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TR-7864A
John M.Bredemeyer III,President oF So(/ryO 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 Telephone(631) 765-1892 Charles J.Sanders,Trustee COMM i Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 23, 2014 Judith Hockemeyer 166-26 Powells Cove Blvd. 9A Beechhurst, NY 11357-1532 RE: JUDITH HOCKEMEYER 245 BAYVIEW AVENUE, SOUTHOLD SCTM# 52-5-27 Dear Ms. Hockemeyer: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 23, 2014: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Administrative Permit#7864A, as issued on August 22, 2012. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Michael J. Domino Vice-President, Board of Trustees MJD/amn John Bredemeyer, President �SUFFOt,tTown Hall Annex Michael J. Domino, Vice-President 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanders o Southold, NY 11971 Dave Bergen ol ,� �a°� Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field InspectionMork Session Report Date/Time: JUDITH HOCKEMEYER requests a One Year Extension to Administrative Permit #7864A, as issued on August 22, 2012. Located: 245 Bayview Avenue, Southold. SCTM# 52-5-27 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: Present Were: J. Bredemeyery1M. Domino J. King C. Sanders D. Bergen Bay Constable Other Form filled out in the field by Qw-, : Mailed/Faxed to: Date: ' 1 p t � r 417 J. Hockmeyer T66-26 Powe7ts-il�6ve-Xvd- Beechhurst, NY 11357-1532 gifFFO(,� James F.King,President ppb c0 Town Hall,53095 Main Rd. Bob Ghosio,Jr.,Vice-President P.O.Box 1179 Dave Bergen Southold,NY 11971 John Bredemeyer • Telephone(631)765-1892 Michael J. Domino Oj .�Da 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 1't day of construction % constructed Project complete, compliance inspection • James F.King,President OF SO(/ly� Town Hall Annex Bob Ghosio,Jr.,Vice-President ti� l0 54375 Main Road P.O. Box 1179 Dave Bergen T Southold, New York 11971-0959 John Bredemeyer G Q Michael J.Domino �0 • �� Telephone(631) 765-1892 ��COUNTI Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7864A Date of Receipt of Application: July 11, 2012 Applicant: Judith Hockemeyer SCTM#: 52-5-27 Project Location: 245 Bayview Avenue, Southold Date of Resolution/issuance: August 22, 2012 Date of Expiration: August 22, 2014 Reviewed by: Trustee Michael Domino Project Description: To renovate existing structure, siding, windows, re-build the existing deck; and to install a drywell. 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 Nancy Dwyer Design Consulting, Inc., last dated on June 29, 2011, and stamped approved on August 22, 2012. 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. James F. King, President Board of Trustees �o�g1►FFO(�-cod James F.King,President W Town Hall Annex Bob Ghosio,Jr.,Vice-President 5 54375 Route 25,P.O.Box 1179 Dave Bergen 9. Southold,NY 11971 John Bredemeyer �dl .�`DD Telephone(631)765-1892 Michael J. Domino Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: � IA d I+� N (7C�Ce YY12U f � I Please be advised that your application dated TA 1\1I has been reviewed by this Board at the regular meeting of and your application has been approved pending the coat letion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 151 Day of Construction ($50.00) % Constructed ($50.00) _/ Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: Final `ZYts fcC+i"on Fes = SD.Do TOTAL FEES DUE: $ 50. 00 BY: James F. King, President Board of Trustees �i gpFFO( lames F. King.President �� �'pG P.O. Bos 1179 Bob Ghosio,.Ir..Vice-President Z�"N Southold.NY 11971 Dave Bergen Telephone(631 765-1892 John Bredemeyer , Fax(631)765-6641 Michael J. Domino yyof # �aor Southold Town Board of Trustees Field InspectionMorksession Report Date/Time: 1L t v JUDITH HOCKEMEYER requests an Administrative Permit to renovate the existing structure with new siding, windows, and roof shingles; reconstruct the existing deck; construct new entry deck; remove the existing porch and shed; and to install a drywell. Located: 245 Bayview Avenue, Southold. SCTM#52-5-27 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 Info needed: Modifications: Conditions: Present Were: J. King _B. Ghosio D. Bergen, J. Bredemeyer Michael Domino D. Dzenkowski other Form filled out in the field by Mailed/Faxed to: Date: is- t.'.(• 1 .�'�'. _ •t. `rte Now Addb�. iV - -- p' .' Vie;i�-`�'�' � - •_ - ,- • in ' ~t A A 4 f R e�A q p �L✓ ,. `� f L n �e� 3^A�,A A��� � y1 �. ��� m n� R • ° C ^ 9 a� ' J • F � r 1 N9 ✓ �° Kt � � a.n , , iM4 r.oNa p. i R n � A I 1 n iwa ( un n s 4q 4 e i M .w \ e `Y roam mwara Hsc w. ®arm• Fw ®alar-r• �a� \\ __________ —� —�' ore �wrd —� uxe COUM OF SUFFOLK ��> —�.— _ nn ... _-_•-_- --_ - m a"F�rJroRr �sRrn NRmr ° 52 OFFICE LOCATION: OF SOUTy� MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 * # Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 r- Q Telephone: 631 765-1938 Fax: 631765-3136 o��COUNTi,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Jim King, President 2 Town of Southold Board of Trustees i �iuo 1 012 c From: Mark Terry, Principal Planner - LWRP Coordinator Date: August 14, 2012 Re: Proposed Wetland Permit for JUDITH C. HOCKEMEYER SCTM#1000-52-5-27 JUDITH C. HOCKEMEYER requests an Administrative Permit to renovate the existing structure, siding, windows, re-build the existing deck; and to install a drywell. Located: 245 Bayview Avenue, Southold. SCTM# 52-5-27 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 CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. It is recommended that the proposed non-turf buffer be established to reduce turf area adjacent to Arshamomaque Pond. 