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HomeMy WebLinkAbout1000-111.-14-18 '4; tte,, ,, ,,.- i©y -/ V OFFICE LOCATION: �c6e MAILING ADDRESS: Town Hall Annex �� .. P.O. Box 1179 54375 State Route 25 ; •4c Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G @ ,i Telephone: 631 765-1938 Southold, NY 11971 ` a® �1 COUNi;{' 'f'e LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Principal Planner LWRP Coordinator Date April 24, 2015 Re: Coastal Consistency Review for ZBA File Ref. ROCCO RESCINITI #6856 SCTM# 1000-111-14-18 — ROCCO RESCINITI #6856 - Request for Variances from Article III Section 280-15F&C and Article)(XIII Section 280-124 and the Building Inspector's February 12, 2015, amended February 19, 2015 Notice of Disapproval based on an building permit application for construction of an accessory garage, at; 1) less than the code required front yard setback of 35 feet, 2) location in other than the code allowed front yard on waterfront properties, 3) total square footage of more than the code maximum allowed of 660 square feet; located at: 1220 Little Peconic bay Road (adj. to Wunnewetta Pond) Cutchogue, NY. SCTM#1000-111-14-18. 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, the proposed action is recommended as CONSISTENT with the LWRP. 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: Stephen Kiely, Assistant Town Attorney II c: ...''--� Office Location: ig Of $Q(/ry' , Mailing Address: �' Town Annex/First Floor,Capital One Bank ��� ~� l0 C 53095 Main Road 54375 Main Road(at Youngs Avenue) ilig ; P.O. Box 1179 Southold,NY 11971 s �Q I�` Southold,NY 11971-0959 • ,,S http://southoldtown.northfork.net ECEIVE BOARD OF APPEALS D TOWN OF SOUTHOLD - ' MAR 2 6 2095 Tel. (631)765-1809 Fax(631)765-9064 Southold Town March 26, 2015 Planning Board Mark Terry, Principal Planner LWRP Coordinator 1 Planning Board Office )re- Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. #6854 RESCINITI, ROCCO Dear Mark: We have received an application for construction of an accessory garage. 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 Chai on /, B Y: FORM NO. 3 4 , ,�Q 5 (0 NOTICE OF DISAPPROVAL Y� DATE:February 12, 2015 AMENDED: February 19, 2015 TO: John Sbaglia(Resciniti) PO Box 434 Mill Neck,New York 11765 Please take notice that your application dated February 4, 2015 For permit to construct an accessory garage at Location of property: 1220 Little Peconic Bay Road, Cutchogue County Tax Map No. 1000 -Section 111 Block 14 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 280-15F, which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front-yard setback requirements set forth by this code, and the side yard setback requirements for accessory buildings in Subsection B..." The accessory garage is noted as being partially located in the side yard. Also, pursuant to Article XXIII, Section 280-124, lots measuring less than 20,000 square feet in total size, require a minimum front yard setback of 35 feet. The proposed construction notes a front yard setback of 20 feet. In addition, the proposed construction is not permitted pursuant to 280-15 C,which states, "Such buildings shall not exceed 660 square feet on lots containing up to 20,000 square feet" The proposed accessory garage is noted as being 840 square feet. This Notice c Disappro al 4 , s mended on February 19, 2015 to address the accessory building's partial side yard to - :1 . Authorized Si:s atur- —•- Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS (AREA VARIANCE House No.)2Zml=Pl O Street L� cc: 7 (,DHamlet TC{-}OC UE. SCTM 1000 Section )[ ) Block 4 Lot(s) IS Lot Size Zone I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Applicant(s)/Owner(s):T_sp C c.D t► l-T Mailing Address: Telephone: Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative:)O14 N r�P�a LI (Q'AAc for i)()Owner( )Other: Address:105D\Vfvr- 2e.K.D.11\A \7(05 Telephone:5I(0 R117,2913 Fax: 6XIM.sri Email: S2C.. V2 l ISO b.Co M Please check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), ( )Authorized Representative, ( )Other Name/Address below: c'cc o 9.a'c N kT t WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED .\'2./7D\S and DENIED AN APPLICATION DATED ,,Iq,7oISFOR: Building Permit ( )Certificate of Occupancy ( )Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article:XX II I Section: Z 6CD- Subsection: 12.4/ 15C1 15F Type of Appeal. An Appeal is made for: • 01)A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Reversal or Other A prior appeal(®)has, ( )has not been made at any time with respect to this property, UNDER Appeal No(s). 2 410 Year(s).-4I'Q11 13 kg-)8 .(Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL(Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: VT i S T�- 1 C A(- - - GP►CL c 2.A.Cc 5E-r pota .�QZc7t&J, T- 1L0 AD .f 11N . 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: 14 ee: 1 S or 4- C.e4,QAr 3.The amount of relief requested is not substantial because: (71 1L``-(( 1/3 c'c - 4e G IZ444e NGdLvA.G\-%I r-4 Ct. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 11' V(w 19 "CFS t-FCf Gno',t-k c Pr2c-F r-z> Yu . 5€ 7 t,o CA" I b0;'Zc7 dna(1 .°rcl t 5C.e -(440. g.9 --Gl *:3- 5.Has the alleged difficulty been self created? {O}Yes,or{ }No Why: \ate. -t A. Gc�42ACrF 3 Aria., `illus 1Jstu. 12 c2-c,'Z pace, 77j-5l9 51,JC }-t.aurrL S c- is kso-r 5‘41-7,4ra. 5 ' E, %.02i1A-sii, O) -ruhf,/-, P'ZU sc i tt4 I 1.00 7# , Are there any Covenants or Restrictions concerning this 1 nd? {ii}No {}Yes(please furnish a copy) This is the MINIMUM that is necessary and adequate,and at the same i••- 'reserve and protect the character of the neighborhood and the health,safety and welfa = . the comm. 'ty. gna ;..t or Author :. Agent ! Agent must submit .,:: -.+.orization from Owner) Sworn to befor me this I day of MC C( ,20 . Notary Public CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 (L APPLICANT'S PROJECT DESCRIPTION APPLICANT: DATE PREPARED: 1.For Demolition of Existing Building Areas Please describe areas being removed: 14 01FU -- 1,4 C.ox_r- Yrot tc rt too II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: 2A.. 3G2= ar4 0 SF Dimensions of new second floor: A }`-1-I OQAC , avec. G-1412.-AtC. Dimensions of floor above second level: 1\k, Height(from finished ground to top of ridge): 12 F T. Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: ►y j�, III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: t )S i 11-4 G CAASZICc� 4 4C2kcR., ►L,L GE A S 1 S • Number of Floors and Changes WITH Alterations: IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1'1 c 3 SF Proposed increase of building coverage: _84-O Square footage of your lot: 1( 307_5F Percentage of coverage of your lot by building area: Q Co bdfm V.Purpose of New Construction: N CA2. Cs 43,(24 Eu VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): PO-022..Tkl is %1zt-L crl- -- p-c Lo G A.7n O F c c2i 6. 1 1EVE Lc,I LA. 5►M k..) c. `N,(& t..S -r o A LL-o 7 cc e PA1244-te 2-4.C.g E Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. 4/2012 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premise's listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? )( No Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? S 2.)Are those areas shown on the survey submitted with this application? CIES 3.)Is the property bulk headed between the wetlands area and the upland building area? 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction?L E S Please confirm status of your inquiry or application with the Trustees: 1_ 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? L p E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? N d 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 time concerning your premises? Np If yes,please submit a copy of your building permit and survey as approved by the Building Department and please describe: 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? �p If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel 41 5-n H G Si»Ude. F04,n4,� and the proposed use .