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HomeMy WebLinkAboutTR-7409 James F. King, President aoF sours Town Hall Annex Bob Ghosio, Jr., Vice-President 54375 Main Road P.O. Box 1179 Dave Bergen ~ ~ Southold, New York 11971-0959 John Bredemeyer G C • ~O Telephone (631) 765-1592 Michael J. Domino Fax (631) 765-6641 ~y~OUNi'1,~~ BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0887C Date: Aueust 14, 2013 THIS CERTIFIES that the demo and construction of a new house and foundation further landward; reconstruction of existing deck with stairway;_pervious drivewav: removal or abandonment of existing sanitary system; installation of new sanitary system; non-turf buffer from flood plain line seawazd At 3450 Deep Hole Drive, Mattituck, New York Suffolk County Tax Map # 115-17-9 & 10 Conforms to the application for a Trustees Permit heretofore Tled in this office Dated June 21, 2010 pursuant to which Trustees Wetland Permit #7409 Dated September 22, 2010, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demo and construction of a new house and foundation further landward: reconstruction of existing deck with stairway; pervious drivewav removal or abandonment of existing sanitary system• installation of new sanitar~ystem~ non-turf buffer from flood plain line seaward. The certificate is issued to FRANK & MINDY MARTORANA owners of the aforesaid property. ..u A thorized Signatu r1' ~ _ _ii ~a.., t ''~1~lM,'a: # a' '`9~''* ~ a 5 • i ~ 4 ,J ~ . t: ti , a ~+Td•. s.. `i t~"!L~4 P•,y ~ ~ r. Y a}~ - _,~E ~a 77 ~Q °k ~ . G w ~a~,~ '.i~,r • N 1l, ~ ~j+T 1 p'i f . ~.1 ~~2°~ :~.~'~..s rrP~•~ i i.t. Rt 1',`n .t"~7.R~~ti' ~+~Jt~ ,fbe ,,Y ~ ~ - - . atryF it w .t* Sp tyJy .i~. tR~M ' ~e!J}~. ~4 Y ' _ ~r~ ~i :w f.~ ?IV ~ ri, .r . 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'.r' } t,/ V _ ~ ' .y..~" ..I~ •.f '1'p.. w. ~vs '.1'714A •{t, i. t'1 ~`~i;` S 1.-t i3~.~ S•'.+~ N~7 •5 }•.,c, rr. ttv~ ~.P ~ _ `'~C,f , "a• s R~ ""{..:i `W'~ ~7y~r'`~ " '.atS t s- ~~nx t'IIr:1:, ,x 'r '~1~~ ~ \~'n-A f~' .t ~:p~hi'~.pir r ~'.rJG 'If - ~:'k 4 ~ ~ o `.r - ' 7~_ - 1, r: - Y ~ r ~ .r r t s i • :d>. ~ ~ ~ ; - ~ "y KI_ 'I. ° - I _ _ ~ y ~.f~--^'^- ~ .,w~~'~~~_ ~ ~ ,bye' ~ r ~y ! ~i r`'~~ Y wa ~ f r I i~~~~+~, ~ a w~ r M~ ~ r~ .Si.~i. t ~y ~(ff~ x .3 r, ~ ~ ~ i~. f[` I z' ' ~1 j` 7i yN = LAW OFFICES WICKHAM, BRESSLER, GORDON &GEASA, P.C. 13015 MAIN ROAD, P.U. BOX 1424 WILLIAM WICKHAM (06-02) MA'I"fITUCK, LONG ISLAND F,RIC. J. BRESSLER NEW YORK 11952 275 BROAD HOLLOW ROAD ABIGAIL A. WICKHAM SUITE. 11 I LYNNE M. GORDON MELVII,LF., NEW YORK 11747 .IANE`I' GEASA 631-298-8353 TELEFAX NO. 631-298-8565 631-249-9480 wwblaw~aol.com TELEFAX NO. 631-249-9484 March 28, 2013 Board of Town Trustees Town of Southold Post Office Box 1179 Southold, New York 11971 Re: Trustees' Permit No. 7718 issued to Frank & Mindy Martorana 3450 Deep Hole Drive, SCTM# 1000-115-17- 9 & 10 Ladies and Gentlemen: I have enclosed a copy of the Declaration of Covenants required by the Board in connection with the above referenced permit for your review. Please advise if same is acceptable, and I will have the original Declaration of Covenants recorded in the Suffolk County Clerk's Office. Ver/y tr y you/rs/, n~2~ , Abigail A. Wickham AAW/dm ettcl. 30/shdtrustee2013 D E V APR -gip D 13 DECLARATION OF COVENANTS THIS DECLARATION made thi~~day of March, 2013, by FRANK MARTORANA AND MINDY C. MARTORANA, residing at 172 Baylawn Avenue, Copiague, New York 11726, hereafter referred to as `DECLARANTS": WITNESSETH: WHERAS, DECLARANTS aze the owners of a certain real property located at 3450 Deep Hole Drive, Mattituck, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 115.00, Block 17.00, Lots 009.000 & 010.000, which aze more particularly bounded and described as set forth in Schedule A annexed hereto, hereafter referred to as the Property; WHERAS, the Property is situate on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANTS have made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees have required that Declarants install and maintain a 40' wide "non-turf buffer" planted with switchgrass along the landward edge of the wetlands; and as depicted on the site plan prepared by Land Use Ecological Services, Inc., last dated January 17, 2012, and stamped approved on January 18, 2012. NOW, THEREFORE, THE DECLARANTS do hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained, along the landward edge of the wetlands, a 40' wide "non-turf buffer" planted with switchgrass as defined by Chapter 275 of the Town Code, and as depicted on the site plan prepared by Land Use Ecological Services, Inc., last dated January 17, 2012, and stamped approved on January 18, 2012. 2) These covenants shall nm with the land and shall be binding on the DELCARANTS, their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owners have executed this instrument this ~~.~day of March, 2013. r artorana Mindy C. orana STATE OF NEW YORK, COUNTY OF ~~/aPFoc.K. : ss: On the ,~,7-day of March, 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared Frank Martorana and Mindy C. Martorana, personally known to me or proved to me on the basis of satisfactory evidence that they executed the same in their capacities and that by their signatures on the instnuent, the individuals, or the persons or entities upon beha of which a individuals acted, executed the instrument. Not ubl'c re%&rmartorana _ _ 1 • SCHEDULE "A" ALL that certain plot, piece or parcel of land, situate, lying and being at Mattituck, in the Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of Deep Hole Drive, said point being 1372.96 .feet from the corner formed by the southerly side of New Suffolk Avenue and the easterly side of Deep Hole Drive; RUNNING thence along land now or formerly of Joseph Zito South 79 degrees 00 minutes 00 seconds East, 120 feet (deed), more or less, to a creek or gutter and land now or formerly of H. Alvin Smith and another; RUNNING thence southerly along said land, the tie line of said creek 120 feet, more or less, to land now or formerly of Devries; RUNNING thence along said land North 79 degrees.00 minutes 00 seconds West, 150 feet (deed), more or less, to the Easterly side of Deep Hole Drive; RUNNING thence along Deep Hole Drive North 4 degrees 52 minutes 50 seconds East, 102.34 feet to the point or place of BEGINNING. Together with any accretions or land along or under said creek to the land formerly of H. Alvin Smith and another. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed recorded in Liber 12087 page 388 as to SCTM#1000-115-17-1'0, and deed recorded in Liber 12087 page 390 as to SCTM#1000-115-17-10, as well as the same premises in corrections deeds recorded in Liber 12593 page 58 and Liber 12593 page 57, it being the parties' intention to merge both parcels into one single parcel. Regulated tidal wetlands associated with Deep Hole Creek are located at Suffolk County Tax Map Number: District 1000, Section 115, Block 17, Lots 9 R 10, otherwise known as properties of Mindy C. Martorana and Frank Martorana, respectively, and their heirs, assigns, or successors. This property is subject to the provisions of New York State Environmental Conservation Law (ECL) Article 25 or its successors, and the conduct of regulated activities may occur only pursuant to ECL Article 25 if prior approval is given by the New York State Department of Environmental Conservation (NYSDEC) or its successor: Regulated activities include, but are not limited to the erection of any structure(s); excavation; dredging; grading and filling; clearing of vegetation; and application of chemicals within the area of NYSDEC jurisdiction. Jill M. Doherty, President ~QF ~~Vry Town Hall Annex James F. King, Vice-President ,`O~ 54375 Main Road P.O. Box 1179 Dave Bergen J~ # Southold, New York 11971-0959 Bob Ghoaio, Jr. u+ ae John Bredemeyer ~ ~ Telephone (631) 765-1892 Fax (631)765-6641 ~y~OUNiV , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE qF INSPECTION: ~I,~G!/ > 7 y/ Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 15~ day of construction constructed Project complete, compliance inspection. INSPECTED BY: ~.J, ~ (y COMMENTS: ~I y , C11 CERTIFICATE OF COMPLIANCE: U ~(t" ~ Ao~ ~r,~' v ~T nn nn M~. /VIG~~/~or~nq Called for )i"v~al ~y~Sp. Jill M. Doherty, President ~ Town Hall, 53095 Main Rd. James F. King, Vice-President ~ P.O. Box 1179 Dave Bergen ® ~ Southold, NY 11971 Bob Ghosio, Jr. ~ Telephone (631) 765-1892 John Bredemeyer Ol ~ 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 POSSI$LE REVOCATION OF THE PERMIT. - INSPECTION SCHEDULE v Pre-construction, hay bale line 1 at day of construction Yz constructed Project complete, compliance inspection. BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT N0.7409 DATE: SEPTEMBER 22, 2010 ISSUED TO: FRANK & MINDY MARTORANA PROPERTY ADDRESS: 3450 DEEP HOLE DRIVE. MATTITUCK SCTM# 115-17-9 & 10 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 22.2010, and in consideration of application fee in the sum of $250.00 paid by Frank & Mindv Martorana and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Tnutees authorizes and permits the following: Wetland Permit to demolish the existing house and construct a new house and foundatlon further landward; reconstruct existing deck with stairway and install a pervious driveway; remove or abandon the existing sanitary system and install a new sanitary system; with the conditions of a line of staked hay bales with silt fencing is installed prior to construction, anon-turf buffer is installed and maintained from the flood plain line seaward; and as depicted on the survey prepared by John T. Metzger of Peconic Surveyors, P.C., last dated September 10, 2010, and stamped approved on October 25, 2010. 1N WITNESS WHEREOF, the Bald Board of Trustees hereby causes. its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date: e 9 o~~~ ~ C 0 ~ Q,h1 C r' • TERMS AND CONDITIONS The Permittee Frank & Mindy Martorana. residine at 3450 Deep Hole Drive. Mattituck. New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold aze released from any and all damages, or claims for damages, of suits arising duectly or indireclly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Boazd of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Pernrit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Boazd of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendaz days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other pemuts and consents that maybe required supplemental to this permit, which may be subject to revoke upon failure to obtain same. Jill M. Doherty, President ~QF ~QUry Town Hall Annex James F. King, Vice-Preaident ,`O~ 54375 Main Road P.O. Box 1179 Dave Bergen l~f ~ Southold, New York 11971-0959 Bob Ghoaio, Jr. d+ ~c John Bredemeyer ~ ~ ~ Telephone (631) 765-1892 ~A.CO~'-,~1 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 22, 2010 Ms. Lauren Ferguson Land Use Ecological Services, Inca 570 Expressway Drive South, Suite 2F Medford, NY 11763 RE: FRANK &MINDY MARTORANA 3450 DEEP HOLE DRIVE, MATTITUCK SCTM# 115-17-9 8< 10 Dear Ms. Ferguson: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 22, 2010 regarding the above matter: WHEREAS, Land Use Ecological Services, Inc. on behalf of FRANK &MINDY MARTORANA applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated June 21, 2010, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, in accordance with Chapter 268, said application, was found to be Exempt from the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 22, 2010, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 ~ • WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees approve the application of FRANK & MINDY MARTORANA to demolish the existing house and consjruct a new house and foundation further landward; reconstruct existing deck with stairway and install a pervious driveway; remove or abandon the existing sanitary system and install a new sanitary system; with the conditions of a line of staked hay bales with silt fencing is installed prior to construction, anon-turf buffer is installed and maintained from the flood plain line seaward; and as depicted on the survey prepared by John T. Metzger of Peconic Surveyors, P.C., last dated September 10, 2010, and stamped approved on October 25, 2010. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, Jill .Doherty President, Board of Trustees JMD/eac ~~~~gpR~O(,~~~~ Jill M. Doherty, President ~ ~ Town Hall, 53095 Main Rd. James F. King, Vice-President y ~e~r P.O. Box 1179 Dave Bergen A'CS` Southold, NY 11971 Bob Ghosio, Jr. ~ Telephone (631) 765-1892 John Bredemeyer Ql ~ Fax (631) 765-6641 BOARD OF TOWN TRUSTEES 1 TOWN OF SOUTHOLD TO: ~(-C~CI I~ r'jrYj~1 / ~ 10.~~0(~GinOL Please be advised that your application dated -i u?1G' ~ ~ , o~ I O has been reviewed by this Board at the regular meeting of "iflJa and your application has been approved pending the com letion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) '/z 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: aJ TOTAL FEES DUE: $~OC~ ? BY: Jill M. Doherty, President Board of Trustees o~g~?FFi7(~.~ Peter Young, Chairman Town Hall, 53095 Main Rd. Lauren Standish, Secretary T P.O. Box 1179 ~ Southold, NY 11971 y~01 y ~~a' Telephone (631) 765-1892 T Fax (631)765-6641 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., July 14, 2010, the following recommendation was made: Moved by Jack McGreevy, seconded by Audrey Horton, it was RESOLVED to SUPPORT the Wetland Permit application of FRANK & MINDY MARTORANA to demolish the existing house and construct a new house on the existing foundation/footprint of the existing house. Reconstruct existing deck with stairway in place and install a pervious driveway. Remove or abandon the existing sanitary system and install a new sanitary system. Located: 3450 Deep Hole Dr., Mattituck. SCTM#115-17-9&10 Inspected by: Audrey Horton, Jack McGreevy The CAC Supports the application with the Condition the creosoted logs are removed from the wetland area, a landscaping plan is submitted for the area seaward of the deck along the creek side, and the area underneath the deck is non-turf. Vote of Council: Ayes: All Motion Carried i I v~~~ l 1 • ~ ' r ~r~ ra ~ T 1 r ~ r`Y. Y r ~;4 1 _ y ~ ~ A ~ i~ _ i f ~ Y k.. ~•T N. ! ~ r~`,e r ~ x ~ r. j r y * e~~ - { `ire 1Mt ~'•y. ~~F }~i .75Ff ~ n d' .4'34 'S;~ m~,Y~ ~ ~ ~ F Ate..; ~.~n a~': y',' J to ~ .n W, ! ,~~a~~ fib` al.y 1 +L _y ~ i .may. .,t• ` R V~d 7`~ i i 4 a l y f~ i 7~. 1~ 1'~Ft,}^V "fir. ~ •.a.• _ _ r•^~•. qy s,y,,ej. - s~ } ~.'P~', ~ . it ~ X11 sss,. a. ~ • 'r ~al~ ~ ` • Martorana - Mattituck• SCTM#: 1000-115-17-9& 10 Site Photographs u~ :'sue r . °-r . ` .,"yl ~ _ ~ I 'a X y ~ ;a.~~ ~ `Y y n ~ _ w, ` Photo 1. View of existing dwelling, facing east. l _ - ~ " ~ 7~ _ ..AA" ~ _ . ~.y, ~ .'fit t°" "i7~J nikx~. ' _ .`!ter. a~".\~.tr'~"~r[~~ PFu~to Vie~~~ e~f c~is(in~ deck, f~lcin~ tun-th~~~cst. Land Use; I:calogical Services, Inc. 570 (i'xpressway Drive South, Suite 2F photos taken 4/2 I /2010. Medford, NY 11763 "I'el 631-727-2400 Fax 631-727-2605 + • Martorana - Mattituck SCTM#: 1000-115-17-9& 10 Site Photographs 3 - ~i i - , ~ J y ~ ; ~ ws. 1 = C.. ~ t iY' S' - ~w . W~ k 'eta ~`~~k~w, 1 1T. . q ~ yr ~ ~~'.~d ~ ~ lr~+h Photo 3.~Vic~~ ul c:lis[ing d~~eilin~, anew deck, facing south. ,t St K-, _ ~ Fv" R rr ~p$yt~ ~ F .~~.4r~~, _z ~ ~ ' alp ~tf ~r ,a._t' ~a ~ j's d T y I .q~ z~ r I r. ~.;.~k~e,.,~n,,y.. r i. t . ~ t~ ? L ~ f^ .'fit -,i L'. Photo 4. View of existing dwelling, facing southeast. land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 2F photos taken 4/2l/2010. Medford NY 11763 Te1631-727-2400 Fax 631-727-2605 ~gUfFD(,~ Jill M. Doherty, President O~ CO P.O. Box 1179 James F. King, Vice-President ~ G•1 Southold, NY 11971 Dave Bergen y ? Telephone (63 11 765-1 8 92 Bob Ghosio, Jr. ,y ~ Fax (631) 765-6641 John Bredetneyer ~ `F Southold Town Board of Trustees Field InspectionNVorksession Report Date/Time: ~~'(~rj~ FRANK & MINDY MARTORANA request a Wetland Permit to demolish the existing house and construct a new house on the existing foundation/footprint fo the existing house. Reconstruct existing deck with stairway in place and install a pervious driveway. Remove or abandon the existing sanitary system and install a new sanitary system. Located: 3450 Deep Hole Dr., Mattituck. SCTM#115-17-9&10 Type r•ea to be impacted: altwater Wetland -Freshwater Wetland -Sound -Bay Distance of proposed work to edge of wetland Part own Code proposed work falls under: hapt.275 _Chapt. 111 -other Type of Application: etland -Coastal Erosion -Amendment _Administrative_Emergency-Pre-Submission Violation Info needed: M~ ~ 5 ~r b a,~t- >al- Z~ Modifications: Conditions: Present Were: ~!J.King J.Doherty" J. Bredemeyer - D. 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T w u+e' v Y » •r „ n 'u ~ e,,.o A Y f Y ~ 1a~ ~ s`u q'r gu p_ q, Y w.wu vamwt a s 'u t ~ 1r ~ y r h ~ v"„ytl $ ~,tr + - a T I>~ P r u ry. rr' K ® ~ u 3, ~ ° J/ r a a.. a.. d 'na y e° _ d i aA ~m uE ~ - -__Z_ ~d a ~ „ . ,fit a~~ ~ r u ~ to r W Y' $gn W ~ ~ _ - roncc CWNTY OF SIffFCLK ® ~ ~ SOUINWO ssanx xo ~ ~ an O _ •e Aml R'Werty im Savlu Igarcy i E _ - ~ ~ ,aa ~ 115 "p n - .m.w-.-- w: ...,...,e i IOW mwu,r uw Land Use _ October 18, 2010 Town of Southold Boazd of Town Trustees PO Box 1179 Southold, NY 11971 RE: Application for Permit Martorana - 3450 Deep Hole Drive, Mattituck Dear Sir or Madam: Enclosed with this letter, please find two (2) copies of the revised survey. The survey was revised to show the new location of the proposed house. The proposed house was moved approximately 10 feet landwazd in order to increase the setback from the tidal wetland area, and also to be able to install a vegetated buffer azea between the flood zone line and edge of wetlands line. Please note that the proposed house was moved as landwazd as possible while still maintaining a 35 foot front yard setback. It is our understanding that the proposed scope of work as exhibited on the revised surveys will be authorized by the Town of Southold. However, please do not hesitate to contact this office if you have any questions or require any additional information in order to issue the permit. Thank you. S' cerely, uren Fer s n Ecologist Enc. 570 Expressway Drive South, Suite 2F • Medford, New York • 1 1763 631-727-2400 Fax631-727-2605 Sep. 10. 2010 2:12PM ~ • No. 8535 P, 1 Y6 s~4-:~~~~ ~ dUse FACSIMILE TRANSMITTAL (~'~n... _ _ U ~ HATE: 9~1o/xo ' : a ' f ~~I SEP 1 0 "'0 ~ T0: Town of Southold ~ Sauthhoid iown ATTN: Lauren Bozrd of Trustees ..__.l FAQ (63x) 765-6641 FROM: Lauren Ferguson, (631) 727-2400, fax (63x) 727-2605 RE: Martorana - Site'~sit Wednesday, September 15~' 2010 # PAGES:1 COMMENTS: Tauten, Please have someone caii Chuck Bowman prior to the site meeting so he can meet the town board members. Also, Mr. Martorana would also like a call (if possible). Their numbers are as follows: Chuck Bowman: (516) z5o-8671 Frank Martorana: (516) 779-7155 Land Use Ecological Services, Inc. 570 Expressway Drive South, Suite 2F Medford NY 11763 Phone: (631?-727-2400 Fax: (631)-727-2605 Land Use August 4, 2010 Town of Southold Boazd of Town Trustees PO Box 1179 Southold, NY 11971 RE: Application for Permit Maztorana - 3450 Deep Hole Drive, Mattituck Deaz Sir or Madam: Please consider this a formal request to have the above referenced project added to the upcoming Boazd of Town Trustees hearing date. The project was initially reviewed at the July 21, 2010 hearing; however, we would like the opportunity to meet with the board again in order to discuss the proposed project and come to a resolution. If you have any questions or require further information, please contact this office. Thank you. Sinc_ erely, ~Laure~n Fer us Ecologist Enc. i 570 Expressway Drive South, Suite 2F • Medford, New York • 1 1763 631-727-2400 Fax631-727-2605 OFFICE LOCATION: ~ ~oF $O!/Ty • MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ~~,yy~~~ Southold, NY 11971 (cor. Main Rd. & Youngs Ave.) ~ T Southold, NY 11971 cn ~ Telephone: 631 765-1938 ~ ~ Fax: 631 765-3136 ~~y00UNT`I LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM _ ~~l~~l,~s~ ~ i i r-- r ~ ~ ~ ' To: Jill Doherty, President ~ ~ 1 ' Town of Southold Board of Trustees ~ ~ ~ From: Mark Terry, Principal Planner ~r,~,r~cidTcr. LWRP Coordinator s~:~~n of rm~~tees - Date: July 19, 2010 Re: Proposed Wetland Permit for FRANK 8 MINDY MARTORANA SCTM#115-17-9&10 Land Use Ecological Services, Inc. on behalf of FRANK &MINDY MARTORANA requests a Wetland Permit to demolish the existing house and construct a new house on the existing foundation/footprint of the existing house. Reconstruct existing deck with stairway in place and install a pervious driveway. Remove or abandon the existing sanitary system and install a new sanitary system. Located: 3450 Deep Hole Dr., Mattituck. SCTM#115-17-9&10 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is EXEMPT from LWRP review pursuant to: § 268-3. Definitions. MINOR ACTIONS item "B" which states: B. Replacement, rehabilitation or reconstruction of a structure or facility, in kind, on the same site (inplace), including upgrading buildings to meet building or fire codes, except for structures in areas designated by the Coastal Erosion Hazard Area (CEHA) law where structures may not be replaced, rehabilitated or reconstructed without a permit and shoreline erosion control structures (including, but not limited to, groins, jetties, bulkheads, filled piers) located within Great Peconic Bay, Cutchogue Harbor, Little Peconic Bay, Hog Neck Bay, Noyack Bay, Southold Bay, Shelter Island Sound, Pipes Cove, Orient Harbor, Gardiners Bay, Long Island Sound, Fishers Island Sound and Block Island Sound (excluding all creeks); Cc: Lori Hulse, Assistant Town Attorney Office Uae Only _Coastal Erosion Permit Application ?~Vetland Permit Application Administrative Permit _Amendment/I'r fer ~nsron ~R'eceived Applic ion' e~-I I V Received Fee:$ ~mpleted Application _Incomplete _ - ~ , _SEQRA Classification: i - r - Type I_Type II_Unlisted_ i Coordinatron~(date sent aiC~AC Referral Sent: Date of Inspection: i _ _ Receipt of CAC Report: Lead Agency Determination: _ ~ ~ - Technical Review: ~P6Glic Hearing Hel Resolution: WRP ~~a-11~ Name of Applicant Frank and Mindy Martorana Address 172 Baylawn Avenue, Copiague NY 11726 Phone Number:( ) (631) S42-SI(9-7 I~ Suffolk County Tax Map Number: 1000 - -17-9$10 Property Location: 3450 Deep Hole Drive, Mattituck 20 feet east of Deep Hole Drive, 180 feet north of Theresa Drive (provide LIL.CO Pole distance to cross streets, and location) AGENT: Land Use Ecological Services, Inc. (If applicable) Address: 570 Expressway Drive South, Suite 2F, Medford NY 11763 ~S Phone:~631) 727-2400 `)Ta'1/ r / ~ C~ Board of Trustees Application • GENERAL AR'I'A Land Area (in square feet): 11,943 sq. ft. Area Zoning: Residential Previous use of property: Residential lntcnded use of property: Residential Covenants and Restrictions: Yes X No if "Yes",please provide copy. Does this project require a variance from the 7,oning Boazd of Appeals Ya X No if "Yes",please provide copy of decision. Prior permits/approvals for site improvements: Agency Date NYSDEC Tidal Wetland Permit No. 1-4738-03264/00001 Issued 7/14!2004 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or su.~pended by a governmental agency? No Yes If yes, provide explanation: Project Description (use attachments if necessary): The applicant proposes to demolish the existing house, and construct a new applicant also proposes to reconstruct the existing deck with stairway in remove or abandon the existing septic system, and install a new one. >~d of Trustees Application • R'ETLAND/IRUSTEE LANDS APPLICATION DATA The applicant proposes to demolish the existing house, Purpose of the proposed operations: and construct a new house on the existing foundation/footprint of the existing house. The applicant also proposes to reconstruct the existing deck with stairway in place, and install a pervious driveway. Lastly the applicant proposes to remove or abandon the existing septic system, and install a new one. Area of wetlands on lot: Approx. 