HomeMy WebLinkAbout37840-Z
Town of Southold Annex 12/10/2013
P.O. Box 1179
C420#~A)'~
54375 Main Road
Southold, New York 11971
per
CERTIFICATE OF OCCUPANCY
No: 36650 Date: 12/10/2013
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 155 Caiola Court Greenport NY It 944-207 1,
SCTM 473889 Sec/Block/Lot: 33.-3-19.16
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this otHced dated
2/22/2013 pursuant to which Building Permit No. 37840 dated 3/4/2013
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:
TWO CAR GARAGE ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Lettieri Bernice Revoc Trust
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 37840 08-07-2013
PLUMBERS CERTIFICATION DATED
Aut rite Signa e
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 37840 Date: 3/4/2013
Permission is hereby granted to:
Lettieri Bernice Revoc Trust
275 Cheshire Way
Naples, FL 34110
To: construct a two car garage addition to an existing single family dwelling as applied for
At premises located at:
155 Caiola Ct
SCTM # 473889
Sec/Block/Lot # 31-3-19.16
Pursuant to application dated 2/22/2013 and approved by the Building Inspector.
To expire on 9/3/2014.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $588.40
CO - ADDITION TO DWELLING $50.00
Total: $638.40
Building Inspector
Form No. 6
TOWN OFSOUTHOLD.
BUILDING DEPARTMENT
TOWN HALL
765-1802 I 3
APPLICATION FOR CERTIFICATE OF OCCUPANCY 3 '
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
I . Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
L 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 Occupancy - Residential $15.00, Commercial $15.00
Date. ~2 _ 2 2. - / 3
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 1S ~ C.410 t A C7 f N 10619 7- N Z
House No. Street ' Hamlet
owner or owners of Property: d f4 iy/ G £ qv k AA; h Q- , - i T7-i rtX1
Suffolk County Tax Map No 1000, Section _3 13 Block Lot ) 4• j i,
Subdivision 7 Filed Map. Lot: 1
Permit No. .7 -7 gy~ Date of Permit. ? - 1 - 7.3 Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate t Final Certificate: (check one)
I
Fee Submitted: $ j0• ZIA-l
Applicant Signa re
51tFFOlK
Town Hall Annex h~0~y Telephone (631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179 G ~
Southold, NY 11971-0959 y4yp * ~.~0~ roger. richert(d)town.southold.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Lettien
Address: 155 Caiola Ct City: Greenport St: NY Zip: 11944
Building Permit 37840 Section: 33 Block: 3 Lot: 19.16
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G&S Electric License No: 578-e
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X let Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 12 Ceiling Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture 2 Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 8 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: ~aqv~ Date: Aug 7 2013
Electrical Certificate.xls
7~~ ~ o~~,OF 80Ur~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F UNDATION [ ] INSULATION
[ FRAMING S PPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
EMARKS: ld
DATE 411?1~3 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
1 SPECTION
] FOU ATION iST [ ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRIC NAL)
REMARKS:
l ]47!!,
DATE OZ INSPECTOR
o~*af SOON
/ TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTO 4:~Z-
o~,~,OF S0//)~
I ~t~b11N11;~
M~ vl TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST ( ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [D~ ELECTRICAL (FINAL)
REMARKS:
d~iuG~ L~LrC - 4 ~
DATE W-711 INSPECTOR
~o~~ OF SOUryp6
7f
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSUL N
[ ] FRAMING / STRAPPING [ AL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
OFSO4)y~6
'r~bONf1'~
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ]IN
[ ] FRAMING / STRAPPING [ FINA
[ ] FIREPLACE & CHIMNEY [ ] FIRES INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
FIELD N REPORT DATE
W ro
FOUNDATION (IST)
C) x
aC
FOUNDATION (2ND) l
• z
may.
ROUGH FRAMING & O
PLUMBING^~ y
c
A
m
INSULATION PER N. Y.
STATE ENERGY CODE m
M
y
FINAL
ere
ADDITIONAL COMMENTS
` C,-e 4- q L4 3
C
~ o
i-ri C - - c,
O 4 K l---
[.C
0
x
6
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPAIj~pMENT 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 2 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3~o Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined , 20j~-- Single & Separate
Storm-Water Assessment Form
Contact:
Approved 20_0 Mail to:
Disapproved a/c
Phone:
Expiration, 20 I _
AL~
Building Inspector
LICATION FOR BUILDING PERMIT
FEB 2 2 2013
Date 20
PwG UU1. INSTRUCTIONS
TCr•i 3po IJHOID
a. tis app ication 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 r name, if a corporation)
65- eoGK Cotlt Cr 6?Xj&P0,-7 1"Y
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises_!>`tz2N/C!r r?tcC~ A~Q~fcy ZfTr Fla.1
(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:
/$'i C461,A Cr CaeffN100-7 iv /V `?54V
House Number Street Hamlet
County Tax Map No. 1000 Section 3 3 Block 3 Lot rl. i
Subdivision Filed Map No. Lot
. t
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy ?
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition ? Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost (.o, o 0 0_ o o 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 - -71"o C
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
8. Dimensions of entire new construction: Front Rear U} Ise,'th .3=i
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO ?
13. Will lot be re-graded? YES NO ? Will excess till be removed from premises? YES_ NO
14. Names of Owner of premises &b bA t-i 1-1-rnik Address iS,F ci4ieL~g c7- Phone No. S`9 7 - 16o'?
Name of Architect MAAK. Su kAte^- Address .4Y9.i M4,g ka &Pfhone No l?3+- 73v - ~~BS
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 ?