(ex:existing single family,proposed:same with garage,pool or other) 1 ' A. +so.W-d ►i f r t. FORM NO.4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold,N.Y. Certificate Of Occupancy • • No 214951 Date October 6, , 1986 THIS CERTIFIES that the building Addition to existing dwelling Location of Property 1220 Little Peconic Bay Road Cutchogue, N.Y. House No. Sbssr Hamlet County Tax Map No. 1000 Section 1 1 1 Block 14 Lot 018 Subdivision. /.q",II O,s8,4 Point Filed Map No. 156 Lot No. 2 3 5 & of 235 conforms substantially to the Application for Building Permit heretofore filed in this office dated - A ugu s t..18. , 198.1.pursuant to which Building Permit No. 11346 Z dated August 18, 19 81,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 Addition to existing one family dwelling_ The certificate is issued to Ernst L. M i d ge t t e !owner,liitirevate*Iiirail of the aforesaid building. Suffolk County Department of Health Approval N/A UNDERWRITERS CERTIFICATE NO N54 7 711 .e .. rgr/ . . . Building Inspector Rev.1/81 • _. ---- -- -- . . .. . _ • -. FORM NO. 4 • TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, N. Y. CERTIFICATE OF OCCUPANCY No. ....217.22 Date Wo' 'S mb 32 , 19... 3 THIS CERTIFIES that the building located at ....Litt e... '+econio...R ad Street Nassau Point Map No. - Block No. 1,7g Lot No. Qutoht} ,.....N...Y4 conforms substantially to the Application for Building Permit heretofore filed in this office dated Jtme 26 , 19..63. pursuant to which Building Permit No. Z210$ dated 13:113*. 1 , 19...63,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 private•••ene-,famiy•4we1 :Ing The certificate is issued to Thomaa Uhi. .owner (owner, lessee or tenant) of the aforesaid building. H.D4 approval oat. 28 1963 by B. Villa 44-1-4 0— ((.... '---Cii, Building Inspector FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTIIIENT Town Clerk's Office Southold, N. Y. Certificate Of Occupancy No. 25699 Date Dec. S4 , 19. 73 THIS CERTIFIES that the building located at . . Litti. .Pec onic• .Bay. Rd Street Map No.Nassau.Poinhi .. °1Bo. Lot No. 236 CtitGhggU0. . .thY. conforms substantially to the Application for Building Permit heretofore filed in this office dated Dec. . . .2 . . . . ., 19. .71 pursuant to which Building Permit No. .5651.4. . dated Dec. 3 , 19. .71, was issued, and conforms to all of the require- ments of the applicable provisions of the law.The occupancy for which this certificate is issued is .Private. nae.family. .dwelling.with.•dditic The certificate is issued to . . .E,L.Mideatt.. QMM (owner, lessee or tenant) of the aforesaid building. Suffolk County Department of Health Approval . . .N.•.R• UNDERWRITERS CERTIFICATE No. .pend HOUSE NUMBER . ..12?D Street . . Little .Pea. nnic. may. Road AA)r,„ Ck---Cuy Building Insp for _ a , TOWN OF SOUTSOLD, NEW YORK DATE , 19 7 8 ACTION OF THE ZONING BOARD OF APPEALS Appeal No. 2410 Dated April 13, 1978 ACTION OF THE ZONING BOARD OF APPEALS OF THE TOWN OF SOUTHOLD To Mr. Ernst L. Midgette Appellant 84A Little Peconic Bay Road Cutchoque, New York at a meeting of the Zoning Board of Appeals on May 4, 1978 the appeal was considered and the action indicated below was taken on your ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance � ) Request for a variance to the Zoning Ordinance ( ) 1. SPECIAL EXCEPTION. By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article Section Subsection paragraph of the Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed beca"se 8:15 P.M. (E.S.T.) upon application of Ernst L. Midgette, 84A Little Peconic Bay Road, Cutchogue, New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 100-32 and Bulk Schedule to place a shed in the front. yard. Location of property: Little Peconic Bay Road, Cutchogue, New York: Lot No. 236 and part of lot No. 235 on Map A of "Nassau Point Properties. " 2. VARIANCE. By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and (would) (would'not) be shared by all properties alike in the immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because SEE REVERSE and therefore, it was further determined that the requested variance ( ) be granted ( ) be denied and - — - - - - 4 - 4 After inspection and investigation the Board finds that the applicant requests permission to erect a shed in the front yard, and that this will not change the character of the neighboring district. The Board finds that strict application of the ordinance would produce practical difficulties or unnecessary hardship; the hard- ship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. On motion bys Mr. Gillispie, seconded by Mr. Maimone, it was RESOLVED that Ernst L. Midgette, 84A Little Peconic Bay Road, Cutchogue, New York, be GRANTED permission to place a shed in the front yard, Location of property: Little Peconic Bay Road, Cutchogue, New York; Lot No. 236 and part of lot No. 235 on Map A of the "Nassau Point Properties. " Vote of the Board: Ayes: Messrs: Gillispie, Bergen, Grigonis, Maimone. * * * * * * * * * * * * * • Y RECiliVrD 4 �iS Y'2+' �7r. :v i3 rim bOL�i.• : i4„ _CL iT DATE 6742/7I HOUR Ado ti*. Town Clerk, Town of Southold AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit, site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: 30463 52,AtCpLi p P..N 2. Address of Applicant: eh. • \{; -r __,� ...0„. , . �. 3. Name of Land Owner(if other than Applicant): _► ... J -r 4. Address of Land Owner: 1220 Lt-r-n. co t.'tc j F�e. cnic.t£ 5. Description of Proposed ` Project: k,, 9D-(.A. . G lac22\c . 6. Location of Property:(road and Tax map number) t( 1 - I1 - t(j .7. Is the parcel within 500 feet of a farm operation? {}Yes {0}No 8. Is this parcel actively farmed? {}Yes {0}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 Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office --(165-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. 3. 4. 5. 6. (Please use the back of this page if there are additional property owners) �" __ 3 / 17 / - _ 3 Signator- of A••1 'sDate Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing 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 further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: rr C Project Location(describe,and attach a location map): 1220 L1-r-rue- Prec.eLlt c•-• :7/s.4l-� . ,Cc,c-r& IQGc E. t 11 -►4-'f3 Brief Description of Proposed Action: ?•-t 3—CPQ CA—N9-4(—rt Name of Applicant or Sponsor: n Telephone: y, (42 \ C\ C214-0}{� c.l Q E-Mail35//v_C.1-A ll P Address: 107W' A cN-,cczE2 . Ctt3' O: State: ZipCode: 4� � 7< 5 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordina e, 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. 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: 3.a.Total acreage of the site of the proposed action? . 67 acres b.Total acreage to be physically disturbed? .Q 2. acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban 0 Rural(non-agriculture) 0 Industrial 0 Commercial 0 Residential(suburban) ❑Forest 0 Agriculture 0 Aquatic 0 Other(specify): ❑Parkland Page 1 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? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: l( 8. a.Will the proposed action result in a substantial increase in traffic above present levels? 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: 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: '4/ QQ CLQ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: /iSk 12. a.Does the site contain a structure that is listed on either the State or National Register 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 action,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 or waterbody? \/ / If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: �\ 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: 0 Shoreline 0 Forest 0 Agricultural/grasslands 0 Early mid-successional 0 Wetland 0 Urban 0 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? 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 point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? 0 NO 0 YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: 0 NO 0 YES 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: 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 adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT 1HE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE nn ^-� Applicant/sp•i�: n.�� f0 ��► i ►4 Date: ! Signature: - i 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 the 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?