The URL can be used to link to this page

Home My WebLink About34987-Z Town of Southold Annex 9/9/2011 y 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY . No: 35196 Date: 9/9/2011 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 680 SOUTH LA EAST MARION, SCTM#: 473889 See/Block/Lot: 38.-6-7 Subdivision: Filed Map No. 'Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 2/11/2009 pursuant to which Building Permit No. 34987 dated 9/9/2009 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 covered entry deck and second floor deck, to an existing one family dwelling as applied for per ZBA#6283, dated 7/30/09. The certificate is issued to Erey,Iskender&Bengolea,Angelica (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Auth ed S' atur FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34987 Z Date SEPTEMBER 9, 2009 Permission is hereby granted to: ISKENDER EREY 415 CPW #2-E NEW YORK,NY 10025 for CONSTRUCT FIRST&SECOND STORY ADDITIONS/ALTERATIONS TO EXISTING SFD PER APPROVED PLANS, ZBA#6283 , TRUSTEES#7095&NYSDEC AS APPLIED FOR. at premises located at 680 SOUTH LA EAST MARION County Tax Map No. 473889 Section 038 Block 0006 Lot No. 007 pursuant to application dated FEBRUARY 11, 2009 and approved by the Building Inspector to expire on MARCH 9, 2011 . Fee $ 486 . 00 `l �1 Authorized Signature ORIGINAL Rev. 5/8/02 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 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 I Wlead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible€or 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 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.M 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. /f"//' 6? �j New Construction: Old or Pre-existing Building: ' C (check one) �— Location of Property: . �� House No. Street Hamlet� Owner or Owners of Property: ,lj zj1/1b6e_ L/ Suffolk County Tax Map No 1000, Section Block �o Lot Subdivision Filed Map. Lot:. Permit NQ. y � Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate. Final Certificate: _ (check ne Sv lee Submitted: $ A ica it Siunatnre. pF SO(/l-ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road cnG Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �p • �� roger.richert(a)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Iskender Erey Address: 680 South Lane City: East Marion St: NY Zip: 11939 Building Permit#: 34987 Section: 38 Block: 6 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ice Electric License No: 4586-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 25 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors 55 Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO Detectors 1 Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 24 Twist Lock Exit Fixtures TVSS ri Other Equipment: 200a under ground service change, 2-exhaust fans, 3-paddle fans Notes: Inspector Signature: Date: June 13 2011 81-Cert Electrical Compliance Form TEL.765-1802 urzr TOWN Or SOU`1CIIOLD OI.,PICI's OI- BUILMNG INSPECTOR +� ,c P.O. BOX 728 'TOWN IIALL SOUTIIOLD.N.Y. 11971 C E R T I F I C A T I O N Date Building Permit No. Owner �SK EriDEs? �1ZE 1 (please print) Plumber pft,-aZ1a;4 pLum&46, (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (plumber' s signature) sworn to before me this of m�----, a.�.�---' � ------ ------ -- Notary Public �•�S�\�..._ Notary Public, ------ County ALICIAWAUKER KotM public 1yy�� Qualified I Sept-ffolk 25n"��`� Commission Expires �o��OF OOjyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH P [ ] FOU TION 2ND [ ] IN N [ RAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR 2 SOUjy� courm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECPRO N [ ] FOUNDATION 1ST [ UG LB [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: e DATE INSPECTOR G • O Ali TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ` "A �� INSPECTOR�Z � �Of SOUr�, cOUHiY, ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO H P LBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS:-•� � �- 1 a DATE �� I INSPECTOR �o��OF SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F MING / STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIXT10N [ ] FIRE RESISTANT PENETRATION REMARKS:-/-7Qq -- DATE INSPECTOR �OF SO(/r�, t �o� Oho o�y�DUNn,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: i DATE ` INSPECT R _ O OF SO(/ryo�o c� �'YOOUMY,N� v/ 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 [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH'PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRICAL (FINAL) REMARKS: DAT -INSPECTOR '`t . J ' P - FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H FOUNDATION(2ND) • � z c rA ROUGH FRAMINQ& �y PLUMBING z I O INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 G!C - .7 1 z K,q4-t 6 Z (d °z .i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTIYIENT Do you have or need the following,before applying? TOWN HALL _ Board of Health SOUTHOLD,NY 1.1971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 f Survey SoutholdTown.NorthFork.net PERMIT NO. r Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ` ,20 �� Storm-Water Assessment Form Contact: ,/ r Approved ,20 6� Mail to: ��f�. �/C ✓�/Z T�i Disapproved a/c ? /p Phone: Expiration ,20 [VF E Building Inspector ICATION FOR BUILDING PERMIT 2009 Date 2 Q , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a.This application e co tely 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:.,mendments 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 regu ion and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or n me,if a corporation) �a dad' 9)3 (U7-cHV6cg- (Mailing address of applicant) State whether applicant is owner, lessee, gent, architec , engineer, general contractor, electrician, plumber or builder Name of owner of premises A (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. Locat'o of land on which roposed work will be done: �00 spovTH L,4-eV6 " E lV40claxi House Number Street Hamlet County Tax Map No. 1000 Section 39 Block 06 Lot 07 Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ises and intended use and occupancy of proposed construction: a. Existing use and occupancy //l/C G/C /��1ii?/G SlO .c/ b. Intended use and occupancy_ Slq 3. Nature of work(check which applicable): New Building Addition Alterations_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee SnE (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories IfDimensions of same structure with alterations or additions: Front ? r f Rear., . Depth Height Numb6r 6f'Stories v u� �."". 8. Dimensions of entire new constructi�i: Fron / ` Rear Depth 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 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NOXWill excess fill be removed from premises? YES NO 14. Names of Owner of premises Y ElzEy Address Phone No. D Z 3 Name of Architect -rC Address Phone No - / Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_4NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT MAYBE 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 YORKQ CONNIE D.BUNCH Notary Public State of New York SS: No.01bU6185050 COUNTY OFS Qualified in Suffolk County Commission Expires April 14, �I�[c_ C�f�'✓'`T2/ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the zft (Contractor,Agent, (Yorporate 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 7 day of 200�_ Notary Public Signat e of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK �. PERMIT NO. 7095 DATE: MAY 20, 2009 i ISSUED TO: ISKENDER EREY& ANGELICA BENGOLEA •r PROPERTY ADDRESS: 680 SOUTH LANE, EAST MARION SCTM#38-6-7 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter I I I of the Town Code of the Town of Southold and in accordance with-the Resolution of the Board of Trustees adopted at the meeting held on May 20,2009,and in consideration of application fee in the sum of$500.00 paid by Iskender Erey&Angelica Bengolea and subject to the Terms and'Conditions.as stated in the Resolution,the Southold Town Board of r Trustees authorizes and permits the following: y 4 Wetland Permit to construct a first-floor addition on the landward side of the existing dwelling and expand the second-floor within the existing footprint, create deck over the existing sun porch, and install new windows, exterior doors, siding and roofing, and as depicted,on the..survey prepared.by Nathan Taft Corwin III, last dated F April 22, 2009, and received on April 22, 2009. i INVITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed:by a majority of the said Board as of this date. , e oca V y� 00 - - ---------------------------------------------- ....................... t Jill M.Doherty,President OQF SU(/l�Ql Town Hall Annex Bob Ghosio,Jr.,Vice-President 54375 Main Road P.O.Box 1179 James F.King Southold,New York 11971-0959 Dave Bergen • OQ Telephone(631) 765-1892 John Bredemeyer Q �ly COU Fax(631) 765-6641 NTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0685C Date September 6, 2011 THIS CERTIFIES that the first floor addition on the landward side of the existing dwelling, expansion of the second floor within existing footprint, deck over existing sun porch, new windows, exterior doors, siding and roofing At 680 South Lane, East Marion Suffolk County Tax Map#38-6-7 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 3/17/09 pursuant to which Trustees Wetland Permit#7095 dated 5/20/09 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 A first floor addition on the landward side of the existing dwelling, expansion of the second floor within existing footprint, deck over existing sun porch, new windows, exterior doors, siding and roofing. The certificate is issued to ISKENDER EREY &ANGELICA BENGOLEA owners of the Aforesaid property. ' N A horized Signature V ' -AM New York State Department of Environmental Conservation Division of Environmental Permits,' Region One SUNY @ Stony Brook 50 Circle Road Stony Brook, New York 11790-3409 - Phone: (631) 444-0365 • FAX: (631) 444-0360 Alexander B. Grannis TIDAL WETLAND LETTER OF NON-JURISDICTION commissioner March 20, 2009 D E C - E, Mr. Iskender Erey and Ms. Angelica Bengolea 415 Central Park West SEP - 2 2009 Apt. 2E New York, N.Y. 10025 10W BLDG.DEPT. LD Re: UPA#1-4738-03656/00002 Facility- 680 South Lane, East Marion, N.Y. SCTM# 1000-38-6-7 Dear Mr.Erey and Ms. Bengolea: Based on the information you have submitted, the New York.State Department of Environmental Conservation has determined that: The property landward of the bulkhead greater than 100 feet in length constructed prior to 8/20/77, as evidenced on Aerial Image Resources photo#75-2100 dated 3/24/76 and shown on the survey prepared by Nathan Taft Corwin III dated 9/18/08,is beyond Article 25(Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. 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 permit. 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 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, e�V J Laura Scovazzo Permit Administrator cc: Mark K. Schwartz, MHP, File James F. King, President �aof SO!/jy� Town Hall Annex Jill M. Doherty,Vice-President ,`O 01 0 54375 Main Road P.O. Box 1179 Peggy A.Dickerson Southold, New York 11971-0959 Dave Bergen Bob Ghosio,Jr. �l �O Telephone (631) 765-1892 Fax(631) 765-6641 �COU�m,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit#: 7095C Date: May 20, 2009 SCTM#: 38-6-7 Name of Applicant/Agent: Mark Schwartz, AIA Name of Permittee: Iskender Erey&Angelica Bengolea Address of Permittee: 415 Central Park West, Apt. 2E, New York, NY 10025 Property Located: 680 South Lane, East Marion, New York DESCRIPTION OF ACTIVITY: Coastal Erosion Permit to construct a first-floor addition on the landward side of the existing dwelling and expand the second-floor within the existing footprint, create deck over the existing sun porch, and install new windows, exterior doors, siding and roofing. The Coastal Erosion Management Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin III, last dated April 22, 2009, and received on April 22, 2009. Permit to construct and complete project will expire two years from the date the permit is signed. INSPECTION: Final Inspection SPECIAL CONDITIONS: (apply if marked) N/A Bluff restoration through a re-vegetation plan is a necessary special condition of this permit. N/A A relocation agreement is attached hereto and is a necessary special condition of this permit. N/A A maintenance agreement is attached with application and is a necessary special condition of this permit. James F. King, President Board of Trustees FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 17, 2009 TO: Iskender Erey Angelica Bengolea C/O Mark Schwartz, Arch. P.O. Box 933 Cutchogue, NY 11935 Please take notice that your application dated February 11, 2009,. For permit for proposed additions/alterations at: Location of property: 680 South Lane East Marion,.NY County Tax Map No. 1000 - Section 38 Block 6 Lot 7 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations to this existing single family dwelling is not allowed pursuant to Article XXII, section 280-116 (B), which states "All building or structures located on lots upon which a bulkhead ....exists... shall be setback not less than 75 feet from the bulkhead." The plans show a proposed setback of 16 +/- feet from the bulkhead. Pursuant to Article XXIII'Section 280-124, non-conforming lots measuring less than 20,000 square feet, shall have a minimum side yard of 10 feet.and a total of 25 feet. This non-conforming single family dwelling in the R-40 district with 11,930 square feet, shows a minimum side yard of 5.4 feet and a total of 19.10 feet. 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. Office Location: ��1�F SUUryO Mailing Address: Town Annex/First Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) VO P.O. Box 1179 Southold,NY 11971 • �OQ Southold,NY 11971-0959 oil http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD D E C E Tel. (631)765-1809 Fax(631)765-9p6 AUG - 5 2009 FINDINGS, DELIBERATIONS,AND DETERMINATI N REGULAR MEETING HELD JULY 30,2009 TOWN OF DEPI LO ZBA FILE#6283-1.EREY. and A. BENGOLEA,APPLICANTS PROPERTY LOCATION: 680 South Lane, East Marion CTM 1000-38-6-7 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 further steps under SEQRA. SUFFOLK COUNTY-ADMINISTRATIVE CODE: This.application was referred as required under the Suffolk County Administrative Code Sections A 14-14.to 23, and the Suffolk County Department of Planning issued its reply dated March 19, 2009 stating that.this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTSIDESCRIPTION: The subject property.is an 11,930 square foot lot measuring 70.00 feet on South Lane to the north, 184.54 feet on the eastern boundary, 71.84 feet on Orient Harbor to the south, and 200.68 feet on the western boundary.. The house is improved with a single-family house and a shed as shown on a September 18, 2001:survey, revised by Nathan Taft Corwin, L.S. on December 2, 2008 to show Coastal Erosion Hazard line. BASIS OF APPLICATION: Requests for Variances under Sections 280-116(B).and 280-124, based on an application for a building permit for additions and alterations less than the code-required minimum of 76 feet from the bulkhead adjacent to Orient Harbor, less than 10 feet on a single side yard, and less than.a total of 25 feet for combined side yard setbacks,at 680 South Lane, East.Marion. LWRP DETERMINATION: A Letter dated June 19, 2009 confirming consistency with LWRP policy standards was submitted to the Bodrd of Appeals under Chapter 268,Waterfront:Consistency Review of the Town of Southold Code.. and Local Waterfront'.Revitalization Program. 