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 James F.King,President• �QF so(/ly • Town Hall Annex Bob Ghosio,Jr.,Vice-President �O� OHO 54375 Main Road y P.O.Box 1179 Dave Bergen 41 J� Southold, New York 11971-0959 John Bredemeyer v+ �c Michael J.Domino G.2 �O Telephone(631) 765-1892 Fax(631) 765-6641 COU�' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only _Coastal Erosion Permit Application _Wetland Permit Application Administrative Permit —Amendment/Transfer/Extension --leceived Applicatiop: la- -,-Received a- .' eCom ed Fee:$ mplleted Application I I _Incomplete Type Classification: Type I_Type IIUnlisted_ _Coordination:(date sent) �LWRP Consistency Assessment Form _CAC Referral Sent: ' _LDate of Inspection: _Receipt of CAC Report: _Lead Agency Determination: Technical Review: -P6blic Hearing Hel _Resolution ' I 166 -026 Powe.Ils�ve(31�� �� Name of ApplicantuPUrle12l. )\(y / 1357 Address `� S Y, ,R I v e n� / l r� SoLU�4LL Phone Number:(3-17 3 6'9- 1 6 C, Suffolk County Tax Map Number: 1000 - tS-,2— 0-'_ Property Location: (provide LILCO Pole#, distance to cross streets, and location) AGENT: - (If applicable) Address: Phone: Board of Trustees Application • • GENERAL DATA Land Area(in square feet): 7 S s Area Zoning. �4A l Previous use of property: res,cote O lull Intended use of property: Covenants and Restrictions: Yes ___/No If"Yes", please provide copy. 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 ✓ No Does the structure(s) on property have a valid Certificate of Occupancy Yes No Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: Project Description(use attachments if necessary): cc rJc jAtk ou of rP.Lcil� w�o --,sue Board of Trustees Application • WETLANDITRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: eeNaa�io`1 J o UCs s�i ►� Sdc� us I uJS � Io ic.� \,J si`s�-�JJ� u, rA l ec Area of wetlands on lot: / square feet Percent coverage of lot: g v n)e� % Closest distance between nearest existing structure and upland edge of wetlands: Ifeet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? d No Yes If yes, how much material will be excavated? — 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): 617.20 PROJECT ID NUMBER • APPENDIX X C • SEQR STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 1 -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1.APPLICANT ((��/SPONSOR 2.PROJECT NAME � I wdl�Lt' O cku �Z rn I \es eN� 3.PROJECT LOCATION: Municipality l County S F} o 4. PRECISE LOCATION: Street Addess and Road Intersections. Prominent landmarks etc or provide map S (ITIM 1000 -ssa-os- 5. IS PROPOSED ACTION: El New Expansion 9modification/alteration 6.DESCRIBE PROJECT BRIEFLY: I ` I \p—NOIII +Pr�ee1-L00 o� e Is�i N�V 5��,�c �r�) sic .l fJq wtN�a ws� ?.AMOUNT OF LAND AFFECTED: Initially 1,9 "8 res Ultimately ] '-�/ s acres 8.WILL PROPOS ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ffYes ❑ No If no,describe briefly: 9 WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) Residential ❑Industrial Commercial ❑Agriculture ❑Park/Forest/Open Space Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal State or Local) 0 Yes No If yes, list agency name and permit / approval: OES��Cfz 1:11A D PE MIT OR APPROVAL? Yes ©{ o If yes, list agency name and permit / approval: 12�'..��L,A''S A RES OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? [Dyes No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant /ZsoI N m Date: L. Signature if the action Is a Costa Area,and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment 0 • PART II • IMPACT ASSESSMENT To be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR,PART 617.4? If yes,coordinate the review process and use the FULL FAF. E] Yes Q No B. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR,PART 617.6? If No,a negative declaration may be superseded by another involved agency. Yes 21 No C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED WITH THE FOLLOWING:(Answer;may be handwritten,if legible) C1. Existing air quality,surface or groundwater quality or quantity,noise levels,existing traffic pattern,solid waste production or disposal, potential for erosion,drainage or flooding problems? Explain briefly: C2. Aesthetic,agricultural,archaeological,historic,or other natural or cultural resources;or community or neighborhood character?Explain briefly: C3. Vegetation or fauna,fish,shellfish or wildlife species,significant habitats,or threatened or endangered species?Explain briefly: C4. A community's existing plans or goals as officially adopted,or a change in use or intensity of use of land or other natural resources?Explain briefly: C5. Growth,subsequent development,or related activities likely to be induced by the proposed action?Explain briefly: C6. Longterm,short term,cumulative,or other effects not identified in C1-05? Explain briefly: C7. Other impacts(including changes in use of either quantity or type of energy? Explain briefly: D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMENTAL AREA(CEA)? If yes,explain briefl : ❑ Yes ❑✓ No E. IS THERE,OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTENTIAL ADVERSE ENVIRONMENTAL IMPACTS? If yes explain: Yes ❑✓ No I i PART III-DETERMINATION OF SIGNIFICANCE(To be completed by Agency) INSTRUCTIONS: For each adverse effect identified above,determine whether it is substantial,large,important or otherwise significant. Each effect should be assessed in connection with its(a)setting(i.e. urban or rural);(b)probability of occurring;(c)duration;(d)irreversibility;(e) geographic scope;and(f)magnitude. If necessary,add attachments or reference supporting materials. Ensure that explanations contain sufficient detail to show that all relevant adverse impacts have been identified and adequately addressed. If question d of part ii was checked yes,the determination of significance must evaluate the potential impact of the