* 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 NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, nONNiE D. BUNCH
Noter,~ Public, State of New York
(S)He is the No. 01BU6185050
(Contractor, Agent, Corporate Officer, etc.) ,Ric in Suffolk County
lion Expires April 14, 20/0
of said owner or owners, and is duly authorized to perform or have performed the said wort: 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
01).-~a j day of 1~ 20
rtio
Notary Public Signature of Applicant
~~pF SO(/ly0
~O Telephone (631) 7651802
Tam Ha)l Annex (631) 7~,y5o2
5aa75 Maui Road G er richert[a~town souV»IO.nv.us
P.O. Box 1179 •
Southold. NY 11971-0969 Ol~CO
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 41.2 g J3
Company Name: G
Name: D ~GZ^ 0,4 !j~"
License No.: 5'7
Address: ,D. &0>1- a-( SOU''1,oL-0, MY L !Q 7/
Phone No.: 5-/A~ A941.9 S(o JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: /$S i D L 4 (.T
*Cross Street:
*Phone No.: 3 / 6 ~9/ Q
Pelanit No.:
Tax Map District: 1000 Section:_ Block:_ Lot:
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
3- Arz /El Ce E ~ AJv QDDI-7-~c
(Please Circle All That Apply)
*Is job ready for Inspection: (2E0/ NO ough In Final
*Do you need a Temp Certificate: YES NO
Temp Information (If needed)
*Service Size: 1 Phase, t 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
~lb'l3
824RequW for k*pecfiw Form
1,01
*~r
Town of Southold - Chapter 236 - Stormwater Management
SWPPP - Storm Water Pollution Prevention Plan Assessment Form
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPU NT NAME: Owrrer Conuwrd-contractor or other K*cb Ore) Property OWNER: OfDIlNmnt than Applicant)
N w4 ,j H 7-7•? S /
Ad C7 " A I C C-- i'
Fn M: T nfi d 1 FUR
E ~V Irea comet E-W.
Proparg, Addra.c Brief naetiption of Construction Activity Proposed Strucknal BBKKZ So
SF.T..d: 1090 Sntutiation BN Ps, PmjeaSaope MWW segeeaae of Construction Adtrvit I
neTtd a m asw, Lei INVYN. aeaaand PetwwlVe.b)
N.n.ofrAmksctorandfor Coll Pawn RaponrbtabrImplemwtbtiooofSWPPP:
Address:
ebplmnek pQ*
E-Mae:
Name of Ramos Responsible for Installation S Mpinta:wnoe of Erosion donhd Practice: i .
Adsheant.
Tetapwn R F. t
E - Mail:
Total Ares otAt Total Area of Land Clarine
Project Parcae: andot Coomd Dtskeb :
(e.F./m®I (S.F./w.,1
Project Duration: sort En
(Anlfdpated) Dab: Gala:
WAN this
Project Disturbs five (5) at More, Acres at =
ArtOneTimaDuringtheProposedDevelopmerd7 Yes No
RYES:Pwa.Arswerlw Felh ngt I.__...--__-----_-____
a. Does the Applicant have a Qualified Inspector On Q Q
Staff To Conduct the Required Inspections 7 Yes No
b. Dues the SWPPP Indicate How Frequently the Site O O Wt th. NAMES w description of an Potentially Imp.ebd Watwwdla. a.dlor Walaods: I
Inspections will Occur and for What Period of Tim 7 Yes No
-~c. Doss iheSWPPP Adequately Identify All Temporary
0
and/or Permanent Soil Stabalfzation Memres T Yes No
d. Does the SWPPP Adequately Identity a Complete Q Q - _ _ . _ _
Project Phasing Plan T Yes No sums of Wpaotsd wotorl dy: (as. TMOL, 703(d) LWMA kepalm4
e. Does the SWPPP Indicate Additional Site specific 0 Q
Practices that Will be UDllzed to Protect Water Quality 7 Yes No
I. Has the Applicant Submitted a Completed
DEC Notice
Of Intent and SWPPP Acceptance Form for Review Type of hooted Waterwd)r. (es. Lake, Crank Sy, Pond, Soured, Frenhwaier Waiw,d...I
Q Q I -
by the Town of Southold 7 Yes No l
CONME
S7'A7F OF NSW YORK, e o NOW ocr
CO YOF SS No. OlBmimmo
Ouafified in Suffolk Coun
't'hat 1, P"" "......$f.°~,0..r~........ being duly sworn, deposes and Pa ffi~ftA~~$ t~flfop
(Nam. dlndlddalagNrlp COamfe,4f ~ y
And that he/she is the
(Ovepr, t~rrtracton Apwd, CwpwistAlicw,eh
Owner and/or representative of the 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 herewith.
Sworn to before me this;
_crlc~.... dayoI 20.~.So
Not" Public: 4&.- samof
(Malaturo orApprroard) ~
SWPPP Assessment FORM. 03-12
T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only:
Storm Water Pollution Prevention Plan s.o.T.M.e: Property Address:
Review Checklist Checklist # 1 1000
olan~r 11aril ~o
REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETALLS: i Plan Sheet
oes the SWPPP Ad uatel Provide for andfor Indloate the FOllowin : YES : NO I NA , F~lanstion for NO or N.& (t b)
I - Location 1. Dranage__e__ s & water MPs Deslg to corrtam a Two Inch Rain al n- de.
j
?IL?d^9 I
2. CortsWCllon Planlndicatln+~. Sa9 rrerlce oFP1Op--=ae~a Consvuotim AdMties
-
3 t`aerlerel Lortl0i1 MaP 1 1 ~ 1 - _ . _
4 Dralango Slte Plan Drewn to Scale at Slxr (SO') feet to the Inch or larger nldicaiing the Foll"owing i Q
a- on and OesaJRtlgn of ProlZaly BOundanes QiOi - - -
b--$geAcreaD§;
C_ AlE7ast%k!PLU9 and/or Man Metle Fealurea on anti wNhn 50of the Pro perty Boundary .-.11 1 F--j.
- d -Test Hole Data Indicating Sal CharactenslMs & Depth to Seasonal High Water Table . Q, Q 1 _ . t
e. Contows IMleaang Prope Elevations Min. T ; _ _ _ _ _ _
f. Spot Grade BFinish Fbor Elevations for Fxlating endProposetl Structures1QIQ~r7'-j1----._._.
