRE TIES
INSTALLED AS PER N Y,S, BUILDING CODE MINIMUM 2'-0" UMBER FINISHED
GRADE.
-CRAWL SPACE WALL: R-19, MINIMUM 2'-0" UNDER FINISHED GRADE.
25'-9"
1 2'-7"
FOUNDATION LEGEND
NEW 8" POURED CONCRETE FOUNDATION WALL
· "" '" REFER TO DRAWING A.2 FOR HEIGHTS,
3" POURED CONCRETE SLAB WITH 6X6 10/10 W.W.M. ON CLEAN
F~ COMPACTED FILL
3'-1 0" I
INTERIOR TRIM
PROVIDE 5/4" X 4" SQUARE STOCK CASING TRIM - INTERIOR
EXTERIOR TRIM
PROVIDE 5/4" X 4" "AZEK" TRIM OVER 5/8" CDX PROV, TOP DRIP EDGE,
pLYWOOD BLOCKING (TYPICAL ALL AREAS) PROV, ALL JAY CHANELS,
PRIME AND PROV 2 COATS OF FINISH PAINT.
PROV. 4 ZONE OIL FIRED B(
(SIZE AS REQUIRED). PROV ) GAL
"SUPERSTORE" HOT WATER
PROV, 4 -ZONE FAN COIL
W/OUTDOOR COMPRESSORS,
(SIZE AS REQUIRED)
WALL W/24" X 12" D,
FOOTING (TYP, ALL)
PROV. W,W.M. IN WALL
INSULATION NOTES:
- EXISTING EXTERIOR WALLS, 2"X4" WOOD STUD, R-19 HIGH DENSITY INSULATION
BY 'CERTANTIEED' OR APPROVAL EQUAL.
NEW EXTERIOR WALLS' 2"X6" WOOD STUD R-21 FOIL FA, HIGH DENSITY INSULATION
BY 'CERTAINTEED' OR APPROVED EQUAL,
- NEW ROOF: R-38 KRAFT-FA. INSULATION BY 'CERTAINTEED' OR APPROVED EQ
LINE OF DECK ABOVE
PROV, 2'X2~X 1
P. CONC. FTC,
LINE OF DECK
21 '-7"
II II II II II II
II Ir
35'-1
II
II
II II
PROV. 2' X 2' X
P, CONC, ETG
1 0' ~ 1 0'-5"
iiii X DEL, I 3/4" X ' 1 7'8" 2,OH
PROV.
HARDW~ARE.
DEL. I 3/4" Z 1 1 7/8" 2.0E
t111
PROV. e IIi GYP, BB. CLG,
80 GAL, ~¢UPESSTORE"
HOT W ER STOR. TANK.
q'~ PROV. 4" DIA STRUCT.
STEEL COL ¢l~P. ALL)
¢' H. BASEMENT
II/ DBL. 12,4"X117'8"2.0E
G-P LAM LVL BEAM
4" P, CONC, SLAB ON COMP.
10'-1C
PROV. 4ii DIA. sTRL~cT,
(TYP. ~,LL)
1 0'-9"
~LAB ON COMP,
"19'-5"
PROV. 5/8" ANCHOR BOLTS @
4'-0" C.C. (MIN 1'-0" FROM CORNERS)
8'-5" 2'-7"
22'-5"
II II II II
(iI' P. CONC SLAB ON COMP.
ILL WITH~ .W M 6 X 6 REI~NF.~
~¢ 10'-6"
PROV, 4" DIA. STRUCT,
STEEL COL.
FTG. (~YP.)
~ 1__0'-6"
CF AWL
SPACE J
h
31 '-1"
OF DECK ABOVE
WALL iONF FiE~[L~ DT! NIGI
PROV, 5/8" ANCHOR BOLTS @
4I-0'' C.C. (MIN. 1 '-0" FROM CORNERIS)
ELFCTRICAL LEGEND:
NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE N,Y,B,F,U, AND A CERTIFICATE FROM THE N,Y B,F,U, IS TO
BE PRESENTED TO THE OWNER ATTHE COMPLETION OF THE JOB.
NOTE; THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE
NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MA~L, TO BE SUPPLIED BY THE
ELECTRICAL CONTRACTOR
NOTE' ALL SWITCHES AND RECEPTACLES TO BE ~LUTRON', "DECORA" IN COLOR
O,N.O,. DOWNLIGHT TRIMS TO BE WHITE,
(~ DUPLEX ELECTRICAL RECEPTACLE
(~FO DUPLEX FLOOR OUTLET,
(~GF~ DUPLEX REOEPLTACLE/GROUND FAULT INTERRUPT
GFI
([~ DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
~)so DUPLEX SEPARATE CIRCUIT RECEPTACLE
$ WALL SWITCH
$D8 DOOR-ACTIVATED LIGHT SWITCH
Sa 1~4 3-WAY WALL SWITCH I 4-WAY WALL SWITCH
~JB CEILING MOUNTED JUNCTION BOX
~',J8 WALL MOUNTED JUNCTION BOX
· ~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL
~E EXTERIOR MOUNTED DOWNLIGHT (100W)
,,_.-- F~ FLUORESENT 2' X 4' LIGHT FIXTURE
J~JB WALL MOUNTED DUAL SPOT LIGHT
,i~EF NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST
FAN/LIGHT WITH DUAL SWITCH AT WALL. "BROAN~* HEAVY DUTY UNIT
OR APP. EQUAL.
~f EXT. MOUNTED LIGHT WITH FAN
SMOKE DETECTOR/CARBON MONOXIDE DETECTOR: TO BE HARD WIRED
~SD TO CENTRAL CONTROL BOX.
<~T NEW TELEPHONE RECEPTACLE
<~c CABLE TV
'~v VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER)
· ~ST STRUCTURED CABLE
~1~ GAS UNE FOR FIREPLACE.
P COHO. FOUNDATION
~24" X12" D,
FOOTING (TYP. ALL)
6' PROV. W.W,M. IN WALL
22'-3"
NDATION PLAN
PROV. WATERPROOFING ALONG ENTIRE
FOUNDATION BELOW GRADE, INCLUDING
ilNT BETWEEN FOUNDATION
AND CONTINUOUS FOOTING.
APPROVED AS NOTED
D^TE:
NOTII:~y BUILDIihG =pB,'~MENT AT
765-1802 8AM TO 4PM FORTHE
FOLLOWING iNSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL * CONSTRUCTION MUST
GE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET TRE
REQUIREMENTS OFTHE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE
C, RTIFICATE OF OCCUPANCY
SOLDER USED IN WA TLR
SUPPLY SYSTEM CANNOT
EXCEED 2/10 OF I% LEAD.
COMPLY WITH CHAP~'ER '4~"
FLOOD DAMAGE PREVENTION
:q(SI m40LD T -'DW ~-; COD~. I
NOTE: ALL EXISTING FIRST FLOOR JOISTS
TO REMAIN. NEW "CPI" F.J. TO Be
SISTERED AGAINST EXISTING,
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES
AS REQUIRED AND CONDITIONS OF
, /~,/~ SOUT~OLDTOWNZi~
~ -~? 2 ¢ S0~HOLD TOWr4 TRUSTEES
A/¢ N.Y.S. D~
AU. CONSTRUCTION SHALL
MEET TRE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
OCCUPANCYOR
USEISUNLAWFUL
WITHOUTCERTIFICATE
OFOCCUPANCY
gti l RS cERTiFIC "E
PLUMBING
ALL PLUME~NG WASTE
& WATER LINES NEE0
TESTING BEFORE COVERING
DRAWING LIST'
A.0
A.1
A.1-1
A.2
A.2-1
A.2-2
A,2-3
A.3
A.4
A.4-2
A.5
A.6
A,7
CERTIFICATION OF
NAILING & CONNECTIONS
FOUNDATION PLAN RE~IUIRED.
FIRST FLOOR PLAN
FIRST FLOOR DECK FRAMING PLAN
SECOND FLOOR PLAN
SECOND FLOOR DECK FRAMING PLAN
SECOND FLOOR CEILING FRAMING PLAN
ROOF FRAMING PLAN
BUILDING SECTION, PANEL PLAN &
DEMOLITION PLANS
EXTERIOR ELEVATIONS
EXTERIOR ELEVATIONS
ENERGY CALCULATIONS
NAILING SCHEDULE & P.R.D.
PROPOSED GARAGE PLAN
P
o o
~0
. o ~ q
SCALE:
1/4"= 1 '0"
FOUNDATION
PLAN
A.O
,_)
WALL
SHEATHIN
(3) 2"X 10"
HEADER
STUD
riCH OF WALL
SHEATHING TO WINDOW
HEADER
3NNECTION OF WALL
SHEATHING TO 2"X 6" STUDS
10d NAILS OR --
16d SINKERS
3" O C VERTICAL
4" C.C. HORIZONTAL
STRONG-WALL
SH EARWALL
PICAL AT
~AcFH CORNER)
(RPS4)
3TUD
(0S16)
TO BAND JOIST
(0S16)
(LSTA18)
JACK
STUDS
CONNECTION OF WALL SHEATHING
TO WINDOW HEADER
(EXAMPLE)
SIMPSON HL35
ANGLE BRACKET
DEL, MICROLLAM
PR E-ATTACH ED
PHD6 WITH
12 SDS 1/4 X 3
SILL pLATE TO
FOUNDATION
USING USP BEARING
PLATE FASTENERS
(HBPS/LBPS)
PROV, 11 7/8" BOX BEAM
SILL PLATE TO
FOUNDATION
PLATE FASTENERS
(H BPB/LRPS)
SILL PLATE TO
FOUNDATION
(BP)
PROV, METAL FLASHING
AT ALL WINDOW SILLS
(TYP, ALL LOCATIONS)
RIDGE
METAL FASTENER SCHEDULE //F~I~'~
(EXAMPLE)
CONNECTION OF RIGDE
KANT-SAG LSTI22 OR
~w~MPSON LSTA21 STRAP
ITH (16} 10dX I 1/2 FASTENER
/ (STRAP REQUIRED FOR 16~"'JOIST
oDBPTH OR MEMBERS WITH SLOPE
F 7/12 OR GREATER)
BEAM TO ROOF RAFTER
(EXAMPLE)
X- BRACING
I SCREW THROUGH
BRACE AT EACH
FLANGE
0.75" X 33 MIL
PILEj
(EXAMPLE)
/-- WALL STUD
(3) 2"X 10"
HEADER
STUD
CORNER CONNECTION
(EXAMPLE)
JOIST TO HEADER JOIST
CLIP ANGLE (BOTH SIDES OF
CONNECTION) MIN. LENGTH = JOIST
(EXAMPLE)
CONNECTION OF WINDOW
SIMPSON LSTA18 STRAP WITH
(12) 1 Od FASTENER,
JACK'
STUDS
CONNECTION OF WALL SHEATHING
TO STUDS AROUND WINDOW HEADER
(EXAMPLE)
JOIST
RAMING
(EXAMPLE)
TVVO- MEMBER FLOOR
-- SUPPORT BEAM
CONNECTION OF FLOOR FRAMING
TO SUPPORT BEAM. SIMPSON LTS12
STRAP WITH (12) 10d X 1 1/2" FASTENER
INTO FLOOR JOIST AND SUPPORT BEAM
CONNECTION OF FLOOR FRAMING ~
TO SUPPORT BEAM.