proposed action on the environmental characteristics of the CFA. Check this box ifyou have identified one or more potentially large or significant adverse impacts which MAY occur. Then proceed directly to the FUL EAF and/or prepare a positive declaration. Check this box if you have determined,based on the information and analysis above and any supporting documentation,that the proposed actio WILL NOT result in any significant adverse environmental impacts AND provide, on attachments as necessary, the reasons supporting thi determination. Board of Trustees 7— a""7— Name of Lead Agency / Date Jl90f V f /Z>A ` President IM Print Type Name o Responsible Officer in Lead Agency Title of Responsible Officer ignature of Responsible Offcer Lead Agency Signature of Preparer(If different from responsible officer) Town of Southold 5 ® Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM -.g PROPERTY LOCATION: s.c.T.M.»: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A sof�y� /000 Seo' CIS Z-7 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN MWI7 TrW,- BI"F- -[7,f— CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within Will this Project TwoRetain All ch Rainfall on the Scope of Work for Proposed Construction) Generated by I Two(all Inch Rainfall on Site? ❑ (sF./Ares) (This Item will include all runoff created by brie .. / b. What Is the Total Area of Land Clearing clearing and/or construction activities as well as all SL and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of Construction activity? impervious surfaces.) lan All PROVIDE BRIEF PROJECT DESCRIPTION (Pmviae mdoenei paaea tie iwaa ) 2 Does the Site Structures clic Survey Showca Proposed This ❑ Drainage SWctures Indicating Size&Location?This / Item shall Include all Proposed Grade Changes and SL I Slopes Controlling Surface Water Flow. 1 (� I 3 Does the Site Plan and/or Survey describe the erosion F-1IA J w 1\e-bu i and sediment Control practices that will be used to ✓ Control site erosion and storm water discharges. This eacst�c i AJ q d 0.tA-2� Stsll,e-�uA( item must be maintained throughout the Entire Construction Period. 1 3Su.2S. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural F-1 1� Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? Ij Will this Application Require Land Disturbing Activities ❑ / Encompassing an Area in Excess of Five Thousand ✓ (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the ❑ Site? Is this Project Within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ❑ are pan of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving boll disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ❑ for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOT.The Not shall be into and/or In the direction Of a Town right-of-way? submitted to the Department prior to the commencemant of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants In storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder s '✓— compliance with the termand conditions of this permit.In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area?rble Item Me NOT I WUft ate Ina101140on or emswey A ante. quality of storm water discharges. NOTE: If Any Answerto lteesdoms One through Nine is Answered with a Cheek Mark 3.All SWPPPs that require the post-construction storm water management practice In s Box and the construction she disturbance In between 5,000 S.F.S/Am in arae, component shall be prepared by a qualified Design Professional Licensed in New York a storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Stern Water Management. Southold and Must be Submitted for Review Prior to Issuance M Any Budding Permit. (NOTE: A( Wh(.T)aM/cr tuner oe Orest RequkWWaCWVIMe Apprmlbn) STATE OF NEW YORK, 1COUNTY OF'I.......... ..........VII.............SS That 1,.j,,i.d/4.L..�-.)....t1 ¢ x4?s�/�lC..............being duly sworn,deposes and says that he/she is the applicant for Permit (Name of kmdividua sig ng Doco ) And that he/she is the ...............................UDS.1..�....................................... ..g,et................................................................... (Owner,Contractor,Agent,Corporate OMcer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform�i' e said work and to make and file this application;that all statements contained in this application are true 1114111111111tPlulli 8ie1km5Mitil Nktld belief;and that the work will be performed in the manner set forth in the application filed herewith. Qualified 1ST6in�16k008 Swom to bereme this; Commiss EXpifBS 9 �0 r'� .............�.!....................... day of.............. .... .................., Notary Public: .................... ... ZR�n .......... / (Signature of Applicant) FORM - 06110 Board of Trustees Application . County of Suffolk State of New York fi A14 C' Jo k%,vv ,i BEING DULY SWORN DEPOSES AND AFFIRMS TAT HE/SHE 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. Signature SWORN TO BEFORE ME THIS DAY OF 20 //d N tary Public Notary Public St state Nlew York 08 Qualified inSSuffo40Coo Commission'Expires Apra 9% S • APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The ouroose 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. YOUR NAME: (Last name,first name,ipiddle initial,unless/on are applying in the name of someone else or other entity,such as a company.If so,indicate theother 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 i da c yf 24D&aO 1 Z Signature Print Nam r f Form TSI 1u�t t C, oC- 4e-_V e- _7,6j 2 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 SCTM# /D oy 7 PROJECT NAME 0C* 1 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: i x s,s�I .eC-K Location of action:—S C- 141 l 0 0 0 - sa-c)s-a 7 Site acreage: - 9 o s s 9II / Present land use: Present zoning classification: 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: u A- Cea/t� (b) Mailing address: l 6 (o- 6 n w s rl� V.1 J� ?J9— (c) A(e) Telephone number: Area Code ( ) &n±6� 3 y 7) 3 68_ 6 / 6 b (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No["Jr 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 ❑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 12/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 dNotApplicable 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 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 1:1Yes Elro No [2 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. 