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Home My WebLink About1000-68.-1-15.1 OFFICE LOCATION: *O� SU(/j�01 MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) y � � �p� Telephone: 631 765-1938 Southold, NY 11971 O Fax: 631 765-3136 Cam LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, LWRP Coordinator Date February 16, 2018 Re: LWRP Coastal Consistency Review for ZBA File Ref KEVIN WHITROCK#7143 SCTM# 1000-68.-1-15.1. KEVIN WHITROCK#7143— Request for Variances from Article III, Section 280-15B and 280-15F, Article XXIII, Section 280-124; and the Building Inspector's September 6, 2017, Amended October 31, 2017 Notice of Disapproval based on an application for a building permit to demolish an existing single family dwelling, construct a new single family dwelling and a new accessory garage; at; 1) proposed dwelling located less than the code required minimum rear yard setback of 50 feet; 2) proposed dwelling located less than the code required minimum side yard setback of 15 feet; 3) proposed dwelling located less than the code required minimum total side yard setback of 20 feet; 4) proposed accessory garage located less than the code required minimum (2) side yard setback(s) of 15 feet; at: 580 Terry Path, Mattituck, (Adj. to Great Peconic Bay), Mattituck, NY. SCTM#1000-123-6-20. The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the below listed Policy Standards and therefore is INCONSISTENT with the LWRP. Policy 4.9. Minimize losses of human life and structures from flooding and erosion hazards. The following management measures to minimize losses of human life and structures from flooding and erosion hazards are recommended. specifically A. Minimize potential loss and damage by locating development and structures away from flooding and erosion hazards. The proposed residential structure is located in FEMA Flood designation 0.2 percent annual chance of flood hazard or "500-year flood", which means a flood has a 0.2 percent chance (or 1 in 500 chance) of occurring in a given year (USGS). The VE flood zone is locate seaward of the proposed residential structure. This flood designation is high risk and has a 26% chance of flooding over the life of a 30-year mortgage. No structures are proposed within the VE flood zone. Find address or place 620/.T�C.I�ZRY FAIN 5401ERFC/F11TTI580TERRY M7H l.:v� �`�d. -,i";�` •, -IZO TERRYrATH ifbTERRY HITH 5i 1 ""'l„i': '.i-`,. .`pi "✓1. �f✓{.Y � !"_a�•v ;C� �',j. ':�� :,r"rl' �N'' �s, �,/�i�„S�rA Y"✓r` 0.2 PCT ANNUAL CHANCE FLOOD HAZARD ,. • z` ' ' �r „a. m;+;``b:l.,^r.,�X,{-. .pj...+;.�,.r:.•�>• +�.:.w f':s; ��. ,/ ,.,. t 91{ ` �' . fiF:, k°;y in=' k',,,;.,.» s .;''3,; Y'::..r- •.1'F..riP�'.s F.6 ry,�"4.,.5 'p,£l `r.'s `" v",�i',�:. ,tet,;. >,•' J.*j ,.. xta�✓"I.�+, r"9^e"�`;{Y .^� 1'•�,'t:a:;.ri•:-Y"3�;:.s, t. i, .y •.�.," W`r;s,. � .r;,er., :�'."r%''F;.,�a.1-'t. :ai..:�.e' `,r Sr'.v 'p,�`';;,,^J f:. :J.vatc. ^s.:w V14�' x:.�:f i..oa ;Sui��,,y .''�"7}'^av%•'+,' ,;� yr',.�' :>4 ,t::>.�. rte,,'/-T.:.,,{.�.':.%:s'"r,�A,v.;. . ri1:.z F''%' l.,")y �ti'}t.M-'";.dt .•N. •�•''1 1:.4^l,»f'3s'�Y. .�.R lam'>r•i�t�'�w ..�'r.I��P .Z,'.+ 'i -1�: ,.� �'v't:F. ."•`t. r^7',c:�,:�r;. ;�r.ai.�{,:'�}.d x.'�rlX,",fr.TI'.`:-t r-rr,;,�i.r,. ,m o.°n'. " "'�, +; "' a.y.•;3'+.J�tp.;:+ r'ae;•,�-'� .!.•'Y�.r��..C.•''t.;:<�;"a:1 .pr,..:°a qe° '+ f�...i}a".J:.'"''rr' ^C,�rl`•�v" ..r" 1-r')t E,+' "t` iE:Xo-'r f:, :.� . F'>,,F .S"!,.y,:t ,�'';�`�,.;,- �}''N,it?,r,s•1:-f".� 3s.;Y,Y7 '"w J`l. ^,°"'✓' ,' ,,;•,1 .,p°.»., '•t'-""r,r,".r' �+','=y,�r,,.. ..�/_�« ;rp'C'" i„�i.;;,.;Rl`i ".;i...•, ,fib ».x.•A..,6;;i ,` ty,. r "'2't ''''a' y•�m ++�`" ,r,a:" -.a'"7°7�'"..,�,'.:p>��'A ar �'ts., x "!- •;.'r<'., %d' >'k `T+,'k•p, x. ✓.. " xN:r .asvf nc.-�:,¢"'�<r",ft",':Y"� ,d.. .ay. '} 'PJ` s:,C: t:';34:£�'•�r:..xa„�.^{�'.'. ^#r"r w,rfi„tT '+.,b':�;+'»q;°.�~,`.✓t,.g•.%' -� < o-„�'+i":. ,ti.-�'��'.-. +'` Y', s°)•>�"'r•`•, ,' .,riji'4R - ✓"r:. ;.4j',,ir'a .e.t.{.' .o-,A.-d.,'.�' s. ��t{.>�• '', ,z- :�li;,ir'.y,• ..1.�.. �:; "7,_',+,>�r"-<';..�-'.r`.s ..R',`:'`Y,`,�,r' %'a ,>';�,�r'f •f rJ,+:•'J. .� '�:c.,r J."t"�..:'�'ti�t�t ;"3'i'�;'..,� �.'l "r".T�' I.<i..-�;.':5,,:' ra'"�„rrs:,.•.,,<.Y„'. '-r Figure 1. Subject parcel and flood zones. 3. Move existing development and structures as far away from flooding and erosion hazards as practical. Maintaining existing development andstructures in hazard areas may be warranted for. a. structures which functionally require a location on the coast or in coastal waters. The structures do not functionally require a location on the coast. b. water-dependent uses which cannot avoid exposure to hazards. The use is not water dependent. c. sites in areas with extensive public investment, public infrastructure, or major public facilities. The action does not include public investment, infrastructure or facilities d. sites where relocation of an existing structure is not practical. The parcel is over 595 feet long. It is recommended that structures are located as far from flood hazards as practical. Policy 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions. Although not under review, it should be noted that in response to property damage caused by Tropical Storm Sandy, the Board of Trustees issued a Wetlands Permit in 2013. The permit did not include the large deck seaward of the residential structure, rather a rock splash pad and filter fabric were specified in that location (see Wetland Permit 8004). Pursuant to Chapter 268, the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy, Town Attorney BOARD MEMBERS V S®(/ Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� fif®l 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes v, Town Annex/First Floor,Capital One Bank Gerard P.Goehringer • aO� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®l�c®UNrI Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 6; November 29, 2017 � �n�98aaX pian Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. #7143 —Whitrock, Kevin Dear Mr. Terry: We have received an application for demolition of an existing single family dwelling and construction of a new dwelling and accessory garage in Mattituck. 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 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairperson By: Encls. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: September 6, 2017 AMENDED &RENEWED: October 31, 2017 TO: Suffolk Environmental Consulting(Whitrock) PO Box 2003 Bridgehampton,NY 11932 Please take notice that your application dated August 29, 2017 For permit to demolish an existing single family dwelling, construct a new single family dwellingand nd an accessory garajZe at Location of property: 580 Terry Path,Mattituck County Tax Map No. 1000—Section 123 Block 6 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed accessory garage is not permitted on this non-conforming 22,775 square foot parcel 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..." Pursuant to Article III, Section 280-15B requires minimum side yard setbacks of 15 feet. The proposed garage notes side yard setbacks of 8.3 feet and 6.0 feet. Furthermore, the proposed single family dwellingipermitted pursuant to Article XXIII, Section 280-124 which states that, on lots measuring between 20,000 and 39,999 square feet in total size, the minimum rear yard setback is 50 feet, the minimum single side yard setback is 15 feet and a total side yard setback of 20 feet. Following the proposed construction, the single family dwelling will have a rear yard setback of 40 feet a side yard setback of 5.9 feet and a total side yard setback of 11.9 feet. Cof ro al w s amended to correct proposed setbacks. orize ignat 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. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS For Office Use Only Fee: $ Filed By: Date Assigned/Assignment No. Office Notes: House No.580 Street Terry Path Hamlet Mattituck SCTM 1000 Section 123 Block 6 Lot(s)20 Lot Size 22,775 s.f. Zone R-40 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED: October 31,2017 BASED ON MAP DATED August 22,2017. Applicant/Owner(s):Kevin Whitrock MailingAddress:46 Willow Ridge Dr.,Smithtown,NY 11787 Telephone:631-754-7065 Fax#: N/A Email: kwhitrock08aahoo.com NOTE: In addition to the above,please complete below if application is signed by applicant'attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents. Name of Representative: Bruce A. Anderson—Suffolk Environmental Consulting,Inc. for Owners Agent's Address: P. O.Boz 2003,Bridgehampton,New York, 11932 Telephone: 631-537-5160 Fax#: 631-537-5291 Email: bruce(a,suffolkenvironmental.com Please check box to speck who you wish correspondence to be mailed to,from the above names: ❑Applicant/Owner(s),or [X] Authorized Representative,or ❑ Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED MAP DATED 8-22-17 and DENIED AN APPLICATION DATED 8-29-17 FOR: [X] 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 III Section 280-15,Subsection F and 280-15,Subsection B Type of Appeal. An Appeal is made for: [X]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[XJ has,[ ] has not been made at any time with respect to this property,UNDER Appeal No.5702 Year 2005(withdrawn). (Please be sure to research before completing this question or call our office for assistance) Name of Owner: ZBA File# REASONS FOR APPEAL (additional sheets may be used with preparer's signature): AREA VARIANCE REASONS. (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted,because: The proposed activities are suitably setback-from the bulkhead in line with most developedproperties in the neighborhood and the existing sideyard setbacks for the dwelling are maintained or increased (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: Tlie lot width at 36'_+precludes redevelopment of the parcel without zoning relief. Setbacks form the bulkhead to the proposed dwelling are increased over existing. (3) The amount of relief requested is not substantial because: The existing development is similarly non-compliant with respect to the required dimensional setbacks for this lot. (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: The project is outside the jurisdiction of the NYSDEC. A new compliant septic system would be constructed for the lot and setbacks from the wetland boundary(MIIR)for the dwelling would be increased over existing. (5) Has the alleged difficulty been self-created? ( )Yes,or(X)No. Are there Covenants and Restrictions concerning this land: [X] No. ❑ Yes (please furnish copy). This is the MINEWUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety,and welfare of the community. Check this box( )IFA USE VARL4NCE IS BEING REQUESTED,AND PLEASE COMPLETE THE ATTACHED USE VARJANCE SHEET. (Please be sure to consult your attorney.) Signature of Appellant or Authorized Agent (Agent must submit wntten Authorization from Owner) Sworn to before me this 1151-,day of—�,2 Ali) Notary Pub Mgt`heo,j D Iv?ns Not;i<<' P';P C C}` j,1-iv York P, 0" 22, 20 P Cornm`Iss`iur c�>.p es jarv,ar,; Page 3 of 3—Appeal Application Part B: REASONS FOR USE VARIANCE(if requested):N/A For Each and Every Permitted Use under the Zoning Regulations for the Particular District Where the Project is Located (please consult your attorney before completing): 1. Applicant cannot realize a reasonable return for each and every permitted use under the zoning regulations for the particular district where the property is located, demonstrated by competent financial evidence. The applicant CANNOT realize a REASONABLE RETURN because: (describe on a separate sheet). 2. The alleged hardship relating to the property is unique because: 3. The alleged hardship does not apply to a substantial portion of the district or neighborhood because: 4.The request will not alter the essential character of the neighborhood because: 5. The alleged hardship has not been self-created because: 6. This is the minimum relief necessary,while at the same time preserving and protecting the character of the neighborhood,and the health,safety and welfare of the community(Please explain on a separate sheet if necessary.) 7. The spirit of the ordinance will be observed, public safety and welfare will be secured, and substantial justice will be done because: (Please explain on a separate sheet if necessary.) ( ) Check this box and complete PART A, Questions on previous page to apply AREA VARIANCE STANDARDS. (Please consult your attorney.) Otherwise, Please Proceed to the signature and notary area below. . � . Signature of Appellant or Authorized Agent Sworn to betpre m this 04r- (Agent must submit Authorization from Owner) day of. ..1SrF,et„ 201 V/MGti�r�� d OV'4,16 (N a ublic) ZBA APP 9/30/02 Matthew D Ivans Plot n' P,.i,i c a` rw York 59 Clea r ir, 1rl,c Gouinty Comm�-i:.,- ary 22 20/ APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: Kevin Whitrock Date Prepared:November 16,2017 I.For Demolition of Existing Building Areas Please describe areas being removed: Subject parcel contains a 889 s.f one story dwelling,a 210 s.f.stone patio,a 350 s.f deck,a 331 s.f.frame garage and two sheds at 101 s. f. each. The dwelling and garage are to be demolished. II. New Construction Areas(New Dwelling or New Additions/Extensions): N/A Dimensions of first floor extension: 27.6' x 46' Dimensions of new second floor: 27.6'x 46' Dimensions of floor above second level:N/A Height(from finished ground to top of ridge):29' 6"(to top of ridge) Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: N/A(crawl space proposed) 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: N/A Number of Floors and Changes WITH Alterations N/A IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 1422 s.f. (house, garage and 2 sheds) Proposed increase of building coverage: 625.6 s. f. Square footage of your lot:22,775 s.f. Percentage of coverage of your lot by building areas 9% V.Purpose of New Construction:Residential dwelling and detached garage. 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): Flat Please submit seven(7)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. 7/2002; 2/2005; 1/2007 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: 2. Address of Applicant:#6 WUWOW Xmk Ac,,Am mAmW& KY 11187 3. Name of Land Owner(if other than Applicant)-,TPP r 4. Address of Land Owner: 5. Description of Proposed Project:bC-YA%t3R EARIAG f bueWN6 ;6 90 S.A 6AAAW AND O4 MEMC - &M SFfl6."x'- SF GAKAO SSC LJ q37&)" 6. Location of Property: (road and Tax map number) 8 d O'M% VA LV.. 7. Is the parcel within 500 feet of a farm operation? { Yes { } No 8. Is this parcel actively farmed? { } Yes {i(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(765-1937) or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1•NSAN NOMS 1?a BOX 6G, M kTn tv OIC. NY I l5 5'� 2. 3. 4. 5. 6. (Please us/e they back of this page if there are additional property owners) �L ,�4�` — /I / zI /2� / 7 Signature of Applicant Date 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. QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the subject premises listed on the real estate market for sale? ❑Yes [x]No. B. Are there any proposals to change or alter land contours? [x]No [ ]Yes,please explain_ C. 1)Are there areas that contain sand or wetland grasses?Yes(beach) 2)Are these areas shown on the map submitted with this application?yes 3)Is the property bulkheaded between the wetlands area and the upland building area? Yes 4) If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction?Yes Please confirm status of your inquiry or application with the Trustees:Awaiting variance relief prior to filing with Trustees. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level?No E. Are there any patios,concrete barriers,bulkheads or fences that exist and are not shown on the survey map that you are submitting?No (Please show area of these structures on a diagram if any exist. Or state"none"on the above line,if applicable.) F. Do you have any construction taking place at this time concerning your premises?No If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel? No If yes,please label the proximity of your lands on your map with this application_ H. Please list present use or operations conducted at this parcel: Residential—Single Family with garage and sheds and proposed use Residential—Single Family with garage and sheds (examples: existing: single-family;proposed: same with garage or pool,or other description.) Authorized Signature and Date 2/05; 1/07 Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner I,Kevin Whitrock residing at 46 Willow Ridge Road,Smithtown,NY 11787 do hereby authorize Suffolk Environmental Consulting,Inc.to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. Kevin Whitrock 617.20 Appendix B Short Environmental Assessment Form Instructions for Comnletin� 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: W R geOcK Project Location(describe,and attach a location map): 5go Tlav*_4 ?NnA, wtV'C_T-r%TJ(_K 1 Ny Brief Description of Proposed Action: D*-Wot.