2" X 8" BLOCKING
RAFTER BRACING UTS12 STRAP
WITH (7) 10d X I 1/2 FASTENER
TO STUD AND RAFFER,
BIRDSMOUTH CUT
LOW END OF JOIST ONLY
(EXAMPLE)
WALL STUD
TO FLOOR FRAMING. ~A1-1]
(EXAMPLE)
CONNECTION OF WALL
ROOF
TRUSS
DOUBLE
TOP PLATE
METAL HURRICANE
I CONNECTOR
WALL
SHEATING TO
TOP PLATE
STUDS
CONNECTION OF TOP
WALL PLATE TO WALL STUD.
MICROLAM GIRDER
DBL. I 3/4" X 11 7/8"
MICROLAM GIRDER
DEL I 3/4" X 11 7/8" 2.0F
G-P LAM LVL BEAM
DEL, I 3/4" X 1 1 7/8" 2.0E
G-P LAM LVL BEAM
r
4" STP COL, BUR, IN 24" X
24" X 12" D. P. COHO
16" O,C,~
3/4" X 11 7/8' GPF66
F.J. @ 16" C.C.
PROV.
~rI D P, CONC FTC.
1-3/4" X 11-7/8" RIMJOIST
AROUND ENTIRE PERIMETER.
DBL. I 3/4" X 11 7
2,0E LVL BEAM, F.J
DSL.GP, 6 P.J. 6"O.O. FIRST FLOOR DECK
UNDERFABA,,P, '='ART. Ill FRAMING PLAN
IJI
rll
IJI
III
,. 1 3/4" X 11 7/8" CPI 65
F.J. @ 16" O,C, ¢
NOTE: ALL EXISTING FIRST FLOOR JOISTS
TO REMAIN. NEW 'CPI" F.J. TO BE
SISTERED AGAINST EXISTING.
NOTE: PROV, JOIST HANGERS AT ALL
FLUSH BEAM LOCATIONS. PROV. GUSSET
PLATES WHERE REQUIRED.
THESE DRAWINGS ARE FOR REFERENCE
ONLY AND THEY ARE NOTINTENDED TO
SCALED.
0
>-
D
1/4"= 1 '0'~
FIRST FLOOR
A.1 -1
GENERAL NOTES:
1, ALL WORK SHALL COMPLY WITH FEDERAL, STATB, AND LOCAL BUILDING CODES
AND ORDINANCES.
2, BEFORE COMMENCEMENT OF WORK, THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS,
3, THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB, THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS SHOWN,
4, THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE
DRAWINGS UNLESS OTHERWISE NOTED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND
PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE,
COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO ALL APPLICABLE
CODES,
6, THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO
THE WORK OF THIS CONTRACT. CONTRACTORS SHALL INITIATE ALL REQUIRED
INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT.
7, THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES CLEAN AND IS
RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL TRADES FROM THE JOB SITE
8. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE
DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO
STARTING ADDITIONAL WORK.
9 DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING
PARALLEL TO THE FRAMING, PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS.
REFER TO CONSTRUCT DRAWINGS FOR SIZES,
10 ALL FRAMING LUMBER TO BE DOUGLAS FIR ¢2 CONS., GRADE OR BETTER,
11. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK
SUCH AS BUT NOT LIMITED TO, MILLWORK, SPRINKLER SYSTEMS AND STEELWORK.
ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE
PROCEEDING
[CONSTRUCTION LEGEND
NEW EXTERIOR PARTITION- 2II X 6'1 WOOD STUD WALL W/1/2" CDX PLYWD,
EXTERIOR SHEATHING ( TYVEK WRAPPED & TAPED), 6" EXPOSURE PERF WD
SHINGLES (PROV, I COAT BLEACHING OIL), 1/2" GYP. RD.(SCREWED/TAPED)
CLR. PINE 4" COLONIAL BASE TRIM, & R-21 FOIL FACE INSUL (HIGH DENSITY).
NEW INTERIOR PARTITION- 2" X 4'~ WOOD STUD WALL WITH 1/2" GYP, DB,
(SCREWED/TAPED) APPLIED BOTH SIDES, NOTE: PROVIDE MOISTURE
RESIST GYP. MD, (GREEN MD.) FOR ALL BATHROOM WALL AND CEILINGS,
PROV, CEMENT WALL MD, FOR ALL TILE AREAS
INTERIOR PAINT- TO BE "BENJAMIN MOORE" U,G,N ONE COAT PRIMER AND
T~VO COATS FINISH (COLORS T,B,D, BY OWNER) SATIN FIN, THROUGHOUT
U O N. ALL TRIM SEMI-GLOSS,
HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W,, 15LB. FELT,
(8 FINISH COATS OF OIL BASED SATIN POLYURETHANE.
SUB-FLOOR-USE 3/4" THICK PLYVVOOD GLUED AND NAILED.
SUB FOR TILE AREAS TO BE SCREWED AND GLUED,
CERAMIC TILE - AMERICAN OLEAN TILE OR APP. ED, TILE TO BE INSTALLED
OVER 1/2" CEMENT BOARD U,O.N, WALL AND FLOOR GROUT TO HAVE
WATERPROOF ADDITIVE MIXED IN,
PBOV, ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPET,
COLOR AND TYPE TO BE DETERMINED,
ELECTRICAL LEGEND:
NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS OF THE N Y,B F,U. AND A CERTIFICATE FROM THE N.Y B F,U. IS TO
SE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB.
NOTE: THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE
NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MAT~L TO BE SUPPLIED BY THE
ELECTRICAL CONTRACTOR,
NOTE; ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON', "DEOORA" IN COLOR
O N.C.. DOWNLIGHT TRIMS TO BE WHITE,
{~ DUPLEX ELECTRICAL RECEPTACLE
~FO DUPLEX FLOOR OUTLET.
I~)GFI ~UPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
(~ DOUBLE-DUPLEX RECEPLTACLE/GBOUND FAULT INTERRUPT
CBC DUPLEX SEPARATE CIRCUIT RECEPTACLE
$ WALL SWITCH
SDs DOOR-ACTIVATED LIGHT SWITCH
$3154 3-WAY WALL SWITCH I 4-WAY WALL SWITCH
~JB CEILING MOUNTED JUNCTION BOX
~JB WALL MOUNTED JUNCTION BOX
~ RECESSED DOWNLIGHT (100w) "LIGHTOILER" OR APPROVED EQUAL
~E EXTERIOR MOUNTED DOWNLIGHT (100W)
F,L FLUORESENT 2' X 4' LIGHT FIXTURE
~J8 DUAL SPOT LIGHT
WALL
MOUNTED
NEW CEILING MOUNTED JUNCTION SOX FOR RECESSED EXHAUST
~EF FAN/LIGHT WITH DUAL SWITCH AT WALL,
HEAVY
DUTY
UNIT
OR APR, EQUAL.
~F EXT. MOUNTED LIGHT WITH FAN
SMOKE DETECTOR/CARBON MONOXIDE DETECTOR' TO BE HARD WIRED
OSD TO CENTRAL CONTROL BOX.
~T NEW TELEPHONE RECEPTACLE
<~v VACUUM OUTLET (PROVIDE NECESSARY ELEC, POWER)
,~ST STRUCTURED CABLE
0B GAS LiNE FOR FIREPLACE,
PLUMBING LEGEND
PROV ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED
--P ON CONSTRUCTION PLANS) FOLLOW ALL NECESSARY N Y S.
BUILDING CODES THAT APPLY TO WORK BEING COMPLETED, PROV ALL
NECESSARY DRAIN VALVES,
OHM PROVIDE FROST FREE HOSE BIBS,
OS SHOWER HEAD
INSULATION NOTES
-NEW EXTERIOR WALLS: 2~' X 5" WOOD STUD r-21 FOIL FA, HIGH DENSITY
INSULATION BY 'CERTAINTEED' OR APPROVED EQUAL,
-NEW ROOF' R-38 KRAET-FA INSULATION BY ~CERTAINTEED~ OR APPROVED
EQUAL,
-CRAWL SPACE: R-21 KRAFT-FA INSULATION WITH PROPER WIRE TIES
INSTALLED AS PER N.Y,S, BUILDING CODE
-NEW BASEMENT: R-10 RIGID FOAM 2LO" BELOW GRADE AROUND ENTIRE
BASEMENT PERIMETER.
-BASEMENT CEILING: R 21 KRAFT-FA INSULATION WITH PROPER WIRE TIES
INSTALLED AS PER N Y S BUILDING CODE,
-CRAWL SPACE WALL; R-19, MINIMUM 2'-0" UNDER FINISHED GRADE,
DECK
57'-6" X 13'-7"
/
/-
/
//
ABOVE ABOVE
DINING RM
LL J
\
PROV 4" STP. STL. COL,
PBOV, 10"D, FIBERGLASS
~~~. TO COVER STEE[~.
KITCHEN
13'~10" X 24'-1:1"
LI ING RM.
20L5" X 15'-5"
BOTH SIDES OF 2 - I 3/4" X 9 1/2"
LVL MICROLLAM
SUN ROOM
21 '-7" X 21
II
FINISHED
BRICK
FACE
/ ' .. .
- ~s~ // ,// FO~q
STR. STL. COL
10" D. FIBERGLASS
,,COL TO COVER STEEL. ~ OVEN ~ ~ } ~
,
, ,0 FIRST FLOOR¢ N
¢' AREA 2,025 SQ.FT.