0 F1 IJ Yes No ✓Not Apple 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 YNot 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. 1:1 Yes 1:1 No I�1 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. ❑ YesD No u Not Applicable Attach additional sheets if necessary WORKING COAST POLICIE* 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 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 KrNot 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 IJ Not Applicable PREPARED BY l TITLE DW t.ye z— DATE 7 // Zo I i N SURVEY OF PROPERTY AT ARSHAMOMA0VE TO WN OF SO UTHOLD SUFFOLK COUNTY, MY a ee� 1000-5,�-05-27 SCALE. 1'=20' AUGUST 9, 2005 �g1�/ '�{h,� `so �G� ► AUG 2 2 2012 1901- Sauthho Tcwn Board of Trustees s/ =• l 0o 0)o �yy b lo vo +(L / ZZ �OI=NEW Y at.ME 7- SPF 0�� �a� c�7p C� �o,c., p + HwM LOT NUMBERS ARE REFERENCED TO "MAP OF SUMMER a �- Al•,\0 HAVEN" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE 5y5ry��h AS MAP NO. 1133. � At. Y.S. S 8 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION ECONIC SUPVtYORS, P.C. Alla.- qq 22 OF SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. 631 765-5020 FAX 00015W� (! p oONJ �oe ��a EXCEPT AS PER SECT70N 7209—SUBDIVISION 2. ALL CER77RCATIONS (631) 765-1797 0 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 40 Q0� n OM�^ SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET O LL w �e WHOSE SIGNATURE APPEARS HEREON. Ll SOUTHOLD, N. Y. 11971 05-203 IBOAR51TE APPROVED BY D pF TRUSTEES ` TOWN OF SOUTHOLD DATE Z moo ° F m N Exi z w a r TO BEiNG RCH tn m TO BE REMOVED G W N `ro a m > z o 0 °o p• NEI! W DECK n - ', O a O \ oa, } m DMSTING House ?� F _ O �i TO REMNN }. `F o N 0 t() O 19, 9y2a3'L�� W 3 El(15TING RUCDE ECONA: 66 Q RSTRllCTED INSTRUCTED ` \ \3 OZ RFs New Drywel� W 'O //���/ 2° x 4'- 0 II/ diameter / (� x 4'-O" deep 0z I((/ m E%ISTING SHED \' TO BE REMOVED W O z f iv W N_ u� SITE PLAN U SCALE. 3z' = 1'-0" Q F• SCTM: 1000-52-05-27 Information taken from survey prepared by Peconlc Surveyors, P.C. h� P Southold, New York \\ �� dated August 9, 2005 �\ 96' U P �P PROPERTY AREAS: z n ��• Lot Area: 7,905 sq.ft. � Exlstin areas: D—/ v; House 8 porch 81 6 5q.ft. Lu z Deck 328 sq.ft. J ,n s� Shed (to be removed) 134 sq.ft. 19 915 $ Total Area: 1 278 sq.ft. -or- I G. I % Z e` 4s Proposed alterations and U Q } AQ New Entry Deck: 141 sq.ft Q U z 2j Total Areas after changes: 1 141 sq.ft. Z Z o �n TOTAL LOT COVERAGE: 14.4% & .\off y RUNOFF CALCULATIONS: W Q�j y yyyA M R.equ res �) 8'-7 x 70' x 4'I 0' rmgs (orequal) 22� PAGE: Site HOCKEMEYER RE51DENCE m 000 � O O N . � N W Q l0 Z Z 71 3 w w a � W � n cV meows rvaeaio W rwnaisii z W Z O F Q LU oW LL K N PROPOSED 5TREET5IDE ELEVATION SCALE: �" = I'-O" W m �lz �i U O �O U ® ® z n Lu z means iw.aos � J m Q � � Q U Z V 1 N FRONT ELEVATION o SCALE: g' = I '-O" PACE: I N — O H O N 0 w Q l9 Z Z W O N n m ll W � N 4 � N rvaenc rnee�z O Q O � N ON N w U Z wz PROPOSED SIDE ELEVATION ° cn SCALE: q' = 1 '-0" f w � o LU n w N u� U L F.W IGO611-9 -- Lu J U z0 PROPOSED WATERSIDE ELEVATION Q U Z SCALE: 1 '-0" z QD o V) N Lu n PAGE: 2 GENERAL NOTES: ELECTRICAL NOTES: The informal on this set of construction documents is to relate basic design intent and f rang details They are mtended as a construction aid, not as a r — substitute for geneally accepted good building practice and are m compliance with • All electpical work to be BOARD OF FIRE UNDERWRITERS approved and to mdude current New York State buAdmg codes. The general contractor is responsible for mstallaton of futures t spec h abaci.as md,cated on plans. fight futures to be supplied by EXISTING PORCH proedmg standard constructian details and procedures to ensure a professionally ..or and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install I I STRUCTURE TO BE finished, structurally sound and weatherproof completed product. all outlets as per code. All work is to be done in strict accordance with the New York State Code I IREMOVED by a licensed electrician. All new switches i outlets to be Lemton, standard, supplied t installed General contractor to coordinate all subcontractors,scheduling of work and by contractor Contractor to do all hack-ups as regmmed for bathrooms. I 1 O interaction between trades. F, p5 K FRAMING NOTES: o • The contractor is responsible for ensuring that all work and construction meets O N Theseeede ctmr rpt federal. state and local codes, a chmmmes and regulations,etc Z p codes are to be considered as part of the specifications for this building plan. All lumber is to be Douglas fir#2 or better ak I G'on cerRer EXISTING CMU BLOCK N FOUNDATION WALL III O Q U Z If in the course of construction, a condition mets which disagrees with that as All wood framing in contact with concrete or masonry is to be pressure treated. 