9_ -GRddn aV0ooded Areas & Isdated Tees wdh a MTnimum Dimension of 18 Olameter; i=: Qi~7 - - -
b.-sc]C"aniierva-IforiDfebrdsdfsurvey--
- - -
ckground Infametion about the Scapa of the Project, La - cetlon & Descripdai of the Site t,
i
Proposed.Changw b the Stte and al-Existing Development on ti1e site Inducting the Follovnng,
..._._A,.1~I_mptoygrpttg1ti 111Gllx1k19Totel Area_gi Land Diaturbange$T91al S8aArsa; __QiQ1Qi
b. All Excavation Filling, Stripping
ng, Aping & Grading Proposed anti Identified as to depth, Volume
c, al Areas a
_Ra4sro Topsoil Is-g and/or Gru-bbing, - _..._~Q.Qi[~;
d. All Areas Where Topsoil Is to be Removetl , Stockpiled and where Topsoil will ultimately ; - _ . _
be placed;
_ -
e. al Temporary & Permanent Vegetation to be Placed on S11%
L All Temporary & Permanent Storm Water Runoff - - P Control Measures Proposed, _ -"Q;Q; -
g_ _ e Antieigated-l'attem of Surace Drainage During Periods of Peak Runoff _
h. The Location o(el! ICoeds. Driveways, Sidewalks Patios, Structures, llohhes & Other ~ ~ - - - - -
I
...___bnproveiiieid vdidfng TemporaryAcm-a&Construction Staghrg Areas
f. Tfie.ExLatng Sfblal Con{oure and or Spot Efevatforis 61 the site
B. ASdtedule of the .-.-"ed _ Soil Erosion _-.1 I r.___.____.,_
Sepuenca for the Installation of al Plann, Sedimentation - -
& Slormwater Runoff Corlaol Measures. =,=177'11:
7 DescrieUon of Pollution Preven4on Meastresthat will be Implemented _ ~ - Q ~ 17L"] ~ _ _ - - - -
B. A Desalplbn of the Minimum Erosion & Sediment Control Practices to be Installed and/or I a - - -
I lamented for Each Combo pe Ac ' that will resuk In Soll Disturhance
9. D on o{ ConsUuCUom Waste materials Fx to be Stomd OnSNe. ~ -
I I
10. Temporary &PertnMent Soil Stabilization Plan that meets the Current Version of the
H_ _N_ow__Y_ork_S_t_t_eS_t_ormW__at_er_D_es_i3gn_M__an_u_.al.T_e_c_hn_I_ca_l Standard.
-
Geld8l $Na PIBII ffiId CbmslNCbon DraWi
/2. Dhrarnion Metedd one&Installation_
Detallafora Erosbn&SedimeM
Q Q ,
13. Te Practices Mat Wit be conv----PemfaneM Control Measvass. 1QIQi r--.._......._.__._......__....__.----_-__...._.__-.._
14. Imylsmentation Shcedula for Staging Tgmpaary Erosion qq. _ _ PreCtioe or BMp... _ _ _ - Q Q I
- I____.__.__._.__...._......_._._._______.-._____..
15. Sediment OonlrolP ctic PradlaEnsure ConUnious&Effeetive Operation of Erosfon8
1 fi _ N
s.
Sediment Conarol W I fa We Water s o IF _-th e Slaie of ..Ne _7W) _o rk nd/or MS4 t ha__ a __t may be
ames of Potential Su -
Q 0 t r rr
17.DlWlestion of Storm Water Control Plan ntation . Responsibitides for Fad1 pariofthe
_ - 1 1 I
_C------Site. 'QIQI ii-vi other Ezrstin Date tilat Desaihes Storm Water RUrro_gndtor Nat Urei
18. Identification oral Contactor(s) / Sub-Conhachor(s) Responsible for Installing, Constructing, 1 1 I ~ -
ring, Replacing, Ins I and Maintain' the Erosion& Sediment Control Practices.
Storm Water Maitagemant Control Plan Chacbd7st 0 1 t 03-12
FOOD &q o
800 S.C.D.H.S. REFERENCE NUMBER R10-03-0131
N ~
SURVEY OF PROPERTY
AT GREENPORT
TOWN OF SOUTHOLD
SUFFOLK COUNTY, MY
1000-33-03-19.16
f SCALC 1'=30'
DEC McER 6, 2004
JANUARY 4. 2005 (FINAL)
G.~ JANUARY 18. 2005 (CERTIFICATIONS)
FEBRUARY 25, 2013 APRIL 111, ,013 (GAR. FOUNDATION LOC.)
711
I n S7)'/OS7'E~~IPt~r
APR 17 2013
se.
r
Z ar ~a ~l. tr CF
Cf
CERTIFIED T0: ~ das ~ • ~d'~OPk axr d
BERNICE LETTIERI M~
COMMONWEALTH LAND TITLE INSURANCE COMPANY
19.5• 1{.
LOT NUMBERS REFER TO "SUBOIWS/ON ROCK CODE p
ESTATES" nLED IN THE SUFFOLK COUNTY CLERK'S ? tid
OFFICE AS FILE NO. 10637 r ~1r O
I am familiar with the STANDARDS FOR APPROVAL 3
AND COIVSTRUCTION OF SUBSURFACE SEWAGE
DISPOSAL SYSTEMS FOR SINGLE. FAMILY RESIDENCES
and will abide by the conditions set forth therein and on the ,.~~9K_N&q
permit to construct.
a
The location of we//s and cesspools shown hereon are from field observations and or from data obtained from others. L
ANY AL7ERA77CV OR AD0177OV TO THIS SURVEY IS A NOLA77ONV
OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77OV LAW. - ¢
EXCEPT AS PER SEC77ON 7209-SU6t7VNSION 2. ALL CER77f7CA770NS 162.42 No.496~e V
HEREON ARE VAUD FOR THIS MAP AND CO°l£5 THEREOF ONLY IF ~IKKSP
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURWYO1R _ NO. 49618
WfOSE SIGNATURE APPEARS HEREON, S7~Q &/C S YORS, P. C.