3'-11"
NOTE' FIRST FLOOR WALLS TO REMAIN
WHERE NO ALTERATION IS REQ,'D,
STU DY
11'-5"X 1 4'-7'
1'-11"
3'-11"
U
BATH 1
6'-9" X 5'-0"
FOYER
8'-11" X 5'-4"
DOOR SCHEDULE
DOOR I£ WIDTH HEIGHT DOOR DOOR
MATERIAL ~ANELS PANEL OPERATION
REP. LOCATION
(~)PAIR 5'-8" 6'-10" GLASS "Q" DBL, SWING BIKING ROOM
(~PAIR 5'-0" 6'-10" GLASS "R'~ DBL. SWING SUN-ROOM
(~PAIR 5' 0'~ 6'-10" SCREEN DBL SWING SUN ROOM
(~) 2'-8" 6'-10" SCREEN LE~r SWING SUN-ROOM
(~ 3'-0" 6'-10" 1/2 GL~S~ 2-FLAT "S" RIGHT SWING ENTRANCE 2
(~) PAIR 5'-0" 6'-8" WOOD 2-FLAT DSL. SWING STUDY
(~ 2'-2" 6'-8" WOOD 2-FLAT RIGHT SWING STUDY
(~ 2'-2" 6'-8" C/ODD 2-FLAT LEFT SWING STUDY
(~) 2'-6" 6'-8" WOOD 2-FLAT LEFT SWING STUDY
(~) 2'-6" 6L8" STEEL 2-FLAT LEFT SWING BASEMENT
(~) 2' 4" 6'-8" WOOD 2-FLAT LEFT SWING BATHROOM 1
(~) 2'-8" 6'-10" I/2 GLASS 2-FLAT "T" RIGHT SWIN( FOYER
(~) PAIR 4'-4" 6'-8" HOOD 2-FLAT DEL, SWING FOYER
~) 2'-6" 6'-8" HOOD 2-FLAT RIGHT SWINE BEDROOM 2
(~ PAIR 4'-0" 6'-8" HOOD 2-FLAT SLIDING BEDROOM 2
(~) 2'-6" 6'-8" ¢VOOD 2-FLAT RIGHT SWINE BEDROOM 3
(~) PAIR 4'-8" 6'-8" ¢VOOD 2-FLAT SLIDING BEDROOM 3
(~) 2'-4" 6'-8" HOOD 2-FLAT LEFT SWING BATHROOM 2
(~) 2'~6" 6'-8" I/2 GLASE 2-FLAT "U" RIGHT SWINE HALLWAY
~ 2'-4" 6'-8" HOOD 2-FLAT LEFT SWING LAUNDRY RM
~ Z-10" 6'-8" HOOD 2-FLAT LEFT SWING M, BEDROOM
~ 2L4" 6'-8" HOOD 2-FLAT RIGHT SWINE M, CLOSET
~) 2'-4" 6'-8" HOOD 2-FLAT =OCKET M. CLOSET
(~) 2'-6" 6'-8" HOOD 2-FLAT _EFT SWING M, BATHROON
WINDOW SPECS:
ALL WINDOWS TO BE ANDERSEN CLAD,
ANDERSEN ROUGH ROUGH PANEL
REFERENCE OPENING OPENING QTY, NOTES: REF
NUMBER WIDTH HEIGHT
~ TW28510-2W* 5'-8 1/4" EL0 7~8" 2 EGRESS
~ DHT2810-2W 5' 8 1/4" 1'-0 1/2" 6 TRANSOM
(~ TW28510-3W* 8'-6 3/8" 6'-0 7/8" 1
~ DHT2810 3W 8'-6 3/8" 1'-0 1/2" I TRANSOM
(~ ~/V28410-2W 5L8 1/4" 5'-0 7/8" 4 "C"
(~ ~/V24410 2'-6 1/8" 5'-0 7/8" 12
~ DHT2410 2'-6 1/8" 1'-0 1/2" 10 TRANSOM
~ TW2432 Z-6 1/8" 3'-4 7/8" 6 "E"
~ TW2432-2W 5'-0 1/4" 3'-4 7/8" 1
~) DHT2410-2W 5'-0 1/4" 1 '-0 1/2" I TRANSOM
~ TW28410 2'-10 1/8" 5'-0 7/8" 4 "G"
(~) TW210410' Z-0 1/8" 5'-0 7/8'~ 4 EGRESS "H"
~) TW210410*-2W 3L0 1/4" EL0 7/8" 1 EGRESS "J"
*THESE UNITS MEET OR EXCEED THE FOLLOWING
DIMENSIONS' CLEAR OPENABLE AREA OF 5,7 SC,
PT,, CLEAR OPENABLE WIDTH OF 20" AND CLEAR
OPENABLE HEIGHT OF 24"
**PROV. 2 1/4 GRILLE TO SIMULATE A
CHECK RAIL
0
bt.l '"
d
E E
to __
.
1/4" = 1 '0"
FIRST FLOOR
PLAN
A.1
IGENERAL NOTES:
1. ALL WORK SHALL COMPLY WITH FEDERAL, STATE. AND LOCAL BUILDING CODES
AND ORDINANCES.
2. BEFORE COMMENCEMENT OF WORK. THE CONTRACTORS SHALL FURNISH THE
OWNER AND ARCHITECT WITH COPIES OF ALL REQUIRED INSURANCE AND
WORKER'S COMPENSATION CERTIFICATES AND NAMES OF ALL SUBCONTRACTORS
3 THE CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND
CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS
FROM THE DIMENSIONS SHOWN.
4. THE CONTRACTOR SHALL SUPPLY ALL LABOR AND MATERIAL SHOWN ON THE
DRAWINGS UNLESS OTHERWISE NOTED,
6. THE CONTRACTOR SHALL PAY FOR AL PERMITS, FEES, AND COSTS RELATED TO
THE WORK OF THIS CONTRACT CONTRACTORS SHALL INITIATE ALL REQUIRED
INSPECTIONS OF ALL WORK COMPLETED UNDER THIS CONTRACT.
7 THE CONT~CTOR SHALL AT ALL TIMES KEEP THE PREMISES CLBN AND IS
RESPONSIBLE FOR REMOVAL OF ALL RUBBISH FOR ALL T~DES FROM THE JOB SITE,
5. ANY "EXTRAS" FOR ALL OR LEGITIMATE UNFORESEEN CONDITIONS SHALL BE
DOCUMENTED WITH THE COST OF APPROVAL BY OWNER OR HIS AGENT PRIOR TO
STARTING ADDITIONAL WORK.
9. DOUBLE JOISTS ARE TO BE INSTALLED UNDER ALL WALL PARTITIONS RUNNING
PARALLEL TO THE FRAMING, PROVIDE DOUBLE HBDER JOISTS AT ALL OPENINGS
REFER TO CONSTRUCT DRAWINGS FOR SIZES.
11, THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL SPECIAL WORK
SUCH AS BUT NOT LIMITED TO: MILLWORK, SPRINKLER SYSTEMS AND STEEL WORK,
ALL SHOP DRAWINGS NEED THE APPROVAL OF THE ARCHITECT BEFORE
PROCEEDING
[CONSTRUCTION LEGEND:
NEW EXTERIOR PARTITION- 2" X 6" WOOD STUD WALL W/ 1/2" CDX PLYWD.
EXTERIOR SHEATHING (TYVEK WRAPPED &TAPED), 6" EXPOSURE PERF. WD.
SHINGLES (PROV. I COAT BLEACHING OIL), 1/2" GYP MD. SCREWED/TAPED
CLR. P NE 4" COLONIAL BASE TR M, & R-21 FOIL FACE INSUL (HIGH DENSI'r~}
NEW INTERIOR PARTITION- 2" X 4" WOOD STUD WALL WITH 1/2" GYP. MD,
(SCREWED/TAPED) APPLIED BOTH SIDES. NOTE: PROVIDE MOISTURE
RESIST GYP. MD. (GREEN MD.) FOR ALL BATHROOM WALL AND CEILINGS.
PROV CEMENT WALL MD. FOR ALL TILE AREAS.
INTERIOR PAINT- TO BE "BENJAMIN MOORE" U O.N. ONE COAT PRIMER AND
TWO COATS FINISH (COLORS T B.D. BY OWNER) SATIN FIN THROUGHOUT
U.O,N ALLTRIM SEMI-GLOSS.
HARDWOOD FLOORING-SELECT WHITE OAK 2 1/4"W., 15LB. FELT.,
(3 FINISH COATS OF OIL BASED SATIN POLYURETHANE.
SUB-FLOOR-USE 3/4" THICK PLYVVOOD GLUED AND NAILED
SUB FOR TILE AREAS TO BE SCREWED AND GLUED.
CERAMIC TILE ~ "AMERICAN OLEAN" TILE OR APP. ED. TILE TO BE INSTALLED
OVER 1/2" CEMENT BOARD U.O.N. WALL AND FLOOR GROUT TO HAVE
WATERPROOF ADDITIVE MIXED IN.
PROV. ADDITIONAL 1/2" SUBFLOOR PRIOR TO INSTALLING CARPE~.
COLOR AND TYPE TO BE DETERMINED.
ELECTRICAL LEGEND:
NOTE: ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS DP THE N.Y.B.F.U. AND A CERTIFICATE: FROM THE N.Y.B.F.U. IS TO
BE PRESENTED TO THE OWNER AT THE COMPLETION OF THE JOB.
NOTE' THE OWNER SHALL PROVIDE ALL LIGHTING FIXTURES UNLESS OTHERWISE
NOTED. ALL OTHER ELECTRICAL EQUIPMENT AND MA~L. TO BE SUPPLIED BY THE
ELECTRICAL CONTRACTOR.
NOTE: ALL SWITCHES AND RECEPTACLES TO BE 'LUTRON~, "DEOORA" IN COLOR
O.NO.. DOWNLIGHT TRIMS TO BE WHITE.
(~ DUPLEX ELECTRICAL RECEPTACLE
~FO DUPLEX FLOOR OUTLET.
(~GFI DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
(~ DOUBLE-DUPLEX RECEPLTACLE/GROUND FAULT INTERRUPT
(~sc DUPLEX SEPARATE CIRCUIT RECEPTACLE
$ WALL SWITCH
5D8 DOOR-ACTIVATED LIGHT SWITCH
5sl54 3-WAY WALL SWITCH I 4-WAY WALL SWITCH
~JB JUNCTION BOX
CEILING
MOUNTED
~JB WALL MOUNTED JUNCTION BOX
~ RECESSED DOWNLIGHT (1O0w) "LIGHTOILER" OR APPROVED EQUAL
~E ~ERIOR MOUNTED DOWNLIGHT (100W)
-- F,Li FLUORESENT 2' X 4' LIGHT FIGURE
MJB WALL MOUNTED DUAL SPOT LIGHT
NEW CEILING MOUNTED JUNCTION BOX FOR RECESSED EXHAUST
~EF FAN/LIGHT WITH DUAL SWITCH AT WALL "BROAN" HEAW DU~ UNIT
OR APP EQUAL.
