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HomeMy WebLinkAboutTR-7711A James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE it 0776C Date July 23, 2012 THIS CERTIFIES that the restoration of thc fire damaged interior of the existing single-family dwelling, repairs to damaged roof shingles, sheathing, exterior wall siding, doom and windows At 2625 Cedar Dr., Southold Suffolk County Tax Map it77-1-1 Conforms to the application for Trustees Permit heretofore filed in this office Dated 12/16/11 pursuant to which Trustees Wetland Permit It7711A was issued on 1/18/12 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The restoration of the fire damaged interior of the existing single-family dwelling, repairs to damaged roof shingles, sheathing, exterior wall siding, doors and windows. The certificate is issued to PATRICIA COADY & DEBRA COADY owners of the Aforesaid property. Au& SignaSure~ James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bmdemcyer Michael J. Domino Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Tel,~uhonc (631 ) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: /~[' r'~ Wt 3~/7.- Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction ¼ constructed ~/Project complete, compliance inspection. INSPECTED BY: COMMENTS: CERTIFICATE OF COMPLIANCE: Jmnes F. King, President Bob Ghosio Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631 ) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit NO,: 7711A Date of Receipt of Application: December 16, 2011 Applicant: Patricia Coady & Debra Coady SCTM#: 77-i-1 Project Location: 2625 Cedar Drive, Southold Date of Resolution/Issuance: January 18, 2012 Date of Expiration: January 18, 2014 Reviewed by: Board of Trustees Project Description: To restore the fire damaged interior of the existing single- family dwelling and repair damaged roof shingles, sheathing, exterior wall siding, doors and windows. 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 Petracca Design and Engineering, P.C., last dated November 29, 2011 and stamped approved on January 18, 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 ~-determination from any other agency. &F K~n'ng,~esident Board of Trustees JFK:eac James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 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 X Pre-construction, hay bale line I st day of construction ¼ constructed Project complete, compliance inspection James F. King, President Bob Ghosio, Jr., Vice-President Dave Bergen John Bredemeyer Michael J. Domino Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Please be advised that your application dated "-F'p~cj-/_~,, c97ot I has been reviewed by this Board at the regular meeting o{ _'%"-,-u~[ ~-,rt/ IR oqOl~and your application has been approved pending the c°mpieti(~n of the following items.. checked off below. __ Revised Plans for proposed project __ Pre-Construction Hay Bale Line Inspection Fee ($50.00) __ Ist Day of Construction ($50.00) ½ Constructed ($50.00) X Final Inspection Fee ($50.00) __ Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE:$,~(~~-'~- BY: James F. King, President Board of Trustees Jill M. Doherty, Plesident Bob Ghosio, Jr., Vice-President James F. King Dave Bergen John Bredemeyer P.O. Box I 179 Southold. NY 11971 Telephone (631 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field Inspection/Worksession Report Date/Time: Petracca Design and Engineering, PC on behalf of PATRICIA COADY AND DEBRA COADY requests an Administrative Permit to restore the fire damaged interior of the existing single-family dwelling and repair damaged roof shingles, sheathing, exterior wall siding, sheathing, doors and windows. Located:2625 Cedar Dr., Southold. SCTM#77-1-1 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.__ D. Dzenkowski __other Form filled out in the field by Mailed/Faxed to: Date: OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1938 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: From: Jim King, President Town of Southold Board of Trustees Mark Terry, Principal Planner LWRP Coordinator dAN 11 2012 Date: January 11,201~, Re: Proposed Wetland Permit for PATRICIA COADY AND DEBRA COADY SCTM#1000-77-1-1 Petracca Design and Engineering, PC on behalf of PATRICIA COADY AND DEBRA COADY requests an Administrative Permit to restore the fire damaged interior of the existing single-family dwelling and repair damaged roof shingles, sheathing, exterior wall siding, sheathing, doors and windows. Located: 2625 Cedar Dr., Southold. SCTM#77-1-1 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 coastal consistency review pursuant too § 268-3. Definitions. Minor Actions item A, which states: A. Maintenance or repair involving no substantial changes in an existing structure or facility; 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 Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (63 t ) 765 - 1892 Fax (631) 765-6641 BOARD OFTOWNTRUSTEES TOWN OFSOUTHOLD Office Use Only Coastal Erosion Permit Applica[i~qn Wetland Permit Application ./~ Adminish'ative Permit Amendment/Trans ferjExtension ~(_Received Application: Y~ Received Fee:$~'5~*.~° ' ' Incomplete SEQRA Classification: Type I Type I1 Unlisted Coordination:(date sen0 ~.,J~WRP Consistency Assessment Form ~,C Referral Sew ~' ~te of Inspection: Receipt ofCAC Repc;r/: Lead Agency Determination: Technical Review: ~Pu-4olic Hearing Held: Resolution: Property Location: ~bg.