14 FINDINGS OF FACT The Zoning Board af`Appeals held a public hearing on this application on June 25, 2009, 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 applicants proposes to create a second-floor open deck over an r Page 2—July 30,2009 ZBA#6283-I.EREY.and A.BENGOLEA,Applicants CTM 10.00-38-6-7 at 680„South Lane,East Marion existing sun porch,with an.outside staircase extending 5.4 feet into side yard, to construct a first floor entry addition on the landward side, and to expand the second floor within the footprint of the existing`nonconforming structure. The applicant also seeks a variance to allow landward extension of the house, continuing the 14.6 foot side setback, including the addition of a Bilco door further reducing the setback to 8.1 feet. REASONS FOR BOARD ACTION: On the basis of testimony presented,materials.submitted,and personal inspections,the Board makes the following findings: 1. Town taw§267-6(3)(b)(3)(1 . Grant of the variance with respect to the alterations on the south side will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Those proposed additions will be within the existing; footprint.. Expert testimony has been presented that the existing first floor can support a. second floor extension. Nothing will be knocked down, and external walls on the non-conforming side of the house will remain intact. Grant of the variance.with respect to the side setback'to 8.1 feet will significantly reduce the passage on the west side of the house. 2. Town Law $267b(3)(b)(2). The benefit sought by the applicant on bulkhead.side cannot be achieved by any feasible method ether than an area variance. The benefit of a basement entrance can be achieved by locating the Bilco door on the north, landward side of the house. 3. Town Law§267-b(30)(3). The variance granted for the southern, landward side of the house is not.substantial. Renovations to the house will not cause any further encroachment upon the existing setback'. Extension of a 14.6 foot reduced setback is not substantial,amounting to less than a 3 per cent variance. Reduction of the side setback from 14.6 to 8.1 feet to allow for a Bilco door'is substantial,amounting to a 45 per cent decrease. 4. Town,Law.§267-b(300 The difficulty with respect to a need for renovation closer to the bulkhead than the code- required was created,when the-housewas originally constructed. Nothing in the proposed construction will aggravate. that situation. 5. Town Law 267-b(3)(b)(4). Apart from the proposed construction of a'Bilco door on the west side of the house, which would reduce'the side setback on that side of the building, no evidence has,been presented to suggest that a variance.in this residential-community will have an adverse impact on the physical.or environmental conditions in the neighborhood. Locating that door on the landward side of the house will eliminate that difficulty. .6. Grant of the requested relief is the minimum action necessary and adequate to enable.the applicant to enjoy the benefit of a increased living.space and a second-floor extension over new deck,while preserving and protecting the character of the neighWhood 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 267LA motion was offered by Member Simon;seconded by Member Weisman, and duly carried,to DENY the side variance as.applied for(concerning the Bilco door at the side)and, in the ALTERNATIVE to: GRANT the side yard extension with the CONDITION that the Bilco door be located on the north, landward . side of the house;and further;to R Page 3—July 30,2009 ZBA#6283-I.EREY,and A.BENGOLEA,Applicants CTM 100.0-38-6-7 at 680 South Lane,.East Marion GRANT the variance as applied for with respect to.the construction of anew deck and extension of the second floor;and extension of the second floor over the new deck(shown on the December 8, 2008 diagram #A-1.and the October 20, 2008 diagram#A-5, prepared by Mark K. Schwartz,AIM, and to That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the:Variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving,nonconformities. under the zoning code, This action does not authorize or.eondone 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. The Board reserves.the4 ight to substitute.a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board:. Ayes: Members Goehringer,(Chairman man chnei er. This Resolution was duly adopted(4=0 Ger Goehringer, Chairman /3 /2009 pproved for Filing RECE- D AUG - 5 M. BOARD OF APPEALS Page 1 of 1 oF so�ryolo Toth, Vicki - 802 FroW75 Mai, dK. Schwartz[mksarchite Fax(631)765-9502 SeW'0.Box MJRda Augaust 17, 200911:0 • �O Southold,New York 11971- 959 To: Toth, Vicki Coum,� Subject: FW: Septic Importance: High BUILDING DEPARTMENT TOWN OF SOUTHOLD Hi Vicki, This is an e-mail from Mr. Erey and I agree. Please review. Thanks, Mark Dear Mark; I trust you still have all the support documents I had given you concerning the house, namely the original number of bedrooms (five). As we project the house - We shall have only three bedrooms - we are a family of two and a child - Over the years we have never had to empty the septic - Since it was built, the progress in biodegradable paper and other elements is huge So, I cannot possibly see how they can ask for a change (upgrade) in the septic. If they do, we are to vehemently oppose it. Best regards �f , Alex V 8/24/2009 Page 1 of 1 OF SO(/r�olo Toth, Vicki 1802 Frofi4�75 MlaikRoSlchwartz[mksarchitect@ t I Fax(631)765-9502 Sen�P'D' Wdrhhiap Au �ust 17, 200911:20 A • �� Southol ,New York 11971- 959 To: Toth, Vicki I�COU ��v Subject: FW: Finalizing Permits- Home Stretch BUILDING DEPARTMENT TOWN-OF-SOU-T-HOLD From: iskender erey[mai Ito:iskendererey@hotmail.com] Sent: Monday, August 17, 2009 11:17 AM To: mark architect Cc: angelica bengolea Subject: Finalizing Permits - Home Stretch Mark' It was nice talking to you a few moments ago and hearing that all is alright with the permits save for the last clearance from the health department concerning the septic. Also, I note you are going to see the health dapt. today (Vicky?) and finalize this matter. By way of reminder, please remember that 1/ we are not increasing the bedrooms 2/ We have decreased the bedrooms (two less) than when we bought the house 3/ All septic products have improved so much concerning biodegradable etc. 4/ We are definitely less people living in this house So, I look forward to hear from you tomorrow or Wednesday with the good newds concerning the permits enablig us to settle the remainder of our debt. Then we can go onto phase three of this project. Best regards al-EX 8/24/2009 Page 1 of 2 so�ryo Toth, Vicki Town Hall Annex Telephone(631):7 802 ggFr 75 NWrkW.a6gqchwartz[mksarchitect@ p Fax(631)765-9502 theldtrlew oI Ty§7ly�u59t 17, 2009 2:48 P Sou o To: Toth, Vicki Subject: FW: SEPTIC, Our Previous Corresponden BUILDING DEPARTMENT .ro_W-N_O.F_SOU_T_HOLD From: iskender erey [mai Ito:iskendererey@hotmail.com] Sent: Monday,August 17, 2009 2:39 PM To: mark architect Cc: angelica bengolea Subject: RE: SEPTIC, Our Previous Correspondence Here is scan of six pages: 1/ Cert of Occ. 1996 2/ Cert of Occ. 1963 3 &4/ Victorian Realty, Memo of Sale 5/ Victorian Realty Description (Clearly mentions 5 bedrooms, 9 rooms) 6/ Survey, mentions 1 and 1/2 story fr. ho. Confirm you received and legible, otherwise will rush them by hand (have no fax here) Regards Alex Date: Mon, 17 Aug 2009 13:29:37 -0400 From: mksarchitect@optonline.net Subject: RE: SEPTIC, Our Previous Correspondence To: iskendererey@hotmail.com Please fax that info to 734-2110. Thanks From: iskender erey[mailto:iskendererey@hotmail.com] Sent: Monday, August 17, 2009 1:21 PM To: mark architect Cc: angelica bengolea Subject: SEPTIC, Our Previous Correspondence Dear Mark; Here is the email and the supporting docs I had faxed you on March 24: ---------------------- ---------------------- From: iskender erey[mailto:iskendererey@hotmail.com] Sent: Tuesday, March 24, 2009 8:14 AM To: mark architect Cc: angelica bengolea Subject: Documents to Avoid Septic Complications/Expenses Hi Mark; 8/24/2009 Page 2 of 2 �o��pF SO�jyola I fog04nsjqMiprA, pcuments. They clear su Do you wish me fax thffl!one(631)765-1802 TheY4W9Main Road Fax(631)765-9502 1/ C fiegi,gpf90ccupancy, dated Sept s the deck addition. There is no other SO&AgrW&jpT&K gn§�ntiMqDf bedrooms (sin ' tence, as you will see further down) 2/ Survey, dated Sept 4, 1996 mentionin If story house 3/ Memo of Sale, June 18, 1996 mentioning rooms" 4/ Victorian Realty listing description mentioning explicitly five bedrooms So what do we do? BUILDING DEPARTMENT Trust it solves all issues pertaining tT0VMp0E- SOUTHOLD Best regards Alex --------------------- --------------------- From: iskendererey@hotmail.com To: mksarchitect@optonline.net CC: abengolea@aztecaamerica.com Subject: Finalizing Permits - Home Stretch Date: Mon, 17 Aug 2009 15:16:39 +0000 Mark' It was nice talking to you a few moments ago and hearing that all is alright with the permits save for the last clearance from the health department concerning the septic. Also, I note you are going to see the health dapt. today (Vicky?) and finalize this matter. By way of reminder, please remember that 1/ we are not increasing the bedrooms 2/ We have decreased the bedrooms (two less) than when we bought the house 3/ All septic products have improved so much concerning biodegradable etc. 4/ We are definitely less people living in this house So, I look forward to hear from you tomorrow or Wednesday with the good newds concerning the permits enablig us to settle the remainder of our debt. Then we can go onto phase three of this project. Best regards al-EX 8/24/2009 Towa Ffall Annex j Telephone(630 765-1802: 5W5 Main Road y (63117 P o.Box 1179 roper.richert(a�ownsouio .nv.u$'. Southold,NY 11971.0959 ' BUILDING DII'ARTMENT - TOWN OF SOUTHOLO APPLICATIQN FOR ELECTRICAL INSPECTION [Address. EUESTE[3 ICY: Date: - 9. /� mpany Tame: rrte: c ertse.IV:a,: ��✓�.s-P��, r c�/-c ' Phone-No.: JOBSITE INFORMATION: (*tridicates. required information) Address: *Cross Street: *phone No.: - Piermlt No.. 3 Tax Map Pistrict: .1000 Section: Stock.- Lot: *BRIEF DESCRIPTION OF tIIfORf`(Please Print Clearly .(please Circle All That Apply) *Is.job ready for inspection: YES/ CO Rough In F[nal- *bo d T you nee 'a Temp Certifieatte: . � YES/ NO . T6mp-Information (If needed.} - *ServiCe Size: 1 Phase. 3Phase 100 150 200 300- , 350 400 Other *New Service: Re-connect=yndorground. Number of Meters Change of Service Overhead Additional'information: PAYMENT DUE WITH APPLICATION , A.' �-� SObryo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • �Q Southold,New York 11971-0959 �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16, 2011 A / Iskender Erey �05 415 Central Park West#2-E (� New York, NY 10025 ` �\ Re: 680 South Lane, East Marion (� TO WHOM IT MAY CONCERN: 1 The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: &IyApplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. ln �He5`IthDe`pam`en �ry . Plu ers Solder Certificate. Al volving plumbing after 41/1/84) rustees Certificate of Compliance. (Town Trustees#765-1892) QFinal Planning Boar ppro Final Fire Inspection from Fire Marshall: Final Landmark Preservation approval. BUILDING PERMIT : 34987 —Additions/AI era 'on t tl s � BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted.4//1/06/0'?*Date Reviewed: 9/Y/06/0? Applicant: �Y\G-rV-- Sclxwar+Z Owner: k- C G^-2c-( '' ge,�tca ,6e9o�a .� p �— Architect/Engineer: `(.Dry— sc�ykwctr Estimated Cost: SCTM# 1000- - LP - Subdivision: Zone: 47(a Conforming? JqQ Property Address: So u f!h Lq City: EfUfi t4c7nd n Pre COs? Buildin Permits (Open/Expired): 13P2038-Z/C/o z-f`701 ,Info: AV D BPG r 73-z/c/o z-6 J; , Info: ��VV BP4 iif,77-Z/C/o zA 63 L, Info: oddl BP -Z/C/o Z- ,Info: BP -Z/C/o Z- Info: Single & Separate Search Required? Y or/N""'Deterh.iination: REQ. Lot Size:41eCO y. ACT. Lot Size: /3 �3 �ll REQ. Lot Cov. ACT. Lot Cov. REQ. Front ACT. Front REQ Side T. Side REQ. Rear PROP. Rear REQ. Height. ACT. Height Project Description: Waterfront? Y or N? If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or N - If yes, *Bed#: _ *Date: _/_/_ *Permit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1175Oor N - Date: J l�_ld l Permit #:I'l-17-06 3& (o%Odda or J ,etter— Notes: Southold TrusteesSor N - Date: S 12d / d f Permit#: v 9S or NJ Letter—Notes: pc r '$ Q,(-o Southold ZBA0or N - Date: 7/ P/ Gy Permit#: (oR fi 3 —Notes: Southold Planning: Y or N- Date: / /_ Permit#: Notes: _ Town Landmark C of A: Y N DTE: / / S CODE Compliance (page 2): Y or N Notes: Aw "�'C� 6 Fee Structure: Calculation: Foundation: SF 1. (�SF)- (�` SF)= SF X $ _$ First Floor: SF +Initial Fee: $Q20Q Second Floor: SF +Additional Fee ( : $ Other: SF 2. ( SF)- ( SF)= SF X $ =$ Total: SF + Initial Fee: $ + Additional Fee ( : $ TOTAL: $ 4& NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIIvIATIOGEOGRAPHIC DESIGN CRITERIA: Ground Snow Load,;'45 Wind Speed: 120MPH_Seismic Desi'gii Category:B- Weathering: Severe Frost Depth: 36" Verm'te: M-H ' e--Decay: S-M Design Temp: 11 z Ice Shield Underlay:YES Flood Hamirds: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/P FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS:�'/N .LIVE: YIN DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQ IREMENTS: Y/N EGRESS 5.7 S V: Jf/N b LIGHT 8%:/IY/N VENT 4%: / NAILING/CONSTRUCTION SCHEDULE: X/N MEANS OF EGRESS: j /N PLUMBING RISER. DIAGRAM LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: /N TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE). i art Darer Uon UNWORM RESIDENTIAL APPRAISAL R6rORT FRO No.LRO 179 Pro address 680 South Lane G East Marion state N. Code 11 Le sioeacd DonSufmo®r A raisal/Dist: 1000 Sectt 0 8 Block: 06 Lot:07 c Suffolk AsseescresPercelNo. N.A. Tsxyear J9qfi0. Tsxes! 