~F ~, MOUNTED LIGHT WITH FAN
SMOKE DETECTOR/CARSON MONOXIDE DETECTOR, TO BE HARD WIRED
OS~ TO CENT~L CONTROL BOX,
<;~T NEW TELEPHONE RECEPTACLE
<~C CABLE TV
<~v VACUUM OUTLET (PROVIDE NECESSARY ELEC. POWER)
~8T STRUCTURED CABLE
06 GAS LINE FOR FIREPLACE.
PLUMBING LEGEND
0p PROV. ALL NECESSARY PLUMBING ROUGHING AND VENTING AS INDICATED
ON CONSTRUCTION PLANS). FOLLOW ALL NECESSARY N.Y.S
BUILDING CODES THAT APPLY TO WORK BEING COMPLETED PROV. ALL
NECESSARY DRAIN VALVES.
0HE PROVIDE FROST FREE HOSE BIBS.
SHOWER HEAD
INSULATION NOTES
-NEW EXTERIOR WALLS. 2" X 6" WOOD STUD. r-21 FOIL FA. HIGH DENSITY
INSULATION BY ~CERTAINTEED' OR APPROVED EQUAL.
-NEW ROOF: R-38 KRAFT-FA INSULATION BY 'CERTAINTEED' OR APPROVED
EQUAL.
-CRAWL SPACE: R 21 KRAFT FA INSULATION WITH PROPER WIRE TIES
INSTALLED AS PER N.Y.S. BUILDING CODE.
-NEW BASEMENT: R-10 RIGID FOAM 2'-0" BELOW GRADE AROUND ENTIRE
BASEMENT PERIMETER.
-BASEMENT CEILING: R-21 KRAFT-FA. INSULATION WITH PROPER WIRE TIES
INSTALLED AS PER N.Y S. BUILDING CODE. MINIMUM 2'-0" UNDER FINISHED
GRADE.
-CRAWL SPACE WALL: R-19, MINIMUM 2'-0" UNDER FINISHED GRADE.
TO TWO
M.BATHROOM
3'-10" X 9'-7"
M.BEDROOM
20'-6" X 13'-6"
CHliV BY TO
ED BRICK TO
MATCF I BELOW.
BEDROOM #1 % %
13'-7" X 1 1 '-0" '~
PULL-DH. STAIR BY
JJ
LAUNDRY RM.
9'-6" X 4'-10"
DOOR SCHEDULE
DOOR lB WIDTH HEIGHT DOOR PANELS PANEL OPERATION DOOR
~IATERIAL REF.
(~ LOCATION
[~~m~ H~ 8PAIR 5'-4" 6'-8" GLASS "Q" DBL. SWING M. BEDROOM
j~~H~ _~ j~ H ~ 2'-6" 6'-8" WOOD 2-FLAT LEFT SWING BEDROOM 1
~J~hllMl~ hlhlPlfd M½PIhilHII
WINDOW SPECS:
ALL WINDOWS TO BE ANDERSEN CLAD.
ANDERSEN ROUGH ROUGH
REFERENCE OPENING OPENING QTY NOTES; PANEL
NUMBER WIDTH HEIGHT REF.
~ TW28510-2W* 5'-8 1/4" 6'-0 7/8" 2 EGRESS
~ DHT2810-2W 5'-8 1/4" 1'-0 1/2" 6 TRANSOM "A"
~) TW28510-3W* 8'-6 3/8" 6'-0 7/8" 1
(~) DHT2810-3W 8'-6 3/8" 1 ~-0 1/2" I TRANSOM "B"
(~) TW28410-2W 5'-8 1/4" 5~-0 7/8" 4 "C"
~ DHT2410 2'-6 1/8" 1'-0 1/2" 10 TRANSOM "D"
~) TW2432-2W 5'-0 1/4" 3I-4 7/8" 1
~) DHT2410-2W 5I_0 1/4" 1,-0 1/2,, I TRANSOM "F'I
~) TW28410 2'-10 1/8" 5'-0 7/8" 4 "G"
(~) TW210410' 3'-0 1/8" 5'-0 7/8" 4 EGRESS "H"
~) TW210410*-2W 3,_0 1/4, 5,.0 7/8,, I EGRESS ,,J,,
~) ~vw251 2'-4 7/8" 2'~4 7/8" 2 "N"
*THESE UNITS MEET OR EXCEED THE FOLLOWING
DIMENSIONS' CLEAR OPENABLE AREA OF 5.7 SO.
BATHROOM 2
1 1 '-5" X 5'-2"
/ /
SECOND FLOOR PLAN
AREA
I ,500 SQ FT.
FT., CLEAR OPENABLE WIDTH OF 20" AND CLEAR
OPENABLE HEIGHT OF 24"
**PROV. 2 1/4" GRILLE TO SIMULATE A
CHECK RAIL
3'-11"
Os[:)
BEDROOM #3
11'-6" X 10'-10"
1'-11"
3'-11"
1'-11"
3'-11"
BEDROOM #2
1 1 '-6" X 13'-0"
THESE DRAWINGS AS INSTRUMENTS OF SERVICE,
ARB THE SOLE pROPERTY OF THE ARCHITECT
LU
rr
rr
LLIz
D
LU~ W a
J
to ~6 ¥ q
SCALE;
1/4"= 1 '0"
DWG. NAME;
SECOND
FLOOR PLAN
DWG. NO.:
A.2
PROV, 2" X 10" ACQ
PROV 1-3/4" X 11-7/8" RIMJOIST
AROUND ENTIRE PERIMETER.
I 3/4" X 14" CPI-40 C,J.
!.OE [~/L
3- I 3/4" X 11 7/8" LVL W/2- 3/4"
(FLUSH)
PROV, JOIST HANGERS AT
ALL FLUSH REAM LOC (TYP,)
3- I 3/4" X 11 7/8" LVL W/2- 3/4"
STL PLTS, "Db I I ER HEADER"
(FLUSH)
11 7/8" 2.0E,
(FLUSH)
AROUND ENTIRE PERIMETER.
DBL. I 11 7/8" 2.0~
G-P LAM. LVL (FLUSH)
@16"00.
II
DBL. 1 3/4" X 1 1 7/8"
AM 2.0E LVL
(FLUSH)
Jl
DEL. I 3/4" X 11 7/8" 2,0E
G-P LAM LVL
PARALLEL PARTITIONS
,I
SECOND FLOOR DECK
FRAMING PLAN
THESE DRAWINGS ARE FOR REFERENCE
sOcN,AL~2D TH EY ARE NOT INTEN DED TO BE
NOTE; PROV. JOIST HANGERS AT ALL
FLUSH BEAM LOCATIONS. PROV. GUSSET
PLATES WHERE REQUIRED.
1/4"= ~ '0"
SECOND FLOOR
DECK FRAMING
A.2-1
DBL,
2.0E LVL HEADER. (TYp.)
¢- 2" X 10" C,J.
@18"O,O.
2.0E LVL HEADER. (TYP.)
,.. 2" X 10" C.J.
2" X 10" C.J.
III
II
,I
/ 2" X 10" C.J.
SECOND FLOOR CEILING
FRAMING PLAN
THESE DRAWINGS ARE FOR IREFERENCE
sO(~AL~¢2D THEY ARE NOT INTENDED TO BE
0o
13z
rr
rtl
SCALE'
1/4"-- 1 '0"
DWG. NAME'
SECOND FLOOR
CEILING
FRAMING
DWG. NO,:
A.2-2
2" X 4" "FLYING RAKE" RAFTERS
ON ALL GABLE ROOF ENDS
2-1 3/4" X 11 7/8" 2.0 E G-P LAM
LVL RIDGE BEAM
RAKE" RAFTERS
ON ALL GABLE ROOF ENDS. ¢rYP.)
2" X 12" R,R. @
2" X 8" R R
INSULATE R.R.
R-38
2" X 12" R R. @ 16" O O.
INSULATE R.R.
R-38
INSULATE R.R.
R-38
2" X 12" R,R ~ 16" O,C. 2" X 12" R R. @ 16" O,C,
2 X 4 FLYING RAKE RAFTERS
ON ALL GABLE ROOF ENDS. (TYP.)
ROOF FRAMING PLAN
THESE DRAWINGS ARE FOR REFERENCE I
ONLY AND THEY ARE NOT INTENDED TO BE
SCA LED.
0
0 0m
ROOF FRAMING
P~N
A.2-3
PROM, 40 YEAR "GAF" ASPHALT
ROOF SHINGLES. (TYP, ALL AREAS)
OVER 15 LB, FELT PROM. ~VEATHER DBL. I 3/4" X 1 1 ?/8" RIDGE
OR APP EQ (TYP, ALL) ~ ~(TYP. WHERE INSUL.)
PROVIDE I 3/4" X 11 7/8" MICROLLAM
HEADER ABOVE ALL WINDOW &
DOOR OPENINGS ~P. ALL AR~
(ON 15LB, FELT ~P, ALL ~R~S)~
PROM. "W~TH~WATCH' UNDER-
~YMENTUP210 ROOFED~E' ~X ~ I I I I I I kI I I I I I I 16.
~VlDE 1 ~/4tlX 11 7/ I' MICROLmM ~ X 2 Xl0' FIJ ¢ 10lOiC 1 */4UXll 7/8ll~p'65 F'J' ~ 16'O'0' ~", X I 3'4"Xll 7'8"GPI65FJ ¢ 16"OC ~P,)
OR OPENINGS ~P. ALL AREAS) ~ [' ~X ~ [ ~ [ [ I i [ I [ I ~~ ~ 3" I ~/4ll X I I 7/8'l LYE W/2' */4Il
I ' O~M G-P ~M LVL. (FLUSH) (FLUSH)
/
8" p. CONG. FOUNDATION X 24" X 12" D. P. CONI 1. __
PF
R-38 HIGH DENSITY FIBERGLAS
FA, INSUL, (TY'P, ALL AREAS)
2" X 4" "FLYING RAKE" RAFTERS
ALL GABLE ROOF ENDS)
2" X 12" R R. @ 16" OIC.
(TYP, WHERE INSUL.)
PROVIDE I 3/4" X 1 1 7/8" MICROLLAM
HEADER ABOVE ALL WINDOW &
DOOR OPENINGS (TYP, ALL AREAS)
5/8" CDX PLYWOOD SHEATHING
(ON 15LB FELTTYP. ALLAREAS)
PROM. "WEATHERWATCH" UNDER-
R-Z1 FOIL FA, INSULATION.