•=REBAR SET LOT 19 (631) 765-5020 FAX (631) 765-1797
AREA=26, 994 SO. FT. CE P. 0. BOX 909
OPEN SSA S1230 OUTHOAVEL R 1STREFE 1971 T F04-296
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data obtained from others. ' s!
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ALL LYRMICARONS Y. NO 18
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REVISIONS.
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PlkOCNED AS NOTED o w 3
- - - - - - _T - _
DATE B P # ~ ~
FEE _Q o BY
NOTIFY BUILDING DEPARTMENT AT
765-WC a 4M TO 4 PM FOR THE ~w~v
J l-i ~ -CI FOLLOVONG INSPECTIONS E-I H
1 FOUIJD,vTION-TWO REQUIRED FOR POURED CONCRETE U
ll _ L y 2. ROUGH- FRAMING, PLUMBING, O
STRAPPI;IG, ELECTRICAL & CAULKING En
L4 L 3. INSULATION 6'
4 FINAL -CONSTRUCTION&ELECTRICA.L 4 MUST BE COMPLETE FOR C 0 LV
z ALL CONSTRUCTION SHALL MEET THE F,
REQUIREMENTS OF TIFF CODES OF NG'.Al a 6W
1}Tl l~-~ t ~ ` . J- Y~-. ~T I7 YORK STATE NOT RESPONSIBLE FOR
r1' - DESIGN OR CONSTRUCTION ERRORS \J
~ Ti _ _~ll ED
Ji L-- (1GG+.~`'AfC'WC~ OR
1.9 '.'.1!N7 WFUL
LEFT ELEVATION
SCALE; 1/4" = 1'
DRAWN: MHIMS
{ „~s SCALE. 114'=1'-0•
JOB q.
'S ca*d^ January 14,2013
ELECTRICAL STREET NUMBER,
INSPEQ:Vr3 PMT . Pr
AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTKACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVALOEALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-1
PAINTERTO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,TI'HE SPEC I FI CATIONS, AND THE FIELD CON MENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHIEETROCKING AND SHALL SECURE THE C &0 PRIOR TO RECE f 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS,
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BU I LDING AND SITE CLEARANCES FOPR DELIVERY OF EQUIPMENT AND MATERI.
REVISIONS.
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23' 8Vs'.
10'-4Ys" 3' 3" S' 3" 10'-11" ~ D
-
0 n • n D ~ ~ n „ / (MATCH HOUSE FJ1 i i
0 - FOUNDATION PLAN
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
a, SCALE: 1/4" = P M •3 u
v u - D a . 1). TO MATCH HOUSE. FOUNDATION, 3000 psi, HEIGHT ABOVE GRADE TO MATCH HOUSUSE. EXTERIOR OF F FOUNDATION CRAWL AWL SPACE E TO TO BE
OAMPPROOFED MS PER N Y.S. o 2J. FOUNDATION TO HAVE 16 RESIDENTIAL CODE AT AT C CCODE WITH ABITUMINOUS r COATING.
¢o
~a " CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS TO HAVE 2 . #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON
0 UNDISTURBED SOIL (MINIMUM 3000# CAPACITY).
3y. GARAGE SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL.
REINFORCE SLAB WITH WMM. PITCH SLAB 1.12 TOWARDS O.H. DOORS.
CRAWLSPACE SLAB TO BE T THICK (MINIMUM).
A 4)1. PROVIDE 2X6 ACQ SILL PIATES UNLESS OTHERWISE NOTED. SILL PLATES a
~ A TO BE INSTALLED OVER COP-R'-TEX TERMITE SHIELD AND FOAM OR
DO FIBERGLASS SILL GASKET.
a 5y. PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-U' O.C. AND /I I'-D" OF CORNERS,
PITCH SLA9 TO O.H. DOOR INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A MIN. 3 TO O.H. DOOR IMB EDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO BE ATTACHED
TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
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JOB 4:
+ J.~.y 14, 2013
SLREETNUMBER.
AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK, CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERALCONTRACTOR SHALL BE RESPONUBL 1ALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS Z
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, TFHE SPECIFICATIONS, AND THE FIELD COP 'MENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND,SHALL SECURE THE C oT 0 PRIORTO RECI o! 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS,
MANUFACTURERS WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOPR DEUVERYOF EQUIPMENT AND MATER
REVISIONS.
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I ~ NE~ - ATTIC ACCESS TO BE DETERMINED VIF o~
m IN FIELD ACCESS MI /OWNERS. 3046 IJ. PIATE HEIGHT AT 9'-41/Z (VIF). ADJUST HEIGHTS AS REQUIRED FOR SOFFIT ¢a
, S 114' 4'-23/4" q HEIGHTS TO MATCH. o~
- I _ $-22J EXTERIOR WALLS TO BE FRAMED WITH 2%4 DFM25TUDS AT I6"O.C..
a
~ J EXTERIOR SHEATHINGTO BEI/2"THICK FIR CDX PLYWOOD ~
3 I-3/4X74 ML FWSH BEAM 'Y t'+ _ L7 4). ALL OPENINGS OVER 3 FT TO HAVE 2 JACK STUDS ON EACH SIDE OF L
rC Q ro OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEA S. a
- y 3 yJ in 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
a~ e m APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FAS NING
mC m C HARDWARE UNLESS OPENINGS HAVE' IMPACT GLAZING
~rv ry 6). ALL WALLS AND CEILINGS TO BE PROVIDED WITH S/B' PE-X FIRE RATED SHEET ROCK AT GARAGE. MUDROOM TO BE I/2"SHEETROCK.
GARAGE a
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/Q JOB*:
p J.mry 14, 2017 SHEET NUMBER.
'D THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR AIPPROVAL OE ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE I LL BE RESPONSIBLE FOR ALL BDIRDING DEPARTMENT INSPECTIONS A-3
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES B ETWEEN THE DRAWINGS, THE: SPECIFICATIONS, AND THE FIELD CON DI ENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND, SHALL SECURE THE C of 0 PRIOR TO RECEN 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNER;.