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? /x 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 have an impact on the environmental characteristics that caused the 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? 1< 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 No,or Moderate small 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? x 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 a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental 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 short-term,long-term and cumulative impacts. • ❑ 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 adverse impacts and an environmental impact statement is required. C) 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 impacts. Name of Lead Agency Date Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Zoning Appeals Application • AUTHORIZATION (Where the Applicant is not the Owner) Ratio residing at 6 O al-Li LGA via S r.e ek (Print property owner's name) (Mailing Address) t.X' 4[Is L) (1-14(P do hereby authorize N ,Je'j cALi A.I PA" (Agent) to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. Ota- (0 er's 'lig.ture) Zcoi -f eat4.- (Print Owner's Name) APPLICANT/OWNER 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 allow it to take whatever action is necessary to avoid same. YOUR NAME: pU� Q c..i K)tt (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 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 If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. 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 non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP := i ? . 0i Print Name 14^rte,^y,E"ti�'--{:iia i a`�i."ia,`.3 1:+4'4 vbak M3r1t14s • AGENT/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 allow it to take whatever action is necessary to avoid same. YOUR NAME : kIF::),NC LA ,\-2A (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 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 applicant/agent/representative)and the town officer or employee. 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 non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitter day o ,20 Signat,"' 0 Print Names \ •,���► •-` G(.1 �� Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. 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 by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 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, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION - SCTM# 11 - 14 - 1 8 The Application has been submitted to(check appropriate response): Town Board Planning Dept. I Building Dept. L4 Board of Trustees FR 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital H construction,planning activity,agency regulation,land transaction) — r (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: I Nature and extent of action: D ��(1CLrApe,� F.0 Q - -Qo or' ur,c2,b , S c c.�b 7eF.A� "g C,tLc7 1 I Location of action: 22 c') L -rr PE.Coa-t i LR:7 cky Yob,i Cut?-C t+o(_vC,�,L 1 Site acreage: :7)7 1 \C.e� Present land use: tST I+, c, J I CO LE -Cpg&A Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: citw S$ Gut �.P (b) Mailing address: I('JL5 Q Sseocz • t LA- I _ W2(O (c) Telephone number:Area Code( ) 5t - (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes El No[ 1 If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space,makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Vel Yes n No n Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 10 Yes r No ❑ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria FA Yes d No r- Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ah Yes r No r Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies,Pages 16 through 21 for evaluation criteria II Yes I No v Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes 1— No �4 Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III – Policies Pages 32 through 34 for evaluation criteria. Yes r NoJ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III-Policies; Pages 34 through 38 for evaluation criteria. 7 Yes ❑ No( Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III–Policies; Pages 38 through 46 for evaluation cr-iteria. Ye� Nom Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III–Policies;Pages 47 through 56 for evaluation criteria. 7 Yes I I No ��4 Not Applicable • Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. '— Yes No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ' +Yes ❑ No1.Not Applicable • Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. Yes No, Not Applicable Created on 5/25/05 11:20 AM �,� - J i i,� ,i',/_ ,rte TOWN OF SOUTHOLD PROPERTY RECORD CARD rr - PWNER STREET 12_r,;r (''',I VILLAGE DIST. SUS. LOT yL liked- ' .60CGo *- er1.e--'e-'4r1r - ,a.`!1e Lr ,e 4co,►.c_/• v' kid.. Cr, 'i'c /Co 4,; u ,e O' •, of Ids / .7ji FO19.1R'4NE � N E CR, t,, f- I /Va-Sid6-1, , -1.1.rtixx.m...64 .., lv114 -,,E �*W-(A / S W TYPE OF BUILDING e1'v 1' 1 1-.9,/pi /�3. 6 t/ 4 /,t �� P ! �'1'',RES. f 'tom' „.,,.f`SEAS. -, VL '- FARM COMM. CB. MISC. Mkt. Value r -" `�` LAND tMP. TOTAL DATE REMARKSte' :.„1-60 I �G 7//a gli. g►-. 9Y,2/on, 81,11og hew dive/./6,a , Ere, fit dm '` ,7 d D L 9 c , 2/6 c 0 /Y A" 4' cn/d�//..>`'A 43,,4 6 d �.r'/g,(' J yo v K . f•-<-4 0 ` / 0d . 7(6d I$O/6',s— %/'/fir'' uFG4.s . r fi_< .,..r4 , 't,... /-7;-4-e.-- 46,v , : i d 4 v C o L-V0 d Le' i- 7 /2 3/9/B /141!,1631",r9".Z.A:4 a�� 41.0/6/171;,444, i'C g (Jaw yoV ( uv 6Po0 �'` S/r�/ :'7 l� . ` � , /4/:‘a i '% :ST/x7/ � ✓'��! rte- "' //3 7 e C'.>iS�r. lti0�if••v>w C=.C•. `f/ o , —5"4' - •'' BUILDING CONDITION` 5/2.2/q4.® Er,�,ps-�' f'I e C/,- 4, -• t ` �+I1 -44- 0,-.9 a -r ,.• r' 1 ,��� 1C1�/ Ia�Ov/ �1 N�olao0 Ard> I- 4E °�'0 - y.-.ABc E b,hJ -L1 o4? qnd-M,do #e P.,0 5Cart iiii l .-siz)JJ. ,...,FARM AcreGoE Value Per '... e a(%7 aa.00 �,0 Acrew,300 i,,,B , 04' 1 Di/SI/q 5a 13N ----Xi 0021 2'-J i/i V-'74.3 -7900 Tittniie—'I 7"[o0 1 D/1511 ! 1 ( J Tillable 2 iTillable 3 Woodland SwamplandFRONTAGE ON WATER i�� _ ,4 /16: ;-j 2/ r . 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NOTICE �'it;�,f`b COUNTY OF SUFFOLK © K 1 104 13� TOWN OF SOUTHOLD SECTION NO Von MAINTENANCE ALTERATION SALE OR (..9 Real Property Tax Service Agency Y VILLAGE OF 111 134 M .ui,,S,- i SCALE W FEET w�R veTHOUT WRITTEN PERMISSION OF THE 4 4).^ ,, VB 200 0 200 400 A DISTRICT NO 1000 REAL PROPERTY TAX SERVICE AGENCY I `T.jg'i' I P 118 PROPERTY MAP CONVERSION DATE Fee 25 2014 OPO SCALE: 1"=30' Pj F, PSG �����°' • 0-0\5 ,pp, K1N� I E 0\---- X11 B , SPACE G o N1• r0 6.0 24.0' z ' 0 I fr o 11- 41 (nw 3 , 0. b EQ :o Q.. ;z M 0 cc I') QfF 0 a c0 .04)/ U,P� �c'�y ,0 5' W 4 •a24.0' Y 1C). -0,o, O `C/ LOT 236 00 P/0 LOT 235 ' u7 P/O LOT 235 SHED oat 3.6' EAS 3c 78, 8 X 8 WOO O ^57'� PATIO N • 21.8. 10.5' 11.,. 4q4714.- TORY o^ 0 NO. Me N o� O 722 p 30 M ) N C)•S' / 'I' 0 2 00 O 380. (§,)" Ik'�. in � AA vQI z ��. ��ttiS „isO O tib QO ‘011;•••••"--- Dr-' c V OOG� �V WOOS \�` \ � 4'1\ V` MAP OF LOT LOT 236 AND P/0 LOT 235 AS SHOWN ON "AMENDED MAP A OF NA SSA U POINT CLUB PROPER TIES... 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F` .�_ f :' 6 1/111. �.}xfy i...1 i {'+ I 1_.. - t. -. . ) , - �` , ,: is { > • = t, 111 f I .- t a • y o MR. • _ _ .�wrxP - , ,. v r tY V.' % . 1t -.w. �'' .:� / ; ' 1�,. :_T• -::44C ^-n '; - ,�..fin i = '� , •''" M - 'o,{ _ ' ;,414,.... ..* y c f••t- ' -ti ,x .r-ti . Yy -c :ltx. _ 6 , • at ,.rr Z, � , 's: 4;e7 -,,Fr- r s 3s 4er y General Notes Scope of Work UPGRADE STRUCTURE AND ADD A ROOF AND SCREENED 1. All work shall be performed in strict accordance with the PANELS TO EXIST. DECK. ALSO ADD SHED DORMER AT EXIST. SECOND FLOOR. rules and regulations of the Southold or Riverhead Building Code and the New York State codes having jurisdiction over • any portion of the work. Additional Construction Notes 1. All portions of the proposed structure shall comply with .._.........._................_ 2. The general contractor and all subcontractors shall visit - - -----�___--___...-_ .__....._ .._ ..___..___________.______.. ____ the Building Code of the State of New York and the the site and verifyall dimensions and the existing conditions = \ - - - _ 9 __ _:___. - covering or affecting the work prior to construction. Any Residential Code of the State of New York. \ - - - - _ - __ -- -- + discrepancies or omissions which would interfere with the �' \-- _____- __^ -_ -_ _ -----__-_ _ P 2.All portions of the proposed structure are designed to ;, _ _......