PROVIDE I 3/4" X 11 7/8" MICROLLAM
I NDOW &
DOOR OPENINGS (T~P. ALL AREAS)
2" X 6" EXT. STUD WALL. PROM,
1/2" CDX PL~/VOOD Wf'IWVEK
HOMEWRAP" UNDER ALL EXT.
SIDING.
R121 FOIL FA INSULATION.
(TYPICAL ALL AREAS)
PROM 1-3/4" X 11-7/8" RIMJOIST
AROUND ENTIRE PERIMETER,
DBL. 2" X 6" ACQ SILL PLATE W/
5/8" X 10" STL. ANCHOR
BOLT BUR. IN FDN, @ 4' O.C
(TYPICAL ALL)
SI: P. GONG' FOUNDATION
W,W,M. 6X6 REINF, IN WALL
0~P. ALL FDN AREAS)
4" P. CONG. ~LAS ON COMP.
FILL WITH W,~/,M.6 X 6 REINF.
(~YP. ALL BASEMENT AREA)
REAR SECTION ELEVATION
STUD
STUD
WALL
SHE
(S), 2"X 10" OF WALL
SHEATHING TO WINDOW
H~.ADER HEADER
10d NAILS OR --
18d SINKERS
8" O.C, VERTICAL
4" O,C HORIZONTAL
STRONG-WALL
SHEARWALL
PICAL AT
~A~H CORNER)
CONNECTION OF WALL
4LATHING TO 2IiX 6'1 STUDS
pR EIATFACHED
PHD6 WITH
12 SDS 1/4X3
SILL PLATE TO
FOUNDATION --
USING USP BEARING
pLATE FASTENERS
(HBPS/LSPS)
JACK
TRUSS BRACING I STUDS
~4TS12) I CONNECTION OF WALL SHEATHING
TRUSS/RAFTER TO WINDOW HEADER
TOP pLATE
(RPS4) (EXAM PLE)
D TO STUD
(CS16)
RIDGE 1L0SdT XA2 'S/T2RFAAPsTENER
g %%%%MEMBSRS W,TH SLOPE
OF 7/12 OR GREATER).
CONNECTION OF RIGDE
BEAM TO ROOF RAFTER ~A1-1/
(EXAMPLE)
X- BRACING
(EXAMPLE)
I SCREW THROUGH
BRACE AT EACH
FLANGE
0.75" X 33 MIL
'O BAND JOIST
(0S16)
FADER ANCHORAGE
(LSTA18)
11 7/8Il BOX SEAM
S~LL PLATE TO
FOUNDATION
USP BEARING
PLATE FASTENERS
(HBPS/LBPS)
SILL PLATE TO
FOUNDATION
(bP)
PROM MSTAL FLASHING
AT ALL WINDOW SILLS.
CI~P, ALL LOCATIONS)
METAL FASTENER SCHEDULE
(EXAM PLE)
SIMPSON HL35
ANGLE BRACKET
DBL. MICROLLAM
CORNER CONNECTION
(EXAMPLE)
CLIP ANGLE (BOTH SIDES OF
CONNECTION) MIN. LENGTH = JOIST
WEB DEPTH MINUS 1/2"
8 SCREWS (4 PER LEG
JOIST TO HEADER JOIST ~
(EXAMPLE)
(3) 2"X 10"
HEADER
CONNECTION OF WINDOW
TO EXTERIOR WALL.
SIMPSON LSTA18 STRAP WITH
(12) 10d FASTENER,
2" X S" BLOCKING
BIRDSMOUTH CUT
LOW END OF JOIST ONLY
(EXAMPLE)
JACK'
CONNECTI,ON OF WALL SHEATHING
TO STUDS AROUND WINDOW HEADER
(EXAMPLE)
FRAMING
~OI MEMBER FLOOR
SUPPORT BEAM
CONNECTION Of FLOOR FRAMING
TO SUPPORT BEAM, SIMPSON LTS12
STRAP WITH (12) 10d X 1 1/2" FASTENER
INTO FLOOR JOIST AND SUPPORT BEAM
CONNECTION OF FLOOR FRAMING ~
TO SUPPORT BEAM.
(EXAMPLE)
ROOF SHEATING TO
-- '"" WALL STUDS
DOUBLE
I TOP PLATE
I METAL HURRICANE/
CON ~VEAC~iOR /
CONNECTION OF TOP
WALL PLATE TO WALL STUD.
-- WALL STUD
WALL STUD
-- BOTTOM PLATE
BAND JOIST
~Ol MEMBER FLOOR SUPPORT BEAM
NECTION OF WALL TO FLOOR FRAMING
SIMPSON LSTA18 STRAP WITH
(12) 10d FASTENER,
CONNECTION OF BAND JOIST TO SUPPORT
SIMPSON LTP4 STRAP (12) 8d X 1 1/2"
CONNECTION OF WALL //~10~
TO FLOOR FRAMING.
(EXAMPLE)
Ol i;
D
~0
/4"= 1 '0"
PANEL LEGEND
(REFER TO TABLE 1609.1.4)
PANEL SIZE
REP, ~PE AND ¢ OF SCREWS
WIDTH I HEIGHT
¢8 SCREWS @ 12" C.C.
"A" HORIZONTAL- 12 VERTICAL- 16 6'-4" X 8'-0"
¢8 SCREWS @ 16" O C.
"B" HORIZONTAL - 4 VERTICAL - 8 2'-11" × 5'-0"
¢8 SCREWS @ 12" O,C.
"C" HORIZONTAL - 12 VERTICAL - 14 6'-4" X 7'-0"
¢8 SCREWS @ 12" O,C.
"D" HORIZONTAL - 6 VERTICAL - 14 3'-3" X 7'~0"
¢6 SCREWS @ 16" O,C.
"E~' HORIZONTAL - 6 VERTICAL - 8 3'-3" X 5'-4"
¢8 SCREWS @ 16" O,C.
"F" HORIZONTAL - 10 VERTICAL - 8 5~-8'' X 5'-4"
¢8 SCREWS @ 16"
"G" HORIZONTAL - 6 VERTICAL - 10 3'-7" X 5'-8"
¢8 SCREWS @ 16" O.C,
~H" HORIZONTAL - 6 VERTICAL - 10 3'-9" X 5'-8"
¢8 SCREWS @ 12" O,C,
"J" HORIZONTAL - 14 VERTICAL - 12 6'-8" X 5L8~
¢8 SCREWS @ 16" O,C.
"K" HORIZONTAL - 8 VERTICAL - 10 5'-0" X 5'-8"
¢8 SCREWS @ 16" O,C.
"L" HORIZONTAL - 6 VERTICAL - 6 3'-7" X 4~-0''
¢6 SCREWS @ 16" O,C.
"M" HORIZONTAL - 6 VERTICAL - 6 3'-9" X 4'-0"
¢8 SCREWS @ 16" O.C,
"N" HORIZONTAL- 6 VERTICAL- 4 3'-1" X 3'-0"
¢8 SCREWS @ 16" O,C.
"P" HORIZONTAL - 8 VERTICAL- 8 4'-9" X 4L8"
¢8 SCREWS @ 12" O,C,
"Q" HORIZONTAL - 12 VERTICAL- 18 6'-0" X 8'-10"
#8 SCREWS @ 12"
"R" -IORIZONTAL - 12 VERTICAL - 18 5'-8" X 8'-10"
#8 SCREWS @ 12" O,C.
"S" HORIZONTAL - 8 VERTICAL - 18 3'-8" X 8'-10"
¢8 SCREWS @ 12" O C.
'%" -IORIZONTAL - 6 VERTICAL 18 3'-4" X 8'-10*'
¢8 SCREWS @ 12" O.C,
"U" -IORIZONTAL - 6 VERTICAL - 18 3'-2" X 8'-8"
ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELSWlTH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8'-6"
SHALL BE PERMITFED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS, PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED
(REFER TO SECTION 1609,1,4 ABD 1609,6,5 AND TABLE 1609,1.4)
TABLE 1 609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS
PANEL SPAN % 2'-0" < PANEL 4'-0" < PANEL (B'-0" < PANEL
FASTENER TYPE
2'43" SPAN % 4'-0" SPAN <~ 6'-0" SPAN <_ 8L0''
I 1/2" ¢6 WOOD SCREWS 16 16 12 9
I 1/2" ¢8 WOOD SC R EWS 16 16 16 12
PROV. 4" WIDE AZEK TRIMSOARD
FOR ALL FASCIAS
ii¸
TTTI-T
Ti
T T,7
PROV, LIFETIME "GAF" ASPHALT
ROOF SHINGLES, (TYp, AL,,L AREAS)
OVER 15 LB. FELT, PROV, WEATHER
WATCH" UP 2'-0" OF ROOF EDGE
PROV. CONT. 6" ALUM. GUTFERS
NOTE:
REFER TO A I & A 2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS
I 1/2'~ ¢8 WOOD SCREWS
2'-0" < PANEL
SPAN < 6'-0"
6'-0" < PANEL
SPAN < 5L0"
PROVIDE 6" EXPOSURE CLR,
BEVEL CEDAR SIDING. (TYP.) ~
12
_B
PRO'V, LIFETIME GAF ASPHALT
ROOIF SHINGLES. (TYP. ALL AREAS)
OVER 15 LB FELT PROV. "WEATHER
WATCH" UP 2'-0" OF ROOF EDGE,
SOUTH ELEVATION
Bi
PROVIDE 6" EXPOSURE CLR,
BEVEL CEDAR SI[DING
PROV. CONT 5" ALUM. GUTrERS
S. t~YP. ALL AREAS)
PROVIDE 6" EXPOSURE CLR.
BEVEL CEDAR SIDING
PRIOVIDE 6" "AZEK" TRIM OVER 5/8" CDX.
PL'~'VVOOD BLOCKING (TYPICAL ALL AREAS)
0o
z;
QZ
BATH 1
5'-0" X 6'-4"
FOYER
5'-4" X 8'-4"
WEST ELEVATION
THESE DRAWINGS AS INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERT~ OF THE ARCHITECT
NO REVISIONS, CHANGES, AND/OR MODIFICATIONS
SHALL BE ALLOWED WITHOUT WRITTEN AUTHORIZATION
BY THE ARCHITECT, ANY REPRODUCTION IN PART
OR WHOLE IS STRICTLY PROHIBITED BY LAW
A.4
PANEL LEGEND
(REFER TO TABLE 1609,1,4)
PANEL SIZE
REF. TYPE AND # OF SCREWS
WI~DTH I HEIGHT
¢8 SCREWS @ 12" 0 C
"A", HORIZONTAL - 12 VERTICAL - 16 6~-4" X 3'-0"
¢8 SCREWS @ 16" O,C,
"B" HORIZONTAL - 4 VERTICAL - 8 2'-11" X 5'-0"
#8 SCREWS @ 12" O.C,
"C" HORIZONTAL - 12 VERTICAL - 14 6'-4" X 7'-0"
¢8 SCREWS b~ 12" O C.