%SN e1L1sT1NG 88R L4. 1 SZ'C" 'bWV%A4A 0- 3 Z10 5.4- 'bel7k4MtCI Gk"a tom ; Lopsrew ur ig4t I.F. Z %To" pwet1 till ,S-76 S- 4'. '�61VOLK0 3 Ntrw Name of Applicant or Sponsor: Telephone: 6 3l-'I 54.706-r MVIA WKITecyck . E-Mail:hWlA'1W0JtO$yakOo.CONI► Address: 4b wmaw City/PO:- State: Zip Code: ,TPA�r.�crow I�Y 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: SPv THa.o TowN Taut" eMs 3 C&,a H S We 3.a.Total acreage of the site of the proposed action? O.,5Z acres b.Total acreage to be physically disturbed? 4-05— acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 49-ft acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial VResidential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? b.Consistent with the adopted comprehensive plan? 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ,/ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: l4L;r-b %L$ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: / 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:Q(4-S ITC'SSMAL5v4 TC-L'( 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. Id ntify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ❑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 V 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? FdNO ❑YES b.Will storm water discharges be directed to established conveyance systems( ff and storm drains)? If Yes,briefly describe: MNO❑YES Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO I 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 THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicants sor n me: L k. �N OM40la w1. • (A&T) Date: �1•Z 1•i't Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by 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? 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? 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? 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. ❑ 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 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# 123 - 06 - 20 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ® Building Dept/ZBA. ❑ Board of Trustees ❑ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town.agency(e.g. capital construction,planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Applicant proposes to demolish an existing 889 square-foot 1 story dwelling and 210 s f. detached garage and construct a new 1442 s. f. 2 story dwelling with a 576 s f detached garage. Applicant would also install a new compliant septic system. Please refer to the attached Survey for all project specifications. Attach additional sheets if necessary Location of action: 580 Terry Path; Mattituck,New York Site acreage: 0.52 acre f Present land use: Residential Present zoning classification: R-40 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: Kevin Whitrock (b) Mailing address: _ 46 Willow Ridge Dr.,Smithtown,NY 11787 (c) Telephone number:Area Code(631)754-7065 (d) Application number, if any: N/A Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes❑ No ® If yes,which state or federal agency? i 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. ® Yes ❑ No ❑ Not Applicable As indicated within Policy 1, "Development that does not reinforce the traditional land use pattern of the Town of Southold would result in a loss of the community and landscape character of Southold.", this project is a proposal to replace an existing dwelling &garage with a new dwelling &garage all located within an almost entirely developed neighborhood The proposal as designed will not result in any adverse effects to the surrounding environment in that the project will simply replace existing structures that have existed harmoniously hereon for over fifty (50) years without any form of adverse impact to the surrounding community. Accordingly, this project is consistent with this policy. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV,/RP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Policy 2 is not applicable in that subiect lot and the surrounding neighborhood cannot be deemed a substantial historic and/or archaeological resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section IH—Policies Pages 5 through 7 for evaluation criteria ® Yes ❑ No ❑ Not Applicable Subiect proposal will not adversely impact the visual quality of the surrounding area in that the subject parcel was already improved with an existing single-family dwelling which has not impeded visual quality or the value of local scenic resources. Therefore the instant proposal fully complies With this Policy. 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 S through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposal is for the construction of a new dwelling with detached garage in place of existing dwelling and aarage.The dwelling and deck will comply with all applicable FEMA Regulations Therefore the instant proposal fully complies with this Policy. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III -Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The new construction features full stormwater control whereas the existing structure contains no stormwater control. In addition the existing non-compliant cesspool serving the existing structure would be replaced by a new septic system that would comply with the Suffolk County Sanitary Code in all respects Consequently,this project complies with this Policy. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed dwelling will be setback from the water an additional 6-feet with the new septic system setback a minimum of 120' from the landward edge of tidal wetlands fully conformina with the requested wetland setbacks of the Town of Southold. Further,the odainal structures have harmoniously existed hereon for over fifty (50) years without any form of adverse impact to the surrounding ecosystems Finally, because the proiect will result in a fully SCDHS conforming sanitary system the overall environmental condition of the property will improve. Consequently,this project complies with this Policy. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section IH-Policies Pages 32 through 34 for evaluation criteria ❑ Yes ❑ No ® Not Applicable This project is not applicable to this Policy. 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 ❑ No ® Not Applicable This project is not applicable to this Policy. 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 This project is not applicable to this Policy. Attach additional sheets if necessary WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM #: 1000— 123 —06—020 (Photo taken on November 21, 2017) X s. '• law Photograph indicating the staked out s i; southwestern corner of the proposed Dwelling. Photograph taken from the southern section of the property, facing north. �. .s r M WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM #: 1000 — 123 —06 —020 (Photo taken on November 21, 2017) Photograph indicating the conditions along the shoreline of subject property, including the existing dwelling to be removed and replaced with a new single-family dwelling. Photograph taken from the shoreline of subject property and Great Peconic Bay, facing north. I: MINT f 1 WHITROCK Property Situate: 580 Terry Path - Mattituck ■ New York SCTM #: 1000— 123 —06—020 (Photo taken on November 21, 2017) Photograph indicating the conditions along the shoreline of subject property, including the existing dwelling to be removed and replaced with a new single-family dwelling. Photograph taken from the shoreline of subject property and Great Peconic Bay, facing northwest. t WON_"M _.M WHITROCK Property Situate: 580 Terry Path • Mattituck • New York SCTM #: 1000 —123 —06—020 (Photo taken on November 21, 2017) Photograph indicating the conditions along the shoreline of subject property, including the existing dwelling to be removed and replaced with a new single-family dwelling. Photograph taken from the shoreline of subject property and Great Peconic Bay, facing northeast. 