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TR-8476A
John M. Bredemeyer III, PresidentO��gVFFQ(,�-moo Town Hall,53095 Main Rd. Michael J. Domino, Vice-Presidents Gym P.O. Box 1179 James F. King H Southold,NY 11971 Charles J. Sanders 4¢ �� Telephone(63 1)765-1892 Dave Bergen ��l Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE-CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pre-construction, hay bale line 1St day of construction Y constructed Project complete, compliance inspection John M. Bredemeyer III, President �*rjf $�(/jiyQ Town Hall Annex Michael J. Domino,Vice-President �� l0 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee 'Q Telephone(631) 765-1892 lif'evntM, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 8476A Date of Receipt of Application: July 25, 2014 Applicant: Roy & Joan Berman SCTM#: 31-18-11 Project Location: 520 Rabbit Lane, East Marion Date of Resolution/Issuance: August 20, 2014 Date of Expiration: August 20, 2016 Reviewed by: Board of Trustees Project Description: To raise the existing 10'x24' utility building to +/-4' above grade. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of.an Administrative Permit allows for the operations as indicated on the site plan prepared by D.A.K. Associates, LLC, last dated May 12, 2013, and stamped approved on August 20, 2014. Special Conditions: None Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit.will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees x x ' 3 f � e - s .y" `,�tis�'4' r?'� %"' ♦ ♦ �R a f..'S ..5�,,'�'`4, y�_ ° ,..� t F, Yxae �-�,��'� v mom F-7 7"- Roy&Joan Berman d •iL+ ' 4' 520 Rabbit Lane,East Marion CTM#31-18-11 ' 4. a a ! /13/14 f+ .: �`.� „V&;.'7s" `l'. John Bredemeyer, President �og%JFFn1. c Town Hall Annex Michael J. Domino, Vice-President °° °°y 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanderss Southold, NY 11971 Dave Bergen y�yo! ,F �a°! Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Work Session Report Date/Time: ` _ Thomas Sanders on behalf of ROY & JOAN BERMAN request an Administrative Permit to raise the existing 10'x24' utility building to +/-4' above grade. Located: 520 Rabbit Lane, East Marion. SCTM# 31-18-11 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No + Not Applicable Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: Conditions: eja4 d2' Present Were: J. Bredemeyer--V/—M. Domino L d/King `C. Sanders tom. Bergen Bay Constable Other Form filled out in the field by Mailed/Faxed to: Date: FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-22391 Date JUNE 15, _1993 THIS CERTIFIES that the building ACCESSORY Location of Property 520 RABBIT LAND EAST MARION, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 31 Block 18 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 14, 1992 pursuant to which Building Permit No. 20895-Z dated AUGUST 18, 1992 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 ALTERATION TO EXISTING NON-HABITABLE 10' x 24' ACCESSORY ONE CAR GARAGE AS APPLIED FOR. The certificate is issued to ROY & JOAN BERMAN (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL NA UNDERWRITERS CERTIFICATE NO. N-253087 - OCTOBER 8 1992 PLUMBERS CERTIFICATION DATED JUNE 1, 1993 - KING PLUMB. & HEAT. INC. Rivfl ding Inspec or Rev. 1/81 V Cl� �' F� � `'I JUL 2 5 2014 y a —:=—,• _ i ' f 4� 81�lD°" 'i _ - Ir C IF !, JUL 2 5 2014 ---------------- �aUl 8FF eEc.Nq.as 1%uE —mc NO.Oa WTCN UNE ♦e. 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OFiP,i � TNONI]v wtva ) 1© a j. .1 '12 i M° • 4y, ^' < MARION DIKE e i S0 as y' �0. � ♦ C 9 ' e10 • 'C O ° 4 ♦e 13 x1e '& • C ♦ Tr NA e � \ • 9 sc•EE,4,w I a e `` MAR KMI LAKE 1 Fp1 aLl Np t1G ^+ ry 2. / ��Tu,WoMOIO 3tWc1 ® + fOt FCL W , ea }°2� ,p ,�,° ^ +, •i a QO. 2 SEE SEC NO x� BwuN t0 ^ ' OJP@-1A � f aNF]/FwwtL � ♦♦ M1 .a / •f m M1 � 'Y/ i zl �- B r pN ,y r qj B rec w � i L Nonce COUNTY OF SUFFOLK © N @ ff SOUTHOLD SECTION NO E --�— 1311 O2 W --.-- --T-- Real Property Tax Service Agency : m o 31 O ... a .. }1N – —__— o..,. --.-- .mow•—+-- y. 10 F m rwct r0 00 YRO•ERTY atnv OFFICE LOCATION: p���F SyOl MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) G Southold, NY 11971 �p Tel 631 765-1938 Q Fax: 631 765-3136 �y00UNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees AUG 2 0 2014 t From: Mark Terry, Principal Planner LWRP Coordinator Date: August 20, 2014 Re: Proposed Transfer and Administrative Permit for ROY &JOAN BERMAN SCTM# 1000-31-18-11 Thomas Sanders on behalf of ROY&JOAN BERMAN request an Administrative Permit to raise the existing 10'x24' utility building to +/-4' above grade. Located: 520 Rabbit Lane, East Marion. SCTM# 31-18-11 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS items "II" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins,jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); The building is being raised to mitigate flooding hazards and storm surges. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney John M.Bredemeyer III,President �*rjf S��jjLO Town Ball Annex Michael J. Domino,Vice-President h0 lQ 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold, New York 11971-0959 co Dave Bergen,Trustee Q • �O Telephone(631) 765-1892 .Charles J_� Sanders,TrustO l� �+ Fax(631) 765-6641 ee L`.,Al �OUNTI,� �J! JUL 3 0 2014 i! BOARD OF TOWN TRUSTEES JJ� TOWN OF SOUTHOLD TQ;, SoutholdTown Building Department Re: Verification of Building Department Permit Requirements SCTM#: '-- ��I Property Owner Name: 8 + Date Sent to Bldg. Dept.: 2 1,36/1 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO ill the proposed project require a Building Permit? Will the proposed project require a variance determination from t oning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: _/w Signature of R viewer Date � of soy � John M.Bredemeyer III,President �� �if� Town Hall Annex Michael J.Domino,Vice-President ,`O lO 54375 Main Road P.O.Box 1179 James F.King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q Charles J.Sanders,Trustee '0 • Telephone(631) 765-1892 ly`,oU ,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only _Coastal Erosion Permit Application/ _Wetland Permit Application V Administrative Permit _Amen dmen t/Transs r/Ex nsion /Received Application:_/12b/14 �ceived Fee:$ 9 _Completed Application _Incomplete _SEQRA Classification: Type I Type ll Unlistedf _Coordination:(date sent) J U L 2 5 2014 �/ WRP Consistency A--P-sment Form CAC Referral Sent:_ ate of Inspection: B;;r„,_•„ ;,,., .,,.__.� _Receipt of CAC Report: _Lead Agency Determination: echnical Review: _Public Hearing Held: Resolution: Name of Applicant (ZD`1 �Sao`'�' �-c-r r” Mailing Address 9�o i-'1 o b('Z--1 Com-- `' f"� ' �-°`"""' Y"� �f PhoneNumber:(670 GZO Suffolk County Tax Map Number: 1000 - 31- 19 Property Location: '"o Q_&I 6 V- t- (provide LILCO Pole#, distance to cross streets, and location) AGENT: :14-'_ 1�p_t4 Sid_0_13 (If applicable) Address: ►"��� ®jw,L Phone: ?3 `I Y6 1 �ard of Trustees Applicatio GENERAL DATA Land Area(in square feet): (o Area Zoning: a 1� Previous use of property: (2-Gf�r� � Intended use of property: lzu`J Covenants and Restrictions on property? Yes ✓ No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes ✓ No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes v/' No Does the structure(s) on property have a valid Certificate of Occupancy? Yes No Prior permits/approvals for site improvements: Agency Date in 0�4d- to- 18- 91 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? V'/ No Yes If yes, provide explanation: Project Description (use attachments if necessary): KcA,Lf C, G��S -> B1#d of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: 4.0 '4" 6u6 o,< r(.1WA r�� Area of wetlands on lot: square feet Percent coverage of lot: ��Z % Closest distance between nearest existing structure and upland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? ✓ No Yes If yes, how much material will be excavated? d cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): 6l 7.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part l -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part l based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part l -Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): �►`� (2-C,b b, T L 4'l—,C s Brief Description of Proposed Action: 1 1 VA G rS�-r rr—A L Name off(Applicant or Sponsor: Telephone: Y6` _Ij-7;J, E-Mail: sPe,� y & Address: ,�-- ;), G L(kl City/PO: State: Zip Code: e_'V-J'.0J cr c N �'. l + 93S 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? d F1If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ 3.a.Total acreage of the site of the proposed action? �0 6 D acres b.Total acreage to be physically disturbed? acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? "360 60 acres 4. Check all land uses that occur on,adjoining and near the proposed action. _/ F]Urban [—I Rural(non-agriculture) [—]Industrial [—]CommercialJ esidential(suburban) ❑Forest ❑Agriculture E3 Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ 2 ❑ b.Consistent with the adopted comprehensive plan? ❑ Z ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ ❑ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: F-1 ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? M ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ (� 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ (�j 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? � ❑ b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? F171 ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline E]Forest ❑Agricultural/grasslands E3 Early mid-successional ❑ Wetland ❑Urban [Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? a 16.Is the project site located in the 1.00 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ' a.Will storm water discharges flow to adjacent properties? E NO YES ❑ b. Will storm water discharges be directed to established conveyance systems( ffa Ra storm drains)? If Yes,briefly describe: NO YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO I YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/spon AAr name: s J J Date: 7- 13—/H Signature: / S Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part l and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning © Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? El 3. Will the proposed action impair the character or quality of the existing community? ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the El of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? L"J 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, �j� ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees / Ld j V Name of Lead Ag y Date wt f~K, President Print or Type Name of Responnsibl fficer in Lead Agency Title of Responsible Officer Signature of Respodsi6le Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Bod of Trustees Application County of Suffolk State of New York BEING DULY SWORN DEPO ND AFFIRMS THAT HE/ HE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. S' ature of Property Owner SWORN TO BEFORE ME THIS_ DAY OF 111, ,20LC� !11c fiJselltii s,4 .7 e X�Ji.vS Uci LU B(#d of Trustees Application• AUTHORIZATION (where the applicant is not the owner) I, A6 c4 (� r�n residing at xJaO RQ 1oto r f Q'Kk. (print o ner of property) (mailing address) g ft r dA A)./, � (q 3�j do hereby authorize '(0 v rZY S I Co M fru Cto r- (Agent)(Agent) to apply for permit(s) from the Southold Board of wn Trustees on my behalf. (Ow ' signature) APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. JJ YOUR NAME: SCCJ-e _s rho/LcO (Last name,first name,Viddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the.other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 3 day of _4u�Z 204 q Signature�(� Print Name ' 1%oµas Sc-W d r rf Form TS 1 Town of Southold • • LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION n� +� SCTM# I - - iL JUL 1 8 2014 PROJECT NAME Q�Ct%,5 t - The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: ❑ Nature and extent of action: _ Q.60 v-t 9 reJ GG►G� d r► C D� ,c► CTS Location of action: 5'2 �"'`� • Site acreage: 0&0 Present land use: Rr,5cdt,4T , J Present zoning classification: A 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: (b) Mailing address: (c) Telephone number: Area Code( ) (d) Application number,if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No❑ If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No 1� Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ElYes ❑ ro No tY.l Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ LTJ Yes No Not A*able Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No Zf Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Q Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YesO No LA Not Applicable Attach additional sheets if necessary WORKING COAST POLICIO Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No E?(Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No oNot Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No U Not Applicable PREPARED BY TITLE DATE GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, ANDC 0 N T R A C T 0 R N 0 T E S - - --- -- -- �`- - REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: EXT =111110- 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: D ■A■K ASSOCIATES 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A residential d,commadal design•engineering•consulllrp B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506ManStreef phone: (631161-6011 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. I WeftffIPtWBeaCKNew York 11918 fox 1631146-M FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. EMd: CAmIB888®a01.00111 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF5. Erect E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. and brace trusses in accordance to truss plate institute recommendations. oserboaKAim aicsMwnociates.LLC•ftwmedy EW End Dedon Associoros,uc BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing.AND & USE OF DOCUMENTS: G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. AT ALL TIMESThese drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports CONTRACTOR, , TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporationtherein,or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER, 7, All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. p p (. ) # 3. DUST CONTROL: o others or used in connection with any work or project other than for which they have been 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepare without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR E 1,600,000 PSI OR DURING THE EXECUTION OF THE WORK. = Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. ACCUMULATION. 