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HomeMy WebLinkAbout1000-123.-4-6 OFFICE LOCATION:. '•.' 0f SO(/TyO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State-Route 25 ' Southold, NY 11971 (cor. Main Rd.&Ydungs Ave.) Southold, NY 17 971 CA Q' Telephone: 631 765=1938 • �Q, WAfi .E1 ONTY,R,EWTA_LIZATIO� T: RC�G �1►Ni.--h.. `,.__ -; =-'____-'=_== ( : QWN OF SOU'PHOLD — ` MEMORANDUM To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry,AI.CP , __---- ssistantTo�cztPlann-ng=Ditect0r--= LWRP Coordinator, Date March 1, 2021 Re: LWRP Coastal Consistency Review for ZBA File Ref SAMUEL J.DIlVIEGLIO,JR. 97469 SCTM# 1000-123-4-6. SAMUEL J. DIMEGLIO,JR. #7469 -Request;for Variances from Article XXIII, Section 280-124 and the Building Inspector's November 17,2020,Notice of Disapproval based on an application for a permit to construct a front porch addition attached to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2)located less than the code required minimum combined side yard setback of 25 feet; located at: 2280 Deep Hole Drive, (Adj.to Deep Hole Creek)Mattituck,NY. SCTM No. 1000-123-4-6. 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 proposal is recommended as CONSISTENT with the LWRP. This recommendation is based on the following: 1. The proposed addition is not discordant with community character. A 50' non-disturbance buffer is shown on the plans as required by the Board of Trustees and filed in a Covenant and Restriction(L D00013013 and P 903)with the Suffolk County Clerk. 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 Vs®U Southold Town Hall Leslie Kanes Weisman,Chairperson 53095�iy®l® 53095 Main Road•P.O.Box 1179 Dantes Southold,NY 11971-095 Patricia ra Office Location: Eric antes Town Annex/First Flo r, Robert Lehnert,Jr. • aQ 54375 Main Road(at Youn Avenue) Nicholas Planamento ®lycouff Southold,NY 1 71 http://southoldtowrmy.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 JAN ® 0;2021 January 5, 2021 Plann�n9 Board Mark Terry, Principal Planner LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref. No. #7469 DiMeglio, Samuel Dear Mark: We have received an application to construct front porch addition to existing single family dwelling. 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 r By: �lN -C Encl. Survey/Site plan: Michael K. Wicks, Land Surveyor, dated December 30, 2020 i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 19, 2020 RENEWED: November 17, 2020 TO: Glenn E. Just (DiMeglio) PO Box 447 Quogue, NY 11959 Please take notice that your application dated February 7, 2020: For permit to: construct front porch addition to existing single-family dwelling at: Location of property: 2280 Deep Hole Drive, Mattituck,NY County Tax Map No. 1000- Section 123 Block 4 Lot 6 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 17,813 sq ft lot in the R-40 District is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a combined side yard setback of 25 feet. The surva shows the front yard setback at 29.7 feet and the combined side yard setback at 24.1 feet. Authorized Sig to e 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. Assignment No. Fee:$�--Filed By: ATION TO THE SOUTHOLD TOWN BOARD OF APPEALS APP JC AREA VARIANCE House No. !_Street r Hamlet M•'•�-Y�-�'e C'k ()Q Lot Size i� Zone�`'� SCTM 1004 Section�3 Block o� Lot(s) �2_— APPEAL THE WRITTEN DETERMINATION F TH DATEDIN (l �PECTOR I(WE) c� BASED ON SURVEY/SI DATED___ Owner(* Mailing Address: �tti�w Fag• Email: Telephone: Telephone•cif��-- � �, licant's attorney,agent,architect, please complete below if applicati NOTE:In addition to the above. on is signed by app c.and name of person who agent represents builder,contract vendee,et : Other: rn for 64 Owner( ) _- ---- — Name of Representative:t fE �` Address: • Telephone: � G o o - Fax: �- Email: 7 a to be Other Name/Address below: Please check to specify who you wish co thor'�nzed Represenied to,�th'e,o from the above names: ( )Applicant/Owner(s), (+Au PLAN WHEREBY TH BUILDING INSPECTOR RE pLICATIONDATED WED TEk q 3\) FOR: DATED l ` and DENIED AN Building Permit p Pre-Certificate of Occupancy ( )Certificate of Occu ancy ( ) ( )Change of Use ( )Permit for As-Built Construction ( )_Other: ' ' on of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by Provision numbers.Do not quote the code.) Subsection'. Articles Section: Type of Appeal. An Appeal is made for: Variance to the Zoning Code or Zoning Map. . ( )AVariance due to lack of access required by New York T Se Law-Section 280-A. Article ( )Interpretation of the Town Code, UNDER ( )Reversal or Other A,prior appeal(A has, ( )has not been made at an time with�reqectPlease be sure to research before Year(s). '� Appeal No(s). ZBA File# completing this question or call our off ce for assistance) Name of Owner: REASONS FOR APPEAL Please be specific, additional sheets may be used with preparer's signature notarized): esirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby 1.An uni properties if granted,because: t by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, 2.The benefit sought other than an area variance,because: ,see C*(3C.V 3.The amount of relief requested is not substantial because: 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: 5.Has the alleged difficulty been self-created? { }Yes,or{ }No Why* is or Restrictions concerning this land? { }No %Yes(please furnish a copy) Are there any Covenants protect the character of the and at the same time prese a and p This is the MINIMUM that is necessary and adequate, neighborhood and the health,safety and welfare of the community• Z Sign re of AP nt or Authorized Agent (Agent must sub tten Authorization from Owner) SwQln be me this 2 ay a 20 blic ADAM MATROS Notary No 10 MState of Now A6354670 York &elitied in gu"01h jy Oornmission @xp.0212112021 I I I i I i Reasons For Appeal 1. An undesirable change will not be produced in the nearby CHARACTER of the neighborhood or a detriment tocn�e a y o licant seeks to to properties if granted, because: App p propos ed front porch addition to an existingsingle family uired residence with a front yard setback of 29.7 instead of the req e 35 and a combined side yard setback of 24.1 instead of require d combined side yard setback of 25). The site is a water area. front site and situated in an existing developed waterfrona roved by the Southold With this the approvals for the project pp Trustees and the New York State Department of ificant Town T y,S.D.E.C.) required a sign _Environmental Conservation (N• tidal wetlands. As part of the setback from the existing area of approval from these two agencies a 50' non-disturbance