4.1 S clalAasaaamenlsf. Borrows Ere CwrentOwnsr Foseato Oc Owner Tenets ropedy dulds sporal4ad FX1 Fee Simplot-L I Le hold PIRMeel Was 11 PUD ndorrdnium(HUD/VA on HOA! Neighboft9dairProlect Name Gar diners Bay Estates Molleforance 32 E 46 Census Tract 1 M. sale Price!305,000 Dateolsefe 8/ 6 00ft*Vffl vidSsmeudalban contessionstobe low by saner None Known Lender/ClientLendinit Resource Addmss129 Halstead Avenue Mamaroneck N.Y. 10541 AporalsorSchn tta AuDiraigal Co I C Adam sSte 201 188 East Post RoadWhite Plains. N. Location Urban Suburban Rural Predominant Singh famNy housing Present land on% Land use ch Built up over 75% N 25-75% Under 25% occupancy 'P19 tli One family 80 @14alliket Growth rate fin{ Ispid slow* slow (�{Owner 150 Low NeW 2-4 family In procr. Property values 1_J Increasing' (stable Declining Tenant 402 High 80 mun-famky To:Res idE Demand/supply 0 Shortage ®Inbdance Ov 5911ly ®Vrai(0.5X) Prc�mimnl r` 3<Commetdal Markelin N 3 3-6 a �Overflmoyowl on 1 200 20 Vacant) 171 Note.Race and the racial composition of 1 noighborhood sr•not appraisal factors. Neighborhood boundaries and characteristics: North Of Shelter Island South of Long Island Sound. East of . Greenport and West of Orient Southold township School district 82 Factors that affect the marketability of The properties In the neighborhood(proximity to employment and amenities.employment stability.appeal it MSA 5600 Subject is located in a desirable waterfront residential area close to octet churches shOROIng and transportation facilities, Neighborhood properties are neatlymE „ Subject is located near to beaches and boating.' There are no adverse factors affectin subiect neighborhood __ Commerical use of local retailers who support the residential community. Markel conditions In the subject neighborhood(Including support forgo above conclusions related to the trend of property values,demand/supply.and --such as dole on competitive properties for sale In The neighborhood,description of the prevalence of sales and financing concessions.etc.): Present market is fai ly stable demand/su 1 Is-thus in balance.' There are no known discounts or concessions. Listing rites are generally 10-20% higher than market value da s on market is -6 months. There have been no substantial changes in the Real Estat in the lest twelve months. Project Information for PUOs(If applicable)--Is DM developer/butider In control of Inc Harm Owners'AssodsBon(HOA)7 U YES Approximate total number of units in the subject project N A . Approximate total comber of units for safe in the subject pmleel N A Describe common elements and MCfestiOnAlR N Dimensions 0 x 1 -x 1.02 x 20 Sub ect to Survey - Irre ular• Topography Slowing sileares .24 Acres Comertat Uyes LXJNo size deal Specific zoning classification and description Residential - R40 shape Rectanitul8 Zoning compliance ❑Legal ®Legdromdoiming(trarmeredtee) uIllegal UNozordng Drainage Appears aC Highest!bestuseasim rave rc ntuse notherusaitexplaink View Good/ Wate Utilities Public Other Of it-she Improvements Type Public Priwte Landscaping Averaite Electricity 200 Am s street Macadam h Dirt orNewaySuAace Blacktop/ Gas None Curb/gutter None Apparent easements None apRel Water Well Sidewalk None FEMA special Flood Hazard area Sanitary sewer Ces$ ool street note None FEMA zone E Map Defa ro Sewer None Allow None IrEmAmspNo, 16081300 6E Comments(apparent&dame easements,encroschments,special asaessmanda,slide areas.illegal or legal nonconforming zoning,use.ale.): See Addendum GENERAL DESCRIPTION EXTEWORDESCWPTION FOUNDATION BASEMENT INSUL4 No.at Urals 1 Foundation Cncrte Blk stab No Area Sq.FL 1 1 q hoot No.of stories 2 Exterior wan$ Cedar CwwispaceNo %Finished Unfnshd. Cenini Type(Det/A1L) Detached Roof surface Asphalt Sh .Basemen Full Ceiling N A Wens Design(S") Cl Re Gutters a 0wnspts. Aluminum sump pump None Noted walls N A Floor Existing/Proposed Exist nit window Type DH/ Wood Dampness None noted Floor N A None Age(Ym.) 4 Slorm/screerm Yes/Yes settlement None noted I Outside-Erary No u .. 10 - 15 got ME No N e noted a ROOMS t Dlyd KitchenFamily Ree N s i Baths Lound other 1 1 1 1 1 Sunra Level 2 { 1 Finished area abo •grade to drop - 2 2,33ZSquare Feel c INTERIOR Materhla/Condilhn HEATING KIT _ Et]IAPTMATTic. AMENInEs CAASTr Floors C rVVn 1/Av Type H.W. Relrigsralor ® None Flreplaca(s)A None Wang Dr ll/ AV Fuel Oil fgnge/Oven rn-t SWn LJ Patio LJ Garage Tdm/Flnish .Wood/ Average catdi Avers a deposal Drop Stair Deck Allact Bath Floor Ceramic/ V COOLING olgzadfrer ®®® scuttle Porch Delacl Bath wainscot Ceramic/ Avit. Central No a Fsn/Ibod ® Floor Fence ❑ gulll- Doors Wood/ Averse other Unit Microwave Heated Pool Carport v ra riv Additional haling(spacial energy efndent items,etas Deck - Condition of Do Improvements,deprceiation(physical,t tonal,and external),repairs needed;quality of construction.remodeling/additions,etc ro art s in an avers a markeble condition reguiring no major reRgirs or modern Thee were no apRprent Rhysical. functional or external load tries exhibited on th . ins ectfon. Adverse environmental conditions(such as.but not limited to.hazardous wastes.Toxic substances,etc.)present In the Improvements,on the Immediate vicinity of the subject property-. None known Or Observed On the date of the inspection. PAGE 1 OF 2 Freddie Mac F"70 6-0 � 4 (pri.ratc good - 5 LA-N C •'a t �i A �m �,a Ld I y� :sc atop ; c 4L ib �,/ I P11a9 .. 9rCc5ad 9.4t^ec 5 ®r�. i UHAUTHORIM ALTERATION 02 AL^1.f0f TO THIS SUEYET IS A YIQL'jlON Of 3E[TTON 7207 Of IM NEW FORK STAR •, ++ i - EDUCATION LAW. - F • I COPES Of TOTS SURVMAPEY M NOT KAWN tort :'C -:-t1Y US INKED SEAL OR • O U i NA N -0 fKh'_Stt [ - �'T E�CONSLDELEt is E4IV N.SVOS'40rE. �QYi YOfC YOQd + `HF"ASS:ftiat Cd'T.:- •A.� TOT t LF,Ai ai IMSTI- TLT•Ov (:LAlkNlE:S A,, N'L I,VIWVA �` l► - •-+':-I-OhAw - `" o MAP of L/-wG N - SWMVEYED F4K MAPK AT V M D y ` 1iS,etori. ��. •••-- � � ,V ,n/!'�I�Gw-'' ilk'• Y• - r .. - - L{. �Yo►! pipe r`��•"rT_r, UQrtJti '+38� fi� a'�G�C;E1"l} 7�#'t •;,,',';`+ aY(s►r'- - Y' f.- Co. nit fia sv�fk�fd � y n j3• EasaK. - LiGGI'•��5 _l..Ur'+� Syu4vC:. �� +s $�•- +�.. :'.,x t'�T•G�.`: ;_ :� � -38 - 6 - i GYCeI•+aor t, 'w �fgyr ¢ 'SEP 101996 0►:7 p20PEreTi J B1Dc.DEPT 1 f TOWN Of SOUTHOLD ! S{.? VE C FOR ca SOUTH LANE• 9d ✓1�1A . 'J =tc - C / A..T N.5q 0a 40 E., 7o"a • .ram _ FENCE II a AT. z {olz- EAST MA210N W.Y. I 1 I'03IZ•f o i-Is Q lye. M 1 LU . rr..rrwir� ' W. r O .. bwa.nrb.we47wid - aM.D.AdbMwlAtlw I 'S 12STOrl E SUFFM.TftMA.P: IiI';O-38-1:'+•-7 r'"' . ed■ny ma«ra�r' °p '.�' FR.HO. � � N _.__ - —-—— .,,mo.errwxdaaar,..a j, , 1 i _ bee■vuaeu.aeptt i t - 4 n_ rere:cr.��•rareme rottMdwebY i 3`" +�'• r�^�i I �`� SCALE:4U-I 0,:MONUME!'1T -PIPE 1' psrA1L. AREA i5,0 5.,0. Ft: ,jAl2F p - — 4t.n� ttoLUA17. 49- TiTLC t.10 F3=4_517 S '. Aai:6�' GUAfiflfdTE11V TO .. _ COMMONWFAITT� NG-T?t-E,IN5f1{2r�NCi:_C). As 5l _vEYEt' s�PT 4.199(> 2�JDF21Ci` ,J�F-ti l'" 1C.i.MID5U!r(e/EYOl25_ + arZEE►JPORTN.Y. y.1sz6"P;c� _ ---'--- ---—-'--`-- rO L4No so REScheck Software Version 4.2.2 Compliance Certificate D EC EL WE Project Title: Erey & Bengolea SEP 9 2009 Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County,New York BLDG.DEPT. Construction Type: Detached 1 or 2 Family TOWN OF SOUTHOLD Heating Type: Non-Electric Glazing Area Percentage: 23% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 680 South Lane Iskender Erey Mark K.Schwartz East Marion,NY 11939 680 South Lane P.O.Box 933 East Marion,NY 11939 Cutchogue,NY 11935 . . . Compliance:8.2%Better Than Code Maximum UA:476 Your UA:437 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1195 30.0 , 0.0 42 Wall 1:Wood Frame,16"o.c. 2824 19.0 0.0 130 Window 1:Vinyl Frame:Double Pane with Low-E 453 0.320 145 Door 1:Glass 190 0.330 63 Door 2:Solid 20 0.300 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1554 30.0 0.0 51 Boiler 1:Click here to select Assembly 80 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. a` Name-Title ,x;`> `,I'� jfii, Signature Date Project Title: Erey&Bengolea Report date: 09/08/09 Data filename:C:\Documents and Settings\User\My Documents\AUTOCAD\MKS\EREY&BENGOLEA\EREY ENERGY CALCS.rck Page 1 of 4 nnlE C E � U E REVISIONS: SEP 9 2009 BLDG.DEPT. � TOWN OF SOUTHOLD \�' N V/4 " VENT 3"0 ROOF VENT NEW MASTER BATH NEW BATH 3 a r� 1 112 1114 1 1/4 1 1/4 LAV. 13" W.C. SHO ER �TNERSHO ER F.A.I. OR ATH ATH z C.O. 2 3 1 1/4 2 2 1114 A C.O.I 1 1l4 3 3 O 6 W 4 — � O 4"C.I.HOUS x SLOPE" 1/4" PER FOOT PITCH TO DRAIN TRAP TO SEPTICAPROVE d TRAP SEPTLC SYSTEM �2 r rC) a a y- �."_.. z N F" ., SCHEMATIC �� . � t_- � 4v+l: PLUMBING �� m yyyiJ�:'S! DRAWN:MH/MS F-.S r:S+• rGi�Pt6' SCALE: NTS tE 7 JOB M: y t { S ba 0e.20D9 SHEET NUMBER: ;4.. : _ A-1 " I I SURVEY OF PROPERTY SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK OG O S.C. TAX No. 1000-38-06-07 SCALE 1 "=20' F SEPTEMBER 18, 2008 OSpPp@1Pyn AJ J�o �p� •oa DECEMBER 2, 2008 ADDED COASTAL EROSION HAZARD LINE 00 C 4d A �� 198 ,, • AREA = 13,483 sq. ft. �` ��`� a o a� °• �o (TO TIE LINE) 0.310 C1C. 19 p• A O A J P� �o 11 14 4. CERTIFIED TO: 'O \ ep�p �c� / A e ANGELICA BENGOLEA A �c \ 18.7�Q -7 st NOTES: x i6.6 sA G 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: 5— — — — j�a A �yo F.FL. - FIRST FLOOR G.FL. - GARAGE FLOOR TB - TOP OF BULKHEAD 9 BB - BOTTOM OF BULKHEAD m / CPS Tw _ TOP OF WALL f Bw BOTTOM OF WALL x i8.1 % ~' 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO177 G ZONE AE:__R'.'Z' FLOOD ELEVATIONS DETERMINED 177 ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. " A 9� 17.9 d 16.9 \ \ 17.6 1 A° A Jr. O fEpE E c^\ \ x17.5 \ 6�3,n o SI_ , 1 ,. F 6.8 r" O .0. P41- 0� boy° �6 R , c l� G�C�il� O� x 16.9 �OJS�' p p °F�// ��,Cn oG Y `y ti �05� �o °� ,5 \ ems_ZONE X v 3 1 m° Zo ado x�7 0. A E L. g 0.6 BULKEHEAD 7 Q 6\ -x 16.0 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS TRDSFOS. ED AND APPROVED AND AADOPCISTFHQ BY THE A 15.3 15.4 FOR SUCH USE BY THE NEW Y RR TPl�,LaNd� TITLE ASSOCIATION. , c`=f F"r it p ` }' Pao oy o�,o ��i / /,�Q•�, y� YY ��, ram, ._ j` G P F i e'oa o�F,c�g / //4 00� ANDS3�_� N.Y.S. Lic. No. 50467 Go '6 p ai UNAUTHORIZED ALTERATION OR ADDITION SECTION tk TO THIS SURVEY IS A VIOLATION OF 7209 OF THE NEW YORK STATE Nathan `han Taft Corwin III EDUCAT10NLAW COPES OQUO THEILANDFSURIVEYORTHS 'S INKED SEAL OR MAP NOT BEA RING Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Ti Surveys S s - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1 727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 Roanoke Avenue P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF Riverhead, New York 11901 Riverhead, New York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. II I t kOOF WAINA6� 0 30& REVISIONS k00F 5Q,FT6, x211 RAIN M HCLR C,167) s CU,FT6. # &51ZF P M LI (5) 1423 5Q,Ff, x211 PAIN f5�HOUR C J67) 237,E (1) 6'-0110-011 t7MLL 7 '•" r x - I ea ».,......�........_�__..............W.,.._,...•.�...�...-.....-..,.._.., - .,»,...,.,._.,....,..,......._.,........,.,,...,._,.»....�....._. I r,._.u».........._...._.„..,...�...-.,......,....�._............,.._._»..»...,.�..__...�_......,._...,......,,...,._.�......._.,..,.,.,,.,.,,..,._,........ NOS:V,Lr, OCA10N 0r 5 '11C, 7N L5 TO 36 , xy ``6 _ � -011 MOM 56p1G SY515Mgym LOCATIP MIN,OF 20' t e _ ''a n ° • of r�4 'w d f -F,s. SITE LOC. i \ �4 44, �10a�.. A +7a ,7 ero` '4 t a ash u yB �. Yps {J �r '.� -'�" ,,;��,� �k' ; �+ �`."fir %as- ..�s.. „� � '�` -•'�' ac+" v' MAP LEGEND a PHOTO " \\•\ \ \ MIN, wkT m x .01 .,.,,,.�......�»,...r.........,.»...-.�..._,_„-_...............�.».......,......�...._.,_,..,...�,� .-..-,_..�,.,...��,.....».,. �....,.r....,...�. _.....,_..»�..,._....._....._...,..,».,..»,,....,.-w-,.......K,.._.»..,.....,.-.,_...•..,..w_.._...»--,,..,..�......._.,...,,......._-.,.�.A.....�.,,_, ..�.....__.......... .._-_.....,...-,.�....._.»_�.-.�..._._,,.w.,».,.._�...»...,....,..._w__»_..�...._..,.-.»_-...�.,�.._...,_..�..-. ., \/ \\ \per, \\• �•,.. ±- l`.-.�1 U uu v aa° a� � �o\ I I \ I \ l0. r. OPRO 00 NEW STRY �- �h I� U Cl) \ � A (C3 � l \ \ _ s EXISTING 2 STORY -`'' A PROPOSED 2ND '`' o'o-FRAME HOUSE W/ FLOOR DECK OVER AREA CALCULATIONS \ �=PROPOSED 2ND STORY EXISTING 1 STORY ^EXPANSION \2 SUN ROOM l (FXCWPt 5 AMA FPOM HIGH W/AT F MAITfO DUI,Kf tAP) �a >*r 110T et )t mT IrsJ \ EXISTIN CKI �XI51 ING b�Cw 241,5 5Q �r � `� \� NO STORMWATER MANAGEMENT REQUIREMENTS ,�y �� Q 2,077. � WHERE APPLICABLE Pp0f''OSEf7 �N1�Y: 62,15 50, �T, � �"S*L� STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE Y IN THE GROUND WIRE TIE DEFINITION: DEFINITION: �}y/ /��/� (p O� �ti H BALES BUTTED I TEMPORARY BARRIER OF NSTRAWRUN OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER SEDIMENT GE01IDMLE RUNO FABRIC(FILTER CLOTH)USED 'rV I!"V� �I,��G Af\I.�A 1820,4% mil,! %f, ,SST U" O00 ' TIGHTLY TOGE�R INTERCEPT SEDIMENT LADEN RUNOFF FROM$MALL DRAINAGE AREAS TO EM ORAR i UMO LADEN RUNOFF FROM(MALL CLOTH)USEDAREAS OF DISTURBED SOILS. OF DISTURBED SOIL. SILT�F"ENCE IS PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRAW BRALES MAY BE PURPOSE: PURPOSE: '`�4. .�`� REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT(FENCE THE PURPOSE OF A BALE QIFE IS TO RETAKE RUNOFF VELIXTtt AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN -t'/}{t�11'/' l/G�J /'G \.� '�� ++''^ EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD.STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED o I& L 01 CO V I f\Aa i 1� 26 7 BALE DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM PERIOD THE SILT FENCE MAY BE USED, WATER �! CONDITIONS WHERE PRACTICE APPLIES: THE STRAW SALE DIKE Is USED WHERE: CONDITIONS WHERE PRACTICE APPLIES: �� 1)•NO OTHER PRACTICE IS FEASIBLE A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING RUNOFF DNS: OS GOP QE pJ� 1).MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO SCTM# 1000-38-06-07 �� •�� C0 2).THERE IS NO CONCENTRATION OF WATER 2N A CHANNEL OR A SILT FENCE ARE: O O v OTHER DRAINAGE WAY ABOVE THE BARRIER. STESLOPE MAXIMUM EPNESS: LENGTH(FT.) E: ,(\�]Y�\/�. ~� 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. 2:1 5o SGP�F,P,56�4' o � 4).LENGTH M SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 3:1 125 w 0� '� OCCUPANCY ®� W THESE LIMITS: P o �i CONSTRUCTION PERCENT SLOPE LENGTH O O ��S E6,J UNLAWFUL'{��E O SLOPE SLOPE (It) 5:1 175 �P j•-N PRE-ASSEMBLED 2:1 so is FLARAIN DRAINAGE L200 AN Q �O SITE PLAN M� SILT FENCE STRAW BALE AND SILT FENCE 2- :1 2'SHALLMUM NOTIXCEEDGI/�2AACREPER FOR°iOOFE"E°ToOW TO"AL�ffN� 1p[)� ! 1 �"+ �� -i�� /� O �1IT►MJOL) 1, 4 ER I (F!CA71 1� - � }I fl:l 30 100 S).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND � = ,! 