MANUFACTURERS WARRANTY AND SHALL 81 INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES FOR DIELIVERY OF EQUIPMENT AND MATERIAL
REVISIONS
STORM WATER MANAGEMENT DETAILS
N.V.S.
COTTERS DOWNSPOUTS DRAIN PIPE
OUIIERSRE ROOF AREA ROOF AREA OIAMEiER OF ROOF AREA ROOF AREA OMAN FlPE IA' $.E GPM IH"f1UPE G!M 10
(INCH) BN6'$LOPE ®1/A'$LOP! LFAOF0.IIN) $Q. I GPM OIAMEiIR
3 340 4Y0 3 1099 46 3 11. 66 ]3]0 96 1 m 1020 ] W 1074 62 4 3140 156 5300 22.
5 1250 1160 3 3220 134 5 6160 279 0440 392
6 1020 2720 4 9920 N! 6 1M. 449 15100 f29
/ ~ In
OGEE GUTTER - STANDARD 5
NOTES:
1). EXECUTION: 0
A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I
SADDLE
2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION.
B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. 12 O
Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR
METALS WITH PROTECTIVE BACKING PAINT. ROOF PLAN x Q
3. INSTALLATION: 9+9~d ,aF,\ry~ O SCALE: 1/4" = 1'
A). PERFORM WORK IN ACCORDANCE WITH CDA HANDSODK AND THE DRAWINGS. -t 1j. 2X4 PLATE AT PER 2X4 PLATE AT PERIMETER OF MAIN ROOF, DORMER WALL HEIGHT AT 6'-6".
1). GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2' FOR EVERY 40' OF RUN. 2). SHEET METAL JOIN (LENGTHS WITH WATERTIGHT JOINTS. CEILING HEIGHTT CEILING HEIGHT TO BEAT 7-6" (MAX.) C7
a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TD DOWNSPOUTS AND 2X6 DTk2 RR QIN'nC 2). EXTERIOR WALLS ).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DFR2 STUDS AT 16" O.C..
ACCESSORIES.
B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. A POST TO ~yP A 3) EXTERIOR SHEATI DBL. CJ `\ry _ ) EXTERIOR SHEATHING TO BE I/2" THICK FIR CDX PLYWOOD.
3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL D\R}°I II p 0 4). OPENINGS TO HA ).OPENINGS TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.
CONNECTION WATERTIGHT.
41). PROTECTION: 5) ALL EXTERIOR OP 12 w ® APPLICABLE. PRO\ ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. HARDWARE UNLE o_ = 1-3 B1 2 ML RID E o O M HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING
B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 11 6) ALL PLATES SHALE ALL PLATES SHALE BE BOLTED TO RAFTERS WITH 1/2" DIA. GALVINIZED
COMPLETION. rv ry 2 n LAG SCREWS WIT[ N N LAG SCREWS WITH WASHERS AT EACH RAFTER
X3- „ill II~ O 7) APPLY I/2" THICK I APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME. o
ROOF AREA: 906 SQ. FT. T °+9 N B). APPLY METAL DRI ).APPLY MEFAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND w K
DBSL UO ?M DIRECTLY TO THE DIRECTLY TOTH E DECKALONG EAVES. av? o
A'f 100% WATER RUNOFF: 152 CUE FT. ;S!q 9) USE 304FELT UND USE 304FELT UNDERLAYMENT WITH ASPHALT ROOFING. D
GENERAL PROVIDE 1 B' DIA. X 4' DEEP DRYWELL (]'-6" CEILING)_ _ _ _ _ _ 10). ICE & WATER BAI
DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT NSR FOR BASEMENT SEEPAGE OR FLOODING, CALKS SURICIAL ' WITH ROOF ANC ICE WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS " o WITH H ROOF AND SIDE WALLS (TYPICAL). p+ ~ W Q
FLOODING OF GROUNDWATER. OR INTERFERE WITH THE OPERATION OF SUBSURFACE DRYWELLS CAPACITY: 169 CU FT SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES l?
DRY WELLS MUST PE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS IELOW THE DRY WELL FINALLY, A DRY WELL 11). DO NOT INSTALL °+yr / XRDFk]Rk MUST BE DRY AN 1). DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOODIII SHEATHING p pvp MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. GG GO y'7
SHOULD BE PROTECTED W EASEMENT. DEED MITNQION, ORDINANCE OR OTHER LEGAL MEASURES THAT PRfV ENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL ®I6`Y C / UNDERLAYMENT UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE .R 0 d
THE BOTTOM OF THE DRY WELL MUST PE AT LEASf]REST ABOVESFA50NAL HIGH SCHITO UNIFORMLY WATERTAELEO0.IBDROCTRAC N ASIEVELASPDO SOILS WORK DAY. COV 12 hrn [V COMPLETE. WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS . 7 COMPLETE.
DIfiWBUTFRUNOFF INFILTRATION OVER fVPGRAD I n U i
CONSTRUCTION GOp DRY WELLS. PROTECTION Of THE SDBGRADE SOILS FROM COMPACTION BY m 12). INSTALL ASPHAL' USE GALVANIZED 2). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS, USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 ~ 12 GAUGE WITH AT
CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. PRIOR LOCO CONSTRUCTION. TI IS AREA TO BE USED FOR THE DRY WELL SHCLLO BE LEAST DIA. H LEAST 3/13" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD
CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCHPILED MATERIALS FROM COMPACTING THE SDRCRADESOILS DURING DRY WfA CONSTRUCTION. USE 6 NAILS PER CUTTING INTO S USE 6 NAILS PER SHINGLE. NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE.