buffer ar n has been established and a Notice To The Deed Covenant has t e Clerk. with the offices of the Suffolk Countyd the granting of the these are not substantial variance requests in the character of variance will not produce an undesirable change the community or a detriment to nearby properties. ht b the applicant CANNOT be achieved by 2. The benefit sought y licant to pursue, other that an axea some method feasible for the app The Property is a creek front site which requires variance because: p a small e dwelling be setback from the wetlands leaving New York that th envelope. The Southold Town Trustees and the building P required a State De artment of Environmental Conservation We lands. A 50' S p area of tidal significant setback from the existing been established and a Notice wide non-disturbance buffer area has i the offices of the To The Deed Covenant has been filed w Suffolk County Clerk. r ,- I 3. The amount of relief requested is not substantial because: The stead of the rd applicant seeks a front yard setback of 29.7' in setback 3 5' which is only a 5.3' variance and also seeks a side yardvariance. of 24.1' instead of the required 25' which is only a 0.9 act on the 4. The variance will NOT have an adverse effector impar physical or environmental conditions in the neighborhoodor the . e is a creek front site requiring g that district because: The property the dwelling be setback from the wetlands leaving a small building " f the approval a 50' wide non-disturbance buffer has area. As part Q p been established and a Notice To The Deed Covenant has been filed with the offices of the Suffolk County Clerk. This is a that the physical and permanent buffer zone ensuring trea will be protected. environmental conditions in the a 5. Has the alleged difficulty been self-created ? ( ) yes, or (x.)No because of the constraints on closeness of the adjacent Why: Itis b area of tidal wetlands. APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: 5�l—� �`�' ir Date Prepared: 4 I.For Demolition of Existing Building Areas Please describe areas being removed: na II. New Construction Areas (New Dwelling or New A ditions/Extensions): Dimensions of first floor extension: V/-A 4 Dimensions of new second floor: t^\c` Dimensions of floor above second level: as%- Height(from finished ground to lop 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: <<O 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: St 1 r I�L�l1�'41Q��1 Vl� 1rd Nye. 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: Proposed increase of building coverage: l � . Square footage of your lot: t.11 gi 1 Percentage of coverage of your lot y building area: V. Purpose of New Construction: ���t�1,'` Y � 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): ' -tanx ^� i 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 QUESTIONNAIRE I FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes 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? 2.)Are those areas shown on the survey submitted with this application? _ 3.)Is the property bulk headed between the wetlands area and the upland building area? 0C. 4.)If your property contains wetlands or pond areas,have you contacted the Office of the Town trustees for its determination of jurisdiction? qeC Please confirm status of your inquiry or application with the Trustees: ��- 1 swed 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? 001 E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? kk 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?_�(6_If yes,please submit a copy of your building permit and survey as approved by the Building l Department and please describe �rv�lp �Giti���� d L�%,`V g �r c£u1S rct - 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?_.LL_ If yes,please label the proximity of your lands on your survey. I. Please list present use or operations conducted at this parcel S X11 "v)4e t�S4 f 4 ;�H and the proposed use r (ex:exi ing single family,proposed:same ith garage,pool or other) q ,� o Aut riz gn re and Date 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 a Law. 1. Name of Applicant: 2. Address of Applicant:jq s\ Plf 3. Name of Land Owner(if other than Applicant . 4. Address of Land Owner: 5. Description of Proposed Project:A,,A T ic.-=Eua<— cuti a 6. Location of Property: (road and Tax map number) 1 3— 4-- 7. Is the parcel vathin 500 fe t of a farm operation? { } Yes �4-No 8. Is this parcel actively farmed? f ) Yes { ) 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. 2. 3. 4. 5. 6. (Please use the ba this gif there are additional property owners) Ir Signature Signature of Applicant Date Note: 1. The local Boar 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. APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the town int officers t nd ad amplo it to take whatever ees.Te se of this form is to rovide information which can alert the town of ossib conflicts action is neeessary to avoid Same. YOUR NAME: t M66, O1.1 �L (Last name,first namt.middle initial,unless you are applying in the name of someone else or other cnNty,such as a company.if so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Building Permit Tax grievance Trustee Permit Variance Coastal Erosion Change of Zone Mooring Approval of Plat Planning Other(activity) Do you personally(or through yotir.co eludes y blood,mardriage,or business n e el5ttt."Business or employee of the Town of Southold Relationship" interest" means a business,including by)a corpporat on artnerslip, in which the town in which the town officer�or employee owns more than 5%of the cer or employee has even a partial ownership of(or employment by) 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 .bl4lie actuul•spplicunt DESCRIPTION OF RELATIONSHIP Submitted this day of NW 1 ,20_ Signature Print NameII Board of Zoning Appeals Applicationl AUTHORIZATION (Where the Applicant is not the Owner) i, Sim UG'L �s i �&U a residing at (Mailing Address) (print property owner's name) (�f do hereby authorize (Agent) J���ll (SN�)( ,� �At- to apply for variance(s) on my behalf from the Southold Zoning Board of Appeals. (0 ►i ', Signature) (Print Owner's Name) 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 .• h0(Last name,first hame,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 APPLICATIOM-_(Check all.that ap _pW 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 5✓ 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 Submitted this y of 20 Signature Print Name Glehy-, �tS( TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Date: 11118/2019 Permit* 44423 Permission is hereby granted to: Dimeglio, Samuel 2275 Deen Hole Dr 'Mattituck, NY 11952 To: construct a new single family dwelling with attached garage as applied for per Trustee, DEC and SCHD approvals. At premises located at: 2280 Deep Hole Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-4-6 Pursuant to application dated 10/29/2019 and approved by the Building Inspector. To expire on 5/19/2021- Fees: $2,411.