4:1 25 125 4).THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. OCCUPANCY 4{ (� pI P, i ` ' ADJACENT ADJACENT WHERE SLOE GRADIENT T CHANGES THROUGH THESECTION DRAINAGE AREA CRITERIA FOR SILT FENCE MATERIALS L\A U /L�]I\Vf I,! STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FOLLOWING C Q , TYPICAL RESIDENTIAL FLOW 70 THE STRAW HALE DIKE. SPECIFICATIONS UNLESS OTHERWISE APPROVED BY THE "{{ PROPERTY PROPERTY r� THE PRACTICE MAY ALSO BE USED FOR A SINGLE FAMILY LOT IF THE AUTHORITY.PPRHATE EROSION SUCH APPROVAL SHALL NOT CONTROL CONSTITUTE STATEWIDE HOUSE FOOTPRINT SILT STOP '�/� � `„Ov APPROPUTE EROSION AND SEDIMENT CaITROL PLAN APPROVAL •" SLOPE IS HISS THAN C PERCENT.THE THAN ONE AC DRAINAGE ACCEPTANCE.STATEWIDE ACCEPTABILITY SHALL DEPEND ON IN LENG TH THIS INSTANCE SHALL BE LESS THAN ONE ACRE AND THE LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET, FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. MINIMUM �" AP �QVED �S MOTET BAacFn1 �� U`� FABRIC PROPERTIES ACCEPTABLE TFSTMETHDD NONTURF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: F�L�I1VL3iJ"f CERTIFICATION / �J GRABTENSIIF VALUE sD ANY AsrM D16B2 MTO THEYIOUS SOIL.MATERIAL AEXAMPLESL INCLING UDE F NATURAL VEGOR ION OF ETATION SURFACE WOODCH PNOFF Cl/l LEAD CONTENT BEFORE DATE_ B.P.# �� 7 �� SIRENGrHPbs) MULCH, GRAVEL, AND SAND. FERTILIZERS MAY NOT BE USED WITHIN THE �. l�l!f�ICATE OF OCCUPAN NATIVE `� `� `� ELONGATION AT 5o ASTMD1682 NONTURF BUFFER AREA. CY �,, .�L BY: �J SOIL Y rY FAILURE FEE: MULLS BURST 190 ASTMD3786 PERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: �'CLDER USED IN WATER NOTIFY BUILDINa D�PAR T PrIENT AT PROPERTY LINE RECOMMENDED STRENGTH(PSn SUPPLY �� '7 - EVENLY SPREAD STRAW TOE-IN PUNCTURE STRENGTH Ms.) 40 ASTMD751 PERENNIALS: SHRUBS: 1,.7U!`PLYSYSTEMCANNOT PLUMBING 765-1802 8AM TO 4PM FOR THE • BLACK GRASS(JUNCUS GERARDI) • GROUNDSEL BUSH (BACCHARIS HALMIFOLIA) FROM APPROXIMATELY SLURRY FLOW RATE SPIKEGRASS(DISTICHLIS SPICATA) MARSH ELDER(NA FRUTENSCENS) EXCEED 2/1O OF 1%LEAD: FOLLOWING INSPECTIONS: h� FULL WIDTH OFRnv D.3 ALL PLUMBING WASTE 1--�-i (gal/Inin/st) • SALT MARSH ASTER (ASTER TENUIFODU3 • BEACH ROSE (ROBA(PRUNUSH PLUM MARITIME) 1. FOUNDATION - TWO REQUIRED (USUALLY]s� PRE-ASSEMBLED SILT FENCE EQUIVALENT OPENING SIZE 4o-so LIS ST SIEVE ; SERA LAVENEASIDE DER IILIMONUM CAROLN (PLANTAGO INIANUM) • LOW C BUSH BLUEBERRY NACCINUM AUGHMFOLIUM &WATER LINES NEED CW-00215 PURPLE OR PINK(GERARDIA MARITIME) HIGH BUSH SLDESERRRY(VACCINUM CORYMBOSUM) TESTING BEFORE COVERING ' FOR POURED CONCRETE U LTRAVIOLETRADIATION • ARROW GRASS (TRIGLOCHIN MARITIME) • STAGHORN OR SMOOTH SUMAC(RHUS SP) STABILITY I%) 9D ASTM G•26 • JOINTED GLASSWORT (SALICORNIA EUROPAFA) • NORTHERN BAYBERRY(MYRICA PENNSYLVANICA) I , • SALT MARSH FLEABANE (MUCHEA PURPURASCENTS) • 3HADBUSH (AMELANCHIER CANADE31S) 2. ROUGH - FRAMING & PLUMBING 2).FENCE POSTS(FOR FABRICATED UNITS):THE UFNG IH SHALL BE A • SWITCHGRASS (PANICUM VIRGATUM) ARROWOOD (VIBURNUM DENTATUM) O CURB g GUTTER MINIMUM OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND VIRGINIA CREEPER (PARTHENOCISSUS QUINQUEFOLIA) SWEET PEPPERBUSH (CLETHRA ALNIFOLIA) 3. INSULATION QUALITY HARDWOOD WITH A MINIMUM CROSS SECTIONAL AREA • SENSITIVE FERN (ONOCLEA SENSIBILIS) BUTTONBUSH (CEPHALANTHUS OCCIDENTALIS) CITY STREET OF3.0 RPM INCHES.STEEL POSTS WILL BE STANDARD TAND LADY FERN (ATHYRIUM FILIX-FEMINA) INKBERRY(ILEX GLABRA) 4. FINAL - CONSTRUCTION MUST U SECTION WEIGHING NOT LESS THAN 1.00 PUNT PER LINEAL FOOT, • CINNAMON FERN (UNDA RA CINNAMOMEA) • WINTERBFRRY (ILEX VERTCILLATA) CO%4PLY V'A ITH ALL CODES OF BE COMPLETE FOR C.O. I-TI • ROYAL FERN (OSMUNDA REGALIS) �t / P w.� 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHAD_BE A • WPINE (LUPNUS PERENNIS) MINIMUM 141/ZGWGE WITH MAXIMUM 6IN.MESH OPENING, • BEEBAIA9(ONARDA DIDYMA) NEW Yr�nL� -I--_ ALL CONSTRUCTION SHALL MEET THE OR AS APPROVED. JOE PYr WEED (EUPATORIUM PUPUREUM) � ,.� ST!1 1 E & TOWN CODES REQUIREMENTS OF THE CODES OF NEW • CARDINAL FLOWER (LOBELIA CARDINALIB) STRAW BALE DIKE DETAILS ILT FENCE DETAILS 4).PREFABRICATED UNITS;ENVIROFENCEOR APPROVED EQUAL MAY SWAMP ROSE(HIBISCUS PALUSTRIS) AS REQUIRED ANI CONDITIONS OF YORK STATE. NOT RESPONSIBLE FOR BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS H-FILTER X INSTALLED PER DETAILS SHOWN. BOIINDflALESPLACED 2RE&1RS.srEELP'ICKETSOR TOPEbpOFPO FEET pRT FILTER �TMIRAFIIIX)X - �„o,�� $;;;ji''-?'�I•�Tr�4)��ly-ct, DESIGN OR CONSTRUCTION ERRORS. W IN CONTOUR 2")Q"STAKE 1-1/2-Y IN GROUND. STABI INKA T14DN DRIVE STAKES FLU55H WITH BALES. OR APPROVED EQUAL SITE PREPARATION: .- C'1*7 "' (a T III Y I I I �I( 1.SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE -'j ' `= �"L`' '�.'N PLII.iU"NG BOARD r _ 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, ✓ /� ( O DRAINAGE AREA NO MORE THAN 114 AC.PER - 6,p1szM�, ALONG THE LINE OF STAKES. CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILf1Y --- - r_,. SV..:iIlJLD Tv'1/,ILIA i RUS T ELS 100 FETT OF STRAW BALE DIKE FOR SLOPES COMPANIES THAT AREA IS CLEAR / LESS THAN 25%. 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR DOSING (v.Y,S.DEC V Z° !i� .I'� UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 INCHES OF -'-"�``�'"' � r7 ^�7 W O 4" a I;,, I. UTILITY MUST BE DONE BY HAND. D F C E I I 1111 E V__T ' �- ' t 3). CLEAR THE SITE AT LEAST WITH 25 FEET(IF APPLICABLE)FROM THE FOUNDATION, � U III A). CUT UP TREES(VERIFY WITH OWNER)AND HAUL THEM AWAY. PROPERLY INSTALLED STRAW BALE " B). CHIP BRUSH. C). REMOVE STUMPS AND HAUL THEM AWAY (�J!/�� ( ) r MINI FOR ADDITIONAL STRENGTH FILTER FABRIC 4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIRONMENTAL S E P 9 L��J9 W14 L 3, CAN BE ATTACHED TO A 61N(EH(MAX)E MESH WIRE SCREEN WHICH HAS BEEN FASTENED TO f� 4 � QUALITY OF THE PROJECT SITE �1j' THE POSTS.(141/2 GA.6"MAX.MESH OPENING) FLOOD ®®�ZONE 1.Excavate the Trench 2.PLACE AND STRIKE STRAW BALES. �. WHEN THE TOP SOIL Is PRESERVED,TILL THE 801E FIRST,AND THEN REMOVE TO [ i l G )�{/'M x BACKFILLEDTRENCH A SAFE LOCATION WITH A FRONT END LOADER. j,L 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT p A" Y WITH�i B). FOUNDATION EXCAVATIONS sH0UH0 BE AS LEVEL As POSSIBLE. SET BENCH COI,{, (_ BLDG.DEPT. AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. MARK PRIOR TO EXCAVATION. FLOOD D H CHAPTER I,46„ TOWN OF SOUTHOLD ANGLE FIRST STAKE TOWARD 7). OVER DIG FOUNDATION HOLES TO ONE PLENTY OF ROOM FOR A WELL43RAINING H.� ,, t AI IAGE PREVENTION i / J PREVIOUSLY LAID BALE BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. 4 " UTHOLD TOWN COD A). IF THE DEPTH OF EXCAVATION 18 S FEET OR LESS,OVER DIG BY 3-4 FEET. B). IF THE EXCAVATION IS DEEPER THAN 7 FEET, THE SIDES MUST BE SLOPED E. OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING. 8). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE WEDGE LOOSE STRAW FILTER FABRIC MATERIAL SECURELY ATTACHING TWO SILT FENCES ANGLE AT WHICH THE SLOPE IS STABLE, USUALLY BACK TO A SLOPE OF 2s CERTIFICATION OF A° BETWEEN BALES. FASTENED TO THE POSTS OR 7 USED , (VERIFY 801E CONDITIONS) THE WIRE MESH -"IT�T'I �� LL��TI� B). PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. U>�'DERWRITERS CERTIFICA�' lJ U NAILING & CONNECTION 10).DO NOT CLEAR CO EXCAVATE LARGE AREAS TOO FAR IN ADVANCE OF REQUIRED. (PERSPECTIVE VIEW) CONSTRUCTION: DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR REQUIRED E PLACE THE END REPLANT AS SOON AS PRACTICAL APPROXIMATELY 6 INCHES POST OF THE OF FILTER FABRIC MATERIAL SECOND FENCE 11).LIMIT EQUIPMENT TRAFFIC N AND OUT OF THE JOB SITE-DO NOT DRIVE OVER A�'(T]j�7 BALES MUST BE TIGHTLY CONSTRUCTION SPECIFICATIONS: MUST EXTEND INf(J A CIE] INSIDE THE END UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER %,:" -`;r,tb... DRAWN:1V• G ABl1iTINGWITHOGADS TRENCH AND BE ANCHORED POST OF THE BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT " ,,-,y4'yk �.',,£c„;r*.,y'�x, ' 1).BALES SHALL BE PLACED AT THE TIDE OF A SLOPE OR ON THE WITH COMPACTED BAO�ILL FIRST FENCE INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CANNOT BE INSTALLED [ )"'¢?• •-^ `�+ (�(+ 7' LL- f iL \ CONTOUR AND IN A ROW W17H ENDSTIGHTLY ABUTTING MATERIAL BEFORE CONSTRUCTION BEGINS,A TEMPORARY GRAVEL DRIVEWAY SHOULD BE O�` d '4s. •Q y"� •' IJVl-11.rE; 1/4 -1-0 THE ADJACENT BALES. ®\ ROTATE BOTH POSTS CONSTRUCTION SPECDTCATICNS: INSTALLED WHERE VEHICLES ENTER TH JOB SITE. RT[ F ,vf i , f��Sl:'S 'w �:�,t-„ ,yee. � •7 �® 2).EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF POSTS:STEEL EITHER AT LEAST 180 �'° (� _ RE1 AWN ST OR �;DER 236 7. .. .� c��- JOB#. \ (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL "UST CORD DEGREES E A Y MAX. A 1'FENCE POSTS WITH WIRE TIES OR STAPLES..WOVEN WIRE FENCE TO BE FASTENED SECURELY TO °l#..I,• i.JNi,�I!��L sl l.e})i,. yl ��'E�L L �� _ � �.�••\ DIRECTION E T� �,,, fbtM1, ,` ,y#../'"� ®\ 3).BALES SHALLBE SECURELY ANCHORED INPWCEBrEITIHERTWO RUNOFF CREATEATIGHT B �'t;;� PURSURN CODE. 1}.� ;' , k DECEMBER8 2008 STAKES OR RE-BARS DRIVEN THROUGH THE RAL F.THE FIRST SEAL WITH THE 2).WIRE IT T FASTENED SECURELY TD WOVEN C. .�t�I I' : �'I:Y(1 I !I"��(';NVf!`.`,i��`; C-TH F pF�T HE 1 UwN � `�-` f FABRIC MATERIAL WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP 5 M WDBALE FATAN�ANGLE TO FORCEDETTHESALESTJGETHER.STAKES r`;, `_ AND MID SECTION. t't Ti, l I SHALL BE DRIVER RUSH WITH THE R4LE. I s... ;'..�i L i,i E, ';.3 ' �� ,-r, � �� SHEET NUMBER DIRECTION OF RUNOFF WATERS � '�y';.�r•� I !1.'�� '� 3).WHEN TWO SECTIONS OF FILTER(LOTH ADJOIN EACH 4).INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES BE MADE PROMPTLY AS NEEDED. (MIlN.) ( I I DRIVE BOTH POSTS .. .:'. H Y FL AND FOLDED. APPROXIMATE ABOIlf 10INCHFS ��'-3 � S).BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4"TRENCH INTO THE GROUND 4).MAINTENANCE SHALL BE PREFORMED AS NEEDED AND •� ' 3.BACKFILL AND COMPACT THE USEFULNESS 50 AS NOT TO BLOCK OR IMPEDE STORM FLOW OR AND BURY FLAP POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE EXCAVATED SOIL. DRAINAGE INSTALLATION SILT FENCE, A- 1 (FRONT ELEVATION) CADocuments and Settings\User\My Documents\AUTOCAD\MKS\EREY&BENGOLEA\FRAY&BENGOLEA-NEW.dwg,PLOT,9/9/2009 10:35:34 AM, 1:1 p00r WAINACZ g ,g n REVISIONS sort I;OOI'5Q.F%. x211 PAIN Prk HOUR',C J67) -CU.Ff i. It &51Z�f7f?1M L1 (5) H23 �'SQ,FT', x211 PAIN IV HOUR).C,167) - 237,8 (1) 6'-0"0-0" 12 LT. e'pro tw x Z' P�p Nru m m k ro " !ro p 'q ,MM �ajr w i R C LOPE " 1 NIr NM:Vlf,WCAI1GN 0�5�p11C, 17t?t'V�11510 f3� I,OCA1�t7 MIN,0�20-0 FPOM S�p11 5Y51CM H sTart, 1 1 " 'Hi' SITE LOG. -a Ay IJ 1, M w ER N a c ° 4w hS� i 2 r H a(• �O� F P "fi'4 "i1Y'�y.e s lif ', 7 gas�f �i�3 � n� �k.� ��t,'I.P`e �l ',� kut Fw�� • � f tz�,I.4n k w�f r iur rl ''� t '1•a• 5' -, "� ) ^]\�C\y V TIP %r'": 4HH�� .�Aw i 1 Y p T A �1 - q �0 MAP LEGEND ti >w (u'' .y i ,. ,?JLr'4 r,4 x d ., xs». ,� j �,a r. ... _-.,_. w «•,.. _ v _ __ r.w.,,...... a ,..,... ...., w» .. ,,._, r -.w. v _... , 1 \ \ \ -0f ,o,, \�� Ing it I'i , I" '` "c" \'`, p, \ MIIN 0, N, - _ ..__.._._.,.__.._._... -.»z. \ / '�� N 1-0 m ON 00 1f1 I 1 PRO SED 1 1 NEW TRY /-'o.= .\ �('you, � V \ ,=EXISTING 2 STORY =`'- �; PROPOSED 2ND G i \ ` O-FRAME HOUSE W/ FLOOR DECK OVER I --_ EXISTING 1 STORY AREA CALCULATIONS ` --PROPOSED 2ND STORY •� � ! � \ 1�,;�� _�' EXPANSION ==. \mil SUN R_--M--_-- • -��,. �, c�XCLUP �'AIT-A rroM Hick wAsp wrr.ro 3UTAHEAn) (o � � �III � +IIa1a I� I � c /F 6 ( � USS .._.._.... .W_W:_- r'. v: < �X15TIN6 NC�I5� 510,i3� .�(�, �1 0 1 . _ _.___ _. EXISTIN 12 66% O �X15TIN6 bC=CK; 24 7,� 5Q, FT, o p9 01jol .,� / a 2,0,'r 61 W� 01 c. STORMUWATER MANAGEMENT RE_E UIR TS // �o��,�, / a � WHERE APPLICABLE F'WPOS'U E=N1W: 6Z,I5 50 �T .0. 52% 2'XQ's,'MFs STANDFLRD AND �PE�IFI�AT��N FOR�1'RAW BALE DIKE STANDARD AND PECIFICA�TIQ F R�SILT FENCE_ X IN THE GROUND WIRE17E DEFINITION: DEFINITION: �/ �� L� �L G� CAr � 0. BALES BUTTED A TEMPORARY BPRRJER OF STRAW OR SIMILAR MATERIAL USED TO A TEMPORARY BARRIER OF GEOTEXTIIE FABRIC(FILTER CLOTH)USED T01'AL G�V G l"U�I�!"\; CJ L�O`"I i� iL(� T TG SALHTLYES INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO INTERCEPT SEDIMENT LADEN RUNOFF FROM SKULL DRAINAGE AREAS NOTE: OF DISTURBED SOILS. OF DISTURBED SOIL. - Q✓�4 ( y u SILT FENCE IS PREFERRED,IF SIGNIFICANT GRADE EXISTS,STRAW BALEES MAY BE PURPOSE: PURPOSE: !��' REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCCE \ _ `.`y'� THE PURPOSE OF A BILE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE',PURPOSE OF A SILT FENCE 15 TO REDUCE RUNOFF VELOCITY AN �}{/�I I r' '. i � �' e++' I • EFFECC DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD,STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD,LI MIT'S IMPOSED T( I!"TL L 01 l.O V�f�/"VJII� 15 26/ QO j gXX \ Nt `P BALE DYKES HAVE AN ESTTIUTED DESIGN LIFE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM W (( WATER --�� i , �G CONDITIONS WHERE PRACTICE APPLIES: PERIOD THE SILT FENCE MAY BEUSED. �P �� 9 THE s1wlw RULE DIKE s use0 WHERE: CONDITIONS WHERE PRACTICE APPLIES: A SILT FENCE MAY BE USED SUBJECT TO THE FOLLOWING CONDITIONS: 1).NO OTHER PRACTICE IS FEASIBLE. 1 MAXIMUM ALLOWABLE SLOPE LENGTH$CONTRIBUTING RUNOFF'TO KO Y{. Cf' )A SILT FENCE ARE: SCTM#k 1000-38 C16-07 ��o�o �'�C ��' H � 2).THERE]S NO CONCENTRATION OF WATER IN A CHANNEL OR ,P (C@' 3 OTHER DRAINAGE WAY ABOVE THE BARRIER. SLOPE MAXIMUM SLOPE J 3).EROSION WOULD OCCUR 119 THE FORM OF SHEET EROSION. STEEPNESS: LENGTH(FT,) yG�P 4j LEND LIMITS:SLOPE ABOVE THE STRAW BALE DOES NOT EXCEED 4:1 75 �p p�O �,rb THECONSTRUCTION PERCENT SLOPE LENGTH SLOPE SLOPE (ft.) 5:1 175 PRE:-ASSEMBUED 2:1 so 25 FLATTER THAN 5:1 200 r r (. 