PRECAUTIONS SHOULD IFTAREN TO PREVENT BOTH SUYGMDE SOIL COMPACTION AND SEDIMEM CONTAMINATION ALL EXCAVATION SHOULD IE PERFORMED WITH THE
LIGHTEST PMLTCAL EXCAVATION EQUIPMENT ALL EXCAVATION EQUIPMENT SHOULD FIE PLACED OUTSIDE THE UNITS OF THE DRY WELL
TO HELP PRLVENTfU1LRADE SOIL CONTAMINATION AND CLOGGING EY SEDIM[NT. / DRY WELL CONSTRUCTION SHOULD GE DELAYED UNTIL ALL COLLIER CONSTRUCTION
SHOULD B9 DELAYED UNTIL ALLOTHER CONBTRUCTION AREAS TI IAT MAY TEMPORARILY OR PERMANENTLY GRAIN TO THE DI WELL ARE STARILRRK THIS
DELAYED CONSTRUCTION EMPHASISTHE NELD, AS DESCRIEEDABOVE, TO CORDON Off THE DRY WELL WEAR) TO FREMNT COMPACTION BY CONSTRUCI ION EQUIPMENT
AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES SIMILARLY, USE OF THEORY WELL AS A SEDIMENT YASIN IS S RONOLY DISCOURAGED. WHERE 24'-D" 8'-2" U V
UNAVOIDAPIG EXCAVATION MR THE SEDIMEW BASIN SHOULD RE A MINIMUM Of / 2 HET AEOVETHE FINAL DESIDN aCCALION Of THE GII WLLL BOTTOM /
ACCUMULATED SEDIMENT CAN THEN EE RENOWIO WITHOUT DISTURBINOTHE SU WRAUE VOILE AT THE DRY WELL IOTSOMWHICH SHOULD EE CSTAYLISHED ONLY B O
AFTER CONSTRUCTION WITHIN THE DRY W¢CS DRAINAGE ARE IS COMPLETED AND DRAINAGE ARCASTAIRUED.
If DRY WELL CON57RUCTION CANNOT YE DELAYED UNTIL ITS DRAINAGE AREA IS STAEILRED. DIVERSION PIPING OR OTH@ VITAELE FRAWRES SHOULD Yf N
INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT F
BE REMOVED UNTILALL CONSTRUCTION WITHIN THE DRY WELL'5 DRAINAGE AREA \ IS COMPLETED AND TFIE DRAINAGE AREA STAIILRED,
STONE FILL AGGREGATE SHOULD EE PACED IN ULD AND COMPACTED USING ILATE COMPACTORS A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES Is 0.TCOMMBNDED PRE" AS WREATNIEW:
ALL OTHER REST MANAGEMENT PRACDCES, PRO REATMENT CAN EXTEND THE DRY WELLS TO BE iD' MIN.
FUNCTIONAL LIFE Of ADRY WELL WHILE GENERALLY NOT AiILNIFI[BNT SOURCE OF AWAY FROM HOUSE RUNOGF POLLUTION. ROOTS CAN NryCRTHFLE55 EE THE SOURCE OT PARTICUTATCE AND ORGANIC MATTER AND, OUNNO SITE CONSTRUCTION. SEDIMENT ANO DEERS u y
THEREFORE. ROOF GUTTER GUARDS AND I OR SUMPS OR IMPS IEDW PPE. WTH CLFAN'OUTS IN CONDUITS TO A DRY WELL SHOULD WE INCLUDED WHEREVER O
PRACTICAL TO MINIMIZE RYE AMOUNT OF SEDIMENT AND OTHER PARTICULATES
THAT CAN EWER THE DRY WELL \ O O O C O
n,.A-
DRAWN MR/MS
SCALE: 114"=1'-O"
q k ` JOE#: N"r Janumy 14, 2013
- ~ .F~'!:. SKEET NLMHER.
NS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OR ALL GENERAL CONTRACTOR SHALL BE RESPON iR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS + • E C o! 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWIN(CS, THE SPECIFICATIONS, AND THE FIELDI MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALLWORK, DIMENSIONS AND CONDITIONS AT JOB SITE. INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MA' )UIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C o! O PRIOR TO I
I I
REVISIONS
q„
IJ 1± (J I ti o ~ I I I I l o - l.3/4X92/2 ML RIDGE -
I I 1 I I 1 , #10 STAINLESS STEEL I I I \ I I I ( l WOOD SCREWS; W/ OR GAVANIZED I I'I'
O I , 1 I ' • WASHERS la 12" O.C. - - - III / - 2X6 u 616"OC _ - - Z = _ u
12" O.C.
I~ I ~ ~ II I I I I I I
tO O~4ry I - ri I
1/2" APA RATED SHEATHING I I \ / / 1
I GRADE PLYWOOD Il I 2X4 PLATE 314" SUBFLOOR - - j - vm - -
4 1 / 1 / (ALTERNATIVIVE: 7/16"O.S.8) I4" T11560 WOOD4 FJ @16"OC
~I j I j I )J Q 1/2" APA RATED SHEATHING IHEATHING - ~-rT -
O I I ' GRADE PLYWOOD (ALTERNATIVE: 7/16"O.S.B.) 7116"D.S.®.) - _ 1~ 1r ~7LTT ~ Q
L -
® 16" OC w/ 1/2" CDX
#10 STAINLESS STEEL SHEATHING 5/B" TYPE-X FIRE RATED
OR GALVANIZED ll I SIDING TO UNDERI-AYMENTAND SHEETROCK ON WALLS " SIDING TO MATCH AND CEILING AND CEILING RYPICAL7 z
WASHERS @ 12 12" O. S / I I I ~I I ( ~I ~l C. s z
I / \ f WINDOW SILL / I J TYPICAL WINDOW OPENING 2X ACY~ SILL PLATE 1 ^ U
COPR-TE%TERMITE SHIELD - FOAM SILL SEAL ~ - -
S I (LESS THAN 4'-OXB'-O" OPENING)
TYPICAL DOOR OPENING i, 4" CONC. SLAB (PITCHED TO O.H. DOORS) REINFORCED WITH WMM OVER COMPACTED
(LESS THAN 4'-OXB'-O" OPENING) SOIL / GRAVEL (TYPICAL) WPC WALL e p~
- - SECTION A-A 16"XB" CONC. FTG. l
(2) N5 RERAR SCALE: 1/4" = V
24110C 4" N
rn
F.Q~ dO.