_......... _.__._ _...._.........._...............__-. \_-----_._........_._.. satisfactory completion of the work described herein shall be / reported to the architect or property owner. comply with local geographic and climactic criteria as ' \ -----------.... --..... ... -------- -- -- ___. w C________- ADD SHED DORMER&NEW WINDOWS 0<4::'==_-- - stated in the adjoining table. -- AT EAST SIDE OF EXISTING 2ND FLOOR % 2 3. Before startingwork, the contractor shall make a - _- - _.=:::::_=__ ___.. ...--_._._ �-�- - thorough examination of those portions of the structure in which 3. All structural elements are designed to be adequate for _ X r a ground snow load of 45 psi, and wind speed of 120 __ ___-- ---.--- ---- -_^ _\ ��_ _ -o the work is to be performed, checking al the ___...---.----------..-_._----...._.___ . ----__--7---77----,.- -_-7,_-,7=_-_-_- -- --w -=.--_: mph. \__. _._._....._ z ._...._....... adjoining or underlying locations. Report to the architect or �-- _ _ - - - --------------_ _ _tel owner anyand all conditions which mayinterfere with -- -..-- -__--.-- - :. _.-.. ...-........__.:..:--:-.::_-_- .__._._....._- - - property _._.._._...._._................ _____-_-__..._..-_.___-...._ __ _ _ __ or otherwise affect or prevent the proper execution and 4. Footings shall be at a minimum of 36" below finished -- _-__- -_ __ -- -- -_ _ - ------_-- _ - __ _ rade. EXIST.PLINTHS TO BE SHORTENED TO .._..._________________ADD GABLE ROOF OVER EXIST.DECK_ _ g ACCOMODATE NEW LEDGER .. ----...__-.___-..-______--_.-__.._.._-_.________.___..__.. --__.---------- -completion of the work. Do not start the work until such ______________._:r--. -- �- ' ADD 18"OVERHANGS W/ROOFED RETURNS @ _.....__.. .............. conditions have been examined and a course of action mutually __=___ __=_-=- 71.MN=.1111111111111111111111111111111111111111111111111111111111111111111111=111111 . . . . . . . ., SURVEY OF L0'1' 10 MAP OF MARRATOOKA PARK FILE No. 19 FILED MAY 7, 1914 SITUATE MATTITL CK s TOWN OF SOUTHOLD �° 9f� \-o SUFFOLK COUNTY, NEW YORK rL°' FQ�<° P�990 5?:_\, S.C. TAX No. 1 000- 1 23-03- 1 3 P�0-7.0` v' SCALE 1 "=20' F �' 0 DECEMBER 29, 2014 %y \C .j_____..t„IA. j AREA = 16,674 sq. ft. 6. (To TIE LINE) 0.383 ac. 0 �/ o poo v 6 6S___ � OGS OF S*erfr Ii 5 �p°o��� GC* CP o �o ///,// \...-)---.:......_ ___ 41110 cp 9 Z VdP '� VI l)a1 �O n� O �Z� 5 00\O. , 19" 8/ ! z) ,,..._7 \_,. .0# � #00* )II\ lo. u, e �' f .,., ,...... `i.•�•��• �' Ftp �p 5 oa° J� e s:00) Fs . rr� ��� , S�SSE 1.- SHOO , 2S.9 o,� r` , /F\''E.Po 5\1-N 5 1FRPM� 0' M- . fho • CO3 ° , 7.1-s ^i • rr rSr r oy�P\, �o`� ` Qpo s \sao �o rr ) 96` FRPEO i / rr oN50 i 5� rr 11 ri �/ rr� LOS .-J✓_,✓N�oGE / l� "0�C�I' n/O �r• I 4001f v .04.- -c' ' E RA' OV JSSp / F9P ,'' o j S GP � ,` �%,P <t, 93 ti �I hI� RtJ� 02 EF S , 14" PS\O p /� RP°� / 0 �I� PEE / < a6% s_\09 : �I\I;I 1ILGT a • ,° Z� w000 F 1 144 Ili t��II4�1 41 II�Ik 0 L F P.° • / • CURB F�°• .t P/ 'l i L/ I1� C9T ,N\- ' L 6 Fgofw \ FN � Ry ° e� `4‘. ,0 ' ...' :' v ,/ o ° ..\\ FZ .. • SIP c3- PREPARED IN ACCORDANCE WITH THE MINIMUM °' ta ! A M STANDARDS FOR TITLE SURVEYS AS ESTABLISHED o F;I`Y Rpm BY THE L.I.A.L.S. AND APPROVED AND ADOPTED o N FOR SUCH USE BY THE , STATE LAND W Ai c GF- '4.4 � TITLE ASSOCIATION. o� ° Ocl J Z EF G�GURQg�O, v` ic.:0' O O c��2C• N 0‘0 CJ 1-C O ` e 62 2 .. .. O11, '1- cs \--P:. `. - litriffi,'• o,, a , O_ ° c oer= S`�' N.Y.S. Lic. No. 50467 0 UNAUTHORIZED ALTERATION OR ADDITION SECTIONTO 7209 OFISTHEA NEWVIOLATION YORKOF STATE Nathan Taft Corwin FOUND MON EDUCATION THIS LAW.SURVEY VP' CaNa COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor Z EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. i 01 CERTIFICATIONS INDICATED HEREON SHALL RUN !.0, ONLY TO THE PERSON FOR WHOM THE SURVEY O p IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INS Title Surveys — Subdivisions — Site Plans — Construction Layout INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS Fov.ND MON. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 COC" ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 34-272 R CFl! •[ r-- MQ.k2 BroAR APPE S 6,E7-72 GENE 4L NOTES: REVISIONS: I. THE WORK SHALL BE IN GONPORMANGE WITH ALL 12. ALL CONSTRUCTION DEBRIS AND REFUSE SHALL BE NEW GA 1• A 1 APPLIGABL.E COPES AS WELL AS ALL ASENGIES REMOVED FROM THE BUILDINS AT THE END OF EACH HAVING JURISDICTION. ALL PERMITS WILL BE SECURED WORK DAY AND LEGALLY DISPOSED OF OFF THE 1220 LITTLE PECONIC BAY ROA® CUTCHOGUE, NY PROPERTY. NO BURNINS OF DERIS OR REFUSE IS / TESTING AND INSPECTIONS AS REQUIRED. NO WORK SHALL RESIN UNTIL ALL NECESSARY PERMITS ARE 13. ANY EXISTINS SERVICES UNCOVERED BY GUTTING OR ISSUED. IN ALL CASES, THE MOST RESTRICTIVE DEMOLITION OPERATIONS WHICH INTERFERE WITH THE LIMITATIONS OF ANY APPLICABLE COPES SHALL BE NEW CONSTRUCTION AND WHICH ARE REQUIRED TO to FOLLOWED BY THE CONTRACTOR. BE MAINTAINED AS AN INTEGRAL FUNCTION OF THE N- i- i-- BUILDING SHALL BE RELOCATED TO CLEAR THE NEW U V 2. THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO CONSTRUCTION. FAMILIARIZE HIMSELF WITH EXISTINS CONDITIONS AND I- U z EGcz TO VERIFY ALL DIMENSIONS AND CONDITIONS OF 14. WHERE EXISTINS CONSTRUCTION NOT PART of THE LITTLE PECONIC BAY ROAD �,a� h."-EXISTING BUILDING AND SITE. IN CASE OF CONTRACT Is DISTURBED DURING THE EXUI"ION OF U Q DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS THIS WORK, PATCH AND REFINISH TO MATCH AND ACTUAL FIELD CONDITIONS. THEY SHALL BE ORIGINAL CONDITION. �,�+ 6��i Q 0 z REPORTED TO THE ARCHITECT IN WRITINS FOR Q 15 J' CORRECTION. WORK DONE AFTER THE DISOVERY OF 15. WHERE THE CONFLICTS BETWEEN THE CONTRACT - DISCREPANCIES AND PRIOR TO RECEIPT OF WRITTEN DRAWINGS, SPECIFICATIONS, APPLIGABL E CODES, THE -- X Q APPROVAL FOR CORRECTION SHALL BE AT THE MOST STRINSENT REQUIREMENTS SHALL APPLY. -IgbB'-- - -- PARKING CONTRACTOR'S RISK. NO ADDITIONAL COST WILL DE - z co ADDED TO THE PRO,ECT DUE TO CONTRACTOR'S 16. ON DRAWINSS, DIMENSIONS HAVE PREFERENCE OVER N 50*51'10" `; - -NEW TERRA E WALL SEE z OVERSIGHT IN VERIFICATION OF EXISTINS CONDITIONS. SCALE. ; No DETAIL ON GHCET SP-I U O 3. THE CONTRACTOR SHALL COOPERATE WITH OTHER Il. ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH / = w to THE BEST ACCEPTED TRADE PRACTICES AND AS PER �'p • �C Q O CONTRACTORS AND SHALL LAYOUT AND INSTALL HIS 2po 0 Q d WORK AT SUCH A TIME AND SUCH A MATTER AS MANUFACTURER'S RECOMMENDATIONS. o/ NOT TO DELAY OR INTERFERE WITH THE CARRYING /6A� �. PqvN6 �4C FORWARD OF THE WORK OF OTHER CONTRACTORS. 18. SUBMIT SHOP DRAWINGS AND SAMPLES FOR ALL • ii.1�i�. E O ITEMS AS SPECIFIED IN THE CONTRACT DOCUMENTS. 4. THE CONTRACTOR SHALL PERFORM HIS WORK SO / _ �i / •41.•iii4 �` O' THAT A MINIMUM OF DISRUPTION IS CAUSED TO Iq. THE CONTRACTOR SHALL COORDINATE, SCHEDULE, `t �iiii ii4 44�irr � NEW CONCRETE i4i4i�i*4ii�ii'�4i14ijij� THOSE PORTIONS OF THE BUILDING WHERE THERE IS AND EFFECT ALL REQUIRED UTILITY SHUTDOWNS IN APRON A'�i±lii4i1i�ri�1�i4iie'e • • .J NO WORK. COORDINATION WITH THE OWNER. TWO WEEKS PRIOR • L4ii4441�i,�4j•14� 4.' / <C NOTICE SHALL BE REQUIRED. "' 0 5. ACCESS TO ALL AREAS OF THE BUILDINS SHALL BE N COORDINATED BY THE OWNER. 20.PATCfi1 AND REPAIR AS REQUIRED EXISTINS DAMASED • - • • • • • t? pRO woz CONSTRUCTION IN AREA OF WORK AND WHERE _ oz ' (;,q ADS�c U 6. CONSTRUCTION OPERATIONS SHALL BE COORDINATED DISTURBED BY NEW WORK. ALIGN AND BLEND -- - '- - FRONT YARD SETBACK / $ �'A(,,E. 4 Z Q } AT ALL TIMES WITH THE OWNER. DAMASED CONSTRUCTION WITH ADJACENT EXISTINS •osF. A' Wm 0 SURFACES. 3.6' 1. ALL EXITS SHALL BE KEPT READILY ACCESSIBLE AND EdaT / v ' • z z UNOBSTRUCTED AT ALL TIMES. 21. FINISH FACE OF NEW WORK SHALL ALIGN WITH FINISH Lo . �ii�,4i4ii�� W O FACE OF EXISTINS WORK. 8Q' . . ."1�1144i441+�ir1��j4i+� 0� w 6.. THE TERM TO REMAIN' IS USED TO INDICATE THAT _- 4441i4ii p- C� ' AN ITEM Is EXISTINS AND NO MAJOR WORK IS 22.DELIVERIES AND REMOVALS VALS SHALL BE AS DIRECTED •YAC y�•BA<,K ij�. its 0ILJ O its I_ REQUIRED, HOWEVER, THE TERM DOES NOT PRECLUDE BY THE OWNER. :, . . - -- SIDE / • I z H PATCHING, REPAIRINS, REFINISHINS, ETC. 23.SLL FRAMING LUMBER SHALL MEET OR EXCEED THE 45 U =� q. WHEN PATCHING AND REPAIRINS ARE GALLED FOR BY FOULOWINS_ F = 1200ps i, E = 1,760,000 •� W p U THE DOCUMENTS, IT Is NOT TO BE CONSTRUED THAT / • lv (Ni RTHESE1RERE THE ONLY PLACES WHERE SUCH WORK IS 24.JOS ST isti STRUCTURAL TO CONNECTIONS.'T� � EQUAL FOR ALL Iii, / �o \ylis-v, / P/0 4Or? ,S _ • 35 R ,+10. ALL PATCHING AND REPAIRING OF SURFACES IS TO 25.PROVIDE HEADERS (MIN. 2"x8" U.O.N.) OVER ALL �y / / m BE DONE WITH MATERIALS AND WORKMANSHIP TO POOR AND WINDOW OPENINGS SUPPORTED BY /10 , • • MATCH ADJACENT SURFACES. DOUBLE STUDS AT EACH SIDE. .3' /F�� Qie, / / II. REMOVE AND PATCH EXISTINS WORK AS REQUIRED TO 25•NEW WINDOWS TO BE BY ANDERSEN, 400 SERIES, $ • ; PI'OL ACCOMMODATE NEW WORK. TERRATONE COLOR IN EXISTINS ROUSH OPENINSS. 8X 8 OT 6 e / hoot, / it EX. DWELLING PA no / 11.1 „, / o � Z ►- rl' 41 Q. % ,\ ` z 11.,.‘ 9 1. I DEADM17�_6X6 WD RAILROAD TIES / / AN .I=tl i#11=IL-I1=111 PROVIDE CONTINUOUS • Al =11=11=11=11=11=11'. I' GALV.STEEL ROD 4'-0"O.C. `� IIFiII-11=111IIWI01 r 1 ) + 11 •11-11=11-11. I TYP. til - 0 =IPAIOIWII=AIL 110 =11=11=11= '.51 / 943 b DRAWN: R. JUAREZ -11=11: =11.WII�� SCAhK AS NOTEDIA 1=11=11-11=1111= 1 A „ 1111=11=11-111 / t 4 " 15 11=4011=411=110:IP1-na-nu- I!=11=11=1= 11=11=11=i1i. -11=11111=11��1�1'=11-11:=11=1!= UNDISTURBED SOIL 11=11=11r- 11:11.=II=1 Apr,. =41=07=.111 1=11--11=1 ® \+ IIWIL=11 '1'-11=11.= / L...... I,r00D 6�?b 11=11=,11��L-11=1 door:empur ,,, V' , ,,..,,. 1011111- 1 11-11' .-- 9 .,.., A , 71=11.=11: I 1=11.- NOTE: y X43 ��„,, ,�` WII=11�- -II-I HORIZONTAL TIMBERS OR RAILROAD TIES. „:„..........._ , .11.=.11=11-11=11=11 �; ..a a• II 11111=11-:11 DRIVE ROD THROUGH VERTICALLY AT 4'-0" �(�yC 1 Ilk ,.i,t ` ' -II-11=11-11. O.C.IF SOIL IS ACTIVE ORIF MORE THAN 3'-0" WORD ���1�.w*SI • f 011= OF SOIL IS BEING RETAINED.CONSIDER A • (��V y / "DEADMAN"AT±6.-0"O.C. v 4 _, • TERRACE WALL DETAIL PLOT PLAN 9 SCALE: 3/4"=I'-O" SCALE: 1"=101-0" REVISIONS: Ln 0 35-0' 35'-0" I�alrtl•�7].4. .J' :..4 '.rr. •°nr' •r' •''•i..rJ�".:1• '::'.... .,:. r'M rY•rr . ..t9: !• ♦ , \ Q I F- U -- tf � :. ` I s• 8.1*bna'o POURED Q ,C �' coecRerE Fou2Arwl1 rJ I.. 1 _ _ L 4. D'comas rooms U UJ M 113.11.2 STAIRS W 54' Q I- J 7it �, r UP Z m i Z1•• ?` 4x4 w POST s = 4X4 Y2 POST z X 4 ! $ (rrr OF 2) ►� _ _ _ : DTP OF Q tV r it ® N �y / w �; PIM 4'I'iOt+G�TI mfrD ® 11.-1 •.7 oN GRADE yj 1..)(3ARr�1EE .• T ` 019oR OPERATOR O •,I 0Meta e Q (L ;1 ! 1 '9 Y rr 4% •4 • q,' .• Jnr\ L JI 4 --4X4 WD POST(TYP)—L PAWLFP e t; J ;, 4T-0.0-0' 9'-O'x0'-0' 9'-O"xb'-0' Q spy sz .yr II+ =.:.. !AA: %. .r. •'"'. =.._r: •.1�. 11 W O \ ` (2)2X12+EADER (2)2X12 IEAC' (2)2X12 HEADER U OL Z } O 3'-0" t 9'-0" I'-0 9'-0' J'-0 9'-0' "t 3'-0' t, I.1_.I 03 o Uw (1-) z z GARAGE 1ST FLOOR PLAN GARAGE 1ST FLOOR PLAtu N SCALE: I/4"=1'-O" O w SCALE: I/4"=I'-O"9• E w v0 L --7. U (r) p U �� CZ N RIDGE VENT I-%'X12"LVL RIDGE BEAM 35'-0' AI TOP OF RIDGE X1 22 RAPIERS• Ib'OG. sA. 12'-0" 10'-0' 12'-0" 17'-4 1/2" 0'' Q 1 1 II III 1 I I II I ,Il, I I II I 1 1 1111 I IIII I 1 1 II 1 1 I I ' I I 1 .r212xo VI : ASPHALT SHINGLES(A5 SELECTED 0 z Qp 1r BY OWNER)ON 15 LB.FELT ATOP II 'IFt1925' III • Ib'O.G. _ A i/2'PLYV100D SHEATHING W DN IOTJ►II1111 • 71/2AIM PROVIDE LATERAL BRACING w II. BETWEEN EACH.1015T. w CD w ;,. II ' STORAGE „ PROVIDE CONT. TGE t WATER SHETLD TO 2'-0' z 47 re FLASHING BtYOND WARM SIDE OF WALL Z O 9'4 PLYWOOD —� Q Z Q iii EN V 2ND FLOOR F.F.E. FLOOR JOISTS 10OVER UI 1 3/4" ,,� •.BLACKING A5 REQD..\ Iffir W OL TOP PLATE I' ALUM.DRIP EDGE Z Q Q 8'-11" GUTTER aK LEADER 0 r _ q ��:` DOUBLE 2X4 TOP PLA gh ,rOlir 4x4 ht2 MT OF MST 4X4 WD POST - .' U. 195d2'LVL RIDGE BEAM hYP OPT 8 ® �. RAFTERS N LAYER OF 5/8'TYPE'X' AZEK FASCIA BOARD UJ �' I • Ib"OG. 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'11.=11. 11=11=11=11=1,- ' a; s i+=1rn- I=II=1 "- �T 1=11=11= 11=11 = 11=11=11 =11 11=11=11. 11. � � � ���¢� �`'`.� 3..c�` GARAGE 2ND FLOOR PLAN "=_'_=' - °=11=1r-11 °X'b °�P CONC.PTG GARAGE SECTIONA '-"-"=_1i=u ER: SCALE: 1/4".11-0" SCALE: 3/8"=I'-0" REVISIONS: ARGHITEGTLRAL LOWER AZ3(TRIM MOM TOP OF RIDGE MOONS frol Y✓IHD�� ) -.NT TOP OF RIDGE -"Mil M..-"IL.; 1Z 1T-112' _-=-___ _71/2 ■M■ ■u■ ■■■ 16L-Iin NLD 2NDFLFFE�y .- .___= 2ND FL FFE 9'-,1 314'AFF V - -- .__.. 6'-113/1'AFF� / T • _ >- m■■■■■■■■■ ■■■■■■■■■■ 1 ■■■■■■■■■■ • I At _ TO xl.eMOFtf = 1■ -..■* _.■ ( ■moi■�.� .■■ 1 ■■■■1■■■■■ i� VRAGKET. - Q �L DZ DECORATIVE BRACKET. I i� � I � � DECORATIVE ALUM BUTTER I I 11110.1111111. i MI MEMO 1 ■l._�I��l = OPtER ■■■ < W Z 1 MI all-- . 1••1•■ Nmilom - CD 1- AM%TRIM ARO112 __I �- aquae DOORS Mer9 I - mime II MOINE .■... 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TEBE ECTE D BY - W O " ALUM BUTTER 7 _- 0 0 = 1 W p U fST FL FFE a-a AFF 1ST FL FFE • N r i GRADE VARIES I a-a AFF • N GRADE VARIES 41' MOOD OLAP BOARD MOOD OLAP BOARD SIMS TO MATCH EXISTN9 CASINO TO MATCH GARAGE REAR ELEVATION GARAGE SIDE ELEVATION ED SCALE: I/4"=1'-O" RIDGE VENT SCALE: I/4"=1'-O" I 1-%X12'LVL RIDGE BEAM Z -14,- U \ _ W CD Li 40- b pC z (r) = II OM a 0_ ILI Q zoz § O Z w _ = J �4SUB-FLOOROVER = AZEK SOFFIT W/SOFFIT w FLOOR JOISTS• LLI 11111111111111• T 0 - . - - ill ,_, (I)LAYER OP 5/6 TYPE X 12 H160 TJI's• 12" TOP OF PARKING GYPSUM BOARD ON CEILING OG.FLOOR J015T5 AREA DRAWN: K. JUAREZ _ 45E1-. 16 -� (I)LAYER OF 5/6•TYPE"X" 1=11=11=11� GYPSUM BOARD TO EXTEND TO CHECK: B L I 11=11=11=111 J E. UNDERSIDE OF ROOF WOOD CLAPBOARD TO 11-11-11 SCALE: AS NOTED 11-II - ' MATCH EXISTING �,9A "S--. -2015 1=II=11: WOOD RAILING 11-11- Ib STEPS BEYOND 2x41/2"PLY14001,WD.5TUD5S SING ON f/. �:4 1=11-11' DE,4DMEPI 0�-' 11=11- 1=ini u-fru-u-u II _1t 2X4 P.TREATED SILL PLATE. q. 1=11=11 II .II 6X5 RR PROVIDE TERMITE SFEILD $ SILL ` �"!~ I:1':IL1111111111 TIES SEE I 0 SEEP) HOUSE WRAP ON EXTERIOR ' '� �,II SP-11- EL•14 5SHEATHING PLYWOOD dirAre,11=11 DETAILONII11=11=1f 11 - __ _ _11=11- • 11- II 4`GONRETE SLAB ON 6'MIL VB. -- 1 11=11=1111 11=11-11=11=11= 5/6•DIA.ANCHOR BOLTS• $ l.-,II-Il- f II-II-II-II-11=1I 6" 11=11=11 A=111=11=11=11=11= EL. 12 MIN TO 11,1 j FRO O.G.MAX AND MAX.12' // .)'t'_ 11=11=11=.11-1-11=11="11=11=11 GRAPE \ • FROM EACH CORNER * '. .11•.11=111. I�II�II�II�II�... ..�. ... . , ,.,., , •_ . •, , ,.__. ., ._ ., _ ._._ .-_. _ ._.: • 1 111111- . I-' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 41:400 1�. 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IIII = II. illlll = 1F116.po. 1-11-11-1AI-11-11-11-11.-11-11-1.-11-11.-11-11.-11-11.-11-11.-1-11.-11. -11-11-11.- -11-11-11.-111-11-11- =11= _ _ _ _ _ _ _ _ = o = o = o o = o 0 0 0 = _ _ _ _ - _ = o - - - - - - - - - oll_u �.. �• _ _ _ _ _ _ _ _ _ _ _ _ Z _ _ _ _ _ _ _ _ II. .11. .II. .IL .IL - .11. .11 .11. .11 - .IL .11. .11 .IL .IL .11. .11 .11. .11. .11. .11. .11. -.111. .11-11. .11. .11. .11-11-1111-11- .11x111 1-11.-11...11 .... 6 pq�R®CONT, a• . . • 1111-11-1111�.-1 1-11.-11-11-1111-11.-1-11-11-11-1111-11-11-1111- 11-11-11-11, '•;,';1111-11.-11=11=1� _ =11=11 J-11:.11-11-11-1-1-1-1-1-I- - - - - - - - - - - - - - - - - - - - I. I. J. .II. .1. .11. .1. .11. .11. .11111111 •11. 11. .11. •111111 •IL •11. .11 -..-u-u-11-11-1 FauNDATION WALL(TYP) g : 11.=11..=.11-11=11=11=11=IL=IL=1=11=11=IL=11=11=IL=11=11=11=.11=1L � =11-11.-11- •.,,-11-11-11-111. - - - - =.IL=.11-11.=11-11=.11=111=.11=11=11.=I 1=11=11=11=11=11. r 11=11=11=11 1=11=11-11=11=11=11=1=11=11=11=11=11=11=11=11=11= 11-11-11-11. •,;,all=11=11:A=11- - =11=11=11=11=11=11=11=11= ?111=11.=11=11.=11=1- '-,t • 11=1�1•=11=11=11=11=11=11=1=11=11=11=11=11= =11=1I. •11=11-11. 11-11=11= =11=11=11-1. -11-111-11-II-11-1 1=11=11=11=11=11-2•X4•KEYWAY =11=11 1=11=11=11-11=11=:11=1= - -1= 11-a=n=1 -n=u=u- =11=u=u-u= a-u-u=1 1=11=n=11=a=�1.=:11= .=1_11=11e :11=u=11- 1=11=11=11; ,n-11=11= _ =11=11=11-11=11=11- GARAGE SECTION - B -11=11=11-1=11=i1?I -11=�1=�1-1 -1=11=11-1- fi,_ 122 6X16•PEE'CONC.FTG SCALE: 3/8"=I'-O" REVISIONS: RXP ROMA Rai RAPTER , . RPM VALLEY 1-EADER DESIGN \\I \ DAANDEADet SPN LP ro A M (POVDE I WA ADD 2 Kt 5T1.D5 EA EID (4)Ira rtALS rGs 0 1t wT wrm \\. Pr �J�icK�Arron a Kra snDvs�EA EwAGM J Q•OIGATPS DC51GN UtRIA LaM.GN NALs ARFTHt Nr0 RIME •EALn SDE a•STRAP :TALE RAOI STRAP MKr ExTEw a•ECYGM PThER% LE POR RAFTER PSTRLGT1RAL MfMGERS (� TAgL DA ,A /A A �"'��►V' (/IYI L LIFT STAP CNNETION IarrotioV2"ANcnat COLTS 5/8"ANCHOR acus (Roto"-TOwAu, W TO-wAtL Iry WALL-TO-FawArlor) simPsoER.,!E RA, Illik i//" TADLE 32A SILL OR POTION PLATE TO FOI�IDATION (PREs RH'T]VE ALTERNATIVE TO TAME s.5) Lc) °' ANCHOR �oLT CONNECTIONS „P DMI( ) Mas,DSPEEP MILE-1) ,J/ RE519TN6 LATERAL.