2-1/2:1 40 5o 2)•MAXIMUM SHALL NOT DRAINAGE AREA F R OVE�g APED W TO A SILT FENCE Q'rO�a 1 S I:TIE PLAN SILT FENCE STRAW BALE AND SILT FENCE 3:1 33 ,� n 3-1/2:1 30 100 3).EROSION V/DJLD OC()JR IN THE FORM OF SHIFT EROSION;AND 1�_1 � 4:1 25 125 4).THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER, Il WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS O ADJACENT ADJACENT STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING 1).SILT FENCE FABRIC: FABRIC SHALL MELT THE FOLLOWING PROPERTY TYPICAL RESIDENTIAL PROPERTY FLOW i OTHERWISE TO THE STRAW BALE DIKE. �; A r APPPPROPIA ECNS EROSION AN SD SEDIMENT CONTROL PLA14 APPROVAL APPROVED BY THE HOUSE FOOTPRINT �� -�� THE PRACTICE WHY ALSO BE USED FOR A SIDLE FAMILY LOT ff THE SILT STOP r SLOPE IS LESS THAN 15 PEF.CE NT.THE:CONTIUBJTTNG DRAINAGE AUTHORITY,SUCH APPROVAL SHALL NOT CONSTITUTE STATEWIDE PD ON IN OST ` T i ,i" AREA IN'IHIS INYI NCE SHALL BE LESS THAN ONE ACRE MID THE FIELD ANDACCEPTANfOR LABORATORYE STATEWIDE COBSERVAT[IXWILITY A D EVALL ALUATIONS. LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET. MINIMUM FABRIC PROPERTIES ACCEPTABLE rtSTMETHoO NONTURF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: VALUE ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF -- '� GRAD TENSILE 9D ASTM INTO THE SOIL. EXAMPLES INCLUDE: NATURAL VEGETATION, WOOD CHIPS, EVA- '/ STRENGTH(f) MULCH, GRAVEL, AND SAND. FERTILIZERS MAY NOT BE USED WITHIN THE NATIVE EFWARE(%)TION T so ASTMMf82 NONTURF BUFFER AREA. SOIL RECOMMENDED STRENGTH" MMULLENBURST B RSTST 190 ASTM D37S6 PERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: PROPERTY LINE PUNCTURE QbS,) 40 ASEM D751 PERENNIALS: SHRUBS: EVENLY SPREAD STRAW TOE-I14 • BLACK GRASS(JUNCUS GERARDI) • OROUNDSEL BUSH (BACCHARIS WALMIFOLIA,) FROM APPROXIMATELY SLURRY FLOW RATE 0.3 • SPIKEGRASS (DISTICHLIS SPICATA) • MARSH ELDER (IVA FRUTENSCENS) W FULL WIDTH OF R/W' (gal/mtm • SALT MARSH ASTER (ASTER TENUIFODUS . BEACH ROSE (R'OSA RUOOSA) (USUALLY 150 PRE-ASSEMBLED SILT FENCE SEASIDE PLANTAIN (PLANTAGO MARITIME) BEACH PLUM (PRUNUS MARITIME) US�'STEVE SEA LAVENDER C UNALHVT OPENED SIZE 4080 CW-00215 (LI(GE RIM CAROLINIME) LOW BUSH BLUEBERRY(VACCINUM AlCORYM ODIUM If' • PURPLE OR PINK (OERAROW MARITIME) • HIGH BUSH BLUEBERRFN(VACCINUM CORYTAI30SUM) V IRJLTRAVIOLETRADUTION ARROW GRASS nTIGLOCHIN MARITIME) • STAGHORN OR SMOOTH SUMAC(RHUS SP) aclo000�Ef ��;�,(DI 90 ASTM G-26 • JOINTED GLASSWORT (SALICORNIA EUROPAEA) • NORTHERN BAYBERRY (MYFRICA PIENNSYLVANICA) OOCI C3 D C3 -- SALT MARSH FLEABANE(PLUCHEA PURPURIOCENTS) • SHADBUSH (AME:LANCHIER CANADESIS) 2).FENCE POSTS(FOR FABRICATED UNIT$):THE LENGTH SHALL BE A SWITCHGRASS (PANICUM VIRGATUM) • ARROW'OOD (VIBURNUM DENTATUM) CXRB S GUTTER MINIMUM CF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND VIRGINIA CREEPER (PARTIENOCISSUS OUINOUEFOLIA) SWEET PEPPERBUSH (CXETHRA ALN'FOLIA) Y P QUALM HARDWOOD WITH A MINIIMUM CROSS SECTIONAL.AREA • SENSITIVE FERN (ONOCLEA SENSIBILIS) • BUTTONBUSH (CEP'HALANTHUS OCCIDENTALIS) O CITY STREET / OF 3.0 SQUARE INCHES,STEEL F S S WILL BE STANDARD T AND LADY FERN (ATHYRIUM FII_IX-FEMINA) INKSERRY(ILEX GLABRA) p .w- U DICTION WEIGHING NOT LESS THAN 1.00 POND PER LINEAL FOOT. • CINNAMON FERN (OSMUNDA CINNAMOMFA) • WINTENBEERRY (ILEX VERTICIl1ATA) . G UZ � u • ROYAL FERN (OSMI/NDA REGALIS) 3).WDIF FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A • LUPINE (LUPINUS PERENNIS) -7 MINIMUM 14-1/2 GAUGE WITH A MAXIMUM 6 IN.MESH OPENING, • BEESALM(MONARDA DIOYMA) OR AS APPROVED. • JDE PYE WEED (EL/PATORIUM PUPUPEUM) i� { JAt�'•,,� STRAW BALE DIKE DETAILS SILT' FENCE DETAILS • CARDINAL FLOWER (LOBELIA CARDINALI3) 4).PREFABRICATED UNITS:ENVIROFENCE OR APPROVED EQUAL MAZY SWAMP ROSE (HIBISCUS PALUSTRIS) -- BE USED IBA LIEU OF ABOVE METHOD PROVIDING THE UNET IS H t R INSTALLED PE:RDETAILS SHOWN, BOUND f5P1.E5 PLACED 2 RE-BARS.STEEL P%CN:ITS OR SPACING OF POSTS FILTER.PATH:FILTER X. j►'P ( W LOON IN CONTOUR 2"X2'STAKE 1-1/2•TON GROUND. TO BE 6-10 FEET APART STAMUNKN MIRAT140N SEPTIC TI N' 1 DRIVE STAKES FLUSH 1NIIH SALES. OR APPROVED EQUAL. PR�POS JEEP 1 1C _ T M D�A i s-•', ,� /I ( SITE PREPAPATION: [ a - 1 1.SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE I.T.S. 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, 7 1(� ....� ALONG THE LINE OF STAKES. CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY a�a �'�^ dA:' M fl f DRAINAGE AREA NO MORE THAN 1/4 A'PER 6'MIx• `�,�G � 100 FETT OF STRAW BALE DIKE FOR SLOPES COMPANIES THAT AREA 13 CLEAR •' a„ ,.;,��; / ,� T`-1 7 LESS THAN 25%. ,/ II .. ) <+A ( 1 f-1 2. C(XJTFE S BE RE EXCAVATION SHALL INSPECT PROPERTY FOR EXISTING 'iF j "„" rT1 UITLITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 INCHES (F 4'MIN, 117BRY MUST BE DONE BY HAND. t �7 `J S). CLEAR THE SITE AT LEAST 20 25 FEET(IF APPLICABLE) FROM THE FOUNDATION. Z -{ �� „_�.•+�'"' A). CUT UP TREES (VERIFY WITH OWNER)AND HAUL THEM AWAY. S C TANK LEACHING US SEWER LINE REQt1IREMENTS Y^•~✓ PROPERLY IV ,QED STIR BALE p�� Q B) CHIP BRUSH. NONESe NOTES: NOTES: (CM86-secuo") �%'� "�' ��- C). REMOVE STUMPS AND HAUL THEM AWAY 1).MINIMUM SEPTIC T CAPACITIES 15 1500 OALUOMIL 1).MINIMUM LEACHING SYSTEM IS 4 POO 4'OEM.F A. 4 ALL SEEDER LAN SHALL BE A MINIMUM CF FOUR INCHES M OIAM ETM � � 7' �'/ FOR ADDITIONAL STRENGTH FILTER FABRIC L f� 2 MIN. Iy i= � CAN BE ATTACFIEC)TOA6IN(N(MAX.)MESH ! 4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIRONMENTAL 2).CONCRETE 94 HAVE A 10141 M COMPRESSIVE LEAC14NC PODIA ARE TO BE CONSTRUC AST 2).THERE SMALL BE LENGTH OF CAST-"MIM LINE E XTEINORN(C L i r� WIRE SCREEN WHICH HAS BEEN FASTENED TO / �" OIJALT" OF THE PROJECT SITE STRENGTH OF I pal AT 7B DAYS NFOPCED NXH(XiEIE(OR EpIAL). THMOUTIH 1I1F FOU A1104 TO A POINT A MINIMUM OF TWO FEET THE POSTS.(14 1/2 GA 6"MAX.MESH OPENING) BEYOND THE FOUND WALL. G, -- ®.• 5). WHEN THE TOP SOIL IS PRESERVED, TILL THE SOIL FIRST, AND THEN REMOVE TO 31 WALL Till SMALL BE A MINIMUM OF 3', TOP 4 ALL COVERS SHAL BE(F PRECAST ROMFORCED 1.Excavate the Trench 2,PLACE AND STAKE STRAW BALEa. \- A SAFE LOCATION WITH A FRONT END LOADER. THICKNESS B'AND A BOTTOM THK30VMM 4. CONCRETE(OR EQUAL). 3).THE SEWER UNE:FROM BLINDING CAST-IKON PIPE To THE SEPTIC C) 1� B4OCFII.LEDTTXENCH 3.STAPLE FILTER MATERIAL TO STAKES 4.BACKFILL AND COMPACT ALL WALL BOTTOM AND T0"SHALL 004TAIN TANK AND To THE LE 1 POOL(S)SHALL MEET DIN EXIXEFD RON 0 TO REMST AN APPLIED FORCE 300 pot. W B). FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL AS POSSIBLE. SET BENCH 4).A MINIMUM DISTANCE BE7Y17J1 LEACHING IJIO OQIMF7N7AL ST,WDAMOS ASS 2400 SEYETI PIPE,OR ASiM ;Q AND EXTEND IT INTO TRENCH, THE EXCAVATED SOIL. MARK PRIOR TO EXCAVATION. WATER LINE SHALL BE MAINTAINED. STANDAFOS FOR:PLASTIC 'HER PIPE WITH A MINIMUM SOR 35 RATING. 41 AL SMALL BE 5FA1 OD S0 THAT THE ANC RI ANGLE FIRST STAKE TOWARD 7). OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING W'A T' W.I.ALL F MIN.DISTANCE BETWEEN AU. POOLS AND 4).SIP-RING 00lMIE.1 ORS OF PROPER TYPE 94A L BE USED AR THE SEPTIC TANK SHALL SE MAINTAINED. CAST-PC JOML ✓ PREVIOUSLY LAID EULE BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. 5} BE"'TA/IC SHALL BE INSTALLED A LEVEL IN /� •V� A). IF THE DEPTH OF EXCAVATION IS B FEET OR LESS, f)\/ER DIG BY 3 4 FEET. DIRECTIONS(TA1H A MAIL T'OUERANC OF i/-1/l) 5). SEWER LINE FROM THE C TO THE SEPTIC TANK SMALL. ,,n•� \ / B). IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED 1 A MNIM'JM 3'THICK BED OF COUP SAO OR N A 1MMMA1$MICH OF ONE ARTER INCH PER FOOT AND Ai \ \ OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORIMG. EA GRAVEL. T OR MANHOLE EYMY RI (50)FEET. I). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE 4 A 10'MIN.DISTANCE BETWEEN S0•TIC AWN AND HOUSE DISTRJEUTIONI BC) S 4).THE SEWER .FROM THE SP11C T TO THE LEACHING POOLS G ANGLE AT WHICH THE SLOPE IS STABLE, USUALLY BACK TO A SLOPE OF 2:1 STALL BE MAINTAINED. MOTES: SHALL WAVE A IMUM PITCH OF ONE GH7H INCH PER FOOT. WEDGE LOOS STRAW FILTER FABRIC MATERIAL SECURELY ATTACHING TWO SILT FENCES ,..----- \ ,i (WERIFY SOIL CONDITIONS) 1).THE BM AND WALLS Or THE CIS DON BOX SHALL 9E BETWEEN BALES. FASTENED TO THE POSTS OR ff USED i'- 1 � MONCUTHICALLY CONSTRUCTED OF 'PROVED REINFORCED T)•S.YIER NNE 1REN( SHALL!£FIRMLY AMPED. ALL BAdFIJI. i N). PROTECT GRASS, TREES AND OTHER PLANTS WHENEVER POSSIBLE. CONCRETE.R9•RCLASS,OR PLASR AND IISTALUED IN SMALL BE FIRMLY TAM BY WAND ABOUT 'PIPE THE PIRE((S� THE WORE MESH �7[:] �� S ACCORDANCE NYH MAHUFACN S NSTRUCTIONS M SHALL BE SECURELY lElll• AT iFE PON OF ENTRY INTO iTHAEG. - �d� 10).IX) NOT CLEAR OR EXCAVATE LARGE AREA'S T00 FAR IN ADVANCE OF FINAL.GRADING AND BA FTLL)NG ADd110V TO THESE REp1MOMEN SPIN TANK AND LEAOIIINO ). W UCLA. SHEET FLOW INSTALLATION CONSTRUCTION: DISTURB VEGETATION ONLY AS NEEDED, THEN RESEED OR NOTES; (PERSPECTIVE VIEW) 21 ALL OUTLETS FROM THE 171M TION BOX SHALL BE AT B).THERE SHALL SE 140 BEn05 IN THE LINES THE SEPTIC TAM. REPLANT AS SOON AS PRACTICAL 1).RNA-INSPECTION: F BONDS ARE UNAVOIDABLE,THEN,FOR USN THE FAST'TL74 PLACE THE END AT THE TIME OF COMPLETION, SYSTEM SNAIL BE THE SAME IEWl TO NSURE L'NDI DISTRIBUTION FLAW. FEET FROM THE HOUSE.THE SEWER LINE BE STRUCTID)OF APPROXIMATELY 61NC�HES POST OF THE 11).LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE.DO NOT DRIVE OVER LEFT M911LLC FOR NSPKYICD PRIOR TO WSPE'.TION, T OF FILTER FABRIC MATERIAL SECOND FENCE THE BOT'OAI OF T!E PIPE PICH SHALL BE JI TO YMIUZE IRC91T ACTION D REDUCE THE P05SSUTY CAST. OfN FROM 7 HOUSE MALL 13 U UP AND ICUAIICI THE DRAWN: T(� BALES f4115T BE TIGHTLY CONSTRUCTION SPIECIFICATIONS: MUST EXTEND INTO A _ INSIDE THE END UNCLEARED AREAL, PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER OF MDVEMENT ONCE INS1C DISTTIBUTIDN BOXES MUST B17O• IANC Sf1EIF ELSXIN3 SIAU.EIE USE[I AN O. SMALL I!K)T T a Y J lJ BI1L1a71J71 WTIM C MATERIAL AND STAHiEREO BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT BE 9T ON A BED OF SAM OR PEA GRAVEL AT LEAST 12 LD�EED FOURtt_FIVE(bl I.BON 1i AS MEA9.FRED C AUIS ABUTTING WITH NO GAPS. IT AND BE AN(]HORED PAST OF THE INJURY TO THE FOOT SYSTEM. IF A PERMANENT DRIVE CANNOT BE INSTALLED 1D PROV DE A FIRM THE PROFERN ONES INCHES M10L OF THE STARTING PIPE FOR KENOS FURTHER THAN T IRPOM 1)..BALES SIH/HIL BE PLACED AT THE TIDE OF A SLOPE OR ON THE WITH COl1PACED BACIOTLL FEAST FENCE SMALL S 'STATED'IN ER TO ASCERTAIN THAT THE SCALE: A T'i'j, 9/(I,NF_q F-BIN BEFORE CONSTRUCTION BCGIN3,A TEMPORMY GRAWEL DRIVIEIAIAY SHOl1LD SE SYSTEM I!IACAIQ)pl E PIlOPERtt N AOOCIEIANGE THE HOUSE FOUNDATION.AN AIMTRCAEO MANHOLE COVER JA..A .E, 1 L =1 CONTOUR AND INAROW YV111H ENDS TIGHTLY ABUTTING MlATERIAL, INSTALLED WHERE:VEHICLES ENTER YH JOB SITE. 4)IEEE C1ROP BFTVI7EN BALE AND OUTLET AVERTS SMALL BE QEAN-CIVET SNIU„L BE INSTALLED. _ '® THE ADJACENT BALES WITH THESE STAND A711A!iT 1W0 INCHES. BAFFLE:NF REQUIRED AT THE ROTATE BOTH POSTS MWMLX71ON SPECIFICATIONS: INLET S'DE OF THE SOX THE:FITCH OF THE PIPE 9).ALL SEWER LIVES SMALL BE STRAIGHT. THEM:JECR01.13 OF PEEPED ARE TOiZ •{}. 2)..EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF POSTS:STEEL EITHER AT LEAST ISO 2);BACKFXL AND QIA FROM THE SEPTIC T TO TI1E SOX EXCEEDS ONE-HALF USED.THEY SURLL.BE OF THE SAME MATERIAL AND CONNECTED TNTH JOB TT'. THE OOMI'LE:TW S1SI SMALL BE BACNFlLLED IRO .\ (4)INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. -T'OR"U'TYPE OR DEGREES IN Y).WOVEN WIRE FENCE T0�S FASTENED SECURELY TO COVERED WIN SUIT $01.FOLLOW:NO APPROVAL TO INCH PET!FOOT. SECURELY S THE SAME MATERIAL. THE CCAJPUNOS SHALL BE S 2"X2"WVRDWOOD A CIACKWDSE A 3'MAk. A PENCE POSTS WITH WIRE TIES OR STAPLES, SECURELY INSTILLED AND WAIERTINo1MT. OR;CTIONAL CHANGES 3).,BALF<,SHAH BE SfCURELY AIHCIIIXRED IN PLACE BY EITHHER rwo RUNOFF I� CREATE A TIGHT Otl SO TY THE DER' CRADE a-HEALTH. THE THROUGH THE USE'.OF APPURTENAICEs MAY Llr:PERMITTED F DECEMBER 8 2008 STAKES L BEURS DRIVEN THROUGH THE ACES.THE FIRST CREATE A TGHi B PROPERTY SMALL E GRADED)£0 AS TO MINIMIZE 5}THE DISIFSBUiUO11 BO SHALL HAVE A MMMl1M INSIDE: 2).FILTER CLOUT TO BE FASTENED SECURELY TO WOVEN SLRJF'ACE OlAIN INTO THE:SYSTEM. A MAXIMUM DIAMETER OF FOUR ABSOLUTELY NOXISSARY. ) SEAL WITH THE WIRE FENCE WITH TIES SPACED EVERY 24'AT TOP FIVE PERCENT E SHALL BE MAINTMIEO FORA S),DISTRIBUTION BOXES WITH BOTTOM'S MORE THAN FOUR 10).WHEN USING MORE 1NA1 ONE TYPICAL LEACFIING POOL.All SERER (' .r"' �AY \•,,, STAKE IN EACH BAIJ:SHALL BE DRIVEN TOWARD THE PREVIOUSLY FABRIC MATERIAL AND MID SECTION. MINIMUM'IF Y(20)FEET HORIDCNTA LY FITDIM UNEE FROM THE:RE THAN ON BOP T)THE Paris POOL BE SETS N SHEET NUMBER.. LAID BALE AT MI ANGLE TO FORCE TIE BALES TOGETHER STAKES I FEET IN OeYW FROM FINISHED GRADE ARE NOT PERMITTED. THE NEMI SS F OF THE LEACHING IKIT" BOTONE THE EXSIRWTION BOX AT THE SANE ELEVATION. SHALL S DRIVEN FWSH WITH THE BALE TAPERING OFF 1MI-VENT SEEPAGE GF 1H LEACMATE DIRECTION OF RUNOFF WATERS 3).WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH THROUGH THE OR EDGE O"THE SLOPE STEEP T}THE DISTRIBUTION BOX SMALL BE PROMOfA Mill 4)..INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 16 INCHES \ OTTER THEY SHALL FIE OVERLAPPED BY SIX INCHES CilIADES FUN! THAT TWENTY(20)FEET FROM 11ff TWENTY-FOUR(24 INCH DIAMETER.LOOaNf:.WATERiICFIT � \ (MIN.) I I I DRIVE BOTH PO7Sf5 W AND FOLDED. AND INSECT CAST-RON COVER TO GRADE. BE MADE PROMF'TLYASNEEDED. zi- LEADIINO P S)SEAL BE STABILIZED PURSUANT TO D E[ APPROXIIMATE ABOUT 10 IN(}1�i y S).,HALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR I 4"X 4"TRENCH - '*� INR)THE GROUND 4).MAINTENANCE SHALL BE PREFORMED AS NEEDED AND «fig 3.B,ACKFILI_AND COMPACT THE USFFIILNIE55 50 AS NOT TO BL(X2C OR IMPEDE STORM ROW OR 1 L1;IL_i� AND BURY FLAP POINTS A SHOULD BE HIGHER THAN POINT B MATERIAL REMOVED WHEN'BULGIES"DEVELOP IN THE 3) RET WAILk SILT FENCE, CANNOT WHERE A MAXIMUM RIVE PERCENT RETA EXCAVATED SOUL. DRAINAGE. DRAINAGE ELEVATION) ONOTH 11E MEMAINTAINED,. Y THE VRJZATIOM ff RETAINING. (FRONT ELEVATION) CR OTHER MEANS.MAY BE 3. RO OTHER IN AIMSA- 1 } CASES,714E RETA ACH wAJ.'4,OR OIFEPI MEAN:i STALL EP 2 1 BE REWEIMEO SY N�TECT. C:\Documents and Settings\User\My D(Dcuments\AUTOCAI)\MIiS\EREY&BENGOLEA\ERAY&BENGOLEA-NEN}U.dwg,PLOT,9/1/2009 1:35:46 PM, 1A BLDG DEPi -_ �- TOWN Or �---- REVISIONS 0 H CA F--i � V V X 00 cr3 � G BE] I ' l l 11�` ice/ ice/ I I I ' \�� ' I �'�/ I I i I I � II 1 ---------- ----- --- --------------------.------.-._-_E- -� I I I e I I I — Iil I I I I � I I I I I I I I I I I I I 1 0 000 000I I I R I I O I I I � I I i I I I I I I 1 H El I I ��z_� L==_-esm- --- c��—�ssasl I--__—__---- — ------------- -- ----------- z II II II II II II II II �r 11 r II II II 3 G O L 1 'EXISTING NORTH ELEVATION 2 EXISTING WEST ELEVATION EXISTING SOUTH ELEVATION K4 EXISTING EAST ELEVATION a '1/8"=1'-0 1/8"=1'-0" A_2 1/8"=1'-0" A-2 A-2 �A-2 � z H ry - - - - - - - - -- - -� ----------------------1 W � I r— _J --------------------, ------------------- L _J I r------------ - I r r JI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I rn -------------------------___-----_ __ I I I I I I I I I r---------------------------------------� I I 1 I I I I II Inl I I O I I 1 I EXISTING II I I SUNROOM ap l i � II YY I 1 I I I I 1 I I II dll _J I 1 -- -- --- -- ----------- — ------ --1 I---------------- i ------------------------------ --------�L— ====_ ====�1--- �I 1 LII1IIIIIIIII —lIIIIII1III1III rl -----_--_——----•—_—_—-------_—�—1II— 1 — ----------_ — IIIIj III IIj— ti- - IN EXISTNG EXI • EXISTING EXISTING 5Aff OFFICE BATH KITCHEN SITTING RM. EXISTING BASEMENT EXISTING _ • EXISTING BEDROOM MASTER j l JIIIIII IIIIIIII ae� , =Oza 1D BEDROOM EXISTING EXISTING EXISTING BEDROOM LIVING ROOM DINING ROOM I EXISTING STORAGE ROOM ---------J r---------- IUJ ------------------ _—_--____ _ __ _ L1 ---------------- tL-- --- ------ - --------- a � ---- -=— ----- DRAWN: G -- — -- -------- -------- - --- --J ' -0�W"SCALE: 1/8" IL— JI c JOB#: DECEMBER 8 2008 SHEET NUMBER: 5 EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN A_2 11/8 1'-0'" �-21/8"=1'-0" I A-2 1/8"=1'_011A ? C:\I:Iocurients and Settings\User\Mv Documents\AlJTOCAD\MISS\ER]:-7Y&BENGOLEA\ERAY&BENGOLFA-NENV.dwg,EXISTING,9/1/2009 12:01:29 PM, 1:1 ---- REVISIONS FIR I 1 � A-6 A-6 211 4 - olX A55UMW f"05f WE A551,I" P05T Vl�, V (v Lo . _-- -„ _. _ ...._ - - - - -- - - - -- - ;-� --w — -- - - -- - _ EXISTING r _ -_ _.