'ACO'desigiel TO REMAIN indicated on these drawings,the contractor shall stop work and nohfy the designer refers to current arsenic-free treated wood standards and shall take the place oPCCA' - t the engineer immediately Should he fail to follow this procedure and continue work, III O' z he shall assume all responsibility and liability arising therefrom. • All TJI's are to be installed in accordance with the manufacturer's specifications and shall include — • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. squash blockng web stiftenere at bearing paints on girders and other load bearing areas NEW 2"X 8" ACO LEDGER BOLTED 3 Q p EXISTING 2"X G" F J TO I10USE FRAME WITH 5" Qo m • The designer has not been engaged for construction supervision and assumes MI ues no Structural Steel ASABC - FY= 3G K51 v @ 24" O.C.TO REMAIN 2 "LEDGERLOK"5CREW5 @ I G"O.C.; Ln responsibility for construction coordinating with these plans, nor responsibility for HANG D.J. FROM LEDGER WTH construction means, methods,techniques, sequences or proceedures or for saftey All straps, connectors, plates, bolts, nails, etc are to be galvanaed. Designated connectors.straps, 51MP50N W 28 CONNECTOR pre onfibans and programs m connection with the work indicated. There are no etc. on these drawags are my ey 5impsan unless othermnse indicated. All connectors, straps, etc are to be warranties for a specihc use expressed or impbed in the use of these plans naile'via lted in accordance with the manufacturer's specifications. DOUBLE JOISTS UNDER All FOUR 2" RAT SLAB Contractor to provide hardwired smoke detectors, with battery back up.and with y, ALL PARTITIONS RUNNING THROUGHOUT EXISTING / All floor sheathing is to be a AC type plywood.tongue t groove and shall be glued and screwed to PARALLEL . ALL AREAS CRAWL SPACE 1 w requirements switches, on all floors and in each bedroom. Verify with local code RYP ) zIIIW N regmrements as per Section R317 New York State Residential Construciton Cade the floor gist.(G"o.c, edges t 12"o c. field) ¢ Install carlbon monoxide detectors as per code. z I w Y N Solid blockng is to be installed every 8'-0'max. ar mid span al floor Joists with spans exceedmg O 1 III � Q � ut e'-G" Block to e �Uj J AC�Q��� ���� FOUNDATION NOTES: ing ie b installed at all paint load bearing point=. w o . DJDJ 1 5 OC o • General contractor to review plans, elevations and details to determine Install double Joists under all paratans running parallel 0 III U intended heights of finished Poor above typical grade. 0 , II / O Q O All exterior wall headers to be 2-LVL'i ae indicated an Boar plans t sections and all interior F U ZR- 9 INSULATION I } m j Leaders are to be 2-2"x 8"unless otherwise noted. All headers excoodin 5-0- have a double TYPICAL ALL AREAS p N • 7 Footings shall bear on undisturbed soil within bearing capacity of 1.5 tons/sg ft. 9 CRAWL SPACE n O z V O Jack stud with a single king stud t on exterior walls provide double sill plate(typical) EXISTING m N O N • Concrete shall be FC = 3.500 P51 Q. 28 days OUTLINE OF NEW ENTRY DECK: • Provide insulation baffles at ewe vents between rafters and soffit vents as indicated PROVIDE 2"X 8" RIM BOARD Concrete on 4"said or gravel fill minimum, with GxG - 10/10 welded vine mesh on plans CONTINUOUSLY AROUND reinforcement. Interior slabs to be placed on G mil. stabdaed polyethylene vapor W tampion. Welded core mesh is to be placed ,n the top third of the slab and is to be Exterior flashing is to be adequately installed at all connections between roofs.walls. 515TER NEW JOISTS TO adequatel......rted by precast concrete bar supports to assure that the remforcement chimneys, proJectiore and penetrations as required by approved constriction practices 0(I5TING WHERE NEEDED z is held in position during concrete placement and fimeFnng. W FLOOR PLAN NOTES: III �_ o • Isolation Joints are to be installed between the slab and the walls Use preformed PROVIDE 4" POURED CONCRETE F Joint filler that a to be cut 1/2"below the slab surface and the resulting Joint is to be filled Dimensions shall take precedent over scale drawings, DO NOT 5CALE DRAWINGS PAD UNDER STAIR STRINGERS- 55 1 Q with an elastameric Joint sealant i EXISTING 2"X G"F.J. VERIFY LOCATION IN FIELD W O All interior walls to be covered with i„s gyspusm board with metal corner reinforcing. All @ 24' O.C. TO REMAIN ('TYPICAL ALL STAIR AREAS) Z General contractor to install cop,tex(or copper)sheet metal termite.hello d wall ducts inducing board,screw. int compound.to t trim shall be U.5. III between all wood surfaces that are ex d to concrete or mason surfaces. ry pro g gypsum Jo ra lopes w pose ry Gypsum Co. or approved equal All Joints shall recieve 3 coats of pmt treatment.Sand final coat to a uniform emacth surface. All walls, celmg and interior of closets to be taped and W � • Dampproof exterior of foundation wall with a bituminous coating:foundation spackled, 3 coats, ready for part. O excavation is not to be backfilled prior to the installation of the floor framing. LU Insulation ratings and installation locations as indicated on floor plans t sections BREAK THRU EXISTING :5Z PLUMBING E NVAC NOTES: a CONCRETE WALL FOR N • LLJ Walls common to garage and house to have a layer of e'fire rated gypsum board at z g ACCESS INTO CRAWL / 4"X 4"ACQ POST WTIi u1 All plumbing work shall be done by a duly licensed plumber and must conform and adhere garage side with 5'-0° return on adjacent walls t ceding Prowde 2 layers of®fire sated O CON NCETOR TO 10-1 POURED POUR 2" RAT SLAB / to all New York State building codes t uftey requirements gypsum board on all engineered lumber as requmed by manufacturer,spenfirations .. w O CONCRETE PIER ON BIG FOOT 20 U THROUGHOUT EXISTING III ,NEW 2"X 6"ACQ III (TYPICAL ALL NEW FOOTINGS) O If wall plates or Joietc are cut during the metallaton of plumbing fixtures or equipment All bath t Itchen area walls and ceilings adJacent to wet areas to have water resistant CRAWL SPACE D.J. @ 61 O C contractor must provide appropriate bracing to tie frammg back togethe, drywall, and provide wonderboard for all areas set to