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1000-98.-4-23
OFFICE LOCATION: ti0��o� SU(/jy010 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � � �pQ Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 �yc4UNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, LWRP Coordinator Date February 16, 2018 Re: LWRP Coastal Consistency Review for ZBA File Ref ELIZABETH BRANCH AND DAVID BRANCH #7144 SCTM# 1000-98-4-23 ELIZABETH BRANCH AND DAVID BRANCH #7144— Request for a Variance from Article XXIII, Section 280-123A and the Building Inspector's October 25, 2017, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing accessory guest cottage; at; 1) the accessory guest cottage is not a permitted accessory use, at: 5160 Indian Neck Lane (Adj. to Hog Neck Bay, Little Peconic Bay), Peconic, NY. SCTM#1000-98-4-23 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 action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is considered: 1. A small portion of the cottage and drywell are located in FEMA Flood designation 0.2 percent chance of flood hazard or "500-year flood", which means a flood has a 0.2 percent chance (or 1 in 500 chance) of occurring in a given year (USGS). Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney BOARD MEMBERS (/ Southold Town Hall Leslie Kanes Weisman,Chairperson ®�®F $® �y®0® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • O� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��'c®UN.N9��v Southold,NY 11971 http://southoldtownny.gov _ ZONING BOARD OF APPEALS D ECEHE TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 N 0 V 3 0 2017 9 Southold Town i November 30, 2017 Planning Board Mark Terry, Principal Planner 01-1 Z LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. # 7144 BRANCH, David &Elizabeth Dear Mark: We have received an application for additions and alterations to an existing accessory guest cottage. A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairpe on c �^i V �� By: �/ UNE '?1 6A je Q' t•1�`O\ SEE SEC NO 086 SEE SEC NO.D86 I t�P MArCH�UNE H —J g 1s�1 Nary c\ 176'. MATCH �Z UNE —— 12 t�Pl K, C 1 3A(c) -ZC 'z L o try tm¢ cstmc�Ab gs�o� eyyo moo 0s� 0 � �o Z� •16 0� 4b O� �O MATCH uNE .�ZD oq ZD 14 9A a.,s9 b ta. . �S, vc ta,F q���i. 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I I- - :, - -, - - --z-�-- ,-,"-,-,�s," ,.,,.�-- ---,r-,-" ,4",-;" ,,,!,, --, . -�-,?--- � , � �,: - - --- -� , -- " - -, .. - --"' �7 ,, - -�, � ,z-,.-�,,%, - ,-, --,- , - - ,- -,., -,- " --- -- -- ,: -�- � - ---- - , - 11 - , , . -, - - ,- ,--1 I - , , , - , . , -, ,,- ,- I ,- ,,- , ,- - , - I I - -, I -- - - - �, - . � , -, ," , �.- ,,, - , � :. - ,. ,�" � .I- , " ,X.I I -,- .- �"',_-, I- ,- 1. -,"(,. BRETT D. KEHL AND JOHN A. BERTANI -as agents for ELIZABETH BRANCH AND DAVID BRANCH 1380 OAKWOOD DRIVE SOUTHOLD, NY 11971 631-433-9084 (Mr. Kehl) 631-765-3916 fax October 31, 2017 VIA CERTIFIED MAIL-RETURN RECEIPT Bryan Odhner, as Trustee P.O. Box 169 Brynathyn, PA 11909 1000-098.00-04.00-024.000 Dear Neighbor(s): This is to inform you that my clients,Elizabeth Branch and David Branch,the owners of the home i at 5160 Indian-Neck Lane, Peconic, NY have applied to the Town of Southold Zoning Board of Appeals to request a variance to enclose a covered porch on an existing accessory guest cottage located on their four plus acre property, remove roof system and replace roof system not to exceed 18 ft. in height, remove decks on east and west sides of said guest cottage. The existing accessory guest;cottage has•been in use on the property for more than the 45 plus years that the Branch Family has owned the property and precedes their ownership. The modifications to the accessary guest cottage are requested to make the guest cottage more handicap accessible for the.homeowner, David Branch as his disability increases. Mr. Branch has i -been diagnosed with front temporal lobe dementia and Parkinson's disease. The relief request is for the following: 1. Extend the interior of the accessory guest cottage by approximately 133 square feet, to the end of the roof line, which is the covered portion of the present front porch. The present open portion of,the front porch would be removed. The proposed 133 square feet already exists and as does the building and its use,so there'Would be no increased impact on neighbors. 2. Enclosing the covered porch on the accessory cottage which will result in the expansion of the guest cottage to the interior of the property so there will be no increased impact on the neighbors as both the building and use already exist. 2. Removing the roof system and replacing the roof system not to exceed'18' in height. The re= -framing of the roof will allow for new doors and windows to be installed with proper headroom as per Southold Town Building Code. 3. Removal of the east(front) and west(rear) decks. Removal of the rear deck will not increase the existing side yard setback nonconformity and will actually reduce it with the permanent removal of the rear deck. The side yard setback will be decreased in non-conformity by 5.5 feet to a total of feet. If approved, the property owners would be willing to limit the use going forward to family members only. A,Public Hearing has been scheduled for Please see the attached copy of the Notice of Public Hearing as well as the survey/site plan, submitted to the Zoning Board of Appeals in support of the application, providing further information. If you have any questions in advance of the hearing, please feel free to contact Mr Kehl directly at 631-433-9064. Sincerely, Brett D. Kew--7--" e J n A. Bertani Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD-TOWN BOARD OF APPEIALS AREA VARIANCE _ SCTM�'00 -Seetion Blmcl� at(s) =- Size / ; I(WE)APPE WRITTEN DETERIMNATION OF THE BUILDING INSPECTOR DATED 10 125-111 BASED ON SURVEY/SITE PLAN DATED PAA Owner(s): FL1 Z.AEAZI)k .IPZXQ C.$4 1001 th, O�SqO Mailing Address L�MaA3 L1 ►, ; P Email• l°� y�CiAl� 'Telephone: 2.0'5446 2731 Fax:' brai�_W� or, tNE e•l NOTE:In addition to the above,please complete below if application is signed by applicant'§attorney,agent,, architect,builder,contract vendee,etc.and na a of personk who agent represents: Name of Representative: r Y elxt-- '" for( ) Owner OK)Other: rf - ' i 1.380 .-o��.rep� DR��-� So v�s+1o►.�. � -J.dY ,1 iR'a 1 •; . F Address: Vo5 �"ASi�i rl ��z �o�ti oc.® Add( !IgP1 - (031- o7(�a'-tS'9�d �. �caiJ� � C�To.tt-tt.�t�z.��T, • Telephone.631-q3!�-CtO'i4 Fax: Email: S_%60 bSe9@_®aroVJ(_1jQa,NE 1 Please check to specify who you wish correspondence to be mailed to,from the above names. ( ),Applieant/Owner(s),". 04 Authorized Representative, O Other Name/Address below: -DATED and DENIED AN APPLICATION DATED Io t j r • FOR: ; 00 Building Permit ( )'Certificate of Occupancy ( ).Pre-Certificate of Occupancy O Chainge of Use. ( )Permit for As-Built Construction, ( } Other: _ Provision of the Zoning Ordinance Appealed. (Indicate Article„Section,Subsection of Zoning Ordinance by number .Do not quote the code.) _ a } Article: Section: Z180 =12. Subsection: A ; Type of Appeal.'A n Appeal is Made for: N A Variance to the Zoning Code or Zoniing Map: O A,Vari nee due to lack of access required by New Stork Town Law *ction 280=A. O Interpr tatiopn of the Town,Code,-Article Section f Reversal or Other' A prior appeal ] as, ( )has not been,made at any time with respect to this property, ' UNDER Appeal No(s). (0 Ll S9 Year(s). ?_O I (Please be'sure to research before completing this question or call our officefor assistance) Name of Owner: ZBA File# q it -70 1 co l'7T4-P a) r Name of Owner: ZBA File# REASONS FOR APPEAL, (Please be specific, additional sheets may be used with preparer's" signature notarised): I..An undesirable change will not be produced in the CHARACTER of the neighbor or ad to nearb ` properties if granted,because: `T'ti% _VP_q%.01( N-Ns k4A4 -'CMts f�ctF.�soP��4a� ,co IN use flop_ -= --- �P�t�a►�.: 'a-; �,-;�, —4�n� --r l s .s� _y r g -r_� M04A W K-of 4 -corrac� i S LI�'►,� s To Tt4E C-iv.cw s t u G .o-r--nejt F- F_).i k-rik( eav€R44 PORS-0 to� rcAat t� 1 p� T tt o or- , 'To R0:W Fx�t ^r`p TNS M �J C�I� Tt►►S RboF' WILL- t�t�- �x�� %k6s SOIL VL" N0tAC'dMf0F_Mj-1Y. 2. The benefit sought by.the applicant CANNOT be achieved by some method feasible,for tho applicant to ,pursue;other than an area variance,because: 'Ali,. MN0\1w_\_`koat ' ftpejNrs %3 is &41 Ai MA` To ' 119 V TNif, y 4 1V4o�� I3f�FS�a\i�L� Fay=IK'_ hR.ANGFI;-S - �?1S ta��. .�.; s41,.i�is cam, wNi�t r�a� �MQ.oAAL pFr4FA]T1Fi A-,ut, PAR-r—tOSbrJS �:�41���. "Tttg RMFk#,.ttwiiiy' al= -��s�=1Zao� VViLL_ q�LowINE RDS �®\e�►tit®aiw. �E '1\4S3 A —4' W IT14 PA2oP�,Q, ; "SA XOO A ,AS PCZ THS ,iia 1�►�Ct'' cp DF�', 3:The amount of relief requested-is not substantial`because: i TVjjE 0 V F_K -LL_. t nl�d �� I?�! i 4r—- SQ-J A eF . 0F0drA y�'' ref_ 't'W e-� A e.cg� *$j sR i i,4`� �( j IS , PPR�ax. 12;3 ' Sq) r. Twp o��t;-A+�. I✓c�r caatPx,P C`�' lntIl.t-- .aT' ILrr. o e tai -IT W t%_L • PrGTgp uq i,f4_t2k&&E_ Poi: TV -rNF— %rr4-ovxt_ ®F .-rklL Alik_L 0a' I KF. Ep,s--- ',t��iD- wrmior ,Svkt ®F'Tlkg dee +�Y�€ �Tit �necR � ►nl .awE - 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the f neighborhood or district liecause:T ;,ACCG,�, . �/, j�i ::�i � ►: � ► ��l;1 �fiA�'e ,�R!� ' Fe2 INATI 50 ffEiA-a -THC Hokeo(- v INTit#j6,s�; tlr APPILDVIE a T-0I W M o r -THS Use ®F ` 4 c a t1 r�4�. -"i o �A Ml t-�/. 