"D" HORIZONTAL - 6 VERTICAL - 14 3'-3" X 7'-0"
¢8 SCREWS @ 16" O,C,
"E" HORIZONTAL - 6 VERTICAL - 8 3'-3" X 5'-4"
¢8 SCREWS @ 16" O,C,
"F" HORIZONTAL - 10 VERTICAL - 8 5'~8" X 5'-4"
¢8 SCREWS @ 16" O,C,
"G'~ HORIZONTAL - 6 VERTICAL - 10 3'-7" X 5'-8"
¢8 SCREWS ~ 16" C.C.
"H" HORIZONTAL - 6 VERTICAL - 10 3'-9" X 5'-8"
#8 SCREWS @ 12" O,C.
"J'~ HORIZONTAL - 14 VERTICAL - 12 6'-8" X 5'-8"
¢8 SCREWS @ 16" O,C,
"K" HORIZONTAL - 8 VERTICAL - 10 5'-0" X 5~-8"
¢8 SCREWS @ 16" O.C,
"L" HORIZONTAL - 6 VERTICAL - 6 3'-7" X
~¢8 SCREWS @ 15" O,C.
"M" HORIZONTAL - 6 VERTICAL - 6 3'-9" X 4'-0"
#8 SCREWS @ 16" C.C.
"N" -IORIZONTAL - 6 VERTICAL - 4 3L1" X 3'-0"
¢8 SCREWS @ 16" O,C
¢8 SCREWS @ 12" O C.
"Q" HORIZONTAL - 12 VERTICAL - 18 6'-0" X 8'-10"
¢8 SCREWS @ 12" O,C
"R" RORIZONTAL - 12 VERTICAL - 18 5'-8" X 8'-10"
¢8 SCREWS @ 12" O,C,
"S'~ HORIZONTAL - 8 VERTICAL - 18 3'-8" X 8'-10"
¢8 SCREWS @ 12" O C
"T" HORIZONTAL - 6 VERTICAL - 18 3'-4" X 8'-10"
#8 SCREWS @ 12" O.C
"U" HORIZONTAL - 6 VERTICAL - 18 3'-2" X 8'-8"
ALTERNATIVE FOR OPENING PROTECTION
WOOD STRUCTURAL PANELSWlTH A MINIMUM THICKNESS OF 7/16" AND MAXI~MUM PANEL SPAN OF 8'-0"
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATrACHMENT HARDWARE PROVIDED,
(REFER TO SECTION 1609.1 4 ADD 1609,6,5 AND TABLE 1609,1.4)
TABLE 1609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTRAL PANELS
PANEL SPAN % 2'-0" < PANEL 4'-0" < PANEL 6'-0" < PANEL
FASTENER TYPE
2L0" SPAN _< 4'-0" SPAN <_ 6'-0" SPAN <_ 8'-0"
I 1/2" ¢6 WOOD SCREWS 16 16 12 9
I 1/2" #8 WOOD SCREWS 16 16 16 12
15
PROVIDE 6" EXPOSURE CLR.
BEVEL CEDAR SIDING. (TYP.) ~
NOTE:
REFER TO A.1 & A.2 WINDOW & DOOR SCHEDULES FOR PANEL LOCATIONS,
1/2" #8 WOOD SCREWS
2'-6" < PANEL
SPAN < 6'-0"
6' 0" < PANEL 6'-0" < PANEL
SPAN < 8'-0" SPAN < 8'-0"
12
PROV, 4" WIDE AZEK TRIM BOARD
FOR ALL FASCIAS
PBOV, LIFETIME "GAF" ASPHALT
HINGLES, (TYp. ALL AREAS)
OVER 15 LB. FELT, PROV, "WEATHER
WATCH" UP 2'-0" OF ROOF EDGE
T 7T
TT
,TT[ T
T
PROV, 4" WIDE AZEK TRIMBOARD
FOR ALL FASCIAS
PROV, CONT. 6" ALUM, GUTFERS
(TYp, ALL AREAS)
PROVIDE 6" "AZEK" TRIM OVER 5/8" CDX
PLYVVOOD BLOCKING 0W'PICAL ALL AREAS)
NORTH ELEVATION
PROV I .IFETIME "GAF" ASPHALT
3LES, (TYP. ALL AREAS)
OVER 15 LB. FELT. PROV, "WEATHER
WATCH" UP 2'-0" OF ROOF EDGE,
TTT
PROV, 4" WIDE AZEK TRIMBOARD
FOR ALL FASCIAS
PROV CONT, 6" ALUM, GUTTERS
CfYP ALL AREAS)
PROVIDE 5" EXPOSURE CLR.
BEVEL CEDAR SIDING. cr~P )
PROVIDE 6" "AZEK" TRIM OVER 5/8" CDX.
PLYWOOD BLOCKING (TYPICAL ALL AREAS)
5
EAST ELEVATION
1/4"= 1 '0"
DWG. NAME:
EAST & NORTH
ELEVATIONS
DWG. NO.:
A.4-1
GENERAL NOTES:
I FAMILY DETACHED DWELLING
ZO N E 11 B
MINIMUM EQUIPMENT PERFORMANCE
HEATING & COOLING
CRITERIA ZONE 11B
DETACHED ONE FAMILY WALLS
MODE: HEATING OR COOLING 0.14
ROOF CEIUNG 0.031
UNHEATED SLAB ON GRADE 4.5
BASEMENT WALL a,b, 0,1
CRAWL SPACE WALL 0.06
PERSPECTIVE BUILDING ENVELOPE REQUIREMENTS
WINDOW AREA 30% OF GROSS EXTERIOR WALL AREA
MAXIMUM MAXIMUM
HEATING
GLAZING CEILING EXTERIOR WALL FLOOR BASEMENT WALL SI~,B PERIMETER CRAWL SPACE
DEGREEE DAYS U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE
ZONE 11B
0.45 R-38 R-21 R-21 R-10 R-9,2 ET R-19
5750
CLIMATE-SPECIFIC REQUIRED & PROPOSED
PROPOSEE MINIMUM NOTES:
DESCRIPTION
R-VALUE R-VALUE
WALL TYPE I 8" P.CONC. 9' H R - 10 R - 10 8" P,CONC FNDN. WALL ON TOP OF A CONT FOOTING,
WALL TYPE 2 8" P.CONC. 4' H, R - 19 R - 19 8" P CONC, FNDN, WALL ON TOP OF A CONT, FOOTING.
WALL TYPE 3 2"X6" W,D,STU D =~-21 R-21 2" X 6" WOOD STUD WALL WITH DBX PLY WD,
WALL TYPE 4 2"X4" W.D,STU D R-13 R-13 2" X 4" WOOD STUD WALL WITH 1/2" GYP, SD
ASPHALT
ROOF TYPE SHINGLE R - 38 R - 38 GAF TIMBERLINE LIFETIME ROOF SHINGLE,
FLOOR TYPE I 3/4" X 11 7/8" R-21 R-21 I 3/4"X 11 ?/8' TGI PRO. 350 F.J, ~ 16"O,0,
CEILING TYPE 2" X 10" C,J. N/R N/R 2" X 10" CEILING JOIST @ 16" 0.C,
SLAB 4" P.CONC, R - 9,2 R - 9,2 4" P.OONQ,SLAB ON COMP. FILL W/W,W,M. 6 X 6 REINF.
CLIMATE AND GEORGRAPHIC DESIGN CRITERIA
TABLE 301.2 (RESIDENTIAL CODE OF NEW YORK)
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ~,2 WINTER ICE SHIELD FLQOD
FLOORS, WALLS, AND CEILINGS
OVER OUTSIDE AIR.
[NSULLATION
DESCRIPTION R-VALUE U - FACTOR X AREA = UA
CEILING R-35 0.31 1,500 SQ.FT 465
INTERIOR FLOOR R-21 0,31 ],550 SQ,FT 1,100
EXTERIOR WALLS R-21 0,31 ¢,004 SQ.FT 1,242
WALLS, WINDOWS, AND DOORS
INSULLATION
DESCRIPTION R-VALUE U - FACTOR XAREA = UA
WALL R-21 Lo=0.14 4,004 SC.Fr. 560
WINDOW R= ,3 / SC.FT. 0,35 941 SQ FT, 330
DOOR N/A 0.35 132 SC.FT. 46,2
TOTAL AREA 5,07? SQ,FT,
FLOORS AND FOUNDATIONS
FLOOR OVER IINSULLATION INSULLATION U-FACTOR OR AREA OR
UNCONDITIONED DEPTH R - FACTOR F - FACTOR X PERIMITER = UA
DESCRIPTION
BASEMENT WALL 8' R= 10 0,56 164 LIN.PT, 91
BASEMENT WALL 4' R= 10 0,56 70 LIN,FT. 39
UNHEATED SLAB 4" R= 4 5 N/A 2,050 SC,FT. N/A
TOTAL PROPOSED UA 130
DESIGN CRITERIA
REF. TABLE R301.2(2)
AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA)
WOOD FRAME CONSTRUCTION
ROOF > 30°'- 36,3 -30.3 -46.4
40' Xl.53 ROOF > 30"-40° Xl.53
23,7
WIND SPEED
120 M/HR
GENERAL FLOOR PLAN NOTES
I DIMENSIONS SHALL TAKE PRECEDENT OVER SCALE DRAWINGS (DO NOT SCALE DRAWINGS}
2, ALL INTERIOR WALLS TO BE COVERED WITH 1/2" GYPSUM BOARD WITH METAL CORNER REINFORCING,
TAPE, FLOAT, AND SAND (3 COSTS),
3, WALLS COMMON TO GARAGE AND HOUSE TO HAVE A LAYER OF 5/8% FIRE RATED GYPSUM BOARD
AT GARAGE SIDE WITH 5'-0" RETURN ON ADJACENT WALLS AND CEILING, MANUFACTURED LUMBER
REQUIRES 2 LAYERS OF 5/8", FIRE RATED GYPSUM BOARD
4. ALL BATH AND TOILET AREA WALLS ANT CEILING ADJACENT TO WET AREAS TO HAVE WATER
RESISTANT GYPSUM BOARD, OF WALL TILE SET ON WONDERBOARD OR EQUAL.