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION - $50.00 CO-NEW DWELLING al: $2,461.60 Zm, ding LMSDezciT� Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONSs,- licants for permits* including Town of Southold agencies, ConsistencylRevielw Law Ih�s 1. All app proposed actions that are subject to the Town of Southold Water11 in assessment is intended to supplement other information usedbactions t oo`h'nl dig Building Permi s uthold age cY asses *Except minor exempt making a determination of consistency. P located within the Coastal Erosion Hazard Area. and other ministerial permits not Before answering the Questions in Section C, the preparercoo this the Town of Sou hold Local 2; B ificant minor action list, policies and explanafiAon prof osed policy will be evaluated as to its sign Waterfront Revitalization program. P 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 ievement of the LWRP policy standards and conditions contained in the consistency review law. ach Policy Thus, the action should be analyzed in more detail and, extentec racticab e�wf t��eoL to making png y determination that it is consistent to the maximum p olio standards and conditions. if an action cannot be certified as consistent with the LWRp policy standards and conditions,it shall not be undertaken• the LWRP is available in the following places: online at the Town of Southold's A copy of the Board of Trustees Office, the Planning Department, all website (southoldtown.northfork.net), local libraries and the Town Clerk's office- B. DESCRIPTION OF SITE AND PROPOSED ACTION The Application has been submitted to(check appropriate response): Town Board Q Planning Dept. 2 Building Dept. 0 Board of Trustees 1• Category of Town of Southold agency action(check appropriate response). (a) Action undertaken directly by Town agency(e.g.capital construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: 5 f Location of action: �------- t Site acreage: Present land use: ' Present zoning classification: has been filed with the Town of Southold agency, the following 2. If an application for the proposed action information shall be provided: (a) Name of applicant: (b) Mailing address:__ l _r (c) Telephone number:Area Code (d) Application number,if any: ER Will the action be directly undertaken,require funding,or a rov by a state or federal agency? Yes L�No❑ if yes,which state or federal agency? DEVELOPED COAST POLICY t in the Townhold that enhances policy 1. Foster a pattern of development re°makes beneficial use of a coastal loction,and preserves open space,makes efficient use of infrastructure, minimizes adverse effects of development. See LVW Section III—Policies;Page 2 for evaluation criteria. ©yes ❑ No ❑ (Not Applicable- please explain) e e � � t Attach additional sheets if,necessary is 2. Protect and preserve historic and archaeological resources of the Town of Southold. See Pol y LWRP Section III—Policies Pages 3 through 6 for evaluation criteri Yes ❑ No El (Not Applicable—please explain) s4- ` -1 1,a-� h`S c-�' eek ►n �►,t.� , . I 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 Yes ❑ No ❑ Not Applicable r*o�"ecsi w 1\� k"No je. n'o r,;c- r--e s to o- 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 0 Yes ❑ No ❑ Not Applicable o e o a rSU 0 4 �V, CIAl v Attach additional sheets if necessary Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section II1 —Policies Pages 16 through 21 for evaluation criteria © Yes ❑ No ❑Not Applicable ua -� the 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. r�-- ❑ ❑ yes No Not Applicable �0` PGcd &Ja {r1Ja j,nn (>tG aS C o r { 4 ` i 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 ❑ No❑ Not Applicable —4 r ` Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold o 38 for evaluationsolid waste ans hazardous substances and wastes. See LWItP Section III—PoIicies; Pages 34 t g © a. Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Poli9. Provide for public access to, and recreational use of, coastal waters, public lands, and public es 38 through 46 for evaluation resources of the Town of Southold. See LWRP Section III—Policies;Pag criteria. ® Ye�] No❑ Not Applicable � C Attach additional sheets if necessary ,y`,.UG COAST POLICIES Policy 10. Protect So uthold's water-dependent uses and promote siting;of newevaluation criteria. t uses in suitable locations. See LWRP Section III--Polici�l Pages 47 through 56 for f Yes No Not Applicable 111:1 P6 ISAttach additional sheets if necessary Island Sound, the Peconic marine resources in ,Long _ Policy 11. Promote sustainableP Sech�' odn III—Policies;Pages 57 through 62 for evaluation criteria. Estuary and Town waters n � �t Yes ❑ No❑ Not Applicable 1111111 01 e 9t i� e 4— Attach additional sheets if necessary Section III —Policies;Pages Py olic 12. Protect agricultural lands in the Town of Southold. See LWRP 62 through 65 for evaluation criteria. Q'Yes ❑ N11C Not Applicable 14 -s Attach additional sheets if necessary � and development of energy Policy 13. Promote appropriate use and mineral resources. See L Section III—Policies;Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No 2 Not Applicable r DATE TITLE PPXPARED BY 0 Mail dress: APPEALS BOARD MEMBERS QF soujyo Southold Town l79 Hall James Dinizio,Jr.,Chairman hp �p 53095 Main Road•P.O.Box I Southold,NY 11971-0959 Gerard P.Goehringer 41 officet acation: H Ruth D.Oliva G� yq Town Annex/First Floor,North Fork Bank Michael A.Simon ��,�OUN� 54375 Main Road(at Youngs+Avenue) Leslie Kanes Weisman Southold.NY 11971 http://southoldtown.northfork.net ZONING B OF SOUTHOLDOF ALS TOWN Tel.(631)765-1809+Fax(631)765-9064 i FINDINGS, DELIBERATIONS AND g DETERMINATION MEETING AUGUST ZB File No. 6053—Dorothy Dickerson Peters CTM 123-4-6 Property Location: 2280 Deep Hole Drive, Mattituck has visited the property under SEQRA DETERMINATION: The Zoning Board of Appeals a 11 category of co nsideration in this application and determines tde�SEQRA w falis'under the Type the State's List of Actions,without further steps u consists of 20,561 square feet, is PROPERTY FACTSIDESCRIPTION: The applicant's property Low-Density Residential Zone District, and the loteieasteriy side fneSand 129 58 located to a sureR-40 Lo tY feet (arc measurement) along Deep HoleolCreek/96'63 feet along th feet along a tie line adjacent to Deep TION: Zoning Code Section 280-124, based on dWelBngdat9essInspector's n 40 feet BASIS OF APPLICA proposed single-fam y 23, 2007 Notice of Disapproval concerning a from the front lot line. application has been referred as required SUFFOLK COUNTY ADMlN1STRATIVE CODE: This e a lication is considered a matter Coun Administrative Code Sections A th-14 to 23, and the Suffolk County under the Suffolk dated July 25, 2007 states that PP Impact. Department of Planning reply ears to be no significant county-wide or inter-community P for local determination as there app it was also issued by the Board of to CHAPTER 268 LWRP DETERMINATION: The proposed action is exempt from review pursuant Chapter 268-3 as a minor actions under subsection action A p LWRP Coordinator. 2006, therefore the proposed action compiiesMa ithpolicy 6.3, A, 1, confirmed Trustees On o June 21, Appeals dated July 17, 2007 from Mary in a letter to the Zoning Board of App . FINDINGS OF FACT Appeals held a public healing on this aPplicationrontl�mentato07personai , at which The Zoning Board of App time written and oral evidence were presented. Based upon ail testimony, Page 2- August 16,2007 * Z8 File No. 6053-Dorothy Dicke eters CTM No.123-4-6 I • inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: single- EA proposes to construct a tvyastory, e foot lot(or .472 of an acre),with a front yard setback of 35.7 feet AREA VARIANCE RELIEF Squa ESTED: The aPP as shown front the April 20, 2006 revised family dwelling on where the code required setback Is a i imam of 40feet, survey prepared by Stanley On thr. e basis of testimony presented, materials submitted and REASONS FOR BOARD ACTION findings: personal inspections,the Board makes the following cable change in the character of the ro es. This parcel of property fronts on Deep Hole neighborhood or a detnmen 1. Grant of the variance t to not produce p p ernanundesi Creek and is situated in an exideveloped waterfront area. sting some method, feasible for the 2. The benefit sought by the applicant cannot be achieved by area variance. it amounts to a ry ed areaOf theroperty's applicant to pursue, other than an roAmately 200 e of the building area for this variann would be 35 feet and a required front yard setback, from 40 feet to 35.7 feet. The tots surveyed q 20,560 square feet. The square footage square feet. If the parte! were 560 square variance less, the required setback variance application would be unnecessary. ' of substantial. The reason for the reduce house af front n the ec eek. 3. The variance granted herein is n ' to rovide a permanent vegetative buffer adjacent to wetlands between the depth of the house is P requirement would require reducing l e de Compliance with the 40 yard setback req on the applicant- from pp from 21 feet to 16.68 feet would impose an unreasonable hardship self-created. nstraints on the closeness It is a consequence of a odo d close to the waterfroto he streetside 4. The difficulty has not been that the house b nt and adjacent wetlands, requiring boundary. will submitted to suggest that a variance sni�hher�eighb°irhood.community 5. No evidence has been sisal or environmental conditions have an adverse impact on the phy and adequate to enable the new dwelling,while preserving and 6. Grant of the requested relies protecting is the minimum action necethe character of the ssa applicant to enjoy the benefit of neighborhood and the health, safety and welfare of the community. all of the above factors and applying the balancing w 267-8, motion was offered by Member Weisman, seconded by RESOLUTION OY�Town Ra � 1n considering• test under New Member Oliva, and duly carried,to Aprii 20, 2006 revised survey prepared GRANT the variance as applied for, as shown on the by Stanley J. Isaksen,Jr. under this application when � given such as extensions, or demtions which are not shown On Any deviation from the vanan g site maps, are not authorize the applicant's diagrams °nderrthe zoning code. This action does not authorize or condone any involving nonconformities u yj page 3— August 16,2007 Dickers eters +' Z8 File No. 6053—Dorothy CTM No.123-4-6 that may violate the Zoning current or future use, setback or other ntlaoture of the therfestures aseare a ppropeessly addressed in this action. rty Code, other than such uses,setbacks a erves the right to substitute a similar design that is de minimis in nature for an The Board res alteration that does not increase the degree of nonconformity. Ayes'. Members Dinizio (Chairman), Oliva, Goehringer, and Weisman. (Member Vote of the Board y Simon was absent.) This Resolution s duly ad to (4 0)f aures Dinizio Jr., C Irma 819112007 Approved for Filing RECEIVED 4 AU 2 4 4u Southold Town Clerk ,ter Short Environmental Assessment Form Part 1 -Project Information Inst�s for Com>aletina v Part of the iew,and may subject to further verification. Complete Part 1 based on Part 1—Project Information. The applicant or project sponsor rev is responsible for the completion of Part 1. Responses become p pp are subject to publicitem,please answer as application fora royal ai funding, J information currently available. If additional research or investigation would be needed to fully respond to any thoroughly as possible based on current information. items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the Complete all es as necessary to supplement any item. lead agency;attach additional pag Part 1—Project and Sponsor Information Name of Action or Project: Proposed front porch Project Location(describe,and attach a location map): 2280 Deep Hole Drive,Mattituck Brief Description of Proposed Action: Applicant proposes to construct a Tx 26'front porch. Name of Applicant or Sponsor: Telephone: 516-978-2816 E-Mail: Samuel J.DiMegiio,Jr. Address: 141 East Main Street State: Zip Code: City/PO. NY 11743 Huntington NO YES 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, administrative rule,or regulatioaction n? 0 ❑ If Yes,attach a narrative description of the intent of the proposed continue to question ental resources that may be affected in the municipality and proceed to Part oval or funding from any other government Agency? NO YES 2. Does the proposed action require a permit,aper ❑ If Yes,list agency(s)name and permit or approval:Southold Town Trustees,N.Y.S.D.E.C..S.C.D.H.S.,Southold Town Building Department&ZBA 0.40 acres 3, a.Total acreage of the site of the proposed action? p acres b.Total acreage to be physically disturbed? owned c.Total acreage(project site and any contiguous properties) 0.40 acres or controlled by the applicant or project sponsor? 4. Check all land uses that occur on,are adjoining or�a��rop❑oseCoc�ercial [� Residential(suburban) g, ❑Urban ® Rural(non-agriculture) ❑ ❑Forest ❑ Agriculture ❑ Aquatic ❑ other(Specify): ❑parkland ` SEAF 2019 Page 1 of i NO YES N/A J5, IV&&proposed action, � ❑ ❑ a. A permitted use under the zoning regulations? f ❑ ❑ ❑ b. Consistent with the adopted comprehensive plan? NO YES I the osed action consistent with the predominant character of the existing built or natural landscape? El My s propP 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Peconic Bay ❑ If Yes,identify: NO YES g a. Will the proposed action result in a substantial increase in traffic above present levels? r—/1 LXJ b. Are public transportation services available at or near the site of the proposed action? Q ❑ pedestrian accommodations or bicycle routes available on or near the site of the proposed 91 c• Ar e an Y p NO YES action? 9. Does the proposed action meet or exceed the state energy code requirements If the proposed action wilt exceed requirements,describe design features and technologies: ❑ NO YES 10. Will the proposed action connect to an existing public/private water supply? If No,describe method for providing potable water: ❑ NO YES 11. Will the proposed action connect to existing wastewater utilities? If No,describe method for providing wastewater treatment: ✓❑ ❑ On site sanitary system es the ro'ect site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES 12. a.Do p J r-71 ❑ which is listed on the National or State Registerof Historic and Historic Preservation to be eligible for ined by Misting on the Commissioner of the NYS Office of Parks,Recreation State Register of Historic Places? ❑ b.Is the project site,or any portion of it,located in or adjacent to an area designated at site inventory? archaeological sites on the NY State Historic Preservation Office(SHPO) g go propos action,contain NO YES portion of the site of the proposed action,or lands adjoining the p p ❑ 13. a. Does any p regulated b a federal,state or local agency? wetlands or other waterbodies regal Y ® ❑ 21 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? waterbody and extent of alterations in square feet or acres: If Yes,identify the wetland or Page 2 of I 14. filen ify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ®Shoreline C]Forest ❑Agricultural/grasslands Early mid successional ®Wetland 0 Urban ❑Suburban ecies ofanimal,or associated habitats,list11 ed by the State or, NO YES s 15. Does the site of the proposed action contain any p -❑— ❑ Federal government as threatened or endangered? NO YES 16. Is the project site located in the 100-year flood plan? ❑ ❑�- 4 NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? ❑ 21 If Yes, 0 ❑ a. Will storm water discharges flow to adjacent properties? b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ ❑ If Yes,briefly describe: Leaders and gutters to dry wells ed action include construction or other activities that would result in the impoundment of water NO YES 18. Does the propos ❑ ❑ or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: osed action or an adjoining property been the location of an active or closed solid waste NO YES 19. Has the site of the pro p management facility? a ❑ If Yes,describe: YES 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO completed)for hazardous waste? ❑ If Yes,describe: ACCURATE TO THE BEST OF I CERTIFY TILT THE FORMATION PROVIDED ABOVE IS TIt1UE AND My KNOWLEDGE Date: i Applicant/sponsor/name: Glenn E.,lust Title:Agent Signature: Page 3 of 3 PRINT FORM SCTM # OF SOUTHOLD PROPERTY RECORD CARD TOWN DIST SUB. LOT ZV- ILLAGE ST A, e,,* - ,, . --&W N X'ER RKS REM� ACR. n, 1301op ZV TYPE OF BLD. \ck- pROP.GLASS IMP TOTAL DATE LAND ---------- HOUSE/LOT FRONTAGE ON WATER B LKHEAD TOTAL ��® �RO�ERTY RECORE TOWN ' OF SOUTH DIST. LOT _>,)• E STREET " OWNER' -� R. FORMER'OWN'ERu` '� DING ., G = d� }, :r� -�~^ ^ � `Af TYPE OF BU ,r Y*-C c . � Si4�- * Mkt. Value COMM. CB. h11SC. VL. FARM RES. =i �f V� SEAS. � DATE REMARKS � �' ��s„�� % �c� TOTAL ,a �a/ - ND. IMP. }' ,. �r � >!.� .,��g'�..d�.�'5o`�V'b � , 1 ' rt, Llc;��ft�E `�° t'"f�!o E �' B . ... .•ys e 1 ,(; + � -;; ...�..�•4 y 1� '''F v P-,jr `1-0j , U'_”Ca..'.. ---- - f p ­, . BUILDING CONDITION AGE' NEIN NORMAL BELOW Value Per Value FARM` Acre Acre Tillable 1 = Tillable• '2 -f illgble' - = i oodnd' O a WRONTAGEN WATER � T� Swampland FRONTAGE ON ROAD " �— ;�•_ Brus DEPTH House Plot BULKHEAD DOCK Total Fill PAM I N! r ` •4.- _ �,. ,tr_r,..��► s 1'_�..- .'�`"�' ��of �J_' .�«: / .. UIL DING . IT ERM PERMIT owAW Ik. f , � 1i �f A/ •�I l �.•`��i+ �,^�•- .moi.�1I•��n. �� ) � :,.,;:�• \�,- �' t-` � � �. \� !t� ��. Y• ��:-'U AxQw� ll '� ' � 1.. Art,lY. ri ; KM - ' � t\ ` •ter et�. _ -.- /)/-�'- -. offVaLlolas BUILDING P MIT ER f —J • •1>r `.. 1 4 :y..'l�r jfN w' `�i �� .•tom � +.'«�' ••'�'�� �!- . <77- ' tet; �[ 1- "'x�y�a r \ � + `... O�11'SSV !M. ^ _• :,114n In i' •r _ ol R r J � 3" �'��,f �_� z ', `/ `is • � ' ,x���•T•+l r .,•�� -�S�w�i V .. �� �• '!�7•L �' I s•''j, 4 `• /`,j�lt�w,.'r"� �, A' �. .� fi.:e'.1 -i•��5,�� �\'.'1 � � ,,.,�% � `S.. r. � 7_ � ✓rte ,i �`; -`6.- .�,t,•, 1��Ys;: ��.� 1i'w .�� '�,. pi, ,• - c mac?` �„• i •. ,�� °! ��'b•- Jtw4 n '�••'L 'l�i►'- iii ` . ',` rte. ��:� �. '- i! t> -• � . ,f R i .�� +. ! ( � ( , ice'... ,�• w h-I 2 f t Ir t •- f �•••''tial, •�.•. L _ � ! .. ,�I ��`'� !' 'r �'•t 'fin �rw-. , ��i.• ,, .�,.,�.' ••{'' � �'i� \.....� - } .,e.�'t a_ iii. 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IL ti^1. y��•�. f�`2� � �"''�''- �' �` � ,•� _'.y++,. yt'�'�[ � - .. •..-`'1�'..aa. -�•.. � � �i``�' .?, t •_.1_y3.� 1 .�• •' ..tom �` Vxf It ��clY'A• Y!'d ✓ .__'.1 ,Q `' J,A.%Z ` 1r„ti' '� 1 !4.. — �rFT , �Y +.I .4 �,'•'�� ,�\,.� 'V \ •4. �.`�\t � .. ` Y 'j7t `, y l� '. •, ��.t� r. { 1 � \� �f• t ��',r ,*�! \ •' ,7 .•�\+�•'�''�`; �•,�`-� � 9tI -.•�. .'', r i1•'i;. �'V •.^ J.��^ �M. , � � ..i � W J= �1 �. ` F*vim IL �}�• t +,•� I. �' i7:' alf+'t�. i !', p • .cam! _ ,�xZ _ .� �^' '� � 74, r ash x P •�,`'� .� .`yam� •� y��w�3 �� -L� '� `�^ -�1 -:� _ a. .'�. / _ •`.'��. -•• Ste_}- �•'' -•'��-t- �,-+_ • �.. 1_ �4� .��" f' •'i-1 t ".. �` i:i. ; Vii.= a.�'. �� _ •�' i/�• `` .♦.- ��-�` � - t "-h L i - '' �j ♦...` �-'� y y _•�1.�� �•� _ t `� '� ` � -tom" `, \ - �e- � � - • ` y •. �. 1�. -�._i •may_ '�'� �} �.�. = �'s � -_ '= �._� �f � . � •��� '?��• - ��.:-� ��?-`-�..�-'�+�__ 'f �'�, - 'fit 21 `'^.; �1�� '?