9. Design values: P` t1�OD ED BY HALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): 7. PLUMBING WORK S , THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS INSPECTIONS AND REQUIRED SIGN OFFS. E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: , ` . AD`'OF 'TRUSTEES. Fv = 285 PSI -y ► `OF SOUTHOLD 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. DEERKOSKI,ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM I & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE RESOLUTION. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT IOR OTHER GOVERNING RE&ULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THEE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY i HE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD ROOF DRAINAGE CALCULATIONS: SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MEN T REQUIRED HAZARDS CATEGOFRY 20 Ibs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C ROOF AREA = 2282 sq/ft DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS U = A x R x c (in pounds per square foot) 3 sq/ft USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD NOTE: Bottom of Lowest Structural Member R = 2'4 RAINFALL = .17 ft USE OCCUPANCY EXTERIOR BALCONIES 60 1011 C = COEFF. = 1.0 RESIDENTIAL R-3 DECKS (f) 40 10 under the AccessoryStructure to be at Elevation 8 -0 V = 343 x 1 x .166667 = 57.17 c.f. • TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 57.17 CU. FT / 22.34 CU.FT./ VERTICAL FT. = 2.56 U.F. TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 USE (1) 6' DIA. POOLS S-0" DEEP = 67.02 C.F. V B ATTICS WITH STORAGE (b,e) 20 10 ALL LEADERS ON ADDITION TO BE PIPED TO NEW PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS40 10 6' DIA. x 3' DEEP LEACHING POOL WITH TRAFFIC BEARING COVER, HEIGHT FIRE AREA BERMAN SLEEPING ROOMS 30 10 THIS IS A PRE-EXISTING STRUCTURE WITH NO GUTTERS. HEIGHT BUILDING. STAIRS 40 (c) 10 ALL ROOF RUN-OFF IS CONTAINED ON SITE AS IT RUNS RESIDENCE THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREAOFF THE ROOF ONTO THE SAND AROUND THE BUILDING. THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE = 15'-4" 520 RABBIT LANE AS PER SECTION 502 OF ROOF 30 10 THE BUILDING CODE OF EAST MARION, NEW YORK NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- _ TOTAL HEIGHT FROM RIDGE To GRADE 16'-10" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. E CA b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. -h LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER J L 2 5 2014 B DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. r ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN �{+' ACCORDANCE WITH SECTION R802.10,1. GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SET: ISSUED FOR: DATE: MINIMUM SPECIFIED AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT NA SEVERE (b) FIRST FLOOR 343 sq. ft. SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE AL: DATE: LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME MAY 12, 2013 BALCONY NA ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT No: GRADE, EXCEPT GARAGE FLOOR SLABS ATTIC (HOUSE)(b) NA © COPYRIGHT 2011 DAY ASSOCIATES LLC. 959-2013 GARAGE NA NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS NO SUBSTITUTIONS DRAWN BY: All Framing Hardware Shown on these Plans, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. UNDER FEDERAL COPYRIGHT LAW. OF NEH, BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, I Simpson Strong- �� �p CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT 1• DEE SCREENED PORCH NA ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Tie. No Substitutions are Approved or Authorized. 5 R� WRITTEN AUTHORIZATION. on JJD EASTERN DECK NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF >� ! ct SHEET NUMBER: WESTERN DECK NA PORCHES, CARPORTS AND STEPS EXPOSED TO 3,500 (d) Due t0 the Relationships of Framing Hardware LU p g D.A.K. ASSOCIATES, LLC. ���;, '� THE WEATHER, AND GARAGE FLOOR SLABS SHEATHING NOTES: to the other Components of the Structure, anyI,, . FRONT PORCH 69 sq. ft. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framin Hardware Substitutions will Render s G1 SIDE PORCH ADDITION NA g PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Fo z• & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the A - 072 POOL HOUSE CABANA NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for RIFE 0� UNCOVERED ENTRANCES NA (a) AT 28 DAYS PSI � g P Y Acceptance of these drawings does not authorize the right to build without (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance: of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. B NUMBER: F (a) WITHOUT STORAGE 1 SHEATHING TO BE NAILED TO CCA SILL of Health Services, Town Building Departments, DEC, FEMA, etc. (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT To FREEZING AND THAWING DURING ( ) (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, P (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 4 SHEATHING TO BE NAILED TO TOP PLATE construction. ® D•A•B ASSOCIATES,uc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. ( ) 4 SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION DOUG-FIR LARCH / SO. PINE UPLIFT USE A MINIMUM OF MTS 2 0 L T S 2 0 TWO 8d NAILS THIS FASTENERS ALLOWABLE LOADS 1 .2 LOAD SIDE OF TRUSS. MODEL GAUPLIFT UPLIFT LATERAL WITH (133/160) 8dx1J" CODE TOTAL FOUR N0. TO TO TO AVG NAILS REF. 8d NAILS RAFTERS/ ULT. TRUSS PLATES STUDS (133) (160) F F2 (133& INTO TRUSS ° ---------- FIR STU - 160) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION _ _= SIMPSON PROVIDE (1) HGAIOKT ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND TAKE-UP WASHER SIDE OF CEILING JOIST D A K ASSOCIATES LLC PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAFTER o e i- ' mddenlld de commercial design•engineminp•cortsulling H6 16 8-8d 8-8d 3983 915 950 650 5, 44 'i_ DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) °N _ MODEL GA (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Bd NAIL I� °° ARTJ'x12 TWO • ' 506 M*street phone. (631)161-6011 N0. MAX. CLEAR ULT. LFTA LFTA REF, INTO WI °pO ' . '• ' DTH SPAN L QTY DIA 1 2" 2}" 3' 3PLATES o " 1�" 2" 2 " 3" 3�" o EIGHT L Wesfhampton9ea( ,New Yark 11970 1(X (631)466.3354 8d NAIL �• LFTA 16 2}" 17" 38 "16-10d - 4200 1205 1400 5, 44, 85 INTO S P 4 STUD DOUG-FIR LARCH / SO. PINE ° Deedooft Arte 3 KOM ASsoctates•LLC• East End Assodotes,LLC OWNERSHIP & USE OF DOCUMENTS: FASTENER ALLOWABLE ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 1j" CODE °° NO. ULT, REF. °o 10d 1O x 1�" r(133 / tso) (133) (160) LFTA LSTA21 These drawings and specifications including the ideas, design and arrangements represented MTS16ao therein, are the property of D.A.K. ASSOCIATES, ° o LLC. No part thereof shall be copied, disclosed 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 � ° t0 others Or used In connection with any work MTS20 O or project other than for which they have been 20 14-10d 14-1Dd x 1 3116 1000 840 1000 3, 41, 128 ° ART "x12 °° prepared without written consent. Simpson Strong-Tie 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 °° HGA10 CNW- DOUG-FIR-LARCH COUPLER NUT DETAIL, "E" TYPE OF DIRECTION SO. PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF. Equal number o f NO. TION FLOOR ROOF (133/ o° specified nails in ( 15 (125) Iso each end Simpson Strong-Tie DETAIL "K" G 515 645 670 I LTP4 5 J 515 645 670 6, 39, 97 C S 16 H 515 645 670 DETAIL "H" MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOEDOWN HOLDOWN ART •x12 DEFLECTION MODEL STUD DEFLECTION CODE MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. N0. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE STU 5,,GA HB SB W H B SO CL DIAS'6 LOAD DESIGN �SIMPSON DESIGN oQo QTY DIA 1J" 2" 2 " 3" 3}" 5}" LOAD WHEN RAISED OFF ° THE SILL PLATE TAKE-UP WASHER HD2A 16 12 48", 24" 21" 8" 1 24" J" 14" J' 2 1?' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° 0 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS ° NO. T AVG OF / SP CODE W L STUD PLATE ULT. (133)2 (16 0)2 REF. ART8 X12 SP4 3A" 7J" 6-10d x 1j" 2917 735 885 7, 40, 127 m MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA W L NAILS FLOOR000) (133) (160) REF. °o LSTA21 6- 20 1 " 21 1TO-d- 905 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE °o WORK NOTES: NO. GA W L NAILS FLOOR (133) (160) REF. o MSTA 4 18 1 24 18-10d Simpson Strong-Tie 1025 1370 1640 7, 40, 90 L U S 4 6 TOTAL MODEL L FASTENERS z TENSION LOADS NAIL CODE NO. (LENGTH END GA CUT LENGTH (TOTAL) SPACING REF. (L ROLL (133 / 160)2 °c. HD2A IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1650 2J" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL HEADERS ON. DOUG-FIR LARCH SO. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE REF. BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 1od 1sd ULT. (133)060) tad 16d 10d 16d 1od 16d ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 4, 4J" 2 4-16d 4-16d 6076 1140 1160 - 1000 1150 1250 7, 40, 127 HUS210-2 14 3 9j" 28_16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122 DETAIL "I" SI-U 8,, - DOUG FIR LARCH/SQ. PINE ALLOWARLF I DADS ARTJ"x12 MODEL FASTENERS UPLIFT LATERAL CODE NO. GA AVG UPLIFT (133/160) REF. SIMPSON ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F 12 KE-UP WASHER IO HGAKT 14 4-SDSJ"x1}" 4-SDSJ"x3" 1523 435 435 1165 940 160 UM TWO 8d NAUSE A ILS TOHIS S P 4 C N W- SIDE OF TRUSS. CNW- COUPLER NUT TOTAL FOUR /• 0 SE A MINIMUM OF COUPLER NUT rJ - 8d NAILS TWO 8d NAILS THIS S P 4 STU 8 SIMPSON 7 INTO TRUSS SIDE OF TRUSS. MTS16 MTS16 STU '- LSTA21 TAKE-UP WASHER • TOTAL FOUR �. ® TAKE-UP SIMPSON DWASHER SIMPSON 8d NAILS HD2A INTO TRUSS LSTA21 Strong-Tie HUS210-2 0 TWO F1 6 AIL TO �' PROJECT: PLATES °°o EIGHT TWO 0 8d NAIL 8d NAIL ° INTD INTO DETAIL A i STUD Simpson Strong-Tle PLATES °°o° " " i ® I I gTT ANCHOR BOLTS H7 EIGHT BERMAN 8d NAIL INTO o DETAIL 1011 ��rr STUD H7 pson Strong-Tie � DETAIL "t7" DETAIL "J" RESIDENCE Simpson Strong-Tie EFTA ROD SYSTEM LFTA LFTA 520 RABBIT LANE BP EAST MARION, NEW YORK INSTALLATION INSTRUCITONS DETAIL DIAGRAM MODEL 1540-510 Smart\VENT &DETAILS Smart�� DUAL FUNCTION FLOOD AND VENTILATION VENT a77-4411- MODEL 1510.510 en-441-SM www.smart4vantoom DUAL rvxcnON FLA)OD AivD VENTIL TION Vmvr wwwAmartve tt.com 16 1/4' R/0 ssv.slsa0 DP DWAiLAT1W HOOT ersoPa TOPSTRA AND SLDrs INI TWO DRAWING TITLE: TTVD IOTT[X L X01"r�°00•�Yr���R ,1011E•��°� °+•���•W AMONATICALLY[FEN SAND ECLOSE LITH LTP4 =Aep..EadA0T0 u>n•.wya2s•Wt,wr°D••I•r( I wt.u.a I IIDr ta.>a erw..e IlewriRl..4Ir T� ATWE.NO ELECTRICITY IS SIM P S O N W I N D L OAD RML/10NI.EI.I..D.r.IrroM.rrliw OWL RE CHARTS & CALCULATIONS I•• 43..:irw��sE... .sw...00err:orrt.�.o.r..E�.�Eo.» .�.br�Ieb_DEr TI.D RI4�E�T.rA1�TIDlYr.A/1.�RATD61'AQa MIESIEM LOCATION 3. D'LANDE) LTP4 a r..Er..Eti.rrr. Ir.e.er*.rp�a.�tYrrerr.a.°rr.a DETAIL 1111 r.rre._wda,�I.err.wrTl.ne...rs.e,.rsr.�.R�rrw.I.E.Rn.» LTP4to 8*"M"H ... R.yr..IT9." r*.r.u.we.�rr.ewr..e.�rv.s r.ire�yp.orr FLDtt SLEEES �.E�D. e. �,r�.eo<r,_��,r0�_EI.�,.D._..�. STRONG-TIE DETAILS a tI..NIL..r�t..�.e.Ior_41..OFYd,.E� ,•.wiEDw.amu~tLw�wy" I rbod-1fdocor N._d.�1r%*(..a.�I.4.p_r�0@rl.r. STRAPS INSTALLED FIGURE I rw a TDP TWO ON F VitriV SET: ISSUED FOR: DATE: VENT DDTTDN DETAIL "'C" to TROD.raRRrwerC..0_r�lYr�DEer01E.+R,.rr T�I..nrrr r�OReEE_O.�rrI.4 Du 7r DETAILED SIPECIFICATIONS, I MATERVL•SFNNLLESS STEEL VENT Simpson Strong-Tie OPERATION FL0000 A MAINS C NDN-POWERED ED UNION AND OPERATION FIGUItF3µn d NpS vEM REMAINS CLOSED AND LOCKED UNTIL ACINAiEO Vl\61, ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY DPERATIDN AN iNRpMnC LIDAERS TULLY OPEN AT TS DEC.FULLY CLOSED AT W DFA.NO POWER REWRED FIGURE � .W.I FIGURE 3 iTpNALDiAOROME as Floor-to-Floor Connections ��^^�° EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SECLVRm W/A SVMESS STEEL SIMPS SUPPLED Side View NYgIDSTATIC ft6lS%.. 9a.R P- :V REQUIREMENTS 51 SµN.INI UM NOTE:VAPOR R SNIORCL ALLOWS FDR UNTED O AT ILEAST REOUIRFNEID9 iR000t YRI.MIY OF Z VENTS PER FWGDSFD AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS s`"""�"•�"°' SHEATHING NOTES: FxTENNDR PONDDt COATED WNDG YMFAT,OMY�AND BIACN (AVAEABLE) STRAP DS'1'A]L 80' AD,Iy. .�a v.•1• INSURTCETHE MEC CLICNRlLATIO. ---� 7-441-836. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST INSURE SST C CK INLTIGHT ;a 677-441-6368 � '�"` ®" �� TM SEND �"" M"`•"°� "x-510 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SUITOW 6DOCCIIMM-111I-0I,MC!!6a]QC1(7)A8C67{OS acse�ssAT• - -� IsaD-SID :' FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. SEAL: DATE: IOC 1H,V.OA�,OD,. LTP4 DETAIL "B" MAY 12, 2013 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT NO: Simpson Strong-Tie (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 959-2013 Floor-to-Floor Connections (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: (4) SHEATHING TO BE NAILED TO TOP PLATE of NEW), BDK NO SUBSTITUTI❑NS �P� �• DEEl?S-°-Py- CHECKED BY: JJD SHEET NUMBER: All framing hardware shown on these plans, - LLI unless otherwise indicated, is Simpson Strong-Tie: U No substitutions are approved or authorized: ,071 G2 Due to the relationship<s of framing hardware to AROSE S\4� the other components of the structure, any framing DOB N`dmbt : F hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI P assuming responsibility For the design and ® D•A•B ASSOCIATES,mc performance of the entire system: REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS ---------- -� ---------- --------- D e A e K ASSOCIATES realdenlld &commercial design•erwineering•consuming 5D6 Mdn Sheet phone: (631)161-6011 Westhampton Beach,New York 11918 tmc (6311466-3354 94 CATM88@00LCOM D80100 ti,Arm a KM Associates.LLC" Exist End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. EXISTING EXISTING HOUSE HOUSE Catwolk to be Centered on Door WORK NOTES: l� l 1,D 10 I I \ CU I 0 1 1 0 1 I� I� 4' _ J-2'� J —2'� IT I'-14" ' 114" iICO ID C) 4co OD F —ca 2x6ACQ I � CU I 0 1 FI r Joists-116"ocCD . iu L _J 6g„ 1' 4'-114„� 1I00 Ri mico �� �� CY —ICO CU CU 9 , jos �2 N 1 I �2„ _ cu 1 _ J v 4x irder 0 J O I o -'l rilV = J Lf7 O _a `n — r 2'— D F� n •12 o 9 „-118 N 16 1 I 1 10 J _ _ 4x8 ACO Girder 0 1 `' 1 ItE 1 �L — J IN L — SEE