• • • • 4„
Fli U ~ QO
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• J I f I f I I IJ ° Q~
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PLYWOOD
SHEATHING o 'n f+ ~ w
ti cw
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- (B) 14" ML FLUSH BEAM BFLOOR - - - P! 3 LID
DF*2 STUDS Fi
1- - 3/4"SUBFLOOR
• kL f 4 1• •
L fJ 916'OG 5/11" TYPE-X FIRE RATED SHEETROCK ON WALLS AND CEILING
R~ 410 STAINLESS STEEL
OR GALVANIZED u
WOOD SCREWS Wl WASHERS w/ WASHERS @ 12" O.C.
f 0
O m Q
MULTIPLE PLYWOOD ASSEMBLIES
2 - 2X4 DF42 STUDS CONNECTED
TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W WASHERS H
AND NUTS @ 2`0" D.C.
TYPICAL MULTIPLE OPENINGS
(MORE THAN 4'-OX8'-0" OPENING) Ln
4" CONC. SLAB (PITCHED TO C.H. DOORS) B" PC REINFORCED WITH WMM OVER COMPACTED WALL B o.. u OI WALL
e SOIL/ GRAVEL (TYPICAL) M
= L 6'X2" C 16'XB" CONC. FFG. (2) N5 RESAR 4
(R) #
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL A
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) NG) SECTION B-B
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" Yre" SCALE: 1/4" = V
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO -o DRAWN: MH/MS
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.N.S. RESIDENTIAL ` SCALE: 114'=1'-0"
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. LE. JOE 4: J=ay 14.2013
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. WER. f+{°;+ SHEETNHMEER:
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
NS, AND THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERALCONTRACTORSHALLBERESPON IR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 E C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.
PAINTER TO PRIME AND PAINT ALL DOOR EDGE5 TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS„ THE SPECIFICATIONS, AND THC FIELDI MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND SITE CLEARANCES: FOR DELIVERY OF EQUIPMENT AND MA' )UIPMENT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND, SHALL SECURE THE C of 0 PRIOR TO
REVISIONS
WIND LOAD PATH C ONNEC TIC
=C TION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GO01 INT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
RAFTER
ENDWALL CRIPPLE STUD WALL STUD
0
0 RIDGE BOTTOM PLATE
HEADER LEDGER BATHTUB
SIDEWALL DOUBLE JOUST
JACK STUDS RAFTER
FLOOR USE NUMBER DESCRIPTION APPLICATION
1ST. AD58 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION V// ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESG RIP110N APPLICATION LOCf / LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIIZEUSP NUMBER BATH SPA TUBS TO HAVE A DOUG
2ND. ADS5 HOLD DOWN BOTH ROT PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 209a. STRAP APPLY TO EACH JACK STUD ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH - DESCRIPTION APPWC ATION SUPPORT EACH WALL H D ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x8-Z.8 LS26 1890. SLOPE HANGER APPLY TO EACH RAFTER /LEDGER JOIST DIRECTION 1 0 HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT RE EACH WALL RUNNING PARALLEL WITH THE FLOOR
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUID L RC 'UID FOR JOIST NOT DIREOTL DIST DIRECTION WITH (2) JOISTS UNDER WALL. cn IcnIST NOT DIRECTLY UNDER PARALLEL WALLS. PROVIDE
2X10 LS210 1890. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER PLC BLOCKING ®24"OC O
WALL STUD
F~
THROUGH-ROOF EXHAUST
VENTS SELECTED AND LOCATED BY CONTRACTOR may
METAL STRAP CRICKET AT TOP-SIDE OF F
RIM BOARD CHIMNEY OF VENTILATION CHANNEL
RAFTER AS REQUIRED Q
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION O F
FOUNDATION - SIDEWALL FLASHING W000 JOIST Oa r~-
FINISH WALL AND MOISTURE TUBE TOP PLATE GIL GRINS % 2.4 LEDGER BLOCKING Con H
STARRING TO BE ATTACHED TO WALL STUDS ®48"OC BARIRIER TO LAP FLASHING AND ALL WINDOW/DOOR OPENING JACK STUDS BETIWEEN WALL MAIN TGAP TING GAP ATTIC SHALL BE PROVIDED WITH A 2x4 SOFFIT J01$i
L AND FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING W FING TO AVOID FINISH 10 SOAKING ::z O U
IKNNG MINIMUM NET FREE VENTILATING AREA FASCIA WALL $NC NOl LESS THAN 1/160 OF ETI1E F GUT7fER I-1 U
INSTALL 4'0" O.C. 4" - 8" LSTA24 1-1/4'x24" 20ga. STRAP AND JACK STUDS THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT AT RESISTANT METAL MESH WITH MESH OPENINGS OF 'A INCH IN DIMENSION. CON TIN. SOFFIT / EMT. PLYWOOOi F-1
INSTALL 4'0" O.C FLASHING TO FORM CHANNEL ANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
8" - 14" LSTA30 1-1/4"x30" i8ga. SCRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY IN AIR SOFFI TEQ EAVE _LARY 4" - 6" RAFTER RT10 10-3/4" x 1800. TYDOWN ANCHOR CONNECT TO
ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEE
INSTALL 4'0" O.C. 14" - 16" LSTA36 1-1/4"x36" 18ga STRAP AND JACK STUDS E CONNECT TO ROOF VENTILATION / OVER BEARING LOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER GEARING WALLS AND HEADERS