recieve tile. III Ui dJQ Z r U STING JOISTS TiLl • Baseboard heating is to be hot water and zoned Plumbing contractor is to N O CRAWL SPACE TO REMAIN;ADD adeguately sae the system and place the baseboards in an unobstructive location in each room III m EXISTING NFIW K/ required to recieve heat. Minimum of one thermalfor each zone ml[be required. REMOVE t REPLACE EXISTING • Mechanical subcontractor is responsible for adhering to all applicable codes and III 0 2"X 8" RIM BOARD saftely reguvements. EXISTING 2"X G" F.J @ 24J1 O.C. TO REMAIN i O • HVAC subcontractor to fully coordinate system data t requirements with the III Q equipped suppIser and to provide finals stem layout drawn gand submit it to general contractor. EXISTING BLOCK ownerand equipment supplierforfinal reviewtappmwal III N PIERS TO REMAIN z — n uy N III � W z NEW 2"X 8" AGO LEDGER BOLTED < O Q TO HOUSE FRAME WITH 5" 10 C, REMOVE 2X8 'LEDGERLOK" SCREWS @IG"O.C.; r ____________- ,F ___ ___r__________ (� y HANG D.J. FROM LEDGER WITH 5a U O } 51MP50N LU25 CONNECTOR w _ _ = o z U z ���IXISTING 2X8 TO REMAIN; �i � Z Z � PROVIDE 2 NEW 2 X 8"ACq EXISTING BLOCK L BOLTED THRU EACH SIDE PIER TO REMAIN STRUCTURE TOBEOff ISNREBUILT; REMOVE 2X8 11 REMOVE EX15TING CORNER PROVIDE 2"X 8" RIMBLOCK PIERS; NEW FOOTINGS W BOARD CONTINUOUSLYAROUND EW 2- 2"X 8"ACQ GIRD R Q PAGE: 3 EXISTING ENTRY PORCH TO BE WINDOW AND DOOR SCHEDULEI-- r --� REMOVED I 1 I I I WI TV✓29410 nLTWASH 544 9,73 10 5 Z59 -347 5D' S res PGu raga cotta eYyie W2 TW294G TILIWPSH 503 B99 IO 5 259 -34] 5G' 5 oPa „age.EGRESS Cn I Wd TW2036 iILIWASH 2]] 4.73 IO h 25.9 -28.1 30 �- W4 A351 AWNING 1 6 4 9 O 4 25.9 -2B 1 35 1 kem eyed mahwer - -2a I 10 I Iwa4eamooe 2 w I WS USE SIMPSON HU SERIES _ - --- 26 s 4G O O O 9' _ - - _— _ -_ - _ - Fw- N ` -26,9 4O' m u Q Z I \ � D2 FWG 16066(81-9 FRENCH WG GLIDER 1395 ]IG.]I 100 5 2 ZZ - _ _ _ _ _ _ __ _ _ __ _ _ _ _ _ _ __ _ _ ��D O � ❑ LLI = III ALL WINDOWS TO Df ANDERSEN 400 SERIES.UNLESS OTI ERW5E SPECIFIED - _ _ _-_ _ -_ - -_ �/ {D co j Wl l WINDOWST DEWry1TC ERIORPINEINTEMOR.CLA IILSER1E5L06KStil 0WAREINMIIT_EfIN1511 PND FPTDRIERIORSCRELNS_I__ U _ U CONNECTOKTO COUNG - -, ED SCCIION 2 O mCCCON CALCULATIONS FOR WINDOWS EASED UPON EXPOSURE B MUS( HAVC PGUP ""KII Z ^ 51MULATEO MI LIEHI EPU-LE5 WHERE 5HOWN ON PLC'VATIONS O ,lolsT5 E FLUSH HEADER 2 - - -- -- `2�,mn 1 1 BEDROOM- _ _ 1i ENLARGED ,msa.n 1 - G ZIL 99A Ga _ _ --_- - - - (CUSTOM G@ILLfS-5ff5RE0UIREMEMS ENTRY DECK -_- - _ _ - - - --- - __- -- - - - --_- - EXISTING STRUCFURE _ 1 ) _ - TO REMAIN 11 1 To ATTIC - - - - - - - - - ELEVAnONs , vFNL - VBRJFY TPIiLC'R 301 2 2 NCW TORK STATE DUII➢ING CODE FOR IABITABLf SPPLE. ACC855 PANEL - - - --- ----- FOOTINGEGN WPL OPEN1NG51NLW01 NG WINDOWS AND DOOR55 TALL Df FROTELTfD WUH REMOVEMS 5/e WOOG SIRUCTURA_L PANELS EDDYING BENEATH NEW (MUM OF o'SPAS. PASTCNERS FOR 5FAN5 UP TO G' SHAUL 9E2 I2 NB WOODS UR AT 16"O/ FASTENERS CNG / ALL UNITS MUST UPTOe O'SHALL DC21/2 -NB AT 12"O/L TAfiLE3Ol.2.12 P 9G fa4C r 2668 D ALI UNITS MUT MEET.9 I.REIP THE R TIE J PRE55U—R£RLOUMINIMUMER LOT TREDRDR1311K REQN ODTIINJROUGIEOPEN NG SUKURT T.1ETf AL xPMERIOR -_ _ ',_ _ - _ _ _ W LR TI FLOOR - ENTRY- GLAZING MUS(MEET ASFMC1996 TEST REOUIRfMENTS AS PfRNfW TORR STPTf Rf51DENTNL CONSTRULTIOIJ CODE MU OVER ��OATH- DECK __ - -I- - -__ _ _ K z O N SIJ FLOOR 0 REMODE N L RELOCATE,DL _ scc uFERT05Ca1oNR16D9.1.4FORALTERNATIEOPENJNGFROTECT1aN I µrJ > Y N VINYL SIHOWER PAN.ALL RPAOES DODOM WALL SUt TODIR 2 b Q U� ? ZTO O STOMIKIVE ENCIUO GI-A55 I C- STACKED Y w O SHOWER ENCLOSURE b CLOSET 11 LINEN ] PANT R �� LAUNDRY O ED O ED RUP - i /F } 4"X 4" POSTS. c��I N 5/ 2"X 2" BALI *CAP RAIL CONTINUOUSLY ._ 5 %.NENr 26Gf3 (AROUND -- LTJ W2 - BEDROOM- KITCHEN- �o° U exlstm9 remodeled z sfcnON I TIN Q 0 A PRIIST ING]'-g"CEILING A EXISTING STRUCTURE F n 3 (� Q TO REMAIN W O 9'-9 9'_6u D/ W LLI D O BUILT IN BANQUET E SEATING- Z Uf-T UP 5PAT TOP FOR STORAGE; LU OI 7NEL o- L // c E % O Lu n EXISTING si2uC(uREEXISTWG STRUGTURe °I,_ FIRST FLOOR AREA: 8 5 s {t. TO REMAIN a' 0 WALL LEGEND; _ F MILY ROOM 2- 2"XG"5TUD co EXISTING \ BETWEEN EACH WALL TO REMAIN (,�/ BEADBOARD FINISH `F�1'PICAU sE gDN \y4�j ON CEILING \ sEcnoN _____= WALL TO BE REMOVED B \ I NEW CONSTRUCTION / \ DWALL K 15 TION W1 I VYER q'1PO LYWOD SHEATHING TO MATCH CON5TRUCION U rr 5^ OF EXISTING EXTERIOR WALLS; z 3„ i„ PROVIDE I LAYER" GYPSUM BOARD — 3- I- X 9 LVL HEADER ABOVE WALL 2 4 z ON INTEMOK51DE U 2"X 4"STU D FRAME DZ/ z � UJ AS INTERIOR- I LAYER!" GYPSUM NEW s"X 6" DECK BOARDS BOARD ON EACH SIDE; USE + MOISTURE RE515TANT BOARD IN > L➢ KITCHEN * BATHROOM AREAS * USE CEMENTBOARD ON ALL AREAS y TO RECIEVE TILE DECK U O } EXISTING TO REMAIN PROVIDE 2- 2"X 5"HEADERS z U ABOVE ALL WINDOWS* DOORS Q z UNLE55 OTHEKW15E NOTED; MATCH z z NEW 4"X 4" POSTS, NEW WINDOWS TO EXISTING HEADER U EIGHTS 2'X 2" BALUSTERS *CAP RAIL CONTINUOUSLY o N AROUND LU PAGE. FIRST FLOOR LAYOUT SCALE: y" = 1 '-O" _NAILING SCHEDULE F F TABLE 3_ PonINLW DING ION 9 1995 59C Hry WIND EDEITION WDOO FRAME LONSTRIIL¶ON MPNUPL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING - - NEW 8' CDX PLYWOOD SHEATHING RSOP FUT.FIE __ _____ — RAFifRTO TOP P1ATf -_ - '�TDf NAILED -____ B'POWALL 3.Bd PERRM'TPR _ _ _ - F- OVER EXISTING RAFTERS; ICE # _ _ l OPWALL.3. d__-PERRnncR _ celurvL JDlsr rD nor PLnTe Toe uaLEo e'-D^WALL 9.ed reRJQlsr Par ❑ WEATHER SHETLD @PERIMETERS _ - - IODWALL g.ed FERJOIsT --- - - --___ z ❑ d HIPS. ARCHITECTURAL ASPHALT couNG DIST TO PARAu.el.rnrtfR 'FDROP>:e xNS SEE TABLES] egcn LAP w Y - LN _- _ - - - O 3 O LUNG lo15T LAPS DEER PARTmONS FACE FUNDED SEE TABLED] CAST IAP - — ROOFING OVER 15# FELT LOUANGING TO RA,1ER 'LEEANm -_ sLeT BN s.a PERTIE - U O N CONTINUOUS RIDGE VENT RIM BLOCBOARD TO NATER _-TOE NAILED - - lE