5.Has the allegeddifficulty been self created? {' Yes,or W go,Why: Tt ; Go`WA a l�A� e�N a ry 0� FOA To ` EAO-S A�� ` PAK-I�ri Ci i Are there any Covenants or,Restrictions'concerning this land? { }No, }Yes(please f n-nisli a copy) This is the MINIMUM that is necessary and adequate,and at the same'time preserve and protect the f character of the neighborhood and the health,safety and welfare of the community. I- Signature of icant or Authorized A�ent - (Agent must. mit written'Authorization from%mer) ' Sw rn to before me•thi� d'ay of 20— - CONNIE D.BUNCH Notary Public Notary Public, to of York . � - . -iNo.01 BU6165050 ®uefified in Suffoik County Commission Expires April 14,2 � APPLICANT'S PROJECT DESCRIPTION { APPLICANT: EW ZAQ iti Cc ��VtQ �aRfsr�L� DATE PREPARE' 1.For Demolition of Existing Building Areas Please describe areas being removed: Rf-movpt- of T" FgAM A0b 1MkP-- LELV--a 70C GOOF ItiidST (ate P MOb ptNO �,Fzpa.I�L�zp "6b Jq`LOW Fay -Orl+� Ab0, oy4L &PAMSt091 _145 WELL A& doe_ THS., 1MW wLLAYr0•J of p002S. Writ} I F— P"Paf— lfe,4"M FE-1 Fo"nAstim __:__ TT New�onstru�on`Area�(l��w llin or New Atiditiol�s/�xtensinns�• __ Dimensions of fust floor extension..—A-53, SA F e ; Dimensions of new second floor: rj A Dimensions of floor above second level•_ N A Height(from finished ground to top of ridge): jv►At7C ►$ Is basement or lowest floor area,being constructed?If yes,please provide height(abpve ground)measured from natural existing grade to first floor:Ir-gtS:)Nq e.RAW t_ SmA. 46% To i FI ILST FL00fL FROM HI.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and'General Characteristics BEFORE Alterations: P ST01wFrikXk& 640M ,W tTt v .D Por 1 ; 1-ktTtd���J 6-i3 2oo1h -�,�Tlt 15 S A 133 SQ irr COUr'_R D PO&% ,33-S F F�ft%rr hr-C 113 SQFT R-FAIL D Number of Floors and' ha nges WITH Alterations: 1-Parzp2ooa► I-"�TMt AccMSS-t1& 1E FO& hASA215- PW2s®M1 S-A t C ray ®wNSA V � • , IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 5 3`J►$ , j i Proposed increase of building coverage:No,,is egg, I N-W'g Gou�RAGIz. ��SQ F i QlE< i Square footage of your lot: S r-T i A Percentage of coverage of your lot by building area:V. Purpose ot New Construction: „c - isriM EI, ; T' c F'uQ {o�►sr(�wi���1ei11#O i S;SU F�11�1 Flo ®, M� �A F Q 1� NSoiei I �FSEASE VI.Please describe the laud contours-(flat,slope %,heavily wooded,marsh are ,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s):, Please submit 9,sets of photos,labeled to show different angles of yard areas a0er staking corners for new'contructign,and'photos of building area to be altered with yard view. 4/2012 1 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes No BY Q*e-there-any-proposals-tachang"r-alter-land-contours? — — -- - X No Yes please explain on attached sheet. I C. 1.)Are there areas that contain sand or wetland grasses;. yw-S. 2.)Are those areas shown on the survey submitted with this application? YE:-'-- 3.) ES3.)Is the property bulk headed between the wetlands area and the upland building area? ILIO 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?' Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? N O E. Are there any patios,concrete barriers,bulkheads or foces that exist that are not shown on the survey that you.are submitting? NO Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time1concerning your premises? y6l If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: 1K�Tr��-�-+���o ®F FnUi-tw%- d0t k , G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining.or close to this-parcel? D If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel SitAcyLS.-FkkI.Y �Mrz W/NbtnL Z^All— COTTAC(V Arm qRv and the proposed use AuKr.--w f Ab" Cauca ym--w4MA F—xPA.1S,004 (I I'S SQFC AOL (ex:existing single family,proposed.same with garage,pool or other) -7 91 Authorized(giirAure and Date LF-IfO r-LZr-%FVR I WOU0 I 0L:_V%C_f_ I UP4 1 r1rZ r-r-%E;kV!1%>r_0 WITH:ONE-SET.OF APPROVED PLANS AND SPECIE CATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 9' 41967 Date:j 8/2412017 Perrhission is hereby granted to:, Branch, David & Efizabkh, 29 Richmond Will Rd Neer'Canaan, CT 06840 To: install a nevirfoundal tion under an existing-accessory cottage as applied-for. At preniises located-at: 5160 Indian Neck Ln, Pecohic SCTM#47,3809.. Sad1l31,dck1Lot*98.-4-23 Pursuant to,application dated 811.6/2011 and-approved by the Building lnsoectqr. To expire on 212312019. Fees: -SINGLE FAMILY TOWELLINGI -ADDITION OR ALTERA ',ION $200,00 T CO-ALTERATION DWELLING $50.00 Total: $250.00 y . Buildinb ln�pecidZr �. Jill M.Doherty,President ®�S��l Town Hall Annex Bob Ghosio,Jr.,Vice-President 543751IMain Road P.O.;Box 1179 James F:King Southold,New York 11971-0959 Dave Bergen John Bredemeyer `��� Telephone(631)765-1892 C►® e�`�' Fax(631)765-6641 f ]BOAJW OF TOWN BUSTRES TOWN OF SOUTHOLD- CERTIFICATE OF COMPLUNCE #0654C Date:'June 10,2011 • THIS CERTIFIES that the construction of a one-story addition to existing dwelling; new deck:butters to leaders to dr Mells At 5160 Indian Neck Lane4,PecoTNew York f Suffolk County Tax Map#98-4-23 Conforms to the!applicatigns for a Trustees Permit heretofore Meo in this oft'�ce f Dated June 25,2008 pursuant to which Trustees Wetland Permit#69_24 Dated July 23,2008 ! and Amended-on October 21,2009 was issued and conforms to all of the ! requirements and conditions of the applicable provisions of law.The project for which this certificate is being issued is for theconstruction of a one-stork addition to existing dwelling; nevv�deck gutters to leaders to drywells Thi certificate is issued to ELIZARET14&DAVID BRANCH owner,of the ' f aforesaid property. _ uthorized Signa'WA fgtllHiL,�� town oI bouinoia Anne% /I%/LU11 54375 Main Road Pit Southold,New York 11971 441 CERTMCATE OF OCCUPANCY No: 35048 Date.- 7/7/2011 r THIS CERTE IES that the building ADDITION/ALTERATION Location of Property: 5160 Indian Neck Lane,Peconic, SCTM#: 473889 SeAlock/Lot: 98.-4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this oSced dated 8/13/2010 pursuant to'which-Building PermitWo. 35824 dated : .9/3/2010 was issued,and conforms to all`of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions includingg covered Rbrches and outd r shower stallto an existin .one'family dwelling as applied for. ` The certificate is issued to Branch,David&Branch,.Elizabeth I (OwN$R) Of the afgresaid building. SUFFOLK COUNTY DEPARTMENT,OF HEALTH APPROVAL R10-10-00J7 6/22/11 ELECTRICAL CERTIFICATE ATO. 35824'- 5/18/11 PLUMBERS CERTIFICATION DATED 6/28/11 Peconic Plumbing&Heating " Aut orized Signature X"e� ttiljq - iuwn v11oumnum tumr-A !!//Lull 54375 Main Road Southold,New York 11971 Ilk -CERTIFICATE OF OCCUPANCY No: 35047 Date: 7/7/2011 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 5160;Indian Neck Lane,Peconic, ` SCTM#: 473889 Sec/Block/.l.,ot: 98.4-23 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for-Building Permit heretofore filed in this officed dated 8/13/2010 pursuant to which Building Permit No. 15825 dated 9/3/2010 i was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for- which this certificate is issued is: pile footings and repairs to existing accessory garage as applied for The certificate is issued to- Branch,David&Branch,Elizabeth (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPAl TI MENT OF HEALTH APPROVAL• ELECTRICAL CERTIFICATE NO. 35825 5/18/11 PLUMBERS CERTIFICATION DATED AuthAzed Signature y TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Clerk'a'Office Southold, N. Y. Certificate- OE Occupancy No. 447..9 ... Date .............Ain. 31._. .., 19.72' THIS CERTIFIES thK the building.located at .6/8.Indian.Reek JA..... Street Map No. xx......... Block•No. zx......Lot No. .ane...•paeestie�.ReY•'......... i r• �'siremehts for-one -fammil dvellin hesnsiu node conforms substantially to the bleu prior to;prig , C 19. pwesuant t4 which >c i too aoupQa�r �� Z4"1 . i dated .... An..M........ 19.7., was issued, and conforms to all of the requir& meats of the applicable provisions of the law.The occupancy for which this certificate is issued is ..Private.one.f'=d17.AveIling........ ....................I...... The certificate is issued to ..DAvid.&.31oria..rr1nk:. .....Mmars.............. (owner, lessee or tenant), of the aforesaid building. Suffolk County Department of,Health Approval .pry j"jnX...................... UNDERWRITERS CERTIFICATE No.....praA AM111ting.............. ................... l HOUSE NUMiIER..51b0.......Street...Indian leak.Dans...P.eoonia................ Sxoeptions to 'hous ing code i s �-- Sae reverse side- ....." . , Building Inspector , I • t I HOUSING CODS INSPECTION August_30, 1972 5160 Indian-Neck sane Peconic, New York Tax Roll: David U. Brink and wife, Occupancy: summer tenant Upon request of the Southold Town Building ; 'Department 1-made inspection of this one and,.one, half story framed 'dwelling and found the following violations of Local Law #1, Housing Code,-' Town of Southold. I,was accompanied'by Mr. James Knowles of the Abatelli Real Estate ,Agency, Cutehogue, N.Y. and we were admitted to' the front entrance on the north east end of building'--'this enters into a small room being -used as a laundry room. Inspection '"started here at approximately'9:30 A.M. Laundry Room - Contains washer and,-dryer (space- mate ,tiiey stacked forming tall unit on outside _ walls an upright freezer on,opposite wall; the corners of these two'units form an opening from kitchen of 20 inches restricting exit - Section 217x. Kitchen - Gas izmge, no shut off valve at,unit - Sect o-508b: Living Room - No' light switch at point of outside entry or controlling -light in roan --Section 529b. -Space heater in.living room floor insufficient and 'cannot furnish heat to each room in present form and. house is not insulated, summer occupancy •only'- Section 512 , 513a. UPSTAIRS ,-Bathroom e Flooring not moisture resistant. - Section 03d,, 2174d. ; Bedroom - southeast --Light fixture not�in working ori_:Section 529a,- 601. = Porch' - -east side bottom step loose and pitches - excessively - Section 602c. Porch - southwest ,corner - two steps rotted and loose - Section ,602c. a Page 2- ; House - sets on posts, •not skirted -- Section 302x, 604b. Cellar - for utility purposes - no light switch Wt entrance for safe. entrance - Section '215c. Cellar door hinge rotted off Seption 301a. Detached Garage-. —Broken,panes of glass - Section 603b. Three room bungalow type'unit with-bath east of garage: Kitchen -Gas range, no shut off valve `at.unit • ' Section 508be ; ; Living Room =Ceiling fixture not securely fastened,- Section 528ai, b,• ` Bathroom - Bi,.X. cable hanging through ceiling, taped ' ends, no fixture - Section 528a. Bedroom - Oiling fixture on lamp cord - Section 528a. I"completed inspection at approximately 10:20 A.M. pectfully s mitted,- " Edward Hindermann Inspector , ; } 13vA.KUJ 1vLCli9.t h" Southold Town Hatt Leslie Danes Weisman,Chairperson 0�SOrJrp 53095 Main Road'•P.O.Box 1,179' - ' Southold,NY 11971-0959 James Dinizio Offrce Location: Gerard P Goebringer G Town Annex/First Floor,Capital One Bank Creorge Horning 54375'Main Road(at Youngs Avenue) Ken Schneider �Ca ;�' Southold,NY 11971 hitp://southoldtown.northfork.net , ZONING BOAIJD OF APPEALS 'TOWN-OF SOUTHOLD ; Tel.