515 square feet Percent coverage of lot: "4 Closest distance between nearest existing structure and upland edge of wetlands: ~22 feet Closest distance between nearest proposed structure and upland edge of wetlands:~feet Does the project involve excavation or filling? X No Yes If yes, how much material will be excavated? N/A cubic yards How much material will be filled N/A cubic yards Depth of which material will be removed or deposited: N/A feet Proposed slope throughout the azea of operations: N/A Manner in which material will be removed or deposited: N/A 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): There will be no effects on the wetlands or tidal water as a result of t o imp ementation o t e project as propose . nee e, t e owner will install a row of haybaleslsilt fence between the construction area and the ti a wet and area. ' B~d of Trustees Application • COASTAL EROSION APPLICATION DATA The applicant proposes to demolish the existing house, and construct a Purposes of proposed activity:new house on the existing foundatioNfootprint of the existing house. The app scan a so proposes o recons ruc a existing deck with stairway in place, and install a pervious driveway. Lastly, the applicant proposes to remove or a an on a ex~s ing sep c sys em, and install a new one. Are wetlands present within 100 feet of the proposed activity? No X Yes Does the project involve excavation or filling? X No Yes If Yes, how much material will be excavated? NSA (cubic yards) j i How much material will be filled? NSA (cubic yazds) Mannet in which material will be removed or deposited: N/A Describe the nature and extent of the environmental impacts reasonably anticipated resulting from implementation of the project as proposed. (Use attachments if necessary) There are no environmental impacts anticipated as a result of the imp ementation o e prole as propose . • hand Use i ~ ~ July 14, 2010 ~ i - ij~. Town of Southold i ; I Boazd of Town Trustees PO Box 1179 I Southold, NY 11971 r' RE: Application for Permit Maztorana - Mattituck Deaz Sir or Madam: Enclosed please find copies of the following: • Proof of Mailing of Notice (with attached copies of mailing receipts) If you have any questions or require further information, please contact this office. Thank you. Sincerely, ,`LIC//alur~en~F~er us n Ecologist Enc. 570 Expressway Drive South, Suite 2F • Medford, New York • 1 1763 631 727-2400 • FAX 631-727-2605 ' • . ~ i . I - 1 , ; ' ~ i x • y . PROOF' OF ~I[,,Ii!IG OR NOTICE. ' A,'Ft~1CS CER'!~ MAII• RR~ - •Joseph Zito Adrhsss: 3600 Deep Hole Drive, Mattituck NY 11952 1~Fame: Patricia Devries • • 3400 Deep Hole Drive; Mattituck IVY ,119.52 , • James and Marina Mifchell ~ 3 Monfort•Road, Port Washington NY 11050 gl'A'l'E"OFNEV/XORIG • COLI~'X OF SL}FFOLK • • Lauren Ferguson/Land Else Ecological ~ 'S70"Expressway Drive South Medford NY Services 1 •tesiding ~~ys.t>iation•the being •dtdly sworn. deposes of the Notice " 9th day of, .July ~.201~deposentmailedatrpecopY' . set £ordr~ the$oamd of'Trustees.~?PPhe~°~ weed t6 each of dte above named . site thererespe~tivenemes;tbattkie•addt'esses~ , P "at the.ad~dncsses:sct oppo• of said geFSOns as shows on the current' . • oppc~rsite tho.nemsv o£satdperso~A& sme•the.addi>oss at.thei3nitod Ststas Post.•. . . a~essment rnri o~'tFie Town ti£ Soatholtl; that said Notices were mailed ~ e~sons ~ . ~ Medf©rti•, NY. that saidNotices were-meiled•to.earh of said p. _ , • ~ _ . SovoFlt ide . . ~ ,'[soya Lachenmeyer ]~a}r Of ~o~ ~ ~ NOTARY PUBLIC, State of NeW York• No. 011A5032219, Suffolk COUnty , ' Commission Expires, August 22, 20~ . Public ' 3 • , _ o-- n ~ r ~ 1 . . v ~ M1 ~ . . ° Postage s $0.44 0763 N Postage S $0.44 4763 ~ CeMiled Fee $2.80 ~ d Q CedHletl Fee f2.80 ° ostrnark ° Retum Receipt Fee ~B~ ° Return Receipt Fea f1.10 Here (Endorsement Requlretl) f1.10 ,r voo ' (Endorsement Required) ~ ~e ° RestdMed Oellve ~ Here ° Restricted Delivery Fee ~ ~ ~p O ° (Entlo ry Fea ~ ' ~ (Endorsement Required) ~ _ ~ Q rsemenl Requlretl) SQ ~ ~S ° Total Postage & Fees $ $4.34 ~ 2010 ~ Total Postage & Fees $ f4.34 a b ~ ~O 07/08J2010 ..o ° enr ro )Q p Sent TO ~ ° CJ ° .Joffe- h--Z.-~~i-c------------------------------------------- M1 ~r;~a<---~ M1 6'Heet,APGNa.;- ~ o PoBMNMo 911d-_Ma vt nci--- M-!-t4 ' o, PC S¢x Ne. 3ino o.--Q«Q r~o~~---fir ~_~e----------------- - 3 M Y~ hc..r! city, score; i t li Y 119 52 5 ~ n ' - - 9CL p------------ :r rt :r, NY .e N . 4 M1 c 1~9~ M1 ° Postage S f0.44 0763 ru o cedirea Pee f2. BO 5 d S n ° Retum Receipt Fee a k (Endorsement Required) f1.10 Here • ° Restricted Delivery Fee ° (Endorsement R¢quiretl) $O, OQ e' . tiM :a ¦A i ° Total Postage 8 Fees $ $4.34 A OB/2010 ~ ° PQ-Irtei r` 'sheer,nbc;vsi----¢-----q-----~~..Y.~C-)-~~p---------------------------- or PO Bar NO. 3 1QQ----D~~- ho~S.----~r-- - - 1 1~ ISZ :rr rr I Ju1.15. 2010 3,12PM No. 7960 P. 1 1 • 5 k Jill 61. pohary, Prcadcnr ~ Tosm Hell, 53095 Main Rd. Janxs F- King. ViwPraidenl fiat P_O. Box 1179 ; DawBetgen ~ F Soulhold,NY 1Iff/l 7 Ba6Qhoeio.Jr. Tdephone(631)765-1892 i Jahn Hredrmeyar * Fax (631)765664! i i BOARA OF TO WN TRUST>~.ES TOWN OF SOUTHOLD BOAIill OF TRUSTEES: TOWN OF SOUTHOI.D In the Matter of the Application of ~ A_ Frank and Mindy Martorana COUNTY OFSUFFOLK) STATE OF NEW YORK) LaurenFergusonlLand. AFFI[AAVITOFPOSTING , Use Ecological Services, I, Inc. residing at /dba 570 F_:cpressWay Qrive South, Medford NY being duly sworn, depose and say: , That on the9th day of July , 2010, I personally pasted the property ]mown as by placing the Board of Tnlstees official poster where it cen easily be seeq and that I have checked to be sure the poster has temaiced in place for eight days prior to the date ofthe public hearing. Date of healing noted thereon to be hdd Wedgy. 7„i ~ay,$014 on or about 6:Op PM. Dated: (s tore) om ro before me this - day o u1~0~ l L~ l.echanmeyer NOTARY PUBLIC, State of New York _ - NO.O1LA5932219. Suffolk COUnly Commission Expires, August 22, 20~ Pub f 3 1 j f Jul. 6. 2010 9:13AM ~ • No. 1859 P. 1 Use MEMO 1b: Town of Southold, Attn: Iauren, fax (63x) 765-664x From: Lauren Ferguson, (631)'727-~Wo, ~ (63x)727-26og Date: 7/6/xo Re: M[artorana Property (SY'I1VI# xooo-xz.5-x7-g8no) - Making of ~Totioes Lauren, Can you supply me with the tax map numbers for the adjacent lot owners for the above referenced properly? Thank you very much. Laureu Ferguson ~(S~~S - - g l / S" / llS - 1~ - 1~.// Land Use Ecological Services, Inc. 570 Expressway prive South, Suite 2F Medford NY 11763 Phone: (631)-727-2400 Fax: (631 ~-727-2605 • Board of Trustees Applica~n County of Suffolk State of New York Lauren Ferguson/Land Use Ecological Services, Inc. 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 WITH REVIEW OF THIS APPLICATION. ' na re SWORN TO BEFORE ME THIS DAY OF ,20Q i ! J / , i CYNTHIA ALVAREZ NOTARY PUBLIC, STATE OFNEWYORK No.OtAL6080678 ota Public QUALIFIED IN SUFFOLKCOUNTY ~ MY COMMISSION EXPIRES SEPT. 23, 20 Board of Trustees Applica~n AUTHORIZATION (where the applicant is not the owner) I, Frank and Mindy Martorana residing at 172 Baylawn Ave., Copiague NY 11726 (print owner of Property) (mailing address) do hereby authorizeLand Use Ecological Services Inc. (Ag~t) to apply for permit(s) from the Southold Board of Town Trustees on my behalf. .i,.~, ~ ~d~~~~ ( weer s afar r G%k?~ h ` Use a~ To All Regulatory Agencies: Please be advised that Land Use Ecological Services, Inc. has permission to apply for all approvals necessary for the completion of my project. S' tore riot Name l a o Da _ Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM Pa0PER1Y lnCAigle 8.G7Yi. TIIR FOLLOMRIR ACrgNS YAY IfRf%IK! YIIE EYRNIit10R OF A 9~ tiTORM~YF BY A RRRION YORK. SCOPE OF WORB - PROPOSID CONSTRUCTION 1TEM ri / WORE ASSFSSIOffidI' Yes No a. VMha[ k the Total Area d the Project Parok? ~ ~ WAI tlris Project Refer MStorm-Weser Run-0IF (ttdrde Told Area d ep Pe~cok bond aMrir 0.27 acres ceneretad hr a Two (r> htclr RabfaO a+sl~? the Scope d Work far Proposed Corrbadbar) (rtes itrn wet Irrdudo as nne0craeted by wile X b. Wirt s the Tafal Area d Land Caseti'rg dem6+p anNn oorr6vrJion activities sc we1 as d anNd oretrd oldrabartce brthe p`°p°aadApprox 0.04 acres ssa hnpovemr+ts and the permarterd aaetion nacsviyl re.F.tbst 2 DoestheS~YePlanandPorB~are~rshowAetiaposed rxovIDE- HBQ1F PROIrcT DBSCBIPCION ~w.•sr.,n P.e.sa.erl prey Stnlcdaes indiornp sma a Loeetion? Tres X Item atmn taduda as Prapoed Oreda dirges and The applicant proposes to demolish the sbpeacomoe,gs,.faaewatattaae. existing house, and construct a new house 3 °°a"'nasdaP~nandro`s„"ar°ea°~"'h°are~°' - and sedkrtrrt mntrel I ~ used b X mrrtrd ails eroaian and dorm water dad~ages. TFis p,I(i¢ting ho t~ c~ ThP apnlicant alcn prn o~e~ ~"""~b°"m'"~"i"°dae°"y'°'ce'°rsme canatructlolt Period. to reconstruct the existing deck with 4 wdinrlsPre~atRawirerrylgrd~e credr~a s airway to p ace, an Ins a a pernous c~a~auenwta.atna~ars.daa,a.mtnawh.al X Existing Grade IrrvoMinp more 0~ 200 C]Nc YaNs dMabriel wBMn arty Paroel7 remove or abandon the existing septic 5 watmisA>~~ta~wahroupACFdtir+s system, and install a new one. Enoarr~veasingenA~InE>~adrraTroaB>rw ~ X (5.000 S.F.) S9aela Feet d ldrorsd 3rerace? s b Orxe a NaWrel Water Couae RunYtg Urra~ the Sie? Is Wa Prgact wRim tlw Tnrtaam D nreret ok3c aIrPPP Rearisosob: or wRNn One Xundred (700') tend a 4Ydrd or SOei9elon da bYIPPP b nraied last Cansaedorr ai8raee iaaMg acd FleBGI? dbsabaca der (t) ar nra awex labdtgdedeaemadtess ear on?aoa set ' VKN tlrere be 5ke preparatlon an ~g (glade StoPas are petdebgrraena Pba mdd WlhrMydWab arranrn aoasdlrM, vrhld+F_xoeed FlRean (7s)teetdVartlral Poaeb waanp aoreauraon.abre.Ireddna solaWe6rresdtswdra age n).cee ehere one Hundred (tODydFtodaoraal Dlelart~7 - - me oec ha adarawd nef s sPOES pemtts reeried arwm wder0isde,aee. (alswas area rear sw ltdrara ttesiarnr rise sty Cwn.rr Parr $ WR Dlivewa7la. Pargrq Areas ar aVrer Imprvbts rorsforbtabt.rt*d,.g..iraseere6ataorraarily-Pwdeao.sPana~st.l Surfaces beSbpedtoDirac3tarn-wawlLn9li ? X the SYVPPP des W PePrb prorbtle taMaOd dlhs t101.7M n01 Nre1 fw YIBD BnNOr h 1trB dfrec5on de Town rtpht4fway? aEnaled b ne OapeMiW pbrbrreaoraaCaeatafmnMUCllan edbitY. 27hB 9YVPPPdWdeaabetlweroalon as adnaamned parciloss end Wraa 9 11RB tlYs Rolect Requka tlla PlaorneradMaDrW, rea+ed.va.lmnanmr,wmw.rrrreraan.daer~emr.rl oar.ee amb, Ranawd dvegemeon ardror dra cominktlm drn X mrerrdad bnfdroe tw DasvterY bebrmer. awa~eadm.bee Ilarrr Wltirin Ma 7amFLgh6d-Wag ar ROed 3hoWder - - oarelelaa ellh tlewms oq and6aednas perdtbadielM,MSwPPP del Area?frl4 re.w rore,r,re.arr.,ro~tnarlleasal itlereiY poMar awmdpaara Mid,ney eaerntrvM eaepaebdteRae xmc: aiv,y Aear<b aeeie.an.Leay, NeeYAawndellheehbLYek gaRydabnn eebr dkdega. beeozadlM aererdm WdbbdraeY bebea 6,aM ai.tlAwbar, l.NSWPPPs air Haas are postmebxrM atwmwrr menea~P,edw aabbtelrr.6eip, nebgeB Eraeten OeaWPla b/bTYtllybraer caryperdeA 6o Yrepeed bye OaeTSed Dpgn NOfeWmrLiwneedbtiaYadc aadMd ad WRWalbdledbrlYYlbrPliorb bnsedMaa,dlarg Part tlet blmoaiedaoaeb hBe piwipbeaM padiao delonn Wabr Meeproee. ,rprg ~raenrrv(I)anaN.abaa4ab,kae~eaaeasryYYAppwbn) STATE OF NEW YORK, SUtfOlk COf)N1Y OF SS Lauren FergusoNLand Use Ecological Services, That 1, being duly sworn, depoxs and gays that he/she is the appli~rt forPennit, gib. r i W tl3d aipig boar~a~r) And thatheJshe;t:the ....agent . . fora. Caraaalor. Aee+. CCrparate 0rsoer. rc) Owner and/or n:Ptesentalive of the Owner or Owners, and ;s duly authorized ro perform as have perfomted the said work and to make and file this applitatan; that all statements contained in this appliation are true m the best of his knowledge and belief; and ilw the work w;~ be performed in the tnannu xt forth in the apphcarton filed hetewidr. Sworn to ore me this; l ay of V ~ ~ ~.1~ / Notary Public _ ~•,•»,meper.... ..