~ Cedc~rDV'lV~. ~ ~(o00o.k l~rvem~_~ .5o~t-ho~d , NI"f i Iq-ll (provide LILCO Pole #, distance to cross streets, and location) (Ifapplicable) Iqq g ~a t ~ ~+Ve~ k Address: ~q~m ~ ~ ~ ! ~rd of Trustees ApplicatioI GENERAL DATA Land Area (in square feet): I q', O00 Area Zoning:_ Previous use of property: Intended use of property: Covenants and Restrictions: Yes x~ No If "Yes", please provide copy. Does this project require a variance fi.om the Zoning Board of Appeals __ If "Yes", please provide copy of decision. Yes "q//No Prior permits/approvals for site improvements: Agency Date 2/ ff~ac& o[- T0wv, Tru~recs ~! tqgq I ~o' Deck.. __ 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): WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: ~r,~t..~ I Area of wetlands on lot: O square feet Percent coverage of lot: D % Closest distance between nearest existing structure and upland edgeofwetlands: feet ,.o I1.~ ~ '~'o ~5>~ Closest distance between nearest proposed structure and upland edge of wetlands: feet iMO I?1~.o~'~1> Does the project involve excavation or filling? ~ 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): PROJECT ID NUMBER 617.20 APPENDIX C STATE ENVIRONMENTAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only SEQR PART 1 - PROJECT INFORMATION ( To be completed by Applicant or Project Sponsor) APPLICANT~_~PONSOR3 ~'~CI~la ? 3. Fcfr,~ ¢¢a,¢1~2. PROJ.CT NAME 3.PROJECT LOCATION: ~ / 4. PRECISE LOCATION: S~eet Addess and Road Inte~ons, Prominent landmass etc -or ~rovJde mad A¢~.S Cea~r DF'rye ~-~a 5~O 0c, W. Ave,-~,..~ (_corner') 5. Is PROPOSED ACTION: [] New [] Expansion []Modification/alteration DESCRIBE PROJECT BRIEFLY: Ftr~ ~e S~or~ ~rl d w'ei I,m~ . 7. AMOUNT OF LAND AFFECTED: Initially {~ acres Ultimately ~ acres 8. WIL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER RESTRICTIONS? ~Yes [] No If no, describe briefly: ~9 W AT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Choose as many as apply.) L.~Residential [~]lndustrial [~CommercJal E~]Agriculture r~ParklForest/OpenSpace E~Other (describe) 10. DOES ACTION INVOLVE A PERMIT APPROVAL, OR FUNDING, NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (Federal, State or Local) E~Yes []No It yes, list agency name and permit / approval: AnY Pb. cr OF IHE ACIION HAVE a CURRENTLY VALID PERMIT OR APPROVAL? r'~Yes agency name permit / approval: yes, list 12. AS A RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATION? [~Ye, [] No N / A I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Signature If the action is a Costal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment PART II - IMPACT ASSESSMENT ITo be completed by Lead Agency) A. DOES ACTION EXCEED ANY TYPE I THRESHOLD IN 6 NYCRR. PART 6t 7.47 ff ~a~s, cse~lnate the review process and use the FULL FAF. I-IY- B. WifJ. ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 6 NYCRR, PART 617.67 If No, a negative dedaratlo~ ma_~_.be supeeseded by 8~(hor Jflv~ved agency. C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOC(ATED WITH THE FOLLOWING: (Aflswe~ may be handwritten, If leg~nte) Cl. F-.Ms~tg air qua~y, aurface or groundwntor quality or quantity, noise levels, e~isflng traffic pattern, solid waste pmdu~on or disposal, I C2 Aua[; "fac. q~, k'ul{dral, -,¢,~--ueagk:al, htstoltc, or other nntural or cultural msenroes, or semmuntty or netghbedmod chamcfar? Explain bdeay: C3. Veuoiai;oii or fauna, fish, ~ ,~;;,;,~;, or. ?,GLO, ~,o,,k,s, significant habltais, or threatened or endangered spoden? I=~q bdelly: A c<,,i,,~nF~y'a ~..,~. ,,a pleas or goas as ,., ~.~,,~, adopted or a change m use or Intefls~ of use of land or oflMr natur~ reSeUmes? f=~,d.,~n bded¥ Growth, subsequent dev~0,,.~,i[, or rotated activities likely 1o be induced by lbo proposed action*, r:vr~=i., briefly'. CO. Long term. short lena, cumulative, or other effects not identilied Iff C1 -C57 Explain brlel~y: I D. WILL THE PROJECT HAVE AN iMPACT ON THE ENVIRONMENTAL CHARACTERISTICS THAT CAUSED THE ESTABLISHMENT OF A CRITICAl PART III' L,q: t t:t~fu~4TJON OF SJGNFICAN(~ (To be ~mp~eted by ,,~) . INSTRUCTIONS: Foreadl adverae effect idenflrmd above, d~em'Jnewhelherlt Is subs~mlial~ toque, imperlant orothelY~ise significant_ Each effe~ s~ould be assessed iff ~o..ec~ with ~ (a) aelang (i.e. urban or rural); (b) pnY~eaty of o<x~l.g; (c) duralio~ (d) In-eve~g~, (e) ~eograph~s<x~;e; alxl(f)mag~tude. Ifnec~sar/,addattachmenfaormfemn~supf~x~imatelfl~. EnslJ~tl~te.xplanafle~eo~laln determlfla~n.WlU' NOT result Iff aW slgn#~a~ adverse envbonmenfal impacts ANO provide, on attachments as neees~ai3', tbe reasons suppodlng ~: Board of Trustees Name of Lead Agency Pl'i~Type Name of Responsible ~/.~r in Lead Agency President Date 'rifle of Responsible Off<or Signature of Preparer (If different from responsible officer[ S) Town of Southold Erosion, Sedimentation & storm-water Run-off ASSESSMENT FORM PROPERTY LOCATIOH: S.C.T.M.~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A btsbtuJC~)Ot ~ ''~ 0 ~ O I STORM-WATER, GRADING, DRAINAGE AND EROSION CONTROL PLAN Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITI~I # / WORKASSESSMY_,NT ] Yes No a. What is the Total Ama of the Project Parcels? I Will this Project Retain Ail Storm-Water RunOff (Inctade Total Area of all Parcels located within [/3L w 0 0 0 Generated by a Two (2#) Inch Rainfall on Site? the Scope OF Work for Proposed Construction) (This item will include all mn-off created by site b. What is the Total Area of Land Cisadng (S.F. ~ clearing and/or construction activities as well as all -- and/or Ground Disturbance for the proposed ~ Site Improvements and the permanent creation of construction activity? impervious surfaces.) (s.F. u__; 2Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DF~CRHrI'ION (v.,~ ~o,~ ~ ~ Drainage Structures Indicating Size & Location? This r~ item shall include all Proposed Grade Changes and -- · Slopes Contmlting Surface Water Flow. Ft~-c_ ~.~${-~ex~L t.~-. o~ ~×~,~nO) 3 Does the Site Plan andlor Survey descfibo the erosion '~'~..JC ~"~.J Y-~_* ~ I~OL,~ ~_'~ ~ ~ ~)~'07~-_1~ I. andsedimentcontrolpracficesthatwillbeusedto r~ . control site erosion and storm water discharges, This -- 'T'I~I_ DV'D ~ ~-~C.-Jl' iI~l.C I (~ (~ ~- c~ V'% ~ itemmustbemaintainedthroughouttheEntire - -- Construction Peded. O*lC0t~nd ~ I$~r~o0~¢ ~, , ~l [ 4 Will this Pmjoct Require any Land Filling, GraOingor ~/ Excavation where there is a change to the Nateml ~JOt~- ~ U~Jl~t ~*~-t (~--Y'{~'~ ~J~'t 5'~(_'~-(=)l'~SExistingGradelnvolvingmorethan200CubicYards ~ C~ I (~tq.~-Jl-~- ~'~ ~ of Materia[ within any Parcel? t 5 Will this Application Require Land Disturbing Activities r~ V Encompassing an Area Jn Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? -- 6is 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 Wet~and or disturbances Df one (1) or more acres; LackJdthg disturbances of less than one acm that 7Will there be Site preparation on Existing Grade Slopes am part of a larger common plan thai wi# ulUmatety disturb o~e or more acres of Land; which Exceed Fifteen (15) feet of Vertical Rise to I i \/ constructed to reduce the pollutants in sturm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder STATE OF NEW YORK, ~. r'f f ~llaat I ...-[.~..0.10Ltl..5...J..i...~.g..~...~.(.C~..,....~..~ ........... bein~ duly swam det)oses and says that he/she is the applicant for Permit, And that he/she is the ~'13 ~ I ~..~..~...r'E.. .................................................................................................................................. Owner and/or representative of the Owner or Owners, and is duly authorized to perform or have perfom~ed the said work and to make and file this application; that all statements contained in this application are ~rue to the best of his lmowledge and belied and ~hat the work will be performed in the manner set foah in the application fried herewith. Sworn to before me this; of Trustees Applicatio~ County of Suffolk State of New York -F~O~qag O, ~'~aCCfl, ~[ BEING DULY SWORN DEPOSES AND AFFIRMS THAT 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 W~LICATION. SWORN TO BEFORE ME THIS DAY OF O _,20 l~ota'ry Public LISA HOLDOS Notary Public, State of New York No. 01 NO5045554 Qua ified in Suffolk County ! Commission Exp res JUNE 12, 20 ~ ,/ ~d of Trustees Applicatio~ AUTHORIZATION (where the applicant is not the owner) Pc~Swc ~a c'o~'d~,' I, Deb~,~ Coad)/ (print owner of pro~erty) residingat I$ Nal~le5 (mailing address) t FI tfo do hereby authorize (Agent) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics orohibits conflicts of interest on the oart of town 0fficem and emnlov~s. Th~ ouranse of this form is to nrovide information which can alert the town of ~ossible conflicts of intereSt and allow it to take whatever action ~ (Last name, first na(me,~iddl¢ initial, ffnless you are applyin~ 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 Varianco Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (lf"Other", name the activity.) ~::atp,~_ Do you personally (or through y~6r company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Socthold? "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/represent ative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in tl~ space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) thc owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation); __B} thc 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 Form TS I Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 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. 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 ~ql,.mnificani beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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~ listin~ both suooortin~ and non suooortin~ 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# '~ --~ 01 0 ~ The Application has been submi~ to (check app~pfiate ~spo~e): TownBoard ~ Plann~gBoard~ Build~gDept. ~ BoardofT~stees ~ 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: Site acreage: Present land use: Present zoning classification: 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: Co) Mailing address: PC (c) Telephone number: Area Code ( ) (9 '~ I - 3 (o I -- q ~ 7~ ~' (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. F~ Yes I---1 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 Ycs 71No 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 7] Yes No' NotApplicahle 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 ~] NoN~] Not Applicable Attach additional sheets ifnecessa~ 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 Ycs [] No'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. Yes No Not App~ble Attach additional sheets if necessai3, Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section IH - Policies Pages 32 through 34 for evaluation criteria. [] Yes ~ No'~ 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'X~ 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. ~ Yes~ NoN~ 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 HI- Policies; Pages 47 through 56 for evaluation criteria. ~ Yes [] No~ Not Applicable At~ach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island ,Sound, the Peeonie Estuary and Town waters. See LWRP Seetinn 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~ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate usc and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. Yes ~ No~ Not Applicable PREPAREOBY-D~ocrm$ ~. ~¢'~O, CC~,i~)~FITLE ~O,.C~)~ ~- DATE \d/ SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000 - 77- 01- 01 SCALE: 1" = 20' DEC. 16, 1998 AUG. 21~ 2000 (loc. dock) Oct. 3~ 2000 (revision) NOTE, LOT NUMBERS REFER TO 'MAP OF GOOSE BAY ESTATES' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON NOV.13~ 1934 AS MAP NO. 1176 AREA = 14,001 sq. ft. ANY AL TERA TION OR ADDITION TO THIS SURVEY IS A VIOLA TION OF SECTION 7E09 OF THE HEF/ YORK STATE EDUCATION LAW~ EXCEPT AS PER SECTION TEOg-SUBDIVI$ION ~. ALL CERT~ TIO~ ~REON ARE VAL~ FOR T~ ~P ~ COP~$ T~EOF O~ Y ~ ~ ~P OR COP~$ ~EAR THE ~RE~ED ~EAL OF THE $~VEYOR WHO~E S~NA T~E APPEARS HEREON. ADDITIONALLY TO C~L Y W/TH SR~ LAW THE TE~ "AL TERED MUST BE USED BY ANY A~ ALL S~VEYORS UT[~ A COPY OF ANOTHER SURVEYOR'S MAP. TERMS S~H ~S "~PECTED' A~ *8EOU6HT'TO'DA TE' AEE NOT ~ COMPL~NCE WITH T~ L~F, $ /~C ~/~~' ~'~,~.,~O 4961B'~:*'~ ": PECONIC SUt:i~.~YORS~ (63~ 765 - 5020 FAX /631) 7B§ - 1797 P. O. BOX 909 1230 TRAVELER STREET $OUTHOLD~ 31. Y. /197'1 REScheckSoftware Version 4.4.2 F' APPR©VED BY Compliance Certificate TRUSTEES TOWN OF SOUTHOLD Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: 2010 New York Energy Conservation Construction Code Suffolk County, New York Single Family Addition/Alteration 575O 4 Construction Site: Owner/Agent: Designer/Contractor: Compliance: 0.3% Better Than Code Maximum UA: 296 Your UA: 295 Ceiling 1: Flat Ceiling or Scissor Truss Skylight 1: Wood Frame:Double Pane with Low-E Ceiling 2: Cathedral Ceiling Skylight 2: Wood Frame:Double Pane with Low-E West Wall: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid East Wall: Wood Frame, 16" o.c. Window 2: Wood Frame:Double Pane with Low-E North Wall: Wood Frame, 16" o.c. Window 3: Wood Frame:Double Pane with Low-E Door 2: Glass South Wall: Wood Frame, 16" o.c. Window 4: Wood Frame:Double Pane with Low-E Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space 356 30.0 3.0 11 4 0.350 1 682 15.0 3.0 36 14 0.350 5 371 15.0 0.0 23 28 0.340 10 41 0.320 13 371 15.0 0.0 26 27 0.340 9 512 15.0 0.0 28 127 0.340 43 18 0.350 6 359 15.0 0.0 24 47 0.340 16 996 21.0 0.0 44 Compliance Statement: The proposed building design desodbed here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Enecgy Conservation Construction Code req~ uirements listed in the RESch~ck Inspection Checklist. Name - Title Jirements in REScheckVersion 4.4.2 and to c~m,/pl~ with t~ma~datory req Date Project Title: Report date: 12/09/11 Data filename: \~ARIA4\tomp\Work\Clients~Merovee Mafie\Resch~ck\Coady 120811.rck Page 1 of 1 SINGLE MEMBER BENDING STRESS: 2800 PSI HORIZONTAL SHEAR STRESS: 288 PSI 0 RACTOR PE ANCE: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTHUCT~ON. NO DETAIL INOLUDED HEREIN IS MEANT TO SUBSTITUTE FOR THE CONTRACTOR'S KNOWLEDGE AND EXPERIENCE OF THE PROPER PREPARATION, TOOLING, SCHEDULING, PROCEDURES. LIMITATIONS, AND REQUIREMENTS OF THE MATERIALS TO BE INSTALLED. 2. THE CONTRACTOR AND SUB-CON~TOR(S), ARE ALL REQUIRED TO PERFORM A PRE-BID SITE INSPECTION ALONG W~TH A COMPLETE REVIEW OF THE DRAWINGS AND SPECIFICATIONS OF THE PROJECT. 3. THE CONTRACTOR SHALL INDICATE ALL EXCEPTIONS TO THE DESIGN IN MIS BID BOCUMENT. NO CONTRACTOR EXCEPTIONS SHALL BE ACCEPTEB BY THE OWNER OR HIS DESIGNEE WITHOUT FULL WRRTEN APPROVAL OF THE ARCHITECT AND ENGINEER. 4. THE CONTRACTOR'S WORKMANSHIP IS TO BE OF THE CONS - ON NO ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH LOCAL, CRY, STALE AND APPLICABLE NATIONAL CODES INCLUDING THE LATEST VERSION OF THE NYS ENERGY CONSERVATION CODE. FLASHING IS TO BE INSTALLED AT ALL EXTERIOR OPENINGS AND STRUCTURAL ATFACHMENTS. SMOKE ALARMS ARE TO BE INSTALLED IN ACCORDANCE WITH STATE AND LOCAL CODES. ALL STEEL IS TO BE ASTM AB6 WITH A STRENGTH OF 5§,000 PSI, ALL WINDOW HEADERS ARE TO BE 2 2X12 UNLESS OTHERWISE NOTED, DOUBLE UP RAFTERS AROUND ALL SKYLIGHT OPENINGS AND PROVIDE HEADERS ABOVE AND BELOW THE SKYLIGHTS. INSTALL METAL TECOS TO CONNECT ALL HEADERS. GENERAL NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICA~S OF OCCUPANCY OR COMPLETION, U.L` APPROVALS, AND ANY OTHER MUNICIPAL REQUIREMENTS, 2. ALL DISCREPANCIES REGARDING THE DESIGN AND DRAWINGS ARE TO BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY BEFORE PROGRESSING FURTHER WITH ANY AND ALL WORK, 8, THE DRAWING IS NOT TO BE SCALED AND ALL DIMENSIONS ARE TO BE VERIFIED BY THE CONTRACTOR. FOUNDATION/MASONRY NOTES: 1. ALL FOOTINGS ASSUMED TO BEAR ON MIN. BEARING CAPACITY OF 2000 ~/SQ. FT. PER NYS RC FOR CONOITION8 WITHOUT SOIL TESTING. 2 ALL CONCRETE TO ACHIEVE A MIN. COMPRESSIVE STRENGTH AT BB DAYS AS FOLLOWS. SLABS: 3500 PSI ALL OTHER: 5,000 PSI (UNLESS NOTED ON DRAWING) TEST CyIJNDERS SHALL BE PROVIDED AS REQUIRED FOR INSPECDON. 5, MEMBRANE WATSRPROORNG SHALL BE INSTALLED ON ALL SUB-SURFACE EXTERIOR FOUNDATION WAllS, ¢ FOOTINGS AT DIFFERENT LEVELS SHALL BE STEPPED AND THE STEP RISE AND RUN SHALL SE A MAXIMUM SLOPE OF 1 VERTICAL TO 2 HORIZONTAL, 5. BACKFILL SHALL NOT BE PLACED AGAINST THE EXISTING FOUNDATION WALLS UNTIL THE CONCRETE IS OF A SUFFICIENT STRENGTH AND THE WALLS ARE BRACED AT BOTH TOP AND BOITOM BY FRAMING LUMBER OR TEMPORARY BRACING. 6. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE VERTICAL JOINTS LOCATED AT THE MIN. DISTANCE OF 4' FROM ANY WALL OPENINGS, EMERGENCY ESCAPE AND RESCUE OPEN~NG(EE&RO) REQUIREMENTS (PER R310). BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLF EMERGENCY ESCAPE AND RESCUE OPENING AS FOLLOWS: 1. SILL HEIGHT NOT MORE THAN 44" ABOVE FLOOR 2. FOR EE~RO'S WITH FINISHED SILL HEIGHT ABOVE THE ADJACENT GROUND ELEVATION: A. MIN, OPENING AREA' 5.7 S.F. (EXCEPTION: FOR GRADE FLOOR OPENINGS: 5 S.F.) B, MIN, OPENING HEIGHT: 24, INCHES C, MIN. OPENING WIDTH: 20 INCHES D. MUST BE OPERATIONAL FROM INSIDE W/O KEYS OR TOOLS. 5. FOR EE&RO~S WITH FINISHED BILL HEIGHT BELOW THE ADJACENT GROUND ELEVATION SHALL BE PROVIDED WITH A WINDOW WELL AS FOLLOWS: A. MIN. NET AREA: 9 S.F. R, MIN. WIDTH AND PROJECTION: 35 INCHES. (EXCEPIION: LADDER/STEPS MAY ENCROACH 6") C. IF WINDOW WELL DEPTH > 44- iNCHES: THEN PERMANENT LADDER REQUIRED. RUNGS: A. WIDTH MIN. 12" B. PROdECTION 8" MIN. FROM WALL C. 16" MAX. SPACING VER~CALLY Table R301 6 Allowable Deflection of Structural Members Allowab]e Deflection Structural Member RaSers having slopes greater Ihat 3112 with ne finished ceihng attached to the milers L/180 Table R301.5 Minimum Roof Live Loads in Pounds-Force Per Square Foot of Horizontal Projection Table R301.4 Minimum Uniformly Distnbuted Live Leads (in pounds per square foot) MINIMUM EXHAUST REQUIREMENTS AREA TO GE VENTILATED EXHAUST VENTILATION REQUIRED 1 OD CFM INTERMi I ~NT FAN KITCHENS (PROVIDE OVER STOVE) PROVIDE 50 CFM TIMER BATHROOMS -TOILET CONTROLLED FAN (IN CEILING ROOMS OR '~ITHIN 8" OF CEILING PER ROOM DIMENSIONING NOTE WALL MEASUREMENTS: TO FACE OF STUD UNLESS NOTED OTHERWISE. DOORS AND WINDOW MEASUREMENTS: TO CENTERLINE OF DOOR OR VWNDOW UNLESS OTHERWISE NOTED. WINDOW HEADER GUIDE (NOTE: ONLY AppLICABLE FOR HEAD~R8 NOT CALLED OUT ON DRAWINGS) UP TO SPAN OF. HEADER SIZE I FEST (2) 2 X 6 DF.#2 3FEET (2) 2 X 8 D F.~2 FEET (2) 2 X 10 D.F #2 6FEET (2) 2X 12 D.F,~2 FEET (2) I 3/4 X 91/4 LVI_ 0 FEET (2) I 3/4 X 111/4 LVL Wood Frame Construction Manual, 2001 Edition I Applicability Limitations Table (Page 2) Is Modified Desi!]r Reference As modified by desifin within Limitefion fo Attribute Limitation Section Figum~ I existin!] WFMC Applicationl Bud nfl Dimensions: Mean Roof Height < er = 33' 1.1.3.1a 1.1 t9.75' YES lumper of Stopes < or = 3 1.1 3.1a 2 YES (22129)= 3.03/4 YES Building Aspect Ratio minimum I: 4 1.1.3.1b mammum 4: I (29 / 22) = 4 / 3.03 YES Floor Systems No ',erlical lloor offsets Vertical Floor Olfsat < or = dr 1.1.3.2a 1.2 proposed YES Floor Diaphragm Aspect Ratio < or = 4: I 1.1.3.2b 1.3 252511 t .75') = 411,86 YES .asset of 12' or 50% of 1.1.3.2c N/A Floor Diaphragm Openings Building Dimenmon 1.4 YES Wall Systems Sheam.~li Line Offset < or = 4' 1.'1.3.3a 1.5 None proposed YES YES(See 'S' dwgs for Shearwall Ste~y O~et < of = d 1.1.3 3b 1.6 2' cont. path details) ~heareall Segment Aspect Rabo < or = 3 '112: 1 1.1.3.3c 1.7 (8/29.75)=0.27:1 YES Roof Systems [ R~of Diaphraghm Aspect Ratio < or = 4: 1 t 1.3.4a 1.3 (29.75' / 8) = 4 / 1.07 YES ROOF UNE EXTERIOR WALL -- MIN. VENT I I 11/2" ~ ,/I ,, I I 172 I 111/2" LAV I WC TUB ~ ~/2' WC 2ND FLOOR 1ST FLOOR MBING RISER DIAGRAM ':'- DEC 16 2011 GENERAL SCOPE OF WORK: REPAIR FIRE DAMAGED HOME INCLUDING THE FOLLOWING: REMOVAL OF ALL: 1. DAMAGED ROOF SHINGLES, TAR PAPER AIND DAMAGED SHEATHING AS WELL AS DAMAGED EXTERIOR WALL SIDING, SHEATHING, SOFFIT. FASCIA, TRIM, DOORS AND WINDOWS. 2. IN~RIOR, SHEETROCK, WIRING, INSULATION AND FLOOR COVERINGS TO ALLOW PROPER INSPECTION FOR DAMAGE, MOLD, AND FINAL AND SEALING OF STRUCTURE ALL BURN DAMAGED MEMBERS TO BE REMOVIED AND REPLACED WITH UKE MEMBERS UNLESS NOTEO BY ENGINEER, INCLUDING: 1. FULLY DAMAGED SECOND STORY RAFTERS, CEIUNG JOISTS, SOME WALL STUDS, AND ALL FLOOR COVERING 2. REPLACE ALL MOLDY ORGANZC MATERIALS. NO EXCEPTIONS. REPLACE ALL DAMAGED POTABLE, WASTE,, DRAIN AND VENT PLUMBING ABOVE GRADE. ON ALL SMOKE DAMAGED WOOD STRUST[drAL MATERIALS TO BE LEFT IN PLACE FULLY ENCAPSULAIE WITH ZINSSER SHELLAC BASED PRIMER SEALER OR EQUIVALENT SHELLAC BASED PRIMER SEALER. FOLLOW ALL NOES AND DETAILS ON DRAWIN~GS. IF A CONTRADICTION APPEARS TO EXIST, STOP WORK AND NOTIFY ENGINEER OF RECORD ON THESE DRAWINGS BEFORE PROCEEDING FrURTHER. CONTRACTOR IS RESPONSIBLE TO PROVIDE A COMPLETE TURN-KEY JOB INCLUDING ALL FINAL PAINTING, TRIM, ETC. AND ANY LACK Of DETAIL INCLUDED IN THESE DRAWINGS DOES NOT PRECLUDE THE CONTRACTOR FROM COMPLETING ALL WORK AS NEEDED FOR FINISH. 44 5' EXISTING 1 1/2 STORY FRA 'E FRAME GAR~E / PLAN FIRE RESTORATION PRPOSED (HATCHED AREA) (J 7 0 z I -- Z 0 R~. 1 wiwn rev: Fret dr to 36" end Res Che~ 11/29/11 ISSUE Rnal Dr~f[ - Town Review 10/11/11 NO. Revision/Issue Date~ Thomas J. Petrocco, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE ~ SMITHTOWN, NEW YORK 11787 (651) 361--9825 (Tel.) (651) 980--7855 (Fox) tpetrocco©~ompe[rocco.com OWNER N~E ~D ~DRESS COADY RESIDENCE 560 Ook Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A1 CMD As oted TJP COA0911 ..., 'T F EXISi~NG 2X8 JOISTS @ 16" O.C. / EXISTING 2X8 JOISTS o SE" O.C / JOISTS 16" O.C. 2X6 JOIST EXISTING CRAWL SPACE EXISTING <lm EXISTING CRAWL SPACE EXIStiNG 2X6 JOISTS JOISTS 16" O.C. Jm ~o EXISTING o~ CELLAR EXISTING a OIL TANK 2416 HEATING UNIT EXISTING 4X6 GIRDER ASSUMED EXIS~NG FOO~NG FOUNDATION PLAN SCALE: 1/4" = 1'-0" 11'-11" WALL LEGEND I I EXISTING WALLS P'27'2727'2'.~ NEW WALLS EXlSTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR I ~EX. SL~B I- I I I I i I I I I I I I I I I I I I I I I I I ~ I I I I I -I I I I I / - L .LLAR/FOUNDATION PLAN ~...,_~,/SCALE: -~"=1'-0" 7 n-- m <~ m 0 E~,- z <~ ~- z ~ ~ ~ W Z o No.Revision/Issue Date~ Thomas J. Petracco, P.E. PETRACCA DESIGN AND ENGINEERING, P.O. 199 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (631) 361-9625 (Tel.) (651) 980-7853 (Fox) tpetracco~tom petracco.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR SOU~-IOLD, NY, 11971 Notices; TJP A2 CMD As Noted ~ TJP COA0911 9'--1 EXISTING OUTDOOR SHOWER 7'--9 1/2" [ ,9'--2" EXISTING BEDROOM EXISTING BATHROOM EXISTING FAMILY ROOM 20'-6 1/2" CL. CL. EXISTING HEADER (VI,F MIN. (2} 2X10) 9'-1 7/18" 2340 EXISTING DECK C OF 0 ISSUED AUG 8, 2007 (3)24510 6068 SLDR EXISTING DINING ROOM EXISTING EXISTING HEADER KITCHEN (V,I.F MIN (2)2X12) UNE OF 2ND FLOOR ABOVE LINE OF 2NpFLOOR ABOVE (V.I,E MIN. (2) 2X12) EXISTING / V~ ~-0~ BILCO DOOR TO CELLAR 2646 REPL EX. STAIRWAY WI'IH NEW TO BUILDING CODE, (13) --AND 9" TREADS LlaNO ROOM 45' -,9" FIRST FLOOR PLAN SCALE: 1/4" = 1'--0" 31'-9 1/2" 52'-10 7/16" NO. 1 D.F.L OR BETTER @ 16" O,C. BURN DAMAGE AREA 2646 11'-11 1/2" WALL LEGEND I EXISTING WALLS NEW WALLS ® e EXlSTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR 2646 % EXISTING CAR GARAGE 2646 FIR,.S,,T FLOOR PLAN SCALE: z =1-0 Thomos d. Petrocco, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE ;5 SMITHTOWN, NEW YORK 11787 (651) 361-9825 (Tel.) (651) 980-7853 (Fax) tpetracca@tompetrocca.com COABY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A 2.1 CMD As Noted ~ TJP COA0911 B ~WES~T SIDE ELEVATION SCALE: 2"=1'-0" WALL LEGEND B NEW 3046 EGRESS B EXISTING WALLS NEW WALLS EXISTING WALLS REMOVED SMOKE DETECTOR EXHAUSTFAN CARBON MONOXIDE DETECTOR EXISTING EXISTING = ~ BEDROOM ~ d ~ ~ ~ ~x 2020 ~ ~ EXISTING * CA~EDRAL I AREA ~ [] L ~ FLOOR PLAN SIDE ELEVATION ~-'~C, COND FLOOR PLAN 7 n,- Ld <~ Lm 0 r~-- Z ~ ~ Z 0 ~ I ~m z Z ISSUE ~nal Draft - Town Review 10,/11/1 1 Thomas d. Petrocco, P.E. pETRACCA DESIGN AND I~IGINEERIN(];. P.C. 199 E. MAIN ST. SUITE 3 SMI~TOWN, NEW YORK 11787 (631) 561-9825 (Tel.) (651) 980-7853 (Fax) t petracca~tompet rocca.cam OWNER NAME AND ADDRESS COADY RESIDENCE 560 0ok Ave. / 2625 CEDAR SOUTHOLD, NY, 11971 AVE. TdP A2.2 CMD As Noted ,.. TJP COA0911 B (~~ U_T H ELEVATION ~x.~.//SCALE: 2"=1'-0" R B B NORTH ELEVATION SCALE: 3/16" -- 1'-0" ~R. RTH ELEVATION ~,,.,~.~ SCALI~ 3'=1'-0" L~ 0 E3.~ Z <:( ~ Z FY' LO ~-- W I c'qO~ Z © © No. Revision/Issue Date Thomas d. Petracca, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUll~ 3 SMITHTOWN, NEW YORK 11787 (651) 561-9825 (Tel.) (651) 980-7855 (Fax) tpetracca~tompetracca.com OWNER NAME KD ~DRESS COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A5 CMD As Noted ~ TJP COA0911 EX. 2X6 11 @ 24" O.C. RAFTERS 12 10 EX. 2X6 RIBGE~ EX. 2x4 JOISTS @ 2¢" EX. 2X6 RIDGE~ EX. 2-2X& TOP PLATE EX. 2x4 STUDS 16" O.C. EX. 2X6 @ 24" O.C. RAFTERS 10 12 EX. O.C. EX. CL. EXISTING BEDROOM EX. 2X~ PLATE EXISTING BATHROOM (REPLACE EXISTING BEDROOM BURNED UNITS AS REQUIRED) EXISTING FAMILY ROOM EX. 2x6 JOISTS @ 16" EXISTING -- EX, FOUNDATION WALL &: FOOTING EX. 2-2X~ TOP EX. 2x6 @ 16" O.C. EX. 2xZ~ STUDS @ 16" O. CRAWLSPACE EXISTING BEDROOM EXISTING BATHROOM EX. 2X4 SOLE EX. 4X6 6% EX. 2x6 JOISTS @ 1 O.C. EX. EXISTING (REPLACEBURNED 2x6 @ 16" O.C. KITCHEN UNITS AS REQUIRED) --EX. FOUNDATION WALL & FOOTING EXISTING CRAWLSPACE SECTION 1-4 S/ -% ECTIO N ~ SEE SHEET 5 FOR DETAILS NOT SHOWN HEREI k,~..~SCALE:I/2"=I'-O" 2-4 2X6 @ 24" RAFTERS 7 a Ld <( Ld 0 a~_ Z <~ ~-- Z 0 co~ n I~1 ~o,Revision/Issue Dat~ Thomas J. Petracca, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE 5 SMI~HTOWN, NEW YORK 11787 (651) 561-9825 (Tel.) (651) 980-7855 (Fax) tpetrocca@tompetracca.com OWNER NAME AND ADDRESS COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR SOUTHOLD, NY, 11971 AVE. TJP A4 CMD As Noted ,... TJP COA0911 EX. 2x8 JOISTS 0 1 RAIUNG EX. 2-2x10 GIRDER EX. 4X4 (T~P) EX. ¢X4 POST (TYP) EX. 2X6 0 24" O.C. EXtS~NG 2x6 WOOD JOIST @ 16" O.C. FORE AND BEYOND. (STRAP TO GIRDER WITH 1 ~" X 20 GA STRAP WiTH (3) 1OD NAILS EACH END EX. 2x6 JOISTS ~ 16" O.C. EXISTING DINING ROOM EX. 2x6 JOISTS @ 16" O.C, CRAWLSPACE 1 ¼" X 20 GA STRAP WITH (5) 1OD NAILS EACH END (ALONG TIE : BEAM AND GIRDER) ~'~1~- (2) 2x6 TIE BEAM @ 48" O.C. METAL JOIST HANGERS (2) 2x12 GIRDER CEILING THRUST LOAD: 1040#, (WFCM 2001, TABLE 2,3 FOR 48" SPACING, 9/12 PITCH) CEILING THRUST LOAD: 1040#, (WFCM 2001, TABLE 2.3 FOR 48" SPACING, 9/12 PITCH) CONNECT NEW (2) 2X6 TIE BEAM TO EXISTING RAF~R WITH ~" THRU BOLT (1175 Ibf CAPACITY) CEILING THRUST CONN DETAIL ROOM AREA) EX. 2X6 RIDGE 12 MAINTAIN MINIMUM 1' AIR ETWEEN INSULATION AND ROOF SHEAIHING EX. 2x4 JOISTS ~ 24" O.C. EXISTING DEN/LOFT R-30 BA~r-- INSULATION 1/2" GYPSUM BOARD OVER 6 MIL POLY VAPOR BARRIER (TYPICAL EX I~RlOR INSULATED WALLS AND CEILINGS} NEW RAILING TO NYS CODE FOR SPADING AND LATERAL S~ENGTH S 1/2" R-15 UNFACED BATF INSULATION INSULATION BETWEEN RAFTERS AND 1/2" RS FOAM BOARD INSULATION ON INSIDE FACE OF FAF I~RS NEW fiE-BEAMS MAINTAIN MINIMUM 1" BETWEEN AND ROOF SHEATHINIG L_? L__~ --7 EXISTING LIVING ROOM 2XZ~ SOLE PLATE SEE DETAIL THIS SHEET FOR -- CONNEC[~ON OF JOISTS AND 3]E-BEAMS TO EXISTING HEADER (2) 2x~ TOP EXT. PLYWOOD1 1/2' GYPSUM BOARD OVER--- 6 MIL POLY VAPOR BARRIER (TYPICAL EXTERIOR INSULATED WALLS AND CEIUNGS) NEW WOOD STAIRWELL IN FOREGROUND. SEE PLAN. MAINTAIN 36" CLEARANCE TO EXISS]NG FRONT WALL RAILING REQUIRED TO CODE, NOT SHOWN 2x4 L--7 L--7 L--7 EX, 4-X6 GIRDER -- \ EX. 2x6 JOISTS ~ 16" O.C,~ 5 1/2" R-21UNFACED BA~ INSULATION INSULATION BE~P~VEEN JOISTS EXI FOUNDA~ON WALL FOOTING SEgTION 1-5 DOUBLE UP EXIS~NG RAFTER __ AT ~E BEAM AND CONNECT WITH (1) ~" BOLT TO EACH SIDE MEMBER OF ~E-BEAM ROOF SHINGLES: ATTACH SELF-SEAUNG ASPHALT ROOF SHINGLES TO ROOF SHEATHING ~TH (6) GALVANIZED STEEL, 12 GA., FASTENERS CONFORMING TO ASTM F 1667. 0 GLE U ENT: EX]END RUBBER ICE SHIELD (SELF ADHERING POYMER MODIFIED BIRJMEN) FROM EDGE OF LAVE UP ALONG SHEATHING TO A MINIMUM 24" HORIZONTAL DISTANCE FROM THE INSIDE OF EXTERIOR WALL, APPLY ASIM D 226, TYPE 1, OR ASTM D 4869 UNDERLAYMENT, AS APPLICABLE PER BELOW: POR ROOFS > 4/12 PITCH: APPLY ONE LAYER IN SHINGLE FASHION OVERLAPPING BY 2" MINIMUM. FOR ROOFS 2/12 te 4/12 SLOPE APPLY TWO LAYERS. FASTEN 36 INCH S~IP PARRALLEL AND OVERLAPPING THE {CE SHIELD. OVERLAP SUCCESSIVE SHEETS BY 19". NEW 1/2" EXTERIOR PLYWOOD. (SEE CONNECTIONS DETAILS SHEET FOR FASTENING REQUIREMENTS) ROOF SHEATHING NAILING: FASTEN 1/2" EXTERJOR PLYWOOD TO FAIRS USING (6) BD NAILS AT 12" O.C. EXCEPT AS FOLLOWS: INTERMEDIATE NAILING (NON PANEL PERIMETER) SHALL SE NAILEB AT 6" O.C. WITHIN 48" OF RIDGES, EAVES, AND GABIJ- END WALLS. AT GABLE END WALL FRAMING SPACE NAILING AT 4" O.C. MAXIMUM -- REV 1 ABBREVIATION LEGEND: EX. EXISTING > 0 Q~_ Z ~ ~ ~ W 0 o > I~1 ~o. Revision/Issue Dote~ Thomas J. Petracc~, P.E. (631) 361-9~25 (Tel.) (6~1) 980--7853 (Fax) COADY RESIDENCE 560 O~k Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 TJP A5 CMD As Noted ~ TJP COA0911 ROOF RAFTER TO RAFTER RIDGE STRAP CONNECTION: /// ~ \\ / \\ j ROOF/CEILING TO WALL UPLIFT AND LATERAL/SHEAR CONNECTION: ////~ / SCALE: NONE \ I I / / ROOF TO WALL UPLIFT AND LATERAL/SHEAR NAILING' UPLIFT- CONNECT RAFTERS DIRECTLY TO STUDS USING 1 1/4" X 20 GAGE GALVANIZED STEEL STRAP. CONNECT WITH 8D COMMON NAILS MIN INTO EACH STUD AND RAFTER PER TABLE 3.4 B (THIS SHEET) LATERAL & SHEAR. TOENAIL RAFTER TO TOP PLATE WITH 8D COMMON NAILS TABLE 3A (THIS SHEET) END NAiL UPPER TOP PLATE TO TOP PLATE WITH (2) 16D NAILS PER FOOT END NAIL TOP PLATE TO STUD WITH (2) 16D NAILS PER STUD RAFTER TO CEILING JOIST NAILNG FOR HORIZ THRUST: FACE NAIL C.J.'S TO RAFTERS PER TABLE 3.9A (THIS SHEET) Table 3.49Uplift Strap Connection Requirements (Roof-to-wall, wall-to-wall, and wall-to-foundation) (Prescriptive alternative to Table 3.4) vvrt.,w~ ~uu i gui I i'~Jl'~l Fastest Mile Windsn~l (mnh~ 110 120 umber of 8d Cam m Nails in each end Framin~l Spac~n~ (in.) 16 12 Roof Span (fi) 24 20 16 12 36 32 28 24 20 16 12 I17 2 of 1-1/4" 20 te Strapt 2 3 3 3 2 2 3 3 3 2 3 28 4 32 4 12 2 2 16 32 3 20 4 19.2 24 3 4 29 4 32 5 36 5 12 3 16 4 20 4 24 24 5 28 5 32 6 36 6 Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirments (20 psf Roof LL) WFCM 2001 EDITION Roof Span (It) 12 24 36 Required Number of 16d Common Nails per Rafter Slope Rafter Spacing (in) Heel Joint Splice~'2' ~,4. 5 12 4 ? 10 24 7 13 19 12 3 5 8 4:12 16 4 7 10 24 5 10 15 12 3 4 6 5:12 16 3 6 8 24 4 8 12 12 3 3 5 7'12 16 3 4 24 3 6 9 12 3 3 4 9:12 18 3 3 5 24 3 5 7 12 3 3 3 12:12 16 3 4 4 1. Nailring requirements shall be permitted to be reduced 25% if nails are clinched. 2. Heel oint connec0ons are not re ured when the ddge s supported by a load bearing wall, header or ridge beam des gned to resistC~e applied loads. 3. When intermediate su portoftheratterisprovidedb vettical struts or purlins ts a oadbearn wa , the tabulated heel ioinDconnection requirements shal{/be perm tted o be reduced pmportional?y to the reduction in span. 4. Equivalent connections are required for ceiling joist to ceiling joist lap splices. 5. Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. 5. Tabulated heel Joint connection requirements assume ceiling joists or rafter ties are located at the bottom of the attic space. / / I SIMPSON 20 GAGE TWIST STRAP FOR UPLIFT OF JOISTS SHALL BE increased by the following tsctom: 1. Prescriptive limits are based on assumptions in Table 3,4 ~ ~ . Tabulated uphit requirments assume a bui[ding located in Exposure B ~ 3. Tabulated uplift requirments assume a roof ceiling load of 9 psf (.6 x 15) psf. ~ if a ceiling assembly is not present or if the ceiling assembly is not connected to the roof assembly, the tabulated number of nails shall be mcreased by 1 nad ~ at each end of the simp \ 4 Minimum ASTM A653 Grade 33 strap , TABLE 3.1 , WFCM 2001 EDITION NOTEI THESE DETAILS PROVIDED aof/Ce, n Framing and S e joh ng: NOT/APPLICABLE TO EXISTING NOT Rim~l~!~ki:~et'}~Re~L~e'0T'iBoord to Rafter nd °[;l~,~;inail, :emF?ce nailed': t2) (2~)~:~11:16d Ceilino Sheo~ino -C ,sum W, oo.d ~/2~1S~:b Table 3.OA Ridge Tension Strap Connection Requirements Wall Framing and Sheathing: WFCM 2001 EDITION doint DeacHpUan NUMB~ OF When ceiling joists o,r rafter ties are located higher in the attic space, the tsbulated heel joint connecbon requirements I WRAPAROUND DOUBLE JOISTS AND DOWN OTHER SIDE \ \ \ \ CANTILEVER APPLICATION CONNECTION: SCALE: NONE CONNECT WALL STUDS TO LOWER WALL STUDS USING 1 1/4" WIDE X 20 GAGE. ASTM AB53 GRADE 33 STEEL STRAP. ATTACH WITH 8D COMMON NAILS INTO UPPER AND LOWER STUDS PER TABLE 3 49 (THIS SHEET) NAIL STRAP TO BOX JOIST WITH (2) 19D NAILS I I -..WALL TO FOUNDATION UPLIFT CONNECTION.~ \ \ I I / / / / / J J WALL TO FOUNDATION UPLIFT STRAP AND CONNECTION: I 1/4" WIDE X 24 INCH LONG, 20 GAGE, ASTM A653 GRADE 33 STEEL STRAP, NAILED TO STUDS @ 16" O,C. WITH 80 COMMON NAILS PER TABLE 3 49 (THIS SHEET), LAP OTHER END UNDER SILL PLATES AND NAIL TO SILL PLATES WITH SAME QUANTITY OF 8D COMMON NAILS. SILL PLATE TO FOUNDATION UPLIFT CONNECTION. 1/2" STEEL ANCHOR BOLTS @ 30" C.C. AND 12" MAXIMUM FROM CORNERS AND ENDS ATrACH NEW SILL PLATES W1TH 3" SQUARE WASHERS AND NUTS CONNECTED TO TRANSFER SHEAR -FOUNDA710N WALL, ~YP. Fastest Mile W~ndspeed (mph) 110 120 Ilumber of Bd Coil 3n Nails in each end Roof Pitch Roof Span (fi) of 1-1/4" 2D ge Strap~.2,3,4 \ \ \ WALL TO FOUNDATION LATERAL/SHEAR CONNECTION: END NAIL WALL SOLE PLATE TO WALL STUD WITH (2) 16D NAILS PER STUD. END NAIL BOX JOIST TO JOIST W]TH (3) 19D NAILS 1. Tabulated connection requinnenta shall be permitted to be multiphed by .7 for flaming not located within 8 feet of buildilng comer. 2. Assumed Exposure B 3 Tabulated connection requirements are based on total upliIt minus .6 of the mol assembly dead load (.Exl0ps0 4. Tabulated connection requirements are based on a 12" ddge strap spacing, for ttiftemnt ddge strap spacings, muglply the tabulated value by foe appropriate multiplier below. . Ridge Strap Spacing (,n.) I 12 16 19.2 24 46 I I Multiplier 1 00 1.33 1.60 2.00 4.00 ITo. Plate [o ToD P~dl~ (2) I~D -- per fool ~~d-nailed~ 110 MPPI wind Z+ mc.studs; 2 16D or ~d ~mmon per Zx~ stud or BO m Plafe o Stud O MPH wnd. ~ o.c.atuda: ~ I~U or ~, common ~er zx* ,tud~ 112u M~H wind. 10 O.C.StUda. ~5) I~U or ~ ~mmon [per 2x' atu~ I~R Blocki.. (F*~ n~il~: (2) leD I - (2) lSD ] per foot Wall Sheathing: Floor Framing and Sheathing: NUMBER OF NUMBER OF ~taoana, Bo~rd Sheathina I :x . or, x /~2/ .L~ 1~51 1OD ROOF SHEATHING A~-ACHMENT REQUIREMENTS FOR WIND LOADS 10 WIND SP 120 WIND SPEED (MPH) (MPH) NN SPN lNG FOR ,,.c.. o.c., £ TABLE 3.10 WFCM 2001 E=NAIL SPACING AT PANEL EDGES (IN.) F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN.) 1. FOR SHEATHING LOCATION WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT SHALL BE USED 2. TABULATED 12" C.C. SPACING ASSUMES SHEATHING ATTACHED TO EAFTER/~RUSS FRAMING MEMBERS WITH S>OR= .49. FOR FRAMING MEMBERS WITH 0.42<G~.49, THE NAIL SPACINGS SHALL BE REDUCED TO S" C.C. 5. When the tabulated number of nails required in each end of the strap is equal to I and TOENAIL BOX JOIST AND FLOOR JOISTS TO SILL the framing is attached in accordance with Table 3.1, the ridge strap and additional PLATE PER SCHEDULE nailing is not required. I~"STEELBENTLEGANCHORS~30"OC MAX, 6. Whenacollartieisusedinheuofddgestrap, thenumberofl0dcommonnails R301.2 Climatic and geographic design criteria: 12 FROM EACH END AND CORNER. ADHERE required in each end of the collar 0e need not exceed the tabulated number Ground Snow Load:/ 20 J #/sq ft ASCE 7. Figure 7-1, Ground Snow Loads PLATES TO BOLTS WITH 3" X 3" SQ. STEEL of 8d in a steel strap, ii Subject to DamageSeia mlcBaSic from:OeaignWInd Speedcol[egory:(v):rl Severe~-OB /mph ASCE 7, Figure 6-1, Basic Wind Speed WASHERSANDNUTS. EMBEDANCHORMIN. 7" / Wec~Lhedng:~ ASCE 7, section 9.1.2.2.1 and 2 I 1/4" 20 gage dd e stra shall be ASTM A653 grade 33 or equivalenL ~ INTO CONCRETE 7. For mean roof hi~g~t s of ~°5 feet or less the tabulated values shall be permitted ubjectSubject[° Damageto Damagefr°m' FroStfrom: UneTermlte:,Depth: II Moderate36 fo Heaw I inch~ Figuref°°tlng R3~ .2de th belows) grade to be multiplyed by 0 80. / SubJect to Damage from: Decoy; I Sllaht to Moderate Rgure R30 .2 · l~nter Design Tern erature: 11 des F ~7 m Ld <( Ld 0 Q,_ Z I~1 <~7__ Ld REV. Town rev. Fit dr to 36" and Res Chec 11/29/11 ISSUE Rnel Draft - Town Review 10/11/11 Thomas d. ~etrncco, ~.[. PE~ACCA DESIGN AND ENGINEERING, P.e. 199 E. MAiN ST. SUITE 5 SMITHTO~, NEW YORK 11787 (631) 561-9825 (Tel.) (~) 9~o-7~ (F~) ~petrocco~tompetracco.com COADY RESIDENCE 560 Oak Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 .... TJP S1 CMD As Noted Table 3.7 Header Connection Requirements R301.2.1.2 WlNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS FASTENER SPACING 4 FOOT 6 FOOT FASTENER PANEL SPAN < PANEL SPAN < PANEL SPAN TYPE <= 4 FOOT <= 6 FOOT <= 8 FOOT 2 1/2" ~6 16" 12" 9" WOOD SCREWS 2 1/2"#8 16" 16" 12" WOOD SCREWS a. This table is based on 130 mph wind speeds and a 33-foot mean roof height. b. Fasteners shall be installed at opposing ends of the wood structural panel. c. Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. Fastest Mile Windspeed (mph) ~U 110 , 120 plift~'~I Lateral/ Uplift",4 [ Lateral ~;tequired Capacit~, I Connection at Each Roof Span Header Span (ft)~\127 End oyH133 ader (lbs)',' 2 165 157 4 :~5 26/6 331 315 6 3~ 3~7 496 472 8 51~ ~9 661 630 12 10 63~ ~61 827 787 12 765\ ~94 992 944 14 892 \ /926 1157 i 1102 16 1020\ / 1058 1323 I 1259 2 202 \ f 132 264 157 4 404 ' 265 528 315 6 605 j\ 397 792 472 24 8 807 /!\ 529 1056 630 10 1009/\661 1321 787 12 121!/\794 1585 944 14 141~ -- 26 1849 1102 2 I 1 364 157 4 5~4 2~5 728 315 6 ~32 39~ 1092 472 8 7109 52~ 1~57 630 36 10 /1386 661 \ 1821 787 12 / 1663 794 \ 2185 944 14 / 1941 926 \ 2549 1102 16 ' 2218 IDSR ~ 2913 1259 NOTE: MAX. NAILS PER STRAP END: (8) FOR CONNECTIONS REQIURING MORE THAN (8) NAILS, ADDITIONAL STRAP(S) REQUIRED. ~ Tabulated uplift and lateral connection requirements shall be permitted to be multiplied by .7 and .92 respectively, for framing not located within 8 feet of uildilng corners. 2 Tabulated uplift requirments assume a building located in Exposure B 3 Tabulsted uplift requirments assume a roof/ceiling dead load of 9 psf (.6 x 15 psf) Tabuleted uplift loads are specified for headers suppoding a roof assembly. When calculating uplift loads for headers supporUng floor loads, the tabulated uplift loads shall be permitted to be reduced by 30 plf times the header span for each full wall above. Table 3.8 Window Sill Plate Connection Requirements - Exposure B Fastest Mile Windspeed (mph) -,\ 110 ,/ 120 ~ Required I-~t~ -al Capacity of C~l~nection ~/'E~ ;h End of Window Window Sill Span (ft) X ~11 Pk :e (lbs) ~, 2 2 & 157 4 315 6 472 8 630 10 787 12 944 14 1102 16 1259 Tabulated uplift and lateral connection requirements shall be permitted to be multiplied by .92 for framing not located within 8 feet of uildilng corners. NOTE: THESE DETAILS PROVIDED FOR ALL REPLACEMENT WORK. NOT APPLICABLE TO EXISTING NOT REPLACE D. J Heoder ADDITIO~ ADDED I STRAPPI STRAPPI WIDE FA REQUIRE King Jock WINDOW OR DOOR OPENING '-~ Stud Stud '~ Sill P~OVIDE SIMILAR DEVICE UPLIFT - OR LOWl 1'-¢" 1'-4" ~1'-¢" 1'-~" 1'-4" 1'-4" 1'-4" KING STUD MAY BE FOR ADDITIONAL MAY WRAP AROUND OF STUD AS SIMPSON HTT22 OR APPROVED ICC APPROVED TO PROVIDE ADEQUATE TRANSFER TO FOUNDATIO FRAMING AS REQUIRED. LOWER STRAPPING NOT INDICATED Q) CD <:( ~- Z Q--' LQ '-- L1 0 U3 © {EV. I Town ;SUE 0 .~o. Revision/Issue Dot~J Thomas J. Petrocco, P.E. PETRACCA DESIGN AND ENGINEERING, P.C. 199 E. MAIN ST. SUITE 3 SMITHTOWN, NEW YORK 11787 (631) 361--9825 (Tel.) (631) 9a0-785~ (Fox) t p etracca~lLOm~)etraccQ.co~n COADY RESIDENCE 560 Ook Ave. / 2625 CEDAR AVE. SOUTHOLD, NY, 11971 ... j TJP S2 CMD As Noted ,~ COA0911 TJP