014 ALL OPENINGS KEEP ROOFING NAILS OUT 8" - 12" RAFTER _R1021 I . /8" x 20g0. TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL )UT
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
ULU L FLASHING 4 INCHES
BASE FLASHIANG WRAPS CORNERS, / EXTENDS UNDER SHINGLES AT S' RAFTER RIDGE CAP OF SAME
SIDES 4 INCHES AND LAPS MATERIAL AS (ROOFING NAILED TO SHEATHING V]
ES THROUGH VENT
MQ c
WOOD JOIST F~ U
I~ SHINGLES AT BASE MIN. 4 INCHES TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING 1ST. FLOOR WALL SLAPPING TO BE ATTACHED TO 'NALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD WOOD JOIST
FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION AND RAKES PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" OC PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"x36" 18ga STRAP AND JACK STUDS ON ALL OPENINGS LOCATION USE NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
KEEP SHEATHING MIN 1 FREE CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLIES RAFTER/FUATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER ST[ CTED TO A FLUSH HEADER TO BE SUPPORTED WITH
INSTALL 4'0" O.C. 8" - 16" MSTA48 1-1/4"$48" 189a. STRAP AND JACK STUDS CONFORM TO SLOPE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. THE PROPER STEEL CONNECTOR. JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
ON ALL OPENINGS PLATE/WALL SPTH4 STD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGI V FOR SHRINKAGE. & REDUCE BUMP OUTS
PLATES TO EACH STUD
GILL -LAIL TERMITE SHIELD
SILL GASKET ' SUB FLOOR
m y G WOOD JOISTS [A ~ p
TYP. CONC. FOUNDATION ` CONGA ' NEOPRENE _ ^ U' GASKET i A X k N,
DAMPPROOF EXTERIOR S MIL POLY EMIL POLY ON EXTERIOR V GRANULAR FILL 2x6 /2x0 CONTINUOUS WOOD PLATE o m 0. M
' V STEEL COLUMN ' BOLTED TO STEEL BEAM WITH 1/2 " DIA. BOLTS ® 48" a.c. STAG. W J+ p
p b z ~n ~
u Q x 4 d ,o•, e CONC. SLAB e A p• a ROOF JACK STEEL BEAM
L, COMPACT FILL )•p ANCHOR BOLT EMBEDMENT POURED CONCRETE. 7"
p Q . ' BLOCK WALL: 15' 4" x 1/4" x B" STEEL
KEYWAY FOOTING r e V A 4.'a •'a G CONC. FTC. 'p •aa•p SC a ROOFING LAPS FLASHING AT TOP AND BOTTOM PLATE N U
o' o A USE WITH 3.3 SQUARE WASHERS SIDES AND TOP ANCHOR BOLT CONNECTION WITH 1/2" x fi" ANCHOR BOLT [n
~ Q REINFORCING BAR (USP LBPS58 OR BEEFS) 112" GROUT °41 v W
DRAIN TILE ? p ANCHOR BOLT CONNECTION gSTORIES 5/8'• DIA. ANCHOR BOLT I 3" STEEL COLUMN
MAXIMUM SPACING FLASHING LAPS - - I 10 KIPS )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM _ CRAWL SPACE 0 FOUNDATION 72" OC
SILL PLATE TO FOUNDATION 36" OC TYPICAL BEAM DETAIL BEAM DETAIL En
TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURA BRACING MIN. 3" STEEL COLUMN ANCHORED TO 24°x24^x12° CONC. FTG _ . CR L SPACE OR OUNDATION STEEL BOTTOM BEARIN
ALL BOTTOM PLATE TO FOUNDATION 57" OC BOTTOM BEARING H
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
u V
/ II O
CONC. SLAB SUB FLOOR Lo Q~
6X6 10/10 WWM COMPACT FILL DOOR FRAME GARAGE
DOOR / I USE 2XH JOIST
FOR BLOCKOUT STEEL B EAM ???~~^^^~"".~~~JJJ1
4" SLAB
P T. PLATE W/ 6X6 MM I SLOPE
1/2" AIR S"CE 4•DRIVEWAY NOTCH JOIST ANC AT END AND 7 1 2" (WITH A NAILING F OTCH JOIST AND ADJUST HEIGHT u VITH A NAILING PLATE IF NEEDED) to
ES OF WOOD TO BE APROX, 1/2•' STEEL BEAM TO ALLI BE APROX 1/2" OR HIGHER THAN x L BEAM TO ALLOW FOR SHRINKAGE
C a C _ Qd' Q SXS W.W.M. 12" BEAMS I •'a G ' p• a n • (PROVIDE STRAPPING TO E STRAPPING TO KEEP JOISTS ALIGNED)
'P o D clli 4
MIN. • REINFORCING BAR _-~NOTCH BEAM FOR MUD)SILL IF REQUIRED MAXIMUM p p e' an''n -i- NOTCH EQUALS 1/4 DEPTH OF BEAM q p o' • ° ^ ° W=~ --^SUB FLOOR
j• a Q: a•Y 1 °
DRAIN TILE I~ MD .4 REINFORCING BAR 12" d _ 'a SHEET METAL / 30$ FELT UNDER BEAM Al' POINT G• ° GIST / _ s°
OF CONTACT WITH CONCRETE OR GONG BLOCK I- I_ Q1 STEEL BEAM
TYPICAL CONIC. MONOLITHIC FOUNDATION REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH GEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM PLATE (BOLTED
REINFORCE FOOTING WITH (2) #4 REINFORCING HARZ&
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ~.WDRAWN: MH/MS
BEAM POCKET SCALE 114"=TW
R {?re't JOB
'F January 14,201]
SHEET NUMBER:
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THEE SPECIFICATIONS, AND THE FIELD CONDIT )THE FIELD CONDITIONS, AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTORTO COORDINATE MEETING WITH OWNERS FOR AWPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLER
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE, INCLUDING BUILDING AND 31TECLEARANCES FOR WELIVERY OF EQUIPMENT AND MATERIALS, NT AND MATERIALS, AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC, PLUMBING, AND HVAC PRIOR TOINSULATING AND SHEETROCKING AN ,SHALL SECURE THE C d 0 PRIOR TO RECEIVII L BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTION5 A-6 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS