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Caffery - 1270 Village Ln
o Edward Webb,Chairperson af, • Town Hall Annex Anne Surchin,Vice Chair �I41 �.�©� 54375 Route 25 Donald Feiler PO Box 1179 James Grathwohl Southold,NY 11971 Robert Harper Fax(631)765-9502 James Garretson Telephone: (631).765-1'802 Joseph McCarthy www.southoldtownny.gov Tracey Dwyer,Administrative Assistant Town of Southold Historic Preservation Commission Wednesday,April 10, 2019 RESOLUTION #4.10.19.1 Certificate of Appropriateness RE: 1270 Village Lane,Orient, SCTM# 1000-25.4-4 Owner: Kathy Caffery RESOLUTION: WHEREAS, 1270 Village Lane, Orient,NY is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7 (b) of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of the approval of an Amendment to Building Permit#42475, and, WHEREAS, the applicant is requesting permission to reconstruct a now demolished barn, and, WHEREAS, a pre-submission conference was held regarding the matter on February 5, 2'019, and a public hearing was held on April 10, 2019. NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Harper SECONDER: Vice Chair Surchin AYES: Chairperson Edward Webb, Commissioner Garretson and Commissioner Joseph McCarthy. RESULT: Passed Unanimously Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Tracey L Dwyer,Application Coordinator for the Historic Preservation Commission Date: April 12,2019 FORM NO. 3 TOWN OF SOUTHOI..D BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January.17 2019 TO: Kathy Caffery 1270 Village Lane Orient,NY 11935 Please take notice that your application dated Jaiivary 17,.20:19: For an amendment tope -#4t:7 re irc.tta a,bara3 tc�rec�«iistruct.a tinti°de�iicalislled 1��ri�at Location of property 1270 Village Lane, Qric io it N�Y County Tax Map No. 1000---Section 25 Block 1 Lot 27.5 Is returned herewith and disapproved on the following grounds: The amendment-is not permitted_pursuant to Pursuant to Section 170 of the Southold.Town,Code. The': raposed coristf.Wbti0g is suiaiect.to Hktofic Pr�servatioh Q6qji 6Nal. t Authorized Signature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc:File, HPC Subdivision Filed Map No.. _ Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy — b. Intended use and occupancy 3. Nature of work(check which applicable):New Building - A Mitt rl• Alteration Repair _ _.._....._.....p _Removal Demolition Other\�ork �1i( }jC� \\ --r �Descfiption) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number dwelling units _ Number of dwelling units on each floor If garage, number of rs 6. If business,commercial or*tntxt;d occupancy,specify nature and extent of each type of use,_ 7. Dimensions of existing structures f iy:Front. __--Rear.- _Depth Height Number of Stories Dimensions of same structure with alterofa'ti ns or addi' s: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:ier.Wstories t Rear Depth Height _ _ 9. Size of lot:.Front Rehr epth 10.Date of Purclr• Name of Former Owner 11.Lo or use district in which premises are situated r 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_____________NO x 13.Will lot be re-graded?YES_____NO____X__Will excess fill be removed from premises?YES NO-.y 14.Names of Owner of premises Address Phone No, Name of Architect Address Phone No Nameof Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a fieshwater'wetland?*YES NO *IF YES,SOU'THOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRF.,D. b.is this property within,300 feei ol'a tidal wetland?*YES NO X _ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 1$.Are there any covenants and restrictions with respect to this property?*YES NO\' *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF } being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the —..__......_......._ ......... ._.. _ _.._...---- (Conu'a tor, Age ,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn�.�before me this f }- day ofyYll .1 20 /5 ATRACEYL,DWYERC ~o!i✓''f 1J Qz ._ Q NOTARY PUBI IC,STATE OF NWAUygp;r x . Notary Pub i No.61OW6306906 Signature of Applicant/ QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 3o,,2002- i a i }g. _ r_ . i qq r. i i I I i i q e k . a rsa ax:�am-aa�zm:r_n ex..�a xr,-'s:_a.�.�>r-.a r��:x�-s s��s a-x',r_s sem',a�`�:.�e�.as:�r:a.:� m.. .._. _.�n c'-a:>r.�aM.�..�:um.•;�s ,sa- 011, rx ;.�..:..-..:,..o:rx....�..®r..<.:•,.s.._M..,:;.e.:.:.�;:,�:;�.::- :�%:w-..v,»,.s c.;.r,.Y,'.:,..: __ _ _ _ .,,:.•.�.�...:®,-a.�.:.aec.•�<..az+�ze.sia-.:�:rWc...:�.+:,>.. i;' •� i i E a i- i i • � .._ � �;�,�...»—'^"!._ -.-..-tel Y..- �.__.+Y.1.-._ ._._._....._.�-_ ,.>.E[G�S--. ` _ _..., _.. _.._-.._... f T� —I.�—lei 1 I-I I I-I D 0 :V Z O U FOOTING SECTION > W W U- EXISTING EAST EI_EVA i"ION W 06 Caffery Barn Specifications (In Kind Restoration) 1. Secure&stabilize exterior walls with temporary bracing as required. 2. Clean up interior&exterior for construction. z 0� w z , 3. Repair&replace as required roof timbers as required. Q g rn 4. Remove asphalt roof(asphalt shingle)&siding material(verticle pine boards). w S. Repair&replace as required all wall framing&sill members. g z 6. Repair&replace as required concrete foundation. LW > w 7. Secure existing exterior vertical boards to barn structure with 1 Y?ext.deck screws. LL oD E 8. Apply rough sawn N"x 8"T&G pine board with 1%_"exterior deck screws.Use SS 3 penny U ' O I nails as req'd. tT;a 9. Replace all trim(corners,window&door trim)with M"x 6"pine trim. 10. Stain 2 coats exterior stain to be approved by owner. U) w i 11. Repair or replace all windows with wood divided lights barn sash&wood trim. U ¢ z j � w J i 12. Replace exterior doors&hardware. D x= 13. Add.Alternate:Install 40 Amps.Branch service with interior&exterior lighting&outlets. c=) g a m v y7- p g g r' 14. Repair&replace interior floors as required;,both wood&concrete slab. ¢ ¢ 15. Clean up interior&site. � v (7 16. All materials used in the repair of this structure will be"in kind". °O l TOW.!l� OF SOUTHO!B HISTORIC PRESERVATION APPLICATION Meetings are on IM thi Month aE a.