& SHEAR LOADS FASTEST MLE WINDSP® (MPri) 1- U - ILI SIMPSON GTRON&-TIE L551J28 (Pfc-e- grrivE ALIT=RNATIVff TO TAME 'AI) ao loo Ila no lo Too Ila no 90 loo Ila no U - SCAM:Nor TO scxE ANCHOR DOLT FOUNDATION MACHO WALL PERIMETER MAXIMLM ANCHOR PCLT MAXIMUM ANCHOR 'OL.T - U Z NOTE CONNECTION SLPPORTIN6 EDGE NAIL SPACING SPAGN6 (INCHES) SPAGN6 (INCHES) FRAME ROOF U Q WHERE CEILING JOISTS ARE NOT OWES) SPAGIN& SPAN NLMPER OF WGOWON NALS N EACHU 12 PROVIDED AT TOP PLATE no ll._I CATHEDRAL OR VAULTED GEILINf69) SU PLATE TO (INCHES) (1ttI) EAP OF 1 1/4"x10&ALEC STWW �' REQUIRED• EA.SI �O RIDGE OR HIP CONNECTION (CRAWL SPASE OR a AASEEt tor) 2 STORIES f ALL.1 25 96 44 72 f ¢ O z IN ACCORDANCE WITH R802.3.1 IN IFA CAN PALS STORIES 15 29 11 2. 2. 5 5 - J ADD.TO STRAPPING. PX.t 0 t BO Or&a &TOR 0 2 2 5 4 RIDGE TENSION STRAP DETAIL f t5gw,YM-' �.+o ons wAAD ON &RA PATE ro EDN. 5 19 2a U20 2 5 4 5 J I_-) LN A5 5Rnissze I-5 STOSTO slcrtt ( AD ON 6RME) n 24 2 5 4 528 5 5 4 5 Z5 4 5 i ' Z.AAE?R1 TO RESIST LATAL toAas SI1NL pE DETA 'N TE raroATN D3K�N PER'#.GTlad U4. 9i 5 4 5 7 WANHR DAT SPAa(,A DAA S,GN MAXMM SHEAR u'Aary a•IADLOCED ROO"A P/acr. R Phi AS(1 3 DLIZ ANAYR DLT SPA5 MS®GN M0KM OVA L6PAGTY OF DRAChe WNLP EPEE NAL SPAGN6 Gr 6"O. ( X(1(PLP)DA.T N ADMC WAIL SECTIN 3A4. Q,- S.ANFILR D0.r SPAS 11A•T�ON MNv.11A SEAR L.WAGIIY a-DR 1GJ5 WNl PAET73i®6E NAL� N6 a I'OG. n 2 5 5 4�' (4::I PLC')l LT N ALGORDMY,E WITH SECTION 944. 16 2. 9 4 5 z Ct] SIMPSON STRONCrTIE 1120 161 241219 48 5f 4 6 7 0 O CONNECTOR NAILED IN ACCORDANCE w/ MAN(.FAGTURERS 52 4 5 4 a Q p 96 4 5 7 INISTRUGTIONS SIMPSON STRONS-TIE 112 I Nor TO*l�4L PROVIDE 4-I40 TACE MALS 12 2 • ! 5 4 5 1/ FROM KING STI? INTO LfJDFR FRCv 5'119 CANON NALS AT 5 I 5 i Al EACH SDE EA/1 MD cr C6-40 6TRAPP FOR 1 HEADER WINS Lt95 TFNN T FELT el 191 20 24 4 5 i 7 ��•�I;1`r Rom MANE, I t•-10P MINION NAILS AT MOM SPANS 28 4 5 7 a i=i-i=1� ITER TM 7 TET n. 4 4 7 - �11 ,\\ DOME Ter ple!...111- .,f,EASON 65-20 STRAP 5i 5 i a Q \ RATE tr. rROM To' RATE TO GRIME Q cur RR TO ALLOW FOR CRpnLE sTLDs STIP AND GREECE`iw ro 12 5 4 5 6 W 0 5F1E4mIN6 TO $E NAILED LEADER ) I6 5 4 5 7 IY TO EIOX n L LENOTH 20 4 5 6 a U O �✓EGOND FLOOR �� WALL 511D5 ---FrKei sTLDs- �,,�,P30N (i3�10 STRAP 24 24 28 4 5 4 a - z Q /I R=Ota texts TO tM 92 5 7 - - LU BD p, NO ',e',err - _ _ 6TIDE AND tIMER MIPS 56 6 a - - 0 aD COMMON NALS Cqd rLroRs T- TO sti RATE f - U LLJ ® EACH END OF STRAP STRAP �� REGOREP """ �NorrL'T �r AOSI A�eLYYCC NOT ir F POOP/MAO°i C memoir C No)141.ATCAM TO (� Z Z ( OMM TAELE � t!) ' K ow) , /� II II II (I yr y fiE Q a- Pa1T AB�.EL.Y.ITC iAdUTID NMBL OF NADA 6fVlL OC WAP-MED DY I INC AT CAGE�D 0tu W ,^�-I A O•TIr STRAP.MR GLH 4 PO.PePP_ASG N snavner p�µV03.146 PM LOM.TFC TAXATEP mom AT ACH CV lU,t O•NALS*IML to PWATR9 TO DE MOW DY I CZ / ` ''�` �� %'' }I-�� ^ t RLR WNL TO-WNL AND WILL-TO-PAWATILN LOMCTLGHS,THE TANLATED MAIM O•NLA v TYP I GAL FI\AM I NC/ ANP UPL I�T trJ A - AT �vrTUW a� ,> ♦e PERMS"TO ft RGY♦9 DY I NAL AT GLH as LE fit STRAP rat GLH 1,1L YOU LLIt 11 (L OF FLOOR ,,Dist L a rr MAIM&MPS N ADPITIGN TO V Wei ' "" GONNEGT I ONS FOR OPEN I NC S TORS AT wALL VIPs H w o DATTa' #tP TTGMGT' z J L ix4SI 511 STRONCO-OL. .E W/ If `IGAL.E.- 1/4".-r-o" (REEL SIDS U I- STRAPSIMPSONSIMPSON STRONG-TIE G520 VYFGM FASTEST MLE W (MPI1)Nor re mac CZ (Ni V MIN. $SURFACARIN& 12" FLOOR sof 100 TIO 120 STLD SURFACE FIRST I Lvvl� LOCATED AT EACH NEW STIP,TYPICAL `A TAME 3.9 5D COMMON NALS P Y I WALL SHEATHING ATTACHMENT 1 EACH END OF STRAP REGjUIREMENTs FOR WIND LOADS STRUCTURAL 6-EATHIN6 OR PANE. SPINE' (SEE �TACLE 5.55 TApI E 3h RIDGE TENSION STRAP CONNECTION REQUIREMENTS EFEFEFEFTHIS FASTEST MLE WIND5.'PEED (MP-1) FASTEST MILE WINDSPEED (MPH) I STUD SPAGIN6 MAXIMLM NAL SPAGIN6 FOR 50 SHEATIN6 LOCATION (INC-ES 0G.) COMMON NALS (INCHES OG.) SIMPSON STRONCO-TIE 90 100 110 110 90 100 H0 170 12 6 12 6 12b 12 6 n 0520 STRAP 0 EACH 5119 ROOD INSTALL CETWEEN SILL CUT ROOF NC)Ga tiGt+HALO PITGtt �� woes cr to cokimoN 1 STR w PAGat REQUIRED CAPACITY ¢RIDGE A' EDGE ZONE 16 f 6.1 T4/ 6 12 6 12 6 12 AND TOP OF I9 N. WALL. •Facn MP a-sive I (I n GOMELTION (PCF) 24 6 12 6 122 6 122 6 12 (n MIN. MARINO ON (see at r) .L 9.DD j 12 2 5 4 4 257 512. 594 454 W GILD Sl WAGE 12" -. _ THIS �% 14 5 4 5 4 516 416 525 645 12 6 12. 6 12 6 12 6 12 I- 110000 5:I2 U 4 5 or 20 A 5 7 5 47562 968 657 507 INTERIOR ZONE 161 bf 12.1 6 12 6 12 6 12. F �': 25 5 41 5 -- 554 7275 919 11291050 1211 ?jF 6 12 6 TI 6 122 6 122 C� IN Z GRADE •r. /� 56 6 5 - - 7Y1 95'15 U52 1452 �� G PROVIDE TERMITE SHIELD .. ., `�z� 12 2 2. 5 5 189 247 912 582 w Q z 1- OVER 2 5 4 4 252 550 40 510 OVER SILL SEALER AND >` 20 5 4 5 5 515 412 520 457 'NFGM O C� MAINTAIN 5" MIN. FROM - , 494 625 765 WD. TO FIN. GRADE �A���T 4.� 28 4 5 6 7 441 577 577 727 891 TABLE 38 FASTEST MLE WbDSP�D MEfl Q LLJ L 92 4 6 7 5 504 659 551 1020 90 f 100 Ho 120 z oQC = s/s"� STEEL ANGriOR t�oLTG SIMPSON STRONS7-TIE GS20 54 5 6 a 566 742- 955 1147 ROOF SMEATHIN6 ATTACHMENT MAX 9'-d' OG. (SEE WFGM Nor TO*Cwt I2. 2 2 2 5 145 190 240 295 REQUIREMENTS FOR WIND LOADS STRUCTURAL 51 EATF11N6 J TALE 52A THIS 16 2 2. 5 4 195 259 520 595 Q EXTEND BOLTS MIN.` 7' INTO 20 2 5 4 4 2•41 517 400 491 E F E F E F E F I- FIN. WITt1 TISHTENED lair �- 5:Y1 25 5 4 5 6 555 449 560 6813 I RAFfER/TRU`'S MAXIMLM NAIL SPA INIS FOR aD 0 & WAGHER TO EACH 60L r. 52 4 4 5 7 556 507 640 786 SI IEmiN6 LOCATION SPAGINS (N X) COM�AON NALS (I A1ES 00.) r 6l V6 4 6TRa4e-Tr 54 4 5 6 7 494 570 72o 854 Rik 2 2 MACWOi AVM is NOH'U619 n 2. 2 2 5 191 171 216 12 6 12 6 12 6 12 6 6 16 2. 2 5 5 175 225 257 552 Ib f W 6 6 6 6 61 bl 20 2. 5 5 4 218 255 959 440 4' PERIMETER ZONE TYPICAL WIND UPLIFT CONNECTIONS 5 4 4 5 ;� 505 599 � 19.2 6 `, I`', I `, `, 64 64 We si 5 4 5 4 550 457 575 704 2.4 6 t b 6•' 6 6 4 4 DRAWN: R. JUAREZ sLIALE I/'�•"--d S► +EP WAS 9' ' 50 4 5 6 7 595 514 647 752 Ci1ECK: J. SBALGIA 12 6 12 rs ' 12 6 12 6 12 ;MIEN CRITERIA'AMERICAN ranter MP PAPER A5e3O;IATPON 12 1 2 2 2. 125 140 201 2.45 t WOGP MAW CrNSTIWT101 MANUAL ROR .......1 ...i. f 16 2 2. 5 3 164 4 2� 2ii4 327 409 INTERIOR ZONE 16 f 41 rij 6 12 6 12 • 6 12-2 SCALE: AS NOTED CM MD TWO fAMLY DMItiLNf�3 192- 6 12 6 12- 6 122 6 6 ��L, 712-1912 24f 2.� 9 4 4 246f 51(! 401 490 "', 0I5 Veal 1995 SDG tN6H WIND EDITION _ !' s/e"r STea ArraloR DL�TA 25 5 5 4 5 287 575 468 571 `�' MAX 9'-O Oo.((�Mn cM 24 6 12 6 12 6 6 6 6 TACHE SIA TTiTS 5F$1) 52 5 4 5 i 918 426 595 f545 >-;410;1,0, �'eR" zy, �`�'/A lV4J '141"•. All FiTRAPPIN6,NALS,FASTQ Ht5 TO DE • • O(rDD DA TS MN T NTO 56 5 4 +5 6 969 479 601 75b &ApLE ENDWALL RAKE & RACE TRUSS 4 4f 4 41 4 4 44 44 APPROVED FOR CONTACT WITH PRESSI.RP .. rDN wtrH T'16FRT Nlr TREATED L LMDER ' •.• &WfrT RTO EAGHt DOLT. L TADILATED eLtita IAd REOLAFE ENrS ARE WED ON TOTAL uu-r MN15 2/9 er Tit ROOT ASSINE.Y DGD LOAD 11/0x10 Pyr) ,/,� .: 1� t• t WI EN he TA5LATED M.CBA a HALLS PLeARIV N EAA1 BA Gr TFE STRAP IS EQUAL TO I MP TLE rRAA•16 5 ATTA tW N AN? /� .. -sem,'.! WITH TACHE D1 TEE RIVE STRAP ADO MDRIOYL NML?'IS NOr l� .. • ' •. 7.MA'@!A LaIUR Te'S I N LLU a'A Rax STRAP,TFE NACH Lr IOD LGMAOI NALS MOWED N WA1 E P Lr TFE CALAR TE NV ,r.: ... . •• Nor E7--®TFE TAdLATED WADER Of ED NALS N A STEEL STRAP. liy _ S." .• 4.PALATE!,La'?TYJN RE$T.RMIENT5 ARE IMMO ON A G"RDA?STRAP 5PAGN6,FOR INTERMIT Nose STRAP SPAGN96,MLTPLY THE " .,- •� TAJ.AT 'VALUES DY TIE MPRGPRIATE I4LTFLEt Num.r TIE NM.Ht a-NAL5 N E.Aa1 MD Or EACH STRAP 5 '5 D,S'?AL � ''� ri:E- * THIS PRO.FGT MUST COMPLY WITH TIE RES 4TIAL CGDE Or N.Y.S.AND ••. • ' LA+ecrGN TURRVARE IS PEQUREP. MfGiM11GAL SYSTM GGMPLIES w/GHAPTt7Z5 n THRs)u. PL12dDiIJ6 SYSTM .'