encu END - _- _--- U z N ❑ f RIM BOARD TO RAFrfR- TEND NAILCD 2-15d EACH END — N Q U Z WALL FRAG NEC JJ 2 pSII AC.B. T/H-lRM1xTor PLATE TO TOP FLATS Fnce Halm 2 HEN r'ERFoor (TYPICAL C.T. Y. R.P. \I ICAL TDP PLATES AT INT RSELTID_N5 PACE NAILED _ - - I I" _ JOINTS EACH DUE -- GE BOTH ENDS) STUD TO STUD FADE NAILED 2 A 2a DOE TRAOERTO"ENDER -- _ FACE NAILED _ _ IGe -- - 16 TA,nLONe EDGEB- — ``V TOP OR BOTTOM PLATE TO STUD TEND NAILED 2-I Sd PR2xa SND EXISTING 2" X G" C.J. TO IN: REPLACE WHERE NECESSARY A EE -I— - - _ -I d PER 2x5 Tuo - ❑ ❑ m _ d PER zxe ruD SIMPSON H'7 BOTTOM PLxPEO6 FLOOR,UsT. EXISTING INTERIOR R- 19 INSULATION CONNECTOR NexmDlsT,[ND JOIST.or BLocrcluG pots NAILED - al5a •- PER roar STUD PARTITIONFLDQR FraMix�__ iI_ --- - FASCIAWITH JOTS TO SILL TOP PLATE.OR GIRDER PPExALED _- a-Ba FERIOIST - _ _-- - 2- 2" X 8" HEADERS ABOVE TO REMAIN VENTED SOFFIT BRID_G_ IST INE TO JOroc NNLED - zBa EACH END - - } BLOCKING TO JOIST _ _ TOC NNLED 2 8 - - _ FAGn CND ip NEW WINDOWS; SIMPSON C520 BLOCKINGTS su OR TOP PLATE TDLNAILED a IEN _ EACH BLOCK _ - W '� N NLEDGER5TRIPTo BEAM r'ACf RATED 3ILd EACH Jasr _ STRAPPING ABOVE ALL KITCHEN BEDROOM JDISE ON IEDGERIU DEW TSE NAILED --_ - Red PER I.IST —_—_—_—_ ED o 'MATCH EXISTING HEADER HTS. o BINS JOIST rD Jo15r - _ I END NAILED ___-a-ISd PERJOIST BAND JOIST TO.5I LL_OR TOP PLATE 'TOENAILED 2_-I Cd _ PER POST _ $ N W G Z. O RESP SHEATHING EXISTING EXTERIOR STUD mRucruRu rnNEls - IoUc-c"AT PANEL EDGED p p O Sit AND INTERMEDIATE SUR•ORTS IN THE PANEL FIELD_ -_ Z a = NH WALLS TO REMAIN; — - -- --- -- - ---- - -- UT I— g - 16'O/L-6"AT PANEL LIEGES AND 12 AT Y R-191NSULATION ❑ O PROVIDE NEW HARDY PLANK PROVIDE S MPSON ea wEAC SIDE THESRTswmePANEL FIELDOn SIDING, R-15 INSULATION d EXISTING SUBFLOOR C51 G STRAPPING THE EDGE OF mIRooF,wcwowL a'-D^DN foto DOE DF me Roar--TEAK,[ME a'-D^PERIMETER N N N z' DRYWALL ON INTERIOR EX STING 2" X G" F.J. TO REMAIN' SISTER NEW WHERE NECE55APY ce1lxG SINN n uGwr REQwn>_mcxrs SHALL BE uscS _ - _ _ - _ _ EXISTING GIRDER ON GwsumownuBor,xDG vnTwx a-D"oF n _ _ _ _ _ _ Sd coolers v^eoceilo•nfm - EXISTING CMU BLOCKS BLOCK PIERS TO W REMAIN EXISTING GRADE erstulWALL fATHING - _ - - - ----- --_ STRULNRPL PANELS Od F- IG'ORTENTTPANPLLTG AND I2"AT _ INTERMEDIATE - IE DIE 1N THE PANEL FOUN z 2" POURED CONCRETE ad NTrenDUATE .-1s^wc-STAT PANEL epees AND 12-AT INTEDER/SIlInto RTS IN THE PANEL HELD Q O _-_ SLABTHROUGHOU RBfR9O9RDPAxELs 5e s^EDGEIS"HILLS __--- zslBz dSS - _ - -- -- - _ - __ 'weel C^nem ea s' GwsuM wauBanxD -___- S--aDLERB T^EDGLIID°HEm _ - --- i'mcr vnUr- 16"OIL-6"AT PPNEL C'oGLs lWD 12"AT W O Be n_PRVBOgRD _ - _ INTERMEDTATE -PITO RTS IN THE PANEL HUN � / Z Bd nTFann ATS DUE HE FANfL HELLS AND l2"AT LL to INTERMEDIATE SUPI'UR151N THE PANEL f-If.LD to BUILDING SECTION "A" -- FLUOR SH_EATHIN_G __ _ _ _ -_ ___ — _— --- W SrRIILTURAL PANCIS- I"OR LE55 - Ea 6"EDGEI IZ'FIELO L � ' SCALE: 4' = I1-o11 NNLINGRMEMSL ACD ON WL INGNAILED . ThIE ANELEDGE LFlAl1 NOL ATTIE PANEL EDGC TONNAchrKmNGDEWIREMENTS STRUCTU RALMEMBERSL BEDOUBLED OUAONALRNATE WHEN WALL SHEATH INOOVER CONNECTED MEMBERS THE TABUTAffD NL.BEROF NAISSHLLer PITFMIT1kD TO BE RCOUCED TO 101Ed NAIL PER FDUT, � V O DECK PORCH NOTES: DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA = I) Unless ol.henwese holed,all Portico,maLerlal to be#I AGO pressure treated comber. WEATHERING SEVERE An Tasteners, hengens and anrhore to be galai or stainless steel. M I NIM U M U NI TO RM LY D I5TRI BUTED LIVE LOAD5(IbBf) FROST LINE DEPTH 3'-O" 2).Girders for dsekJolsts to be bolted or anchored to each post or peer with washers and nuts, EXTERIOR BALCONIES GO TERMITE MODERATE TO HEAVY Girders on concrete pil shall be anchored with proper steel mnneetore anchored DECK5 40 DECAY 5LIGHT TO MODERATE TF.concrete with a mmemum I/2'dax T'long anchor kbit with washers and rots ATTICS WITHOUT STORAGE 30 WINTER DESIGN TEMP. I I 3) Posts supporting girders shall be anchored to a 121A 12'k12"tack concrete Tootg. 40 Use a memTNm u2^ma x 7" on,anchor boll,wrath waewl and INS.Feet-,'shall ATTICS WITH STORAGE ICE SHIELD UND_ER- _ __A_5 PER MANU_FA_ C_TU_R_E_R_'S os41t bsled,Lade KOOM5(OTHERTHAN SLEEPING ROOM5) 40 LAYMENT REQUIRED SPECIFICATIONS/STATE CODE 4) Deck,FT.Lo have blurb,at 80 o.e. 5LEEMNG ROOMS 30 FLOOD HAZARDS 5) A THATUM of I 0.111h Ilaehxg shall be Installed between the bu0dmg and ledger z Ledger to be lastened to bulldxy with 1/2^di bets with washers and nuts CRITERIA FOR CALCULATION OF DEAD LOAD G^ � at 1 ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. ABLER30I .G A. ------ -- --- ------- -- -- 0 Dy G) concrete peers shall be a mmlmum G'above grade. ARCHITECTURAL GRAPHIC 5TANDARDS L w 7) All pests to be supported with haxgees and arch r ,Earn Joist shall also be anchored ALLOWABLE DEFLECTION OF 5TRUCTU RAL MEMEBER5 W r to g,de TD STRUCTURAL MEMBER ALLOWABLE DEFLECTION 5NOW m NAILING 5CH EDUCE GROUND SNOW LOAD AILS lbs. Rafters haven Slopes cjrealter U 80 JOINT DESCRIPTION NAIL NAIL NOTES than 3/12 with no flll5hed cClln V 1 y QTY. SPACING SEISMIC attached to rafters z Y 5n JOIST TO: 4-EuCOMMON PER TOE Interior walls partitions H/180 n X G" DECK SILL,TOP PLATE OR GIRDER JOIST NAIL DE5IGN CATEGORY B z 7�] SBAN.Dj%5,TT,0�, DJ 2" X 8" RIM BOARD BRIDGING 2-ed COMMON EACH TOE Floors8 lastened celu s Li Q U FO JOIST END NAIL Z ko STOCKING EACH Toe WIND All other structural memebers U240 2" X 8" a 2- 2" X 8" ACQ GIRDER TO JOIST 2-ed coMMON END NAIL WIND SPEED 20 mph Exterior walls with faster or 1/360 z UI r # H4 CONNECTORS BLOCKING TO: EACH TOE LEDGER SILL OR TOP PLATE 3- IGd coMMON BLOCK NAIL fXr05URE CATEGORY 8 stucco finish U'p) LEDGERSrRP EACH EASE Exterior walls- wind loads with L/240 SIMPSQN ABU44 TO BEAM 3- IGd COMMON JOIST NAIL W CONNECTOR