� �`.L .7 1- 'j \ i`•'L1v��•� �3•moi:. � ST. � - fit' � � `�r ! �� l� CANON - #0415 r.uu irwc 12103!2439 02:46 6315471472 law��e3��4��a7a 415SepII4r2a2a 2!49,52 PM B ard.of 7on'u e ! ticAU a#tuia (Wbm dto Applicant 1s not llle owner) n4W oLaf, . nt�rnpeccy owaor's demo) '$ do hereby authorise to D, 64V.5 to apply for vaiione(s)on my brbalf from Ibc Southold Zonimg Board of App&4s•' . i town s ) (print 0 I Nae) CANON *V41J 1 . .._ 12/03/2039 02:46 6315471072 haw offoo5315471072 sWI412020 2,49:52 PM APpLiCANVOWNUR TIUJISACT10141114]DISCLOSM F ORNI t a tit rt of to f(tee g ado r is fll is t ass e Mitts of' it id 1 til ca a rt t f6irm is to r" a low neca,SarV o t,vatd same XOVR NAME a (�ASt Hamer ttixt Hama mtdillc nit ,vatm� u rrC apgtyl�l to(�1C name of domepee also a�al ier ea {y,is ss �P211Y.it q,iarlleatt the other pemores or co WRY l Me.) TYPE OF A'PpLYCATf()4-,(Cheek all that Apply) D@lding Permit TR%grievance TruoteoPermlt — Varinneo Coastal Eroslou Change of Zone Mooring Approval of Plat:, rIanning - other(sctivit}) �c you pa�aottatly(or through your compSay,spoa841 atbling,parank er Child) have a relationship With any afticer or employee of tbo xaim at goutriold?aRolatioushtp"turludes by blood,worriago,or bnainess inter to x�uslat�s of the interest"means is busineste o,lueludiug A parnership,in which tits town oftlt er or cmployea s m than$a partici ownership of(or employment by)9 corporation In avltich tila town oiltcer or employee awmarree t4/0 shares. YZ$ NO If No,slgn and dote below.Tf 'YW'40mplotc the balance of thin torte and date sad$1p where tadicatsd Nsme of person employed by the TOwn 01 301 Tttlo or podttou of that Person Desaribo tate relaticuMp between yourself(the app descr�ib0 la h space p ovldad.to�v�n a€fiter ar employee, ' Uher aheck tho appropricta line A)thrO'Ull A) 'Clio to"QfllcAr or empicycs or his or her apousct atbltng,parent,or child le(check 211 tl'Rt opp1Y?_ tutor that 60A of the sharia oilho torporete stock of the apFiletnt(whoa tha sP01lennt Is a A)tho owacr of Er .. oerporation) tho logal 4Y borieticisl owoor of any interest in A Ilan-anrpa to entity(wlr�rho appltaant is not a corporatiaa) Q An otiktr,dtreetor,partner,or employee t rtho upplieont;or ,D)the actual what DEWCRIP'f10H OF RULA'TION81W j fiubmttted this /.?day Of 20 Signature print Name 51 - ' / -1 SEE SEC NO 115 LINE / - Y\' NOTCH LINE _______ /SEE SEC NO 115 —— N W2.882 �< 4 FOR PCC NO SEE SEC NO '\ 115-17018 14 3 '�m LE s DR tJ {' 28 ,ss rx 13 s 42 6A(c) m ° X t OA(c) 14A(c) 11 tn1 6 ,e ,m14 1°•un 1 'a o 2 6A ' a t'e, P qv 9 q ,s Jib � �`h• r �_ fb,a x g () , ,\ " 11k 13 s 15 6 61fie` N1 mi ) 7s TOWN OF SOUTHOLD � R 'b jp016 a NNefa,1%1,Frsrs1arml �- '/ CREEK a ns ,R,w 19 �6�a ,.s a �9 0• c�„'� I,� 0 22� ,� ."�_ � �:.\ �< 1��c� p `� 3 ZD 17 2 u 29 21 3A c\T $ 31 32 mb n 1 3 10P- 2� pP�°` $y r ,m >i�7L2 30 S y6ao P E ,ea a,1 ``1 10 114P f, 8� 16 16 19 Im^ y0 1 m,m 241 70 e' L� rn�, l'a`vift� Al a•1 s /y/yae cl /�`� 1yP�ol 31P1t:11 L„1 $ 1 1 m 1 n1 �in1i- 1 _ r, '1 � i �rA LV N 299 082 i— TONJN OF SOUTHOLD SECTION NO LJ, �✓ T- i(Q 123 VILLAGE OF 123 1a 3-fie- � � DISTRICT NO 1000 PROPERTY MAP r CONVERSION PATE Fcb 10 2011 V " D ENCS �► UO PUBLIC TyAT wvN-L +8A• a' � E F w MACHINE ACC W=+�29W_'8 �"STON --� f s ol'i qoo x I SOIL STORAGE +8.65' PRO URVEY OF PROPE'RTFU 0 FABRICY +8 +8.67'AREA POSED 3x3 AREA p . m L WAS BOX +8.63" ' SITUATE - 78.00 5'MM +8,48' PROP A �D��RIC T MATTITUCK I� cb ° f , 4 �1 D �P• P TOWN OF SOUTHOLD o2 cy; LP. TOWN SUFFOLK COUNTY, N.Y. 5.0' 'T + ,75 LP. co SURVEYED: FEBRUARY 21, 2018 UMR OF FlLL - (+ .00 (117 �% KILL ADD. INFO: APRIL 23, 2018 TEST HOLE' 10.0' 1 __ 1o'MI . OPy 614 ' ONLY 4 Zd21 HYDRO. SURVEY: SEPT. 24, 2018 +7.22 104.1 BE uu FRONT YARD* JAN 0 REVISED: OCT. 17, 2018 G<+RACE as.o +11.00 ,uMrr of Flu REVISED: SEPT. 17, 2019 Y NOT TO SCALE 5� �nw G•Fl_-1z.5 PROPO Noor n.W REVISED: DEC. 30, 2020 3 COMP. MCDONALD CEOSCIENCED 5 (�� � .� n � F BEDROOM FRAME NCE NC�GENERATOR SLgB a 2/15/18 Ty �� I LFL�s4.5 .0 w a �3 ! O' GRADE _ ELEV. 8.50' NON- a BROWN LOAM OL ti16 � V� - +4.65' F RT1 ER o O `' 46.0 DEP ENT N BROWN SILTY SAND SM CERTIFIED T0: ry V 16,0 • +4.98' `►}IRU FLOW G PALE BROWN FINE O -44 Q, GRAVE DECKING' +610 c 5' TO MEDIUM SAND SP SAMUEL J. DIMEGLIO JR. 12x46 In JODI JACOBS C W OPEN GRATE DECK ABSTRACTS INCORPORATED TITLE # 17-38-0150-11010 4 �\ ~�� LIMR OF OISTIIR E oPosED 4 o CHICAGO TITLE INSURANCE COMPANY ~ PR 35W WOOD 10' PEOPLES UNITED BANK N.A. �'q W r$ TANK ZONE X °"" '° WATER IN PALE Q ' +1.6 $ NOTES: BROWN FINE TO w N Q STAKED HAY BALES " +4.25' -INsrAu Y H1cH 1. PROPERTY KNOWN AS TAX MAP# 1000-123-04-006 2 MEDIUM SAND SP q Q SILT FENCE CAMBRIDGE STONE 15' ° Q 4 sO'WIDE NON-DI R AREA WALL 99LF AT 50' 2. LOT AREA =17,813 SQ.FT. (0.408 ACRE(S)) -4J \ o +4.8 ' BUFFER LINE 3. THIS SURVEY WAS PREPARED USING A TRIMBLE J Lfi (LOCATPATION OF 4' 4. PROPERTY CORNER MONS3 ROBOTIC TOTAL UMENTS WERE NOT SET AS ° -•. Q W Mi WIDE H TO BErl DETERMINED IN PART OF THIS SURVEY. p Q ' 5. ELEVATIONS REFER TO NAVD 1988 DATUM. Ll 20 + 81c� 6. EXISTING ELEVATIONS +10.00 PROPOSED ELEVATIONS (+10.00) > WATER ENCOUNTERED 4.6' BELOW SURFACE +3.09' � Cl FLOOD MAP DATA: =+ ZONE A ( L.h ) E ; II ( h MAP #: 36103C0482H 50'WIDE NON-015NRBAN E UPPER "-' MAP DATE: SEPT. 25, 2009 FLOOD ZONE: AE (EL.6) & X ' O W RAG IS >W FLAG A4 _& - 11s FAG #7 STANDARD NOT •FLAG RAG 15 i \`�j W 1. COPYRIGHT 2018 MICHAEL K, WICKS LANDSURVEYING �./ I` 7. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A MTIDAL W D IA��`� O LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, `I _..7 ply_ SAGGED 9Y F. e . CH CK HAM TO 018M WEBER ASSOC q 44 SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW p '�ti V' 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL N Cly '�3 ozGH 1yA) }2,4j vO k 2 ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL > n` 'F1'S2 q WORK AND OPINION. W N69*32'S2"w Nss� 21 2016 UNE ~ 4 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP \BU(IOT� 32 s� �9a WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF Y FLAG 12 gr, Ae.'r" 1.8 (� PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC. THE CERTIFICATION IS ~ LIMMAP IS PREPARED, ITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY ~ +4021 AAg 1 Q �i TO THE TITLE COMPANY, TO THE GOVERNMENTAL AGENCY, AND TO THE Q O !,` AO .y" LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP, 2 HOUSE C +1.41 .S O 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. 