GENERAL FRAMING NOTES
1. ALL WALLS, 2"X4' AND 2"X6", TO BE STUD GRADE OF BI- I I ER 16" O/C. ALL OTHER FRAMING MATERIAL
TO BE #2 DOUGLAS FIR OR BEarER,
2. ALL WOOD FRAMING IN CONTRACT WITH CONCRETE OR MASONRY TO BE PRESSURE TREATED,
3, PROVIDE DOUBLE FLOOR JOISTS UNDER ALL WALLS PARALLEL TO FLOOR JOIST SPAN DIRECTION UNLESS
OTHERWISE SPECIFIED,
4 PROVIDE X-BRACING OR SOLID BLOCKING AT A MAXIMUM OF 8' 0" O/C FOR ALL DIMENSIONAL
LUMBER FLOOR JOISTS,
5, FLOOR CONSTRUCTION' 3/4" TONGUE AND GROOVE PLYWOOD SUBFLOOR, FINISHED MATERIALTO BE
APPLIED OVER SUBFLOOR GLUE AND SCREW PLYWOOD DECKING TO FLOOR JOISTS
6, ALL WINDOW AND DOOR HEADERS TO BE MINIMUM (2) 2"X10" UNLESS OTHERWISE SPECIFIED.
ALL ~NTERIOR HEADERS TO BE (2) 2"Xl 0" UNLESS OTHERWISE SPECIFIED.
7, PROVIDE FULL SOLID BLOCKING UNDER ALL BEARING WALLS,
8, ALL BEAMS TO HAVE ADEQUATE BEARING AT EACH END OR AS SPECIFIED.
9, ALL FLUSH BEAM AND JOIST INTERSECTIONS TO HAVE GALVANIZED HANGERS.
10, TYPICAL EXTERIOR WALLS AND ROOF TO SE SHEATHED WITH 1/2" EXTERIOR GRADE pLYWOOD OR
7/16" OSB PLYWOOD, pLYVVOOD TO SPAN OVER ALL PLATES AND HEADERS.
11, PROVIDE INSULATION BAFFLES AT LAVE VENTS BETWEEN RAFTER.
GENERAL ELEVATION NOTES
1, EXTERIOR FLASHING TO BE CORRECTLY INSTALLED AT ALL CONNECTIONS BETWEEN ROOFS, WALLS,
CHIMNEYS, PROJECTIONS, AND PENETRATIONS AS REQUIRED BY APPROVED CONSTRUCTION
PRACTICES.
2. GENERAL CONTRACTOR TO PROVIDE ADEQUATE ATTIC VENTILATION AND ROOF VENTS.
3, PROVIDE APPROPRIATE SOFFIT VENTILATION AT OVERHANGS
GENERAL PLUMBING NOTES
1, PLUMBING SUBCONTRACTOR TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODE AND
SAFETY REQUIREMENTS.
2. IF WALL PLATES OR JOIST ARE CUT DURING THE INSTALLATION OF PLUMBING FIXTURES OR
EQUIPMENT PROVIDE BRACING TO THE FRAMING BACK TOGETHER
GENERAL HVAC SYSTEM NOTES
1, MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND
SAFETY REQUIREMENTS.
2, HVAC SUBCONTRACTOR TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE
EQUIPMENT SUPPLIER
3, HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO GENERAL
CONTRACTOR, OWNER, AND EQUIPMENT SUPPLIER FOR FINAL REVIEW AND APPROVAL.
EMERGENCY ESCAPE AND RESCUE OPENINGS SECTION R310
1, MINIMUM OF ONE EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED IN EVERY SLEEPING ROOM,
2, OPENING SILL HEIGHT TO SE A MNIMUM OF 44 INCHES ABOVE FLOOR,
3, NET CLEAR OPENING SIZE TO BE A MINUMUM OF 5.7 SQUARE FEET,
4, MINIMUM OF 5 0 SQAURE FEET REQUIRED FOR GRADE FLOOR OPENINGS
5 MINIMUM NET CLEAR OPENING SILL HEIGHT LOCATED BELOW ADJACENT GROUND ELEVATIONS,
WINDOW WELL REQUIRED ALLOW FOR DOOR OR WINDOW TO BE FULLY OPENED,
6, MINIMUM OF 9 SQUARE FEET IN HORIZONTAL DIMENSION, MINIMUM WIDTH OF 36 INCHES
(ENCROACHMENT OF 6 INCHES PERMI~ED FOR LADDER OR STEPS).
7, PERMANENT COMPLYING LADDER OR STEPS WHERE VERTICAL DEPTH EXCEEDS 44 INCHES.
8, BULKHEAD ENCLOSURES WITH DIRECT EXTERIOR ACCESS PERMI~ED IF IN COMPLIANCEWlTH MINIMUM
NET CLEAR OPENING REQUIREMENTS
9 BARS, GRILLES, COVERS AND SCREENS PROHIBITED UNLESS DEVICES RELEASABLE OR REMOVABLE FROM
INSIDE WITHOUT USE OF KEY, TOOL OR EXCESSIVE FORCE,
NAILING SCHEDULE
PRESCRIPTIVE DESIGN TABLE 3,1 (AMERICAN FOREST & PAPER ASSOCIATION
CONNECTION FASTENING SPACING
NO. COMMON
I RAFTER TO TOP PLATE (TOE-NAILED}@I 6" O.C 3 8d PER RAFTER
2 CEILING JOIST TO TOP PLATE (TOE-NIAILED) 3 8d PER JOIST
3 CEILING JOIST TO PARALLEL RAFTEFR (FACE-NAILED) (SEE TABLE 3,7) EACH LAP
4 CEILING JOIST LAPS OVER PARTITIONS
FACE-NAILED) (SEE TABLE 3.7) EACH LAP
5 DOLLAR TIE TO RAFTER (FACE-NAILED} (SEE TABLE 3,4) PER LIE
6 BLOCKING TO RAFTER (TOE-NAILED) 2-8D EACH END
7 RIM BOARD TO RAFTER (END-NAILED) 2-16D EACH END
9 TOP PLATE TO TOP PLATE (FACE-NAIILED) 2-16D 'ER FOOT
9 TOP PLATE AT INTERSECTIONS (FACIE-NAILEB) 4-16D JOINTS-EACH SIDE
10 STUD TO STUD (FACE-NAILED) 2-16D 24" O,C.
11 HEADER TO HEADER (FACE-NAILED) 16D 16" C.C. ALONG EDGES
12 'OP OR Bo~roM PLATE TO STUD (EIND-NAILEB) 2-16D PER 2 X 4 STUD
13 BO~FOM PLATE TO FLOOR JOIST, BAND JOIST, END JOIST
OR BLOCKING (FACE-NAILED) 2-16D PER FOOT
14 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-19D PER JOIST
15 ~RIDGING TO JOIST (TOE-NAILED) 2-89 EACH END
16 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END
17 BLOCKING TO SILL OR TOP PLATE (T,'OE~NAILED) 3-16D -ZACH BLOCK
18 LEDGER STRIP TO BEAM (FACE-HAIL'ED) 3-169 EACH JOIST
19 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST
20 BAND JOISTS TO JOIST (END-NAILED) 3-16D PER JOIST
21 BAND JOIST TO SILL OR TOP PLATE ([TOE-NAILED) 2-16D PER FOOT
22 STRUCTURAL PANELS 8D (SEE TABLE 3,8)
23 DIAGONAL BOARD SHEATHING
1" X 6" OR 1" X 8" 2-8D PER SUPPORT
1" X 10" OR WIDER 3 8D PER SUPPORT
24 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD
25 STRUCTURAL PANELS 8D (SEE TABLE 3,8)
26 FIBERBOARD PANELS
7/16" 6D 3" EDGE/6" FIELD
25/32" 8D 3" EDGE/6" FIELD
27 GYPSUM WALLBOARD 5D COOLERS 7" EDGE/10" FIELD
28 HARDBOARD 8D (SEE TABLE 3 9)
29 PARTIOLEBOARD PANELS 8D (SEE TABLE 3,9)
30 DIAGONAL BOARD SHEATHING
1 ' X 6" OR 1 ' X 8" 2-8D PER SUPPORT
1" X 10" OR WIDER 3-8D PER SUPPORT
31 STRUCTURAL PANELS
1" OR LESS 8D 6" EDGE/ 12" FIELD
GREATER THAN 1" 1 OD 6" EDGE/6" FIELD
32 DIAGONAL BOARD SHEATHING
1" X 6" OR 1" X 8" 2-8D PER SUPPORT
1" X 10" OR WIDER 3-8D PER SUPPORT
~ NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON-CENTER ATTHE PANELEDGE,
IF WALL SHEATHING IS NAILED 3" ON-CENTER AT EHT PANEL EDGE
TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURE MEMERS SHALL BE
DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES,
SHALL SE USED TO MAINTAIN THE LOAD PATH,
* WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF
NAILS SHALL BE PERMR%ED TO BE REDUCED TO 1-16D NAIL PER
FOOT.