- _ - _ - _- - - -- _ - - --- - -- -- -•--- - - - - -� � nC<i1 ,J015r (2) 2xl2n,p, #2w/I/2 IL.plr,HIEAI�E� V �-+ I I EXISTINJ6 i i I I I I SUNROOM �. OY& 1.H'Eo-EAKIN n 131�C0 nGGt; eAWAY I I ( � �K48,IN5%1,per? ANn 61Ic0 n OPs ro 4{ Map,5�'ECIFIGA110N5 �w/C�+Wj/2�1L p�r x12 N N,CON51. n ANf7 I I _ _ - __.._ -_ _ _ _._ ..._ _ __ _ _ --_ - - -- _ � _ - - --- - -- - - - •- - - ) I- - -- -• -_ _ .- _- ._...-- _ ._... _, _ U I _ (2. 9-1121' MI, HIT, 91 / 111 1�IX W��N5TU C)P�51CC7 "� :II AA1 ...•% II CZ) 7-I Z IVY.i f.Vf�� I r- f � � 9 � + I I z EXISTING o �j OFFICE EX I EXISTING E ISTING , - z BATH . � KITCHEN S T HNG R H � ' R v EX1511P1G GI_'Ef; E:X1511Nc;GIpnE? p I I - I o s�E�`u uA>uYco�, I I. SN �, c� ° 5SEt I, ''x3 Ca. -011 0I �. c" �- NEW 611 f 0 NIF C0', f4 EXISTING ,- - — I I 6l�co no AWAY N � N `'� 1 I NEW 13A.�E tN 1'ALCE; BASEMENT I I COIL rrG.�INEOPCW I I co POOP5 ro IX V �I w/It WAR �'"O,C, CON5•fPLrV:n ANC' ;��. - _ (4) 9-1/4'' ML w_/c 3) V 8" EU,pl.r, -NE'N 511",Ca, I I I (UN'�Ef;p05r A130V1 ) I I IN5fX,!,En A5 Mr lXC0 T1,OCAZIP EXIST, w/'�0lelo"xl2'1 MEN INST�i,IC11GN'S 01 001Z � _ I1 — - '- — — -J ( o sHGv�reEp J(2) EXISTING r -p coNG,prca. r — - I � DINING ROOMEXI5fZiC30 2x10GIMI?, I I I EXI511NG C 3) 2x10 61PPE; ❑ Iz EX15r, �u r�u uSN�E�nE�-c" I I II 2xlo nr- �,r,w8x5f.S �C 2) 9-I/2 Ml.,E Inr , ,L ----..___�_�KAR 16 WALE — >v 8 13 8II EI.,Nnf2, - — — —- — ~`' � � EXISTI�°JG I �� _ EXISTING ---:- c BEDROOM LIVING ROOM Ni EXISTING c C�EA�ING wAr r APo�,V IDARK ROOM __ _ _ �� I � — _- _ FROVM PLOCKING � LA 1 I II II j I - - Y D o , I-- - - - - - - - - --- - -- - - - -- - - -- - - I rN3042 rW�042 INEWAPCII NIN:G N � -�_.. I �EF'I.ACEMENr r;EpI.ACEMEP.IT r-7 -- - - - - .- -,- - - __ � W1NPOW,\VFY WINnOW,Vtk]FY �� III rV�'3042 1W 042 - -- - _ LOc IN EIEI n LOC IN FIEI n b I -C11I c� b2 / r r[,paMrNr �Et'l.7'�CEMENr Sxlb VENr I '•' I I I .• I -�� I VOY 19 IN Ar 1211 O,C, `; I- - o' WINP)OW,VEPICY;51ZE WINn .VRIFY 51;'E \ 1Y ANn ArfrG (1�P,) =Kv ip d ANn LOC IN FUP ANn LOC IN rlt n =IN FROVInE M ACCE55 L _I A16F- omI,LING pR Conr �- - - --- - - � I r - Wz -� - NCn5 811000NC.PE,, =iN w/21-011y,21-01Y211 r N � hGG I J pf;OVInE(2;1 2x10 n01aG,SIP#�' F-+ NEAt7Et2 UNI.E55 OTN%VI5E NDfEn. - ' - - ` �,j CCU% 2x6 AG 2) 2x10 � #2 - � W 2.) U5E?50KI/4(MIN.) 5TEf`I,CaUMN5 p fi" T w/5TEEl.NEAM5 nOUC'aI,E Up I�OGV J015r`�UNnEr p/PA I ft,WA I,5MOM V.(1Yp,) I 11021 G'N E.X1511NG `1l A-6 DRAWN: JG SCALE: 1 4"44' FOUNDATION PLAN I �,;� �`� �t ;- DECEMBER 8,2008 SHEET NUMBER: A- - FIRST FLOOR PLAN , (AD.—.3 A— J)�'A11_�1�011 A'-y� _ C:\I.>ocunients and S,ttln,ls\Usl;r\My Documents\AIJTOt.AD\n,fKS\EREY&BD,GOLEA\FRAY&BENG'OLE,A-NI:W.dwg,ITN & 1ST,9/1/2009 12:00:38 PM, 1:1 REMSIONS % Z A-6 q. Oil LA 0 1x] N EM,( Mr TO Pt'IN%AX�P INA/Al ANP DF C'ONIZCT15P TO OUI`512'IXAKk-,F -_(O\V'XI511%5UN WOM) :CK :--PIFF(1'0 MMAIN CONCF&M 0 =CONNECItr,TO t)Mt. KOHL.1=�Ma -12 90689XINrA �'jo 9XIN6 I'MMO-I L901Y,5 (2) TW24;10 (11) TW2 Inabh_K5 2 '5) 1-1/41, PAL.H 0) W Rr. #211P, 0) 7_1/111 WAX. C�NTNV9( wNr)OW5 4 ------------ I,7_611 17 5j-ILI PATCH�X1511NCI 1911,01 I NEW BATH 42'' VMIT) 121 NEW ANEW)MA BE DR OOM I -k-11- 1vF)iKT'Ek I I =. BATH �_EDR&M F ___- -'- i I c \Z NJ 1 F- # # I �6 6 \ I :?668 �� I \ \ h--'I G-FICITI, 1�11 N NJ N 2xl r)t?r: 2'�1 N # 2xi VF #2 rlr)6� DO N -yes (2) [— J ie 2xIG t9F #21:1126� L_�: , 2065 pri N coQD PR5 7115 (2) 7-1/4 PAL.lix (2) 2665 rKT,W5 t" --c'. I —___1-_ _NEw_ _ z 10- " ' PAW"11�451IM6 Mai I Afff�� (2) '9-1/2" At.Wk, MASTER "4- llr-� � C) 7.� W.I.C. i WTGH M51YA MCH SS C3 s E A5MV 5HIN nU5 wl I # NEW NEW C _'5 O o ffl,f MU\[-AYPAI;Mf PLAYROOM "'15 SITFING ROOM TMO42 MArCH�4511MC4 PIT111-1 \Z 17 lb Z) QN E� N4 !§� NEW W.I.C. cdr') or,ON CV,ON Vr)042 UNIT PE:Low UNIT MOW AM TW5042 TM042 c1X N cll,ON M.ON r In UNIT OW UNIT IJ ' M2U #:rpOVM ICE WATMDMIM O ) . 2 ItAlZr.IJNI.U55 OfH-,M'3f NOfW, 7C # cQ DRAWN JG SCALE: 1/4"=1-0" �6 JOB#: PT � 'EKO J DECEMBER 8,2008 R001 Alk� L;---J ND F1001' PJAN 7 .' � 1� /c� — 1/4"=1 -oil -011 'T NUMBF1 SKEET A S4 A-.., 4.. _j L__ _ 0,F C:\Docum tip'ents and Settis 3F 0 - ,9/1/200911:59:01)_Q A,1:1 REVIISIOr4S 'z � i a y � .��'\� m .� �'° � � - rJ`�S�d �' tP 1<v �a "G,°�r' ,!� ,. "L t��.�� P[��<� �Fc. r?`,',r! '-:5 ,� rA� ',�� t< S�t'Q <3 � .[-,�. k�� btT ,2' ,� 41s�� ° /�_�',"'��-,tM�." � w,4�. S� fi �n v1Ti [2.� R � `i _ �Q �L�''� Q� j� :� f^U y�� t. !D, a tv? `.. �-'"�-.� �p 2.�[ '>'`- 3�'.�,K�`'�4,!!��t'F � r�; ��t�/(/�.�1'a�y�1�-"'�T `�L,�j t�' a °S� � �..? .r �a�Ts � � "-�✓`°p-��y ��a;•S X�, `_ �L g J7�� !r7 W 4, T�$m � ','�S,� w[�'�� ,[•�["�� k as [� 55r�'r�� c""�,G�z��. ��/ov Ir �v 7fT A V 1V n" X �+ �" �� - G,..a 'M�? 1� 1, 1 4¢v?''t �`'1�`Z�-/'1'[ K � /�Br ¢p _ A ————-- ---- - -- - -- _---[ fff--- — — -- , n —_ __—_—_— _ �'�"__ �r--•ash `�' —o�,{[ � '�'--�©— ----_ — Sti,,®��r h? .��s'�,[ Re L At L I I IL I —A 11 1 I F I JLF� 11 Lrl� 1 1 [TEI F17] li -IFf LID-] -LL T A �-4 Carl, Lq IL A-6 C r-j F U cy\ 4'yl, T V 00 j PiL L' 77 a L 4 A L L L L�U- I-4 -1.4 4 1 A I—A J 4 F 14-—4-A-A L IIIIHIII III T L -J -lL-AL..--JlL-11l JiLlIlLill r L' JT U LF L JLWJ�&y y H III III FILYT� T 0>> ,�o �o o,< II II II II II II II II II SOUTH ELEVATION K2 EAST ELEVATION 1.011 114.11=11.011 cn 114"=l o c (A IT, A-6 A 1W 7, 4t, �P tr lQe & LL F1 T31 FI[T T-IF I -][:J- I IL L i?77 I I I I I I I 1 11 1 1 1 f) I I I I I I I I I I I I I III I _ _ - C - = C w o 11-J[ Ly�ju YLTIL" A4)LIVT� J IJJL-YHL L H'Yr�� I oil 11111 7y&LIM I IL L Il.L I I Lul -j JI --EL A-6 Lt E L IEIL-- 7-7 [[ U� �z L �-- — �Ll L uu j I E L L DIUMN: JG JI F V I IFTY f I 0 o o LEE— SCALE: 1/4"=l'-O" 0A>0"l OU,C7, DECEOER 8,2008 7- SHEET NUMBER: JEST I ELEVATION NORTH ELEVATION r4 1.011 0 1.011 1/4"=l 1/4 =1 �— — O r �fnrr=„ &o 2w C:\Documents and Setting"AUser\Nly Documents\AUTO C�A-D\Mf-,S\E-REY&BENGC)I,F-A\ERAY&BENGOLEA-NEW.d,,vg,ELEVATIONS 1,9/1/2009 1:29:25 PM, 1:1 REVISIONS ) ) FFOVIPF FLA RING UP 3Il?EW6U.1.MIN 2-0" > • 5/4x�C CCKiNC� —� \�} kio 5 12 ASP1 PU r POOFINJG SNINGLC:S _ c - —A �A6F.. _ �7 liz 15# FELT n �„ 5LEEPEPS PIPPEV TO F11" _ pgr '® ASPJ ALr SHINGLES OVE:P 15 1/2" CIA PL'Y 5-IEATHING SLOCK AS NECCE55/P1 FC-LT OVEP 1/2"CPX FLY =i /�" ACO FLY 7 q� Ix 5 FASCIA I — Ixb PC?IME(� &PAN SA IP '� 1 \ 2Kc4 LOOK01"fr _ ALIGN HEIGHT WI1N k6 PA5CIA • —Sf�E�`F rC ( ) ---- --- \ Ix MATEF.AL r0'WAMC 1PIM OF 5UNP000,POOF DECK,5EE Zxq TAPEFL"7 ACG? x6 Fp'IEZE 50A!n ELEV5 I &4 ON 5HEETA-5 fff- (_ # SLUE LiASEL CEng'co,12" O,C, S15TLC NEW 2x10 C J,C3ESII?E EXIST, +� PYKE5#20550X C3x?5 PErEECIIO?N`IiINGI C:S — �° v CPOWN MOLLPINC, ro z I/2' PLY,WALIL SHEAINING m i> v Ixb PPIMEP ANP PO4fW 51f P - cv El - Ixb PPIMEp& 2x6�511JP WALL ; Q P*nP FA5CIA LINE OF 2xU POI-IG cv o I 1 �� 50Apn C CYPJ ; �n � c� E i - FIPE #21PIGGE SEPM ro CONr,VENICI� s <+ 5OFFIT 2x10 FOOT PAFTE&PS@I6"O,C, — 4 X ` u r f� r. ,>< a? 00 O A 1ATE1'ROOF DECK DETAIL TYPICAL SOFFIT DETAIL TYPICAL RAKE DETAIL D BAND DETAIL m "_1�/,�� A_6 1°=1'-0�� 1N;_1�f}�� — -V — v -011 cu XQ O .t i w , �• #. SPSE MAUL ING r E4 c� ii� N Tt ,,��v �a� PA NU TO y� K CON1IfJLIr0U5 PInGE VENT - N'OrE; C3UIL?LC EX,iSTIPJG (� i fs z' CHIMNEY r0 MEET CODE MATCH TM Cil Aw COLUA2N DETAIL '#yr_ 1-1/4'' MICW; AM'-LUSH NnP, Z kk k,�'kkj�''�"x'SNLW 26 CJ @ I6"O,C.'r _°'�k F k� k '�� J °k� kk�� -- — — rTM,5ECONn FL.FIN.CLG, V aw W rA �-6 r 0 D _ y f A-6 CD r 45 12 �I 00 (2) 2x10 nF #2 ~ ISTEt?NLW 2x10 F.J. @ 16 O.C.C�ESIG'E EXIST,C rYf',) e --� I-3/�},1 X9-I/q MI,@ 12 O,C w — SEE FLAB, PEI& co E • r (J L L7 x r A-6TP Y h --- — x _ — TO,F16T FLOOD FIN.FL. NEW — -- 8"(0 CONC,PIED o w - w/24'x24"xI2"FTG. 5SEL L Y COL ENTRY INTERIOR ELEVATION c W z CONC. FrG PSI I OPCE12 C, A_6 1/4 -1-0 11 w/#q PESAp 7" OL a (UNPEP P05 TOVE) x NOTE,5EE FOUNWON o 8" rL FnN„WALL, PLAN FO' b,Nv1f l'p00F PEP COf7E, COLUMNS h' 01 1G5 0 16x8 CONC.F TC,+ w/ 2x4 O W KEYWAY v(22) #5 TPA}; ,I 2" CONC 9-A' I 1 -ECTION W DRAWN: JG SCALE: 1/4"44' JOB#: DECEMBER 8,2008 f `4 U SHEET NUMBER 4-729, C:\Doctiments and Settings\User\My Documents\AUTOCAUD\AfKS\EREY&BENGOLEA\FRAY&BENGOLEA-N1E,,NV.dwg,SECTION, 9/1/2009 11:57:42 AM,1:1 II I i • REVISIONS C� C�� N 4u 0 — —— — — —— — —— — — —— — — — — — — —— — — —— — ——— — EXISTING U c H=======fl n======*M i DECK — — — — —— — — — — — —— — — —— — — ——— — —— — — — — — — — — — — — EXISTING SUNROOM 4 - - - --- - - -- - - -- - - - - - - -- - - -- - - -- - - - - - - - - - - - -- - - -- - - -- - - - FF- — - -- — — — — — — — — — — - -- - - - - - - - -- - -- - -- - - -- - - - - - - - - - - - - - - - - -- - - - - - - CIE 0 EXISTING EXI EXISTING EXISTING OFFICE BATH KITCHEN SITTING R14. I I I I I Q � BASEMENT EXISTING 0 EXISTING rH DINING ROOM —0 L - - -J L- - J r Lill r EXISTING EXISTING BEDROOM LIVING ROOM sn . j j I I I I � - - EXISTING DARK ROOM r—— — — — — — —— 4' ft�CVICAL KEY L — —— — — —— — — —— — — — I 5YM, Lj W55FP A1916fW — —— — — —— — — —— — — — — — --- — — —— - — — — — — — — — — W55�p arA,L16HT 0 —— — — — - — —— — — —— — Laf FlxMl WAIL Uaif FIXTUIT FAN/UQ-f Cirl OLn C) Ff cmir 1 WASPPWOF GPI OUIV 9;?20V 220 VaT OLnrf $ 5vvfcH IF C 3 WAY 5WCH $tl PlWpl 5WITCH WAY VIMMP,5WfCH O 5mm Prf CfR 0 co Mscfopl DRAWN: JG SCALE: 1/4"=V-0" FOUNDATION ELECTRICAL PLAN DECEMBER 8,2008 2 FIRST FLOOR ELECTRICAL PLAN SHEET NUMBER: K' 1IA11 1.011 C:\Documents and Settlngs\User\My Document,\AUTOCAD\MKS\EREY&BENGOLEA\ERAY&BENGOLEA-NEW.d-,vg, filn&first clec,9/1/2009 11:56:33 AM, 1:1 JUXISIC)NS -7 CT) cf7 2, d" ------------- —----- — r-1, a oe oo ro (1) I-t 0 cn NEW C)l ((7W:U�,YT511116 51JN W)M) )'At 7T, L) "A TH --- —— -Pc_91 y1f�F— :::. !___, J : e �d I:W1J' I _= NEW E—------------ I MAST ER E R nV E,1E-DI;',C)Cqk El z z r 05V J OEM' ------------------fimw—u --;==----: NEW NEW NEW PLAYROOP-11 SIT"FIN131 ROOM o EVIl L i6iH,r r ixiu-,,� -ly m,l, L arr va; T, o I�E E/ 71 z 220 V,�V OV:1- 15 tA/Ay 5-,VXJ� -1 ----------- PINK rl%lif0i i 5moT i-z-SCTC'llX' k, DRAWN: IG 1-011 SUM: 1/4"=4 o Oil 3ER 8,2008 -'ILOOR" EJECT]' " Ol L P t,Ai.114 L'SEC(Dill) 1' J. -_Ij (.1 f DECENU El'd-2 SHEM NUNIBER: 33 roll Ulm, - ; .. . ........ CD \ M &1FNGC)IJ-,A\I-RN) 81- . 211(1 el , 9/l/ 009 11:5)5:20 A 1:1A . i " g - , WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER WALL STUD CRIPPLE STUD p ° ° BOTTOM PLATE p RIDGE ° HEADER LEDGER BATHTUB DOUBLE JOIST S;IDEWALL RAFTER JACK STUDS FLOOR USP NUIMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS35 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS35 HOLD DOWN BOTH DOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS L5TA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / 9 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC WALL STUJD No THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP' VENTILATION CHANNEL RIM BOARD) AS REQUIRED RAFTER RAFTERS MAINTAIN ' VENTILATION WOOD JOIST SILL PLATE(S)) \ FOUNDATION ' ' TOP PLATE - BLOCKING ` 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS @48"OC 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR J0IST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED, ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. .' SHALL BE COVERED WITH CORROSION- 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SCREENED VENT ON ALL OPENINGS OPENINGS OF 1/4 INCH IN DIMENSION. ONTIN. SOFFIT / EXT. PLYWOOD INSTALL 4'0" O.C. , LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS / CONNECT TO - 6" RAFTER RT10 10-3/41" x 18ga. TYDOWN ANCHOR ON ALL OPENINGS / �„ EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS INSTALL 4'0" O.C. 14" 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ,' ' 8" - 12" RAFTER RT20 21-1/83" x 20ga. TYDOWN ANCHOR CONNECT TO EACH RAFTER ON ALL OPENINGS 2ND. FLO R NJ/ALL RAFTERN\1k/ \ WOOD JOIST TOP PLATE GIRDER/HEADER 1ST. FLOOR VNALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD FLOOR J(OIST DEPTH USP NUMBER DESC RIPTION APPLIC ATION INSTALL 4'0" O.C. 4." - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION ON ALL OPENINGS CONNECT EACH ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLATE RT15 TYDOWNI ANCHOR THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8"' - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PRATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD � — SILL GASKET - TYP. CONC. FOUNDATION CONC. SLAB 6 MIL. POLY DAMPPROOF EXTERIOR GRANULAR FILL ° 6MIL POLY ON EXTERIOR V r �,4 7 .` ° V ` STEEL COLUMN ' p •D ( ' CONC. SLAB a `. ' 4 _ ° n ` v �` ° , 1, COMPACT FILL e 4 L it n KEYWAY FOOTING r. V A C CONC. FTG. N. p Q`p L USE WITH 3x3 SQUARE WASHERS e . o : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p � REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT G _ DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION ' CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION SLAB—ON—GRADE 1-2 STORIES 57" OC �—SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE I JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM i FOR BLOCKOUT k� 4" SLAB ' P.T. PLATE W/ 6X6 WMM I SLOPE r 1 ° o' 4"DRIVEWAY --�. NOTCH JOIST AND ADJUST HEIGHT i `�, < 7 1 �• r (WITH A NAILING PLATE IF NEEDED) 03 4 " I' S OEL BEAM BE OTO X. 1ALLOWHER THAN F OR GSHRINKAGE GRADE ° d ;�"---�--1-"--«--"--z C ;� _ o D n D •a , , (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) d d d �. 6X6 W.W.M. - p p 4 12„ ,'D -� D d d d ° ' ' 4 4 4 ° � --SUBFLOOR MI�Nl. n 4 4 ^ r 4 ° •s d REINFORCING BAR ' n 0 ' D REINFORCING BAR °D, 4 GIST DRAIN TILE "4 12" I n �° �° STEEL BEAM o^° a^ PLATE (B'OLTED TO BEAM) '`•'� . TYPICAL CONC. IMONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. df .� .� REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �^ GARAGE DOOR BLOCKOUT r� M it i i I WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 4"MAX. KING STUDS 4' DIA. MAXIMUM RAFTER CRIPPLE STUD CLIMATIC &GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD LEDGER SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS RIDGE HEADER LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO L LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - Z 2 RAFTER JACK STUDS TO :o M RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. STAIR RAILING LOCATION JUSP NUMBER1 DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY'TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"A2"20ga. STRAP APPLY TO EACH JACK STUD All fasteners, hangers and anchors to be galvinized or stainless steel. ROOF I LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY-TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored 1-1/2" SPACE into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. MINIMUM 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. HANDRAILS RAFTER 4). Deck joists to have blocking at 8'0 o.c.. RAFTER 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers POST and nuts at 16"o.c. TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. TOP PLATE BALUSTERS 7). All joists to be supported with hangers and anchors. Each Joist shall ;also be anchored RIM/DECK JOIST to girder(s). WALL STUD ° OPENI BALUSTER ATTACHED TO WALL WALL STUD 0 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective.coating or equal IHANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION, for any contact with ACQ. ALL HANDRZAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLATE RT15 TYDOWN ANCHOR: NAILING SCHEDULE SHALL NOT"BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2) 1/2" DIA. GALV. BOLTS WITH WASHERS AND NUTS PROVIDE AIN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOAt PLATES TO EACH STUD ROOF SHEATHING: EACH RAFTER NAIL JOINT DESCRIPTION Q� SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 WFCM-SBC 4"MAX. 4' DIA. MAXIMUM GIRDER/HEADER r ROOF FRAMING: GIRDER/HEADER NAIL NAIL, ° ° JOINT DESCRIPTION QTY. SPACING NOTES JOIST POST/COLUMN (o ° RAFTER TO V WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10'WALL:4-8d COMMON RAFTER POST/COLUMN CEILING JOIST B'WALL: 3-8d COMMON EACH TOE-NAIL lid— TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE GIRDER/HEADER PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM- SBC LAP NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM- SBC END NAIL SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN BLOCKING EACH TOE LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TO RAFTER 2 -8d COMMON END NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2} 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS RIM BOARD 2 _I6d COMMON EACH END JOIST TO GIRDER/HEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST TO RAFTER END I NAIL o STU WALL FRAMING: �' BEARING PL4.ATE GIRDER JOINT DESCRIPTION NAIL NAIL NOTES ° • QTY. SPACING TOP PLATE TO 2 -16d COMMON PER FACE NAIL 4 TOP PLATE FOOT ° WOOD JOIST TOP PLATES AT JOINTS FACE "�' INTERSECTIONS 4-I6d COMMON EA. SIDE NAIL I I � v STUD TO 24" FACE LEDGER ." ' STUD 2 I6d COMMON O.C. NAIL ° GIRDER/HEADER I CONCRETE PIER '<A° HEADER TO WOOD JOIST I " > 16d COMMON ° 16" O.C. FACE WOOD JOIST ,lA HEADER ALONG EDGES NAIL Y Y ." ; V, TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END '(p" PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL Y DOUBLE 2x BOTTOM PLATE TO: PER FLUSH JOISTS WITH HEADER/GIRDER (MINIMUM) FLOOR JOIST, BAND JOIST, 2 -16d COMMONFOOT FACE NAIL CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I ( END JOIST OR BLOCKING I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION THE PROPER STEEL CONNECTOR. LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS I I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ROD l I [(3�) EIEAPAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEREQUIRED FORSTU PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE DECK FRAMING: FLASHING TUCKED UNDERNAIL NAIL TOP PIECE OF SIDING AND I JOINT DESCRIPTION QTY. SPACING NOTES LAPPED OVER FIRST CONTIN. JOIST TO: 4-8d COMMON PER TOE PIECE OF SIDING BELOW 'THREADED ROD SILL,TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT TO JOIST 2 8d COMMON END NAIL CONNECTED TO BLDG. @16"OC POST BLOCKING EACH TOE MINIMUM 70 JOIST 2 - 8d COMMON END NAIL WOOD JOIST END DISTANCE BLOCKING TO: 3 -I6d COMMON EACH TOE BLOCKING p , SILL OR TOP PLATE BLOCK NAIL MINIM M LEDGER STRIP 3 - I6d COMMON EACH FACE �" ...• - i s � FLOOR FRAMING • w • o a END ANCE 12"x12"x12° v �'D' �� TO BEAM JOIST NAIL 2x JOISTS " A JOIST ON LEDGER PER TOE • ::, o� • ' CONCRETE FOOTING 1 �� 3 -8d COMMON WOOD GIRDER '. ;: •�' s„ s„ TO BEAM JOIST NAIL BAND JOIST PER END BLOCKING FOR JOIST HANGER y „ 3 I6d COMMON LAG BOLTS > v TO JOIST JOIST NAIL ° - _ HOLLOW COLUMN UPLIFT BAND JOIST TO: PER 2 -I6d COMMON TOE RIM JOIST/BD. s ci SIMPSON STRONG TIE MODEL STRRI/2 SILL OR TOP PLATE FOOT ° r DECK POST� FTG. CONNECTION SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION �`` d USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING DECK/PQRCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING II - � Il WIND FRAMING NOTES NAILiNIG SCHEDULE VN PLAN CONTENTS: GENERAL NOTES l). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAiL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION, QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information wpithin this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing de+tails. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. 'The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAiL 2006 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL sound and a weatherpiroof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal„ state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to (even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall taike precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRA\WINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAiL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift Al A ROOMS (SLEEPING) 30 4). The designer has plot been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for consitruction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, rmethods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. NOTES GAURDRA{LSANY DIRECTIONY SPACING 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) Specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMON PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Windrow and Door schedule for exterior openings. corners. TOP PLATES A1T JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONIS 4 - l6d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contiractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufactuire's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE SEE FLOOR PLANS such as bookcases, shellving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified ) gyp p HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAiL ENERGY CALCULATIONS RESCHECK 6). TYPE ll EXTERIOR SHEARWALL CONNECTIONS:FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BANDS JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA • length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to �1 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended hieights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTF ION NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete or masonry vNalls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECT►ONSAROUNDEXTERiORWALLOPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete! walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAiL SPACING NAiL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B ) BLOCKING T(O: EACH TOE ( BOTH FIELDS to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and SILL OR TOP PLATE 3 - 16d COMMONBLOCK NAIL INTERIOR ZONE Sd COMMON @ 6" O.C. Sd COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIFP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST! PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - ]6d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as per suction R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST Ti O: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLjATE FOOT SEE NOTE: 1 FRAMING NOTES g H ATH I 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION, Q-1.1, SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL. 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR- WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WiND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHI EATH 1 N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAiL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDIS) where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 Sd COMMON @ 12" O.C. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD, 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O-C 8d COMMON @ 12" O.C. SEE NOTE: 3 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headerrs to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing walll window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1', and GO and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO iF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/he?aders to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTES be used. anchors where applicaible to all connecting joists. 7/16" OSB 3" O.C. EDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub!. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramiic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. 10 O.C . FIELD" 3). For exterior anal siding, galvinized box nails shall be ermined to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g• g p other access openings unless otherwise noted (typical). NOTE: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTIONq QTY SPACING where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANEUS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1" OR LESS 8d COMMON 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all bearing walls. 1 . Mechanical subcontractor is responsible for adhearin to all a licable codes and safety OTES' 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WiTH ACQ. p g pp y 3). INSTALL 1 -Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHiEDULE NOTES ONLY. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirememts are based on wall sheathing CCIX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ Section kingR60 shall FIRE provided to REQUIRED 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Contractor and owner for final review and approval. is nailed 3" on-center- at the panel edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir Or Advantech plywood subfloor shear capacities, nailiing requirements for structural Fireblocking shall be provided in wood-frame construction in the following locations. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be dotubled, or alternate connectors, 1).In concealed spaces of stud wails and partitions,including furred spaces,at the ceiling and floor over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 1). All electrical to be installed as per N.Y.S. Residential Construction Code. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 13). All bathroom wallas to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathiing is continuous over connected members,the tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. drop ceilings and cove ceilings. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 = 14). All roof with a pitch less than 4:12 shall be installed with an ice &Water barrier or of N.Y.S. Residential Construction Code. 3).In concealed spaces between stair stringers n at the N.Y.S. and bottom of the run.Enclosed spaces a' `PP p under stairs shall comply with Section R314.8, .S Residential Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of torch down type material over. flame and products of combustion. 61 41 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5). For the fireblocking of chimneys and fireplaces,refer to Section R1001.16. N.Y.S.Residential Code. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 4 REVISIONS 0 0 N U m 1►.7 1.� m m v� p nl w o, rn m In nr 0 ul ur p„ nl w ul m 911 iii il{ I11 111 111 111 111 � 111 I11 *'- 111 111 ,�- 1 ! 1 111 1 Iil 1 1 1 _ EX.GIRDER _ I,1 ; 111pp; _ _ ; EX.GIRDER 7===== n uFr=c =c :===______ == =c=r7 1 1 1 111 , III 1 1 1 1 7 a-------, a-----JLL 111 _------, •-------- 111+ I11 a 111 111 O 111 11{ 111 111 F—� EXISTING BASEMENT 111 III , Z 111 111 111 Ilt ) 1 ul u' INSTALL NIFWST°EL ' /1 1" LALLY COLLUMN'v/ ' m n/ WX30"X10"I4CONC FTG. z ---- ,---nr---• •--,Ir---+ •-------• •-------- 1 1 1 111 ' 111 +-- • 1 1 1 i 1 1 ! 1 It EX_GiRDER ----___ , ,__ __ EX.GIRDER _ nl "' _ , __ EX. GIRDER ____ _, _,_ _ EX._G_I_RDER__ _ , __;_____EX._GIR_D_- _______ Q�J)� --'-- ' ' --L-----.-..--------7-- --E-_-_--- -- ---_- --1------ ------------ _V 11 111 „ II 111 n u ul „ u m II 11 111 ~� w 11 11 !11 lF—i, 1, 1, 111 11 II Iil 11 111 VERIFY STAIR �� 1 IN FIELD {, 11 II II --- 11 Il, 111 III ,111 ill ,111 111 •Ill--_--- +" INSTALL}NEW STNOL 'd. LALLY COLUMN W NOTE: 30"X30"Xlm•cclw.: ,G. rn ALL LOCATIONS FOR NEW LALLY COLUMNS i In ,n 1 TO BE VERIFIED IN FIELD PRIOR TO INSTALLATION. o COLUMNS TO BE LOCATED UNDER POSTS ABOVE �� a ,1 III z , Ilr rll � i ! 1 1 III Iil Q7 �� i I I 111 111 r^ W I i I I O p v, Z Z m i 1 i Q BILCO ACCESS I u -L VERIFY IN FIELD + ;^I j Q 0 ,� 0 2 FOUNDATION PLAN. W w SCALE: 1/4" = V-01 � y DRAWN: MH/MS , . s".. SCALE: 1/4"=1'-0" JOB#: November 01,2010 SITEETNUMBER: �., PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL RFQUE5T CLARIFICATION BEFORE COMMENCING WORY,UONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE REST-ONSISLE FOR ALL BUILDING DEPARTMENT INSPECTIONS 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 MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENICEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC,PLUMBING,AND 14VAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OJINERS. Ly 11 I � REVISIONS o o� ©a o_ (2)2X12 DF#2 w/112'HEADER w/1/2'PLYWOOD FILLER (2)2X12 DF#2 w/i/ °HEA ER w 1/2' FILL ((OVERLAP HEADER) ( VERL P H. ER) m n In (2)2X12 DF#2 w/1/2"STEEL PLATE HEADER /2X1/4 TUBE STEEL EX. DECK 3X1-1 3X1-1/2Xl/4 TUBE STEEL COLUMN COLUMN Z O O c In EX. SCREENED-IN PORCH Q aZ o {2}9-1/2 ML ° ' . (4)9-1/2 ML w/ 1 (3)1"STEEL PLTS. (3)2X4 DF#2 (3)2X4 D 2 1 POST PO 2 1-3/4X14 ML HEADER ALT.:(2)2X12 DF#2 w//3/4" EEL PLATE ® {2)9-1/2 ML w/1/2"STE L PLATE (2)1-3/4X9-1/2 ML HDR. (3)2X4 DF#2 (3)2X4 DF#2 POST POST Z ['XISTING C BATH a (3)9-1/2 ML w/ _ (2)5!8"STEEL PLTS. Q,( EX. KITCHEN 8'-0" 12'-2" �� a EX. BEDROOM P'-� 1 1 I ? O 0 0-4 (5)2X4 F#2 ; Pp 0 EX. DINING ROOM .� E-I ------------------- SIMPSO HHUS410 CUSTOM SIMPSON HANGER Q HANGS OR EQUAL I IOX9-1/2 11 7770#, di 5:252# (2)1-3/4X9-1/2 ML ■ "-. _ FLUSH (2)1-3/4X94/2 ML �' FLUSH BEAM ��• • i. r �� • r�r • r� • rrr� • •�� r . r� . �� r r� • (2)1-3/4X9-1/2 ML (4)1-3/4X9-1/2 ML w/(3)t"STTEL PLATES FLUSH BEAM (2)9-1/2 ML " (4)1-STEEL ML LT (3)2X4 DF#2 ___ - FLUSH BEAM .• (3)1"STEEL PLTS. ■ POST (7)2X4 DF#2 ---- -- (7)2X4 DF#2 k EX. LIVING ROOM POST (3)9-1/2 ML w/` __ __ _ POST ■�g (2)5/8"STEEL PLTS. x -- - ---' IM to I 1 ,_ N 1 1 m N 1 1 I ■v i 1 1 EX. OFFICE -------_ ' ' 1 1 I I i� q) � � , i 1 LIZ//Z/ 1 1 , 0 =rN 9.