~\L~. FORM - 06/?0 <..>zt9. Suitolk County Pr 'us. August 22 20~ PROJECT ID NUMBER 617'20 ~ SEQR APPENDIX STATE ENVIRONMENFAL QUALITY REVIEW SHORT ENVIRONMENTAL ASSESSMENT FORM for UNLISTED ACTIONS Only PART 7 -PROJECT INFORMATION (To be completed by Applicant or Project Sponsor) 1. APPLICANil SPONSOR 2. PROJECT NAME Land Use Ecological Services for Martorena Martorana - Matlituck 3.PROJECT LOCATION: MatUtudc, NY (SCTM # 1000-115-17-9&10) Suffolk County Munidpality County 4. PRECISE LOCATION: Street Addass and Road Intersections. Prominent landmarks etc -a aovide map 3450 Deep Hde Drive, Mattitudc NY (Town of Southdd) 5. IS PROPOSED ACTION : ~ New ~ Expansion ~ Modification /alteration 6. DESCRIBE PROJECT BRIEFLY: The applicant proposes to demdish the existing house, and construct a new house on the existing foundation/footprtnt of the existing house. The applicant also proposes to reconstruct the existing deck with stairway in place, and install a pervious driveway. Lastly, the applicant proposes to remove or abandon the existing septic system, and install a new one. 7. AMOUNT OF LAND AFFECTED: Initialty 0.04 acres Ultimately 0.04 saes 8. WILL PROPOSED ACTION COMPLY WRH EXISTING ZONING OR OTHER RESTRICTIONS? Yes ? No If rw, describe briefly: 9. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? (Clxxse as many as apply.) Residential ~ Industrial ~ Commercial ~Agricullure ~ 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 a Local) Yes ~ No If yes, list agency name and permit /approval: NYSDEC 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL? Yes ~No If yes, list agency name and permit /approval: NYSDEC Tidal Wetland Permit No. 1-4738-03264!00001 12. AS A ESULT OF PROPOSED ACTION WILL EXISTING PERMIT/ APPROVAL REQUIRE MODIFICATIONT ? ~ No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant / r Name L ren Ferguson/Land Use Ecological Services, Inc. Dara: JUne 10, 2010 SignaWre N 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 To be co leted b Lead A en A DOES ACTION EXCEED ANY TYPE I THRESHOLD IN B NYCRR, PART 617.4? ti yes, coordinate the reNew process and use the FULL FAF. ? Yes © No 8. WILL ACTION RECEIVE COORDINATED REVIEW AS PROVIDED FOR UNLISTED ACTIONS IN 8 NYCRR, PART 817.8?' H No, a negative dedaredon may be superseded by another krvolved agengr. . ? Yes N0 C. COULD ACTION RESULT IN ANY ADVERSE EFFECTS ASSOCIATED VNTH THE FOLLONANG: (Answers may be harWwdtien, N IeglMe) C1. Fxiatkp ak quefiry, surface or groundwater qualfly ar quaMfly, noise levels, existing befit pattgnt, cofid waste productlon ar disposal, polentlal for erosion, drainage or floodbg problems? Fxplakr briefly: No C2. Aesthetlc, agrkxrflurel, archaeological. Nstodc, or other narorel or cuflrsN resources; or community or nelghbadaod dtawcleA Explain briefly: No C3. Vegefatim or fauna, fish, shepflsh orwedrife spades, significant hadtals, or threatened or eMarrgered spades? Explain briefly: No C4. A community's existing plans or goals as otfldaly adopted. or a change in use or Intemigl d use d lane orotlrer naturetresources9 FxplaM 6rieay: No C5. Growth, srdnequem development, or related acdvkies fikely ro be brduced by the proposed adbn7 Explain briefly: No Ca. Lorg rortn, short tens, wmWauve, or other eaeds not identfed M C1-C57 Explain briefly: No C7. lXfter ads, rrrdudi tiro in use deither uan' or of Mbrie No D. WILL THE PROJECT HAVE AN IMPACT ON THE ENVIRONMENTAL CHARACTERISTICS TWIT CAUSED THE ESTABLISHMENT OF A CRITICAL ENVIRONMFMAL AREA CFA 7 If s e lain bdefl Yes ~ No E. IS THERE, OR IS THERE LIKELY TO BE CONTROVERSY RELATED TO POTEN7W. ADVERSE ENVIRONMENTAL IMPACTS? It lain: Yes ~ No PART IN - DETEtbIA1t1ATION OF SIGNIFICANCE (To be mmpletad by Agency) INSTRUCTIONS: Fareachadverseeffedklenfifiedabove,detepninewhelherklasubatantlal,large,importaM.orotllervvlsealgnificant Each eHed should be assessed in connerdion with its (a) setting (i.e. urban or ratan; (b) probabifdy of ocwrdng; (e) duration; (d) irrevereibtlity; (e) geographic scope; and (f) magnitude. If necessary, add altadtment8 or reference supportlng materials. F-nsure that explanations cnrttafi suffldent detailto show that all relevant adverse impacts have been identified and adequately addressed. Bquestion d of part tl was checked yes, the determination ofsignificence mustevaluate the potentlal knpadoftite proposed adbn on the ernironmental charetYeristks ofthe CFJL Cfteditids box tiyou have klerWfled one or more porontlaflylargeoraignHlceM adverse ImpedswhkAt MAYcoax. Then proceed diredyrotita FU FAF arxUor prepare a posflive,dedarelion. - Ctiedt tltis box tlyou have determined. based on the infortnadon and analysis above end arty supporting. daamtentatlon, that the proposed a WILL NOT result bt any significant adverse ernlronmeMal Impacts AND provide, on atiadrments as necessary, the reasons auppoNng derorminatlon. Board of Trustees Name of Lead Agency Date Jill M. Doherty President ~nnt or Type Nam f Responsible Officer m Lead Agency ~ Title of Responsible Officer Signature o esportsi Rcer M Lead Agenq 5 gnature of reparer (I d fferent om responsible otfwer) Town of Southold LR'RP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for pemmts* including Town of Southold agencies, shall complete this CCAF for proposed actions that aze 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 detemmnation of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hawrd Area. 2. Before answering the questions in Section C, the prepazer 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 azea (which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 1000 - 115 - 17 - 9&10 The Application has been submitted to (check appropriate response): Town Board © Planning Dept. ~ 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 0 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: The applicant proposes to demolish the existing house, and construct a new house nn the existing foundation/footprint of the existing house. The aonlicant also proposes to reconstruct the existing deck with stairway in place, and install a nP.rVIn11S (tfIVP.Way„ I astly, the 'lnnll(:ant prnpnCP.S tr rP.mnVP. nr ahandnn the existing septic system, and install a new one. Location of action: 3450 Deep Hole Drive, Mattituck Site acreage: 0.27 Present land use: Residential Present zoning classification: Residential 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: Frank and Mindy Martorana (b) Mailing address: 172 Baylawn Ave., Copiague NY 11726 (c) Telephone number: Area Code ( ) (631) SC.f 2- $ I (p7 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes 0 No ? If yes, which state or federal agency? NYSDEC 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 LW RP 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 0 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 Q Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flood'mg 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 0 Yes ®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 Q Not Applicable If needed, the existing tidal wetland area will be protected at the site during construction activities by using a line of haybales/silt fence between the tidal wetland area and the existing structures and work area. 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 © Not Applicable Attach additional sheets if necessary Policy 8. Mwimize 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 ©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. © Ye~ No ©Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dep~dent uses in suitable locations. See LWRP Section III -Policies; Pages 47 through 56 for evaluation criteria. Q Yes Q No ~ Not Applicable Anach additional sheets if necessary Policy 11. Promote sustainable nse of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LW12P 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 LW1tP Section III -Policies; Pages 62 through 65 for evaluation criteria. Yes ? No ©Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of roergy and mineral resources. See LW1tP Section III -Policies; Pages 65 through 68 for evaluation criteria. 0 Yes ? No © Not Applicable Created on 5/25/0511:20 AM hand Use ~w.. ~ June 14 2010 ~ i ' I,~ ~ iilJ L_' v,' Town of Southold ~ _ ~ Boazd of Town Trustees PO Box 1179 ~ Southold, NY 11971 RE: Application for Permit Martorana - Mattituck Deaz Sir or Madam: Enclosed please find an application package containing one original and two copies of the following: • Application Form (revised) • Short Environmental Assessment Form • LWRP Consistency Assessment Form (revised) • Owner's Authorization • Survey/ Site Plan • Construction/Renovation Plans • Photographs • Application fee ($250.00) If you have any questions or require further information, please contact this office. Thank you. Sincerely, Lauren Fer us n Ecologist Enc. 570 Expressway Drive South, Suite 2F • Medford, New York • 1 1763 631-727-2400 • FAX631-727-2605 hand Use June 23, 2010 D ~ ~ ~ O nn Town of Southold V D Board of Town Trustees i, ~ ~ i, PO Box 1179 Southold, NY 11971 Soutnhold Tawn RE: Application for Permit Roard of trustees Martorana - Mattituck Deaz Sir or Madam: Enclosed please find the following: • Application Form (revised) • Storm-Water Run-Off Assessment Form If you have any questions or require further information, please contact this office. Thank you. Sincerely, L uren Fer us Ecologist Enc. 570 Expressway Drive South, Suite 2F • Medford, New York • 11763 631-727-2400 • FAX 631 727-2605 F PROPOSED SEPTIC SYSTEM DETAIL EL /4.7 m. asim (r~or ro sc.t~) V 2.T opa nxntp wtt an tt.r ~ w.rc j ~ ~exum"4N`o® x' oap`a.e°.' :~•r. inuw. ..moron r i~cr nco. vsr sox cpv'to aux ~arv. tt• 1 r« W ~ 1 •rr.ptp rrc ~P'~"" •,,w, vl M. l0I 2 0' - 3' 0 ~ to prv tp. nsxotn rsc r O ~ ~ BT maim Ve'/r + , prv. B.]• xhRr [CUY `S^~ s~s nr pFV. a.a' La. e.S' 4•.p~. `V~ ty O V~ xpw.E .spxnu two mo aux .uipa.~~ ° I-=; ~ 3 aow~ -~atw YGVr1 xM uiw swo s u..tt uiv. S ¢av. t.2' e 4 ~O/F / P l - 1000 GAL PRECAST SEPTIC TANK 4 /Y.e ELI a ~ P' UBUC k'ATE-Rl ~O 3 LEACHaJG POOLS WI H~SAND A \ r t~ /z a ~ I S, 79 p \ COLLAR'lSWJ M/N 3' ABOVE y4 Q - ~ ~ E. -SEASONAL HIGH GROUND WATER \ ~ ~ ~ ~ ~ ~ _~~®~b ° TEST HOLE # 2 V C 49.3' ~ i I m by McDondld Geosel~nee 7/B//O ~ / J ` n sr I ' x m //3.5T ° eleQ~ r LMM EL us e 2o'r ~ pp T.H. # l j •i ~ d. ~ ~ P Et /L3 Np I ~ 1 M aAl~r 3~ - - N h ; F ~ 1 ~ ~ ~ 3, 41 ° F ~ / v 0.~ ~ ~ ~ ~ ~ ~ meNSArn"~ ~.C h T H ~ C Q.~ Z 1 ' / ' ~ C1' 10.3 _ _ - - - EL /2 O 1~ 3 O 2 ~ ~ EI I ) ~ ~ ~ WA7Eir A PACE y 1 I J 3' j~ /7• ~ I Off" i ,n3m^ ,iv ~ O 1 ~ ~ 1\ b ~ -Y / ~ `V F a ~ ~ In I `N 3 34 i2> > 3 O C~ II _ ~ I+ v JJ 341 T ~U 2 C ~Y ~ ! I I { ~ C m I ¢g h ' n2 ~ ~ Pew dr.vc. ~ ~ , hl ' v ~ e +.i I - ~I I Iw. , ~ 'y I j" , 4i ~ NI Nid,~r ~ m ~ ,~z2g. - OF ~VR,~S m r I ~ TEST HOLE #I RA/N RUNOFF o ~ wA7fR,yE'T ~ 5/E%3 //.•3o M HOUSE' IOE2 sq.(1. 3 OW ee/'%(y~TGACE /l'S Dark brown ' ~4 +dqq/.I• TO ~LkTo L~- CO - NOTE• amrdy /oom OL / DRIVEWAY2006 aq.u wATEq~`CTEp SUBSURFACE-SEWAGE DISPOSAL SYSTEM DES/GN 2006 ! + O.IT a 34IaY. BYE JOSEPH F/SCHETTJ, P.E. Brown eloysy Sg1/42,2 ~ 8' VF U HOBART ROAD sand SOUTHOLD, N. Y. ll97J !63lJ 765-2954 SC 3' . 4-D~P SURVEY OF PROPERT Y ~ /o medAat HOUSE TO BE CONNECTED A T MA T TI TUCK HOUSE ON EXl TlN ~ FOUNDA T ~N sore ro Dwa wires GurTERS a TQ WN OF SOUTHOLD N PLAI CEDECK TO BF REPAIRED LEADERS E,: o.>~ SP 1I.3' SUFFOLK COUNTY, N. Y. Xl"TIN~,~~rrr' rv~ E 1000 115 - 17 - os & 1o R~^~~#~Y" ~ `SCALE 1" . 20' Wo/er In pak MAY 24. 