P) OSTO BEAMT ON GER 3-8dCOMMON JOIST NAIL ExtenoTOE brittle rwilesExterior walls- wend loads wLth U 20 BAND JOIST 3- IGd COMMON PER ENDflexible finlshe5TO JOIST JOIST NAIL 4" X 4" ACQ POST WITHPPRCONNECTORTO 10' POURED 2- ]GaCOMMON poor TOE NaL CONCRETE PEI ON BIG FOOT 20 PAGE: DECK SECTION SCALE: 4' = I '-O" 5 RARER FALLING RAPD K WOG, REBE RATES TOP 11,S 1 .1 CHILD rWIGpL GGGf 10 RpPrEK STRAPPING MICPL RIDGE BEAM TO RAFLCRSIRAPRNG TYPICAL RAFER TO WNI SUN G.LGLION p b _ RPF![R KIFG SODS WO.JOIST aLOCUNG O O N r CRO IPPLE DEA _ U z N Jp- _ HEADER Q z TOP PIAT, JPCKSVGS R-191NSUTATION WALL STUN _A - .0 GoTOR Z —O W nLmRNamT RnFEKTO wuL sruo coxFEcrloN rnlcu nuoER mxNFrnox BDBOARD FINISH JOIST PRAMINOCABS,WOJDCINJOK p N p m EA PROVIDE 1A,sPPCING N CEILING AKTWENNTNEENDswD bALD me z ONE,STEADS FOR ALLOWING 3- 2"X 8" HEADERS ABOVE waoD Joisr_ w .sru, "TR OWN INSTAunnON BO CIO PIATC NEW WINDOWS; SIMP50N 0520 JOIST nnxcER sue PARI EC"N,CrcOWGICLUD STRAPPING ABOVE ALL FAMILY ROOM GIRDexmeaveR DOUsIS JOIsr TO,RAxsEEK CLEAR -FAST,N unm Izl Ice l� "MATCH EXISTING HEADER HTS. ro b woowOlsr WMMOry TAILSIOF lEl N Z O n smEwnLL j N EXISTING EXTERIOR STUD wvwPLL RIOT F"IWMNG Fwsn won GIRDERmPAGER vvuBLEJO1sT FOR FON-BeAWNG RIFTS Lrl Q LD WALLS TO REMAIN; a SHEAR WALL CORNER CCONSaION w Z O PROVIDE NEW HARDY PLANK >< w Q C) SIDING, R-15 INSULATION C EXISTING 5UBFLOOR N h'X G" DECKING NEW DECK 5TRUCIURE }" DRYWALL ON INTERIOR EXISTING 2'X G F.J. TO REMAIN SISTER NEW WHERE NE ESSgR CONSTRUCTION DETAILS R WIND LOAD PATH CONNECTION DETAILS O 4 O AS SHOWN ON PIANS; z Z EXISTING PIERS TO rvm ro SCFE Y m j LET CRAWL SPACE REMAIN N OED N sruRPwDmIL LU aid'Snm ur-D�-a--,m-�n--•'PIES�TAIRRMLING w LU z BUILDING SECTION "B"SCALE: 4' Go O III.IFH.n mailmlilsli u 1111T LU 17 LU ALICULIMF .,"Busewnn m�" „K"ate U �7 nw, q���,o.uc.a�ea ,�,�w.. o • ".W,w,a �U W'� F�1k°01n "N"� ciRGfWIfID[RmNXECIIM ITI- 2- 9z°LVLryHANG C.J. .,oJCWmscn LmAAAJN.EenO Rro �_ •m;6" FEW m:oaa w slRm�ercro OfUXmolxnmx NEW LUS HEADS WIND RESISTANT CONSTRUCTION CONNECTORS GENERAL WIND PROTECTION CONNECTION NOTE5 CONNECTION LOCATION: PART NUMBEK: NOTF5 Adapted from Standard for Hurricane Resistant ReBldenbal Construction; SSTD U R-19 INSULATION EXISTING 2"X G" C.J. TO REMAIN; RIDGE-To-RACTFRs EI , 2111 APPLYTO EACH PAIR OF RAFTERS 10-99 and 1995 SBC High Wind Edition Wood Frame Construction z REPLACE WHERE NECESSARY RArTFR-To-WALL Hv APPLY TO EACH RAFrcR Fasteners and Connectors for Wood Frame Construction RARER-To-PLATE '15-MRs APPLYTO FAL,I RAFlER U I. A continuous load path 9 pure-ro-wna sruo CORD le^ ALmLYro EACH wnu sruo p between foc s, foundations walls, floors, studs and BEDROOM 2ND PLECORWAIL-To-ICT.FLODKWALL LETAo.Cszo Sc" APPLY TO EACH wnu.STUD roof framing shall be provided 7"GYPSUM BOARD HEADER-10-ACKSTUo Cszv 12" APPLYTO SEVEN JACK STUD Eu z TYPICAL ALL AREAS CRIPPLE STUD-TO-HEADER BB APPLY TO Faces cwFPLE sruo 2. Approved connectors, anchors and other fastening 61eVICeS not Included In J ro sHEAK wnu HomrowN ANcnoR BEI APPLY TO r-ACH BIOEWALL END the Standard Budding Code, Table 2306. I shall be Installed In accordance with EXISTING IXTERIORSTUD IST.FLDOK-UNDER-SIDE PLATE CORA WRAPUNDEKDOUBUESIUPIATe manufacturer's Pecommendatlons. WALLS TO REMAIN; �� toss W TH 3"ODUARE WASHEUI II I� Ne oRMPRweo swP,w MnnLOUnNfu Ola fv.PROPER mxG PUlsrlwrcwsTwcneN 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the z o PROVIDE NEW HARDY PLONK R-19INSULATION "w`rnnl`,'ufAErureGOrs TEMBLOOL rwnnaFiusra NS TU rcllifvEmra,mumUPurT IaAOOA°esm p O Y SIDING, R-15 INSULATION 4 ALTERNATIVE FOR OPENING PROTECTION weather or subject to salt corrasion in costal areas, shall be stainless steel or z" DRYWALL ON INTERIOR N F. . A N ER L AR - - - _— — hot dipped cgalvamzed Q z wwL BE PER Ffiv,ECK OF W IRA PRO ECT TnicONN AND T O SIDED M ILCINF PANEL 4. Where windows and doors interrupt wood structural panel sheathing and z z snAI.L BE PERMlrrev,FOR OPENIxG PROTECT DN IN ox AND Mro srozr suILDINGs. rAxels _ _ P ( � L SHALL BE PRECUT TO COVER GLAZED OFFNINGS WITH ATTAcn MENT HARDWARE PROVIDE_o 51chr , framing anchors or connectors shall be provided at the top and bottom \/ y (ROPER To SECTION_GOO 1.4 AND I GOO G s AND TABLE IGO9 a) of cripple studs, header studs, and at least one stud at each side of opening. ,n TABLE I GO9. 1 -4 5. Ridge straps shall be attached to each pair of opposmg rafters except where 11W/ OLNDACRNE DEBRIS PROTECTION FASTENING s_c_ImvULE FOKWOOO ETRUCTURALPAFELs_ collar ties of I xG or 2x4 lumber Is located In upper third of attic space and attach to each pair of rafters. 71IT ERBPACFA prvcnes) G. Uplift connectors shall be provided at each rafter bearin PANEL SPAN,2' PK PANEL 4'0',PANEL 6'-v PAN CI. 9' BUILDING SECTION IICN FABTENERTPUr1 a' STAN<4' RJAN<G'_D" SPAN,a'-D• 7. Floor to floor hold-dawns to be provided every 46, and every I G"within 4' 2 u2^ NG w000 REUnWE I G S I2 of exterior Corners SCALE: n" = I'-0" z 11 ' xe WOOD SELNEWS IG IG IG Iz 8. Sill Plate to Foundation Anchorage: SIII plate shall be anchored to the foundation with anchor bolts hamn PAGE: p.HIR IAULE IB BABED ON A MAXIMUM WIND sreeo(s secvNo dusu of 1 zo MM AND MEAN Roor g a min. bolt diameter of 5/8° and 3"x 3"x L AP ss_o"oR LEsa_ - - —_ 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 C ALL ET Mgrs Aa AI ACHEDTOAT OPPOSING NRO Ma ONf IRYwTUCOODCOaucruwv.vL5ELI _ Inches of each end of each plate. Anchor bolts shall have minimum embedment c WHERE BCREwsa DIRVIOceeDTO NjAACHG,,MABUNR MINIMUM WLPHUBNAu oe of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located ATTACHED UTIIJZING VIBRATION RESISTANTANCHOKsHAVING AMINIMUM WRHGRAWL CAPAOTEOF400Los. -- -- -- - -- within 12 Inches of corners and At spacing not exceeding 4 feet on center.