-0' Q (5)2X4 DF#2 -©y Pon >1 En EX. ENTRY O u 4) o U) Lo � Q w 1 , I Ni 1 , 1ST. FLOOR PLAN! �� ` *,�'��( DRAWN: MH/MS 4 SCALE: 1/4"=1'-0" SCALE: 1/4" = f-0' ' ' � �� '� JOB $ November 01,2010 ' SITEET NUMBER: w PAINTER TO PRIMF.AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,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 GENERAL CONTRACTOR SHALL S ON i �®LL HE R£ P SBLE FOR ALL L PAYt-G DEPARTMENT MSPEG710N5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK DIMENSIONS AND CONDRIONS AT 106 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENKEMENT OR CONTINUATION OF WORK. ROUGH E2l.EGTRIC,PLUMBING,AND HVAG PRIOR TO INSULATING AND SHEPTROGKING AND SHALL SECURE THE C of q PRIOR TO RECEIVING FINAL PAYCIENT P20M OWNERS- I - 11 REVISIONS lz-b s 1 0 H � efl n 2 � U }r n m ~ Q% C C/] O 10'-8„ G 24 -2 / 34 10'-5,3/4" ct m x c I I 13'-1„ ; , e 6 15'-21/2" 7'-81/2„ 1 1 i t 1 1 F ATH 1 o - - -------- --- -------.-----T --- ----------3- ---- ..-- PLAY ROOM -- - J j BEDROOM ell BATHc in z 1 1 I l 1 1 00 - a I I t l 1 1 (3)��g DF#2 FLUSH HEADER g —� ; 10'-21/2" 1 f { A--- - '-_ ►_'a O11 f , ; = � d 1 ! t , 11 1 1 1 �Y�.I.�. 1 1 I - -- I I i I yy ' cy) I I 1 i i 1 1 11 1 1 11 - - -t- I I I i - --- :�4 cl _. ---- __..__.__.__- _.___._ ______ _ - .____� i �_ ____.� 1 I ____� ___ _. _.. _ ______.._____._ _ - - --- ---- LL BEDROOM ' Oc 1 3 1 ) l i { 1 1 1 1 1 (Q 1 1 1 1 SITTING ROOM 1 1 1 1 1 LL i� „ 2,/„ 7,_8), 13'-91/2 z Z W.I.C.r— 727=777777*�� 2ND. FLOOR PLAN gz SCALE: 1/4" = 1'-0' W � Q _ 02 coQ W (ow for vP;r"1 . A, .t. . DRAWN: MH/MS SCALE; 1/4"=1-0" tok JOB#: " November 01,2010 SHEET NUMBER. PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS.THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL !—G BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMIENT OR CONTINUATION OF WORK. 3ENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 106 SITE,INCLUDIN GENERAL CONTRACTOR SHALL HE RESPON51$LE FOR ALL BUILDING ROUGH ELECTRIC,PLUMBING,AND NVAG PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR 70 RECEIVING FINAL PADYMENDT FROM OWNERg ARTENT PEGTION9 If I I � � I ROOF PPAW� B 30 REVISIONS POOF 50,r%, x2"PAIN PEP HOOP C,167) CU,FtG, # &51ZE IXMI-U(5) 1425 50:Fr, x2"PAIN P5P HOOP<,167) , 239:8 (1) 6-0''x8'-0" R M LL .'R ;,� x,'�f},F 'Tk:' '��',aaer ,�f', ` .......,..,.... ,...__....._...._..,.....,..u._.,.».,,«.,,.,.,...,.,-,_..,µ.....,..«^..,.,,. .-.......«....._._.._ j.._..,.,.»+,.,_., ..,..,............._... ..._«... «.+..«+......,..«.-....-:...«..........._.........:......N...�.w..,.-,..,."-:-.-.•.- NM:V,I,F,I,OCA110N OF 5�Pt1C, nPYW>;I.I,s r0 C3� LOCASP MIN,OF 20'-0" FPOM 5PPIC 5Y%M �tlt _�. c `�.��,µ,f.•. ,ri�4;�'..�. ,� ,� � #k F I �-Yy` �`y„ ;� �s x �` ]fj � SITE HOC. "''+ 1w, �4,,tt" e yy`y`.d, 4 ', �%,i 3, �9'z •2'V � a,:f w ; I' � � a.�C H•x vc �"��,�'� x(' i P N�kkr� +' k ',�Ydy, "' t,�"^I- iw 4 3 .Y.6 - `$ `�' '4 ♦( / IFr't ,pC F W ryas~' w t N3 I /�(/\�'•�J\ do .5d e -!, x 11�,'" ''S^ aF s ° E ate, �' .. '''"' z ✓✓/ 'rR�tx� Ti " i:P. .V{, a+bhw a:•Y ; W '_'• r ,� UN'd° 4u 'rw � FN1 \ � a`6', -- ^h .�- {I ,1n J°Jlw, ; '3�, - ' n,'-- £ � � \ Oo k \ \ \ Ar xx E , M MAP LEGEND ' - aV .,rr 9*.' ,*-,:E�++✓*u4Mk'; £ �z�F`�'��ms�»"'�4'4i��t� ens, rf� ,�"""r ,,�y \ \ \ \ \\�O. . ain.w „...1 � , w..,a ,., ..-._.....-,. _ + \� MIN, \- \ o 410 1 t PRO SED 1 \ NEW TRYPROPOSED 2ND °• \ � \ \ \ -EXISTING 2 a FLOOR DECK OVER .� o FRAME HOUSE W/Y AREA CALCULATIONS \ .;-:::::::::PROPOSED 2ND STORY EXISTING 1 STORY -$' EXPANSION / ... SUN ROOM \2 L01"AI;�A: 119�0,57 5Q, Ff, moo• // ,/ �� X<I UnES AIA FtzOM NiGH WATFp MAFd.t0 61KI FA 7) PHOTO ' �XI51`IN6 NOUSC : 1510,84 SQ, F1": �V EXISTIN \ 12,667. �XI51 LNG nCC�;; 241,5 5Q �� T � o L � w '14v�� 2,077. STORMWATER MANAGEMENT REQUIREMENTS WHERE APPLICABLE �NI'PY; 62.15 5Q, Ff, \ L� \. �P O 2"IQ'STAKES STANDARD AND SPECIFICATION FOR STRAW BALE DIKE STANDARD AND SPECIFICATION FOR SILT FENCE a52% �# �r H 2'IN THE GROUND WIRE TIE DEFINITION: DEFINITION: �}�/I P �r 5Q G A TEMPORARY BARRIER OF STRAW RUNOFF FROM MATERIAL USED TO A TEMPORARY BARRIER OFADEN RUNG FABRIC(FILTER RAINCLOTH)USED "r V I/"V. V Af�.l�A� 1 2O,49 ./tom(: I f, h� � P� O� u BAYS BUTTED INTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS TO IWTERCEPT SEDIMENT LADEN RUNOFF FROM SMALL DRAINAGE AREAS ( I-'-1 TIGHTLY TOGETHER OF DISTIJROED SOILS. OF DISTURBED SOIL. �� L /!\ NOTE: PURPOSE: PURPOSE: / SILT FENCE IS PREFERR�.1F SIGNIFICANT GRADE DDSTS,STRAW BALES M4AY BE REQUIRED TO BE PLACED ON THE DOWNSTREAM SIDE OF THE SILT FENCE. THE PURPOSE OF A BALE DIKE IS TO REDUCE RUNOFF VELOCITY AND THE PURPOSE OF A SILT FENCE IS TO REDUCE RUNOFF VELOCITY AN I /'�'(� `/ �JQ,� 7- BALEQ \Q EFFECT DEPOSITION OF THE TRANSPORTED SEDIMENT LOAD,STRAW EFFECT DEPOSITION OF TRANSPORTED SEDIMENT LOAD.LIMITS IMPOSED TOTAL v`-'� CO°�`r 2: 1 ,26 P•�,P�s�� \ Py O ,•��' DYKES HAVE AN ESTIMATED DESIGN LIFE OF THREE(3)MONTHS. BY ULTRAVIOLET STABILITY OF THE FABRIC WILL DICTATE THE MAXIMUM ,`(Yy WATER % CONDITIONS WHERE PRACTICE APPLIES: PERIOD THE stlr FENCE MAY BE \O� P�SOJp OF Q THE STRAW BALE DIKE 3 USED WHERE; CONDITIONS WHERE PRACTICE APPLIES: 1).NO OTHER PRACTICE I5 FEASIBLE A SILT FENCE MAY BE USED SUBIECr TO USE SLOPE LENGTHS E FOLL WM CONTRIBUTIOFF NG ��G.Oti� OEry9i 8 � � ASILTFEN(EARE: SCTM#1000-38-06.07 �' 2).THERE 5 No WIMNTRA71ON OF WATER IN A CHANNEL OR GOP��O�,PQ 4y 4j� G ,,,�,(` OTHER DRAINAGE WAY ABOVE THE BARRIER. SLOPE MAXIMUM SLOPE 7 .�[�y / STEEPNESS: LENGTH(FT.) \7' H 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION. 2:1 50 �iC' 'y6� O W 4).LENGTTHESEHLMITS: ABOVE THE STRAW BALE DOES NOT EXCEED 4:1 125 OCINMUCTION PERCENT SLOPE LENGTH SLOPE SLOPE at) SA 175 2:1 so 25 RATTER THAN5:1 200 Q�� SITE PLAN O W 2).MAXIMUM DRAINAGE AREA FAR OVERLAND FLAW TO A SILT FENCE PRE ASSEMBLED 2.uz;1 40 so SHALL NOT EXCEED 112 ACRE PER Too FEET OF FENCE;AND SILT FENCE STRAW BALE AND SILT FENCE 3:1 33 75 3-1/2:1 30 too 3).EROSION WOULD OCCUR IN THE FORM OF SHEET EROSION;AND ��1 4:1 25 125 4).THERE IS NO CONCENTRATION OF WATER FLAWING TO THE BARRIER O ADJACENT ADJACENT WHERE SLOPE GRADIENT CHANGES THROUGH THE DRAINAGE AREA, CRITERIA FOR SILT FENCE MATERIALS �y TYPICAL RESIDENTIAL PROPERTY FLOW `� STEEPNESS REFERS TO THE STEEPEST SLOPE SECTION CONTRIBUTING 1).SILT FENCE FABRIC:THE FABRIC SHALL MEET THE FOLLOWING PROPERTY `{� 0,1 TO THE STRAW BALE DIKE. pp�UUh EROS1ION AND SE'DSS IMMEIT CONTROL PU BY N APPROVAL HOUSE FOOTPRINT �IV, THE PRACTICE MAY ALSO BE US®FOR A SINGLE FAMILY LOT ff THE H SILT STOP ♦ `� SLOPE 18 LESS TITAN 15 PERCENT.THE CONTRIBUTING DRAINAGE AUTHORITY,ACCEPTANCE.STA APPROVAL SHALL NOT CONSTITUTE D ONNRDE POST �' AREA IN THIS INSTANCE SMALL BE LESS THAN ONE ACRE AND THE FIELDA LABORATORY ACCEPTABILITY AND DEPEND ON IN LENGTH OF SLOPE ABOVE THE DIKE SHALL BE LESS THAN 200 FEET. MINIMIUM FIELD AND/OR LABORATORY OBSERVATION AND EVALUATIONS. �� FABRIC PROPERTIES ACCEPTABLE T57MMM NONTURF BUFFER AS DEFINED BY SOUTHOLD TOWN TRUSTEES: BACKFILLIV VIE ANY PERVIOUS MATERIAL ALLOWING FOR PERCOLATION OF SURFACE RUNOFF Ali C GRAB TENSILE 90 A"D1682 INTO THE SOIL. EXAMPLES INCLUDE: NATURAL VEGETATION, WOOD CHIPS, Y' STRENGTHObs,) MULCH, GRAVEL, AND SAND. FERTILIZERS MAY NOT BE USED WITHIN THE ELONGATION T so ASTMD1682 NONTURF BUFFER AREA. NATIVE SOILi MLRLEN BURST STRENGTH(PSn 190 ASTM D3786 PERMISSIBLE VEGETATION TO BE PLANTED IN NONTURF BUFFER AREA: PROPERTY LINE RECOMMENDED EVENLY SPREAD STRAW RECOMMENDED TOE-IN PUNCTURE STRENGTH Obs.) 40 ASTM D751 PERENNIALS: SHRUBS: • BLACK GRASS (JUNCOS Q PICAT) • MARSH E D BUSH (BRUTENSIS HAI.MIFOLIA) FROM APPROXIMATELY SLURRY FLOW RATE 0.3 SALT M ASS (A ST R (S ER TEA) MARSH ELDER (NA FRUGOSA) NS) W RILL WIDTH OF RIW PRE-ASSEMBLED SILT FENCE (9aIJmIN> • SALT MARSH ASTER (ASTER TEMARITIIUSME) + BEACH ROSE (ROSA RUGORA) (USUALLY 15) U S ST SIEVE • SEASIDE PLANTAIN (PNIUM CA MARITIME) • BEACH PLUM BLUEBERRY (PRUNUS MARITIME) r n EQUIVALENT OPENING 512E 40-110 CW_=1S • SEA LAVENDER ( (GERAR CAROLII IME) • LOW BUSH BLUEBERRY(V(VACCI M AU ORYM OSUM V / • PURPLE OR PINK(GERARDIA MARITIME) • STA BUSH BLUSMOOT Y UMACI(RH S SP) OSUM) ULILTRAVIOLETRIIDTATION • ARROW GRASS (iR T (SALIN MARITIME) • NORTHERN BA SMOOTH SUMAC(RHOS BP) 90 ASTM Cr26 • JOINTED GLASBWORT (SALICORNIA EUROPAFA) • NORTHERN BAYBERRY (MYRICA PENNSriVANICA) STABILITY(V•) • SALT MARSH FLEABANE (PLUCHEA PURPURASCENTS) • SHADBUSH(AMELANCHIER CANADESIS) 2).FENCE POSTS(FOR FABRICATED UNITES):THE LENGTH SHALL BE A SWRCHGRABS (PANICUM VIRGATUM) • ARROWOOD(VIBURNUM DENTATUM) O CURB At GUTTER MINIMUM OF 36 INCHES LONG.WOOD POSTS WILL BE OF SOUND NT HARDWOOD WITH A MIN CROSS SECTIONAL AREA SENSITIVB FERN EN(O )CLEA SENSBILIS ISSUS�INOUEFOIJA) SWEET E CC ) BUTTONSUSH (CEPHHALANTHUS ODENTAU QUALITY IMUM S) CITY STREET OF 3L SQUARE INCHES,STEl7 POSTS WILL BE STANDARD T AND LADY FEN ERN(ATHYRIUM FLUX F INNIAM WNr RRY(ILEX(iI.A VFF u OSECTION WE CHG NOT LESS 71NAN ILO PUNT PER LINEAL FOOT. • CINNAMON FERN (OSMUNDA FEMINA OMEA) • INKBE R Y(IL (ILEX VERTCILUTA) ROYAL FERN (OSMUNDA REGALIS) 3).WIRE FENCE(FOR FABRICATED UNITS):WIRE FENCING SHALL BE A • LUPINE (LUPINUS PERENNIS) MINIMUM I4.112 GAUGE WITH A MAXIMUM 6IN.MESH OPENING, • BEEBALM(MONARDA DIDYMA) OR AS APPROVED • JOE PYE WEED(EUPATORIUM PUPUREUM) STRAW BALE DIKE DETAILS SILT FENCE DETAILS • CARDINAL FLOWER (LOBELIA CARDINALIB) 4).PREFABRICATED 11PIIT5:ENVIROFENCE OR APPROVED EQUAL MAY • SWAMP ROSE (HIBISCUS PALUSTRIS) BE USED IN LIEU OF ABOVE METHOD PROVIDING THE UNIT IS INSTALLED PER DETAILS SHOWN. SPACING OF POSTS FILTER(LATH:FILTER X, BOUND BALES PLACED 2 REBARS.STEEL PICKERS OR TO BE 6•io FEET APART MIRAFI LOOK IN CONTOUR 2112'STAKE 1-1/2.2'IN I GROUND. STABTLQNKA T140N DRIVE STAKES RUSH WIDTH BALES. OR APPROVED EQUAL. 1,SET STAKES 2.EXCAVATE A 4"X 4"TRENCH UPSCALE SITE PREPARATION: 1). EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES, 1 1 rr ALONG THE LINE OF STAKES. CABLES IANDTPIPETHAT HAVEREA S CLEAR MARKED OR UNTIL VERIFICATION FROM UTILITY DRAINAGE AREA NO MORE THAN 114 AG PER f TZI 100 FEET OF STRAW BALE DIKE FOR SLOPES 2). CONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING O T WWW I I f I I LESS THAN 25%. I UTILITIES BEFORE EXCAVATION BEGINS. ANY DIGGING WITHIN 24 INCHES OF UTILITY MUST BE DONE BY HAND. I('�,, V U I� 4'MIN. } 3). CLEAR THE SITE S LEAST WITH -2O FEET (A APPLICABLE)HAULHE FROM THE FOUNDATION. �tOPERI v TnISTAI_t ED STRAW BALE ,L N A). CUT UP TIFFS(VERIFY WITH OWNER)AND HAUL THEM AWAY. D �-✓I / S). CHIP BRUSH. ��•111 C). REMOVE STUMPS AND HAUL THEM AWAY (Cross-Seftn) ) FOR ADDITIONAL STRENGTH FILTER FABRIC 4). RETAIN AS MUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIRONMENTAL M IN7I = CAN BE ATTACHED TO A 6INCH(MAX.)MESH QUALITY OF THE PROJECT SITE G rW-1 WIRE SCREEN WHICH HAS BEEN FASTENED IN A SAFE LOCATION WITH A FRONT FIND LOADER. S LP 9 2009 THE POSTS.(141/2 G0.6"MAX.MESH OPENING) 6). WHEN THE TOP BOL B PRESERVED,TILL THE BOIL FIRST,AND THEN REMOVE TO 1.Excavate the Trench 2.PLACE AND STAKE STRAW BALES. BACKFILLED TRENCH 4,BACKFILL AND COMPACT AS IBLE. SET BENCH O W \ 3.STAPLE FILTER MATERIAL TO STAKES �. FOUNDATION EXCAVATIONS SHOULD BE AS LEVEL POSE AND EXTEND IT INTO TRENCH. THE EXCAVATED SOIL. MARK PRIOR TO EXCAVATION. 7). OVER DIG FOUNDATION HOLES TO ONE PLENTY OF ROOM FOR A WELL-DRAINING® BLDF OUTH® TOWN OF SUTNOLD ANGLE FIRST STAKE TOWARD BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. PREVIOUSLY LAID BALE A), IF THE DEPTH OF EXCAVATION IS 8 FEET OR LESS,OVER DIG BY 3 4 FEET. S). IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED / W� OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR INSTALL SHORING, B). HILLSIDE EXCAVATION: EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USUALLY BACK TO A SLOPE OF 2:1 / ATTACHING TWO SILT FENCES WEDGE LOOS:STRAW FILTER FABRIC MATERIAL SECURELY (VERIFY GRASS, SS,TREES q BETWEEN BALES, FASTENED TO THE POSTS OR IF USED 8). PROTECT GRA99,TREES AND OTHER PUNTS WHENEVER POSSIBLE. THE WIRE MESH -•�a �� r .v SHEET ROW INST,AlUTION 10).CO NOT CLEAR DI EXCAVATE LARGE AREAS TOO FAR IN ADVANCE OF ` CONSTRUCTION: DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR (PERSPECTIVE VIEW) REPLANT AS SOON AS PRACTICAL y PLACE THE END ,'� x h„�,A ,�}" DRAWN:1V: G M: a' �: APPROXIMATELY 61Nf3NFS POST OF THE 11).LIMB EQUIPMENT TRAFFIC IN AND OUT OF THE JOB BITE-DO NOT DINE OVER j *' OF FILTER FABRIC MATERIAL. SECOND FENCE UNCLEARED AREAS. PROTECT UNCLEARED AREAS WITH SNOW FENCING OR OTHER BATES MUST BE IC#C GAPS TIGHTLY CbNNSTRUCTION SPECITCATIONS: MUST EXTEND INTO A INSIDE THE END BARRIERS. PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT T F' ""' ✓ NO TRENCH AND BE ANCHORED POST OF THE INJURY TO THE ROOT SYSTEM. IF A PERMANENT DRIVE CANNOT BE INSTALLED 1).,BAL6SLNLBEPLACEDATTHETOEOFASL()PEORONTHE WITH COMPACTED84QI7LL FIRST FENCE BEFORE CONSTRUCTION BEGINS. A TEMPORARY GRAVEL DRIVEWAY SHOULD BE • �s Yf^ SCALE: 1/4MI-1T^EMT ABUTTING WIN IG CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING MATERIAL 0,'w' rya•> ,-'�•,T^ 6 \ ' INSTALLED WHERE VEHICLES ENTER TH JOB SITE. ♦ THE ADIACENT BALES. CONSTRUCTION SPECIFICATIONS:®\ ROTATE BOIH POSTS j �® ♦ 2).,EACH BALE SHALL BE EMBEDDED[N THE SOIL A MINIMUM POSES:STEEL EITHER AT LEAST 180 1).WOVEN WIRE FENCE TO BE FASTENED SECURELY TO e - Y i 4 INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL "T"OR"U'TYPE OR QOCKLA'LSE A R. n fi ) c) DEGREES IN Y MAX. A FENCE POSTS WITH WIRE TEES OR STAPLES. 's}°''T e: DEC ER 8 2008 �j rX2"HARDWOoo DIRECTION TO a+ .SF. 4'4'F ® 3)..BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO RUNOFF CREATE A TIGHT 2).FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN SHEET NUMBER �® STAKES OR RE-BARS DRIVEN THROUGH THE BALE.THE FIRST SEAL WITH THE WIRE FENCE WITH TIES SPACED EVERY 24"AT TOP \� STAKE IN EACH SATE SHALL BE DRIVEN TOWARD TIE PREVIOUSLY FABRIC MATERIAL AND MID SECTION. LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER STAKES T SHALL BE DRIVEN RUSH WITH THE SALE. 3).WHEN TWO SECTIONS OF FILTER(LOTH ADJOIN EACH • � DIRECTION OF RUNOFF WATERS 4)..INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL 161NCFIES OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES zgp N R�W AND FOLDED. :.>,. j f BE MADE PROMPTLY AS NEEDED. N•) DRIVE BOTH POSTS APPROXIMATE I I ABOUT l INCHES 4).MAINTENANCE SHALL BE PREFORMED AS NEEDED AND S).>BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR 4"X 4'TREND( c j;�L_/ INTO THE GROUND POINTS A MID BE HIGHER THAN POINT B MATERIAL REMOVED WHEN'BULGES'DEVELOP IN THE 3.BACKFILL AND COMPACT THE USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM RAW OR L AND BURY FLAP ATION SILT FENCE, EXCAVATED SOIL. DRAINAGE DRAINAGEE EVAII (FRONT ELLEVN) ATIOON) A- 1 C:\Documents and Settings\User\My Documents\AUTOCAD\MKS\EREY&BENGOLEA\ERAY&BENGOLEA-NEW.dwg,PLOT,9/9/200910:35:57 AM,1:1 II � 1