(6i1)765-1809•Fu"(631)765--9064 FINDINGS,DELIBERATIONS AND DET ATION MEETING DF,JAIWARY 1%2011 ZBA-FI LE. 6439 = NAME OF APPLICANT:David,S.and Elizabeth Branch" SCTM 1000-98-4-23 PROPERTY LOCATION:5160 Indian,Neck Lane,(adj.•to Hog Neck Bay)•Peebnic,NY SEQRA DETERA ATION, The Zoning-Board-of Appeals tins visited the property under consideration in this application and determines that this review falls under the Type Il category of the State's List of Actions,witbout further steps tinder SEQRA. , SUFFOLK.4QO17NTY ADMINIS'TItAT1YE CODE: This applicatioti was referred as required under the Suffolk ; County Administrative-Code`Sections A'14-14 to 23; and the Suffolk County Department of Planning issued its replyjdated-Deremb'er-29,2016 stating that this application is conside_red,a matter for local determination as•there appears to be no significant county-wide or inter-community impact. LWRP: This-application was referred for review,under Chapter 268,Vaterfront Consistency review of the-Town _ of Southold-Town-Code and the Local Waterfront Revitalization Program;(LWRP)-Policy Standar_ds. The L' RW Coordinator _issued his reply dated-January -5, 2011. Based upon the; information,provided on the- LWRP, Consistency Assessment Form submitted.to this department, as well as the-records available.to us, it is'our recommendation that the,proposed action-,is=EXEMPT from Coastal Consistency Review. , PROPERTY FACTS/DESCRIPTION. The Applicant's'property-is a long;narrow 4278,acre waterfront parcel'in the R, 0 District. The northerly lot line measures 73:63 feet along Iridian Neck Lane. The easterly lot line " measures 1,953.81 feet from Indian Neck Lane south to the water of,Hog Neck Bay. , The southerly lot line measures 99.64-feet along,Hog Neck Bay_ The westerly lot-line in feetfrom Hog Neck Bay north to Indian-Neck Lane. The property,is-improved with a�single family dwelling, a "frame cottage" accessory -building,:A'detached,garAge;and a tennis court,as shown on the sitesurvey'drawn by Nathan Taft Corwin III,Land Surveyor,and-dated'Feb: 15;2006,last revised July 20,2010. BASIS OF APPLICATION:_ Request-for 'Variance from-Code.-Section 280-Ig and the Building Inspector's - October 13,201014otice of Disapproval based on an application-for building permit.to'construct an addition at; 1) less than the-code required minimum side"yard setback of 15 feet, 2) less than the code required,combined side, yards of 35 feet. ; RELIEF RIEOMTED- The applicant proposes to construct a+/'100.sq:ft.addition to an existing,and newly re- _ constructed porch.The:sectiort of the porch.that isthe subject to variance relief previously existed on this dwelling. The building was originally built in 1904,with a porch,but the porch was torn-down for reasons of structural.safety in 20109,and then mostly,rebuilt under a valid,buil&g permit issued-by the Building Dept.A variance will allow, the Applicant to complete the re-construction of a new porch on the southwest comer of the building,.where it bad, CTM:1000-98A-23 previously existed. The applicanes-agent submitted photographic documentation showing the existence of the porch in the early nineteen hundreds.-- FINDINGS undreds:-FINDINGS OF FACT`/REASONS FOR BOARD ACTION• The ZoningBoard of Appeals field a public hearing on this application on,January 6,2011,at which time written and oral evidence were presented,=Based upon all testimony,documentation,personal inspection of the property, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: . 1. Tov►Tn.Law&267 li(3)(b)(11. Grant of the variance ofwill not produce an undesirable change in the character of theneighborhood-or,a detriment to-nearby properties. The Applicant has provided.evidence that a porch had . existed in the same'location,with the samc�side yard setback as the new porch section that is the subject of this variance. Therefore, replacenient.of this porch will not change the neighborhood or be a-detriment to adjacent properties 2. Town-Law&26T-b(3)(b)(2).The benefit sought by.the-applicant cannot be achieved by some method,feasible 'for the applicant to'pursue, other than-an area variance. The-original builiiing with a porch was constructed with the presently existing setbacks on the lot in 1904 prior to any Town Zoning-Code. 3. To*n Law'4267-bQ(b)Q. The variance granted herein isnot substantial because the+J- 100 sq.ft.additional" porch space is not'significantf in-'respect to the rest of the entire structure,.which is,-also situated with bothh a non- conforming single side yard setback,and also.non-conforming combined-side yard setbacks. 4. Town Law. $267-b(3a)(b)(41 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. Storm. . water drainage frgm•the porch roof*ill be contained on site-per code. . 5. Toyin Law §1§1-b 30 The'diffieulty,has not•been_self-tree#ed but is clue to the location of the pre- existing building,which-was'constnacted prior to"the enactment of the current Town Zoning Code.. 6. Town Law-4267-b. -Csrant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit:of a reconstructed front porch,while preserving and protecting the character of the neighborhood and-the healtli,_safety and welfare,of the'community. RESOLUTION OF THE BOARD: In'considering all of the above factors,and applying the balancing test under New,York Town Law 267-B, motion was offered-by Member Weisman (Chairperson), seconded by Member Schneider,and duly carried,to g ANT,the variance as applied for,and,shown on the survey drawn by Lathan Taft Corwin III,band Surveyor, and,dated Feb. 15,20®6,1ast revised July 20,2010,And on the plans dated November I,2010 prepared by Tour de Force Designs,-LLC,labeled as pages ST-1:1,A-1.1,A-4.1 and A=5.1. Any-deviation from the survey,site plan and/or architectural drawings-cited in this decision will result in delays and/or a ' possible denial by the Building Department of a-building permit,and may require a new application and-public hearing before the Zoning Board ofAppeals. Any deviation from the variance given such as e7aensions,or-demolitions which am!not shown on the applicant's diagiams`or survey site.maps;are not authorized under this application when involviag-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 areexpressly addressed in this action. , The Board reserves,the right to substitute a similar design that is de minimis in nature_ for an alteration that does not increasc the degree'of nonconformity. ; CfM:loon-984-13 Vote of the Board dyes:Members Weisman(Chairperson),Dinfzio,Schneider. (Absent was:Member Goehringer) This Resolution was duly adopted(3-0). Leslie Danes Weisman,Chaierson Approved for filin / /2011 r.ave-arae 'Tv vwe wi+"°r z ° I V'1 -4 EILEEN-A.POWERS,ESQ.PLLC ATTORNEY AT LAW 456 GRIFFING AVENUE �] RIVERHEAD,NEW YORK 11901 (631)727-8250 (631)574-8666(FAX) June 9,2017 VIA FAX: 631.-765-9064 Southold Zoning Board Town Hall Annex Southold,New York 11971 to Re:Branch applica ion-5160 Indian Neck Lane SCTM# 1000-098.00-04.00-023.000 Dear Ms. Weisman: i Please accept this letter as our request to withdraw the above referenced application. Thank you for your consideration and cooperation throughout. If you have any j questions,please feel free to contact me directly at 516-695-7660. ing rel2. s. ileen AEsq. 1 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant or any special use permit, site plan approval,use variance,area variance or subdivision approval on prop rty within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricul eta statement must be re erPea 10 t e u oun epartment o P�mg—"— in accordance with.Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: d4,1re-RA- ' 2. Address of Applicant: WA VG: i-S- W 0Lb-W' S"jp S M ihl 1 t 114 15104 OLA 3. Name of Land Owner(if other than Applicant): E`IZ�Ak�r-h+-V gA1-jt:�A twV IL RA.4e4 4. Address of Land Owner: Z P-;W M'D rJt tll t.t.. R4 P490 CAW-A C-t 0 half O 5. Description of Proposed Project: Sr14a%rR- "X IS?i hj Co u tg" ft&L4 D J oP. RCA4-0V&- A,"k (ACr— a Pit► P�MF -Sra-VCrvFAL oT mol -'Fy cwh tS ®A, H4`r', 6. Location of Property: (road and Tax map number)6160 J.titbtW NW.V, I ANF- PvrtowC� -4000- 00f g O,{- 7. Is the parcel within 500 feet of a farm operation? { } Yes {fit}No 8. Is this parcel actively farmed? { } Yes W No ' 9. Name-and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you-by the oning]3oard Staff,itis your responsibility to obtain the current names and mailing addresses from the To *ssessor's Office (765-1937)or from the Real Property Tax Office located in Riverhead. ! NAME and ADDRESS L . I 2. i 3. 4. � ! + • I 5. 6 ' i (Please use the back of this page if there are additional property owners),;/t.n" ` d sl Signature o p icant Date i I Note: ' 1.The local Board will solicit comments from the owners of land identified�above in order o con6deF the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this s tenent. 2.Com ents returned to the local Board will be taken into consideration asipart as the overall review,of this application. 3.Copie;of the completed Agricultural Data Statement shall be sent by applicant to he pr perry owners identified above. he cost for mailing shall be paid by the Applicant at the time the application is sut mitted for review. I I i I i ' 617.20 � Appendix E j Short Environmental Assessment Form Instructions for Completine Part 1-Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review;and may be subject to firrther verification. 'ate] base,d_on_infornoation_cuumay_available._Ifadditional-rosearch-or_invesrigation-would ben respond to any item,please answer as thoroughly as possible based on current information, —------Complete-all-item lsu pprov'rdu7any—dditiom i-information-whrohyou-tselieve-wiil-bt-medL-d-by-or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information fib"-,\ OM-mgt AN6 -Saznc b., Name of Action or Project: AWN ®AV I d 'BRA Q(# �'> . Project Location(describe,and attach a location map): Brief Description of Proposed Action' F_ge , -rV1G+ SQ FT)` mo t-'1 Pte VT F1.00P_ OW_ Foe, 7W- F_ -owAexA__ WVto lots. bEtA r-oTlA Nwt�, Pr-%P_v_Amsow`_% (Zl;mov%_ m jb � �.�c.�d�� o F `gyp syS,lam -m Au_aw F�oa_,r14r_ Rl5TkLLX -t 0r7 69-M b®®2�, 'TyA-r wat-L e-OMPly w M4- W/S. toNE .►mss ftT% Name of Applicant or Sponsor: Telephone: 113, 16 44 V E-Mail• L bA WATF�KM OFT 0%J%_8KMtWiM T fn ATaT Address: 0ajb0 c4F�V_Woah Nf_%vf City/PO: State: Zip Code: 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. a� 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: -Tow u 1JOM-IEs X 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? I , ® acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? a �7 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial Residential,(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Pagel of 4 5. Is the,proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? �O 6. Is-the proposed action consistent with the predominant character of the existing builto natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Env ronmental Area? NO YES If Yes,identify: 8. a.Will the proposed action result in a substantial increase in traffic above present leve s? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies TIA wLq cotm y. 6 N or l N L,A.?th 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method-for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: WILL t& C-01 u 1 rb � f� S J 1X41AS 004445A S !6TFR-A 12. a.Does the site contain a structure that is listed on either the State or National Registe of Historic NO YES Places? b.Is the proposed action located in an archeological sensitive area? 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed ction,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland o waterlody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: iLi1aE•�-; ;`9`-moi 4`;'[ 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: M Shoreline KForest ❑Agricultural/grasslands ❑Early id-successional X Wetland ❑Urban D(Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? I/ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-pointsources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? ONO 11 YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO YES ALL UMVIM :Prti\iTo '",4f E'4AiF41.� ;,.. Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g:retention pond,waste lagoon,dam)? If Yes,explain purpose and size: V 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: 20.Has the site of the Proposed action or an adjoinine property been the subject of remediation(o-ngoin og r NO _ YES completed)for hazardous waste? If Yes,describe: V I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Date: Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by thl project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" ft i •.'t/'.4-• . !•. \. . .'Jai - - '=4. : ti. `iq�K�.�-ter.. ' '•i-; - - r.+=�-'"•.': fir z'� �"`� k }' ;• - '-_- _ :. �_ .�,.-', =e•' 7•=�-. >. ;._.�;�;-z��3,-u sr,r,;F '�- 'NO,Or Moderate t small to large '., 'v y. t•t* .I.J.- - - - 1" `i- - 3vi' `r:rs"-.:rssy?,;`�p;:rr;..�•,ie`;`..'F�.ii))lw Tw:Z' impact gm pact F�v'E :,r 4; � .F: .. t' _ w-,`.1� ?.{y y,v� r Kcj''=_._k' ✓L;'i' x4 ;- rE'(y� 4 Y .n ft may may occur Occur =:.e='i� .•.� �:.}• .Sri'• .£' � •.dr,N+a S�ai �.� 1. Will the proposed action create a material conflict with an adopted land use plan or zoning I i regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action l ave an impact on the environmental characteristics that caused thel establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? b.public/private wastewater treatment utilities? ' 8. Will the proposed action impair the character or quality of important historic,archaeological,) architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 I - i i No,or Moderate !mall to large Impact impact ,may may occur, occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-]Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every — question in Part 2 that was answered`"moderate to large impact may occur",or if there is need to explain why a particular --- —element-ofthe-proposed-action-may-orwillmotresulturwsignifraant-adverseznviromn -impact;-please complete Part-3----- Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for hort-term,long-term and cumulative impacts. f l i ' J _ f - 1 I , t i i I { ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant a Iverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impa ts. I . Name of Lead Agency E ate a f Print or Type Name of Responsible Officer in Lead Agency Title of Resp Drisible Officer j Signature of Responsible Officer in Lead Agency Signature of Preparer(if d fferent from Responsible Officer) k , Y I , Page 4 of 4 APPLICANTIOWNER TRANSACTIONAL DISCLOSURE FORM The To n of outh ld's-Code'of Ethics prohibits conflicts of interest on the Vart of town'offiers and em to ees.The purpose of this form is to pmvide information which can alert the town of Oossible conflicts of interest aad allow it to take whatever action is necessary to,avoid same. YOUR NAME: i (Last name,fust nam6,middle initial,unless you are applying in the name,of someo me else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF'APPLICATION:,(Check all that apply) Tax grievance Building Permit Vans ce Trustee Permit-- Change of Zone Coastal Erosion Approval of-Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relatio ship with any officer or employee of.the Town of Southold?"Relationship"includes by blood,marriage, r business interest."Business interest"means a business,including a partnership,in which°the town officer oremployee has.Even a partial ownership of(or employment by)a corporation in which the:town officer or'emplo ee owns more than 5% of the shares. -YES NO If you answered"YE ",complete the balance of this form and date and sign where indicated. Name.of pe on-employed by the Town of Southold Title'or position of that person Describe therelatio hip between-yourself(the apphcant/agent/representative)and the town officer or employee. Either check-the app priate line A)through D)and/or describe in the space provi ed. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that a pply) A)the ownerof 1 eater that 5%of the sbares'of the corporate stock of the applicant( hen the applicant is a corpora(iron) B)the legal or beheficial-owner of any interest in a non-corporate entity(when the apl licant is not corporation) ' C)an officer,director,partner,or employee of the applicant;or D)the actual'applicant DESCRIP'T'ION OF#ELATIONSHIP - s Submitted this. !b day of-, y /L0-Ll- I Signature Print-NamedL&A Iti ,, BOARD OF ZONINGAPPEALS APPLICATION AUTHORIZATION We, Elizabeth Branch and David Branch residing at 29 Richmond Canaan, CT 06840 do hereby authorize Brett D. Kehl and ® Hill Road, New our agents to a 1 #or valances) on m n A. Bertani to act:as . of Appeals. - pp.Y Y�behalf from the Southold Zoning Board Owner's Signature Elizabeth Branch ®wner's Signature David Branch AG ENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and all w it to take whatever action is necessary to avoid same. .--------YOUR NAME: "_9FlzT_V (Last name,first name,middle initial,unless you are applying in the name'of someone else or other entity,such as a— company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through'your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or.employee owns more than 5% of the shares. YES NO J( If No,sign and date below,If Yes,complete the balance of this form and date and sign where indicated i Name of person employed by the Town of Southold j Title or position of that person Describe the relationship between yourself(the applicant(agent/representative)and the town officer oriemployee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) , B)the legal or beneficial owner of any interest in a nod-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or I { D)the actual applicant DESCRIPTION OF RELATIONSHIP E i Submitted this �o 'day of Nb V .20 Signature.... j Print Name i KEW- APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town off cers and em to ees.The puri3ose of this form is to orovide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : J-61iN R, _ -_-_(Last-namefiCst-n me,middle initial,_unless-y4ji--are applying in the name of somei ine else or otlicr entity,such as a company.if so,indicate the other person's or company's name.) w ------TY-PE-OF-A M--YC-T-I®N:-(C-heckall-that-apply)---- --- Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?f°Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer oremployee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If No,sign and date below.If YES,complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagent/representative)an the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provi ed. The town officer or employee or his or her spouse,sibling,parent,or child is(check all thatapply) A the owner of greater that 5%of the shares of the corporate stock of the applicant hen the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the apl licant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted this 0 day of 20 Signature Print Name Town of Southold LWRP'CONSISTENCY ASSESSMENT-FORM" Ae INSTRUCTIONS 1. All applicants for-permits* including Town of Southold agencies, shall-complete this CCAF for - proposed actions.that are subject to the Town,of Southold Waterfront Consistency Review Law. This --- ---assessment--is;intended-to-supplement-other-information-used- "-T-own--of-S-outhold-agency-irr---- making a determination of consistency. *Except minor exempt actions"including Building Permits „v, t �r r iSM4al-PO nits-net-lesated-within4he-Feast esio�� 2. Before answering the questions in Section C, the preparer of this form should.review the exempt minor,action list, policies and-explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program.. A proposed action will be-evaluated as to its significant = beneficial and'adverse effects upon the coastal area(which includes all of Southold Town), 3. If any question in Section C on this"form is answered "yes",: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, mollified prior to making a determination that it is consistent to the maximum extent'practicable with the- LWRP•policy standards and conditions. 1f,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 own 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 PROPOS1E1➢ACTION SCTM# The Application has lieen,sulbmitted to(check appropriate response): Town Board Planning Dept. 0 Building Dept. 0 Board-of Trustees �. 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant;loan,subsidy) =(c) Permit,approval,license,certification: Nature and extent of action: f-i�l�F_' -0 6��5 �T "otA t� - TO "MF_ k MOM __hCC���_l� MWA �D�'��►-t'riA , ��3® , PAd2��t5ot�1�S ®lS�s-S�., 'C"N �R±,s°� A ® :_ ..wR=-®_�_ •_ :t-:53. -S ;---" ® __ 1 N�oe�F�;Tt�F err- YS'CE_ 't"�, LAM To ALLOW �,o e°c_ ._;►�►Y -- �dL®��! ,.C ., ec°t � ; ���J e.°ev c .tIJ� ' _. i2gi"t S!.b�'yAj. _Lam 6•tl� o^_ - _ - - _ . - . Location of action: SHPO Mf4A t000a_ IF(-\C-- —,%ij F >Ief 0io rc— i Site acreage: q,z 7 y, Present land use: S% kE I ftA \KOM_ W F%,C S�0 4 U OZ, � �- Present zoning classification: K-w 2. If an application for the proposed action has been filed with the Town of Southold agency, the following infoationshalLbe pa�ui ed- (a) Name of applicant: , Y'e 14 L i 1-690 -'OhmA►oo® 9v , (b) Mailing address: Z65' P%yi i" �LA� swrwo\A. kAN 4 (c) Telephone-number:Area Code-( (d) Application number, if any: Will the action be directly undertaken, require funding,or approval by a tate or federal agency? Yes 1:1 No® If yes,which state or federal agency? DEVELOPER COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enfiances community character, preserves open space,makes efficient use of infrastructure,makes benefit al use of a coastal location,and minimizes adverse effects of development. S{ee LVMP Section In—Polici s;]Page 2�or evaluation criteria. FV Yes No � (Not Applicable-please explain) Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources c f "the Torn of Southold. See LVVRP Section M—Policies Pages 3 through 6 for evaluation criteria Yes No X (Not Applicable—please explain) N&®����' a� t4h *�® 1 fit. Ntl=tc�lOcl *p,rZ rs� ' _ g am" _ �9t�`� o� Dt���Rcb�Q �tt�ielti C� li 5t�'� Attach additional sheets if necessary Policy 3. Enhances visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III'Policies Pages 6 through 7 for evaluation criteria ® Yes 0 No (Not Applicable-please explain) -,tee-.,,,-•-,- - -Nf�"t� l OL- -M ri,44 -I.t.�ThLLIK N ?GOP Sy.,ST A 04 _TKE- PRS-MX,tS.T1M(4 SsQJC:X_VRJF-, Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section IIT-Policies Pages 8 through 16 for evaluation criteria Yes E No (Not Applicable-please explain) ST2Qc_TVR;- t& NOT- it i ,A FLOo, U^JE -A-Aj-� Frs t_gc rw-b 00 l.Ar.►A W LN QF* TKE- �Z�c-bis b�� M A-t til �-4oVSrr_ �_ E- PPS PAE4-r Y. 'ALL- �O VT�5 Am -ro jam e uzx_,T v0 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 Yes No (Not Applicable-please explain) 74ts tS ZDAV '� THA S aE81-, iM USE Fbk- Z'O PWS yr S . *TN AIXN ITI Oj 'W It_L, M0 iTladCP.F�N.&E T'HF. ! Jt109P-c-r cd J4 Tt F. 1;J,6VTktL QUALi7"Y An1& -Sy?PLq ltil i V4-C-- 'D0 OF 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 0 No E (Not Applicable-please 'explain) , �. {ECSC C.®Vft (41L %moi "c'tVM WILL NrC.rchiE Oa l fe'N �• Ar_ g,e NL, .%:!z� . ),L -rW4= F-A9: -PJhi, WE.EDT SQ AF. DF TIJE C.OTCKgE: p 1'\j4tt,.to MORF OP " —_ PNC-F f=Og tJJ tip1.1FFAt -7"E- cormCte @z. APPpcbX zo,d &QACle- FlL$k TwF. Fb�F_ 0 weT_ AN®-S 0 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP1Section III - Policies P-ages32- krough 34 for-ev nation-criteria°See--Section-Hl--P--olicies-Pag s,34-t-h--qugh384or-evaluation — criteria, Yes ❑ No®, (Not Applicable-please explain) TR( XMOUmT 01' `ide-i-- Fo }E .4I A - N F_ L.I .&Lrz__ hU rL, -cam -wets- jr,,'P4 o --ori'C w.m o F- Attach additional sheets if necessary Policy S. Afflnimize environmental degradation in Town of Southold fr m solid,waste and hazardous substances and wastes. See LVvRP Section III-Policies; Pages 34 through 38 for evaluation criteria. i ❑ Yes ❑ No (Not Applicable-please explain) 744 AlArm•2 0r— !>OLON Whs-'T& ` e-h4OS.M® WIC- NM- Wc_aAb%JIETO "�H1S YA 1 LL- 61E USE t Sv 'i'"E- owq Xd- P�"' HERE 1=A Al i4 b"LY 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 LVV`RP Section III-Policies; Pag as 38 through 46 for evaluation criteria. n ❑ Ye❑ No X(Not Applicable—please explain) TH IS t N; P_%UP;-Tjr_ lt�wMLL4" F�-rjt�, (ta R:r-, W 1-r i+ 7q 0 Q6si®rp-,A 6cLk_%.5 "no Armf�. Attach additional sheets if necessary WORKING COAST POLICIES i Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LVVRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No (Not Applicable—please explain) i IN n li�lA �F�0e�1'� LJ ILL_ (��. USS F®R_ t be-M N%. v se Attach dditiona]sheets if nec�ss — Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LVMP Section III—�olicles; Pages 57 through 62 fo evaluation criteria. ❑Yes ❑ No, Not Applicable—please explain i ._f Iii S JS A t OT%AQE WH oc.,A —Wth- 'jb4 4-#1"fa LL 'nN% p l�l l®� A�l® W rL- H 4 d rz— tV® /t I pga 0114 -r l4£ Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LVVRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No IVNO Not Applicable—please explain T'Mis -is R Ra-e-A-isnmq Es1hear®> - l.,o`T Pip►® wo-t- t4Ave- mt> _ s MPAt:�- 64 THE. Pk4n®T-Jk of Aly Age_1CUCTVeAL. UkWh. ice% ®F Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy -ands mineral resources. See LVVRP Section III—Policies;Pages 65 through 68 for evaluation criteria. Yes ❑ No ❑-, Not Applicable—please explain THAs CAITAGE 71iF. jot ,V1rz,1' EFFE�iejicy 'APPLIA JoF& AU AkL kLe 6 AS rte[F-a.L. AS L ALIS TO, RatsuLr, T14F- - T ! • • YY . yt i _,`.''�, ..t„ Y ^s •"�F ��� � _� -. a .. k��:+�°: >2, ir Ai. t oft,, t o � r d' ' �� � tai a si ,P,���,t�` ri ; r - ,t _.w -�• • u S i L .. _ . .nom:..-�-•- +:' t4f, .. £ '� � � -fir• �b. i, �.1�• .� e� } ip O-.. - r:•fie - r•�rw - .. 'ti. + _ 1 k f .iY T. w l GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION r '; 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL CONTRACTOR N 0 T E S General Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ` Wood: TE FIRE SAFETY: - hn GENERAL NOTES: 2. 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. ��DESIGN ASSOCIATES LLC 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, 2015 2. All structural wood shall be in accordance with the national design specifications for wood construction latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED INA INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B• LOCKED AREA. residential s, commercial design . consulting UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 2. BEFORECOMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.Box1675 phone: (631)433-9084 BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown on architectural cross sections. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Southold,New York 11971 E-Mail: ssbn654@opton!ine.net 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, Kehl Design Associates,LLC.formerly D A K Associates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS, ��; //�� 7717. 7 ���ii/�F/�-7-7-7/� 4. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 5• b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across su ports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY therein, are the property of KEHL DESIbe GN ASSOCIATES, LLC. No part thereof shall OR DURING THE EXECUTION OF THE WORK. 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: copied, disclosed to others or used in connection with any work or project other than for which 6. 9 8. Desi n values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR 7. E = 1,600,000 PSI PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH Fv = 95 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. a. Laminated Veneer Lumber (LVL): 9 E = 1,900,000 PSI 4. NOISE AFTER HOURS: THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE Fv = 285 PSI DRAWINGS, AND ALL OTHER WORK THAT' MAY BE REQUIRED TO COMPLETE THE JOB. Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 10. B. EXCEPT LEGAL HOLIDAYS. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL KEHL DESIGN ASSOCIATES LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF HIS BUILDING. OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND KEHL DESIGN ASSOCIATES LLC. NO CONSTRUCTION THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER, WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND KEHL DESIGN ASSOCIATES LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 12. INCONVENIENCES TO THE OTHER NEIGHHBORS. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE USER SHALL IN FACT AGREE TO HOLD KEHL DESIGN ASSOCIATES LLC, HARMLESS FOR ANY RESPONSIBILITY I REGARD TO RESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR AN1Y SAFETY PRECAUTIONS(, AND PROGRAMS 6 SPECIAL SAFETY NOTES 13. IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAW( GS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USERS FAILURE TO CARRY OUT THE WORK IN OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCER AIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: RESOLUTION. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROV ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. NOT FOR ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 OIEESINGLE OR MU LTIPLE-AND MULTIPLE-STATION INAACCCORDATION ONCEKE ALARMS VCARBONELL AS WIH 2015 INTERNATIO ALDETECTORS RESIDENTIAL CODE SINGLE CONSTRUCTION UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NOTE: FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL CERTIFIED BY A GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sgft 130 (mph) C SEVERE 1 3'-0" IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERi:ATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, I PRESCRIPTIVE DESIGN AND MINIMUM CONCENTRATED LIVE LOADS 9 ALL STRUCTURES TO CONFORM WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE _ UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT OCCJPANCY OR USE UNIFORM CONCENTRATED SECTION 1609 WIND LOADS NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 10 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 USES(s) AND OCCUPANCY CLASSIFICATION(s) 25. RESIDENTIAL ONE AND - TWO FAMILY DWELLINGS (psf) (pounds) UNIFORM CODE SUPPLEMENT STANDARDS FOR EMERGENCY ESCAPE AND RESCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT _ �t OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS RESIDENTIAL R-3 (SINGLE FAMILY) UNINHABITABLE ATTICS WITH LIMITED STORAGE I. j, k 20 OF AN APPROVED IMPACT RESISTANT STANDARD OR ASTM E 1996 AND ASTM 1886 Ctl"x. 411 ' REFERENCED HEREIN AS FOLLOWS; NAILING NOTES: k 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET 9144mm OIF GRADE SHALL MEET THE ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL o 2 C1 ?,017 TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREAS 30 REQUIREMENTS OF THE LARGE MISSILE TEST OF( 144 E)199x. RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. �°�� TYPE GROUP BALCONIES (EXTERIOR) AND DECKS (e) 40 2. GLAZED OPENINGS LOCATED MORE THAN 30 FEET (9144r-nm) ABOVE GRADE SHALL 20NTNG ROA RF`� OF AP EALS MEET THE PROVISIONS OF THE SMALL MISSILE TEST OF ASTIM E 1996. V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS HEIGHT AND FIRE AREA STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF %6 INCH (11.1mm) AND All framing hardware shown On these plans, PROJECT: ONE - AND TWO- FAMILY DWELLINGS MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING unless otherwise indicated, is Simpson Strong-Tie. PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) OR HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4rnm, 1 SQUARE INCH = 645.16 mm2, 1 SQUARE FOOT = 0.0929 m2 LESS THAT ARE CLASSIFIED AS A GROUP R-3 OR R-4 OCCUPANCY. PANELS SHALL NO substitutions are approved or authorized. BRANCH 1 POUND PER SQUARE FOOT = 0.0479 kN/m? 1 POUND = 0.004448 kN, BE PRECUT SO THAT THEY SHALL BE ATTACHED TO FRAMING SURROUNDING THE HEIGHT. BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the relationships of framing hardware to THE VERTICAL DISTANCE FROM GRADE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED GUEST HOUSE PLANE TO THE AVERAGE HEIGHT OF UNLIMITED AREA e. THE CONCENTRATED WHEEL LOAD SHALL BE APPLIED ON AN AREA 4.5 INCHES BY WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENT SHALL BE DESIGNED TO the other components of the structure, any framing ADDING LOADS DETERMINED IN ACCORDANCE WITH RESIST THE COMPONENTS AND CL THE HIGHEST ROOF SURFACE 3 STORY 4.5 INCHES. hardware substitutions will render these plans =12'-4�/8" AS PER SECTION R202 THE PROVISIONS OF ASCE-7, WITH CORRISION-RESISTANT ATTACHMENT HARDWARE AS PER TABLE 506.2 null and void, and WIII result in the installer/con tractor RENOVATION OF THE INTERNATIONAL RESIDENTIAL I, UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE, BUILDING IS PERMITTED CODE UPDATED WITH THE 2016 BETWEEN JOISTS AND RAFTERS IS LESS THAN 42 INCHES, OR WHERE THERE FOR BUILDINGS WITH A MEAD ROOF HEIGHT OF 45 FEET (13,716mm) OR LESS WHERE assuming responsibility for the design and INTERNATIONAL CODE SUPPLEMENT, ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATION CAPABLE OF Vasd DETERMINED IN ACCORDANCE WITH SECTION 1609.3.1 DOES NOT EXCEED 140 MPF performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED 5160 INDIAN NECK LANE TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT TOTAL HEIGHT FROM RIDGE TO GRADE 15'-9Y4" J. UNINHABITABLE ATTICS WITH STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN PUBLIC ACCESS SHALL BE PERMITTED TO BE UNPROTECTED. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIRi=MENTS OF THE 2015 INTERNATIONAL RESIDENTIAL PECONIC NY 11958 THE JOISTS AND RAFTERS IS 42 INCHES OR GREATER, OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB CONFIGURATIONS CAPABLE OF ACCOMMODATING AN 3. GLAZING IN RISK CATEGORY II, III OR IV BUILDINGS LOCATED OVER 60 FEET CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. LUMBER SPECIES AND GRADE ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (914,4mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SCTM # 1000-98-04-23 THE PLANE OF THE TRUSS SURFACE ROOFS LOCATED WITHIN 1,500 FEET (458m) OF THE BUILDING SHALL BE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OR TRUSS PERMITTED TO BE UNPROTECTED. THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS ARE MET: DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER I. THE ATTIC AREA IS ACCESSIBLE FROM AN OPENING NOT LESS THAN 20 INCHES IN WIDTH 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) BY 30 INCHES IN LENGTH THAT IS LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC IS NOT LESS THAN 30 INCHES 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - GENERAL NOTES ii.) THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT GREATER THAN TABLE 1609.1.2 WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. STRUCTUAL PANELS a,b,c,d 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE FASTENER SPACING INCHES DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS (INCHES) NOTES: AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPETHESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL EX. CRAWL SPACE NA DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- DESIGN PROFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR EX. FIRST FLOOR NA BASED ANCHOR WITH 2 16 10 8 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NEW FIRST FLOOR NA INCH EMBEDMENT LENGTH r FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- NEW SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 SEAL: DATE: NEW BALCONY NA INCH EMBEDMENT LENGTH July 5, 2017 Y4 INCH DIAMETER LAGSCREW- LOFT NA OF NEW PROJECT NO: BASED ANCHOR WITH 2 16 12 9 C COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. �� Yo ATTIC Hou SE a NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH j coQ �1 0. gq� f 101 4-201 7 ATTIC (HOUSE)(b) NA ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �Q DRAWN BY: GARAGE NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. UNDER FEDERAL COPYRIGHT LAW. 0 -9AA BDK ATTIC (GARAGE)(a) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT ,k OF TABLE N1102.1 BASED ON THE CLIMATE ZONE SPECIFIED IN SECTION N1101.7 OF THE 2015 FOR SI: 1 inch = 25,4 mm, 1 FOOT = 304.8 mm, 1 pound = 4.448 N, 1 mile per hour = 0. 47 m/s CHECKED BY: BONUS ROOM NA WRITTEN AUTHORIZATION. r = INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. a. This table is based on 140 mph wind speed and a 45-foot mean roof height. n LU SCREENED PORCHES NA (SEE PAGE A102 FOR DETAILS). ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SHEET NUMBER: SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES, LLC. mac` 08186$ NEW DECK NA Fasteners shall be located a minimum of 1 inch from the edge of the panel. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE �� NA PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN RoFFss�oN G1 COVERED PORCHES c. Anchors shall penetrate through the exterior wall covering with an embedment COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. OLD GUEST HOUSE AREA 415 SQ/FT a minimum of 2Y2 inches from the edge of concrete block or concrete. Acceptance of these drawings does not authorize the right to build without OLD COVERED PORCH TO BE REMOVED 133 SQ/FT d. Where panel are attached to masonry or masonry stuccco, they shall be attached ///�� DOB NUMBER: OF NEW GUEST HOUSE AREA 133 SQ/FT using vibration resistent anchors having a minimum ultimate withdrawal capacity' the authorization of local governing agencies, such as Suffolk County Dept. /� ACCESSORY STRUCTURE NA of 1,500 pounds. Of Health Services, Town Building Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such agencies prior to (a) WITHOUT STORAGE construction. © KEHbDESIGN•ASSOCIATES,uc (b) WITH STORAGE j�j%����//��j%�/';!��//�i��%%:i°t✓�///l�/ ��.�,//% , SIMPSON STRONG-- TIE CONNECTORS SPECIFIED FOR CONSTRUCTION / / / _ MTS 2 0 TS , � / ri. USE A MINIMUM OF / / � DUUU TWO 8d NAILS THIS L 2 0 j ALLOWABLE LOADS LOAD / w _ i j SIDE OF TRUSS. PROVIDE (1) HGA10KT ON 1,2 FASTENERS LATERAL WITH /. , MODEL GA UPLIFT UPLIFT (133/160) 8dx1}" CODE TOTAL FOUR o SIDE OF CEILING JOIST � �� �' ND TO AVG REF. INTO TRUSS. o, AND ON SIDE OF RAFTER TO TO NAILS 8d NAILS - RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& STU ^_ o - TRUSS _ SIMPSON NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-UP WASHER H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND = - KEHL DESIGN ASSOCIATES PROPER INSTALLATION PROCEDURES i residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS x12 ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ART$$ e o o $" -� (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o PO.Boz 1615 phone: (631)433 9084 MODEL GA AVG y INTO ' •• u Id,New York 11971 a ULT. LFTA LFTA REF, o• � ` ° SO th0 E-Mail; ssbnb540optonline,net N0. MAX. LEAR PLATES WIDTHSPAN L QTY DIA 1�" 2 2�" 3' 3 1�" 2" 2}„ 3., 3 ° EIGHT 8d AILS Kehl Design Associates,LLC°formerly D A K Associates,LLC N INTO LFTA 16 2j" 17" 381"16-10d 4200 1205 1400 5, a4, 85 STUD OWNERSHIP & USE OF DOCUMENTS: - DOUG-FIR LARCH / SO. PINE °° These drawings and specifications including the FASTENER S2 ALLOWABLE UPLIFT LOADS3 MODEL L AVG 10d 10d x 12' CODE ULT. LFTA ° ideas, design and arrangements represented NO. 10d 10d x 14" REF. LIS TA 21 g property P (133 / 160) (133) (160) °° therein, are the ro ert of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be MTS16 16 14-10d 14-1Od x 14" 3116 1000 840 1000 3, 41, 128 0 Simpson Strong-Tie copied, disclosed to others or used in connection ° HGA10 ,° ° TTTT with any work or project other than for which MTS20 14-1od 14-10d x 1 " 3116 1000 840 1000 3, 41, 128 0 DETAIL "ice" they have been prepared without written consent. Zp } ARTg�"x12 0 °° I-ST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- + ° STU 5" DOUG-FIR-LARCH COUPLER NUT DETAIL i" Equal number of °o �SIMPSON TYPE OF DIRECTION SO. PINE CODEALLOWABLE LOADS REF. specified nails In °° TAKE-UP WASHER FLOOR ROC each end MODEL CONNEC- OF LOAD F 1(133/ NO. TION (100) (125) 1 160 Simpson Strong-Tie G 515 645 670 CS16 4,RT58"x12 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 STUDDEFLECTION DEFLECTION CODE MODEL MACHINE LENGTH OF BOLT 2,3 AT HIGHEST AVG AT HIGHEST REF. N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE BASE BODY a BOLTS ALLOWABLE ° HB SB W H B SO CL DIAS.e DESIGN LOAD DESIGN 0g GA GA QTY DIA 13•' 2' 2}" 3" 3}" 5�" LOAD THE RAISEDWHEN PLATOFF 0 0 0 HD2A 16 12 4,%" 21" 2J" 8" 2{" J" 1 „ �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 000 0 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS N0. AVG W L STUD PLATE ULT. (133)2 DF / SP (160) RDFE SP4 3A" 7J" 6-10d x 1}" - 2917 735 885 7, 40, 127 e MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA NO. y� L NAILS 10000R (133) (160) REF. °O°° WORK NOTES: LSTA21 20 1 21 16-10d 905 1205 1295 7, 40, 90 ° MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o GA W L NAILS FLOOR (133) (160) REF. N0• ,00 Simpson Strong-Tie STU g"- MSTA24 18 11" 24 18-15d 1025 1370 1640 i 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS SPACING RODE LUS46 EF. TAKE-SIMPSOUP WASHER NO. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 00• HD2A NOT FOR OF ROLL IN A ROW) NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CONSTRUCTION CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 11235 1 1650 121);" 1 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HIS USE UNLESS DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DN. - IR A H N ALLOWABLE E A ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GAW H B 1 6d HHEEADERSJOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. CNW- CERTIFIED BY A LUS46 18 3A" 4�" 2 4-16d 4-16d 6076 1140 1160 - 1000 - 1150 - 1250 7, 40, 127 DETAIL "I" HUS210-2 14 39" 9J" 2 8-16d 8-16d 6076 1755 2105 1650 1900 2065 1, 36, 84, 122COUPLER NUT PROFESSIONAL -FIR AR H . PIN ALLOWABLE LOAD ART "x12 STU g"- FASTENERS UPLIFT LATERAL CODE S I M P 8 ENGINEER UPLIFT MODEL AVG (133/160) REF. TAKE-UP WASHER N0. GA TO RAFTERS TO ULT.PLATES TO STUDS (133) (160) F, F. HGA10KT 14 4-SDSJ%12"' 4-SDSJ"x3'• - 1523 435 435 1165 940 160 USE A MINIMUM OF S P 4 0 TWO 8d NAILS THIS SIDE OF TRUSS. CNW- COUPLER NUT S P 4 C y e it ti E 0 TOTAL FOUR /. • 0 • SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS _ ZONING��T�T�D�J�ASK ��� INTO TRUSS. SIDE OF TRUSS. MTS16 MTS16 STU JON LSTA21 SIMPSON ANCHOR BOLTS TOTAL OFOUR /o HD2A TAKE-UP WASHER o Strong-Tie INTO TRUSS. LSTA21 HUS210-2 PROJECT: BRANCH OF1 S AILS of TO 0. GUEST HOUSE PLATES EIGHT TWO RENOVATION o 0 8d NAILS 8d NAILS ° INTO INTO ° DETAIL "A" STUD Simpson Strong-Tie PLATES °®ol H7 EIGHT IN NAILS ® DETAIL "D" DETAIL "G'" DETAIL "J" 5160 INDIAN NECK LANE, STUD Simpson Strong-Tie o H7 Simpson Strong-Tie LFTA ROD SYSTEM DETAIL "L" PECONIC, NY 11958 EFTA LFTASCTI�II # 1000-98-04-23 DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS NO SUBSTITUTIONS Ridge Strapping All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. BP RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 LSTA30 No substitutions are approved or authorized. DRAWING TITLE: V-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. Due to the relationships of framing hardware to the other components of the structure an framingIMP 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. p g p y SIMPSON WINDLOAD V-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer/contractor V-0" DEEP POOL x 10' DIA, = 68,4 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS I' ROOF AREA = 693 sq/ft / STRONG - TIE DETAILS I' NOTE: & ROOF DRAINAGE LTP4 V = A x R x c ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE CALCULATIONS AND A 693 sq/ft ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS LTP4 R = 2" RAINFALL - .17 ft ALL PLUMBING TO BE IN ACCORDANCE WITH STATE AND LOCAL CODES PLUMBING RISER DIAGRAM LTP4 C = COEFF. = 1.0 NOTEs: DETAIL "C" V = 693 x 1 x .166667 = 115.5 c.f. 3' TH R o u c H R o o ROOF THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong-Tie 2' PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ATL 115.5 / 42.25 VERTICAL FT. / FT = 2.734 V.F. FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE Floor-to-Floor Connections , „ DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR USE (1) 8 DIA. POOL 3-0 DEEP = 3 V. n' PLUMBING SCHEMATIC UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT i�l(�g StraPp><ng FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. POOLS TO BE PLACED ON OPPOSITE SIDE OF Detail .SEAL: DATE: LTP4 DETAIL "B" HOUSE AND/OR LEADERS TO BE PIPED TO F 3 2EoF NEwY July PROJECT , 2017 •�P� O LTP4 POOLS 1 2 OF THE ROOF TO DRAIN TO EACH 3" �.� 0. eq ��- 1014-2017 Simpson Strong-TieU POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC 2" 2 0 R�'I�A DRAWN BY: Floor-to-Floor Connections; SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). BATHROOM 41 -A BDK * CHECKED 2" 3.. .. SI K Vit_ , W EC ED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA 2' CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. WHERE TRAFFIC IS TO BE PRESENT, °� `rFp� 0819 ���'c? SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 2 2 2„ 1 st FLOOR �OFf'SSION� LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH IF MULTIPLE POOL SYSTEMS ARE USED G � THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. ON EACH SIDE OF THE HOUSE THEN 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) THEY ARE TO BE CROSS-CONNECTED 3.. tt�Z2/�� 3 4•• F.A. VENT 6" DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - NOTE: THIS IS A PRE-EXISTING ACCESSORY STRUCTURE COABOVE GRADE C.O, � 4•C.O. . , PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) THEREFORE IT IS NOT INCREASING THE RUN-OFF To scwA APPROVED JAMES J DEER�K�/OyS�KI� PE ON THE PREMISES. OUSE SEWERAGE SYSTEM o XMDESIGN't1JJl/V1t11�' ,11C 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) TRAP _ W AF A B A B 101 102 101 \ 102 KEHL DESIGN ASSOCIATES LLc residential & commercial design . consulting 34'-44 34'-44° PO.Box 1675 phone: (631)433-9084 15'-24" -7" 4'-32" Southold,Now York 11971 E-Moil: ssbn654@optonine.net CW14R A31 v A31 v AW351 Ke N Design Associates,LLC*formerly D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: FI-rovide 8"CMU ° Provide 8"CMU v Foundation on - Foundation on 0 o I These drawings and specifications including the - fo 16"x8" Conc. Ftg. `2 16"x8" Conc. Ftg. ideas, design and arrangements represented I therein, are the property of KEHL DESIGN 1 ASSOCIATES, LLC. No part thereof shall be �4 _2�„ 2,1 4, copied, disclosed to others or used in connection -6" -6" 5' 6$" 5'-6'a" -6" -6" with any work or project other than for which I � 4 Bm. Poc. 8m. Poc. Qo �x I 1, cO they have been prepared without written consent. ister Existing o ister Existin ° 7 ° I I I Existing 45 I I 17 T 24 I x it er with x6 Girder wit L N N N 2)2x6's � 2)2x6's � Bedroom I Sky I I ��• N Existing 4„ 8„ Lite Provide 8"x16" Provide 8"x16" cN TProvide 8"x16" Provide 8"x16" cN 4'° 4" �— Kitchen REV: Conc. Pier On Conc. Pier On `� Conc. Pier On Conc. Pier On `� cD Existing 2'x2'x1' Conc. 2'x2'x1' Conc. 2'x2'x1' Conc. 2'x2'x1' Conc. i- Lo 0 Existing (o Living Footings. Footings. X Footings. Footings. X Bathroom Room Provide 8"CMU w w Foundation on 16"x8" Conc. Ftg. — WALL TOLBE S VECSR ED= _ �AXL�BE:REMOVED L ° CW14R 0. Provide 8"' MU °'o Provide 8"CMU I Foundation on Foundation on 4 J N " 4" � � n 16"x8" Conc. Ftg. J 16"x8" Conc. Ftg. 4" 4 U r- 0 7'-24„ N CIO$@t 13'-21 o Provide Exterior door access to � r1o. ILL Crawl Space N CW14L LINE OF PORCH TO BE ENCLOSED FWG80611 (32"x16") CW14R � Provide 8"CMU � Foundation on 16"x8" Conc. Ftg. 2'-2g" -7�" 3'-1 1" 14'-24" 5' -93" 2'-8" $ 4 4 26'-7" 4' 3 44" 3 -g4" 26'-7" WORK NOTES: 34'-44" 3 A B A B 101 102 101 102 NOT FOR CONSTRUCTION EXISTING COTTAGE FOUNDATION PLAN COTTAGE FLOOR PLAN- USE UNLESSSCALE: 114"= V-0" CERTIFIED BY A SCALE: 1/4"= V-0" PROFESSIONAL ENGINEER 34'-44" -32'° 15'-21 8,-7„ -31, CW14 A31 A31 AW351 12 12 Existing 8+/- F 8+/- Roof 12 12 Existing � �V � � ��t�/ ���, Pitch Roof o New 2x4 Trusses by others 8+� 8+� PitchYvtll+t,E�CiAef%()1".I',r'f Fly[ New Asphalt Roof Shingles New 15# felt New 2x4 Trusses by others New 3/a" Roof Sheathing New Asphalt Roof Shingles PROJECT: New 15# felt 14 I 2 4' I New 3/4" Roof Sheathing - x i„ R-49 Spray Foam Ins. BRANCH N � Existing X45 a 1 7'-24 N R-49 Spray Foam Ins. GUEST HOUSE Bedroom Sky Existing c- Plywood Soffit � Plywood Soffit IIISky Kitchen R 21 Spray Foam Ins:( R-21 Spray Foam Ins. o L18" R&R Red Cedar Shingles 3 3 RENOVATION CD Existing i o 2x4 Top Plates Plywood Sheathing o I o 2x4 Top Plates � - EXIStIn Typor House Wrap �°� ° Bathr m (D Living i� I Plywood Sheathing 18" R&R Red Cedar Shingles Plywood Sheathing Room Y2'CDX Sheathing o CD I o I �a') 18" R&R Red Cedar Shingles 2x4 Studs @ 16"oc. ' � 5160 INDIAN NECK LANE, vaAttTo�E VES oREMOVED= _ LBEEM 7Y4"LVL Floor Joists @ 16"oc. 2x4 Shoe PECONIC NY 11958 CW14 LVL Box Bm. 3/4" SubFlooring 3/a' SubFlooring 2x6 ACQ Sill 2x6 ACO Sill Shoe 3/4" SubFloor ng 2x4 Shoe 2x6 ACO Sill SCTNI # 1000-98-04-23 � N x oor oists oc. 5/8"x 18"Anchor Bolt 32"oc. 5/8"x 18 Anchor Bolt 32"oc. x oor ois s oc. 5/$"x 18"Anchor Bolt 32"oc. U Dinnette 2x6 ACID Sill 2x6 ACQ Sill � R-19 R-19 Existing 'Existing (3)2x8's (3)2x8's DRAWING TIl LE: 7'-24" N Closet 13'-24 _0 5/s"x 18"Anchor Bolt 32"oc. Girder Girder 5' N Provide 8"CMU Provide 8"CMU CW14 LINE OF PORCH TO BE ENCLOSED FWG80611 CW14 Ft Ft Foundation Foundation AS NOTED Provide 8"CMU 16'x8" Conc. Ftg. 16"x8" Conc. Ftg. Foundation on Provide 8"CMU Min. 3'-0" Below Provide 8"x16" Min. 3'-0" Below 16"x8" Conc. Ftg. Provide 8"x:16" Foundation on Final Grade Conc. Pier On Final Grade Min. 3'-0" Below Conc. Pier On 16"x8" Conc. Ftg. 2'x2'xl' Conc. 2'-03" 1'-87" 3'-11" 13'-84" �'-34" 2'-8" Final Grade 2'x2'x1; Conc. Min. 3'-0" Below Footings. $ Footings.. Final Grade NTH SE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE 3'_94" 26'_7" DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CROSS NEW CROSS SECTION PROSECUTED TO THE FULLEST EXTENT OF THE LAW CONTRACTORS SHALL VERIFY ALL A B FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE 34'-44" DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN DR SCALE: 1/4 - 1-0" SCALE: 1/4"-11'-1 192 UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. SEAL: DATE: Patio Area Patio Area July 5, 2017 Top Of Patio Flush With Grade Top Of Patio Flush With Grade �,OF NEW),o PROJECT NO: O. B,qR 'Q+ 1014-2017 'Qy DRAWN BY: * * BDK EXISTING WALL OR FOUNDATION . I CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE O� SHEET NUMBER: COTTAGE FURNITURE PLAN 8r WALLS PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT X81868 AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE ILIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ROFEss► SCALE: 1/4"= 1'-0" OL NEW WALLS TO ENCLOSE THE PORCH THESE STANDARDS, T-HE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE Al 1. AF&PA WOOD FRAMED CONSTRUCTION fvIANUAL (WFCM) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. l�/z2 DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD—FORMED STEEL_ FRAMING — Acceptance of these drawings does not authorize the right to build without the authorization PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) of local governing agencies, such OS Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p KER-DERGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction. I �LLI 12 Existing KEHL DESIGN ASSOCIATES LLc 1W�1 8+/_ Roof Pitch residential & commercial design • consufting 111111 Hill 11 11 1 11 11 1 1 11 11 111 1111 Hill lll � III I 111 11 111 11 I I u uu�u��uL��uuu W J1 ���1J_LJ_ VIII IJ_LI I I I I I U I I I I�I I I_ uI P0.Boz 1675 phone: (631�433-9084 Southold,New York 11971 E-Ma1: ubn654@op1on1ne,net rn -1 ILI KeN Design Associates,LLC®formerly D A K Associates,LLC t —1L 11 77771,7' 7 o —I[—]— LIL OWNERSHIP & USE OF DOCUMENTS: LLL These drawings and specifications including the CW14 CW14 F 611 CW14 M:ffiideas, design and arrangements represented 11 11L�ll therein, are the property of KEHL DESIGN OE DO I I I ASSOCIATES, LLC. No part thereof shall be -LLLLL=77TTTT:T -JI LLiLLLLlLcopied, disclosed to others or used in connection U ELI with any work or project other than for which LIL-LI 7171-11 FFIF] LM they have been prepared without written consent. REV: MEW WEST / FRONT ELEVATION_"_ , " EXISTING SOUTH / SIDE ELEVATION SCALE. 1/4 - 1-0 SCALE- 1/4"= 1'-0" LLLU Ll Existing 12 LL IBJLiLL11 Roof 8+/- LLL LLLLLPitch X WORK N01 ES: IL 45 Sky Lta 31 31 3 1 NOT FOR CW14 CONSTRUCTION I USE UNLESS LU CERTIFIED BY A H11 11111 11111 PROFESSIONAL ENGINEER R NEW EAST / REAR ELEVATION 1 � EXISTING NORTH / SIDE ELEVATION SCALE: 1/4"= 1'-0" SCAL : 1/4"= 1'-0" 4, ` Cmt�Ra PROJECT: Br VMNCH GUEST HOUSE RENOVATION 5160 INDIAN NECK LANE, PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL RESIDENTIAL CODE PECONIC, NY 11958 N1102.1.2 (8402.1.2) Insulation and Fenestration Criteria SCTM # 1000-98-04-23 The building thermal envelope shall meet the requirements of Table N1102.1 based on the climate zone specified in section N1101.7 DRAWING 11TLE: N1102.1.2 (8402.1.2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT° CLIMAZONE TE FIENESTRU FACTOR U-FK AC ORb FENESTRATION R VGLAZED ILING WOOD MASS ALUE FRAME WALL WALL , R VALUE BAWA�L.L�c SLAB d R VALUE SPACE AS NOTED SHGC b,e R-VALUE R-VALUER-VALUE &DEPTH R-VALUE 4 EXCEPT MARINE 0.35 0.55 0.40 49 200813+5h 8/13 19 10/13 10,2@ 10/13 NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE For SI: = 1 foot = 304.8 mm PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL a. R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE than the label or design thickness of the insulation, the installed R-value of the insulation shall not be less than the DESIGN FESSIONAL ASSUMES NO LIABILITY FOR OMMDUE TO UNKNOWN OR R-value specified in the table. UNFORESEEENENFIELD CONDITIONS AND OR ADDITIONS BASEDD UUPPON COMMENTS NOT P FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. b. The fenestration U-factor column e>ccludes skylights. The SHGC column applies to all glazed fenestration. EXCEPTION: Skylights may be excluded from glazed fenestration SHGC requirements in Climate Zones 1 through 3 where SEAL: DATE: the SHGC for such skylights does not exceed 0.30. July 5, 2017 PROJECT NO: c. "15/19" means R-15 continuous insulation on the interior or exterior of the home or R-19 cavity insulation at the OF NEW interior of the basement wall. "15/19" shall be permitted to be met with R-13 cavity insulation on the interior of the �P,�E y0 1014-2017 basement wall plus R-5 continuous insulation on the interior or exterior of the home. '10/13" means R-10 continuous � O. Sq� 'Q.f- DRAWN BY: insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. O� �'I�A ' BDK * -{ * CHECKED BY: d. R-5 shall be added to the required slab edge R-values for heated slabs, Insulation depth shall be the depth of the DESIGN CRITERIA AND CONSTRUCTION TO EET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL r= footing or 2 feet, whichever is less in Zones 1 through 3 for heated slabs. CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2017 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE n �W SHEET NUMBER: e, There are no SHGC requirements in the Marine Zone. AS AN ALTERNATIVE TPROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT O THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE 081868 LIMITATIONS OF THE THIS CODE AND THE (;IMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �''°R P�'� A201 f. Basement wall insulation is not required in warm-humid locations as defined by Figure N1110.10 and Table N1101.10 THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE OFESSION g. Or insulation sufficient to fill the framing cavity, R-19 minimum. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. h. The first value is cavity insulation, the second value is continuous insulation, so "13+5" means R-13 cavityinsulation 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) plus R-5 continuous insulation. �� 2'z-�/� DOB NUMBER: OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - Acceptance of these drawings does not authorize the right to build without the authorization i. The second R-value applies when more than half the insulation is on the interior of the mass wall. PRESCRIPTIVE METHOD FOR ONE-AND TWb FAMILY DWELLINGS (AISIS-230) of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such p M-DESIGN•ASSOCIATES,uc 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) agencies prior to construction.