3 �v w* tf a 4 r F , ' WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM #: 1000— 123 —06—020 4 (Photo taken on November 21, 2017) 4 Photograph indicating the staked out corners of the proposed Garage and the existing Garage (to be " demolished). Photograph taken from the central section of the property, facing south. �r WHITROCK Property Situate: 580 Terry Path • Mattituck • New York SCTM #: 1000— 123 —06 —020 (Photo taken on November 21, 2017) Photograph indicating the staked out corners of the proposed Garage. Photograph taken from the southern section of the property, facing northwest. Ir. x -•.Y- � _ Jt Pot t • •• s7 •` -• 4• �w T .AIr 1 WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM #: 1000— 123 —06—020 4 f y (Photo taken on November 21, 2017) C - Photograph indicating the staked out location of the r proposed sanitary system. Photograph taken from the southern section of the property, facing northwest. WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM#: 1000— 123—06—020 4 (Photo taken on November 21, 2017) Photograph indicating the staked out northeasterly corners of the proposed dwelling. Photograph taken from the ,. southerly section of the property, facing south. WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM #: 1000— 123 —06—020 (Photo taken on November 21, 2017) Photograph indicating the staked out northwesterly corner of the proposed dwelling. Photograph taken from the southerly section of the property, facing southwest. t WHITROCK Property Situate: 580 Terry Path ■ Mattituck ■ New York SCTM #: 1000— 123 —06—020 , (Photo taken on November 21, 2017) ' i Photograph indicating the staked out southeasterly and ,. northeasterly corners of the proposed dwelling. ` Photograph taken from the southerly section of the property, facing north. _ w IL Orli. L - _ Y, ` 9 it c FORK No. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERIVS OFFICE SOUTHOLD, N. Y. CER77FICATE OF OCCUPANCY Z932 November 25 No. .. ..........I .....,.... Date .... ...... .................................................. THIS CERTIFIES that the building located at .0/9..put....rd'...-off Camp..biliWoaa Rd. Mattituek Map No. ..Ca�Lp.AJnejjt%k.No. .............Lot No. ..... ...*.....*................................. ............... conforms substantially to the Application for Building Permit heretofore filed in this office dated ...................F...e.b....r.U91-rx...2'6.,., 19...�9 pursuant to which Building Permit No. ..,.Z...919-3... dated . ..... ... .........1?eb3!UaTy-,2fi, 19....640 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 ....... ................PRIVAn ........... ....... This certificate is issued to QIAP.. (owner, lessee or tenant) of the aforesaid building. Building Tnspecto ................. FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. PRE EXISTING CERTIFICATE OF OCCUPANCY No: Z- 26003 Date: 10/02/98 THIS CERTIFIES that the building DWELLING Location of Property 580 PRIVATE RD #17 MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 123 Block 0006 Lot 020 Subdivision Filed Map No. Lot No. conforms substantially to the Requirements for a ONE FAMILY DWELLING built prior to APRIL-9, 1957 pursuant to which CERTIFICATE OF OCCUPANCY NUMBER Z- 26003 dated OCTOBER 2, 1998 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 ONE FAMILY DWELLING WITH ACCESSORY ONE CAR GARAGE* The certificate is issued to KEVIN & MARGARET WHITROCK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N/A PLUMBERS CERTIFICATION DATED N/A *PLEASE SEE ATTACHED INSPECTION ORT. Building Inspe or Rev. 1/81 a Sa Cgrnp t'c�ine.0�..� � -70 z 5`t53 _ 6) 1,14kl RECEIVED Wr# ,LRE 2 5 �uu MEYER, Suom, ENGLISH& KLEIN, P.C. P ALS COUNSELORS AT LAW 1505 KELLUM PLACE 1350 BROADWAY.SUITE 501 .MTI: 1 1 U3 P.O.BOX 822 ALR-\N','. - 6 -5 i I I?''6C P.O.BOX 803 NEW YORK.NEW YORK 10018-0026 518--161-551 1 F,(CII•IILE MINEOLA,NEW YORK 11501-0803 212-239-4999 516-741-6565 FACSIMILE 212_39-1311 1300 CONNECTICUT•\\ENUE,N W FACSIMILE: 516-741-6706 425 BROADHOLLOW ROAD,SUITE 405 SUITE 600 E-NIAIu meyersuozzi'ii-nisek com P.O.Box 9064 \1'gbH202 InN- 20036 WEBSITE: http:/I%v%v%%,-insek.com NIELVILLE.NEW YORK 11747-9064 _ X55-63-434 0 P= m FACSIMILE 631.249-6565 FACSIMILE 631-7,77-6906 (� (�(� JonN V.N.KLEIN July 19, 2005 E-MAIL XLEINUMSEI.(OM CERTIFIED MAIL-RRR Ms. Ruth Oliva, Chairwoman Zoning Board of Appeals -Town of Southold 53095 Main Road PO. Box 1179 Southold, NY 11971-0959 Re: Application of Kevin and Margaret Whitrock File No. 5 702 Dear Chairwoman Oliva: This firm has been engaged by Dr. and Mrs. Kevin Whitrock of 8 Soundview Drive, Fort Salonga, NY as their legal representatives in their application to your Board bearing the above number pertaining to SCTM parcel 1000-123-6-20. The application was the subject of a public hearing before your Board on July 7. At the conclusion of the presentation the applicant was extended an opportunity to make a further submission no later than August 1 1`h with the understanding that there would be a continued public hearing on August 181h. We have been authorized and requested by Dr. and Mrs. Whitrock to appear, of record, on their behalf in the pending application. In that regard, we have reviewed the matter with our clients and have recommended to them that, for a number of reasons, they withdraw the application at this time and thereby discontinue the proceeding to which they have agreed. Q Ms. Ruth Oliva July 19, 2005 Page 2 Accordingly, on behalf of Dr, and Mrs. Whitrock and as their attorneys we respectfully withdraw the pending application, without prejudice to a future resubmission, and request that no further action be taken in connection therewith. ely yours, G Aohn . N. Klein JVNK:d cc: Ms. Linda Kowalski(via fax) Dr. & Mrs. Kevin Whitrock -23 . 6 TOWN OF SOU, THOLD°�,,'S'PRO:P-ERT�-Y-ie.--RECORD CARD OWNER STREET Q VILLAGE DISTRICT -�Wg. LOT FORMR O�IWNE E ACREAGE m-t �j S WTYPE OF BUILDING % L-�, 0-� A . D. RES. SEAS. VL. FARM comm. I IND. I CB. I misc. Est. MkfValue LAND IMP. 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M013-2015-001. _ o STATE OF : NEW YORK FROFESSIONAL EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY Ln w z cv 72 EAST MARKET STREET Q V) CODES: P bUILDING 72 E. MARKET ST. LJ w NYS 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) MIDDLEBURG, PA. 17842 Ago" PHONE: (570) 837-1424 2014 NATIONAL ELECTRICAL CODE B S FAX: (570 837-6133 U J 0 o 0 ENERGY CONSERVATION CONSTRUCTION CODE OF NYS - 2016 EDITION SYSTEMS, INC. ) 0 L_ o � LL z PLANT#1/ PLANT#2 D (n �- o `f' zr oQ0 DRAWING INDEX SITE ADDRESS: TWO STORY MODELQ o � Q_ 540 TERRY PATH PAGE DESCRIPTION MATTITUCK, NY 11952- 1 COVER SHEET SITE ELEVATION: ON- 68666 � y 2.1-2.4 ELEVATIONS 14 FT. ABOVE SEA LEVEL o 3.1 FIRST STORY FLOOR PLAN +2.1 PSF FOR EVERY 100' ABOVE 1 ,000 FT. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE P.E. SEAL o cn 3.2 SECOND STORY FLOOR PLAN 20 SNOW LOAD PER MAP PLANS (AND SPECIFICATIONS) ARE IN COMPLIANCE WITH THE E.C.C.C.N.Y.S, 2016 Q o Qc 3.3 FIRST STORY BRACED WALL PLAN 20 ADJUSTED SNOW LOAD EDITION. COMPLIANCE IS DETERIMINED BY THE USE OF RESCHECK, COMPUTER o co SOFTWARE DEVELOPED BY DOE, AND CONFORMANCE TO THE GENERAL PROVISIONS 3.4 SECOND STORY BRACED WALL PLAN OF CHAPTER 5, CE OR CHAPTER 5 RE OF THE ENERGY CONSERVATION CODE. Z (_0 m U � 4.1 FIRST STORY ELECTRICAL INDIVIDUAL (DISCRETE) MODEL PLANS DERIVED FROM THE SYSTEM AND SUBMITTED OVINE O�� GV y TO THE LOCAL CODE ENFORCEMENT OFFICIAL IN THE CONNECTION WITH BUILDING c�`°AAs 4.2 SECOND STORY ELECTRICAL '9 5 FOUNDATION PERMIT APPLICATION SHALL BE ACCOMPLISHED BY A RESCHECK REPORT. BUILDING INFORMATION: ; �2 rr 6 CROSS SECTION(s) CONSTRUCTION TYPE: VB Lu 7 RAFTER(s) USE GROUP: SINGLE FAMILY DWELLING `'"� '� W� 04 LABEL LOCATIOIvS: oa5z� �� O 8 CONNECTION to DATA PLATE PER DWELLING AS INDICATED ON PLANS ARo� Ne`' I— W Q "o 9 DOOR AND WINDOW SCHEDULES THIRD PARTY EACH MODULE AS INDICATED ON PLANS Esse® CIS i�o RESCHECK DESIGN CRITERIA: STATE LABELS EACH UNIT AS INDICATED ON PLANS a " Lo ^ " WIND SPEED MPH 140 VU LT LnM�o RAFTER / BEAM CALCS (MPH): PFS STAMP N Q W WIND EXPOSURE: B THESE DRAWINGS ARE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. o X AND SHALL: NOT BE REPRODUCED AND OR COPIED WITHOUT AUTHORIZATION. W x WIND—BORNE DEBRIS: N O o SNOW LOAD: 20 PSF 1= z SEISMIC CATEGORY: C PBSI WILL BE CONSIDERED AS SUB—CONTRACTOR IN ALL BUILDING — (� PROJECTS, S'UP'PLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR W Z FLOOR LOAD (SLEEPING AREAS): 30 PSF OR BUILDER. ALL NOTES WITH REFERENCE TO "IN-FIELD", "ON-SITE" OR cn 0 co "BY BUILDER" ARE PERTAINING TO THE RESPONSIBILITIES OF THE GENERAL 0- � Z FLOOR LOAD ALL OTHER AREAS: 40 PSF CONTRACTOR. o oco FLOOR DEAD LOAD: 10 PSF m cn g a RAFTER LIVE LOAD: 20 PSF THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL d Q N s RAFTER DEAD LOAD: 10 PSF REFERENCE. ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH 00 CEILING LIVE LOAD: 20 PSF REFERENCE. DISCRETE MODELS (PLANS HAVING THE SAME SPECIFIC ROOM N m CEILING DEAD LOAD: 10 PSF ARRANGEMENT OR ARCHITECTURAL STYLE) SHALL BE PREPARED FROM THESE DRAWINGS WITHOUT MODIFICATION, ADDITION OR DELETION IN ANY MANNER. BUILDINGS IN HIGH WIND AREAS THAT ARE SUSCEPTIBLE TO WIND BORNE DEBRIS SHALL 1. IT IS MANDATORY FOR THE BUILDER TO COMPLETE THIS HOME IN STATE STAMP COMPLY WITH SECTION R301 .2.1 .2 ON-SITE COMPLIANCE WITH THE 2016 NYS UNIFORM CODE SUPPLEMENTw J BY BUILDER REQUIREMENTS; ADDITIONAL SITE WORK MAY BE: i w � Q o a. FLOOR INSULATION - CRAWL SPACE Q n b. FOUNDATION WALL INSULATION - BASEMENT U' W Q c. PERIMETER INSULATION - SLABS d. INSULATION - PIPING EXPOSED TO UNCONDITIONAL SPACES THE A90VE MUST BE ACCOMPLISHED WITHIN STATE CODE REQUIREMENTS I � m u, BUILDER RESPONSIBLE TO COMPLY WITH 2. BUILDER RESPONSIBLE TO FILE THE REQUIRED CERTIFICATION iE NYCRR PART 1265.1 AND NOTIFY CODE FORMS WITH THE LOCAL ELECTRIC UTILITY PRIOR TO OBTAINING C:F��\1 � � � � o PERMANENT ELECTRIC SERVICEQ cn cn � u ENFORCEMENT OFFICIAL OF THE USE OF 3. PBSI TO USE INTERNATIONAL ENERGY COMPLIANCE CODE. SEE "` cn ENGINEERED LUMBER / TRUSSES AND POST SUBMISSION SET FOR EXAMPLE. EACH INDIVIDUAL MODEL TO APPROPRIATE SIGNAGE ON STRUCTURE REQUIRE A RESCHECK TO MEET THE I.R.C. REQUIREMENTS L_LjO 0 0 *ALL MECHANICAL HEATING SYSTEMS TO BE I- I DONE ON—SITE BY OTHERS �1�N 00 *FLOOR PLAN MAY BE FLIPPED AND OR MIRRORED GREGO 9/26/2017 10: 38: 19 AM I CD w Q I THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF F- f MH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. o O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY o W Z N Q a ) c H- � W w Q O u� U O O __j O N O � O LL_ o I� LL_ N U �D Z r o Q0 z 00 Z oL'i Q0 < 0 > Q D- o D_ v o o w OMIT SIDING PREP FPR ON—SITE VINYL SIDING) N ( w -0 co Ld 0c) z (_0 0] U O pF INEt�/j �q ,,AOMAS .c` 0 w C14 N C7 E' Lu 00 w Q 1121 Q80526 ti� Z a � 0 00 c� .� N Q Cie: Lo ¢wwv Z > o x W 04 :z W o -1 W CEILING CEILING o o Z z o o - o LL W Z m LL. �__ F_ o I � >- i d. m N 00 00Lua N am FLOORN FLOOR ON-SITE WINDOW o in 8'-0" WIDE x 4'-0" HIGH R.O.o N HDR ®82 1/2" A.S�S�F�L�A�ND�ING /1/1/.1/ Gl Lld Q- J (n J Q CEILING CEILING � w Q o 1 �] Q zo W Q I m < C/) co3: o L— cf) FLOOR 1 z '"" FLOOR O O O ATTIC VENTILATION w �� Q t 0-) c o LOWER 50% @ EAVES REO'D 2.11 SUPPLIED 2.84 0 0 N UPPER 50% 3'-0" MIN ABOVE EAV S ACTUAL HOUSE MAY VARY FROM ELEVATION-ACCESS TO GRADE ON-SITE BY OTHERS GREGO 9/26/2017 10: 38: 19 AM REO'D 2.1 1 SUPPLIED 2.16 (3 PCS 2 ,, 1w Q i THIS FACTORY—MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY � wZ -: N f__ LL Q a c/) o f— af W ui 7iQ o cn Q O —I o N o 0 o N u CD zr o (_0 z 00 ZoLi Q0 Q U n > Q = o U O w � O � OMIT SIDING (PREP FPR ON-SITE VINYL SIIDING a z Qo w N � � Z o OF IN C�\°MAS 0 Co w N N LLJ00 ;. ... Y a 0 M 080526 z Q °FEs s+d�� o N �= <LAJ Q Wooi< W > r-� � U- LJJ W CEILING CEILING W Q Z Z U) z U) LL s W J U' M� 00 I N a m FLOOR FLOOR J CEILING CEILINGQ w z o U' w Q /k m V)t i1Z 3: ?: ?: o Q U) cn v FLOOR � , Icy, LOOR � 0 0 0 Q m c ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO Gf ADE ON—SITE BY OTHERS N GREGO 9/26/2017 10: 38: 19 AM w CD2 , 2 Q THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY � w Z N Q Q v~ o w W o Q cn U o O _I o N . O O LL o LL = D O Q0 Z r d (_0 z 00 z � JQ0 Q o 4- 7) > __j Y = o U o O � w O u� 1— d- I— o cfl C5 co OMIT SIDING (PREP FPR ON—SITE VINYL SIDING) � 00 0 z D U O m .t{c OF NEW y 0 12 wCV N 00 a w cn ,rte w Q DO V J O 080526 �� z0 ?v o �0FESStoNPN ¢m Q cq p i< W > r-M ci- U- W _ J i � W CEILING CEDING W w Z Z __j o c Z m pi 0 cn Q pmt%) coit N am FLOOR FLOOR :2 J CEILING CEILINGQ o Q wz0� cn `f' cl- LLJ Q ' I i m v) 0 o cn cn o Op�ZP�C RON o cn FLOOR LL FLOOR 00 O Q 4- mc� C) ACTUAL HOUSE MAY VARY FROM ELEVATION—ACCESS TO GRADE ON— ITE BY OTHERS N GREGO 9/26/2017 10: 38: 19 AM I L C) 2 , 31 Q i THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF F- FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = 0 EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY n w Z F N Q a f— V) w W :�E Q o cn Q O JN 0 O 3 O L- o I� LL_ D C.) Co Z o CO z 00 _j Q0 Q oCL 4- > Q = o U O O w O u� OMIT SIDING (PREP FPR ON-SITE VINYL SIDING) CD W W � W 00 >_ z o CD m o F IN ANO MA 3 0� 12 *� a`d Cti" t� * w N N 1 M 7 r - . . < O Ir- '2 r N tD LiJ w Q o0 C7 z < i A 0'Q r% b �� O �-o �opEsslo�' N <J w v w Z Q a o x W > �MCLL� w CEILING CEILING U� _ W z z — o n z co CL w o w 0 J A� M> ''>>-^- z CL W v! i 00 N a m FLOOR FLOOR i � J Q CEILING j CEILING F2 J Q o Q LLJ m z Q- > `` CL w Q m cn jq5z i m 7t�C� Q cn cn 3: u Li .ON . m cn o cn FLOOR I FLOOR 000 Q mc� C14 CN C"i ACTUAL HOUSE MAY VARY FROV ELEVATION—ACCESS TO GRADE ON—SITE BY OTHERS N GREGO 9/26/2017 10: 38: 19 AM CD2 ,, 4 Q I THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. _ EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY LLJ Z N Q a i Gr) o� V) I jof LiJ o Q 0 U Q O *CHILD SAFETY LATCHES REQUIRED ON XX52 WINDOWS* J � N O � O IL O � IL N u U1 co 16'-4 1/2" L Z r o Q0 - *T1EMPERED* — z 00 SPF #2 46'-0" HDR: 3-2x6 32' 4" w CO 1 Z J 3" RADON VENT DATA PLATE, STATE LABEL 240210 HDR: 3-2x6 O Q o AND PFS LABEL LOCATION SPF #2 2856 +� 5 8 TYPE X GYP Q BD24 \ / o 9'-11 1/2" w4530 O W363 �9 \ 5'-9" J = o ?Aa 10'-5 3/4" z B21 S 6 DWS 6 r U Q 3" DRAIN & N 0 1 -4D is 'ROUGH PLUMB'NG I > ELEC 2-3/4" SUPP. •• 26 m: W/STD FAUCET FOR PANEL-7Hf— w �j FROM 2nd STORY F-1 1/2" 11'-10 1/2" p 3� n O ON-S �tiQWER x ?� D J O O R - _ N m / ` a • a n W O F DINING ROOM NLn lii\- n / / 1 ti ///� ~ N ~'00 r CO © KITCHEN Iii _; 3 / 1 //p�\ � Q0 FWG6D68 Room Sq Ft: 128.63 III - L— —J m W wDO Light Req: 10.29 2-1 1 2 1 _ N Light Provided: 23.78 -=- --J 6" ~ v O N Vent Req: 5.15 O I. o O m C-4 vent Provided: 14.72 m BATH #3 N' 390 UTILITY is 2856 F-1" 1 LAYER 5/8" TYPE "X" N w I Of u- IO PAN THROUGH OUT CEILING Sc NB� POCKET " MECHANICALLY FASTENED 5 11 . QF 6 mss. co � ��` c AW As 0 w Bq To �� ft ---- --D I I X x^ J � vv w� � M - 9 8 7'-4" i� Q f� w cv it k v �k ao O II N W w � ' E O N 1 M Lu pry- Q �LQS/L CL w�IQ� Qoo � 10-11 3/4 (,n JI Y HDR DROPS BELOW CEILING LINE 81/8" IL 031 5/8" TYPE °X' GYP Y Fw©68 CvDROPPEIIR0SQ52 m00DI w2-2x4NFS Sc 1r) 3-2x4 JS 1 O19'-5 1 2' STUD GRADE 12-3 1 2 12-10 1 2 ``' w WONM cvX 0IOo=dwz� �rr�IoiQL`7x � a FOYER J " a cJ� o Q Sc O W -SLOPED CEILING GREAT ROOM 2856 Q U) z M �r 1 BEDROOM #4 tai) o ccn V FWG❑6068 Room Sq Ft: 223.35 � o I > >- z Light Req: 17.87 O 4" Room Sq Ft: 144.99 m a Light Provided. 46.18 0 Light Req: 11.6 N I " Vent Req: 8.93 N Light Provided: 22.44 Q a Vent Provided: 27.32 r, \ Vent Req: 5.8 2 MM y a N I CLO SC Vent Provided: 12.6 W 4 o o M� 00 - nl 29'-8" 3 0 00 Sc oa 4-0 4-0 o =N o RAILING BY o r7 MANUFACTURER LANDING O `n 1 8'-4 1/2" -0" 10'-6" ------------ ? J _- :5 W J > J Q O HDR ®94 1/2" A.S.F. 5'-0" SP 40'-3" O 46'-0" � w Q HDR:3-2x10 281OTN-2 HDR: 3-2x6 211 SPF #2 SPF #2 2856 0 2856-2 27'-0 1/2" 5'_1" 13'-10 1/2" ^ I CLG PER: (3) 2X10 SPF#2 I M to = m \ O Q to In O CODES: cn NYS 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) IOi��1P1E1:,,OA 2014 NATIONAL ELECTRICAL CODE ENERGY CONSERVATION CONSTRUCTION CODE OF NYS — 2016 EDITION w ALL HANDRAILS BY Q CN00 � N N N N \ BUILDER SHALL COMPL \\\ N 0 WITH R311.7.8 GREGO 9/26/2017 10: 38: 19 AM NOTES: 1. - DENOTES ADDITIONAL COLUMN IN BASEMENT 5.STAIRS TO BE 81/4" RISERS AND 9" TREADS. I 9. 2.2X6 EXTERIOR WALLS 16" O.C. 6. CEILING GIRDER OVER GREAT/DINING ROOM TO BE (2) 11/2"x 18" LVL (PER UNIT) 10. 3.2X4 MARRIAGE WALLS 16" O.C. 7.HEAT LOSS WAS CALCULATED W/R-19 INSULATION IN FLR 11. CD 4.9'-0" CLG. 8. BUILDER IS RESPONSIBLE FOR PROVIDING A PROPERLY 12. SIZED HEATING SYSTEM TO COVER A BTU LOSS OF 64900 3 , 1 i i THIS FACTORY—MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF F— FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. _ O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY L w Z N L, Q a U) O W w � o U� Ln 0 Q O o N *CHILD SAFETY LATCHES REQUIRED ON XX52 WINDOWS* �L_ 0 o IL_ N I- cf) Q0 u Q0 Z } o Cfl z 00 3'-7" HDR14'-6" 22'-6" 34'-0" w Q0 : 3-2x6 46-0 Z J ® O ® o#2 HDR: 3-2x6 QHDR: 3-2 O — SPF 02 2852 3" RADON VENT 24210 SPF #2 24210 SPF #2 2852 4- 9'-5" 7'-10" 8'-0" 4'LAB1 -5" 13'-6" Q = o z 04 U = o Ow O cn `D CN 1 Q o CO 2852-2 WALK-IN sc O w o QO 0 BATH #2 BATH #1 CLOSET POCKET 2852-2 o m a Lj COw N _ 2'-5 1/8' _ BEDROOM #3 _ � o (_0 I I 6 Room Sq Ft: 174.38 = m <v Light Req 13.95 N Light Provided: 31.44 Vent Req: 6.98 Vent Provided: 17.64 --- o ® o O* �' AS) � - N Nw RoucyPLu rc HALL 1 * O00 <I r M MT Q SHOWEQ00-------------- oW/ST? FAUCET R I — I S/L O SITE � OMIT 3'-11" SECT /2 4-0„ OMIT 3-11" SECT v ; CLG & WALL GYP ", j 2852-2 CG & WALI GYPc' '0 -a 00 SCS N F N � 9'-5" 7'-10 1/2" 9'-0 1/2" Sc 4'_5° N A 080526 �� O w M'k 10'-1" NO COMP STRIP 3-2X4 Fs r- -- ----------i �P ssl NP —1 ^9 afw -------------- STUD GRADE i �J IIS W CD =in N sc HALL CLG ACCSC I X26 1/2"x54 1/2" R0 i — 5'-6 1/2" sc 13'-5 1/2' --------------541 " (J� O _ I❑ W < °O BEDROOM #1 Z z POCKET J U) C7 ai 3 BEDROOM #2 w Z w Room Sq Ft: 301.85 o I N O �_ N Light Req: 2415 >_ N w Room Sq Ft: 174.38 O � I } 3 Light Provided: 94.32 0 O Vent Req: 12.07 a J Light Req: 13.95 N 4 z z Light Provided 31.44 2852-2 0 # Vent Provided: 52.92 _ _�z 3 N Vent Req: 6.98 I Q t2 2852-2 i WALK—IN 0� w Vent Provided: 17.64 "� y a WALK-IN F-11 00 00 CLOSET D CLOSET POCKET I N a m 00 0 4'-0" 4'-0" I o o j Ln LANDING iN-) w 5'-2" 8'-41/2' (L22a 4'-8 1/2" 13'-6" J a� Q ��_L/ LILIU f� J Q O HDR:3-1'- 1 2" Q � Z 50" ® 22'-4 1/4" x 7 t/a" Cvt 40'-3" ® 46'-0" c~n 0- > L` HDR: 3-2x8 2852 2 ON—SITE WINDOW HDR: 3-2x6 2852 W < SPF #2 8'-0" WIDE x" A.S. HIGH DIN SPF #2 HDR ®82 1/2" A.S.F. LANDING / I � M c/D Z = CO \ O Q UJ co 3: O 70N1In`r,RO� �Or At�rF(aCc; co CD co 00 CD Q m 00 \ Q N N N OD \ N GREGO 9/26/2017 10: 38: 19 AM NOTES: 1. DENOTES ADDITIONAL COLUMN IN BASEMENT 5.STAIRS TO BE 8 1/4" RISERS AND 9"TREADS. 9. 2.2X6 EXTERIOR WALLS 16" O.C. 6.CEILING BEAM OVER BDRM. # 1 /HALL/BATH #2 TO BE: (1) 11/2"x 14" LVL(PER UNIT) 10. 3.2X4 MARRIAGE WALLS 16" O.C. 7. 11. � 3 ,, 2 4.8'-0" CLG. 8. 12. I THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY O � LL Q Q o 0 w LJ Q O U) Ln U Q O _I O N O O 1LL_ N . e 46'-0" � ■ O C-0 (_0 20'-6" 20'-6" . 25'-6" — Z o 00 15'-1" 13'-3" 12'-3" Q o J Co 1 U o = ■ _J = O O O \ / O � Q MIN.(2)3500 LB. STRAP-TYPE \ / 0 G_ HOLD-DOWNS(EMBEDDED INTO it) O � CONCRETE AND NAILED INTO FRAMING) --\_ N _j Ln 1 • i cD Q Q O ■Ii _\I // /// a z LO i/ ----1 p N w 00 ■ II I _j >- 0 O - � Of z ' ■ ■ m U � 0- MIN.1000 LB.HOLD-DOWN DEVICE(EMBEDDED INTO CONCRETE AND NAILED INTO ■ ■ FRAMING.) ■ ■ ■ ° a Eta, > r0 O z OMA 'w' ■ 1� co O�N S �F r O a �r00 - ^ co u■ I wQ ao �Y'!1 ___"__j c-D r-_ ^ 4 ----------- ------------ o m y � 4.. Q � vo w ' : ----- A 080 2b Cr✓`� w o zo X N ' ROPES IO�'A� W w O O Q v' u� m U ■ W \ Z Z N MIN. tODO LB.HOLD-DOWN ■ n O Z mi DEVICE (EMBEDDED INTO ■ ■ UJIW „ p F CONCRETE AND NAILED INTO LL_F AMING.) ■ ' U) A �' '- g Q0 -�--' ii ... v, I � MIN.(2)3500 LB.STRAP-TYPE HOLD-DOWNS(EMBEDDED INTO ■ 00 OJ O- m 00 CONCRETE AND NAILED INTO FRAMING) ■ N EE Z)l ■ ■ in I Zo Li ■ __j M 2 ♦ate . .�®■._ _ - z oca � � -1-■s.-1 ■.-�Aua l� ■ V-0 -0-5 -.� 0 :::j � Q 6'-8" w a2'-3" ��® Q E ■ . cn j ■ ■ Q � i 1 4 5 BRACED WALLS DESIGN PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE / /) ' m � z = in Wall1 Wall Wall Wall --]F—Wall5 E o IP Q cn cn 3: U WIND SPEED/WALL CONSTRUCTION TYPE 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP WALL LINE SPACING 27.5 27.5 20.5 25.5 25.5 MINIMUM PANEL NEXTTO DOOR 32 32 32 32 32 MINIMUM PANEL NEXTTO WINDOW 27 27 27 27 27 Zoi,dIN(,LSC)f>Pt;;��: r• rt 1j.i_'_= c0 LO cD � TOTAL LENGTH OF BRACING REQUIRED 12.00 12.00 9.20 11.20 11.20 i w CDCDN N � 0 ADJUSTMENTS(per TABLE R602.10.3(2)) Q m 00 N N N Exposure/Number of Stories 1 1 1 1 1 00 N Wall Height 0.95 0.95 0.95 0.95 0.95 GREGO 9/26/2017 10: 38: 19 AM Support Condition/Eave to Ridge Height 1 1 1 1 1 Number of Braced Wall Lines 1 1 1.3 1.3 1.3 Bracing Lengths for Method GB 1 1 1 1 1 TOTAL LENGTH OF BRACING REQUIRED AFTER ADJUSTMENTS 11.40 11.40 11.36 13.83 13.83 0 Q TOTAL LENGTH OF BRACING PROVIDED 40.583 29.333 12.5 15.67 21.84 n- Compliant with Section R602.10 YES YES YES YES YES 1 THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY � Q Q f- U) d In � w o Q Q O Jo N O i�: O � o I� ■ ■ u� Ocfl ■ 4 ■ z c; Q0 z � � Q0 O 1 . 2'-2" 8'-3" 5'-6" 8'-10° 10'-7" ■ Q U a ■♦ ■■® 2L, > N Q N o J = o , l z L 0 OE N O0 U � J O � W _ O In O Q O ■ C ■0 L W O �0 a X � 00 N } W ■ ro U O OF New Q w J J Y a r7 �.;. < rz 00 a cr I— C7 "U w t N � V ma 'p QmZv r---------------1 C? w Q o X /' I I N— S Q ■ I I �805ZrO v,� W LLQ I�� L- I Ah .,�t Q*' � U 1 I OrEs slo\`" Q I I L---------------J c �l� /�I m W J Z z Q) ■ O N z ME � Mo '^F_ ■ C W c/ ¢d J ■ ■ (_0 c t2■ O� N y ■ N _ o 2 U' J ®■■® ♦ ♦- l� ■ � J ■■®■■ ♦♦ ■■� I— W Q O 2'-2" 10'-6" i2'-6" 4'-4" Q z U) � Ji Q BRACED WALLS DESIGN PER 201 INTERNATIONAL RESIDENTIAL BUILDING CODE c+C_FT -� I( m Wall 4 Wall 1 Wall 2 Walla cn cn WIND SPEED/WALL CONSTRUCTION TYPE 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP 140 MPH CS-WSP ZONTN(-4 NC7aRf) r7" 4PPFAr(, z ? = o WALL LINE SPACING 27.5 27.5 46 46 < � c \ Q cn cn � v MINIMUM PANEL NEXTTO DOOR 35 35 35 35 u� MINIMUM PANEL NEXTTO WINDOW 26 26 26 26 TOTAL LENGTH OF BRACING REQUIRED 6.50 6.50 10.20--t 10.20 ADJUSTMENTS(per TABLE R602.10.3(2)) 0 0 0 `O CN N Exposure/Number of Stories 1 1 1 1 f Q m cc Wall Height 0.9 0.9 0.9 0.9 N oo .- Support Condition/Eave to Ridge Height 1 1 1 1 I GREGO 9/26/2017 10: 38: 19 AM Number of Braced Wall Lines 1 1 1 1 Bracing Lengths for Method GB 1 1 1 1 TOTAL LENGTH OF BRACING REQUIRED AFTER ADJUSTMENTS 5.85 5.85 9.18 9.18 J< 4 TOTAL LENGTH OF BRACING PROVIDED 35.33 29.497 10.334 16.083 Compliant with Section R602.10 YES YES 177 YES Ir YES THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF I- FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY Ln Li Z N i � w Q Q f— c � W w Q o cn cn o O a N J OJ . O O LL- 0 I� N U Q0 z co WP Q o a_ GFI > WP • P riSS Q O GFI CT CTS GFI CT CFI \ / I ELEC -� "--- I \ // O PANEL O Q XL ADD'L ————————-6 _`() E — 0 cn - --, N / --- -I I DINING ROOM I I 27 I I III '' FI // � N GFI I Q p CD I ASF s S O F / \ / / I I W z c0 I GFI r�-----� I / , I I n (-0 ---- ----J I I KITCHEN ( I I iii I —�_J o N w 00 I BATH #3 UTILITY z o F�L ------ s� GFI m o 110CFM I I I I I S 1 z XL I S I I � I < Lu -------- I � M S 27' 1 �— Ii —J T yl � ---- --- nOF NEW O z to toASFI r �G �" �— ~- GFI I i i MI Q w'��'` �`AO AS .c ®� U) -� 'e a^oADD'L I o ---- --j �, F Q ck� Lo - ----—-- --—-- ------ S3 O HIMES r Q kx G �[ ` v � N W I-_J Q J L J PULL S3S3 I, LU U w 0 O x WIRE J I T� - - L W n1 2 = Q —————————— — S -1 F---- lJ i �-- `_ — DD--Q--- -- S d QJ � {`� W XL I I I FOYER ——— A� F NQS- ~ >- wP I - 1 ES SI O GFI i I - I I LLLJ ao O GREAT ROOM I I I I ( (n C z cn I I I M 1 �I I I I1 Lu Lu 1 1 1 C I Box AND BLOCK 1 a- m U) a CLO I FOR PADDLE FAN �21R CHIMES I BEDROOM #`I cn I00 xL � I N a m I I i "- 6 �J wP GFI N GFI J W Q m O < Q W m z m ~ a > W W r Z.UN7NC;BOARD()F A4-)PhAI 5 ii CID 07 z z m � � o Q cn U) O ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS, AND o SMOKE DETECTORS IN KITCHENS, LAUNDRY RMS, BEDROOMS, FAMILY ROOMS, DINING ROOMS, 50# LIGHT E30XES LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOM OR AREAS RANGE, DISHWASHER, AND LAUNDRY GFI RECEPTACLES TO BE ON AFCI BREAKERS w o 0 0 0 SHALL BE PROTECTED BY AN ARC—FAULT I' o N Q �r m � � CIRCUIT INTERRUPTER IN ACCORDANCE WITH SECTION 210.12, 2014 NEC. O 0 GREGO 9/26/2017 10: 38: 19 AM i ALL 125—VOLT, 15-20 AMPERE RECEPS. INSTALLED IN AREAS SPECIFIED BY 210.52 SHALL CDCD BE LISTED TAMPER—RESISTANT TYPE. ! THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED ED FROM A SYSTEM SET OF � FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. _ O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY w z N Q � w v~ o w W Q O cn V) U Q O _J o N O 3 O LL_ o I� LL_ r- O z r o c0 - z 03 z � JQ0 Q I � > • GFI (DJ.B IN CEILING I Q _ FOR RADON P MP a r �}- O w-------------- S s I I F_--cn d0 ( I I w z I I I BEDROOM #3 cFI BATH #1BATH #2 NQc X WALK-IN a Ld BOX AND BLOCK I 0 CO I ( CLOSET FOR PADDLE FANI o C5 O f— L L Q I 110CFM 110CFY I I T" a I I I �.,C, N 0 ^ HALL s -------------- --�s O z Nco Q w Q 00 I L-- cn - n� I I ��, C�OMAs F O O o Dr F Lo T SSSqp ,t <LLJ Lj LJ J Tu PULL WIRE I �--_�----1---+-i "� Q s CL LLI C4 CD a I I r---------i I l i n W s - --------o�J sD oo I L -J ---- 1 s s ,^ ------------ m ------ I -- ¢.,, W v I I-HALL TO ATTIC J.B. Ji SD � Cfi ----� I �----------------- X805 I �-------------- i I �---� � �-----------� I A 26 Qin �- � S3S3 I -- I ®PES St�� W O Z Z -cn I u� O - tn C7 � I w Z w I U- 0 c BOX AND BLOCK CEJ CL m U) FOR PADDLE FAN P WALK—IN BOX AND BLOCK BEDROOM #1 CLOSET owl FOR PADDLE FAN Q I BEDROOM #2 LowER m 00 a m WALK-IN I ! I I N CLOSET s�--- — I w > -i Q o c~n > `La� w Q ;7 Q cn un O cn i O O O FD CN 04 Q 0) 0 O O GREGO 9/26/2017 10: 38: 19 AM i LLi c� 2 Q o- THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF F- FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. _ O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY LLn w z N a o F- w W Q o cn U) D o O _JO N O o LL o f� LL z (\ U QD z r o Q0 z CO 46'-0" z o J Q0 Q U � � O -------------------------------------------- ------------------- 1661 PLF -------------------- Q --------------------------------------- - --� I _I = � z O In- MIN.(2)3500 LB. STRAP-TYPE II Q E HOLD-DOWNS(EMBEDDED INTO I O ~_ w CONCRETE AND NAILED INTO FRAMING) I I I :5I- C) In i F— I I I Q Q QO FOUNDATION VENT REQUIRED: 8.26 SQ. FT. NET FREE AREA i o 00 Qo ACCESS TO CRAWFSPACE ON—SITE BY OTHERS ; m a MIN. 1000 LB.HOLD-DOWN DEVICE(EMBFDDED INTO CONCRETE AND NAILED INTO FRAMING.) (4)2X10 SPF#2 REPL STD (4)2X10 SYP I I I I I I -0" 7'-6" 9'-6" 5'-3" 5'-3" 5'-2" 5'-2" 5_2„ I C1 7673 POUND � w� C14 0 ^ i 16"X16" BLOCK PIER I AILL, M - FOR CRAWL SPACE -- d -'or^j �- - --- -----I ---� -- - 1I I ---� F -I I (� z a o^00 I I I I I I I I I I I. I I I I I 1134 OUND I �---— - - �+-- -- --—-- --—-H --—- I —--�- - SPACING IS BASED FROM 5338 POUNDS (� a N m v i I��LLJJ I EDGE TO EDGE OF 16" I I W 0 Z v L---J L----J L----1 L---J L- --J L- - ) WIDE PIER -J p o x 3969 POUNDS 6426 POUNDS 18041 POUNDS 10847 POUNDS 10761 POUNDS 10676 OUNDS 10676 POUNDS I W z ^ d < I I 20'-0" I 7673 OUNDSI I COLUMN REQUIRED 30"x30" CONC. FOOTER I Q HOLD DIMENSION u// n Q W z z I I0 MIN.1000 LB.HOLD-DOWN n� O N Z_ DEVICE(EMBEDDED INTO I I--� � O ui CONCRETE AND NAILED INTO a� I O =� (n FRAMING.) I I A m U) q rn a MIN(2)3500 LB. STRAP-TYPE HOLD-DOWNS(EMBEDDED INTO I I ----- CONCRETE AND NAIIED INTO FRAMING) II I 8" MINIMUM CONCRETE WALLS -- I L------------------- -OR SUPERIOR WALLS -- _J t----- J i L------------- ---J N.. 1661 PLF I Ld J > L ------------------------------------- - ---- --- ------- ------J Q w z � 27'-0 1/2" 5 1 --------- 13=10 1/2" ---- (,� ~ � ; C- I � Q If/ m cn \ FOUNDATION TO BE DESIGNED BY NYS DESIGN PROFESSIONAL �; j�C �? fop C)w 3 ?�5 Q co ?: O U) WITH KNOWLEDGE OF LOCAL SOIL CONDITIONS. THIS PLAN IS o => ONLY MEANT TO COMMUNICATE THE DIMENSIONAL AND LOADING INFORMATION TO THE DESIGN PROFESSIONAL SO THE FOUNDATION DESIGN IS COORDINATED WITH THE REQUIREMENTS OF THE MODULAR BUILDING. (-D ILD LD w 0 0 0 0 FOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE ONLY. F \ N PROFESSIONAL BUILDING SYSTEMS WILL NOT ACCEPT ANY Q LIABILITY OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS. N GREGO 9/26/2017 10: 38: 19 AM NOTES: 1 . 6. MAX. ANCHOR BOLT SPACING: 6'-0 '1 O.C. 2. PERIMETER RAIL ATTACHED TO SILL WITH 16d. NAILS AT 6" O.C. (4'-0" O.C. MAX. IN AREAS WHERE WIND VELOCITY IS @ OR EXCEEDS 100 MPH) 3. PIER FOOTINGS BASED UPON 2000 PSF. ALLOWABLE SOIL BEARING PRESSURE 7. WINDOWS OR VENTS (INSTALLED BY BLDR) ARE REQ'D. TO PROVIDE 1 /150 OF FLOOR AREA AS FREE VENTILATION CD 4. CONCRETE COMPRESSIVE STRENGTH: 3000 PSI AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE. 5. M OR S TYPE MORTAR TO BE USED i f I I I THIS FACTORY—MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. = O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY n � � w Q o V) W w Q o U) Q O _J of N .. O O Li z RIDGE VENT O N U Q0 Z } o (_0 z 03 ASPHALT SHINGLES W/ SELF-SEALED STRIP AND COMPLY W/ Z o J Q0 ASTM D225 OR ASTM D3462. MANUFACTURE TO FASTEN W/ 6 Q v L FASTENERS TO COVER ALL WIND AND HEIGHT REQUIREMENTS + 15# FELT PAPER G = O z 7/16" RATED OSB ROOF SHEATHING =D J U Q BAFFLES'ATAIR EVERY SPACE OTTHEOR RAVIDEDF ER iz O ~ O uj SPACE ALL RAFTER MODELS 7/12 RAFTER ROOF ® 16" O.C. R-38 FIBERGLASS INSULATION ICE SHIELD (TWO LAYERS OF UNDERLAYMENT CEMENTED W/ VAPOR BARRIER Q o Q0 TOGETHER AND EXTENDED FROM THE EAVES EDGE TO A POINT 2x6 SUB FASCIA w o -0 AT LEAST 24" INSIDE THE EXTERIOR WALL LINE OF BUILDING ALUMINUM FASCIA z Q0 VINYL VENTED SOFFIT o } o hi w00 z -0 m U O 3" COMPRESSION STRIP SEE OP NL SPANNBEAM DOUBLE 2X4 TOP PLATE STUD GRADE SIZE DOUBLE 2>16 TOP PLATE WATER RESISTIVE BARRIER 2X4 SPF STUD GRADE @ 16" 7/16" OSB SHEATHING EXTERIOR WALL SHEATHING R-21 FIBERGLASS INSULATION W/ VAPOR BARRIER 1/2" WALL SHEATHING 1/2" WALL SHEATHING I- cj THERMO-PLY STRUCTURAL SHEATHING----__ FIELD INSTALL SHEATHING STRIP TO BE FASTENED PER SECTION LLJ� °O rM> 2x6 SPF SJ GRADE @ 16'--,,,_ --�,\ O N - ^ � pF NEST F— wQ 00 r! I 0 MAS A O <C5 °O co) p ] �� Z �� o SINGLE LAYER 3/4" OSE3 SHEATHING SINGLE 2'Xa BOTTOM PLATE SINGLE 2x6 BOTTOM PLATE * 1 x * ^ O N m Ln w Q Z F- 8" 2x10 SPF#2 16" O.0 — --- C7 I ., M w U N �2 Q V _ ttt 4. �. ., t W W a P : y 2x10 FE BAND W/2X6 CIO JOISTS � 1 O.C. 'x� f' �., (o \ � SEE FLR PLAN FO `R-30 INSULATION ATTACHED TO PERIMETER 08050,6 v) v) 3" COMPRESSION STRIP OPEN SPAN BEAM DOUBLE 2X4 TOP PLATE STUD GRAD[ SS�� Un O J SIZE W � z Z DOUBLE 2x6 TOP PLATE WATER RESISTIVE BARRIER p 2X4 SPF STUD GRADE ® 16" 7/16" OSB SHEATHING EXTERIOR WALL SHEATHING n� U u) U co R-21 FIBERGLASS INSULATION W/ VAPOR BARRIER 1/2" WALL SHEATHING 1/2" WALL SHEATHING LL LLI p w LA- J F- r i THERMO-PLY STRUCTURAL SHEATHING---___ FIELD INSTALL SHEATHING STRIP TO BE FASTENED 2x6 SPF STUD GRADE 16" a. m � a I � rc I w u 00 N 5 U SINGLE LAYER 3/4" OSB SHEATHING SINGLE 2X4 BOTTOM PLATE SINGLE 2x6 BOTTOM PLATE z CAULK IN-FIELD zi 2x10 SPF#2 @ 16" O.C. m _ TOP OF SILL PLATE MIN. R-19 FLOOR INSULATION TO COMPLY WITH DBL 2x10 PERIMETER BANDS RESCHECK AND INSTALLED ONSITE BY BUILDER r. ,uY JOIST HANGER(MMU28) OR 2x2 LEDGE fi, , 1/2" DIA x 17" ANCHOR BOLTS WITH 15" > � W J EMBEDMENT IN CMU AT 6'-0" O.C. » 2x6 TREATED SILL PLATE N-SITE CMU m < :::i EL Q O 1/2" CONCRETE EXTERIOR PARGING COVER W/ BITUMINOUS Q Of COATING OPTIONAL BASEMENT WALL INSULATION WHERE PERMITTED. a > W Q 4 MIL.°POIYETHELENE°VAPOR°BARRIER LI FOUNDATION WALL BY BUILDER. 4" GRAVEL BED ON-SIT BY OTHERS ° e PLANS ENGINEERED FOR 8" TO 12" Y; ° THICKNESS 12" CONCRETE FGOTING BY OTHERS ° Z18" MIN DEPTH FOR CRAWL SPACE ' 4" PERFORATED DRAIN TILE /j 24" MIN DEPTH FOR AREAS REQUIRING ACCESS #4 REBAR CONTINUOUS ' I ( ` m (n TO MECHANICAL EQUIPMENT FOR SERVICING. FOOTING ON-SITE BY OTHERS /` *FOUNDATION IS "TYPICAL". ACTUAL FOUNDATION TO BE DESIGNED BY Si E ENGINEER z = m ,RECFTVF,' o Q cn U) o cn ZON1NC, F 0 A R D OF ADPEA 0 0 0 C4 N 04 Q �t cy) 0 \\\ j O O N GREGO 9/26/2017 10: 38: 19 AM I c� Q m II = O Lo � z � N Q N � w o Q 0 cn O a N O O O Li O I� U � z 00 z w Qo z0 Ja- Q U Q O Z U Q O LLJ� V) F- Q D Qo w OZ �D m � 00w w Z CD SHIPLOOSE (2) 3/4" x 5 1/2" m m STRIPS PACK RIDGE AS NEEDED S;o 2x4 1x4LLJ C14 F2 2x6 w r� N 2x2 F-r- 00 T M ON w ¢ 0,0 2x6 SPF#2 ©� NEW U � Q m �o CO 12 �� r > N � vo CNC}MA S �,4 — x � r` co `© _ F�, N Q Qom 4Jv 00 X L-Li W n d5� d L � t1 08 6 coQ U 2�6 ROPE Sra�Q� W J \ I SAF#2 LL- c/) Z cp cp CD I � Fw LL- Ln I n/ 0 M_ X W N L1J 00 IN am 4'-0" 4'-0" 1 9'-9" o 0 2x8 SPF#2 2x8 SPF#2 13'-9" D Q Q 27'-6" f- cn cn I �3 m Qz 0 i I i I �ONtN�E��AR o0 w � Qo0 o � 0 o i i w I lI. I I THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF I— FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. _ O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY Ln H Li Q Q 7/12 "27-6" + 120/155 WIND 40# SNOW) ��F NEW w C / ,,�p MA s .c 0 CD (Q co vO Y o Cc J o N �� Eu O O 'F G A9 Qsa5z� ��' v u' o 12 Op 00 z o Q0 H 71 .. LATERAL BRACING FOR 2"MIN z o C-0LVL FATE �Ih Q LVL 18" AND GREATER EQUAL SPACES TOP LOAD�D BEAMS 2*MIN > Q 2X4 LATERAL BRACE 4" 4" 4" )'-o" --- y _ z U Q 16" O.C. Z 2-PLY BEAM 3-PLY BEAM 4-PLY BEAM 3-16d NAILS " a " a o EACH END N 0.131"x3"NAILS 0.131"x3"NAILS APPROVED : W O C0 J SCREWS rlr� d L L 01 00 o � FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS: m " o M K 2- AND 3-PLY EMBERS: NOTES: L 12" OR LESSx 1.5" MEMBER BEAMS: -FOR 1.75" THICK MEMBERS, USE 0.131"x3.5" NAILS IN PLACE USE (2) R WS OF 0.131"x3" NAILS @ 8" O.C. OF 0.131"x3" NAILS. 14", 16" OR 18" x 1.5" MEMBER BEAMS: -THE FOLLOWING SCREWS ARE APPROVED FOR USE IN WCJ 04 USE (3) R WS OF 0.131"x3" NAILS @ 8" O.C. CONNECTING MULTIPLE PLIES OF LVL: � 00 OC -SIMPSON SDW WOOD SCREWS B A O 20",22' (j 2 x 1.5' MEMBER BEAMS: -SIMPSON SDS WOOD SCREWS (n � 0_-�In USE 4 RWS OF 0.131 x3 NAILS @ 8 O.C. w Q&o^ O -USP WS WOOD SCREWS M CR ZD v C 4-PLY MEMBERS Q FASTENMASTER TRUSSLOK WOOD SCREWS N Nrn ¢J z v F -IF THE FASTENER POINT PENETRATES A MINIMUM OF 75% OF ' ' CD ix 16" OR LESS x 1.5" MEMBER BEAMS: USE (2) ROWS OF APPROVED SCREWS @ 24" O.C. THE 4TH PLY OF THE BEAM, THEY MAY BE APPLIED FROM ONE W z SIDE OF THE BEAM; OTHERWISE, THE FASTENERS MUST BE _ ` 16" TO 24" x1.5" MEMBER BEAMS: APPLIED FROM BOTH SIDES AND STAGGERED. � USE (3) R WS OF APPROVED SCREWS @ 24" O.C. -LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES; OTHERWISE, un U A=2-16d NAILS C=2-8d NAILS E=2-16d NAILS I w W Q USE CONNECTIONS FOR SIDE LOADED MEMBERS. z z B=10d NAILS @ 19 O.C. ALT: C=1 1 /2"X26 GA F=10d NAILS @ 19 O.C. z -FASTENING SPACING IS FOR EACH ROW. STAGGER SPACING oz w o cn RIDGE STRAP W/2-10d BETWEEN ROWS OF FASTENERS. NAILS EACH END a m �a D=3-16 GA. STAPLES M=1 —CS20 STRAP W/ 9-10d NAILS EACH END 00OR FIGURE'8602.10.6.2 METHOD CS-PF---CONTINUOUSLY FIGURE R602.10.6.2 ` �1 10-16D THROUGH METHOD PFH PORTAL FRAME SHEATHED PORTAL FRAME METHOD PFH:PORTAL FRAME TENSION STRAP PER W/HOLD-DOWNS CONSTRUCTION(FIGURE W/HOLD-DOWNS TABLE 602106.4(ON R602.]0.6.4�4-20GA STRAP OPPOSITE SIDE OF G=7-16d NAILS J=3-6d NAILS DECKING EACH SIDE 5-10DCNAILSE°HEN SHEATHING) H=2-16d NAILS K=12-16 G A. STAPLE ;: ;; ; , , , . 3-2x12 SPF2 HEADER —r. FASTEN KING STUD TO „ 3-2x12 SPF2 HEALER . .. .. . HEADER WITH 6 16D ° • (MIN HDR=3"x11.25") ' ' ' 3-1.5"X11.25" �.. . . (MIN HDR=3"x11.25") . •• J J 1=6-10d NAILS (26g. STRAP) L=16d NAIL 12 O.C.(ON—SITE) _ SINKERS Q T 1 /2" BOLT LVL HDR S L I FASTEN WPLATE TO HEADER WITH TWO < J Q O ROWS OF 16D SINKER Q LiJ � O FASTEN SHEATHING TO HEADER WITH 8D NAILS AT 3"O.C. �-- (,j M COMMON OR GALVANIZED BOX NAII S IN 3" (TYP) U) W Q O GRID PATTERN AS SHOWN �. IF NEDED,PANEL SPLICE EDGES SHALL HEADER TO JACK-STUD STRAP PER TABLE OCCUR OVER AND BE NAILED TO COMMON BLOCKING WTHIN THE MIDDLE 24"OF THE EE02.1064 ON BOTH SIDES OF OPENING ' • • OPPOSITE SIDE SIDE OF SHEATHING IN "WOOD ______ __ __ ORTAL LEG HT,ONE ROW OF 3' O.C.NAILIN (C516 W/22-10a NAILS) STRUCTURAL PANEL ______ ------- IS REQUIRED IN EACH PANEL EDGE SHEATHING • • O • • • • • • • MIN.LENGTH OF PANEL PER MIN.LENGTH OF PANEL PE m TABLE R602.105 MIN.COL.2X4 FRAMING COVERED WITH TABLE R602 10 5 _ •_ MIN(2)3500 LB.STRAP-TYPE MIN 4"THICK WOOD STRUCTURAL PANEL MIN.(2)3500 LB.STRAP-TYPE z = Cb HOLD-DOWNS(EMBEDDED INTO SHEATHING WITH SD COMMON OR HOLD-DOWNS(EMBEDDED INTO \ • • ( _ _ _ _ CONCRETE AND NAILED INTO FRAMING) GALVANIZED BOX NAILS AT BLOCKING, CONCRETE AND NAILED INTO FRAMING) () AND SILLS TYP. Q MIN. 1)J'•DIAMf TER ANCHOR BOLTS WOOD STRUCTURAL PANEL MIN.(1)r DIAMETER ANCHOR BOLTS 11� INSTAI LED PER SECTION R403.1.5 WITH SHEATHING TO TOP OF INSTALLED PER SECTION R4031.5 WITH NAIL SOLE PLATE TO JOIST (/) BAND OR RIM JOIST 2"x2"x "PLATE WASHER PER TABIE R602.3(1) • .. . . :'. . "x2" Pt ATE_WASHM .. :. • '' . ' .. ' . . . —--- - ' '' '' ' -- - --- APPROVED BAND OR RIM JOIST MIN 1000 L8.HOLD-DOWN WOOD STRUCTURAL PANEL SHEATHING MIN.1000 LB HOLD-DOWN u • 0 0 DEVICE(EMBIDDED INTO 0 OVER APPROVED BAND OR RIM JOIST F. , DEVICE(EMBEDDED INTO u o rn�o • OK © CONCRETE AND NAILED INTO OVER RAISED WOOD FLOOR- ONCRETE AND NAILED INTO (BEAM STICKS UP IN ATTIC) FRAMING,) OVERLAP OPTION FRAMING LLj 0 0 0 (3) 16d NAILS TOENAILED THRU B.C. INTO BAND PLUS Q m c (2) 16d NAILS THRU SHEATHING INTO BAND AND STUD. � N O o NOTE: NEW YORK STATE; SUBSTITUTE 20q. STRAPS FOR 26q. STRAPS GREGO 9/26/2017 10: 38: 19 AM 3 I'ECETVFT' Q I 11 :70I`..ITN'r; RnAPfl Or•APprf I c i i ! I� i THIS FACTORY-MANUFACTURED HOME (FMH) PLAN HAS BEEN DERIVED FROM A SYSTEM SET OF I.- FMH PLANS APPROVED BY D.O.S., MANUFACTURER'S APPROVAL NO. M013-2015-001. _ O EXPIRATION DATE 10-31-2017, WHICH HAS NOT BEEN MODIFIED IN ANY WAY w Z N Q Q F- v 6 N � w :il Q o Cn Door And Window Scheduleo JJ TYPE QTY DESCRIPTION RO DIAG SQFT LIGHT VENTju DP SHGC EGRESS � z Exterior Door 3 Q Andersen Frenchwood Sliding Patio Door 72"x80" 107 5/8" 40 23.78 14.72 0.32 40 0.28 X z o Q0 6068- z 00 Exterior Door 1 C2 Masonite Fire Door 3/0 37 1/2"x81 1/2" 89 3/4" 21.6 0 19.7 0.21 X Q Exterior Door 1 A Therma Tru 3068 Glass (Over 50% Glazing) 38 1/2"x82 1/2" 91" 21.6 10.96 19.7 0.27 0.14 X > Q = o Interior Door 4 1 (2668) Interior Pocket Door Solid Core 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 0 o w Interior Door 3 J (3068) Interior Solid Core Swing Door 38 1/4"x82 3/4" 91 1/8" 0 0 0 10 Q Lij 0 Q0 Interior Door 2 G (1668) Interior Swing Door Solid Core 20 1/4"x82 3/4" 85 1/4" 0 0 0 0 ��F N y 0 Q0 �� ( Cn SOMA& W 00 J r o Interior Door 4 1 (2668) Interior Swing Door Solid Core 32 1/4"x82 3/4" 88 3/4" 0 0 0 0 * ° �� * m Interior Door 2 L (2668) Interior Bi-Fold Door Solid Core 32 1/4"x82 3/4" 88 3/4" 0 0 0 10 Window 3 1 Andersen 400 Series Double Hung 24210 30 1/8"x36 7/8" 47 5/8" 7.58 4.46 2.58 0.3 50 0.32 � 080526 W N N Window 3 4 Andersen 400 Series Double Hung 2852 34 1/8"x64 7/8" 73 1/4" 15.14 10.48 5.88 0.3 50 0.32 X 00 w00 Window 6 4 Andersen 400 Series Double Hung Twin 2852 68 1/4"x64 7/8" 94 1/1 8 30.75 20.96 11.76 6.3 50 0.32 X U� W � Ln o SP Andersen 400 Series Double Hung Transom _ En m v� Window 1 Twin 2810TN 64 1/4"x12 1/2 65 1/2 5.58 2.� 0 0.32 50 0.34 N rl-wooX N 2 2 Q Window 1 5 Andersen 400 Series Double Hung Twin 2856 68 1/4"x68 7/8" 97" 32.64 22.4 12.6 0.3 50 0.32 X 0 LLI o Window 4 5 Andersen 400 Series Double Hung 2856 34 1/8"x68 7/8" 76 7/8" 16.08 T11.22 6.3 6.3 50 0.32 X U W Z U O Z W0 W N/ J ~ Cr- O Cn ' O IL m U) w N m � J U� Q - -i Q O Q Z_ > a_ w < m U) \ O Q (n U) O V) i ,ONING BOARD OF AFFFALS Q0 0 0 0 CN N Q �rnco � GREGO 9/26/2017 10: 38: 19 AM �.i 0 Q I I I i I I A �i TOP OF PIPa FL, ..... ............. 12 - - --- - A5PNALTP00F SNINGLFS # FAL ON 6 ------ 6 _---...____---__-__. ___----___-.. -----..-__-.-_ _..._...._ .................. ..... OV�P 30 6 _......_.... ...........___..-_..-----__--.. ._.___-.-------..-----. ........_....---......__...__...... 5/8" TX PLYWOOP 5NEATHIN6, (TT) --___-.._-- -- - ------... ---------..._. R 1 I rn I i i t -- --- - i � , ; >, ;-�, 51171NG ANt7 TPIM C AS SPLFCT�P) ; T - - - „ . , ; i l t t l � I' ii i ..�......_... . . ..... .. _ I .. i1 I. .'.� i.. _.i..�.. 11. , ., __•__-_----I-._:_ .. - �[_l. T r li > r i r r T r 1" ' ,i l t t t r� f , ; ; O ; ; z i ii t I jl ; : : . - ! I ti f l � t �!� i ! i....... :.r. �.. 1...x_1 t I ii ; I 4 l ; .__...-._ _._ _..._.._._. r !_;._.-.-_..�- -.....:....__.._..moi...-.� �-r-` , � , : : III , GPA>OS 1 FL, +O'-0' — — — — �A5f F�FVAVON NOF1,TH �VATION M5f ��FVMION I.-oil TII a OII I a PFPPP55 FPN WAU. POWN AT O.N. POOP5 TO ALLOW FOP SLA6 HAUNCH TO 6�AP ON FPN WALL WITH KEYWAY, 01 24'-0" 24'-2" 2'-3" 8'-6" 2'-6" 8'-6" 2'-3" 6'-7" 11'-0" 6'-7" ASPHALT POOF 5HIN6LP5 OVcF 30# FELT ON 12 — — —t — - - - -:'*— - I 5/8" CPX PLYWOOP 5HFATNIN6: (TYP) R — I N 6-0" X 6-0" OH GW2A9 POOP 8'-O" X 8'-O" OH GAPA(�POOP 20 POOF PAMPZ5 @ 16'' OC. (TYYP.) I I I ( \ S 20 CEILING_1015T5 @ 16" OC. (TYP) I GA��AG� N = SLAB ON GRADECD I ( = N = 2x6 WALL FPAMING(TYPJ �' I I s1 Nmin — --< I I I I 4" FOUMP CONC, 5,A13 PFINF W/ WIPE R _ ME9N(w4xw.l/ qX_fi) OVEP 6 MIL. C4 N iVAPOP 6APPI�P ON FULLY COMPACTCP ; SOIL ANP GPAV�L 6FP, (TYPJ R I I 0 II II II II II II R #4 NOSING[3A1?111' @ MUM,0r SLAGS 2X6 P/T 51LL OVE�p 511-1- 1 I — _ I 5FALEP WITH 2" X 12" 41, POUI?�n UNC. Vo PPINF W/ WIPE ANCHOP i3OLf5 @?�6" OC ME5H(W4XW,, / 4X4) OVPP 6 MIL, — — — _ — W/MIN 8" Em6�PMFNT, VAPOP 6APTIFI ON FULLY COMPACSP 50L ANP GPA'FL 6FP,(1YP:) ��`�3 24'-0" / C) .II -; �O-UNbA� ION ��AN 6V�� PLAN , ! .. I I - ; � WI-II�OCK ��51b��1C� ; 5FCTION A cz)OF NEW Y II 11-011 PFOP05�P 6APA6� 5801�,FFY PATH MAT1111aCK, NFW YOPK 11952 PM: 10.23.17