. .. s rAILAT®I.e16m Re1,1TeRa.Bdrs ASSAE A�RGa'tEIfA1T Q`rA IT�r.rLR I.EaI RGTR'rET6Hrs a G Igo at LE56,TIE rADUAT®MUST COMPLY w/CHAPTRS 25 THRU 52. ELETRAL SYSTM MIST CMPLY w/ Iwu.Es SIyLL De PMl1T19 ro Ce MLTTL®DY Dao. Y4A! w/CHAPTERS 55 THRu 42. F e ROSE STRAP SPAGN6 owes) A Ii 192 14 AD 72 M,LTPI ER 100 L» UO WO 400 C.00 71'.Al. /, TYPICAL ANGf10R BOLT .: CLb� 1,' I:ER: :, . _ NOT TO r tonal tinware * RIDGE TENSION STRAP GA CU_ATIONS CASED ON NOTE #4 AaOVE "A- a+, IMP•10101 6 Nor IMP 5 aD COMMON NAILS (TAM ATED) X 1.95 (MU-TIPLIER FOR 16" 0G.) = 9.99 (4) 5D c0OMAON NAILS REQUIRED AT EACH END OF RIDGE TENSION STRAP N J A NorPP: REVISIONS: 69. ENTRE DA NT GELN6 ro DE NSU.ATLD WITH rr" (R-19) DArrS. THE FOLONN&NOTES ARE TYPICAL,RBIR TO ATTACFED DRAWNS6 FOR 64. ALL HOT WATER PIPES AD DLGT WOW TO DE NSlL.ATED AS PER NEW YORK STATE APPLICATION_ Y CGDE I. PRAWNCS ARE NOT TO DE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL Ofac AS. AFFF.- AWE FINISHED FIRST FLOOR ALL DMEN5IONS AND CONDITIONS AT JOD SITE. ANY DISGREPANGES OR CM5510tJs a ALL PLYWOOD USED STRUCTLRALLY SHALL MEET THE PERFORMANCE STANDARDS " " FROM PLANS AD /OR 5PEGIFIGATI0145 MUST DE GNLEP TO THE ATTENTION GP THEJ. AND ALL OTHER REQUIREMENTS NTS OF APF OAGLE US.CGMvE DIAL ST/WARDS SPECIFY UN SITE,HILI SIL GIN RECORD ENEER AND SAW(,ORRFI.TEP WITHIN (5)DAYS AFTER CONTRACT HAS DEN FOR TIE TYPE, GRADE AND SPECIES Cr PLYWOOD AND EMAIL LE SO DI3411 ) OR CENTER FLUSH VITH DEADER 1 AWARDED. OII ERWISE GONTRAGTOR WLL DE HB.P RESPONSIDLE FOR SAME. DY AN APPROVED TESflN&A6MNGY. XLIN SIDE FLUSH St ) 20 2. CONTRACTOR AW/OR SUDGONTRAGTORS SHALL DE RESPONSIE2 FOR A FAIXELY DRAGN6 CONTRACTOR SHNl SGHFDl1E ALL INSPECTIONS AD WAN ALL APRJCADLE - AND PROTFLTN6 Al WORK DLRN6 GONSTRI.IGTION AGANST DAMAGE,MANAGE,CO.uP'S, CERTIFICATE OF OGGLPANGES DISTORTIONS AND MKALIS\NENT AGGORDINS TO ALL A'PLIGADLE CODES,STANDARDS,AND 66 ALL GULDINSS WRT1N ONE ME OF THE OCEAN, DAYS, AND SOJP ARE N A WIND- _�� 60LD GONSTW.GT'ION PRACTICES. DOURNE DEDR16 RESIGN AD&LAZE D CPBNIN65 ON THE STRLJ✓TLRES MUST DE PROTECTED • o '. ALL MATERIALS MD GONSTW1IGTIGN TO DE INCORPORATED N TIE WORK BRAE DE N WITH ElASS MCEfN6 THE LARE�E MISSLE TEST GFRTFICAATION OR WITH STRUGTLRA_ • � �/ STRICT AGOORDANNCE WRI1 THE LATEST EDITION OF ASTM SPEGFIGATIONS MERE APPLIGA1.E SIUFTERS WITH ATTACH HARDWARE AS REWIRED DY GCDE (Gat SECTION 1609.1-4) ,1\\ . o , AW 9HA1 CONFORM TO THE STANDARDS AD REGGM.EWATIONS Cf THE VARIOUS TRADE INSTITUTES (ACJ,ALSO,541,ETC.)ARE APPLIGADLE ALL MATERIALS USED N COMEGTION �E7'Y NOTES -/ END WALL 16 MACAW 7 WITH THIS PRAEGT MUST DE NEW MATERIALS UNLESS OTH1EDwI5E STATED. L SEM ATTACHED RESCHfLK VERSION 95 RELEASE le �-� I J I 4. NEW PROW"TO DE LAP EP N CEMENT-IME MORTAR I: I: 14 MIX CONCRETE MOCK ❑ `r I� ill A A Iv a CO LA N/PoSF AS WICKED I- U - T E LAD LP IN PORTLAND CST MORTAR I: MIX,AS PER TYPE OR N OF ASTM. JI MINIM Nf1 P CMV S TN OF C T 'I�� U - SL�E 5. ALL DRICC AND pLGYK WALLS SEAL DE COWED TGl£RfR WITH 61rLVAN17JD PLR-O WN A!M!N eRrrm Ion�+[eeN[srrmldrH P�)" , MIGLE L- Z nest res EVERY Ib"04.:VERTICALLY (TWO DLOCK COARSES,MAX)- F APPLICAPIE D.OGCIN&,TIP. . 4.1010k TO A. NO R (..Ot' TIT7 PARTITIONS. 5,ENG.SMALL BNGROAOH UPON ANY FIRE WALLS OR FIRE TIP!OR LLCATOIO C"LO NE LINerR.rloN WEATTERW)POT�JrVL 1AINN/11"� WHERE AECHANDGAL EQUIPTBNT OR MINE/PBAETRATE OR NTEDPPRE WITH STRUCTURAL FRAE, N TL /1611, U Q �[ 7. REINFORE FRAME AROUND CR ADJACENT TO AS REQURED TO MANTAN AHeeed wus,FAuoulaV MD OMR co aero • 'Strang-Tle MISTALL ON CVBRY DEW HEADER,2 PLff IL U sTRUGTUZA. INTEGRITY Or WAIS,CELN65, FLOORS,RRGr5, ETC. NO'memo TO PC wGTNeR troo WO 7rdO LTL AORTIA O UJ 6. M1FLtINNI(AL VENTLATION 51tM L DE PROvoED WHEREVER REQIRID DY LO CODES AAD ORDNANCFS Skered SIMPSON STRONG-TIE PGA Q Z AS WELL AS IN ACCORDANCE WITH NEW YORK STATE CODE5. pane .f6 no MERL* JCS LN eRADe, s I �. LLI 9. ALL WORK PERFORMED DY THE PRAE CONTRACTOR AND/CR 5.6CONTRAGTORS DENS EMU ERECTLY OR MOW LMRASE POR RADS 7100 T Q I- J ALA.INPR( 4TRM.TIN O DOLL MENT AW OwNFR SHALL PERFORM WI WORK LNDHR THE PROVISIONS Cl TIE De4T VALE rJVAl1 I POLLS,IM19024R MRS , •.R ,,„. SIMPSON SI RONO-TIE I1W J I- 2 10. ALL TANS N510N5 AND CmDITIGNS TO DE VE MU)DY CONTRACTORS PRIOR TO CONSTRICTION MD PRIOR a ORM taau+L LANG.?Am crazy TO tVAnr SWSCALE NOT TO SCALE ,n TO CRDERN&MATERIALS. SCALE:TOT TO SCALE WIND I LOUD VI GINS ENDWALL �QJ to N- IA RECORD BOWER IS NOT RE5PONSIDLE FOR SUPERVISION, INSPFLTI&N,OR/MINISTRATION OF raves,c eRr aim AW sere OPD:ID TO WV S� S tie THIS PRGiC(T. lit MAIM MD&PAee HAM PL/66 Z Co 12. CONCRETE SHALL HAVE A MNMN SFEGF®COMf1RESZIVE STRENGTH AS 5119M4 IN TAME KR SI:1 P51-AA76 kPa SCALE: I/4"= r-c (� Z R.4021 CONCRETE 61,15,F_CT TO WEATHERINEI AS INDICATED IN TADLE RS012 SHALL DE AR ENTRAINS WE/APED IN TAPE P4022 MATERIALS USED TO PROCUGE CONCRETE AAD TEST-NS A AT I PEWS5 U O R AT 7AlL R�11 PLR WbVlQtti6 PDXEMA THEREOF SHALL COMPLY WITH THE APPLIGADA.E STANDARDS LISTED IN Aa 9Ib. IN ADDITIONS TO k L Ait-e N 7H'£ 4 T1R1TWAT MAY to an Tea ro E V RV TMAWN6[ARN6 LOt8Il0CT1aJ SRL z M re APR-41RtMe9 LQYAEIe 14 KIG�WY,G wan FA7RIOIL ty TEE CEMENTS PERMITTED DY AGI 9Ib,CEMENT CC f LYON&WITH ASTM G 1157 IS PERMITTED D. ax mom 40U PGR MNMH 4Etes4T CONIBtr = W I'. WHEN PLACED DIRECTLY ON CONTINUA TH FOUNDATIONS , E WALL, WOOD 511 PLATE CR t PROSE 6 M.PLLYERHJ*C VAPOR prates.Iltot AL AIDS RE ERGO. 0 2 0 GOLD FORMED STEM. DOTTCM TRACK SHALL DE ANGIE/RI•TO TIE FCU-DATION IN of NAILING 5GI1E 1.1.E -) Q (L AGGORDAJGE WITH SECTION 7"MNNILM EM EDMENT. J 14. ALL CONCRETE CLOCK MATERIAL SHALL CONFORM TO ASTM.X•-90 at (Viow AS.TM. 0-445 LATEST REVISIONS. NL7AEet a" 6- THE TOP TWO COURSES WAIN 15'EMDEPED CONFORM TO As.TM. (-IAS LATEST REVISIONS. IVSCRrnoN LP EOarS CRAM KALI r'�1WT� sINMN SHF ✓Al.TITAN ALL ANCHOR PILT5 SHALL DE SET INTO ALL HOl4DW GORE LLOGK AND FLED SCUP. ROS rRAdG PER Mir 'V TTOR E5 INSTALLED AT ALL I"ANCHOR DOLTS BM4CEPED TOP 2.GORSES AND FLLED SOLD.I4. FILL 6GLID ALL COW-RETE DMARN/SOL_ N ALL CLOCK WAALLS ADOVE KS UDDER CONCENTRATED LOADS TO RAS.TO TT PLATE(TLC N at to EACH LIP rV Mai LAP 60L.TLDVN THREE R A4T=6 Iii TE. ALl Loo a LNTS SHALL HAVE A MNMLM OF 6"WARINS AT EACH BAD Orr1Ne J�sf TO NLP PLATE(TGR wvLID) S 641ALL.MASONRY OPE NNGS. CNe,DIST TO PARA LEL RARER(FAce tAL ') 9-64 RTO L ORNlR 5TLP5. FOLNDATINS MD FOOTS WD FGR MARN6 ON VIRE/N SOL AT MNAIM LEARNS CAPAGTY GF 2900 LDS came asr Lim A8t PARTLTIGN(.TE NN ) 0641 PER SQUARE rT WITH A MNMN Gr 9-(J COvEL (VF a CONTACT ARGHITCGT WTTIi PISCREPANGES) Cgy,,R TC rO RAFTER(PALE NANO ) 7.641 �HTWIG& F•5/S 6 ATR ANCHI9. Al WCCD FRAM S,NC.IDN6 JOISTS,DEANS,POSTS,STID5,ETC,TO DE DOI A5 FR NOl OR GETTER /k ADWITH rb-I200 PSI SNLAR,Fb=1400 PSI REPETITIVE MIGROJAMS TO DE Fb=26O0 PSI LLCM*TO RAFTER(FACE NALCO) 9-6d J0IST5,TIP.20. STRLOTERAL STT TO DE ASTM AS4. PETALED, FASRCATED AND ERECTED PER AISG. M Laren r0 RIER(FACE NILS)21. PROVIDE META_DRIP PL.A5HIN6 OVER AL.L EXTERIOR WNDO S&DOORS. TP. O IL22. A L DOORS TO 6ARA6E AREA FOR INTERIOR LWNS SPADE SHtA L DE 9/4 WAl.MS,*ISLUHCR UL 5t3F(,LOSING (MN. T 'PLATE TO TLP PLATE(PACe WL ') 7.-2641 PER rlaor O A SNSLE-STATION SMOKE DETECTOR ALARM DEVISE SHALL DE INSTALLED ON THE CELN6 / '` TOP PLATES AT HIt7t4crlar5(Mct NALID) 44d ,ANTS-61a15LE I_" 1 I I 1 Z 25. N EACH AND ADJACENT TO THE SUEEPIN&AREAS AND ME CASEMENT/CELLAR R AND ON EVERY FCUDATViN WALL,TW '' < �- FLOOR A5 PER N.Y.S. COVE SECTION R 917 STIR TO GRD(PACE NALID) 1-IW 24'0L. 4 x 4 CALM,TYPICAL I.L.1 (f] 2.4. E 8"GYP.DD. OR APPROVED EQUAL 'ORE CODE"9/4 HCR RATED GYP. !` 2 11,-D O 10"OG. trim TO ttAR'R(PAGE N M. ') I d •. ALM MO .,►�. FeLOY.KN6 4'-,41 OG.MAX DD.rOR bARA6E UTLITY RM.,AND OVER ALL DOLERS AS PER STATE MD TYPICALI _ U W LOCA_CODES. Al FEEL D(RNEGI FIUIPMCNT TO DE IS"AVM SRAM i-Ad PER 6x4 STIR /^ Z 25. PROVIDE WANTED RESISTANT GYP. DO.AND EXTERIOR &RADE PLYWOOD IN ALL TIP HAL at 1x2rraM PLATE TO SAD(I?D HALM HHw PER s,v ono PLAN MEW ( J z AREAS 5l0 EGT TO DP051 Re TO WATER CR MOISTURE- TO ANICOORED 26. ALL S'YPSN DOAZD TO DE TAPED AND SPAGKLFD,MIN. 9 COATS 4-$d PM 646 SOLD SEDTI(/N AA Fro 404..WWI W O LLI 27. WOOD SUS SEAL DE A MNMM OF 2X4 NOMNAL LINGER As PER NYS 8404.5,AND UPLJFT STRAP CORCGTION 9441 PM STRAP SIMPSON STRONS-TIE 1-1125A 1 eZ 0 D MERE RFI,NURED DY SLTIONS R'22 AND P625 PROTECTED A&ANST DELAY AND TERMITES (� 2J5. ALL reAreRS TO DE 5LPPORTED DY 4"X 4"POSTS (TIP),LN Ess OTYERWISE STATED. Dorm/PLATE TO PLOOR Jahr,pMV Jahr,t?P 7r26d RR WI' :NOT TO SCALE I/2"= r-+0" W 29. PRO✓DE DOME HEALERS MD TRIMMERS AT ALL STAIR AND FLOOR GP NNS AND LNDER ALL , IST OR WOWS(PAGE NM. ) - W O POSTS MD PARTITIONS RLNNNO PARALLEL TO' £ " 90. DRID&NS TO DE EITHER SCID, r x 7CRIS SA CROSS DRDSING,MAX 5'-0'04. n�AAINe 4 51'HERE cAJ NOT SIMPSON STRONG z J SI. Al HEADERS TO De (2)2. x 6 lJN1F55 OTHERWISE STATED. ,LaWPM,Last To eu.NCP PLAT.at (rce NNLt9) 4-041 PIR,rarePASS TTR1J TIE LGA r ( 1 AL DOLT-LP WOOD PARDERS AD HEADERS SHALL NOT HAVE ANY SPLIT ON THE WDE PACE OF PRFOIND TO&1ST(TLE NUM) 7-641 Mut OV v J D yl.. ANY KEIvIPER GREATER THAN I/2 TIMES THE WDE FAGS SCALE:NOT TO SCALE 99. THE TOP CR DOTTOM EDCl 4. EDGES 45F JOISTS MAY DE NOrGIED NOT TO L9XIEED 2". ix TO Ja6r(rGt N.Lm) 7-ed EACH ISDW 0 0 ' AL STRLCTLRAL Wow SHALL DE KEPT 2"DMA FROM 011184,V(15. PLaAS1 OI TO L OR TLP RATE(TLE N L .6-641Lw ') - EACH ACM N 95. ALL FLOOR J015TS SEPPGRTN&KITCHEN MD LAUNDRY EQUIPMENT TO DE SPACED IL"ON CENTERI I IZ N 'TECO'HAKCRS,ETC.TO PE LJsee.SNRT TO WAY(Pace HALM s-Iw EACH�Ier . Al JOISTS W META,66Tffi.ErCs PRIM/ APPROVED N ANISED 2 COATES� catEV Loki RI MOM TO RES (TOE NIAID) S-ed RR,OST I I - * FOR PORED CONCRETE%AD PROUD£4"X 6"10/10 5k WWF.OVER 6 ML P&YETFMFlE VAPOR my ow TO LAST(eV VALID) 9-2641 PER Jam- 1, 4" f I PARKER ON b"WELL COMPACTED SAD AND SRAVLL FLL PMD JJre&TO ell.a2 TLP PLATE(TGE NQID) 9-1d PER rxr 99. ALL CONCRETE HWJt9H roonNss TO LE PROVIDED WITH 2-f7 RENFCRC.ED pODs. 40. TIE EXTERIOR WAGE Cr Al FC.NDATION WALLS DE ON SKATE(EXCEPT 1.10 AREAS)SHALL re Roa*CAMS PAR-PROOFED Watt AN ELASTIC COAL TAR GAS-,SW'PRMN&txrumOUS PLASTIC GFABJT. SIW.GTLM.PMeie bd If me/r PC.D rl ; 41- SWINE;ARO.W NEW CONSTRI.CTION SHALL SLOPE AWAY AM CLEW INTO DOSTIN6 COrVITVNS. 4'OL I L4flt RAZ 00116155(9G7 6) FRE r0011.65 SHALL EXTEND 4"PROM FOU.PATION ON ALL 5DE5 AD SHAH DE Ir THICK 42. PROVIDE GOMPOSTION AR VENTS AS PER NYS BAERbY COTES. M IMS REARM 46. ALL 001 STRLGTION SHALL DE 14 ACCORDANCE WITH TIE NYS RESDBJTVL RUNS OWES,TIE NYS RESCI NTIk..DLLDPNG CONSTRIZTION MANUAL, AND THE Ws ENERGY CONSERVATION CGDE. CAPAPL wA120Y1t12 I ad G LEL IT wee/le RLP 44. Al FLINGING rtTTIRES SHAT DE INGWVANLLY TRAPPED AND VENTED A5 REQUIRED DY NYS COD. wAL SWARTHS 4"x4"GeDAR RAL PLsT5 OAST RON PPE SHALL CONFORM WITH LOCAL COTE REQUIREMENTS WITH APPROVAL JOINTS,PPE 4616.6ilR,a.PMGS 641 r DRE/C PED SUPPORTS AND CN�ANCUTS. • 2"xi CEDAR TO'RAL 45. E 2.X4 STIP WALL. 0 Ib" 0L. (TYPICAL)EXTEND AL EXISTING AFFECTED A 1)MCN6 AS NECESSARY TO WET AFTER I-EN GGNSTRLCTION a 16.N WA.PO/ Sd=CRS I BSE/b PED 2"x2"CEDAR PALS® O 46. HEATES AD COOLING DESIGNS SHALL COMPLY WITH ASHRAE STANDARDS, werro ws' 641 I ism/r PED 5 I/2"OG.2"xb"CEDAR 47. LOCATION OF DASBvfNT SA5115 AS PER DEG.REGGNE494DATION. MAX AEMIK CEDAR TOP RAL SIMPSON (HDbA) H0.DDGWN Z 45. THE eEDERAL CONTRAGTOR/DULPER SHALL MAKE ARRA BIENTS WITH WV/PIM PACO; LU Lu Z TIE ONDE R TO SHFGT,PROVIDE AND INSTAL AS REQUIRED (PER NEC, Q2 NEMA,NAT. I'Ll)ADIJS CGDE ASME AND ASHRE SPFLFIGATIONS) ALL r OR te66 641 <BEE/C TED -11111111111111111111111111111111111111111111 / x4"CEDAR ■ ■ ■r i u 7/5" THREADED ROD HEATNN,VENTILATES AND AR CONDITIONNS EQURMENT WHICH ARE NOT MATER r lod <see/<PED I I, III� I r) Z z OI1RS.WI- SHOW ON TIC=DRAWINGS AS WELL AS FIN1611 MGLDN65 AROUND -1IIIIIIIII1I1 �IIIIIIIIIIIIIIIIIIIIIIIII'If I1II�I.I` Ir:16.TZRALS ) . I" O < C9 QDOORS,WNDOws,AM FLOOR/WALL_ NrimsecTIONs L N.LNB ReouReeNrs Aa Orem ON WHIM NIAID 0 WPM R4-CEN IR AT TRV PMC.wee r I► CEDAR IA S/4" PL`/WOOD SEAN FLDOR Z E- NO NOTE OR PETAL OR LACK THEREOF SHALL DE CONSTRUED AS R131EVINN6 WE WALL atATTRR9 re HALM 9 Nate R1 LQrtiR AT M PARE MEC TO WAN teete7t STIR WwAGRLl, I_ iI�I • THE CONTRACTOR FROM EXECUTION Of ALL WORK N ACCORDANCE WITH ALL 001.1113 PLR 6TI0X.TLR L WIRERS SIAL Pt PRAM Ot A TERJNTE LLNNLTLR6,Slat a LFL W 49. ALAR RATES SNLL DE l TO MAYAN LEAD PATH -�= RP 2"xb"CEDAR DEGKAJ& W STATE AND/OR LOCAL GORES 5. POEN WALL REAMS S IS Damns OMR COIR OTED ISMS,Tit TADLLATID Nle or NW9 5ELL - TtE CONTRACTOR SHALL SNE Al NOTICES AND COMPLY WITH AL LAWS,ORDINANCES, De PSOATIW TO 2C PEPLZM TO I-26d NUL Pet raw FLOM JOIST LU p= RESJATIONS,AND ORDERS Cl"ANY R.DLIC AUTHORITY DEARN6 ON TIE PERFORMANCE P. CORROSIRI MAC ROOMS HALS ND 26 6rrse erM.so Aa:MUTTER STANK oc Pat vimp I ••• 1/2"SALV STEER PO.rs,51. z D5E AS R QUIRED ISI SYSTEM L WARD GF WATER TH. TAI5LE R301.2 (0: TYPICAL RAILING DETAIL Wf5'"D w FLOOR JOIST ® Ib" Of... Si. COPYRf�HT 2004. REFRACTION a Ti LZ PLANS,N Ally FORM WITHOUT THE WRITTEN I-- CONSENT CONSENT Cr TIE DESIGN Ik IS PPOHIDITID. TI tC PIANS MAY NOT DE FLED FOR MAW wIP A Is..o a.D.rLr TO MORE t HOLM Ms CE A1GD SOLE: 1/4" a r-0" NOTE:SPACING SHALL NOT ALLOW CONSTRUCTION P PPO5E5 N ANY Dl1LDIN6 DEPARTMENT,WITHAIr TRC DL516NB S IMEPLAYAVTIT HALMS �p 6f1322/01R1GA7 Y HeA �}K Mart DELAY GERM HP AS PERt NYS P.694 PASSAEE OF A 4"DIA SFMERE kg G 0 WRITTEN AUTHORIZATION ANY USE OF TI r•i PLANS FCR ANY PURPOSE,OMR THAN THAT SPECIFICALLY A THORIZID DY WE DEsIG5ER, IS ILLF_6A„MD 4S PM' DO MPH emir S PST MOA7RA1t MO:eNTE 1 115 RSD y- . MAY SJAEGT THE USER TFERFOF TO WE PAYMENT OF RLL COvl,ASSIONS. ?oI77J • AT NO TAE MAY TIM FLANS DE ALTERED IN ANY WAY LNLESS ALTN6 U4 R RE WINDOWS AND DOORS: PLATE DIRECTION OF TIE OfERVISN6 ARCHIITEGT/PNbINNEER Tl IE FOLLDWINS PRODLIGTS ARE SPECIFIED AS THEY MEET OR EXCEED THE REWIRED ;' y� TOP 54. rip ®FALSE VALEY5 YOVERS DESIGN PRESSURE INDICATED ON THIS PAGE AND M REGjUIRED LANDER STATE GODS: JTA13L.E R30I.6- PROVDE NALNS PAD 5E1.IRED TO PRMARY FRAMINS I. WINDOWS WILLL PE ANDERSON 400 SERIES TILT-WASH - WITH A PERFORMANI.E RATING -PROVIDE PAD WIDTH TO AGGavIODATE cur END DIMENSION Gr RAFTER BAD. Cr DP50 AS PER AAMA/NWWDA 1.51 TESTINS REQUIREI ENTS SIMPSON (l PM) KOLDDOVVN DRAWN: R. JUAREZ -PROVIDE SALV. FRAME'S C6l-W&TIONS 0 PAD TO LAYOVER RAFTERS 2.. SLIDING PATIO DOORS WILL. 6E ANDERSON 200 SERIES NARRDIM_INE SLIDERS ALLOINAPLE DEFLECTION OF STRUCTURAL MEMPERS -MAINTAIN VE?NrIJ&AT LAYOVER. 9. ALL OL SS TO DE LOW - E COATED AND ARSON FII I FD TO MEET ENERSY CODE CHECK: J. SBALGIA SHEER WALL CONNECTION DENGUE SCALA NOTED 55. FRE DLOCKN6 To CODE RAVED-RiOLD.1 4. ANDERSON WINDOiNS MINIMUM DESISN PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 15 PSF E __46 54. A SIJVED sat TO re SMD OR SRAM.,WITH MNM.M TRACES OF PRY CLAY.WITH 5. ANDERSON WINDONS STRL6rURAL TEST PRESSURE FOR ALL RESIDENTIAL WINDOWS IS 22.5 PSF STRUGTUZAL MEMBER DEFLECTION Nor TO WIZ ar A MNOANA LEARNS CAPACITY Cr tow LDS /59. rr. b. ANDERSON WINVW5 WATER RESISTANCE TEST PRESSLRE FOR ALL RESIDENTIAL WINDOWS 15 124. PSF RAFTERS HAMS&PPM NEATER MN 9/6 L W 6,. " 57. ALL roams TO REST ON VIRGIN,LN ISTLRDED SOL PNIRe9 CELNIN ATTACID TO `1=.'`1,!g,-i%6'RAPIERS , _ 55. PESO,'LOADS ARE AS FCL ONS PER SQUARE FOOT: I °d" INTERIOR WAILS AND PART1rIGNs HAW LOCATION LIVE MAD t7®°ll`LTION OMIT LIPASE LJYe LDV MOORS AD PLASMAS QSN95 L/7I0 ! o'teer''an 2 ND. FLOOR 401/ ION L/IItfO LOITERER.PMLf.ITES /O AI.ORIIt SriaJGTIRAL LAW 40J AU ;A :°- 5 RD. FLOOR 40# Io# L/960 DESS 40 E0156CR PILLS WM PLASM OR onto;rUSt HMOAiiIII �ei ,�O" ' LYaITLt Rvlsrrs 'iiir ATTIC (NON STORAI�E) �N L/`L4/J PAeANBER mar MUMS RO Exr1RiOR WA.L6�MW LON6A WIRE LAO P� F ATTIC (STORAGE) ION (sNON) ISN L/240 ATTICS wmHcur STO+Aee b ROOF (WITH FPL GELN6) ROOF (NO FIN CELNS) 30N 7N L/EPO ATTICS wart SraRAet so ExTCRICR WALSNTD LO)ADeA WITH L,/DO t " SNOW LOADS HAVE Dffi4 AA(JSTED TO REFLECT Cr MI6 OTTER 1NN SCEP*RA'N5 40 PI• I•f mores TIC SLVEGFF FACTOR,AS A MOTION • ROS PITCH RAFTER sizes MAY HAVE TO DE ICASED RETO AGCCMCPATE HIEtER 940N LOADS. 59. 61/65 N%ELITES,SHOWER DOORS AND%PNS 61/55 DOCKS TO DE TBvPERED GLASS 6fAW5 RaNre NOTE: L = SPAN LENGTH, II = SPAN YIEIC�IIT ' �S E ri as 40. ELECTRICAL WORK TO CONFORM TO THE NATIGTLAL ELECTRIC CODE AD ANY APPLIGkLE '� *4wc,.y« -y + LOCAL CODES. ALL 13FCTRIGAL WORK TO DE LNERWRlrEz APPROVED e41,464PAL6 NV tIMVRALs tan A. ME WIND LOAD SHALL $E. PERMI I Ri) TO PE TAKEN AS 0.7 TIMES Al. CONSTRUCTION TO GOPFORM TO ALL cats HNVI S J,RISDIGTION. 62. TI EZ PLANS APE DESIST ED TO MEET OR ExceEp TIE REQURMENtS OF TIE -ME COMPONENT AND GLADDINS LOADS POR THE PURPOSE OF THE . A n2 FRYER N517E OR CSCE owe.VARIATIONSS MAY DE REQUIRED • IDL IS THE RESPONSTY as ne PLAN PPRCHASER CR DULLER TO VERIFY 9.e+i DETERMINING DEI=LECTION LIMITS YIEREN. REQURMENTS WITH WE LOCAL CODE OR ENFORCEMENT OFFICER AAD TO ACAD TIE PROPOSED CONSTRUCTION AS SO REQUIRED.