DETAIL 'A” 4_'PAGE A301 L — J L— — 2 N6" SEE DETAIL "A" 2 x 6 Floor Joists - 12"oc. AC PAGE A301 1 Un'* SEE DETAIL "A" 1 2 x 6 Floor Joists - 12"oc. = 2'-3" "� I /I l PAGE A301 r- d 3 i (2)4x8 ACQ Girder I (2)2x6 ACO Girder i AC (2)4x8 ACQ Girder I 3, 3 Platform I I , I t r , r , I I PROJECT: BE RMAN I I 2 x 6 Floor Joists - 12"oc. A A A 2 x 6 Floor Joists - 12"oc. ( RESIDENCE A A A � � 2 4x8 ACQ Girder � � cMv � � G�f (2)4x8 ACQ Girder I 3' 3' ( } JL _ �( � I I 0 RABBIT LANE EAST MARION, NEW YORK SEE DETAIL"B" 1 ) I 1 I i I I i 1 PAGE A301 � � SEE DETAIL B 0 I I O I PAGE A301 SEE DETAIL 'B" PAGE A301 L _ J L _ J L _ _ J L _ _ J --1 2 x 6 Floor Joists - 12"oc. I , (2)4x8 ACQ Girder r\ DRAWING TITLE: i I ' (2)4x8 ACQ Girder ' I I r 1 r 1 I 2 x 6 Floor Joists - 12'ac. PLAN AS NOTED I I 1 0 1 M 1 0 1 10 1 —;e C L _ _ — J L _ _ J 12"Sona Tube with (4)#5 Vertical Rebar L _ _ _ J L _ _ _ 12" Sona Tube with (4)#5 Vertical Rebar SET: ISSUED FOR: DATE: 1, 1, with #3 Rebar Stirrups @ 6"oc. on a I� I� with #3 Rebar Stirrups 0 6"oc. on a 10'-1" 36"x 36"x 12" ch W Ftg. with J�3'� �3'�+' 36% 36% 12" Conc. Ftg. with (7)#5 Rebar Each Way. (Min. 36" (7)#5 Rebar Each Way. (Min. 36" Below Final Grade. 8, Below Final Grade. 00 SEAL: DATE: MAY 12, 2013 BUILDING LOCATION PLAN PROJECT NO: FOUNDATION PLAN 959-2013 SCALE: 1/4"= 1'-0" FLOOR FRAMING PLAN DRAWN BY: BDK SCALE: 1/4"= 1'-0" SCALE: 1/4"=1'-0" F N E W r0 CHECKED BY: Cl) P� S S,DEER�O��* JJD Q t� � SHEET NUMBER: © COPYRIGHT 20113 D.A.K ASSOCIATES, LLC. E:i LU z ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `" - fz� ' A101 UNDER FEDERAL CiOPYRIGHT LAW. 2�F o 0' PLANS MAY NOT K REPRODUCED WITHOUT BAR 07- aNP WRITTEN AUTHORIZiATION. Acceptance of these drawings does not authorize the right to build ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF without the authorization of local governing agencies, such as NUMBER: F D.A.K. ASSOCIATES, LLC. Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI P, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Departments, DEC, FEMA, etc. Verify all conditions, codes, and PLANS IS LICENSED) EXCLUSIVELY TO THE BUYER. requirements with such agencies prior to construction. ® D•A-t ASS0(7 M nc REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS --- --- ---------- --------- I F D -A o K ASSOCIATES roc r"dlenW 6 corn1l WN I dedpn"eWneWno.conxAkV M6Mdnsiat phone: (631)767-6071 Westhampton Beach,New York 11978 fmc (631146-3W &W: CMTffl 8@ao MM oea�ooald,Arm a Kerr Awdares,LLC" Ecat End=Anocra lm,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. T T D 0 -I(U O 0 U7 ~ ay.9.25 O%d k—"Sh&c FW"Floor) ¢v.(V-91f) ¢v W(Nous FW"noon) ¢Y.9Ad'(Top N AMOM7 SWM$AnW) ¢Y.(9'-2C ¢Y.9.1(TW d k=M 9na9n affi r)1 ¢v.(e-7f4)¢Y W(x""FW"N.) ¢v.(8'-7V) ¢Y.0.E5(ean FWM noon) - ¢¢(K-E1 ¢v.aE IT"d C"colu Pb) ELY.(9-o7 ¢v.0.0 WORK NOTES: . ¢Y.(d-) ZK IEE ¢Y.(E'-E1 A" ¢v.( 7 EAST ELEVATION_ NORTH ELEVATION SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" PROJECT: BERMAN RESIDENCE 520 RABBIT LANE EAST MARION, NEW YORK DRAWING TITLE: PLAN AS NOTED SET: ISSUED FOR: DATE: AC Unit SEAL: DATE: MAY 12, 2013 PROJECT NO: 959-2013 DRAWN BY: © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. pF NEW y BDK ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �Q �. DEER�ro��i- CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. s * JJD PLANS MAY NOT BE REPRODUCED WITHOUT w SHEET NUMBER: WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � A201 D.A.K. ASSOCIATES, LLC. Z�Fa �7� w= WEST ELEVATION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEOFESS�� °R N PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. SCALE: 1/4"=1'-0" B NUMBER: Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A->K ASSOCIATES,uc agencies prior to construction. 0 REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS CLI EDGE OF FOOTING #5 REBAR IN FOOTING (E.W.) oo _ #5 REBAR IN FOOTING (E.W.) i�/ \ D A K ASSOCIATES ac #3 REBAR STIRRUP 0 6"oc. TO BE SET IN mdden id 3 commenclal dedgn a engineering. cep 2 2" FROM EXTERIOR OF CONIC. PIER / \ #5 VERTICAL REBAR BASE OF #5 VERTICAL REBAR IN FOOTING / / \ 506Mat SINt\ pttone: 1631 161-6011 Westhampton Beach,NOW Yak 11918 talc 1631 466-3354 #5 REBAR IN FOOTING / \ Wd' Ckm 'com / \ DeerkwK Arta&KOH Aswdollft LLC a=East End /wockdit LLC OWNERSHIP & USE OF DOCUMENTS: OUTER EDGE OF 12" DIA. / \ These drawings and specifications including the CONCRETE PIER / \ ideas, design and arrangements represented \ therein, are the property of D.A.K. ASSOCIATES, / HOUSE \ LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been / \ prepared without written consent. BEYONDIle 00, 100 \ BOTTOM OF 36"x 12" CONCRETE FOOTING TO F— BE A MINIMUM OF 36" BELOW FINISH GRADE. ALL REBAR TO HAVE A MINIMUM OF 2" OF CONCRETE ON ALL SIDES EXISTING Existing Furnace Room