-Uu Main Road, Southold, NY- AlI applications must have a representative at the hearing in order to be re- viewed. (questions? Cali Historic Preservation Commission (639) 765-1800. Date: - A( Property Address: Owners Name: Sections of local laws authorizing review by the Historic Preservation Commis- sion of proposed work on designated town landmark properties are in Chapter 56 of the Southold Town Code. Categories of Proposed Work 0 Repair 0 Storm Windows & Doors 0 Alteration 2 Additions&other O Painting new construction - 0 Roofing • Signs Please attach a detailed description of the proposed work to the application. At the earliest stage of planning of the proposed work, the applicant-should contact the Chairman or Secretary of the Commission in order to establish a dialogue of the proposed work. 1 understand and agree that no work on this request shall commence until written approval has been given by the Building Inspector if a Building Permit is requked. Owner's Signature: r�h,� 6 Note:Applicants should review Co;nmissior, Standar da before planning work to insure that the application conforms to these requirements 9. APPLICANT Name: Address: _ U. / 1G» Telephone/email/fax 2. PROPERTY Owner's Name: / Address: �2,n A)V 111V Telephon e-ma]Yf 3 /)A.3 Z-*'61. Tax Map Number. / 0(00 Date Acquired by Current Owner. l /D • Status: Local Landmark(j In Local mark District On National Historic Register or in NHR Di t () Use: Current: ,1�, Proposed: /� 3. PROPOSED WORK Scope of Work: -� Reason for Work: CAIS � Architect(Engineea. Contractor: •� Construction Schedule: ssvfotkc TOWN OF SOUTHOLD BUILDING DEPARTMENT " TOWN CLERK'S OFFICE o .► SOUTHOLD, NY mai � t BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 42475 Date: 3/22/2018 Permission is hereby granted to: Caffery, Kathy PO BOX 392 Orient, NY 119570610 To: repair (in kind) an existing accessory building as applied for. At premises located at: 1270 Village Ln., Orient SCTM # 473889 Sec/Block/Lot# 25.-1-27.5 Pursuant to application dated 3/8/2018 and approved by the Building Inspector. To expire on 9/21/2019. Fees: ACCESSORY $100.00' CO-ACCESSORY BUILDING $50.00 Total: $150.00 Building Inspector Town of Southold 12/27/2019 53095 Main Rd A ` Southold,New York 11971 6311-769-1002- °�1Q�r 0 Vu. ' 2rr�SftY(Y COMPLAINT To-, Caffery, Kathy Complaint M 2015-533 PO BOX 392 StC7Ci`v11#, 25.-1-27.5 Orient,NY 119570610 Follow. -Up Inspection Date- 1/1/1900 Location: 1270 Village Ln PLEASE'TAKE)NOTI(C)E,a complaint has been.registered against the location described above, in that the.above' named individual(&) did commit or permit to occur the following offense: has open building permit was posted for unsafe premisew/ -� F0. Building Department to handle. This condition constitutes a violation of* When on 9/11/2®1891 did observe the following- This property will be re-inspected for compliance on: 1/1/1-900 Damon Rallis STIRVEY OF PROPERTY S.IT,YA7.r,' U ' fir ORIENT \. A r- � ' . U�'rFOLK .+Jf�NT�f NEW '1 . err rAX .ria, + a-. ,V. 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"3> �. � 7.: ice. /m•' :;" \ /{• !t':Jj i!'A4itET N•1FfLtgCn\02.NPknAR T� - � rpt :i? uE.54n4E�;�'.j�l^,tk.t'�AM OC rr( yry SSP'A 720. 1�iH!'hEw x:Jea s:�II Corwin � •p- i.+ , i��`7'�1,('� �t�e: �xr_• Nathan Taft LU ,aov s�ra'vi+�a�as��r�i,te -+• r5-+:P£ia.,� s A Prn Land Surveyor "WY¢SSCP i�F.Nf..."J+eL'i•iUv '.:t• ,�. ll+•- l�v t uticr;a i�E Pglxiciy rpz M.y,�swa,Lr '-•, a y�� � `^^-••-:r+,' '' y'• CS•'.'!i3',l'k'fA nlltl�.•.ttS Awn Tr2• V TGIF Rrl'n71Yt ro^,/i!i:t%23TAu,ac�ff+csunJl,NJi„l!: . �fi3-"' S'r'�1 S•uf � ,F;rrrtc ntiaalNnllrl uf'Sfro rChCGta,viP 2I"uc(iFh COYa::t �„ w I �""" •",�,~ fy¶li 15Yiyft;'�,'g)Ic 114[eih1lPI 6�Liit- 1 rmny.cF,Fr¢ (6:11)73%•-20!'ilt 1,0 (n3.t).)�i•...;777 EKS=y (W?7CVs tcracn ae vxmss " ,I Ct6 =91ST V, QF IM"Als W WAY 15dt•U,iA R.w ".rn a4x•ib �r _ .. .. �11N/JP G13'J,GYf$Q%PECONE.IF .,n'.;�r2'i�.a:l tpw YQf,j'{.)4i' _ Ju:tdy?pCl,{LTi i7:4 L}967 .� ' L �1NY.440,E.27a>,:XW wQT Vt)i/l•INPGEP. 99 .l�7 �� tg � I l l T t t rst. i t � • c � F � x�r �rC• r t cif �7 -r i-'Y r. , ��^��'Awa• +�� `3�i rrlar,:t.,:ft., 't rrr"�i,.�. i alr��i"3:t, `�'�'�,: a;i� ��r �<�r��T ? �s,a.,• -� -- �`" "I;'-, �.trT',t.x"r�-St. `l�, tr7;t�Yrir, f:�.,.Y"rr1 c�t'•t..sr '�Ix�i-'". t .r 'r:- t ftp 9� d -- -- �CT 3,�,y i I rr�''I`r. T�r� r:>��r a t �I'�`�l '�- _" .l ;F• �_`r'� , 4.r r l: I'-Ir_ a I�,rt' .�:L��.,, �-r f�Ca`'-I `.r• �,. ItJI. ��T �tr. ��a• ��-�� 1 fr�.��t t [r1�'r�`]=j'I 75:f J �`�71J l'I -Ix�''yT- ' „k�`TL,1. { 71 ji 7! 741- EXISTING-EAST ELEVATION 1 "M ILi.E iia Ff V Lu UL STORAGE GARAGE �. s�::•o�, 1'. .EXISTING BARN FLOOR,PLAN d N 7 FOOTING SECTION .. CL EXISTING EAST•ELE'VATION Cafteial.BaM.SRecifica ons fin @tangy est ation .:2. than up 11"terlar.a fex" r dor gcoosta uce"u 3. ftpair&rephave,as required vaxs'f'rdmben as requubed. 40 Aefflwe.awphalt rand "a Mterlai liveftle fpino hoards; 5; d3edoadr�ra�9aie a�a+e��a aU�rv�dU d�rradra�'�sldd u��e�raelbrtrs; .• �" fFFBe�SaUv u voce os rrequa ,aorm�re' daus udatrdoaaLu7; 5eture a sr a ery.ar vertkad boards toban aft ctore vAth I W extdeck strews. LL u� ' :flymu&s o M"it•V T,8,Gpine board Wgi 1,YP exterIorr deck acrrewsv Use SS 3 pe q� ".IRs as Ir""O. y 'R*s t Repaooe 890AAM Icarners,'svin +&,door trim)M''dtsX 6p*,'n a tr1m; '.' .dd;Stahn 2 ooeh rextaAar s lA do be,approved by roWwee. 'U. Repair or refphee aii%dwdo'ws-4th wood dM&d DSW barna:saalh awo d trim ' z :.YY rs 11 f9eplace oxtegor doors hardware, ll Adds Mematet drssWI 40 Amps.(f3 abeh 4eMdx6. da koterdar&eMwl*r flghta akftwts; R s.a: ;..• ,tat RIRPadr S o+ PRactirotar3or floors as wefgfuOred,[both wood cancrete alalh p, _ IS.Mean updrp'teftr s3ta; � I MMratair�i�s assay duaBP�autpa6r d�'a�1s str�bame u�u94d ���a�daud" =Town.of Southold; NY Thursday,August 16,2078 Chapter 2*8®o Zoning Article 111. Agricultural-Cons ervation (A,-Q District and Low--Density Residential --809 Rm1209 R-20® and R-4®® District § 280-150 Accessory buildin -s and structures. Amended 4-10-1990 by L.L. No. 6-1990; 7-17-1990 by L.L. No. 14-1990; 2-5-1991 y L.L. No: 2-1991; 12-22-19.92 by L.L.-No. 33-1992; 1-16-2007 by U-No. 2-20.07; q.- . . 22-2008 by L.L. No. 3-2008; q_-2q.-2o18 by L.L. NO. 3-2018] In the Agricultural-Conservation District and Lour-Density Residential R-8o- R- 120, R-20o and R-400 Districts, accessory buildings and structures. or oto er accessory uses shall be located in the required rear- yard., subject to the following requirements: A. Buildins with a flat or mansard roof shall not exceed 16 feet in height and shaiI be set back at the minimum required-for a sloping roof. B. Buildings with a sloping roof shall be-subject to the following height and setback limitations: Minimum Setback for Lot Size Maxim' um Height Side-and/or Rear Yard' (square feet (feet) feet) [Less.than 10,000 18Lesthan 10,000 —20 _5 Less than 1 oy000 *2 10 10,000 to 19,999 18 5 10,00o to 19,999 20 15 10,000 to 19,999 22 20 20,000 to 39,999 i8 10 20,000 to 39,999 2.0 . 15 202000 to 39,999 22 20 40,000 to 59,999 22 15 60,000 to 79,999 22 20 80,000 and over 22 25 https://ecode360.com/print/SO0452?guid=5162169.&children=true- 112 } 1 F l gg� op h 17 17 i w f � i _ ; ;i. � lx 1) s • { , w s � r e . a 'tel ;,• esu^•.-� r i Y, ..il t r. i µ i- � y'M "Althouggh using the sane kind. of material is always the preferred option, substitute material is acceptable if the form and design as well as-the substitute material itself convey the visual appearance of t e remaining parts of the feature and fts--h—.'— "Following h_"" ollowing repair in the hierarchy, ,guidance is provided for replacing an entire character-def g feature with new material because the-level of deterioration or damage of materials precludes repair' "Like the guidance for repair, the preferred option is always replacement of the entire feat-re in kind, that is, with the sane material. Because this approach may not always be technically-or economically' feasible, provisions are made to - consider the use of a compatible substitute ria-l." "Some exterior and interior alterations to historiebuildingg are generally needed to assure its continued use, but it is most important t.hat such. alterations do not radically change, obscure, or destroy character-defining spaces, m-aterlals, features, or fmishes." DeFio, Valerie From: Parker Gary <gp3950@gmail.com> Sent: Friday, January 04, 2019 11:59 AM To: DeFio, Valerie; Anne Surchin; donaldfeiler.architect@gmail.com;James Grathwohl; JAMES GARRETSON; Robert Harper;Webb Edward W. Cc: Caffery Pat Subject: Public hearing for 01/15/19 "Work Session" @ 4:00 PM in the "Annex" 2nd floor conference room Attachments: Pasted Grap hic-l.tiff, CafferyBarnPlan-SpecsElev-03bbb.pdf I am asking to be put on the agenda of the 01/15/19 "Work Session" @ 4:00 PM in the "Annex" 2nd floor conference room to request an Administrative Approval to continue work on and regarding barn @1270 Village Lane, Orient SCTM#25.-1-27.5 . SHPC January 4, 2019 re; Barn@ 1 270Village Lane Orient SCTM# 25.-1-27.5 Fellow commissioners: I come to you today not as a commissioner but as the agent for the owner regarding the above address and building permit #42475 dated 3/22/2018 which was brought before the commission on 3/20/2018 and stated in the minutes of that meeting as "Application Coordinator, Damon Rallis, explained that an application had been made to the building department to make "in-kind" repairs to the "Caffery Barn" 1270 Village Lane, Orient and noted that such work is exempt from commission approval." A complaint was made by the neighbor to the west of the above mentioned barn that the barn was falling down and in general disrepair and unsightly. On 9/12/18 a notice was posted on the barn by the ordinance inspector stating a violation of"Chap.100 - unsafe building 4C". When these complaints first came in the barn had a large tarp covering what had been the roof and the rafters where fallen in. If new tarps were added it would run the risk of accelerating the deterioration that, in my opinion, had been going on for more than forty or fifty years. The barn could not be supported properly due to the neighbors fence. The barn was inspected by the ordinance inspector, the building inspector, the owner, the general contractor and myself. We all agreed that it would be very difficult and unsafe to save much. On the day the work was to begin I told the building inspector that much of the barn had fallen down or was falling down. Building permit 442475 is based on a detailed set of plans. In order to continue with the renovation the building department asked that the plans be revised to show the foundation detail and state the overall height of the barn when finished. (Note: Original barn is twenty feet high. See attachment Page 3.) The building department also asked that the Cormnission review the changes made for the "in kind" application for your Administrative approval. i I am hopeful that you will approve the changes on the plan so that we may continue the job of replacing an old barn "in kind" and as per plan and as it was originally built. Thank you for your consideration, Gary Parker Agent for the owner cc: Pat Caffery 2 GOWN OF SOUTIA'OLD BUILDING PERMIT APPLICATION CHECKLIST 3UILDING DEPARTMENT Do you have or need the'ollowitg,before applying? TOWN HALL Board of Health 3OUTHOLD,NY 11971 4 sets of Building Plans FEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 4 survey Soutlioldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C,O.Application Examined, LFlvz Single&Sepdraa Truss Identification Form Storm-Water Assessment Fofin MAR 8 2018 Contact: Approved 7"'20 Disapprc;%ed-t'-J 'Phone,: Expirafica -7 t 20,- ding't cuclina 11�qspne APPLICATION FOR BUILDING PER-MIT Date_ .20 INSTRUCTIONS Jj a.This application MUST bp,completely filled in n by typewriter or in ink and subtili.fted to the Building Inspector with 4 sets of plans;accurat6.plot plan to scale..Fee according to Seh e&:e. b.Plot plan showing location of.lotand of bluildingsOnpremises,relationship to adjoining premises or public streets,or areas,and waterways. c,The work dovered by this application may not be commenced before issuance of Building Permit. d..Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shal I be kept on the premises available for inspection throughout thb*woik. .I e,.No'building shall be occupied or used in whole of in part for any purpose whai so ever until the Building Inspector iss,ief OoA41`iodte!6'f,0ccupa.iicy. f.ttVeify bdild(ng,permit shaiiiY.tpWifdko-41;ai-k•tintliorized-has 12=sn6fiths after the date of, issuance or has n6t1been.cbdipletdd withm'�`$`ja4tfls4om*.suoh date.If nqzoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the e-xtension'of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICA-ITON" IS HEREBY MADE to the Building Pepartment for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition.as.herein described.The applicant agrees to icomply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections, L (�� �Ic ri 1 1'► -(Signature otlipplicant or name,if a corporation) (VK (Mailing addr,sofa licant) 5.0 ..I /6� c engineer, eneral "E J e'%`ent,6cQqtv"' '1 9 W el Wu Sta e ��i�p)I%A o e to in Pta cqo r,'d cian, 4abAr 0 Name of owner o I f premises �<Atk�i f (Ag on the to roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No., Electricians License No. Other Trade's License No. 1. Locatign of land o)i wVch proposed work will be done: pu House Number Stfeet County Tax Map No. 1000 Section _Lot Subdivision Filed Map No. Lot 2. State existinguse and occu ac ofpremises-and p � y intended us and occupancy of proposed construction: a. Existing use and occupancy ;S�©2 AG F A IRW I b. Intended use and occupancy 3. Nature of work(check whichlapplicable):New Buil dutg Addition Alteration Repair,�,_Rcmoval Demolition Other Work_ { (Description) 4. Estimated Cost !� 0--e> �• jJ���` Fee r-; �(T,'be paid on filing this application) 5. If dwelling,number of.dwelli ig units r i �uinber'of dwelling u.riiion each floor If garage, number of cars U 6. If business,commercial or.m 4ked occupancy,specify nature and extent of each type of use. 7. Dimensions of exis�'ig struct l res,if any:Front F ,.,,y,i„Rear. 3 Q ( Depth -.-40 3 �r Height ' *r +" i g j Number of Stories) i I/ Dimensions of same structure with alterations or additions: Front 30 ! Rear Depth ?.p' ?N J Height / $ Number of Stories_ f 8. Dimensions of entire new con I-tniction:Front /Uiq Rear Depth Height I Number of Stories i r• 9. Size of lot: Front5 Rear. 67 Depth /50 10.Date of Purchase XA ` Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO I 13.Will lot be re-graded?YES NOAWill excess fill be removed from premises?YES NO 14.Names of Owner of premises K GA Ff fG t Address po L Phone No. Name of Architect .-G ft Addres's 9q MN ¢A home No q t j• l H 4 • 1k- q Name of Contractor ; Address Yoh° Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*.YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at anYPoiitt on roP"ertYis at 10 feet or below,must provide topographical data on survey. 581.Me ther6 arry'cbv na4ts'4rid rsstrieftions fi respect to this property?*YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) S S: COUNTY OF� . NMF--i� be'6t my sworn,deposes 4rid says that(s)he is the applicant (Name of indivWal signing contract)above named, (S)He is the_ `— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20� 'TRACEY L DWYER ! .. flat 4�Z NOTARY PUBLIC,STATE OF NEW YORK K Nptary,PuO:o1 DWG3ma OUALIFlEO IN SUFFOLK COUNTY Signature of A icant co%iMiSSION EXPIRES JUNE 30, � GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATIONr & CONSTRUCTIONC 0 'N" T R A C T 0 R N 0 T E r S1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, 2015 INTERNATIONAL � . _ ImoGeneral Notes: RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. !rsa . ✓„ GENERAL NOl"ES: Woad: lel ,liAt 2• FIRE SAFETY: a 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. j� � 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 IN A KEHL DESIGN ASSOCIATES LLC INTERNATIONAL RESIDENTIAL CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT, FIRE DEPARTMENT RULES AND REGULATIONS, B LOCKED AREA. residential & commercial design • consulting 2. 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 BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF� 4. Pre-manufactured trusses., BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, a. All trusses shall be "shaped" as shown architectural cross sections. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH PO.BOX 1675 shall phone: (631433-9084 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 11911 E-Mail: ssbn654§optonline,net 0 � 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. 5. Erect and brace trusses in accordance to truss plate institute recommendations. Kehl Design Associates,LLC•formerlyDAKAssociates,LLC SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ��/.�%'I%////"///i'r7/,.�%�/"..%!%Z,/'/J77 -/r/rr�;ror�-it/7�„r,'nr°l/r!%7>;i"� �.+ 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS of LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 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 sans with rain of face I s across supports THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED y g p g P y PP CONSTRUCTION AREA. THE CONTRACTS -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 -HE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. therein, are the property of KEHL DESIGN ASSOCIATES, LLC. No part thereof shall be OR DURING THE EXECUTION OF THE WORK. P P (• ) 3. DUST CONTROL: copied, disclosed to others or used in connection 6 = with any work or project other than for which THE CONTRACTOR SHALL"LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TOA MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. they have been prepared without written consent. 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 PERFORVED 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 ACCUMULATION. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN 9. Design values: 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 SHALT DO ALL CUTTING, PATCHING, REPAIRING 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, E3- EXCEPT LEGAL HOLIDAYS. ALL PIPING AND VVIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. KEHL DESIGN ASSOCIATES, LLC. NOTE 1 CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 'J 1 . 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 THIS BUILDING. C�w ` 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 ,e 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 IN REGARD TO JRESOLUTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS 6 SPECIAL SAFETY NOTES IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM 13. 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 DRAWINGS ALSO IMPLIES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE v HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, THAT KEHL DESIGN ASSOCIATES LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S 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 14. ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE 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 ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS ALSO, THE CLIENT AGREES, CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY Cjft- TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD KEHL DESIGN ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, KEHL DESIGN ASSOCIATES LLC, *MONOLIABILITY 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 PROVIDE SINGLE OR MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS CoNsTR®UC TION SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL CODE V CTI®N UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. USE UNLESS G ^ 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 ®J `J GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE PR®FES /� LOAD SPEED mph CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 25 lbs/sqft 130 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 D NOTE: ALL ROOMS MEET OR EXCEED CHAPTER 12 OF THE 2105 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 ENGINEER DESIGN CRITERIA UNIFORM CODE SUPPLEMENT STANDARDS FOR THE NATURAL LIGHT AND VE=NTILATION REQUIREMENTS. TABLE 1607.1 - continued MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS, Lo, 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 OCCUPANCY 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 PESCUE REQUIREMENTS. 1609.1.2 PROTECTION OF OPENINGS USE OCCUPANCY UNINHABITABLE ATTICS WITHOUT STORAGE I 10 IN WIND-BORNE DEBRIS REGIONS, GLAZING IN BUILDINGS SHALL BE IMPACT RESISTANT OR PROTECTECTED WITH AN IMPACT RESISTANT COVERING MEETING THE REQUIREMENTS RESIDENTIAL R-3 (SINGLE FAMILY) / U UNINHABITABLE ATTICS WITH LIMITED STORAGE I• T' k 20 REFERENCED OF AN APPROVED IMPACT AS FOLLOWS; NAILING STANDARD OR ASTM E 1996 AND ASTM 1886 NAILING NOTES: 1.GLAZED OPENINGS LOCATED WITHIN 30 FEET 9144mm ALL MATERIAL TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF CHAPTER 23 OF THE 2015 INTERNATIONAL TYPE OF CONSTRUCTION (CHAPTER 6) HABITABLE ATTICS AND SLEEPING AREASk 30 ( ) OF GRADE SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996. 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 (9144mm) ABOVE GRADE SHALL MEET THE PROVISIONS OF THE SMALL MISSLE TEST OF ASTM E '1996. V B ALL OTHER AREAS 40 EXCEPTION: NO SUBSTITUTIONS STAIRS AND EXITS 40 300f 1. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF �/6 INCH (11.1mm) AND All framinghardware Shawn on these Tans, PROJECT: HEIGHT AND FIRE AREA ONE - AND TWO- FAMILY DWELLINGS p MAXIMUM PANAL SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR OPENING unIBSS otherwise indicated, IS Simpson Strong-Tie. PROTECTION IN BUILDINGS WITH A MEAN ROOF HEIGHT OF 33 FEET (10,058mm) ORNo substitutions are approved or authorized. � HEIGHT FIRE AREA FOR SI: 1 INCH = 25.4mm, 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 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 ERY HEIGHT, BUILDING. 1 POUND PER CUBIC FOOT = 16 kg/M'3 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Due to the relationships of framing hardware to THE VERTICAL DISTANCE FROM GRACE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED p g �]( ' PLANE TO THE AVERAGE HEIGHT OF 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 RIR' THE HIGHEST ROOF SURFACE UNLIMITED AREA 4.5 INCHES. RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH hardware substitutions will render these plans =17' AS PER SECTION R202 OF THE AS PER TABLE 506.2PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING IS PERMITTED null and Void, and Will result in the installer/contractor INTERNATIONAL RESIDENTIAL CODE 1. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE MAXIMUM CLEAR HEIGHT 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 MPH performance of the entire system. ACCOMMODATING AN ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, (63 m/s). 1380 VILLAGE LANE OR GREATER, WITHIN THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. 2. GLAZING IN RISK CATEGORY I BUILDINGS, INCLUDING GREENHOUSES THAT ARE TOTAL HEIGHT FROM RIDGE TO GRADE 21'-8" OCCUPIED FOR GROWING PLANTS ON A PRODUCTION OR RESEARCH BASIS, WITHOUT ORIENT NEW YORK 11957 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 REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL 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 L ASSUMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH, OR GREATER, WITHIN (18,288mm) ABOVE THE GROUND AND OVER 30 FEET (9144mm) ABOVE AGGREGATE AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE SCTM # 1000- 25-01-27.5 THE PLANE OF HE 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 .N 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 THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CHORDS SHALL BE 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE LOAD OF NOT LESS FASTENER SFACING (INCHES) AREAS OF STRUCTURE THAN 10 POUNDS PER SQUARE FOOT. FASTENER TYPE NTTHHE E PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE EX. CRAWL SPACE NA PANEL SPAN 4 FEET < PANEL 6 FEET < PANEL K. ATTIC SPACES SERVERED BY STAIRWAYS OTHER THAN PULL-DOWN SHALL BE DESIGNED < 4 FEET SPAN < 6 FEET SPAN < 8 FEET DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE NEW CRAWL SPACE NA TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR HABITABLE ATTICS AND SLEEPING PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL EX. BASEMENT NA ROOMS. NO. 8 WOOD SCREW- FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE EX. FIRST FLOOR 781 sq. ft. BASED ANCHOR WITH 2 16 10 8 DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOWN OR NEW FIRST FLOOR NA INCH EMBEDMENT LENGTH UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT NOTE: ALL CONCRETE SHALL CONFORM TO THE STANDARDS AS SET FORTH IN CHAPTER 19 CONCRETE NO. 10 WOOD SCREW- FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. EX. SECOND FLOOR NA OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. BASED ANCHOR WITH 2 16 12 9 NEW SECOND FLOOR NA SEAL: DATE: INCH EMBEDMENT LENGTH NEW BALCONY NA Ya INCH DIAMETER LAGSCREW- LOFT NA r-W MARCH 17, 2019 OF N BASED ANCHOR WITH 2 16 12 9o�E YO PROJECT N0: ATTIC (HOUSE)(a) NA PRESCRIPTIVE DESIGN CRITERIA REQUIREMENTS AS PER 2015 INTERNATIONAL INCH EMBEDMENT LENGTH © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. �; � U. 1' `�.,"�, 1048-2019 ATTIC (HOUSE)(b) NA RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `� �r A,. dry\ DRAWN BY: GARAGE NA UNDER FEDERAL COPYRIGHT LAW. Cvq v•, A ATTIC (GARAGE41(a) NA NOTE: THE BUILDING THERMAL ENVELOPE FOR THIS BUILDING MEETS OR EXCEEDS THE REQUIREMENTS PLANS MAY NOT BE REPRODUCED WITHOUT •, '+�,�� BDK 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 = 0.447 m/s _ CHECKED BY: BONUS ROOM NA WRITTEN AUTHORIZATION. INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 INTERNATIONAL CODE SUPPLEMENT. w SCREENED PORCHES NA a. This table is based on 140 mph wind speed and a 45-foot mean roof height. tno.. !-� A,• (SEE PAGE A102 FOR DETAILS). ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SUNROOM NA b. Fasteners shall be installed at opposing ends of the wood structural panel. KEHL DESIGN ASSOCIATES LLC. SHEET NUMBER: 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 'O COVERED PORCHES NA �O c. Anchors shall penetrate through the exterior wall covering with an embedment PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN FESSIO, COVERED ENTRANCE NA length of 2 inches minimum into the building frame. Fasteners shall be located PROOF OF PURCHASE. G1 ' POOL HOUSE CABANA NA a minimum of 2Y2 inches from the edge of concrete block or concrete. ACCESSORY STRUCTURE NA d. Where panel are attached to masonry or masonry stucco, they shall be attached Acceptance of these drawings does not authorize the right to build without using vibration resistent anchors having a minimum ultimate withdrawal capacity the authorization of local governing agencies, such as Suffolk County Dept. D NUM 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. © KEEII,DESIGN•ASSOCIATES,vc (b) WITH STORAGE SIMPSON STRONG- TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION % 1%:% USE A MINIMUM OF MTS 2 0 L T S 2 0 j"..,.�/.f`iL::,l„;✓;.,i/�>ir.;,�;-,..,« .�/i«..,,,.::;%ice/GG �s�. i TWO 8d NAILS THIS %'. DOUG-FIR ALLOWABLE LOADS ''Z LOAD UPLIFTPIN SIDE OF TRUSS. S DEVIOF CEILINGAJO ST ON FASTENERS /• O o LATERAL WITH TOTAL FOUR — — MODEL GA UPLIFT UPLIFT (133/160) 8dx1k” CODE 8d 11 TO AND ON SIDE OF RAFTER N0. TO TO TO AVG NAILS REF. INTO TRUSS. RAFTERS/ PLP,TES STUDS ULT. (133) (160) F FZ (133& TRUSS ►=e 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 c� KEHL DESIGN ASSOCIATES' LLC T PROPER INSTALLATION PROCEDURES .� residential & commercial design . consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWOo ARTJ"x12 . c (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE 8d NAILS o PO.Box 1675 phone: (631)433-9084 ' MODEL GAULT. LFTA LFTA REF. INTOPLATES WIDTH SPAN ' ° Southold,New York 11911 E-Mail: ssbn654s@optonllne.net N0. MAX. CLEAR L QTY DIA 1 2" 2 3" 3 11" 2" 2J" 3" 3 " EIGHT " NAILS INTO S P 4 Kehl Design Associates,LLC.formerly D A K Associates,LLC INyr/ �i r LFTA 16 21" 17" 381"16-10d 4200 1205 1400 5, 44, 85 STUD — OWNERSHIP & USE OF DOCUMENTS: FASTENERS z DOUG-FIR LARCH / so.ALLOWABLE UPLIFT LOADS SsPINDD These drawings and specifications including the MODEL L AVG 10d 1O x 14" CODE NO. ULT. REF. LFTA ° 10d 10d x 1}" (133 / 160) (133) (160) LSTA21 ° ideas, design and arrangements represented therein, are the property of KEHL DESIGN D ASSOCIATES, LLC, No part thereof shall be D °• Simpson Strong-Tie copied, disclosed to others or used in connection MTS16 16 14-10d 14-10d x 13" 3116 1000 840 1000 3, 41, 128 ° HGA10 with any work or project other than for which 0 MTS20 14-10d 14-10d x 1 " 3116 1000 Bao 1000 3, 41, 128 0 °° DD DETAIL, "K" they have been prepared without written consent. 20 ARTJ'x12 0 D LST20 20 12-10d 12-10d x 14" 2383 775 1 720 720 3, 41 GNW- DETAIL "E►► °° sTu $ COUPLER NUT '- DOUG-FIR-LARCH Equal number Of °° SIMPSON TYPE OF DIRECTION ALLOWABLE PINE ELOADS RODE specified nails In D° TAKE-UP WASHER MODEL CONNEC- OF LOAD N0. TION FLOOR ROOF (133/ each end Simpson Strong—Tie _Tie 100) 125 160 I•+ P 9 G 515 645 670 ARTg--"x12 LTP4 5 J 515 645 67) 6, 39, 97 DETAIL "H" H 515 645 67) * MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOAD S1.7.9(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 STUDEFLECTION DEFLECTION CODE . AVG AT HIGHEST MODEL MACDLENGTH OF BOLT 23 AT HIGHEST REF. HINE NO. BASE BODY a ANCHOR BOLTS ULT, IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE 0 GA GA HB SB W H B SO CL DIA5.8 DESIGN LOAD DESIGN 00 QTY DIA 13" 2" 27j" 3" 3k" 5}" LOAD WHEN RAISED OFF o THESI PLATE 0 0 HD2A 16 12 4a" 2}" 2J" 8" 2 " J" 1j" �' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 o MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG DF / SP CODE N0. W L STUD PLATE ULT. (133) (160) REF. SP4 3A" 71" -10d x 11" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE o NO. CA yy L NAILS FLOOR (133) (160) REF. 0 100 WORK NOTES: LSTA21 20 1 21 - 905 1 1205 1 1295 7, 40, 90 00 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. CA W L NAILS LOOK (133) (160) REF. Simpson Strong-Tie STU 8'- MSTA24 18 1 11" 1 24 -1 d 1 1025 1 1370 1 1640 7, 40, 90 TOTAL ALLOWABLE TENSION LOADS NAIL CODE LUS46 MODEL L FASTENERS SIMPSON GA CUT LENGTH (TOTAL) 2 SPACING REF. HD2A NOT FOR TAKE—UP WASHER N0, (LENGTH END (100) (133 / 160) oc. CONSTRUCTION OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 p°on Strong-Tie CS16 28-8d 1235 165° 2 ARE TO BE TOP MOUNTED UNLESS OTHERWISE 150' 14" 16 CLEAR SPAN +3t" >�" 7, a0 so NOTED, FAILURE TO COMPLY WITH ALL NOTES USE UNLESS MODEL DIMENSIONS FASTENERS DNI, DOUG FIR LARCH S0. PINE ALLOWABLE LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION N0. GA HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY ALL LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" CERTIFIED BY A W H B tHE 16d JOISTS ULT. (133)(160) 1od 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3 " 4�" 2 4-16d 4-16d 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL "I" CNW- HUS210-2 14 3A" 9j" 2 8-16d 8-16d 6076 1755 2105 1650 1900 — 2065 1, 36, 84, 122ART 'x12 COUPLER NUT PROFESSIONAL WA A f� �7 DOUG-FIR LARC INE MODEL FASTENERS UPLIFT UPLIFT LATERA COD ULT. E STU '— AVGSIMPSON ENGINEER RE NO. GA ( ) TAKE—UP WASHER TO RAFTERS 1'0 PLATES TO STUDS (133) (160) F FZ 160 HGA10KT 14 4-SDS}"x14" 4-SDS#"x3" 1523 435 435 1165 1 940 USE A MINIMUM OF S P 4 TWO 8d NAILS THIS CNW- SIDE OF TRUSS. COUPLER NUT S P 4 TOTAL FOUR �. 0 SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS M TS16 INTO TRUSS. SIDE OF TRUSS. S $" ANCHOR BOLTS M TS16 SIMPSON LSTA21 2 PSON SIMPSON TOTAL FOUR m TAKE-UP WASHER — 8d NAILS HD2A Strong—Tie INTO TRUSS. LSTA21 HUS210 2 .PROJECT: C AFFERY TWO ° o Ft 8 TO AILS a PLATES TWO 8d NAILS ° 8d NAILS °o J INTO PLATES DETAIL "A" INTO STUD Simpson Strong-Tie PLA °mo H7 IN TO NAILS ® DETAIL "D" DETAIL "G" DETAIL "J►' 1350 VILLAGE LANE, STUD Simpson Strong-Tie �• H7 Simpson Strong—Tie DETAIL "L" ORIENT, NEW YORK 11957 LFTA ROD SYSTEM LFTA LFTANO SUBSTITUTIONS SCTM # 1000- 25-01-27.5 Ride Strapping All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong—Tie. DRAINAGE & ROOF RUNOFF NOTE AND CALCULATIONS 9 PP 9 BP LSTA30 No substitutions are approved or authorized. DRAWING TITLE: RUN OFF FACTORS ASPHALT = 1.0 , ROOF = 1.0 ; Due to the relationships of framing hardware to the other components of the structure, any framing SIMPSON WINDLOAD 1'-0" DEEP POOL x 4' DIA ==12.58 cu.ft. per vertical ft. P 9 p 1'-0" DEEP POOL x 6' DIA. = 22.3 cu.ft. per vertical ft. hardware substitutions will render these plans null and void, and will result in the installer/contractor 1'-0" DEEP POOL x 8' DIA. = 42.25 cu.ft. per vertical ft. assuming responsibility for the design and performance of the entire system. CHARTS & CALCULATIONS 1'-0" DEEP POOL x 10' DIA. = 68.4 cu.ft. per vertical ft. � STRONG - TIE DETAILS I & ROOF DRAINAGE LTP4 ROOF AREA = 841 sq/ft CALCULATIONS AND I•. s LTP4 V = A x R x c PLUMBING SCHEMATIC LTP4 A = 841 sq/ft R _ 2 RAINFALL = .17 ft NOTES: THESE PLANS ARE AN INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE DETAIL, "C" C COEFF. - 1.D DESIGN PROFESSIONAL WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE Simpson Strong—Tie V = 841 X 1 X ,166667 = 140.17 c.f. PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL 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 141 / 22.3 VERTICAL FT. / FT = 6.32 V.F. UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT USE (2) 6' DIA. POOL 3'-s" DEEP - 7 V.F.. Ridge Strapping FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. OR Detail SEAL: DATE: LTP4 DETAIL "B" MARCH 17, 2019 141/ 42,25 VERTICAL FT. / FT = 3.34 V.F. of NL.-,� PROJECT NO: LTP4 USE (1) 8 DIA. POOL 3'-6" DEEP = 3.5 V.F. �� '� Simpson Stronc—Tie .�.P� °� 1048-2019 P J � v. r;., n .2j 1 Rfr9 r DRAWN BY: Floor—to—Floor Connections POOLS TO BE PLACED ON OPPOSITE SIDE OF BDK HOUSE AND/OR LEADERS TO BE PIPED TOV` t CHECKED BY: DESIGN CRITERIA ,AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL POOLS1 2 OF THE ROOF TO DRAIN TO EACH CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. ( / SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED SUBJECT TO THE POOL, MAINTAIN MIN. OF 20 FEET FROM SEPTIC 08186 ,LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN IS USED IN CONJUNCTION WITH SYSTEM AND MIN. OF 10 FEET FROM FOUNDATION). A�OF ` a�� �� THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE. E�SIO� 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) ALL COVERS TO BE TRAFFIC BEARING IF LOCATED IN AREA NUM OF 2.AIS1 STANDARD FOR COLD-FORMED STEEL FRAMING - PRESCRIPTIVE METHOD FOR ONE-AND TWO FAMILY DWELLINGS (AISIS-230) WHERE TRAFFIC IS TO BE PRESENT. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES (ICC400) © KEl•IlrDESIGN•ASSOMTES,uc zle PROVIDE HURRICANE STRAPPING IN -38'-7" 38'-7"ACCORDANCE WITH THELLI 2015 INTERNATIONAL RESIDENTIAL CODE A Provide "x18" Anchor Bolts UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. 25'-13" 13'-5�" 101 Max of 32"oc. and Within 12' 1F01 a a % � ,� - of all Corners and End of Boards. A B 11 11 1Y ' KEHL DESIGN ASSOCIATES Lic ALL HEADERS ARE TO BE �N residential & commercial design . corueitln - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � (2)13/„X9�' LV_ UNLESS encommerces� — — — — — — — — — — �� — — OTHERWISE NOTED — — — — — — — - - - - o —1 � F— — —� 23'-94' 12 -94" 6X6 ACQ Post PO.Box 1615 phone: (631)433-9034 Southold,New York 11911 E-Mail: ssbn654@op1onGne.nef N ❑ I I I 52" 2 2x12 Flush Beam g eflyDAKAssociates,LLC 24"x 24"z 12" Conc. Footing J�- I I I I %eDesi n Associates, n//%/�', to be Just Below the Garage Provide "x18" Anchor Bolts Concrete Slab �`-2--�2 -01I I I I o OWNERSHIP & USE OF DOCUMENTS: Max of 32"oc. and Within 12" of all Comers and End of Boards. I I I I o These drawings and specifications including the 0 0 0 2 2x12 ideas, design and arrangements represented therein, bre the property of KEHL DESIGN z�N Flush Beam 5 ASSOCIATES, LLC. No part thereof shall be " I I I EXISTING SHED N ' - 5,.. EXISTING SHED t., copied, disclosed to others or used in connection 4" 4' 4' 4 "� '"a �0- v U with any work or project other than for which 4" PC Slab W/10/10 6x6 WWM. STORAGE AREA I I Q x I N STORAGE AREA I mw_ c" ;N N they have been prepared without written consent. CD °o NEW BARN FOUNDATION 8" Poured Cone. Foundation o 0 o J� m :s X X o N I I on a 16"x 8" Conc, FootngI I I ( NccN CN —Cr N (Mit. 3' N-0" Below Final Grade.) N co o V: 8" Paired Canc. Foundation x on a 16"x 8"Conc. Fooling N (Min. 3'-0" Below Final Grade.) Provide j"x18" Anchor Bolts Max of 32'oc. and Within 12" of all Corners and End of Boards. 1C1 I ( 101 Cl 1C1 >°or Dropped Foundation for a I Dropped Foundation for a I -4" 10' o \ — — — — —1DD'z 96" Barn Sliding Door— — — — — — — — — 120"x 90' Barn Hinged Doors I _,N _K (3)1 3/4"x 9 1/2" LVL Hdr. 101 101 AIL CONCRETE TO BE MINIMUM A B FOF CONCRETE TO BE MINIMUM 37'-1 1" OF 3000 PSI @ 28 DAYS 3000 PSI 28 DAYS 44 4" WORK NOTES: —2" 22'-5" �-7' 9'-2" 11'-10 " 10'-61 7' 38'-7" 38'-7" FOUNDATION PLANT FIRST FLOOR PLAN! NOT FOR SCALE: 1/4"=1'-0" SCALE: 1/4"= 1'-0" -- EXISTING EXISTING C NSTRUCTiON USE UNLESS NEW NEW PROVIDE HURRICANE STRAPPING IN ACCORDANCE W1TH THE 1 C�RTIFIED S A 2015 INTERNATIONAL RESIDENTIAL CODE a Hurricane Strapping — Hurricane Strapping UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. PROFESSIONAL Ridge Vent Ridge Vent ENGINEER 2x10 Ridge Beam 2x10 Ridge Beam 2x8-16' oc Rafters 2xB-16' cc Rafters ALL HEADERS ARE TO BE J" CDX plywood sheathingr CDX plywood sheathing 213 Ice &Water Shield membrane roofing 2x6 Collar Ties 16"oc. Ice& Water Shield membrane roofing 2x6 Collar Ties 16"oc. GAF Timberline Architectural Green Roof Shingles GAF Timberline Architectural Green Roof ShinglesZnx ) OTHERWIX 9WI LVL UNLESS OSE NOTED " 12 19 24-16"cc Rafters Goly. Carriage Bolts — Galy. Carriage Bolts NEW Goly. Carriage Bolts NEW J"CDX plywood sheathing NEW 2x4 Vertical Support 16"oc. 2x4 Vertical Support 16'oc. Ice& Water Shield membrane roofing 2x4 Vertical Support 16'oc.• BARN ATTIC pp BARN ATTIC BARN ATTIC GAF timberline Architectural Green Roof Shingles 2x6 Diagonal Support 16'oc, Hurricane Strapping STORAGE 2x6 Diagonal Support 16'oc. Hurricane Strapping STORAGE 2x6 Diagonal Support 16"oc. STORAGE 1x6 T&G Soffit 1x6 T&G Soffit Exposed Painted Galy. Carriage Bolts Exposed Painted Gov. Carriage Bolts PROJECT: Rafter Toils Rafter Tags (2)2x6 Top Plate (2)2x6 Top Plate CAFFERY 1x8" Cedar T&G Vertical Siding 3/4" plywood subFlaor— typical 3/4 plywood subfloor— typical �I 3 CDX Sheathing 2x6-16' oc Wall Studs ———— N N 2x6 Shoe 2x12 Ceiling Joists @ 16"oc. 2x12 Ceiling Joists @ 16"oc. Ay Hurricane Strapping ———— 1x6 T&G Soffit ' Galy. Carriage Bolts " Galy. Carriage Bolts 2x12 Box Beam 7Exposed Painted Rafter Tails (2)2x6 Tap Plate 6X6 ACQ Post 1300 VILLAGE LANE, 19'-4" lz8"Cedar T&G Vertical Siding 1 1x8"Cedar T&G Vertical Siding 13'-54" ORIENT, NEIN YORK 11957 ' CDX Sheathing co I CDX Sheathing I 1x8" Cedar T&G Vertical Siding 2x6-16' oc Wall Studs I NEW BARN STORAGE AREA 2x6-16' cc Wall studs NEW BARN STORAGE AREA NEW BARN STORAGE AREA EXISTING SHED ,N STORAGE AREA SCTM # 1000- 25-01-27.5 Hurricane Stropping Hurricane Strapping aPP 9 DRAWING TITLE: 2x6 Shoe 2x6 Shoe 2x6 ACQ Sill 4" PC Slab W/10/10 6x6 WWM. 2 24" Monolithic Poured 2x6 ACQ Sill 4" PC Slab W/10/10 6x6 WWM. 24' Monolithic Poured Concrete Apron Concrete Apron Sill Seal Sill Seal FOUNDATION PLAN / Termite Sheld Termite Sheld 8' Poured Concrete 8" Poured Concrete to be Juuss 2412" Conc. Footing FLOOR PLAN AND CROSS to be Below the Garage Provide 'x18" Anchor Balis Foundation Wall Provide rx18" Anchor Bolts Foundation Wall Concrete Slab Max of 32'oc. and Within 12" SECTIONS AS NOTED 20 Keyway Max of 32"oc, and Within 12' 2x4 Keyway Yw Y Provideg'z18" Anchor Bolts of all Comers and End of Boards. of all Corners and End of Boards, Max of 32"oc. and Within 12" 8" Poured Conc. Foundation 8" Poured Conc. Foundation of all Comers and End of Boards. NOTES: on a 16%8" Conc. Footing on a 16"x 8" Conc. Footing THESE PLANS ARE AN(INSTRUMENT OF THE SERVICE AND ARE THE PROPERTY OF THE (Min. 3'-0" Below Final Grade.) DESIGN PROFESSIONAL'WHOSE SEAL IS AFFIXED HERETO. INFRINGEMENTS WILL BE (Min. 3'-0" Below Final Grade.) PROSECUTED TO THE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE CROSS SECTION CROSS SECTO �I DESIGN PROFF FIELD AL ASSUMES NO LIABILITY FOR OMMISIOPJS DUE TO UNKNOWN OR CROSS SECTIOUNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT B FORMALLY ACKNOWLEDGED AS REVISION TO THESE PLANS. 1 _ f-Orr In =" I9-0„ e = r-0" SEAL: DATE: MARCH 17, 2019 OF NFIr� �� _ YG PROJECT NO: g�P��� U• l;�� �� 1048-2019 DRAWN BY: "'�� '� PROVIDE HURRICANE STRAPPING IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE k n�4,<` ' t 7tc BDK CHECKED BY: UPDATED WTH THE 2016 UNIFORM CODE SUPPLEMENT. DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE " 6*� <- 021UC8 �,v SHEET NUMBER: AS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT �_ � SUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN. WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Ro�ESyIdNP A101 ALL HEADERS ARE TO BE IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL (2)1;'x 91x" LVL uNLEss KEHL DESIGN ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE onTERWISE NDTED BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. �`/��Ily 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) DOB NUMB F Acceptance of these drawings does not authorize the right to build without the authorization 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such pKEM.DESIGN•ASSOCIATES,uc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400 7xt .; ® _ Etta KEHLDESIGN ASSOCIATES �c residential & commerciaidesign • comuttfng PO.BOX 1675 phone: (631)433-9084 Southold,Now Yor 11 71 E-Mail: ssbr&@optonline,net Kehl Design Lates,LLC a form arty D A K Associates,LLC OWNERSHIP & USE OF DOCUMENTS: Li These drawins and specifications including the ideas, design and arrangements represented therein, are the property of KEHL DESIGN ASSOCIATE, LLC, No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which 12 12 they have been prepared without written consent. 00 13 3 F— co N N REV: -i00 N I do o, \ NEW BARN EXISTING SHED EXISTING SHED NEW BARN STORAGE AREA STORAGE AREA STORAGE AREA STORAGE AREA EASTERN ELEVATION- WESTERN ELEVATION WORK NOTES: 1" = r " NOT FOR CONSTRUCTION SSE UNLESS 12 19 12 19 CERTIFIED BY A PROFESSIONAL ENGINEER co I I N N PROJECT: CAFFER RSOBARN SSH RN 6-LIT- RI E 2'--6" X 2'-6" 1380YILLAGE LANE, NEW BARN NEW BARN ORIENT, NEW YORK 11957 STORAGE AREA STORAGE AREA SCTM 1000- 25-01-27.5 NORTHERN ELEVATION- SOUTHERN ELEVATION DRAWING TITLE: 4" _ 1'-0" 4"= �'_o" ELEVATIONS AS NOTED 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 PROSECUTED TO TIRE FULLEST EXTENT OF THE LAW. CONTRACTORS SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS AND BE SOLEY RESPONSIBLE FOR FIELD FIT. THE DESIGN PROFFESSIONAL ASSUMES NO LIABILITY FOR OMMISIONS DUE TO UNKNOVM OR UNFORESEEN FIELD CONDITIONS AND OR ADDITIONS BASED UPON COMMENTS NOT FORMALLY ACKNOWLEDGED'AS REVISION TO THESE PLANS. f SEAL: DATE: MARCH 17, 2019 PROJECT NO: P pN lv 1048-2019 PSE O. rbrT, DRAWN BY: B D K CHECKED BY: DESIGN CRITERIA AND CONSTRUCTION TO MEET OR EXCEED ALL REQUIREMENTS OF THE 2015 INTERNATIONAL PROVIDE HURRICANE STRAPPI ACCORDANCE WITH THE NG w RESIDENTIAL CODE UPDATED WITH THE 2016 UNIFORM CODE SUPPLEMENT. © COPYRIGHT 2019 KEHL DESIGN ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE r _ �h ,Q; SHEET NUMBER: AC 2015 INTERNATIONAL RESIDENTIAAS AN ALTERNATIVE TO THE INTERNATIONAL BUILDING CODE THE FOLLOWING STANDARDS ARE PERMITTED PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT c � r L CODE UPDATED WITH THE 2016 UNIFORM CODSUBJECT TO THE LIMITATIONS OF THE THIS CODE AND THE LIMITATIONS HEREIN, WHERE ENGINEERED DESIGN WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SF 081863 E SUPPLEMENT. IS USED IN CONJUNCTION WITH THESE STANDARDS, THE DESIGN SHALL COMPLY WITH THE INTERNATIONAL Al �� KEHL DESIGN ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FEss10�,'u BUILDING CODE. PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, WITH WRITTEN PROOF OF PURCHASE. ALL HEADERS ARE TO BE 1. AF&PA WOOD FRAMED CONSTRUCTION MANUAL (WFCM) o� —Q D 0 B NUMB OF Acceptance of these drawings does not authorize the right to build without the authorization (2)I;"X S LVL UNLESS OTHERWISE NOTED 2.AIS1 STANDARD FOR COLD—FORMED STEEL FRAMING — of local governing agencies, such as Suffolk County Dept, of Health Services, Town Building - PRESCRIPTIVE METHOD FOR ONE—AND TWO FAMILY DWELLINGS (AISIS-230) Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such DESIGN•ASSOCIATES,uc agencies prior to construction. 3. ICC STANDARDS ON THE DESIGN AND CONSTRUCTION OF LOG STRUCTURES ICC400