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t TOWN OF SOUTHOLD BUILDING DEPARTMENT � TOWN CLERK'S OFFICE ° qo SOUTHOLD, NY .A BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50819 Date: 6/13/2 24 Permission is hereby granted to: Curtis-Harvey Revoc Trust C/O Charles M Curtis &J mHarve 1620 E Highland Dr Seattle, WA 98112 ........ _....... w .....®_...®__-_® To: Construct additions and alterations to an existing single-family dwelling to include bedroom, screened porch, HVAC system and window replacements as per Trustees non jurisdiction, DEC non jurisdiction, and ZBA approvals. At premises located at: Reservoir Rd Fishers Island ... .. . .. .� ............__ SCTM # 473889 Sec/Block/Lot# 9.-8-3.4 Pursuant to application dated 5/2/2024 and approved by the Building Inspector. To expire on 12/13/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $577.00 CO-ADDITION TO DWELLING $100.00 Total: V ..M........���.-mm-$677.00 Building Inspector ,u a TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 1�-11AWI T.south ldtownt ay `e Received APPLICATION FOR BUILDING PERMIT w For Office Use Only N Y Q PERMIT NO. Q V 19 Building Inspector:_ J MAY 'Appllcatlons„anC forma mu'it be frllesl"out in their entirety.Inconriplete applications w I not be accepted,`Where the Applicant Is not the owner,an ;Owner's Authbrization#orm(Page 2)shall be completed, ,.. L .w , , Date:07,24.2023 OWkERS�)Oh +RORERTY:, Name; SCTM#1000- Charles Curtis and Jane Harvey �I Project Address:220 Reservoir Read Phone M206-696-2372 Ernail:jharveyccurtis@ grnail,com Mailing Address:P,O, Sox 616, Fishers Island„ NY'06390 Name:Jared'Sedarn Mailing Address:2917 Valley Forge Street, Sarasota, FL 34231 Phone#:203-233-0131 Email:jare@ jare+dsedam.com DESIGN PROf551©NAL INFORMATION: ' Name:Jared Sedam, Urbanism /Architecture / Interiors Mailing Address:2917 Valley Forge Street, Sarasota, FL 34231 Phone#:203-233-0131 Email:jared @ jaredsedam.com lr �� lll" lll;�°I"IIII*I� Name:H P Broom Housewright, Inc Mailing Addriess:162 Ferry Road, PO Sox 70, Hadlyrne, CT 0639 Phone#:860-526-4369 Email:skip@hpbroom.com QESCRIPTIQN OF PROP05ED cokmuCTION ❑New Structure MAddition N'Alteration ❑Repair ❑Demolition Estimated Cost of Project: 00ther no change to footprint $400.000 Will the lot be re-graded? ❑Yes ENo Will excess fill be removed from premises? ❑Yes ■'No 1 PROPERTY INFORMATION / Existing use of property:Single Family Residence Intended use of property:Single Family Residence Zone or use district in which premises is situated;. Are there any covenants and restrictions with respect to R-80 (Residential w/Commercial Sewer) this property? ❑Yes ■No IF YES, PROVIDE A COPY. a , r // e , owner/ca�tractdr/design�rnfessissanaf fs�esp�r►si�ife frrr,4� ' r b oc he Tst rtq a AaPPL{E A fi N is Hf ItEpy MADE to the Building Departr�e�for the issttarrce of a et�iidir±g perr�h�rs+tar�t�t#��� �/�g J/////, �rdj�ans of the,Tr wn srf 5ostt#roidj 5uffolk,,cdu*,Newyork and othere}ppl ible la+m,Ordlnances or Regulations,for the cd structloA of 1�d� /fir/ %l adsifjifon "it Odom or o►7F11VVA or demolttlon as herein described The applicant agrees to`wmply,with aG applicable laws,arsliriances,hupol�g code, , houstrr soda l ulatlm�s and"admit authorized in$MCX//srs on premise~:and f n trultd n s)for necessary inspections False statements rrf g are misdemeanor pursuaOtto,",ctton' >l4 45 of ttte New Y;,ark St,to penal law, %1/ Application Submitted By(print name ared Sedam ■IAuthorized Agent ❑Owner Digitally signed by Jared Sedam Signature of Applica Date:2023.07.19 21:48:39-oa'oo' Date:2023.07.19 STATE.OF SS: \ COUNTY OF 4•Swc-& ) �J Jared Sedam being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Agent/ Design Professional (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �� .20 13 Q N I TA Notary Notary Public State of FlorWa Comm#HH339562 PROPERTY AUTHORIZATION IZATI Expires 12/7/2026 (Where the applicant is not the owner) Charles Curtis and Jane Harvey I residing at 1620 E Highland Dr., Seattle, WA 98112, do hereby authorize Jared Sedam to apply on my behalf to the Town of Southold Building Department for approval as described herein. 07.24.2023 Owner's Signature Date Charles Curtis, Trustee, Curtis-Harve Jane Harvey, Trustee, Curtis-Harve Print Owner's Name 2 RRQREEdTY INFQRMATT©N r ' Existing use of property:Single Family Residence Intended use of property:Singie Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 (Residential w/Commercial Sewer) this property? ❑Yes NNo IF YES, PROVIDE A COPY. . f w- n of w Th �naerc�a �I ��i I xilV AIM drat :, d car tip town CW*.'APPUMON is mat ta%� yIIIlitt Ii �rt f Ittatw ail 401i wit pmawurr t Ilikiw�� 41milaw a ! rTow" +ar rrlc tuffo'k,too*,Nelot yob#hd,w4rapp �A �Mryli�d".W�f � I N`#IG k6��� CPI"N �NM IVka�; �N�'�Illi� r f aw d1MN NiMa ad4w p r; � Fj PYiY i '1i drat r s+l f r wr y a wr I,I +r r„ Application Submitted By(print name):Jared SeIdam° ` 1111111111Authorlied Agent, OClwner, Ita z .ar.�s zt aegis lly slgned by Arad Bed Signature of Applicant: ., �� �W Rate:2023.07.19 STATE OF NEW YORK) SS: COUNTY OF Suffolk' ) Jared Sedam being duly sworn,deposes and says'that(s)he is the applicant,', Game of individual signing contract)above named, (S)he'isthe, Agent!Design Professional (Contractor,Agent,Corporate Officer,etc.) „ of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and �thatthe work will be performed in the mariner set forth in the application file therewith. r Sworn before me this day of 24 Notary'Public °' y i Mr MUMMMER AUTHOR MATI (where the applicant is not the owner) r r Charles Curtis and Jane Harvey 1620 E Highland Dr, Seattle Wgf98112 ' I residing at4.� �,/e // ��,//,.. /�1�1✓ii ��, � � ,�, 7l� ,;/ i r:�' �;`. � rrl 11'✓j9%''T ip r r✓ai/W n Jared Sedam i l lf Nfli �ibi rr1✓ i / ��� hereby atithoi�ze to a p Y' my behalf to the Towp of Southold Building Department for approval as'descr i bed herein: 07.24.2623 m r I as jirrryi r ,, r r r r Owner's Signal tyre Date rt r Cures Curtis,Trustee,cuni Hwr PAvomble Trust y. ,bane Harvey,Trustee,Curils-Haney ReVOCablO Trust Print Owner's Name 2 I i Glenn Goldsmith,President "� � ' Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25-- -P.Q.Box 1179 Eric Sepenoski Southold;New York 11971 Liz Gillooly PIMTelephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 5, 2023 Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: CURTIS-HARVEY REVOCABLE TRUST 220 RESERVOIR ROAD, FISHERS ISLAND SCTM#: 1000-9-8-3.4 Dear Mr. Just: The Southold Town Board of Trustees reviewed your letter dated November 29, 2023, and the survey prepared by CHA Companies, dated October 9, 2023, and had previously conducted a site visit to the above-mentioned property on August 2, 2023. The Trustees found the proposed construction of an addition of a first-floor screen porch and a second story addition onto an existing 1 % story single family dwelling to be located greater than 100' from the tidal wetlands line along Silver Eel Cove and accordingly out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, �Ienf'—i gold Afth,'Pr s Board of Trustees GG:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY ?Stony Brook.50 Circle Road,Stony Brook,NY 11790 M Ay ...•• 2 2024 P:(631)444.036S I F:(631)444-0360 ~NA(-;c.ny.aov LETTER OF NO JURISDICTION -TIDAL WETLANDS ACT March 25, 2024 Curtis-Harvey Revocable Trust 1620 East Highland Dr. Seattle, WA 98112 Re: Application #1-4738-04983/00001 Curtis-Harvey Revocable Trust Property: 220 Reservoir Road, Fisher's Island SCTM# 1000-9-8-3.4 Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward,of the contour labeled "TOP OF BANK", which exceeds ten feet above mean sea level in elevation, as shown on the survey prepared by Craig P. Bigger, last revised 1/10/2024 is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: JMO Environmental Consulting BMHP File ,..va Department of c IAye Environmental Conservation MAP } 2 0 %C % # _ err TOu S£ T SH or Q AND a. �, 5 V��A€r�S a� C j rwD. - tyEw RK QA?=='.x:D�R,: N.^gig 1s _. ,OF :. Z 's 2 ?� t xtvee�c�neswa7 NensfleN.CT�2ee •?*i�ri.+'s4A €R a� Nf_N� �� . � i rat rBs Port rornm,ist Floor ens Narmwe,cT mama Z sLeDURFACE WAGE g` �-AL S}Se`Vs CT:TTAY$, En 62 O 1 } esaeas toss wuw memm�nMs am ISLAND�R�DiSTRIE &vfiT+. SWTAO G, m§1.42 F-A s. ' u IG,1984,SttE s T0.BY-RR L a&.&ASED. A—.—' ro �! SURVEY MAP PREPARED FOR: TAl H -A Y Ex- FOR THE 7rUSE a ANTmH P+,__..05E CURTIS HARVEY PURPO w, TO £k 'ON of Tom€u > _ $_..: c }i\} l_ REVOCABLE TRUST AEEU Tx`}�;THE: E;T t'7 T'ws'aAt�YOR r EXCEEDS THE SCOPE OF 741E ENGAGEk+ENT =' 220 RESERVOIR ROAD P�n -T A 3' #fii�Uf STATE�` TICR maw FOR ANY FISHERS ISLAND, NEW UNUE3-,AC �THE r,REC IM O{ A UCENSED % `} ,-\q ! ISLAND, 1 aLY COPIES OF THIS AN ITEM ID MARKED WAY � YORK 3. ONLY COPIES OF THIS SURVEY MARKED 1NT}i THE LAND a SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSM OR INK SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. ELIZABETH 4. COORDINATE DISTANCES ARE MEASURED FROM U.S.COAST AND `' '\f` FIELD S. SITE SURVEY TRIANGULATION SOLD,S FPROS` AIRPORT S. SITE 15 IN THESECTION 70NM OF BLOCK t4 LOT SUFFOLK COUNTY,NY TAX s, MAP TaOa SECTdON�9,BLOCK 8,LOT 3.4. vm 6. TOTAL AREA-0.44t ACRES(19,060t SF). _ �. lit 7.. 517E IS LOCATED IN ZONING DISTRICT R-+0. .._. LOCATIONA - ----. SCALE 1as1D' ----. �� 8. UM OF T 192 BASED THE NATIONAL GEOpEtiO VERTICAL 'W. 5622,83 DATUM OF 1929(NG4D29) i NIF Fl.TF LLC s '9 � _ Fi ,ter' � � _ ■ _ s r r i to s` *a - z c 4 1 4X XK- 42-14 1 EXISTING CONDITIONS W m =A? p� / AND TOPOGRAPHY �� 3 3 IFC.FNfI - R,RYg DraCS y: Ch-k C, 6Y ; PROPETYIY LINE [14dT? awlIssue sate: Project N SraN-.. _ t Yt;€1L #[ UNE r y 1 3Ei§ ART€ EDQ OF PA tOt4YL823 08349Eo. s' 20- W 3..WWW MM 'I- EDGE OF GRAVEL f DIMING OONi'ouR 20 s— ------ / Draw N. -WI-K AS i `D-irll,a BRUSH tIPoE r. -..--�,_ btg ,t= _jam:.-� 6VERHFM 64RRES NOW OR FORt1ERLY N/F ITEM POLE � SHEET 1 OF 1 BOUNOAR(POINT O S h d ''ttwtn Hall BOAR .MEMBERS �� r Leslie Kanes Weisman, Chairperson ' " 5.3095 Main • P.D. Box 1179 MY thold 11971-0959 Patricia Acampor-a �� �fjILcLocation: Eric Dantes i Town 4nnex,'First Floor, Robert Leltnert, Jr. r 1t� L: " `54375 Nl C1fAoad(at Youngs Avenue) Nicholas Planament0 � � i" � � � South D http%`southoldtownny.gov Q {I 1•9A Am ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 21, 2024 ZBA FILE: 97881 NAME OF APPLICANT: Charles Curtis & ,lane Harney PROPERTY LOCATION: 220 Reservoir Road. Fishers Island SCfM No. 1000-9-8-3.4 S[:-qRk I I 1IN ,"T'ION: '['he Zoning Board of Appeals has visited the property under consideration in this application and detert-nines that this review falls under the"]ype 11 category of the State's List of Actions, without further steps under SEQKA S FI�OLK COUNTY ADMINISTR,4.1 IV C;OQI,;, This application was referred as required tinder the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December-22, 2023 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-corn I'll Unity impact. I.,WRP_ D', k MaC ,r T[ON: This application was referred for review under Chapter 268, 'Waterfront Consistency review of the Town Of Southold Town Code and the 1.,ocal Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recOITlmendation dated 1'ebrnary 28, 2024. Based Upon the Information provided(ail the LWRP Consistency Assessment form submitted to this department,as well as the records available, it is re coin rnended that the proposed action is EXEMPT from Coastal Consistency Review. PRO N),.) FACT b, 1 1 ) f1'1 ION; The subject property is an irregularly shaped; 6orl-conforming 197060 sq. ft. waterfront parcel located in an R-40 Zoning District. The north-easterly lot line of 186.03 feet runs along Reservoir Road, it then turns southwest for 121.89 feet toward Silver Eel Cove,then runs for 66.71 feet along the water before returning approximately 206.80 feet back to Reservoir Read. The property is improved with a two- story dwelling with art attached rear deck, as shown on Survey prepared by Craig P. Bigger, LLS., dated October 9; 2023. 1"I(LN: Request for a Variance from Article XXIII, Section 280-124; and the Building Inspector's September 26, 2023 Notice of Disapproval based on an application for a permit to consu•uct additions and alterations to an existing single fairlily dwelling- at; 1) located less than the code required ininiilttiin front yard setback of_i5 feet; located at:220 Reservoir Road,(Adj.to Fishers Island Sound) Fishers Island,NY SCTM No, 1000-9-8-3.4. RL[ fEF_ Ok The applicant requests a variance to construct additions and alterations, consisting of screened in porch with a master bedroom with bathroom above, winch results in in the fi-ont yard setback of 25 feet where a minintuin of 35 feet is required, Page 2,March 21,2024 #7881,Curtis Harvey SCTM No. 1000-9-8-3.4 I DI " I Al N_FQK w1 1 ION., The existing residence exists with a Pre-certificate of Occupancy # 25411, dated December 9, 1997. There is a Certificate of Occupancy # 35241 dated October 13, 2011 for a covered porch granted with ZBA approval#6348,dated March 25,2010. There are letters of support from neighbors of the property that have been submitted. IT1N'D1Nt'aS C'31 1 t t;'I°B I.,AEONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 7,2024 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. "T'owa Law 267-Ia 3I(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Although a portion of the proposed addition falls within the front yard setbacks,a majority of the addition does not. The addition is just an extension of the existing line of the house, and will not affect any nearby properties, as the addition will only be seen partly from the road. Therefore,the proposed addition will not affect the character of the neighborhood. 2. Town Law 267-b 3 b U2 . The benefit sought by the applicant cannot be achieved by some method feasible for the applicant to pursue,other than an area variance. Due to the location of the existing house and the shape of the property, most any addition will require variance relief. Since the original house was located within the front yard setback,any additions would require variance relief. 3. Town Law ,267-b31fl_ld' ). The variance granted herein is mathematically substantial, representing 29% relief from the code. However, the amount of relief lessens as the addition continues towards the rear of the house. There has already been variance relief for this same setback for a covered porch,and this proposed addition follows the line of the house and requires the same relief as the previous variance for the covered porch. 4. Town Law ''267-It 3 la '. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-!g3JfflL5J. The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Town Law 4267- . Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second floor master bedroom addition while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. 1�14aSC�i�lwf�Tl��N f THE B 7 D: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried,to GRANT the variance as applied for,and shown on the Site plan last dated March 8,2024,to reflect the minimal soffit overhang and Architectural plans dated September 19,2023 prepared by Jared Daniel Sedam,Architect, Page 3, March 21,2024 ft7881,Curtis Harvey SCTM No. 1000-9-8-3.4 7"his approvalshall not be deemed ef fective until the required conditions have been met At the discretion of the Board of,,JppeaLs,,failure to Cotnp, 4y with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of occupancy, when issued The Board reserves the right to substitute a similar design that is de minitniv in nature for an alteration that does not increase the degree of nonconformity. IMPORTANT LIMITS ON THE APPROVA1 (S'RANTE1.) HEREIN' Please Read Carefully, Any deviation front the survey, site plan andlor architectural drawings cited in this decivion, or work exceeding the scope of the reliefgranted herein, will resuh in delays and a possible denial by the Building Department of a building permit and/or the issuance of aStap Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above,such as alterations,extensions.demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. TIM17. LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Tow,n of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to t I he date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. 11' IS THE PROPEKIN OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE RL—Q—U—IRED LILI.W. FR.ANIP,. DESCRIBIJ, J) RE.REIN' '. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Aves: Members Weisman(Chairperson), Dantes, Planar-nento.Acarnpora, and Lehnert, (5-0) k ie Kanes Weis Chairperson Approved for filing '2024 ALBERT J. KRUPSKI, JR. �� MICHAEL M. COLLINS, P.E. SUPERVISOR TOWN ENGINEER TOWN HALL - 53095 MAIN ROAD ° ZZ TOWN OF SOUTHOLD,NEW YORK 11971 Tel. (631)-765—1560 Fax (631) 765 9015 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD April 2, 2024 Pete Parent 400 Capital Boulevard Suite 301 Rocky Hill, CT 06067 RE: Fishers Island Sewer District—Cluster System —Addition of a 5th Bedroom to the Curtis Residence, SCTM# 1000-009.-08-3.4 Dear Mr. Parent: I am writing to you in response to your e-mail dated October 24, 2023 regarding the proposed addition of a 51h bedroom to the Curtis Residence (SCTM# 1000-009.-08-3.4) which is currently served by the Cluster System of the Fishers Island Sewer District. The sizing of the Cluster System is calculated according to the most recent version of the Suffolk County Department of Health Services Division of Environmental Quality Standards forApproval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences, dated July 21,2020. In accordance with these standards,the sanitary flow from each of the three single family residences connected to the Cluster System is calculated as 300 gallons per day. As long as the proposed 5th bedroom is to serve as an additional bedroom for single family occupancy only, no change or upgrade to the Cluster System is required. If the purpose of this addition is to create an gc &essofy dwellin unit or to reclassify the residence as a two family residence further,evaluation of the pro2osed addition will be re oared. Should you have any questions or require further information, please do not hesitate to contact me at (631) 765-1560. Very truly yours, 4W Michael M. Collins, P.E. Town Engineer U o H a .sa `\`����1\\', ,\•, ``r1�1�{ - -i- ,"�.,,,•''��' _. 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',, t _ I, Alq,o _ - ---- _ _. _- - _. - _ ---'---- .Y-.mac- .` ------ - '- ....- _ _ - _. --- _- ..._. _' --•-«.� ., __ -_ _ W ti Elizabeth Field Airport ' kiJfj 6'Y ,r nund LOCATION MAP I D m RES-CHECK ENERGY COMPLIANCE CALCULATIONS 00"N U Rmwl ' QN1111 Q� PROPOSED MASTER SUITE ADDITION G Generated by REScheck--Web Software 220 Reservoir Road , Fishers Island , Town of Southold , Suffolk County, NYCom liance Certificate 5 , Project Curtis Residence, Master Suite Addition PROJECT DATA: Wa�o °��Pi / ^ \ /�, �'�� oo 0 tc Energy Code: 2018 IECC db °� / /\ a�a /X Location: Southold,New York See Design Criteria on Structural Sheets / \ A0 ��' �' Project Type:Construction TYPe' Addition Single-family po., `y�F Climate Zone: 4 (5572 HDD) tAo Qvvo ;�2kF 20 O Permit Date: N Permit Number: U Construction Site: owner/Agent: Designer/Contractor: Reservoir Road Fishers Island,NY 06390 SCOPE OF WORK: _ Addition of Ground Floor Screen Porch with Master Suite Above w/ Master Bath and Closet. I NOTE: This site plan was drawn \ Compliance: 33.3%Better Than Code NaxlmumUA 57H YourUA: 38 Maximum SHGC: 0.40E Your SHGC; 0.19 based on and with reference to supplied The%Better or Worse Than Code Index reflects how close,o compliance the house Is based on code tradeoff rules. a n o h a I It DOES NOT provide an estimate of energy use or cost relatve to a minimum-code home. survey prepared by CHA companies Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade New H VAC System for whole house to incorporate new Master Suite. I dated 10/09/2023. / / assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. o change o exis ing foo print. I I / IoReplacement of all windows. �ee� Envelope Assemblies LAWN AREA _R ' ITI I CODE CRITERIA: Ceiling:Cathedral Ceiling 222 48.0 0.0 0.022 0.026 5 16 0Iw Wall:Wood Frame,16"o.c. 356 48.0 0.0 0.041 0.060 11 17 Window 2:Metal Frame w/Thermal Break > SHGC:0.19 76 0.230 0,320 17 24 All Current Codes adopted in Fishers Island, Town of Southold, Suffolk County, NY at the time of permitting A' Proposed Bay: / +i.a w Floor:All-Wood Joist/Truss 222 48.0 0.0 0.021 0.047 5 10 I aster Bedroom �,5 �Ov / Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other , Window w/Seat 15-0" �� calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in R`O9' °'S Req'd Side and 8'x 6' °•.c YJ+ i REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. I I Dry-well / �O�r / / L• sw 70 z yaa _.� Name-Title Signature Date z X IL TA K I Proposed Screen Porch T I O A1 .1 First Floor Plans & Plumbing Riser Diagram Elz o o I aster Bedroom Above in Project Notes: Ep q R _= I I Location of Existin Porch) j Master Bedroom Addition " Al .2 Second Floor Plans e Building FootPrint Line of Overhang A1 .3 Roof Plans I DECK I j i Q� (House Only • Existing) 1,587.00 sq ft EL.25.831 j / h .,� 40 I / I a, 5 (House Only • Proposed) NO CHANGE I I Istin - O A2.1 Exterior Elevations , / PAREAG �- sU �o�� Conditioned / Habitable Space A2.2 Building Sections / Wall Section / Details Z „7os� O� Project Title:Curtis Residence,Master Suite Addition OF NEON Report date: 06/19/23 I Existing 1. Story House Data filename: Pagel of 1 Existing House First Floor 1,155.00 sq ft I I FF E 26.5' J �-+ Existing House Second Floor 653.00 sq ft D Proposed 2nd FlrAdditional S Ft 326.00 s ft A3.1 Interior Elevations / �' Gj� • '_' '� p q 'g q IRON� 5o re / vt� �� v� •o s�., Attic 0.00 sq ft Pl�g� s\g Total 2,134.00 sq ft S1 Structural Notes & Details 9 °fyaaP S2 Structural Plans & Details .s�E sin '' • ' 4.4 NO' PARKING t`1 \� D AREA i Zoning: xPro Proposed R-40 Non-conforming Required Existing ' o \� D Min. Lot Area 10,000 sf min 19,060 sf no change X Min. Lot Width 60 186.03' no change : \, m o� Max. Building Height 35' max 24.04' no change 6�03 Min. Front Yard 1 35' min 9.70' no change �° tiREDA/�eti� Min. Side Yard 1 15' min 9.50' ° no change Q Min. Side Yard 2 15' min 97.05' no change Min. Rear Yard 30 112.06' 1 no change 04����66 * �� Max. Building Coverage 25% 8.33% no change Gross Floor Area 232. f 1 808 sf 3, 0 5 s 2,134 sf 5 Site Plan �'OFNE��° (2100 sf + 12.5%) AO SCALE: 1" = 20' U o a ---, 18'-2" 4vr a� 2'-61/4" 13'-1'n" 2'-6'/4" --------------------------------------- co I _ I a0 Remove Posts I I cd I) L---i-i r----, r----1 r----1 I Remove and Replace Slider --- w/Similar from Marvin Ultimate i Remove Existing Porch Roof �tv I I ' I I I I I( O •� COVERED PORCH I This Area. Provide Temporary O COVERED PORCH SCREENED PORCH Support for Remainder of Porch I Roof able to reFasten to Exstg IPE Flooring Exstg IPE Flooring 00 a __=====1 IAluminum Screen System Insert t I t d Str ucture. _.._._,__. ---------------- . cti ---------------- , II II r-- - - - - - -, I ,- - - - - - -, �i 3 I I BASEMENT I i I BASEMENT I II i i II HATCH I i I HATCH Is H ------------- `-° ---------- ------ _ _ 4 II p II I II I II I II I II I II 0o KITCHEN II KITCHEN I �i it ; ri OFFICE Renovate Kitchen in OFFICE - IIuIIII;I1IIItII„WlIlIlI4I'qI���IlIqlI'IIjIiIIl'Il�I�IIIuuI 1IIjninI1IIjiI IIII�tUI�Id 1!h1IjI 11II�uinIII�iI11 '- -----------------------BATH -------- --BATH no closet Existing Configuration. L 'IIII J — no closet sink New cabinetry. ew countertops/backsp sh.CC it 'III] CC New Appliances. IIII III = .•• ct HALL ref ref HAL UP UP LIVING ROOM LIVING ROOM it BEDROOM1 BEDROOM1 ------ DINING ROOM ------ V nnHII�IaIIaII�Ii nniIIIiII DINING ROOM --------- I --------- � NM 1S1i/n4k1"1/2" IIIIIIIIII 1 1/2" �IIIIIIIIIIIIIIII� SFIERCSOT N1FeDLa1/rO4Fn1"LO 1OR/22O""R IIII II 1s"•1/2" 11/41"1�/2z�"• IIII e� II a1",1/22"" 1 1/2z"• IIIIIIIIIIIIII IIIIIIIIIIIIII — — — H H Proposed First Floor Plan _ t/t II ��OQ����OANIE�SC�yoi� ct ••r First Floor Demo Plan 2 SCALE: 1/4" 1 -0" SCALE: 1/4" 1 -0" 2ND FLOOR MASTER SHARED BATH BATH Tub/Shower Tub/Shower 2" w.c.w.c KITCHEN 1ST FLOOR BATH Khe Bath Lev Hot Water 11/4" O Heater I o o > Tub/Shower J L��//•� "~.Hrr�A 1 112" lci CnAI C/ 0a UP zZ othes TO SEPTIC 2" i Washing ERED ARMachinePro Proposed First Floor Plan Electrical Plan oil T SCALE SCALE: 1/4" 1 - 0 �Oi=NE�� U o 4'-5" 9'-4" 4'-5" 0" 2'-10" 2'-10" 1'-10" U TO y I 1 17'-5" ' N M _i '_ M O v PRIMARY BEDROOM 0 Wood Floor N Cd rn rn � N N o y tV cO GENERAL NOTE: REMOVE ALL 2nd FLR EXISTING WINDOWS !'�'•! AND REPLACE PER WINDOW SCHEDULE. EXISTING ^ 3 OPENINGS SHOULD BE MEASURED AND FINALIZED BY 2'9" 2'9" 1'-4T14" WINDOW SUPPLIER. " - � I I 0? I 4'42 3 3-41M 3z" 3- 1z• sa ---------------------------------------------- I N J, ---------------------------------------------- - 1 I w line I 4_,/2' linen 204 I I _ DEMO WALLS AND BATH FIXTURES. - --- PROVIDETEMPORARY SHORING IF iT---=-_, i i 1n o I Primaryi a NEEDED DURING DEMO. I I i I I I o i N N Closet I I ► co recessed additional storage _ !----------; Shared 2 3 I i a) in r----------------- i i i i Open Shelving "' Bath AHU ---------------- I I I I v Above) Heated Flo L-------—----- --------- ---------- — i > iI I rII'I liII -------------------------- L-------------- -----_�II_iIII .� co ��Y • IItI rNIJ1 Ii1IiI � 9' 112' E4 2nd FLR 0 - 3/a" "16 207 Tile Heated Flo" PRIMARY B 1101 BATH 11 5 N LAUNDRY LAUNDRY BEDROOM 3 BEDROOM 3 reed med.cabs 2'-6" 3' 4o'-l 3�" 0 1�'-6" STAIR STAIR Attic 17 HALL HALL 'AccessiL, Il i I UPSTAIRS UPSTAIRS ------- OFFICE - ------- Q , OFFICE nI - -- - -- 13'-31/2' - -- --- --- 11'-71/2" O w 01� NewDrwr ' NewDrwr Built-in- ------ Built-in — E E O U 4� 1 Second Floor Demo Plan 2 Proposed Second Floor Plan A1.2 SCALE: 1/4" = 1'-0" A1.2 SCALE: 1/4" = 1'-0" I DOOR AND FRAME SCHEDULE ID Frame Size HARDWARE Rough Op'g Manufacturer Model# Type Mat'I Glazing NOTES 1 6'-0" 6-10" Marvin Replacement SGD Alum/Wood \\ \ I 203 2'-8" 6'-8" Interior 4 panel Wood none Or match style of existing Interior doors 204 2'-8" 6-8" Cased Op'g none 205 2'-4" 6'-8" Cased Op'g none 206 2'-0" 6'-8" Cased Op'g none I / \\ 207 2'-4" 6'-8" Pocket 4 panel Wood none Or match style of existing interior doors I j ice/ I WINDOW SCHEDULE Frame Size Bottom of Q� � ID # Width Height HeaderASF Rough Op'g Manf Model # Type Glass Mat'I Color Ext Color Int NOTESdb — / i • rl A 1 1'-8" 3'-3 1/8" Match Existing 1'-9"x3'-3 5/8" Marvin UCA 2040 Casement Dbl Pane/Low E Alum/Wood White Primed 6 lite I I !:j b B 4 2'-6" 3'-7 1/8" 6'-9 3/4" 2'-7"x3'-7 5/8" Marvin UCA 3044 E Casement Dbl Pane/Low E Alum/Wood White Primed 12 lite j �j •O C 3 2'-5 1/4" 4'-7 1/2" 6'-9 3/4" 2'-6 1/41lx4'-8" Marvin UDHG2 2424 Dbl Hung Dbl Pane/Low E Alum/Wood White Primed 6 over 6 D 2 2'-1 1/4" 3'-11 1/2" Match D1 2'-2 1/4"x4'-0" Marvin UDHG2 2020 Dbl Hung Dbl Pane/Low E Alum/Wood White Primed 6 over 6 D1 1 2'-1 1/4" 3'-11 1/2" Replacement 2'-2 1/4"x4'-0" Marvin UDHG2 2020 Dbl Hung Dbl Pane/Low E Alum/Wood White Primed Replacement-Confirm Dims on Site Ge E 3 2'-1 1/4" 3'-11 1/2" Replacement 2'-2 1/4"x4'-0" Marvin UDHG2 2020 Dbl Hung Dbl Pane/Low E Alum/Wood White Primed Replacement-Confirm Dims on Site / ---- I I • ! O H 12 2'-11 1/4" 1 5'-3 1/2" Replacement 3'-1/4"x5'-4" Marvin UDHG2 3028 E1 Dbl Hung Dbl Pane/Low E Alum/Wood White Primed Replacement-Confirm Dims on Site \� i � CIA ---_,\` / � J 1 3'-9 1/4" 4'-3 1/2" Replacement 3'-10 1/4"x4'-4" Marvin UDHG2 4022 Dbl Hung Dbl Pane/Low E Alum/Wood White Primed Replacement-Confirm Dims on Site I \ 9 \ II 1 I I I Ali I I EFtED ARC �O��QpANIE�S��T�� 5 Electrical Plan A1.2 SCALE: 1/4" = 1'-0" s c OF NE�� U o H � a� 1 is; .Ir tIJ 4 � ;r•i}i,�a i, { �� p it cl T 1 h y JA -- T __ LTr - _ _ T T_ -_i_ i TL ! �T _r : i.. i T T_ T r ti T-i - - - f T-T-r�T1-T _ T .-- - l r � I 1 I _ � I, r T- C 1 T i�,TT i1 C 1L7 -rL-�T! 1=TI , T i --1 i ITT -r T I rl � I - 1 - - - I -L_T TT -1 -T T r ZIT �T._T-T�-i-1- T T f 7 T -,-TT_T- T T TT ? _ i 1 r_ r TTT-T- i I r T -T r - 1 1 T �-r Tt l r-1 i T, _--I -r r T - f i - - - - - - -' - ! i -T T TTTT(T�_I iT -T Tom, i �_ - -1-r r T T 1 T � i TTT Jl T TT -- T _ -= ,-' = - - -- ----- - - - -, - _ T T= -T r r - -T T_T - - - ---- -- - - - - - - - - - - T_-1T�T i- I- T �. 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O I I I I I --I --_1 L.__L � 1�- ___'� ! - � T-� _L_.---- -- 1 - - -- i I I I I_.� I I I - - - - -- ;� r - - -1 - -4 i-�hT-.T -1-r 1 -L-:-t _I 1 -L 1Tl_T T .. 1 - -! - _: 1 T - ja- -! -- ! -r -1( 111 =J=-- L -I- --iJ L- L- I -I 1_L -- - - -- _ I-1 - -- - - �rI !J '. - I r- -I 1 - 1- I I - l -- -' ' - -1 - - I ' L -' -1 1--1 1T1,-i-1 I - -._. - .- I_i _ ' , I ! ! i 1 s--} - --' C I - T�iTi-, T 1 _{ J .� ! T.__ _1 1 r L._ - ---1-L.._ L _! .L _ J_. 11 !_ 1 -I I _ : .1 _1__l._1 __._.i___ l �_ 1__Ll___L__1_1 ____L_ i-L.1--__L_!_1 I 1 ___f.-- _1---!1._i-1...'_--1 --1.-.!-L._ - ! 1_ . 1-_ ! 1 J -L-- � T 1- - -1-'- -- L-- -- 1 ExistingRoof Plan 2 Proposed Roof Plan A1.3 SCALE: 1/4" = V-0" A1.3 SCALE: 1/4" = V-0" U o o rA • � o rA �VFtE.D ARC y� on �r TFOF NEw�O W Thin Slate Roofing to -Match Existing. Install 3 4 per Manufacturers Specs A2.2 A2.2 24.041 24.04' ....... F---T .41 , ! - - ---TT-- T - - - - - - - - - - - - - - - _I-T 1 --j I 1 -1 Existing§d I I"g I 1 -1 �EtT -- t I g Ridge T J -T- I I LTL"1i-7 Ac Addition Ridge -4 - -- -- T -1 1 j - I I-7F L -EIT--I 1,1- 4 1. ��LJ L i -77�-7'T-L--T -1 �, L117-T =:�T-TI;= 'T r F j .1 d f E�'-, F I _7 -,,r T-1-f--T, il-i- T-- I L FTI I T -T 12 7 7 i T 77 L -T -T IT-E, OL 18.85' -FT,1,F I' T r Plate Height Plate Height ;A -71 T1 -4- F-7I. L i 77 T- --j CIS Tl I-A IjI �1 T' B T LB Flush Joint T&G Boards + - -D 7 1 x 8,painted I J I I I i $3 - T F T -1 -r'-F-u'-I I I L IL I -L TT I I - ---7- jt Cd T I-,- I LT I'A -1--j- L I E, r. 2r T - -- L_ I --T T F L11� om _ -T L L -T T- ti Solid Gold Trim,Painted 7 -f -L.��.7 I7. 7`L i.ZCLi7"-ITLLr7_T- :_7 _I-- 1 1 T- I I ............ -7 10.77 10.77' T 7 -- - -------- T--j T-T--T T F, -F T11, LA Llj A -L I -------- ----- -T I F 1-1 L--LT IT 11 7 -T F -L--17 1 1 it T--,-! ------- LTT J- I- T i-,�-Li L 1' T- T L TT1 it Solid Gold Trim,Painted r7l I L 11-1-T- IT S L FIEF] J-- t I I I LZ -L- 1 -11 --1 T -I IL LT -F 11-[T --Fr =r 1 1 F111 I-T F T J T Clapboard,painted F- T�L 7 T ill I I I T -r - - P 4� - - T T-L4 -T I --j-,�1 L 1 11 11-3 SILT 7 7 T -T-LETr I -T- ir i�L Ll 17 j L • T I- T--T- LLr 1 F -1 T -T T-]-T TFT T F 7 7 T--1 7F 7 T 4-L T- 0.00,/ik ---------- 7 T, T --T,-T First Floor First Floor -7 T -T Trr - J < N ri North r2 West SCALE: 1/4" V-0" SCALE: 1/4" V-0" 4-1 Thin Slate Roofing to Match Existing. Install per Manufacturers Specs 24.04, Og Ridge C) -11-ij --I Addition Ridge -Tll�, --T, T1 ExistingRoof Line J f - 'l-L�-:�,,q� t I I I, l i T7---, . T� I 4, L I` E -F _7 1 -1 J4r- F nii�,-- -L-I lj�J I-il--L 1 1 1 j,!i 12 ------ ,gK 18.85 lfj 77 Plate Height L I-L T -Outline of Addition T on Back of House 17T Flush Joint T&G Boards 7B LB — I, �� 0, L 1 x 8,painted E T- T 1 T #Yl T-f T-- .77 AFL] Solid Gold Trim,Painted IT 1L ll- 1�i j-]-TY-"-L T- i F-I 10.77- ---------- Top of Subfloor -------------- i L TLT ----------- -IFT# UL -1-T L ILI iLLL11I1L11L -1 i f FF1[ I- Solid Gold Trim,Painted— 1-1-T 1 L TLT -LT L 1 Clapboard,painted IS r. 171--L 11 1 r -j - - T-1 I L LT T� L T- i it 7 T I T 7 F -T T T-F 7- T -1rrr T-1 0.00, - L it I T- 7, L-1 L First Floor T T- T' T 7 1 1 j 1 1 L si I -Tt T-1 -1-F i I I I -i t I -L I L I-T-1-F F-L T-L I-F--T�a 1rr 1-1 F-T -T -L -T U NO CHANGE TO FRONT EAST ELEVATION cd South 4� East r3 10-011 1 1 SCALE: 1/4" SCALE: 1/411 -011 0 y y. r "s r i�-� cV w V, FCF All Mwl 1-'T T I I L El' U Existing Rafters F-1 a�i Thin Slate Roofing Header +� over Self-Draining Rainscreen Mat 0 over Weather Resistant Barrier or Per Manf Specification over 5/8"Plywood Sheathing Thin Slate Roofing See Mach Check for Insulation Value Metal Drip Edge over Self-Draining Rainscreen Mat over Weather Resistant Barrier Painted Crown and 1 x_Fascia, or Per Manf Specification r painted Zip Sheathing over 5/8" lywood Sheathing See Mach PCheck for Insulation Value 0 .c F, Painted Crown and 1 x_Fascia, C painted See Structural Drawings fn MM� W E*0 6"Clapboard w/4 1/2"exp. Thin Slate Roofing Thin Slate Roofing Zip Sheathing over Wind Membrane See Structural Drawings over Self-Draining Rainscreen Mat over Self-Draining Rainscreen Mat F-�•i a� over Plywood Sheathing over Weather Resistant Barrier over Weather Resistant Barrier Marvin Ultimate Double Hung Cd or Per Manf Specification or Per Manf Specification over 5/8"Plywood Sheathing over 5/8"Plywood Sheathing 3 See Mach Check for Insulation Value See Mach Check for Insulation Value Thin Slate Roofing over Self-Draining Rainscreen Mat Icynene Expanding Spray Foam 6 Section /Detail Bedroom 3 Expanded Dormer over Weather Resistant Barrier_ or Per Manf Specification Insulation,Min R48 Value - A2•2 _ Painted Crown and 1 x Fascia, SCALE: 3/4" - 1'-0" over 5/8"Plywood Sheathing �, j painted 23.055 See Mech Check for Insulation Value Z; Addition Ridge 12 12 Metal Drip Edge Painted Crown and 1 x_Fascia, 6 Q 6 in painted Painted Crown and 1 x_Fascia, painted j '- 1 x 4 terior Casing 1 x_Soffit,painted I I I 1r4" I I I I 5/4 x_Frieze,painted i i 17.60' I Dormer Plate Height Marvin Ultimata Double Hung 1 I I I I Marvin Ultimate Double Hung 11 Icynene Expanding Spray Foam i O I 1 Insulation,Min R48 Value I I I ? I I I 10.77' I j Top of Subfloor T w • I � I i �1 I I I '2 1/4"Historic Sill w/Reglet I al - a I Icynene Expanding Spray Foam I — Insulation,Min R30 Value ----- I Flush Joint T&G Boards 1 x 8,painted I 6/4 x 3 Apron --- I ---- c 1 x Panel s- O C14 N Lp ------ I ----- V 6/4 x 3 Bottom Rail M 8• 311" 5/4 x_Frieze&Architrave, 8" 31 514 x_Frieze&Architrave, I I V l ---- I - I 5 5/4 x 3 1 x 6 Interior Baseboard 11 v2" painted 11172" paintedI t il 5/4 x 4 Frame First Floor O 1 x 8 T&G V Groove Down to 1114" 1/2" "-4112" .�----------- 1-9114, Icynene Expanding Spray Foam —Icynene Expanding Spray Foam Insulation,Min R48 Value Insulation,Min R48 Value Top Plate 6"Clapboard w/4 1/2"exp. Top ate Pl ^ l Vr/ over Wind Membrane LVL Header,See Structural LVL Header,See Structural T^ over Plywood Sheathing = __ - - --= Plans ""- - - - `-- Plans 1 Longitudinal Section V 1 6"Clapboard w/4 1/2"exp. 6"Clapboard w/4 1/2"exp. A2'2 SCALE: 1/4" = 1'-0" —over Wind Membrane over Wind Membrane wJ over Plywood Sheathing _-_— _ - - over Plywood Sheathing Arched Cased Opening Arched Cased Opening Arched Cased Opening 1 x 8 T&G or Nickel Joint 1 x 8 T&G or Nickel Joint 1 x 8 T&G or Nickel Joint 24.04' Screen Porch Wall Finish Screen Porch Wall Finish Screen Porch Wall Finish EX �T3i��g Ridge r------------- Addition Ridge I I Aluminum Fraime Screen System Aluminum Frame Screen System Aluminum Frame Screen System I i 1"x 4 1/2"Casings 1"x 4 1/2"Casings OL 18.60' I Plate Height I I I MASTER __ _--- - ----- I BATH I MASTER _._-_-___-__ I BEDROOM -=- =- s I i VESTIBULE BEDROOM 2 o —__--- log I - I I =_ - _- 10.7T � Top IN 71 of Subfloor I j77 Flush Joint T&G Boards i -- I -- • r••i 1.4 7d 1 x 8,painted) i OFFICE ^O BEDROOM 1 Existing Deck Flooring Existing Deck Flooring Existing Deck Flooring i -- - N SCREENED -- FTT - --_ I PORCH Aluminum Frame Screen System —Aluminum Frame Screen System —Aluminum Frame Screen System j — - • r..q O .fir OL 0.00' I — IpillV First Floor I { „ Existing Deck Framing Existing Deck Framing Existing Deck Framing g g g g I I I I Existing Continuous Foundation and Footing I I ED A& I i O�`�OpANIEL S /T� -------------j n 2 Longitudinal Section s A2.2 SCALE: 1/4" = 1'-0" d' 0 5 Wall Section at Master Bay Window 4 Typical Wall Section@ Dormer 3 Typical Wall Section rF0F NI�N�C3 A2.2 SCALE: 3/4" =: 1'-0" A2'2 SCALE: 3/4" = 1'-0" A2.2 SCALE: 3/4" = 1'-0" U o a� Gypsum Board w/ U c, Skim Coat V� O � O Gypsum Board w/ Gypsum Board w/ c = Skim Coat Skim CoatCd m ` 3 Gypsum Board wl Gypsum Board w/ ti Skim Coat 41"2' Skim Coat ` j m � I 0 0 H t II ',I � II MII � �I � � ii 6IIaIw4 � lllllll I '' gII � . u � � � � I � � i `I� � la III' i I �1 � j �iI, NIII! I I i � � I Recessed Panels II s + I ri—N Guest Bath 2 Master Bed 3 Master Bed A3.1 SCALE: 1/2" = 1'-0" A3.1 SCALE: 1/2" = 1'-0" A3.1 SCALE: 1/2" = 1'-0" Gypsum Board w/ Skim Coat O ct III Gypsum Board w/ I Skim Coat i j N Gypsum Board w/ Gypsum Board w/ j Skim Coat Skim Coat O Open m! 'I to Headboard Master r� wall i Hall I I � I I i I ' f I i 4 Master Bed 5 Master Bed A3.1 SCALE: 1/2" = 1'-0" A3.1 SCALE: 1/2" = 1'-0" U N V) I F\ 1 41 \ 1 a� 'le ho er er V urro n 0 00 00 0 pp,E a I l . : 6 Master Bath 7 Master Bath 8 Master Bath 9 Master Bath o A3.1 A3.1 " V-0„= A3.1 SCALE: 1/2" = 1'-0" A3.1 SCALE: 1/2" = 1'-0" �OFNE�N't SCALE: 1/2" = 1'-0" SCALE. 1/2 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 N N .. DeStefano 5 5 S2 s2 (2)91/2" LVL (3) 2xG post down to (3) 2x6 post down to o Chamberlain foundation wall below foundation wall below _(2) 11 7/8" LVL (3) 11 7/8" LVk Structural .....,:.�..,.. ,. .._.. n. a .. . =2x10 x10- @ 16"o.c.- _@ 16"o.c. and Architectural Engineering 0 0 ■ ' M I I M 50 Thorpe Street,Fairfield,CT 06824-5725 � J J 203 254-7131 www.dcstructural.com Q „ o ; 2x10 C 16"o.c. i 2x10 C 16"o.c. J 3 3 N N 52 r @J r S2 a Ownership and conditions of use: Drawings and Specifications, as instruments of �ry (y J professional service are and shall remain the property of iF, 1 J a DeStefano Chamberlain. Documents are not to be _ used, in whole or in part, for other projects or purposes S2 n 52 4 ( I A '� I L or by any other parties than those authorized by L � 6 52 contract without the specific written authorization of 2) 91/2" LVL i I — — ry DeStefano Chamberlain. — r _ — _ — Copyright 2022 DeStefano Chamberlain, Inc. -[ — @J II - _ _ x _ _ L Notify engineer I I j 111 (2) 51/2" LVL u \ 2x8 @ 1KO"o.c. I I[F of header size �4 I a 2x10 @ 16"o.c. ,2x10 LED16"o.c.- - KLl `� � I I I Notify engineer K LF I of header size _X II 0 - 11 7/81, LV 3 (3) 11 7/8" LVL F1 II II I - - - ' 6 F1 r - - -� Ii I I I II I I i II � � I � I -- �L _ � ' _ _ - —� II @ ° cvv _ _ I III � I II - - E: - I II I II W II 2 J - - - - - - - - - Notify engineer I ri of header size n II II L_J I II II ll II I II II II II I � I � II II H II II II H LJ_ _ II II _ _ _ _ — II I iJ I G LJ u u G SECOND FLOOR FRAr- IING PLAN ROOF FRAr- IING PLAN Revisions/Submission: 1/4" - 1'-O" Date Description F F GENERAL ROUGH CARPENTRY All details shall be considered typical and shall apply at all same and similar conditions. Framing lumber shall be Douglas Fir #2 or Spruce Pine Fir #1/#2 or better. The Contractor shall field measure and verify all dimensions of the existing building and all dimensions related thereto. All framing lumber and plywood shall be clearly marked with a grade stamp. Plywood shall be APA rated sheathing. The Contractor shall be responsible for all temporary shoring and bracing required to maintain the structural stability of Typical wall header over window and door openings, where not noted in plan, shall be (2) 1 3/4'x9 1/2" LVL's. the building during construction. E ' Provide blocking, web stiffeners, rim boards, squash blocks, and bridging in accordance with !Level standard details, and E All work shall be in accordance with the 2016 New York State Building Code, which includes the 2018 International os shown on the drawings. Building Code. 202.0 Hof Neh, Notching in the top and bottom of rafters and beams shall not be permitted. Holes shall not be within 2' of the top or q�pc�g°EST�r°� The Contractor shall be solely responsible for construction site safety as well as the means and methods of bottom of the member, shall not exceed 1/3 the depth, and shall be located within the middle 1/3 of the span. a 9G construction. La 2 Provide joist hangers at all flush framing conditions. ��" °.o592g' DE ICON LOADS Provide Simpson seismic and hurricane tie at all bearing points of rafters, ridge beams, hips, valleys, anc overhang rafter North framing, as indicated on the plans. Where no hurricane tie is specified, provide one i at each bearing point, applied to D The structure and foundations have been designed to resist the following loads in accordance with Chapter same side of studs as plywood wall sheathing. D 16 of the 2015 International Building Code as amended by the 291$.New York State Building Code, and ASGE Standard 7-16. 26 26 All light-gage Simpson connectors (such as joist hangers, beam hangers, post caps, post bases, hurricane clips, etc.) shall be Zmax coated where exposed to weather or in contact with ACQ pressure treated lumber. Floor live load: Simpson Strong-Tie connectors are specified herein. Substitutions of other equivalent products will be considered on a C U RT1 S RESIDENCE 30 PSF Sleeping areas case-by-case basis, provided equal load-carrying capacity is provided and there is no additional cost. 40 P5F All other areas Thru-bolts, carriage bolts, and lag screws shall be hot-dipped galvanized type ASTM A307, including their associated C Snow load: nuts and washers. G 220 Reservoir Road Ground snow load P9 = 30 PSF Expansion bolts and epoxied bolts shall be stainless steel, including their associated nuts and washers. Fishers Island - NY Exposure factor C. = 1.0 Importance factor I = 1.0 Provide oversize washer at all sill plate anchor rods., Simpson BPS 5/8-3 bearing plate (3"x 3 Go. x 3" plate w/ Flat roof snow load Pf= 0.7xCexGtxlxPg = 21 PSF slotted hole) or equal.Anchor rods shall be 5/8"o galvanized A36 rod with 8" embedment�t 2" hook, spaced 32" o.c. Finished floor SECOND FLOOD AND unless noted. Wind design criteria: 3/4'AdvanTech ROOF FZAI 11 N G PLAN G.G. shall coordinate layout of framing members such as rafters,joists, and studs with locations of light fixtures, B Basic wind speed- Vasd =93 MPH; V„i=120 MPH recessed electrical devices, HVAC ducts, diffusers, ceiling treatments, paneling, millwork etc. with the responsible trade _ — - _ — _ _ B Exposure classification - and the architect. Project Number: Date: Risk Category II, enclosed building Provide full blocking of 32" o.c. below all partitions parallel with joist span, unless shown otherwise. 23-2021 G/l/23 Lateral load system: � Scale: Drawing number: At all exterior walls, and where plywood shear walls are indicated, minimum nailing required shall be 8d nails spaced 0" o.c. 2x10 As indicated Light-frame (wood) walls sheathed with wood structural panels rated for shear resistance along all panel edges, and 12" o.c. in panel feld, unless otherwise shown on the drawings. Provide 2x4 blocking between studs to support all plywood panel joints perpendicular to studs. TYPI GAL FLOOR GO N STZU GTI O N DETAIL Designed by: JBD/KAF A Provide blocking as required for attachment of architectural trim, including but not limited to eaves, roof sweeps, and all 3/4" = 1'-0" A roof edge details. Drawn by. KAF Inspections shall be made of all structural framing at completion and at the end of mechanical rough ins prior to installation Checked by. of insulation. Under no condition shall finishes be installed prior to final inspection. 0' 2' 4' 8' 16 JBD 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 1 2 3 4 5 ro 7 8 9 10 11 12 13 14 15 5/8" Zip sheathing N N DeStefano & 5/8"Zip 5/8" Zip Simpson 1 50 clip sheathing sheathing 2 11 7/8" LVL Chamberlain 5/8" Zip \`�'� 2x10 rafter sheathing (2) 01/2" LVL (2) .9 1/2" LVL 4, Existing .... 5/8" Zip sheathing w _-_n �� � rafters Simpson L50 clip Simpson L50 clip Structural and Architectural Engineering ❑� Q M 50 Thorpe Street,Fairfield,CT 06824-5775 F �' M 11 7/8" LVL (2) 71/4" LVL P 203 254-7131 www.dcstructural.com Q „ 1/2" Zip sheathing 2x10 rafter 2x10 rafter Stud wall w/ 2x8 rafter Ownership and conditions 2xro at fro"o.c. Drawl gs Lind Speciflcatlonos, as instruments of f use: 5/8 Zip professional service are and shall remain the property of Stud wall beyond (2) 51/2" LVL 1 SECTION (2),91/2" LVL sheathing \ 3/4" GDX DeStefano $Chamberlain. Documents are not to be I ood BS used, In whole or In part, for other projects or purposes 52 3/4" = 1'-D" p L or by any other parties than those authorized by L contract without the speciflc written authorization of DeStefano �Chamberlain. Copyright 2022 DeStefano Chamberlain, Inc. Stud wall beyond 6 s2 s2 New 2x12 cleat 5/8" Zip sheathing K roxro post from K floor deck to rafters 3/4"AdvanTech I 5/8" Zip sheathing Simpson H2A clip Existing New 2x10 rafters rafter Stud wall w/ Stud wall w/ Stud wall 2x6 at l ro"o.o.c. J 2x6 at 10"o.c. 2x(3 at l ro"o.c. (2)9 1/2" LVL J New 2x6 2x12 3/L"AdvanTech 3/4"AdvanTech 2x10 joists 3/4"AdvanTech New (3)11 7/8" LVL New 2x8 joist 2x4 ledger 2xro ledger 2 SECTION 1/2"Zip sheathing ^ , 52 3/4" = l'-O" H 2x11D joists 2x1O joists H �— 2x10 rimboard 2x10 joists 1/2" Zip sheathing 1/2" Zip sheathing 3 SECTION 5 SECTION (3) 11 7/8" LVL 52 3/4" = l'-O" S2 3/4" = l'-O" 4 SECTION S2 3/4" = l'-O" G � G a a� c\ Hole zone 2x diameter of the Revisions/Submisslon: largest hole (minimum) 1/2" sheathing r— — — — — — — --I Date Description — — — — — — —O 3/4" GDX plywood F F 1/3 span Allowable hole zone 1/3 span middle 1/3 span \ roxro post 6 SECTION 2' - 5 1/2" Stud wall w/ 52 3/4" = l'-O" 2xro at 10"o.c. 2" 2 5/8" Notes: 2�_ Allowable hole zone suitable for uniformly 5 loaded headers and beams only. 12 1 1 (V E Round holes only �— 3 No holes in cantilevers A' , 1 = �P��a�ESwr�� • Maximum round hole Is 2", unless coordinated y with engineer � 1/2"m carriage bolts iV .,, ss► �'�~ ALLOWABLE HODS - HE/ADER5 AND F1�1"ZING _ N � D 3/4" = 1'-O" , i (2)11 7/8" LVL w/ D 1/2"x 11"flitch plate Of N 2" (2) 2x8 w/1/2" x 7' 2 flitch plate 74 Flitch plate CURTIS RESIDENCE 2xG stud wall 9' - 1 197/256" 9' - 2' G 7 Subi1oor I� 7 SECTION G 220 Reservoir Road / Simpson G520 strapping fully Fishers Island - NY� 2x studs at 52 3/4" = 1'-O" / nailed w/8d nails onto stud. I I Plywood sheathing Flush beam SECTIONS AND Single strap 48"o.c., double 16°c I Flush beam strap at jamb studs $ corners. I j I ; II I II I DETAILS d j Plywoo %�oint / , ;�"� Protect Number: Date: 23-2021 6/1/23 � 2x4 blocking Match # of plies Scale: Drawing number: 1 stud as trimmer Dropped beam each side - of beam 3/4" = 1'-O" I (Match # of plies Dropped beam Designed by: �I� Shim as req'd of beam 3-studs 1 stud as JBD/KAF A BUILD-UP POST DETAIL trimmer 2 ja ksu p to 8'--O" span A Drawn by 52 G,TYPIAL EXTEIRIOIR WALL STEPPING DETAIL TYP1C/�L SHF.�12 WALL BLOCKING 3/4" = 1'-O" 3jacks for all other spans KAF unless noted otherwise Checked by. 3/4" = 1'-O" JBD 1 2 3 4 1 6 7 8 9 10 11 12 13 14 15