DESIGN CRITERIA
REF. TABLE 1609.6.2.1 (1)
MAIN WlNDFORCE-RESISTING SYSTEM WIND LOADS FOR A BUILDING WITH
ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE Ba
WIND LOAD ROOF HORIZONTAL LOADS VERTICAL LOADS
VELOCITY DIRECTION ANGLE WINDWARD
END ZONE INTERIOR ZONE END ZONE INTERIOR ZONE OVERHANG
WALL ROOF WALL ROOF WINDWARE LEEWARD WlNDWARE LEEWARD END INTERIOR
ROOF BOOF ROOF ROOF ~ONE ZONE
TRANSVERSE 30°<ANGLE%45~ 25,7 17.6 20.4 14.0 9,9 -15 6 8.6 -13,4 -11,6 -13.0
12O
237 &LLANGLES 22,8 -11,9 15,1 -7,0 -27,4 -15,6 -19.1 -12,1 -41,1 -32,7
R-3 SINGLE FAMILY RESIDENCE
OCCUPANCY & HT. CLASSIFICATIONS
MIN. REQUIRED PROPOSED
USE MIN, REQUIRED PROPOSED
SLOPE HT./FURED HT. SLOPE HT/FURED HT,
KITCHEN 70 SC,FT. 393 SQ,FT, N/R 7'6" N/R 9~ 0"
DINING ROOM 70 SC.FT. 202 SC.FT. N/R 7~6'1 N/R 9,_0~,
INTERIOR ENVIRONMENT
SECTION 1202.4.1 & 1204.1
NET GLAZED OPENABLE
USE SQ.FT.OFAREA LITE/SC.FT. AREA% VENT/SQ.FF AREA%
KITCHEN
DINING ROOM 875 SC,FT. 269 SQ.FT 30% 101 5 SC.FT. 15%
LIVING ROOM
SUN-ROOM 462 SC.FT. 54 SQ,FT, 12% 3 5 SQ FT. 6%
STUDY 238 SC.FT. 130 SC,PT, 55% 3,5 SQ,FT, 27,5%
FOYER 45 SQ FT, 32 SQ FT 71% 3,5 SQ,FT, 35,5%
BATHROOM I 32 SC.ET 10 SC.ET 31% 21 SC,ET. 15,5%
BATHROOM 2 68 SC,FT. 16 SQ.FT, 24% 28 SQ ET 12%
BEDROOM I 149 SQ.FF, 36 SQ.FT, 24% 33 SC,ET, 12%
BEDROOM 2 197 SC,FT. 74 SQ.FT, 38% 15 SQ ET. 19%
BEDROOM 3 123 SC.PT 44 SQ.FT, 36% 47 SQ ET. 18%
LAUNDRY RM. 46 SO,PT, 6 SQ.FT, 13% 58 SC,FT. 6.5%
M, BEDROOM 276 SQ,FT, 109 SC.FY, 39% 9 SC.FT. 19.5%
M, BATHROOM 114 SC,FT. 34 SQ.FT, 30% 3.5 SC,FT. 15%
LAVATORY 16 SQ.FT, 8 SQ.FT, 50% 13.5 SC,FT. 29%
TOTAL 2,641 SQ.FT, 818 SC.FT. 453% 409 SC.FT. 226.5%
LLI '"
D
D
0 m
SCALE:
1/4"= 1 'o"
DWG. NAME:
ENERGY
CALCU~TIONS
DWG NO.'
FASTEST MILE WlNDSPEED (MPH)
PRESCRIPTIVE DESIGN TABLE 3,2 (AMERICAN FOREST & PAPER ASSOCIATION
90 100 110 120
CONNECTION, U I L I S
SILL PLATE TO
FOUNDATION
(CRAWL SPACE OR
BASEMENT)
WALL BOSOM
PLATE TO
FOUNDATION
(SLAB-ON-GRADE)
U
L
S
ROOF SPAN
(FT)
NUMBER
OF
STORIES'
REQUIRED CAPACITY OF CONNECTION (LBS)~='~
= CONNECTOR UPLIFT LOAD,
2O 58
24 SB
28 119
32 149
36 179
24 58
28 SB
32 119
36 149
179
CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)
CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL)
681 264 ~
325
447
509
421 128 ~76
170 ~
211
294
681 206
260
314
'~. 368
422
421 206
260
314
368
422
XNA.I
421
291 681
358
426
493
561
291 254 421
426
493
561
* ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1.1 4,
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF),
TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0,70 AND 0.85, RESPECTIVELY, FOR FRAMING NOT
LOCATED WITHIN 8 FEET OF BUILDING CORNERS,
TABULATED SHEAR CAPACITY REQUIREMENTS ASSUME A WALL SHEAR CAPACITY OF 421 PLF (WALLS SHEATHING WITH 7/16" STRUCTURAL SHEATHING A~rACIHED WITH
8D NAILS SPACED 6" AT PERIMETER EDGES AND 12" AT INTERMEDIATE SUPPORTS), FOR OTHER WALL SHEAR CAPACITIES TH E REQUIRED SHEAR CAPACitY OIF THE
CONNECTION SHALL BE INCREASED,
FASTEST MILE WlNDSPEED (MPH)
PRESCRIPTIVE DESIGN TABLE 3.3 (AMERICAN FOREST & PAPER ASSOCIATION
90 110 120
RAFTER/TRUSS
SPACING
ROOF SPAN
(FT.)
100
REQUIRED CAPACITY OF CONNECTION (LBS)~='~
20 282
24 327
28 371
32 416
36 461
191
280
2.4
325
447
5O9
570
CONNECTOR UPLIFT LOAD.
CONNECTOR LATERAL LOAD. (PERPENDICULAR TO THE WALL)
CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL)
28O
341
421
5OO
58O
66O
74O
820 I
280
427
526
626
726
826
927
1027
339
28O
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DEAD LOAD OF 10 PSF(2/3 X 15 PSF)
TABULATED UPLIFT AND LATERAL CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0 70 AND 0 85, RESPECTIVELY, FOR FRAMING NOT
LOCATED WITHIN 8 FEET OF BUILDING CORNERS,
TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL CONNECTIONS, WHEN CALCULATING UPLIFT LOADS FOR WALL-TO-WALL OR WALL-TO-FOUNDATION
CONNECTIONS, TABULATED UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 66 PLF (2/8 X 1130 PLF) FOR EACH FULL WALL ABOVE.
TABULATED LENGTH REQUIREMENTS ASSUME A MEAN ROOF HEIGHT OF 33 FEET, FOR MEAN ROOF HEIGHTS OF 15 FEET OR LESS, THE TABULATED VALUES SHALL BE
PERMITTED TO BE MULTIPLIED BY 0 80,
SILL OR BOTFOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS
RESISTING LATERAL & SHEAR LOADS
PRESCRIPTIVE DESIGN TABLE 3.2A ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION)
1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS
FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED
(MPH) (MPH)
90I 100 I 110 I 120 90I 100I 1101120
ANCHOR BOLT FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT
CONNECTION SUPPORTING EDGE NAIL SPACING SPACING (IN,) SPACING (IN,)
SILL PLATE TO FOUNDATION*
(CRAWL SPACE OR BASEMENT) 2 STORIES ALL" 23 36
3~ 19 28
WALL PLATE TO FOUNDATION* 1-3 STORIES
(SLAB-ON-GRADE) 69 36 57
U = CONNECTOR UPLIFT LOAD.
L = CONNECTOR LATERAL LOAD (PERPENDICULAR TO THE WALL)
S = CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL)
* ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED IN THE FOUNDATION DESIGN PER SECTION 1,1,4.
~ ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOOKED ROOF AND/OR FLOOR DIAPHRAMS (279 PLF),
~ ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 3" O C, (731 PLF) BUILT
IN ACCORDANCE WITH SECTION 3.4,4,
ANCHOR BOLT SPACINGS BASEDON MAXIMUM SHEAR CAPACITY OF BRACING WALL PERIMETER EDGE NAIL SPACING OF 6" O,C, (421 PLF) BUILT
IN ACCORDANCE WITH SECTION 3.4.4.
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS
RESISTING UPLIFT
PRESCRIPTIVE DESIGN TABLE 3,2S ALTERNATIVE TO TABLE 3.2 (AMERICAN FOREST & PAPER ASSOCIATION)
1/2" ANCHOR BOLTS 5/8" ANCHOR BOLTS
FASTEST-MILE WIND SPEED FASTEST-MILE WIND SPEED
(MPH) (MPH)
ANCHOR BOLT FOUNDATION SUPPORTING: MAXIMUM ANCHOR BOLT MAXIMUM ANCHOR BOLT
CONNECTION SPACING (IN) SPACING (IN)
SILL PLATE TO FOUNDATION*
(CRAWL SPACE OR BASEMENT} 1-3 STORIES 72 72 72 72 72 72 72 72
WALL PLATE TO FOUNDATION 1-3 STORIES
(SLAB-ON-GRADE) 40 33 28 25 51 42 36 32
RAFTER/CEILING JOIST TO TOP PLATE LATERAL AND SHEAR
CONNECTION REQUIREMENTS
PRESCRIPTIVE DESIGN TABLE 3,3A ALTERNATIVE TO TABLE 3,3 (AMERICAN FOREST & PAPER ASSOCIATION)
1/2" ANCHOR BOLTS
FASTEST-MILE WIND SPEED
(MPH)
C E I Ll~l NF~ %~IST WAL~-F~EIGHT MAXsI pMAUc~NAGN (Gl h O R BOLT
SPACIN~G (IN.) ( .) (N.)
16 8 3 3 3
10 3 % 3 4
10D BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED FOR 8D COMMON NAILS
WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE NAILS IN THE RAFTER AND CEILING JOIST SHALL EQUAL
OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED,
TO AVOID 8PLITFING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN FASTENED
TO A 2 X 6 TOP PLATE.
UPLIFT STRAP CONNECTION REQUIREMENTS
(ROOF-TO-WALL, WALL-TO-WALL, AND
WALL-TO- FO U N DATI O N)
PRESCRIPTIVE DESIGN TABLE 3.3B ALTERNATIVE TO TABLE 3,3
FRAMING SPACING ROOF SPAN NUMBER OF 8D COMMON NAILS
(IN,) (FT-) END OF I 1/4" X 20
GAGE STRAP~
12 2 3 3 3
U4 ~ CONNECTOBUPLIFTLOAD.
L4 CONNECTOR LJ~TERALLOAD
32 4 5
36 4 4
(PERPENDICULAR TO THE WALL)
S CONNECTOR SHEAR LOAD, (PERALLEL TO THE WALL)
TABULATED UPLIFT REQUIREMENTS ASSUME A ROOF/CEILING DE~D LOAD OF 10 PSF (2/3 X 15
pISF), JF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT
CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL SE
ICREASED BY I NAIL AT EACH END
FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS, THE TABULATED NUMBER
OIF NAILS SHALL BE PERMI~ED TO BE REDUCED BY 1 NAIL AT EACH OF THE STRAP FOR EACH
FULL WALL ABOVE,
5 6
5 7
~- WALL
~-- WALL
/
-- WALL
30'
24" CLEARANC:E
IN FRONT OF OPING.
--WALL
2'1"
CLEARANCE
/-WALL
/
TOILET, BATH AND
SHOWER SPACED
SCALE: 1'=1/2"
L
c.c. c,o.I
4"-%,
CLEARANCE
1 5" /-- WALL
4".
SLOPE PER 11
TO APPROVED /
SANITARY SYSTEM
PLUMBING RISER DIAGRAM
N.T.S.
~-- WALL
TOILET, BATH AND
SHOWER SPACED
SCALE: 1 '= 1/2"
THESE DRAWINGS AS INSTRUMENTS OF SERVICE,
ARE THE SOLE PROPERTY OF THE ARCHITECT
NO REVISIONS, CHANGES, AND/OR MODIFICATIONS
SHALL BE ALLOWED WITHOUT WRI~rEN AUTHORIZATION
DWG, NAME:
NAILING
SCHEDULE &
PLUMBING
RISER DIAGRAM
DWG. NO,,
A.6