Roof ACCESSORY OVERHEAD VIEW WORK NOTES: Existing Furnace STRUCTURE 1 Room Roof TO BE RAISED OF CONCRETE — / \ FOOTING- Y4" COX Sheathing 2x10 ACQ Lower Soffit Beam SCALE: 1 " — 1'-0" 2x6 - 12'oc. Hurricane Strapping EXISTING EL V. 8.63 (House Finished Floor) (2)4"x8" ACQ Girder r ACQ Sheathing Simpson Anchor Strapping ELV. 8.0 1/2" Sheetrock ACCESSORY 20 Studs - 16'oc. STRUCTURE FURNACE R-15 Insulation AE.6 TO BE RAISED ROOM " Match Existing Siding (Verify with Owner) Y4' CDX 'Sheathing Y" CDX Sheathing Accessory Structure 2x6 Box Beam ExisFloor Height PROJECT: 2x6 Floor Joists - 12" OC. Vin Drip Ca Floor New Catwalk 1� p p 9 Height 12' Sona Tube with (4)#5 Vertical Rebar with #3 Rebar Stirrups ®6"oc. on a %"x8" Azek Skirt Board BERMAN 36% 36"x 12" Conc. Ftg. with Y' ACQ Plywood (2)4x8 ACQ Girder (7)#5 Rebar Each Way. (Min. 36" Below Final Grade. R-30 Insulation X �1�47F2x10 ACQ Boz Beam RESIDENCE 2x ACQ Material Simpson Anchor Strapping 520 RABBIT LANE EAST MARION, NEW YORK " DRAWING DRAWING TITLE: CROSS SECTION PLAN AS NOTED SCALE: 1/2" = 1 '-0" 12" Sona Tube with (4)#5 Vertical Rebar SET: ISSUED FOR: DATE: with #3 Rebar Stirrups ®6'oc, on a 36"x 36"x 12" Conc. Ftg. with (7)#5 Rebar Each Way. (Min. 36" Below Final Grade. ELEVATION DETAIL 11 11 SEAL: DATE: MAY 12, 2013 PROJECT NO: 959-2013 SCALE. �2" 1 '-0" DRAWN BY: 0 COPYRIGHT 2013 D.A.K ASSOCIATES, LLC, BDK F01UNDATION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED oF NE4"�' �� CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. DE �" JJD PLANS MAY NOT BE REPRODUCED WITHOUT ` SHEET NUMBER: WRITTEN AUTHORIZATION. * F � ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF _ �LIA J 11 11 D.A.K. ASSOCIATES, LLC. .� l� A301 WALL DETAIL THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Fp '1'o C,7 � f PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ARoFESSr e D ATBNUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI E SCALE: 1 " = 1'-0" Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D-A-K ASSOCIATES, uc agencies prior to construction. SURVEY OF PROPERTY SITUATED AT EAST MARION TOWN OF SOUTHOLD Fe\e� SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 - 18- 11 SCALE 1 "= 10' 4 NOVEMBER 10, 1998 yo MARCH 15, 1999 UPDATED SURVEY & ADDED PROPOSED ADDITION X gDECEMBER 2, 1999 FOUNDATION LOCATION a� �rO SEPTEMBER 20, 2002 ADDED BOARD HEALTH DEPARTMENT DATA FQe� Z DECEMBER 6, 2002 REVISED PROPOSED SANITARY SYSTEM <�14 God kP MARCH 12, 2003 REVISED PROPOSED SANITARY SYSTEM JUNE 24, 2010 UPDATE SURVEY ire JUNE 19, 2013 UPDATE SURVEY �4j°�,,�0 , � °' MARCH 27, 2014 REVISED PROPOSED ADDITIONS N nlp- � � ,. ?�`� AREA = 2,618 sq. ft. 4 ���, �e,� �'� (TO TIE LINE)0.060 ac. its- e \�y G ,��c�c� CER TIFIED TO: y� ROY BERMAN 1 ,AJC�'� '� * r JOAN BERMAN Q V� o, wi�Eno C� 3 7 OLE ����� -z t:i•i:•::•• i. - �� 3.1 Fy y h 3r. /,� 7014 - k 0H. � %P\ EROSION&SEDIMENT CONTROLS Shall include but not be limited to: �. �T.0' A well maintained Construction€nttence, t', 7.s Wire Backed Silt Fencing,stabilization& � <<� �o o. �d 0e, Zip? Seeding of exposed and/or inactive soils. c AN Z `P'A 11 1� 9',x,,0 �Y /G �y�s'�Gs .p�if`� 61 1�' tv�� � °c�� ,� ACJ, ,�`o9'f►�?c+ `��' oil All- 00 ���o F °F�� •.. � s� �Fp° tip �� �6• J /3 x I s )� �y1�p� �GpO 4G� o oOJ�G BUILDABLE LAND CO VERA GE LOT AREA TO BULKHEAD = 2,466 sq.ft. •19 �T1E UNE ZOtNMARK JUNE 19. DESCRIPTION AREA % LOT COVERAGE O, N1GN WA 00 EXISTING HOUSE 560 sq. ft. 22.7% °x c� 77.0.'05 4 26.a 49 0100 / F 5 t�.&ti EXIILDING STING UTILITY 240 sq. ft. 9.7% EXISTING DECKS 420 sq. ft. 17.0% J PROPOSED DECK 77 sq. ft. 3.1% q'°mos0, TOTAL 1,297 sq. ft. 52.5% Y �y NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 5.0 E C - -• 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO177 H JUL 2 5 2014 ZONE AE (EL 6): BASE FLOOD ELEVATIONS DETERMINED ZONE VE (EL 9): COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ard PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.IA.L.S. AND APPROVED AND ADOPTED TEST HOLE DATA FOR SUCH USE BY RK STATE LAND TITLE AssocwTl �f of Nth, (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 24, 2002) APPROVAL OF STOR TER MANAGEMENT EL. 3.7' 0. CONTRQLFL T n ode C p er 3 r GRAVEL k SAND Date: I * A 0.5• e Approve b BROWN CLAYEY SAND SC • BROWN FINE TO COARSE SAND WITH 1071 GRAVEL SW EL 0.4' 3.3' 0467 S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. WATER M BRAWN FINE TO COARSE SAND SW COPIES THIS SURVEY MAP NOT BEARING Land Surveyor WRH 1076 GRAVEL THE LANDD SURVEYOR'S INKED SEAL OR 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 Title Surveys — 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)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 13• OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF James ort, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. p