2002 BOARD OF TRIJST~ES brawn lln. ;~eed""n Sept. 25,2008- TO~/'N OF SOUTHOLD o~% lz, 2ooe ~ _ _ SP Jan. 28, 20/0 (REVISIONS) April 8, 20/0 (revisions)' ~ - a5 i 17 April l4, 20/0 (revisions) ~ EDGE OF WETLANDS BY J. METZGER 5/24/02 June 3, 20/0 (revisions) i l Sepl. lO, 20/0 berklanaJ ! r ELEVATIONS AND CONTOUR LINES L. _ _ ARE REFERENCED TO NAVD 88 ~ ~ F~,; I FLOOD ZONES FRpAI F/RM 36/03C0482H 9/25/09 ra ~ `t / AREA = 11,945 sq. ft to tie ine ! ~ ~ ' •A, ! ANY AL TERI TION OR ADD/TKNJ TO 7HhS SURVEY 1S A VIOLATION ! 0 1 •y ' OF SECTION 7209 OF ThE NEW YORK STATE EDUCATIOI~I LAW. ~ ~ °£XCEPT AS PER SECT/ON 7209 -SUBDIVISION 2. ACL CERTIFlCAT~NS / < HEREON ARE VALD FOW Tl'NS~(AP AND COPS TliffREOF ONLY A~ AL 4`-S, LlC N0 ."-496/8 SAIO MAP OR COPIES BEAR Tl~ M/PRESSEDISEAL OF TI'S SURVEYS WHOSE SIGNATURE APPEARS HEREON. - ECONJC S Y R P.'Ci) _ ' ADDITIONALLY TO COMPLY WITH SAS LAW TERM 'ALTERED er ' (63/1 765 - 5020 FA~X~YBSiI"765 - 1797 MUST Bf USED BY ANY AND ALL SURVEYORS UTK/Z1NG A COPY P. O. BOX 909 of ANOTHER SURVEYORS MAP. TERMS SUCH ' WSPECTED 'AND 1230 TRAVELER STREET ~ d .BROUGHT - TO -DATE 'ARE NOT W COMPLdNC£ WITH THE LAW. SOUTHOLD, N. Y. 1197/ e p 5/04 _ RAKE {pIEZE-Bw-_ - - - - --® W 5/4%S U 0 ® FREIIE BD. W _ -- - 6"CL CDR. BARREL-- _ BARRELCEILING _ _ BEV.SIDING _ _ __ c/� / rN —_ _—_— _ _—_ —_ - - �Li A U 514 D. ® UNDER SOFFITS B(TVP.) O W o- - 12"DU.F.G. - - - - - - _ -_ - COLUMN - W m O 5/4X4 " - 4CORNER BD. CASING _ - - _- - - - � CULTURED STONE OVER FOUNDATION r � i WEST ELEVATION SCALE: 1/4" = V-0" � 1 � � � I z JUN''nn - - --- - -- - - - - ASPHALT_ - V �I - -- - - - - - - - - - HOOFING - _ -_ -_ J Z l z m m -- Board of'fNdees � � O p uN] 1X6 —_ _ —_—_—_ —_— _—_—_— .__ _ —_ —_— - _— _— - FASCIA _ 0 a 0 w —_ _ —_—_ —_—_—_—_—_—_ - 5/4 FRW SOE BD. - - - - - - - - __ - - - - LL-- UNDER SOFFIT(TVP. -- O yyO - - - - ® - 4"CORNER BD. a® " BD 12"DU.F.G. --- - - _ - COLUMN QF NE{gI 9% CqF 4 6-1 CL.CDR. - -_ _ - - _ __ _ _ _ - - - - - - _ _- C7 .3 BEV.SIDING 'P 5/04 CASING --- - - -- - - - - - -- - - - - -- - — _—_ —_— EXISTING DECK r . �-- �,, -i , May 22, 2010 _ r 'CL LTUREDSTONE � SCALE: 1/4" V-0"- _0n OVER FOUNDATION' HEST C1 SHEET I S ' - N EXISTING RETAINING WALL NORTH ELEVATION SCALE: 1/4" = V-0" 5/4x4 RAKE �RdE3E-BO __ Eil Ld Ell 5/04 U o - - --- - LA ING Z w W 5/4x8 FflEi2EB0.- - UNDER SOFFIT JTYP.) _ _ _ BEV.SIDING - - ^ 1�� -_ _ — _— _—_ —_—_ Fi �VI C - Mini � Fa H 4" O A 111 _-- - __ - - - - - - -_- -_- - __ - - LL ----- - _—_— _—_ __—__ —_—_—_ EXISTING DECK l P l � i CULTUREDS ONE i OVER FOUNDATION EAST ELEVATION SCALE: 1/4" = V-0" - - - - - ixa _ ' FASCIA W a ASPHALT---= - - __ - __ - - - - -__ - - - J Z Z _ - _- -_ ROOFING_- - QINO W (p Q m -- —- - Z - p oo oh, En -- -— ---—-—-—- -—_ — — —---- LL aCo � 5/4"FREIZEBU - - -_ _- __ __- - - -_ _ - - - - - - - - - - -_- _ p _- - -- UNDER SOFFIT -_- - -_- - - _- - - - __ _- - __ _- - -- - - d'S fr - - - a -- - FFPeEVEsG. �c OF NE6yY 12°DIA. m F.G.COLUMN - __ - - - - - - __- ---- - 5/4X4 - -_ -- - - --- - - - CASING -__ - - -- -------- ---- ------------------- - ------- ------- - - DRA - - - -- --- -- - - - - - EXISTING DELK -- ---- ---- - — — — — — — — — — May 24, 2010 " Tn ® ' SCALE: 1/4.. = 1-D" — 'CULTURE NF � OVER FOUNDATION - SHEET NO: SOUTH ELEVATION SCALE: 1/4" = P-0" ;�- i EXISTING DECK AND STEPS NOT PART OF THIS DESIGN W Z 27'-61/4" 7'-31h" POINT POINT /A rl F.1 FWG6069R LOAD FWG6069R LOAD "-r• c � �y J 17 0" oN 11 1 m �LL jWMH=AW /D O PI INNUP = TnsAo - i 1 I= I 1 4 0 I� m BEDROOM No. 1 Q m _ IN I I � I I 1 ^ 1 .Tp uuv cownx , wlmxamxlm N O N ^ N -� I w , AN POINT ___________� �� A LOAD M o i I ' � I LOA /16"T.TI560 to B 1 N h Y _J>I _______ __ 1 2'-6'• W-10" o_ I In N BATH BEDROOM No. 2 m n � o W 0 0I Ao TXTSAD WOOD-1 Z o} Z � zj 12"DIA.LONG.PIER O w X _I IQ O O m w/24"X24"X1P"FTG. O i� Q 0 0 r- 3 tO 3'BELOW GRADE Z ° O 00Z, .+ + POINT O_ O Eo 1 1 o LOAD 1).ADD LONL.BLOCK AS REQUIRED TO LEVEL TOP PLATE. U) U) 1 11)2X10 AL GIRDER -I N ._ _______________�__ 2) LL .POINT LOADS HSIDEOFLOAN EXISTING TO BOTTOM NDATION TO FILLED LL _ --+ 12' 21A" - INSTALL#4 RSOLID 12" EINFORCING NAEA H VOID. OF WALL 0 13. 61/.. <D-------_•' d i).CONTRACTOR O/MASON TO REVIEW EXISTING FOUNDATION TO REVIEW SU EXISTING OF NEIy�, CONDITION OD FOUNDATION WALLS FOR REPAIRS AND ADDITIONAL SUPPORT. A.P pisagFr p 2).LOCATION OF NEW LALLY COLUMN TO BE VERIFIED IN FIELD. y x1Y a Cfy S 3) LAY 2"DOW FOAM INSULATION OVER Emil POLY VAPOR BARRIER PRIOR TO r 1 POURING NEW SLAB.VERIFY WITH OWNER S RADIANT WILL HAVE OIANT FOUNDATION PLAN A` 1 HEAT. 0 4).EXISTING FLOOR SYSTEM TO BE REMOVED.INSTALL NEW(2)2X6 ALO SILLPLATE OVER OVE P, TERMITE SHIELD AND FOAM SILL SEAL,SILL PLATES SCALE: 1/411 = 11'01 TO BE SECU ED TOREXISTING CONCRETE OF FOUNDATION WITH 5/6"DIA. D 6 ANCHOR BOLTS WITH 3X3 WASHER AND NUT AT 36"OC.ANCHOR BOLTS ND: PROJECT TOHAVE A MINIMUM EMBEDMENT OF 7" PER CODE.EPDXY AS REQUIRED. May 24, 2010 NORTH5).GILL BLOCK CORE SOLID w/AAHCHOR BOLTS.ADD*4 REINFORCING FULL HEIGHT. 6) EXTERIOR HEADERS FOR WINDOWS ANO DOORS TO BE(3)2X10 DF+2. SCALE: 1/4" = 11-0"7).INSIDE PERIMETER WALL TO BE FRAMED WITH 2X4,ON FLAT,AT 100C.INSULATE WITH 1-1/2'DOW FOAM INSUO-ATION. SHEET NO: 9).INTERIOR WALLS TO BE INSULATED.2X4 WALLS WITH RIS AND 2X9 WALLS WITH SHEET LL I Y 9).ALL WALLS AND CEILING(EXCEPT MECHANICAL ROOM)TO BE 1/2"MOISTURE `/ RLL WA RESISTANT SHEAND CEILING MECHANICAL ROOM WALLS AND CEDING TO IS 5/9" TYPE-X FIRE-RATED SHEETROICK. 29'-6" 2'-5" 3'-214" 4'-10/!" 6'-6Vi' 4'-1alA" 3'-21h" 4'-5" W EX. DECK ZV EXISTING DECK AND STEPS W NOT PART OF THIS DESIGN Q I�r 11r�� ADD TEMPORARY RAILINGS IN FRONT W OF OPENINGS UNTIL DECK IS COMPLETE OVER OVER OVER OVER OVER OVER L� TW2632 TW2632 FWG60611 FWG60611 TW2632 TW2632 I--1 0 O W TEMPEflED (2)1-3/4%9-1/2 (2)1-3/4X9-1/2 1 -yv iV aW ML HEADER ML HEADER I m < FIy a c I W 3 11 :xliv .r N O A �1 Nom/ NI TO LIVING ROOM DmECT-VENT E i EX. DECK o N ROVE GASFIREPLACE o AI - Y \1 � m � =1 0 G I I I Y O Q y I i O Irl 3 w ION I � S m o --------W 14X48 STEEL BEAM w/_2X PLATES UPSET HEADER _ ___ ____ _______ _______ N m ------------ N NBE SIEFL COWMN I/ ATH W I - Es N 1 ti N SXS­ 5_OVY' `W y I /9r_I/2"TJI230 W000-I @12"OC - OI LLI 0o J E O WOOD I ® �J I i IC+12"OC W m � 1 W ENTRY ml Z _I I Z t z v KITCHEN LLI mFLOOR PLAN J X o N ]'HIGH TgANSON OOm m Z m = ti OVER SCALE: 1/4" = 11-01 p o �, IIS S.. SIDELIGHTS/DOOR �/� O_ O OO Ip IN VJ VI v Iw GBARRELCEILING 2X6 07 016"0� O W M N 12"DIA. N E G PROJECT NORTH ) L_ I I II _____ s CO MN O 0 _ (2)2X12 HDR._ o TWT41010 W I.W OVER TW2432-2 MST OF NEW ya,P� 4\SCA�F� sulrLooN � f 1). a PUTS PLATE HEIGHT UNDER LOFT.LIVING ROOM AREA WALL HEIGHT TO MATCH LOFT F FLOOROOR PLATE. O C % ST.US ". oNa"aT 2).E%TERIOR WALLS TO BE FRAMED WITH 2X4 DF42 STUDS AT 16"0 L.. 2 unser US. 3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. I-1i2 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE PpOVIDE DRA BLOCKING AT 9'-0"O.C.AND MIDSPAN. sx PLATE 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS May 22, 2010 OTHERWISE NOTED,ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING.PROVIDE 3 SACK STUDS ON EACH SIDE FOR SCALE: 1/4" = 1'-0" 6'-51h" 5'-0" T-11" 8'—ih" UPSET HEADER MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED W/TUBE STEEL POST.POSTS TO TXS PLATES AND BOLTS TO STEEL BEAMS SCALE: 3/4" = 1'-0" 6).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING SHEET NO: 27-6 HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING 7) ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 AND 2X4 AND 2X4 WALLS AT R13. a S).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. 29'-6" W 13,_9. 15._9. U WZ CTOCW2<OVER>CW13-2 b"POST BETWEEN TO RIDGE II (2)1-3/4X9-1/2 ii (n �✓ fFll ML HEADER W II II � Q Q 23,_6., 4._D.. PLq II II Il, ,FS�^il oL A OPE r N TO N 3 BELOW 3 V Q I II 3 2.Oe PARALLCOLUMN AM ; LLUMN LC S n M 3'HIGH RAILING 3'HIGH RAILING M M 3 3 F V V F O 5 I a LOFT a 5 � m m '3 3 V ro 7'-5" B'-O" 7'-5- 6'-l" '-5"6' 1" Lu 6'-OVA" A21 Lu m _ 1 -8�h m p• W U' Z I _ I PORCH) } AT (� Z coZ 5( (2)1-3/4X9-1/2 LLI w [] N ML HEADER J X Q 0 0 1v CTOLWEkOVER>CW13-2Z m s -6"POSI bkTWEEN TO RIDGE I.i O O M ------------------ (L �) U) aloes 13._9., LL LL LL 27._6. Gb 0 1). DORMER PLATE HEIGHT AT S'-O". a 21, EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF+2 STUDS AT 16"O.L.. OF NE{�I y 3) EXTERIOR SHEATHING TO BE 3/2"THICK FIfl COX PLYWOOD. yP Q FISC/,r� 5� 4), PROVIDE 2-2X8 DHEADERS OVER ALL OPENINGS UNLESS • p 9 OTHERWISE NOTED..AL ALL OPENINGS OVER 3 PT.TO HAVE 2 STUDS r i ON SIDEOPENING.PROVIDE 3 SACH STUDS ON EACH SIDE FOR LOFT PLAN O W MICROLROL AM HEADD ERS, � +O 5). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE SCALE: 1/4" = V-0' APPLICABLE.PROVIDE DEBRI-PROTELTION PANELS WITH FASTENING O HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. DRA E b). INSULATE ALL EXTERIOR AND INTERIOR WALLS.216 WALLS AT III AND 2X4 WALLS AT R13. May 22, 2010 N -III S PROJECT NORTH 7). INSULATE CEILINGS WITH R30C INSULATION.ALL CATHEDRAL SECTIONS TO BE PROVIDED WITH A V AIR SPACE BETWEEN ROOF SCALE: 1/4" = 1'-0" W SHEATHING AND INSULATION. S). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. SHEET NO: W V Z W 12F � cn TOTAL ROOF AREA: o� LJ 1 1100.0 SQ. FT. t4 I /2X10 OF><2 RRO3G"DC 5I W 100% WATER RUNOFF: I Q a H 183.7 CU. FT. Z x (2)2X10 DF-2 RAFTER ---- - - (2)2X10 DFDP=2 RAFTER--- -- ¢141W Ey INSTALL 8' DIA. X DEEP - DRYWELL FOR HOUSE W O W ALL DOWNSPOUTS TO CONNECT A / CAPACITY: 254 CU. FT. 4 I� <° ' G2%10 oFW2 RR(A36"nr. � Q 4 N WDRY 2.0e PARALLAM COLUMN LS TO BE 10' MIN.FROM HOUSEOGEE GUTTER - STANDARD 5" oNOTES: E1).EXECUTION:A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 12 2).PREPARATION. 4 i A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR �^ ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. n CI. PAINT CONCEALED METAL SURFACES AND SURFACES 1N CONTACT WITH DISSIMILAR GENERAL: - METALS WITH PROTECTIVE BACKING PAINT - - - - - - - - - DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE 3 INSTALLATION SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING,CAUSE SURFICUL A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OF SUBSURFACE 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. 2I.SHEET METAL TOIN LENGTHS WITH WATERTIGHT JOINTS. p_� W DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION SH COPPER/LEAD.FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 12 ~J W WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL ACCESSORIES. Z SHOULD BE PROTECTED R EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER BI.ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT /7X10 DFN2 RROl� 1O� LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. CONNECTORS. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH 3I.CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY CONNECTION WATERIIGHT. DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. Z �_ Z 4).PROTECTION: - - - _ _ Lu co d N A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL Q O O [gyp COMPLETION. - - - - a Z m ^ p ci � a101c, STORM WATER MANAGEMENT DETAILS 1).APPLY 1/2"THICN FIR COX SHEATHING OVER ROOF FRAME. � N.T.S. 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 6 O DIRECTLY TO THE DECK ALONG EAVES. t5.1� Of 3).USE 15-FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 4:12 OR LESS ROOF PITCH USE ICE 6 WATER BARRIER UNDERLAYMENT. OF NE ROOF PLAN �y y 4).ICE E WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS .�P 4ISC/YF �9 WITH ROOF AND SIDE WALLS(TYPICAL), SCALE: 1/4" _— 1 -0 5).DO NOT INSTALL UNDFRLAYMENT ON WET/DAMP PLYWOODIII SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. m I UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS E COMPLETE. O q OS BA N S RITTEN PROJECT NORTH 6) SETALLGALVANIZED(ZINC COATED)ROOFING NAILS•11 P14ALT ROOFING AS PER MANUFACTUE'SW12 GAUGE WITH AT INSTRUCTIONS DRA LEAST 3/9"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. W USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT CUTTING INTO SHINGLE SURFACE. May 22, 2010 7).ALL WASTE PIPES(NEW/EXISTING)TO BE PAINTED GRAY SCALE: 1/4" = 1'-0" O.VALLEY PLATES TO BE SCREWED TO EACH RAFTER.USE TIMBERLOK^4"SCREWS OR 3/S"GALVINIZED LAGS WITH WASHERS. SHEET NO: (2) 1-3/4X11-]/e ML RIDGE / \ 12 .2 R, 0L6,.00 / / 5 3Y2X5- 4 2,A10 OF / PARALLAM UMN, 11 1� 11A / , • t / \ 11-7/8 ML RID U / \ Z 12 THIGH RAILING 2X6 LJ 10D 12 H Tom. 016--OC 4 � Ing TF�•MI BARREL CEILING �/`� "Rimpi nnp I m4"SUBFLO Ld A (2)2X12 HEADER —- -— 9-1/2"TM30 WOOD-I FJ 012"OC 9-1/2"TJI230 WOOD-I FJ 012"OL BOTTOM OF J L UPSET HEADER ! Po ® ® ¢ W m p A 10"DIA.F.G. ®, COLUMN 5/4--OFrwmG 3/4 SU 60® —_ _— 3/4"SUBFLOOR 2X6 ACO DJ O16"OL 16"T31560 WOOD-1 FJ 012"OC (3)2X10 ACO GIRDER —_ _— v�a 16"TJIS60 WOOD-1 (2)2X6 ACO FJ 012"OC SILL PLATE a.' DP- 12"DIA. o, TERMITESTE SHIELD '�•CONC.PIER FOAM SRL SEAL '4 o rtia. 1 ^ io 'e u EXISTING .mss 1. FOUNDATION 24"X24"X12" 4"CONIC.SLAB NEW V'CONC.SUB CONI '" • •1-1/2"DOW FOAM INS. •• —_ _— . " i • • •• 2"DOW FOAM INSULATION •• -• • • 6.11 POLY VAPOR BARRIER SECTION B-B SECTION A-A SCALE: 1/4" = 1T-0" SCALE: 1/4" = 1T-0" Lu _z O r— 7 liy 3'BROOF VENT 3'O ROOFVEM J Z Z 't W G d ,11 $� z °�° x (I I I I I I 1tl4t 1114 O O ? 7, I I I I I (naw nll CO6 D.D I LL ^ LLo, NEW LmA°Ax.�a�„ Ssc yo �f ' y I � 1 O 1muAlwmalunws r• O '- j 1114 i vI p INFO O 5N� OR WM. 13. DM /^1 1n,odvmL FAA I 1 •w�3ll�sa¢ 1 l l 1 OR TH wul� o'er I III I I 1 ,vA B May 22, 2010 f Co 1 2 jco. 3 SCALE: 1/4" = 1'-0" ° w%w WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL Aeoxurslzn°r. A AS PER TABLE 1609.1.4,N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) "CI v ATO APROVED SHEET NO: WINDBORNE DENNIS%tOTECIION FA5fEPllNGSCHEDULE FOR WOOD 51RUCNRAL PANELS WOOD STRUCTURAL PANELS WON AMWPNM THRCKN650F 711W SLOPE"1/4"PER FOOT PITCH TO DRAIN HOUSE r6Ar SEPTIC SYSTEM AND MAXIMUM PANEL SPAN OF B FEET SHALL BE PERMITTED FOR OPENING PROTECTION INONE-AND TWO-STORY BUILDINGS.PANELS SHALL.BE PRECUTTO w COVERGI-AZEDUCHO OPEAENGCODE).SWITH NOT SJB HARDWARE PROVIDED.(REFERTOSECTION Ifi MST LAVED AND TABLE lfi0S.1.4 OF N.Y.S.IRESTDENTIAL CONSTRUCTIONCUEEJ.THM IS TOSg OTAGUBMTIO WEOOhl RDEBIGNPR655URE.ALLOPEMNGSMRSTMMUE SIGN-PRESSURE UDIFO UWHITOSWHIGITISUGRE. �������� ��������� ALL PANELS MUST BE CDP TD SQE AND REAM IN USE ON ANY NEW WINCOWS AND DOORS.SHIIrtERS MUST BE MARRED FOR WH4T DPENINIG R IS TO COVER HARDWARE MUST ACCOMPANY SHIIITFR$FOR INSTALLATION. N.T.S. NYS ENERGY COMPLIANCE NOTES FOUNDATION: .W` CRAWL SPACE: �../ WINDOWS AND DOORS: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION,IF APPLICABLE,MUST BE INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, p� WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. R'ESchecjy Software Version 4L3.1 W 1).INSULATE HEADER UNCONDITIONED BASEMENTS:2).SEAL DRYWALL TO THE ROUGH Certificate 3).SEAL BE WEN WINDOW/DOOR IAMB AND RO GH OPENING WITH A CONTINUOUS 2G USING ADHESIVE. ).INSULATE THE STAIRWELL EWE.INSULATE THE FLOOR ABOVE THE EN T EEBASEMENT AND CONDITIO ED FIRST FLOORNT.REFER TO PLANS FOR REQUIRED UE 1A. �' BEAD OF LOW-EXPANSION FOAM,OR FOAM BALKER ROD AND CAULK.FIBERGLASS 3).INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. �j ALONE IS NOT ADEQUATE. 4).SEAL DUCTS IN BASEMENT. /A 2 5).SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR. V n WINDOW AND DOOR WITH DRYWALL RETURN SUCH AS WIRING AND PLUMBING PENETRATIONS,AND WEATHER STRIPPING ON THE -- - W 1) CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. F-1 Fri 2) DO NOT USE HIGH-EXPANSION FOAM.IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. FRAMING: IWa SEALING BAND TOISTS DURING CONSTRUCTION: PLUMBING AND ELECTRICAL: 1).CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. O SEALING PENETRATIONS: 2).APPLY ADHESIVE TO TOP OF BAND TO4). DRYWALL ST AND LAY SUBFLOOR OVER, codecT New York EIIlIg��C0115lMB��1 Z IM.1 Iti ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST CAULK OR US USE BETWEEN S DRTWAL WHEN NAIIN N. NAILING PLACE. Null iD'p f W BE SEALED. ,SOT M C9urtyf.Nen 7f9A < P, SEALING BAND JOISTS AFTER FRAMING(ALTERNATE METHOD): i 7jw �dr'�'i or 7 FaIG� W RECESSED LIGHTS 1).INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS,ALONG H�ea ft�- O W RECESSED LIGHTS IN INSULATED MUS CEILINGS BE TI MUST ORATED FOR INSULATION EXTERIOR PERIMETER,AND FLUSH WITH SILL PLATE. AM may„ CONTACT GAS RATED),AND MUST IN AIRTIGHT AS OUTLINED IN ECCCNYS 502.1 3 'r��� s INCLUDE GASKETS ON THE TRIM PINGS OR OTHER COMPONENTS THAT MAY BE 2I.CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. per. w��� �m SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS.THE AIRTIGHTNESS STANDARD OF 2.0 CFM,(ASTM E 283).UNITS WITH A LABEL THAT REFERENCES THIS 1ST.FLOOR DECK: /�yy ASTM STANDARD,MEC OR ECCCNYS MAY BE ACCEPTED.THIS REQUIREMENT CAN ALSO 1).FULL INSULATE JOIST CAVITIES. QOMS$Otd190 S&-. OwIedAglnt DBGignBIlCOI vlackoC L1� BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2).INSULATION TO BE SUPPORTED WITH WIRE RODS. GiAI1fOflAAW IW-9®910E Q SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER FIRED NOT WATER TANKS,HEAT TRAPS(IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL S THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. 0��10� �+ ,�+ 3 VOM ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS. HEAT LOSS.GENERALLY, 1/2"OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1).PROVIDE HORIZONTAL BLOCKING AT 48"O.C.AND AS NEEDED FOR NAILERS. Tho%"W wvd ATL ON&Ydo mdwwhwid/ ftdu Neu.Labo"Ma b ftdb Nnim IN DIAMETER.CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS 2) FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. ILOMN7'T^ift Aft li4 wwla+�yYrrwflNirru�Yir�sbM�Nfr 3).PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM TUB/SHOWER UNITS ON EXTERIOR WALLS: 4).TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. PROVIDE ADEQUATE ATR BARRIER BEFORE INSTALLING THE UNIT THIS INCLUDES Gross ca"ity Cont. clazing UA INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: Area Dr SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. , HEATING VENTILATION AND AIR-CONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEMAC 1).SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. O twat 1:sm emme Or No 111:'0 @13 75 HEAT LOSS CALCULATIONS MUST BE DONEE IN IN ACCORDANCE TO ECCCNYS 503.3 1 2).SEAL SOFFIT AND BAND TWIST WELL ENOUGH TO PREVENT WINDWASHING. W�A Not G'Q 3).SEAL SUBFLOOR JOISTS WITH ADHESIVE. ,a.J" HVAC SYSTEM EFFICIENCIES: 4).SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING THE Deo bdow'WAME THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. %=1&mdWft2LOr ECCCNYS 503.2.NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL ATTACHED GARAGE: Wn M 1.YAM FCi111BY OUM Pile fftL&AIE 42 0200 12 MINIMUM EFFICIENCY STANDARDS 1) IF LIVING SPACE ABOVE,SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE 09YE 7.6= 04 0.310 25 HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5.TEMPERATURE 2)SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROM ROOF ti55 10'.0 3B CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER PIPE AND DUCTS. OIRIb1 depW 3,1T (FOR HEATING)AND/OR 85 DEGREES(FOR COOLING).THERMOSTATS USED TO CONTROL 3). SEAL ALL PENETRATIONS THROUGH BLOCKING. y�� HEATING AND COOLING SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE(OF AT 4).PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY FI[NOF;~A"Unad TORAy�Y per..{ W ChMde AM 32 WO ILO 1 LEAST 5 DEGREES)WITHIN WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. WA 1:Wood FFame,16'am 11113 I&C 11A 71 SUSPENDED OR REDUCED.SIMILARLY,HUMIDSTATS MUST HAVE THE CAPACITY TO DROPPED SOFFIT ON INTERIOR WALL: PREVENT ENERGY CONSUMPTION(SUSPEND OPERATION)BETWEEN 30 AND 60%RELATIVE WYIdwZ Y140di Fram2 OUM Pale WO LOwE 110 13- 0 3'1 HUMIDITY.HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD,DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING,CAULK AT �L.• LuTEMPERATURE. TOP PLATES WYIdm M Y199d FFimEdDo ft Pile 90 LOWE 27 0'.300 d ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN lkwZ Gi: 5�4 M300 25 LU INTERIOR SOFFIT ON EXTERIOR WALL: ((�� VENTILATION IS NOT REQUIRED.WHEN THE SYSTEM IS SHUT DOWN,AUTOMATIC OR U� Z PENETRATIONS THROUGH THE AIR BARRIER.. GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1).SEAL ALL P011aF 3:SI7b 21 (.3110 6 2).HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES. YID 2:Wand FYiOB,I 9 O.G 50 13':0 0.13 55 J Z U7 Z h 3) SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. W"=4CvV �IFF+Y11aMnuO1BP0f Wft LONE 154 0.200 d3 � LL( 'O D ER DUCT AND PIPE INSULATION S REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 0I UNCONDITIONED SPACES,AS INDICATED IN ECCCNYS 503.3.3.FLEX DUCT MUST HAVE KNEE WALL SUPPORTING ROOF: J X J R-VALUE LABELS ON THE OUTSIDE JACKET(ECCCNYS 102.5.3). 1�Itg 1:C�a'0B6g pq aft) 04 30.0 11.13 20 N DUCTS AND PIPES IN UNCONDITIONED ATTICS,GARAGES,BASEMENTS AND CRAWLSPACES 1).SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO UQ m = W MUST BE INSULATED.WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. ('B n§z Fulone orsmGBdF11 m a2 MAI 11.13 1 Z _ THE INSULATED ENVELOPE OF THE HOUSE. 2) IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. O IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNE WALL INTERSECTION. O tD R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3).PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR d O To WALL PLATE. TOfB p9p.9.G.LM�d{1�IGJ 011rl'd/G'ABWG11MItIG IYi11Glh�'l1�Yd01')bB blg'pdf16.6pe�hol�ild 9blftlfpldCbO11GGWllr�O f/I " DUCT SEALING. W1111�Y�'•'��ptr�c'DKp9pBF�edG�nls.emebee��fayyne�d,,ll�a medtlbc2mrllrr'Noowt ene�Tixlceor�lcm�cmn w DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK(ECLCNY5 503.3.41.ALL INSULATION: CEM le4d@109�a WIRD a moodwr�elt 13e111p P191eede"ON su pedi aw Raped 11116 pike,it"ae iltle6I g 11W b Me Yed D11lmar LL PORTIONS L STUD SAYS ORJOISTMS(EXCE USED AS DUCTWORK MUST ALSO C FULL LOFT: .OEM.awl t"">rW451 1�0'OE'Nt 'mh maftuwt- SEALED.ALL CONNECTIONS EITHER SEAMS(EXCEPT LONGITUDINAL JOINTS THAT LOCK) 0 MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS,NOT COMPRESSED,AND TAPES MEETING UL 183A MAY BE USED FOR RIGID FIBER DUCTS.TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES UL 1818 MAY BE USED FOR FLEX DUCTS.DUCT TAPE I5 NOT ALLOWED FOR DUCT (L SEALING. FILL THE CAVITY:_ INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS,PLATES,SHEATHING WRITTEN MATERIALS: AND DRYWALL.IN CEILING AND FLOORS,IT SHOULD BE IN CONFACT WITH THE DRYWALL pF NEfy WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR,AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. �P� Be WITH ALL HVAC AND WATER HEATING EQUIPMENT(ECCCNYS 102.3) A LABEL REFERENCE CUT AROUND OBSTACLES: to TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES;CUT AROUND O 9 REDUCED MOISTURE: ELECTRICAL BOXES,LARGER PIPES AND OTHER OBSTACLES;AND SPLIT OVER CROSS +. EVERY BATHROOM S TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS.G.G.TO CONFIRM THAT BRIDGING IN FLOORS.NEVER STUFF INSULATION TO GET IT TO FIT. 1 THE FAN ACTUALLY WORKS;USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT DOCUMENTATION OF R-VALUES: AS POSSIBLE.KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS,ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS,AND RIGID FOAM INSULATION MUST BE p IF THERE IS A GAS RANGE. D Slp\• INSTALLED 50 THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND HATCHES,ATTIC HA ,SCUTTLES,PULLDOWN STAIRS,etc.MUST BE INSULATED TO THE THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R TCHESALUE AS THE SURROUNDING AREA. May 22, 2010 VENTILATION RATES. KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: �,.�.�.f INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE Mbec y..�,,�ids 05ASP10 SCALE: 1X' == T-0" A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1).PROVIDE 1"CHANNEL FOR AIR FLOW ABOVE INSULATION,UNDER ROOF SHEATHING. ^'�� `�'` 2).PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. D61b 1koll 1L•10MzVOE_9dWCffAARMRMAJDL PBge 1 011 SHEET NO: O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT t GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS � � UJ ENI CRIPPLESTIID RAFTER WALL STUD Z BOTTOM PLATE W RIDGE HEADER LEDGER BATHTUB sIDEWALL DOUBLEJGIST 1IW/ JACK 6TIID5 RAFTER ',FJL/4y (A hal FLOOR USP NUMBER DESCRIPTION APPLICATION (n BER IST AOS& HOLO DOWN CONNECTTO I SIDE OF ALLCORNERS ANCHOR TOFOUNOATIONWI ALLORNERS BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT W CONNECT T0151OMMDFLOORNER6ON LOCATION USPNUMBER DESCRIPTION APPLICATION LO CATIONUSPNUMBER DESCRIPTION APPLICATION RAFTERS EUSP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR W 3ND, AD55 HANCHOR PLATES OF IST EOR.CIONS AND TOP ALLOPENINGS ISTA12 1-Vd'x1Y20 1MYS4' &TMP APPLY OVER RIDGETO CH RAFTER ANCHOR PLATE60F IST FLOOR.CONNECT THROUGH pe STRAP APPLY TO EACH JACK STUD ROOF LSTA2p 1- 2Dpa 2W2xB L52B fApe.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST CT O THE FLOORS TO EACH OTHER WITHREADED ROO ALLOPENINGS RT30RRTT TYOOWNMUMUK APPLYTOUCHCRIPPLh SIUU 2X18 LS2f0 'V,.,LOPE HANGER APPLY TO EACH RAFTERILEDGER FOR JOIST NOT pIRECTLV UNDER PARALLELWALLS,PROVIDE RLOCMNG@24'0C WALLSTUD, r ' THRHTS OUGH ON RA O ¢ a METAL STRAP ' \ LOCATED BY CONTRACTOR FSI CRICKET AT TOP-SIDE OF W RIM BOANO CHIMNEY VEMIDUIRE CHANNEL O AS REQUIRED SILL PUTE(S) WALLSHEATHING RAFTER RAFTERS IMINTAIN SIDEWALL FLASHING VEMIIATION WOOD JOIST FOUNDATION _ " ", _ ", _ _ TOP PLATE BLOCKING - FINISH WA-LAND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BEATTACHED TO WALLSTUDS OWOC BARRIERTO LAP FUSHING 2x4 SOFFIT JOIST AND ALL WINDOWNOOR OPENING JACK STUDS ATWALL-MAINTAINGAP ATICSHALLBEPROVIOEO WRH A FASCIA FLOOR JOIST DEPTH USPNUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREEVENTILATING AREA - - GUMER ROOFINGTOAVOIDSOAKING WALLSTUO NOTLESSTRAN111WOFTIEARUOF INSTALL4'0'O.0 / 4 THESPACEVMTRATED AJLOPENINGS WOOD GIRDER 4'-A' LSTA24 1-1/4'x2e20gB STRAP ANDJACKSTUDS SHALLBECOVEREDWITHCORROSIOW ONTIN SCREENED VENT ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD INSTALL4b"O.C, FLASHING TO FORM CHANNELLOCATION USPNUMBER DESCRIPTION APPLIFATION OPENINGS OF'%INCH IN DIMENSION. $OFFITED SAVE III LSTA30 1-11C"XJO"'SpA STRAP ANDJACKSTUOS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS / GAPTOPREVENTCAPILLARY 4'-6•RAFTER RTtO 103W"x tSpe TYDOWNANCHDR INSTALL4'O"O.L. ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND 14•-16' LSTA35 1-1/d'x36'IDpa STRAP AND JACK STUDS A'-12-RAFTER RT20 21-11A'x20ga.TYOOWN ANCHOR CONNECTTO ROOF VENTILATION / OVER BEARING WALLS ANOHRADERS ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL 2N0.FLOOR WALL OF FLASHING �y ROOFING LAPS BASE LLLJLLJ FUSHING41NCHES BASEPASHINGWRAPSCORNERS, RAFTER RIOGECAPOFSAME \/ EXTENOSUNDERGHINGLE6AT MATERIALASROOFING SIDES 4 INCHES ANO UPS NAILEDTOSHMTHING SHINGLES AT BASE MIN.4INCHES THROUGH VENT WOODJOIST TOP PUTE SIDE WALL FLASHING GIRDERMEADER IST FLOORWALL STAFFING TO BE ATTACHED TO WALL STUDS 91 WOODJOIST AND ALL WINDOWNCOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWAUB, WALLSTUD FLOOR JOIST DEPIRUSP NUM BER OESCRIPRON APPLICATION AND RAKEG-PROVIDE HEMMED EOGE66O RAFTER INGTALlCXC NC A6 TO FORM DRAINAGE GHANNEL6 AND 4•-5" LSTA35 1-116'x3&-IA STRAPAND=A S.05 PREVENT CAPILLARY ACTON LOCATON USPNUMBER OESCRIPPON APRICATIN PRE-MANUFACTURED 1/T ALL JOISTS CONNECTED TOAFLUSH HEADER TO BE SUPPORTED WITH ONALL OPENINGS KEEP SHEATHING MIN Y INSTALL 4O'O C. RAFTERIPUTE RTt6 MIOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE a--IW mums 1- METER TO MATE OVER RIDGE TO AIRPASSAGE THE PROPER STEEL CONNECTOR 1/4445'fSpa.STRAP AND JACK&NOS CONNECTOVER CONFORM TO SLOPE IF ABLE,SET FIR JOISTS APROX 112•HIGHER THAN LVL HEADERS N ONALL OPENINGB PLATEAVALL SPTH4 STUD PUT ANCHOR PUTES TO UCH&TIO OFROOF TO ALLOW FOR SHRINKAGE.6 REDUCE BUMP OUTS 1J W OBL SILL PUTS O W TERMTTESHIELD —AUBFLOOR L SILLGASKET WOOD JOISM fT1 CONC NEOPRENE �Vj TDAMPP OOFEXC. DATION L A ` aMIL POLY GASKET 2x6 nxB CONTIWIOUS WpOp PLATE •J L � Z { O IL POLY OF EXTERIOR - V GRANULAR FILL )4 BOLTm TOIL 6 b o cIT6TAG. O L S EMIL POLY ON EMERIOR • W (p GO V � ' � 9TEELWWMN Q � � f 0 '\L A GONG SUB • 4 ° •A - e• \ < ROOF JACK IPn STEEL eEAM J m = .0• I COMPACT FILL I°e 4.a I/4 n B'6TE£I. Z _^ KEYWAY FOOTING vV ° e A ° PUSH NGAROOFING TS TOP AND BOTTOM PLATE Q Q DO • LI�A p LGryL• FTG. ,A A•p P WITH In"x 6°ANCHOR BOLT d Q (O °•� .e ANCHOR BOLT CONNECTION USE WITH W SQUARE WASHERS SIDES AND TOP In"GROUT fn Tq A REINFORCINGBAR NSP LSPS6B OR BP663) U) DRAIN TLE N FOUNDATION SIA'DIA.ANCHORBOLT - 3"STEEL COLUMN P ANCHOR BOLT CONNECTION ' W SUPPORTING MAXIMUM SPA ING PUSHING UPB T 10 KIPS J SILL PUTETO FOUNDATION ROOFINGATBOTTOM - -- LL CRAWL SPACE OR FOUNDATION 'STORY 62'OC TYPICAL GONG FOUNDATION.APPLY MUSTERS SILL PUTETO FOUNDATION TYPICAL BEAM DETAIL WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3•STEEL COLUMN ANCHORED TO 24M24b ICONIC.FTG CRAWL SPACE OR FOUNDATION 2STORIES 3w cc STEEL / BOTTOM BEARING WALL BOTTOM PUTETO FOUNDATION y2 STORIES 5T'OC suB-0N.GRADE ROOF JACKS t VENTS DETAIL / SOF NE4y GOING.sue � SUBFLOOR P� \SC/y�, y0,9 6X510/10WWM _ DOORFRAME rI COMPACT FILL GOO, JOIST 9 usE xe _ FOR BLOCKOUT STEEL BEAM41 I P.T.PLATEW/6%6X6 RVIVI ~ SLOPE y 4bRIVEWAY NOTCH JOIST AND ADJUST HEIGHT N 9' AT END ANDCE < I �. 9 T a (WITH A NAILING PLATE IF NEEDED) D• aSPb� /4 'A TO BE APNOX.IP-OR HIGHER THAN 4. A DESOFWOOD 'AA 'i STEEL BEAM TO ALLOW FOR SHRINKAGE �•' o - BEAMS 4 ' PROVIDESTRAPPINGTOKEEPJOISTSALIGNEO 12. 6X6 W.W.M. _ _ _ _ '•. ° l ) DRAWN : F MIN eC�A °O'4 ° 6A °Ae°•e ��NOTCH SEAM FOR MUDSILL IF REQUIRED-MAXIMUM . ° A , ° � ••.�4 —SUBFLOOR 4 a •A REINFORCING BAR NOTCH EQUALS 114DERH OF BEAM REINFORCING BAR A 01ST oRAINTBB '° - •' d ° xa-, —II May 22F 2010 12' SHEETMETAL/309 FELT UNDER BEAMAT POINT CI' OF CONTACTWITH CONCRETE OR CONL,BLOCK STEEL BUM TYPICALCONC.MONOUTHICFOUNDATION REINFORCE WITH(2)"REINFORCING BARS THICKEN SLABS BENEATH BURING WALLS qND COLUMNS. a" 3 SHIMS TO LEVEL BEAM � PUTE(BOLTEDTOBEAM) SCALE: 1/4" = P-0" REINFORCE FOOTING WITH P)94 REINFORCING BARS 3-MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET SHEET NO: g GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: i).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4•x 20 gauge strap shall be attached to each pair of maters in accordance to table 3.4. PN CRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING Whenecallerlmisusedinleucta ridge strap,the number of 10d common nails required OTY SPACING BUILDING HEIGHT CONSTRUCTION NOTES: in each end of the coater 5a need not exceed the tabulated number of Bit nails in the strap. ER TO 8'WALL:&Bed COMMON EACH TOE-NAIL W PLATE 10'WALL 4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION1).The information within this set of consWmon comments is related to basic design 2).RAFTER-TO-WALL ASSEMBLY GJ015T 8'WALL:3-8dCOMMON EAC14intent and framing details.They are Intendd as a construction aid,not a subeeMe Lateral framing antl shear wall connections for rafter,telling or truss to top plate shell be In TOE-NAIL for generally accepted goad building practice and compliance with current New York accordance nt table 33.When a rafter or fmss do not fall in line with studs below, rafters PLATE 10'WALL 4-Bd COMMON JOIST PRESCRIPTIVE AS PER N.Y.B.RESIDENTIAL CONSTRUCTION CODE AND Stalebuilding Lodes.The General Contractor is responalMefor pmvlding standard or busses shall be eneched mitre wall rap plate antl the Well top plate shall be abechd he JOISTTO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA AF&PA WOOD FRAME CONST.MANUAL for One and Two Famil Dwellln sconstruction details and prowdums to ensure a professionally finished,structurally the to the wall Bard with uplift connections.Roofs overhanging the rake Blue of fie building L RAFTER WFCM-SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES Bound antl a weatherproof completed product. shall be connected with uplift connections in eccomence with table 3.3c. OIST LAPS AS PER TABLE 3.7 EACH FACEARTITION WFCM-SBC LAP NAILEXT.BALCONIES 60 2).The General Contractor is responsible for ensuring that all work antl construction 3).WALL-TO-WALL ASSEMBLY: AR TIE AS PER TABLE 3.4 EACH FACEDECKS 40meets current fdend,state,county and Iora1 codes,ordinances and regulations,etc. Wall studs aboveand studs hees.floor level shall he attached with uplift connections In TRAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10 H These codes are m he considered as part ofthe spedgcallons for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the / ) I"I should be adhered to even if in variance with the plan. studs shall be attached to a common member In the floor assembly with upliR connectors In BLOCKING 2-8, C' EACH TOE ATTICS w/STORAGE 20 V J QJ `J accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 W A 3).Dimensions shall take preratlent over scald drawings. RIM BOARD EACH END (LIVE LOADS PSF) W (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-i6tl COMMON END NAIL ROOMS(SLEEITHAN SLEEPING) 40 First wall studs shell be connected to the foundation,sill place,or bottom plate With uplift ROOMS(SLEEPING) 30 a 4).The designer has not been engaged for conatmctlen supervision and assumes no connectors.Steel slumps shall have a minimum embedment of 7Inches in concmle WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-an-grade,15 Inches in masonry block foundations,or lapped under NAIL NAIL NOTES GAURDRAILSANY DIRECTION 200 construction means,methods,techniques,sequences,or procedures,or for safely the plate and nailed In accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION Ory SPACING EXPOSURE CATAGORY Z I--I precautions and programs in connection with the work.There are no wertantles fora spacing plata, aInch spa square washes shall be used with the andInf bolts.Anchor ball TOP PLATE TO PER FACE NAIL specific use expressed m Implied in the use of these plans. spacing Is to be to b spaced end sized in accordance inc m table thea.In of a sign tote and a TOP PLATE 2-11WCOMMON FOOT SEE NOTE 1 (ROOF-FO PATH SEE CONSTRUCTION GENER D PATH CONNECTION < 0 L anchor bolls are m ba sparatl between&12 inches Ram the end of a sill plate and all -FOUNDATION DETAIL PAGE 8 GENERAL NOTE PAGE F4 C� 5).Reaerb the Window and Door schedule for exterior openings. comers. TOP PLATES TERSECTION JOISTS FACE �1 INTERSECTIONS 4-16d COMMON Eq,BIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE It menW .IC�rlcl 6).The General Contractor is sure that masonry or prefabracted fireplaces meets 5).TYPE EXTERIOR SHEARWALL CONNECTIONS: STUDTO 2A" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes Type l exterior sheer walls with a minimum of 7/16 Inch woad structural panel an the exterior STUD 2-16d COMMON OC. NAILyrs" O A attadied with Ncommon nails at 6'..a at the panel edges and 12'a c In the field,and FIRE PROTECTION 7).The General Conlmctur Is m consult star the ownerfor all built-In items 12M COMMON SMOKE&CDETECTORS Inch gypsum wallboard on the interior attached with 5d cooler nails at 7"O.C.a.c.at panel HEADER TO 16'P.C. FACE SEE FLOOR PLANS ' length o such as bookcases,shelving,pantry,tlosete,rams,etc. edges and 10 o c In the field shall be In accordance with the ength requirements speiiHEADER ALONG EDGES NAIL in tehle 3.15a-b. TOP OR BOTTOM 2-18d COMMON PER 2irASND END TRUSS DESIGN WA-STANDARD STICK FRAME CONSTRUCTION N 8).Wind load requirements shall be taken Into account during construction PLATE TO STUD 3-16000MMON PER2x6STUD NAIL ENERGY CALCULATIONS RESCHECK latest version �L fi) TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO FOUNDATION NOTES: Type Ile#erlorshearwallsshallmeettherequlremenmofntble3A5e-bllmestheapproPdam FLOOR JOIST,BANOJ015T, 2-i6dCOMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment lactam In fable 3.16. FOOT SEE NOTE 1,2 1).The General Contractor and Mason m review plans,elevations,tlemlls and notes to END JOIST OR BLOCKING GROUND WINO SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN VYEATHERING LINE TERMITE DECAY DESIGN UN DERLAYMENT HAZARDS determine intended heights offinlshed floor(s)above typical grade 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2.All feelings m red an undisturbed(virgin)sell Allowable sitlewell lengths provided In table 3.14 shell be permitted b be increased when I g g ) Intedarshesnvalls am usd Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL SPAOONG NOTES MODERATE SLIGHT TO - 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B REVERE 3 FT. TO HEAVY MODERATE it NONE 3) Provide i/2"expansion joint material between concrete slabs and abutting JOIST TO. 4_Bit COMMON PER TOE concrete or masonry wells ocouring in exterior or unheard insider areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 4).An new concrete walla being attached m existing concrete structure shell Header anchor girder conmed.ns shall be attached with uplift connections in accordance BRIDGING EACH TOE 2-8d COMMON NAILSPACING NAILSPACING AT INTERMEDIATE Y with table 3 5 Window 5111 plates shall be have steel connectors In acmreanm with fable TO JOIST ENO NAIL SHEATHING LOCATION NOTES be Installed with#4 re-bar,18'long at 12'D.M.Use approved epoxy for Insfalla9an. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2-Btl COMMON 4'PERIMETER EDGE ZONE Bit COMMON(oj 6'O.C. ad COMMON(oZ 6"O.C. SEE NOTES:1,3 5).Unless otherwise noted,all slave on grade m bene me p so Cormrete to be TO JOIST END NAIL poured i n 4lm 3 1a insend m gravel till he with Wtre mo P5%rated density slabs W) CATHEDRAL CEILto NG used as a s BLV: BLOCKING TO EACH TOE INTERIOR ZONE Btl COMMON(dJ 6"O.C. ed COMMON(off 12'O.C. SEE NOTES:1(BOTH FIELDS) m he minimum 3-1/2 inch thick.All fill to be compacted b 95%relative tlensiry with Where a edge is fo be used asr sWcarml beam,the rafters shall either c oolchd od SILL OR TOP PLATE 3-16dCOMMON BLOCK NAIL NOTE:2 FOR PANEL FIELD 6'maximum Ilite(layers). anchoredlgMe on top of the beam th slaps connecters strati to Beached Be each rafter-be bugs GABLE ENDWALL RAKE AND RAKE TRUSS ed COMMON®4"D.C. Btl COMMON @ 4.O.C. SEE Ni 1,3 6).Crawl spaces to be provided With a minimum 18'x24'access opening.Install one along ewlth the open elbove requiremead ofthe nt. TO Connections m the dtlga and wall shell babe LEDGERSTRIPIP 3-i6tl COMMON JOIST FACE MAIL 8x16 cast Iran foundation ventfor every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES DECK AND COVERED PORCH NOTES: TOBEAM 3-Btl COMMON JDIST NAIL 7).D .Residential f eaedm of foundation ,Ah bituminous mating as persectionbe ap lied of THERE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.V.S. wgirad ep mien d Construction Cede.s prior o polyethylene film shall be applied over 1).Unless othmwise nand,all framing material ze bar s ACe pressure treated lumber. BAND JOIST 3-1(tl COMMON PER END the below grade portion of exterior walls prior to heckfilling. All fasteners,hangers and armhors to he gaNinizetl or stainless steal. TO JOIST JOIST NAIL i).For roofperimeter a tiewithin zor feel c the Perimeter edge of a used.,including 4 fief on each side of me roof peak, BAND JOIST TO' PER TOE NAIL the 4 foot perimeter edge zone attachments required shall he used. 8) Drainage as par section R405 of N.FS Residential Construction Cade. 2).Gird am for deckjmi a to be bolted m each pod With washers end nWe SILL OR TOP PLATE 2-l6d COMMON FOOT SEE NOTE:11 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached m rafter/fmss framing members with G>0.49. FRAMING NOTES min concrete with a minimum 1 W dia x It'long anchor bolt with washers and nuts OF HEATHING- For framing members wife<0.42<G<049,the nail spacing shall be retlurac toff inches 1).All framing techniques and methods as prescriptive design of(AF&PA)Wood Frame 3).Posts supporting girders shall be anchored m a 12'xl25tl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL QTY. SPACING 3).Tabulated 4 inch o c.nall spading assumes sheathing to miter/truss framing members with G>0.49.For Cons[ Manual for One and Two Family Dwellings(WFCM);oras spooffid in R301.2.1.1 Use a minimum 12'dla z B"long anchor bail with washers and nuts Feelings Shall be 31L framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3Inches o c. 2).Unless otherwise noted,all framing and structural wood matenal to be#2+BTR. below grade.Parches with coveredroofs shall have l2"die concrete piers for the girders. STRUCTURAL PANEL ed ASWFCMASBO B WALL SHEATHING REQUIREMENTS FOR WIND LOADS: nn��ec�� Douglas Fir. 4) Deckjolsts to have blocking at e'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAILSPACING NAILSPACING AT INTERMEDIATE NOTES 1J LU AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 3).Floors,walls,ceilings and rafters Be be spaced at 16 inches o.c.unless noted 5). g minlmum of 10 ninth building shall be Installedbrut between rim building and ledger. NAIL NAIL _ LU otherwise. Ledgers be edmbelltling with l/2'tlia.brute with washers and nuts JOINT DESCRIPTION QTY SPACING ("1] 4'EDGE ZONE ed COMMON(o]6'O.C. Btl COMMON @ 12'O C. BEE NOTES'1,3(BOTH FIELDS) Z where needed. GYPSUM 7' O.C.EDGE NOTE'2 FOR PANEL FIELD _ 4).Unless otherwise nmetl,all bearing well hiders to be(2)2x10#2+BTR.Doug.Fir. WALLBOARD Stl COOLERS 10"O.C.FIELD INTERIOR ZONE ed COMMON(]6'O.C, ed COMMON @ 12'O C. SEE NOTE:3 (� Bearing well reactors In have(2)jack studs and(2)full length studs on each side of ell 6).Concrete plans shall be a minimum 6"above grade. Z M Z openings.LVLder tras m have(3)jack studs and(2)full length surds on each side of WALL SHEATHING: NOTES openings.Bearing wall window sills shall also have(2)window sill plates Por 2X4 wall 7),All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL I.I.I D N openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'B.Provide fire mgirder(s). JOINT DESCRIPTION THESE NOTES ARE ONLYTO BE REFERRED TO IF MENTION ED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY SPACING J 00W 8).Covered Roofs shall be assembled and anchored Me same manner as a typical building. STRUCTURAL Btl COMMON ASPER TABLE 3.9 1).For wall sheathing within 4feet of the comem,the 4 mot edge zone attachment requirements shall Q m = r- 5).All Rush bearisheadem b be Installed with heavy duty galvinized hangers and PANELS WFCM-SBC he usd O O j anchors where eppllmblamall connecting joists PLUMBING NOTES 7n6•oSB 3'O.C.EDGE fid COMMON 2).Tabulated 12 inch o c nail spacing assumes sheathing attached to said framing members with 6).Double up floor jaisbe under walls that mn parallel to the floor julsl and under bathtubs. 1).All water supply,drainage and venal m be Installed as per N.V.S.Residential PLYWOOD 6'O.C.FIELD D_ 0 rO g e P GYPSUM 7' O.0 EDGE G>0.49.Forframing members with 0.42cG<,the nail spacings shall be reduced l0 6 inches Be. (n [A �- Floom to have ceramic Ne installed shall be verified for proper load mpoetry unless noted Construction Code 5d COOLERS on plans. WALLBOARD 10"O.C.FIELD 3) For excemw panel siding,galvinizd box nails shell be permitted to be substituted for common nails. w 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: NOTE: LL 7).Provide anng wells. ng In floorjalsis at 8'0 o.c.Use solid blacking In fioorjoiste SHEATHING: under all beanng walls. provide a de studs,plainsorjandplrecol prouset a Insuslatian for any curetestiraplumbing relaid work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY O prattle adequate bracing and plates m pretest and secure the s le size Verify with the DTV. SPACING e).Provide Insulation baffles at save vents between fellers.Install tlreR blacking as slam rade and manufacture's recommendation for maximum hole size and spaciig pertnllled. STRUCTURAL PANELS6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. d'S needed 1'OR LESS Btl COMMON ,2'O.C.FIELD HVAC SYSTEM NOTES 1).PROVIDE 5/e•TYPE-X SHEETROCK FIRE STOPPING AT IO'OMA%IMUM DISTANCES FOR NON ACCESSIBLE AREAS. 9).Unless otherwise noted,all mals and Walls to have a minimum 112'thick,4-ply Fir 1).Mechanical subcontractor Is responsible for adheadng m all a Ilmble codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO, OF NEW COX exterior sheathing grade plywood Plywood m cover over plants and headers. requirements. pp 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. THESE NOTES ARE ONLY TO BE REFERRED TO IF Section R602.9-FIREBLOCKING REQUIRED y tr� ri 10).Unless otherwise noted use 3/4"Nick T&G PTS Firer Advamech plywood subfioor MENTIONED IN SCHEDULE NOTES ONLY Fireblockin shall be provided to cut off all concealed draft openings bath vertical and horizontal • O adhered with PL400 adhesins,and screwed to floor jolsts.Finished floor m be Installed eq Hi supplier. is to nilly coordinate all system tient end requirements with glue g P ( 1 equipment supplier. and to farm an effective bre barrier between stories,and between o top story erred the roof space. r over subflooras per manufecarre's Instructions ,).Nailing fy n..tements panel edge.wall sheathing Fireblocking shall be provided in wootl-frame construction In the following locations. 3). "o r..dmn.rf mnalmefinalsystem leyam Brewing and submitttmthe General nallatled3'mrnamar mthepenaledge.If wall sheathing Z 1 11)miling bathroom sur have o have thick moism typx laBhBeB k.All Geroge We11s and Contramor end owner fmfinal review oda caval m eared 3"on-cent r al therequirpanelements edge m obtain higher PP copecilles, 1).In concealed spaces of stud walls and partitions,including furred spaces,of the ceiling erred Raar eft `p railings and over 7 shee ra have SIB"thio a tap d and fnis All other parts of building c shearers shall b nailing requirements for structural levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 CO 525 to have regular 112"sheehack.All walls to be taped entl finished. ELECTRICAL NOTES: members shall be doubled,a used toalternate connectors, feet.Batts or blankets of mineral or glass fiber shall he allowed as firebloclurlg in walls constructed such as shear plates,shall he usd m maintain load path. using parallel rows of studs or staggered studs. 12).All roof with a at ex less then a act shell be is Filead with an Ica a Water barrmr or i).All electriml m be Installed Be per N.Y 5 Residential Construction Code. 8 P 9B OR/� approved equal Flat mots shell be applied with a Fibegles base sheetwith an EPDM 2).When wall sheathing Is continuous over connected ' torch tlown type material over. 2).All electrical work shall be approved by a qualified Untlerwrita, members,the tabulated number of ne1N shall be permitted 2).Atoll interconnections between concealed vertical and horizontal spaces such as occur at soffrts, m be reduced rat-lfid nail per mot drop ceilings and cave ceilings. May 22 2010 he I All sill prates foam wood iacontedviM mncrent in be pressure treated.eq plates m of Install Smoke dual Construction os and Carbon Monoxide detectors throughaN as per section R313 r he Installed with a foam sill gasket and coPr-Lex lertntte shield or approved equal. of N.V.S.Residential CansW Won Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY,THE CONTRACTOR MUST CHECK ALL DETAILS under stairs shall comply with Section R311.2.2.N.Y.S.Residential Code. SCALE' 1/4n = V-0" AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES.THESE DRAWINGS CONFORM TO GENERALLY 4).At openings around vents,pipes and ducts at ceiling and floor level.to resist the free passage of ACCEPTED BUILDING PRACTICES;HOWEVER STATE AND LOCAL CODES VARY WIDELY.THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS.ALL flame and products of combustion. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES.DO NOT SCALE DRAWINGS,USE ONLY THE PRINTED 5).For the firahlocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. SHEET NO: 0