829026"01" O Oti 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE 0O, NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED, IF ANY UNDERGROUND F.F. EL - 12.5' 12.14 DEEDED PROPERTY LINE MPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN, THE y FINISHED GRADE EL 10.70 11174*36r2 �,- IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY, JO 19,36 7. THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO = 4"PER Ir Mme• V MIN. +1 16THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ' EIr w Itt ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, w CONCRETE 0.44 1 tS POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS, AND ANY OTHER FOUNDATION INV. EL 1.000 GAL 1NV TYPE OF CONSTRUCTION. O X9'8 SEPTIC TANK �9.4fL INV. EL LEACHING GALLEY g m +0.23_ COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED CN N X 7. ( 1 of 6 ) _ OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY. N EL 7.2' 0.22 y 10.44 -0.26 -0.28 +1.72 HIGHEST EXPECTED GROUND WATER EL-4 -0.25 -021 +4.00 N.2' MC`w GROUND WATER EL�3.9' -0.83 -0.79 -0.75 -0.80 -0.f4 -0.22 � 0,00r �. +0.33 ���� �•?T 1«," ��� % fW i• -1.34 -1.40 -1.45 3 _1.43 -0.91 ~ �.y' b!'`.' �t�y(a e 0 -1.33 -0.25 \� CM h rx! a f l� • -2.23 -2.23 -2.21 -2.35 �� • � -2.47 -2.49 -2.48 -2.47 -2.19 -0.77 \ +2.12 R� i N -2.18 -3.10 -2.51 -2.43 -3.09 -3.14 -2.51 -2.43 _2.151.27 -0.27� +0.56 �� Y LOT COVERAGE INFO: -3.50 _241 -3.47 -3.18 9, d LOT AREA =17,813 SQ.FT. \ r _ -3.85 -3.95 -3.53 5x15 RAMP-2.51 -0.73 _� c .. :L(a U UPLAND AREA (INCLUDING BUFFER) =14,308 SQ.FT. -4.15 -3.53 3.21 -2'53 MICHA Itv'if' P.L.S. #50390 UPLAND AREA (EXCLUDING BUFFER) =8,844 SQ.FT. -4.15 -4.28 1.55 -0.26 N BUFFER AREA =5,464 SQ.FT. DEEP HOLE Cas 6 TI _3.08 -2.27 \ ' Y WETLANDS AREA =3,500 SQ.FT. ,[1 -0.25 MICHA��EL K W rcKs �; -3.51 -3.11 -2'56 -1.52 \+0.55 _465 -4.77 -4.55 -4.25 -4.35 \ Y OF UPLAND COVERAGE PROP. RESIDENCE =1,920 SQ.FT. (13.40 ADDITIONAL INFO' -5.20 'S -4.80 4.80 -3.44-5.80 -4.55 -2.52 -0.80 `_o33 LAND SURVEYING PROP. DECK =552 SQ.FT. (3.8%) 220 C.Y. OF FILL NEEDED FOR FRONT YARD -6'10 -7.25 _7� -5.35 -t.ss 200 BELLE VIEW AVENUE, E PROP. PORCH =182 SQ.FT. (1.2%) -5.43 _Y 14 CENTER MORICHES, NEW YORK 11934 TOTAL ZONA SQ.FT. (18.50 6x20 FLOAnNc Docl�'90 '085 VOICE: 631.874.0156 - FAX: 631.909.3845 " ADDITIONAL INFO' -6.85 -2.45 urww.wickslandsurveying.com PROPERTY OWNER SAM 2280 .54 RECORDS OF RICHARD CDRAKE 10 -5.75 -1 `'s . a ADDRESS OF PROJECT: 2280 DEEP HOLE DRIVE MATTITUCK, NY a o -s.eo -213 SCALE: SURVEYED BY: DRAWN BY: SHEET: M 1"=30' B.W./S.S. J.W.W. 1 OF 1 -2.47 U GENERAL NOTES: ELECTRICAL NOTES: 0 (G) 1. THE ARCHITECT / ENGINEER OF RECORD AND CONSULTANTS HAS NOT BEEN RETAINED FOR THE 1. ELECTRICAL CONTRACTOR TO COORDINATE W/ OWNER & OTHER TRADES. (C) 34. IF PROPERTY IS IN WIND-BORN DEBRIS REGION ALL GLAZED OPENINGS SHALLSUPERVISION OF THIS PROJECT. �E� E2. ALL ELECTRICAL WORK IS TO COMPLY WITH NEW YORK STATE, NATIONAL ELECTRICAL CODES, HAVE IMPACT RESISTANT GLASS AS PER (SECTION R301. 2. 1. 2), (G) 2. IT IS THE RESPONSIBILITY Of' THE CONTRACTOR TO FILE FOR AND OBTAIN ALL AND NATIONAL FIRE PROTEC11ON ASSOCIATION. CONVENTIONAL OUTLETS TO BE 18" ABOVE FIN. PROVIDE WOOD STRUCTURAL PANELS OVER ALR)(LAZED OPENINGS AS PER REQUIRED APPROVALS AND PERMITS FROM ANY AND ALL GOVERNING AGENCIES HAVING FLOOR UNLESS OTHERWISE NOTED. SECTION R301. 2. 1. 2), (EXCEPTION) OF THE RESIDENTIAL CODE OF NEW YORK STATE. JURISDICTION OVER THIS PROJECT. (E) 3. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER OUTLETS AS PER CODE. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH ANDA _ E DR � VE (G) 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL (E) 4. ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS AND WIRING SHALL BE U.L. CERTIFIED MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT SO THAT THEY SHALL BE 2280 D CODE AND ALL OTHER APPLICABLE CODES, LAWS, RULES AND REGULATIONS IN THE CONSTRUCTION AND INSTALLED IN COMPLIANCE WITH ALL APPLICABLE ELECTRICAL CODES. ATTACHED TO THE FRAMING SURROUNDING THE OPENING CONTAINING THE PRODUCT OF THIS PROJECT. (E) 5. THE CONTRACTOR SHALL RELOCATE ALL EXISTING ELECTRIC, TELEPHONE, ANTENNA AND WITH GLAZING OPENING. PANELS SHALL BE SECURED WITH NO. 8 SCREWS AT 12 " O.C. (G) 4. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND CABLE T.V. SERVICE WIRING AS REQUIRED. MINIMUM 1 1/4" PENETRATION INTO THE WALL FRAMING AT OPPOSING ENDS. NY ZEXISTING CONDITIONS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES IN THE (E) 6. ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS (C) 35. ALL NEW WINDOWS SHALL HAVE A MINIMUM (DP) DESIGN PRESSURE RATING OF 30. z CODE PER MANUFACTURES SPECIFICATIONS AND MATTITUCK y EXISTING CONDITIONS FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS TO THE ARCHITECT OF CHAPTERS 34-43 2015 INTERNATIONAL RESIDENTIAL (C) 36. PROVIDE JAMB CLIPS AS Q /ENGINEER OF RECORD SO 'THAT CORECIIVE STEPS CAN BE TAKEN. (E) 7. INSTALL NEW EXHAUST FAN AT LOCATIONS NOTED. MINIMUM 50 CFM OR OTHERWISE NOTED. (SECTION R609.7) OF THE INTERNATIONAL RESIDENTIAL CODE. (G) 5. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. CONTRACTORS EQUIPPED WITH METAL WEATHER HOOD, BACK DRAFT DAMPER AND INSECT SCREEN. (C) 37. IF SOLID 2" X 4 MULLION IS NOT INDICATED ON PLANS PROVIDE STEEL MULLIONS (/� Z) ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. FANS LOCATED IN WALLS TO LIE FLAT (A MAXIMUM 2" EXPOSURE), THOSE MOUNTED IN ON ALL NEW WINDOWS (AS PER SECTION R609.8). 6. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. ROOF TO BE PROPERLY WEATHER-STRIPPED AND COUNTER FLASHED AS PER SECTION M1507. ALL STRUCTURAL STEEL TO BE A36 STEEL AND SHALL CONFORM TO A.S.T.M. SPECS. 5; U) ct �G� G7. OWNER/BUILDER RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERTIFICATES OF PLUMBING & MECHANICAL NOTES: EGRESS WINDOW NOTES: OCCUPANCY OR COMPLETION, OR U.L APPROVAL P 1. PLUMBING CONTRACTOR TO COORDINATED W/ OWNER & OTHER TRADES. W ` 8. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. ( Z�G� G9. OWNER IS RESPONSIBLE FDF; FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. P 2. BATHROOM AND KITCHEN FIXTURES TO BE AMERICAN STANDARD, KOHLER OR EQUAL R310.2 - MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL Q G 10. NO R IS RESPONSIBLE OR OR FINALS SHALL COMMENCE PRIOR TO THE ISSUANCE OF THE �P 3. ALL PLUMBING WORK SHALL COMPLY TO THE INTERNATIONAL RESIDENTIAL CODE AND ALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET � ( ) OTHER APPLICABLE CODES, LAWS. RULES, REGULATIONS AND HEALTH DEPARTMENT REQUIREMENTS. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 �2� � BUILDING PERMIT. (P) 4. PROVIDE ALL NECESSARY VENTILATION (AIR INTAKE AND EXHAUST) AS INTERNA11ONAL RESIDENTIAL CODE SQUARE FEET. W G 11. ALL LUMBER IS TO BE A MINIMUM OF DOUG FIR CONSTRUCTON Fb=1000 FOR REPETITIVE AND EQUIPMENT MANUFACTURES SPECIFICATIONS. R310.2.1 - MINIMUM OPENING HEIGHT. THE MINIMUM NET OPENING HEIGHT SHALL BE 24 IN20 CHES ��''� ) � � ( ) MEMBERS WITH E = 1.4 OR BETTER. (P) 5. HEATING AND AIR CONDITIONING REQUIREMENTS SHALL BE COORDINATED WITH THE R310.2.1 - MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE (G) 12. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFE GUARD THE EXISTING OWNER'S H.V.A.C. CONTRACTOR PRIOR TO COMMENCING ANY WORK. INCHES. RESIDENCE AND CONTENTS AGAINST DAMAGE FROM THE ELEMENTS DURING CONSTRUCTION. (P) 6. PLUMBING SYSTEMS SHALL BE !NSTALLED IN ACCORDANCE WITH THE REQUIREMENTS R310.2.2 - WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THEY SHALL (G) 13. THE CONTRACTOR SHALL REPAIR ALL EXISTING CONDITIONS DAMAGED DUE TO THE OF CHAPTERS 23-33 OF THE INTERNATIONAL RESIDENTIAL CODE. HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE THE FLOOR. EXECUTION OF THIS WORK TO ITS ORIGINAL CONDITION. (P) 7. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS < (G) 14. THE DRAWINGS ARE NOT TO BE SCALED - FOLLOW DIMENSIONS ONLY. OF CHAPTERS 12-23 OF THE INTERNATIONAL RESIDENTIAL CODE. 0 (G) 15. NO CHANGES WILL BE PERMITTED WITHOUT PRIOR WRITTEN NOTIFICATION OF AND (p) 8, FUEL GAS SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OLLOWING MANUFACTURERS AS NOTED ON PLAN. APPROVAL OF THE ARCHITECT / ENGINEER OF RECORD. OF CHAPTER 24 OF THE INTERNATIONAL RESIDENTIAL CODE. ALL WINDOWS TO BE SUPPLIED BY THE F (G) 16. CONTRACTOR SHALL PROVIDE THE OWNER WITH A CERTIFICATE OF OCCUPANCY AND AN p . THE LICENSE PLUMBER, ELECTRICIAN, AND HVAC CONTRACTOR OF RECORD SHALL DETERMINE ALTERNATE SUPPLIER UPON CLIENT'S REQUEST z ELECTRICAL CERTIFICATE FROM AN APPROVED AGENCY UPON COMPLETION OF THIS PROJECT. ( )9THE MODIFICATIONS AND/OR REPLACEMENT OF THE EXIIING SYSTEM. ANDERSEN WINDOWS,INC (G) 17. ALL WALLS DESIGNATED TO BE REMOVED ARE ASSUMED TO BE BEARING WALLS AND THE (P)10. NO PLUMBING TO BE IfJ EXTERIOR WALLS. 100 FOURTH AVENUE NORTH SURROUNDING AREAS MUST BE SHORED AND BRACED PRIOR TO ANY REMOVAL COMPONENTS / CLADDING / FINISH NOTES: BAYPORT, MN 55003-1096 (G) 18. ALL DESIGNS/DRAWINGS ARE PENDING APPROVAL OF ALL CONCERNED GOVERNMENTAL AUTHORITIES. NO WORK TO BEGIN UNTIL ALL REQUIRED APPROVALS HAVE BEEN OBTAINED. (C) 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE AS MANUFACTURED BY ANDERSEN OR EQUAL, CONFORMS TO AAMA/NWWDA 101/I.S. 2-97 ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBLITY FOR DELAYS IN APPROVALS BY THE ALL GLAZING WITH WITHIN 18qLFROM GLASS Sf(FLOORNTOABEDSAOFETY GLASS AND TYPES AS SHOWN ON PLANS. ALL WINDOWS ON PLAN TO HAVE A R.O. OF W-10 1/2" TO BOTTOM OF HEADER UNLESS ABOVE MENTIONED AUTHORITIES. (C) 2. ALL EXTERIOR DOORS TO BE INSULATED METAL AS MANUFACTURED BY BENCHMARK, STANLEY OF EQUAL OTHERWISE NOTED. (G) 19. CONTRACTOR SHALL DISCONNECT , CAP AND RE-ROUTE ANY EXISTING WATER, SANITARY OR UNLESS OTHERWISE NOTED. SIZES AND TYPES AS PER PLANS. UTILITY LINES IN AREA OF (JEW FOUNDATION (CONSTRUCTION) AND SHALL USE HAND (C) 3. ALL EXTERIOR WALLS AND ROOF SHALL BE INSULATED WITH FIBERGLASS BATT TYPE INSULATION WITH SMOKE/ CARBON MONOXIDE DETECTOR NOTES: EXCAVATION IN AREAS OF SUSPECTED UNDERGROUND UTTLITIES AND SERVICES. IF ANY LINES INTEGRAL VAPOR BARRIER ON WARM SIDE .CARE SHOULD BE TAKEN NOT TO PUNCTURE VAPOR BARRIER SHALL BE INSTALLED AS PER THE 2015 INTERNATION RESIDENTIAL CODE - SECTION R314. ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL REPAIR AND REPLACE SAME AT HIS OWN C 4. R-VALUES ARE SHOWN ON DRAWINGS. ALL SMOKE DETECTORS TO BE LINE VOLTAGE WITH BATTERY BACK-UP AND WIRED EXPENSE AND ARRANGE FOR PROPER INSPECTION OF HIS WORK. �C� 5. ALL SOFFITS AND FASCIA TO BE FRAMED WITH EXTERIOR GRADE WOOD, COVER WITH ALUMINUM OR VINYL IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL EACH FLOOR (G) 20. ENGINEER AND CONSULTANTS SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT (PROVIDE VENTILATION CONTINUOUS VENTILATION AT CATHEDRAL CEILINGS). LEVEL TO NAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR (C)6. CONSTRUCTION AS NOTED COMPLIES WITH ENERGY CONSERVATION AND CONSTRUCTION CODE of NEW SMOKE DETECTOR. ALL HALLWAYS ADJACENT TO BEDROOMS MUST HAVE A SMOKE DETECTOR. PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, YORK STATE CONSTRUCTION OF THIS PROJECT. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOACTED AT EACH LEVEL OF SINCE THESE ARE SOLELY 'ME CONTRACTOR'S RESPONSIBILITY. THE ENGINEER AND (C) 7. ALL INTERIOR DOORS ARE TO CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE. THE DWELLING, INCLUDING A BASEMENT or CELLAR. CONSULTANTS SHALL NOT 13E RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULE OR FAILURE TO (C) 8. WINDOWS AND DOORS SHALL 11 PROPERLY FLASHED AT HEADS AND PROPERLY SEALED AND CARRY OUT WORK IN ACCCRDANCE WITH THE CONTRACT DOCUMENTS. THE ARCHITECT SHALL WEATHER-STRIPPED. NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR, (C) 9. ALL GLAZING WITHIN 36" FROM THE TOP OF STAIRS AND LESS THAN 60' FROM WALKING SURFACE ALL LUMBER TO BE A MINIMUM OF DOUG FIR CONSTRUCTION NUMBER 2 OR SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING TO HAVE SAFETY GLAZING, AS PER SECI1ON R308.4. BETTER. MINIMUM Fb 1000P.S.1. PORTIONS OF THE WORK. (C) 10. ALL GLAZING IN DOORS AND EN(,`LOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND TO PREVENT GALVANIC CORROSION ALUMINUM AND COPPER SHALL NSIT BE IN DIRECT G 21. THE ENGINEER AND CONSULTANTS ASSUMES NO RESPONSIBILITY FOR PRE-EXISTING VIOLATIONS, SHOWERS TO BE SAFETY GLAZING, AS PER SECTION R308.4. CONTACT WITH EACH OTHER, THIS INCLUDES COPPER PRESSURE TREATED WOOD (ACQ). W ( ) (C) 11. ALL GLAZING (WINDOWS) WITMN BATHROOM FIXTURE ENCLOSURES TO HAVE SAFETY GLAZING, and OTHER COPPER WOOD TREATMENTS. WHERE USED (IE: PLATES and SILLS IN CODE ZONING DEFICIENCIES AND/OR NON-CONFORMING USAGE'S. AS PER SECTION R308.4. CONTACT WITH GRADE) ALL FASTENERS MU STAINLESS STEEL INCLUDING NAILS. U (G) 22. THE PROPOSED ADDITION SHALL NOT CAUSE THE EXISTING MECHANICAL SYSTEM (HEATING AND �Cc� 12. ALL CLOSET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED. PROOF OF PRODUCT MUST BE SUBMITTED TO INSPECTOR AT JOB SITE.0 BECOME UNSAFE, INSANITARY OR OVER LOADED. N ALL CLOSETS. WPLUMBING�AND ELECTRICAL T 13. PROVIDE 1 Ile WOOD CLOTHES ROD I (G) 23. THE CON ACTOR SHALL PROVIDE ALL REQUIRED INSURANCE AND INSURANCE CERI1FlCAlES. C 14. PROVIDE GUTTERS & LEADERS, GUTTERS TO BE SEAMLESS TYPE, LEAD RAINWATER AWAY FROM FOUNDATION. CRETE & STEEL NOTES: 15. EXTERIOR STEPS AND LANDING, IF 18" OR MORE ABOVE GRADE TO HAVE HANDRAIL.CONVERIFY ALL EXISTING3 COATS READY FOR PAINT. 1 2 INCH SHEETROCK FOR CONTRACTOR TO W Wo = (S) 1. ALL CONCRETE TO BE 3000 PSI. 28 DAY TEST and MUST HAVE 5 to 7% AIR-ENTRAINMENT O. PER (R �C� C16. ALL GYPSUM SHALL BE TAPED AND SPACKLED ( ) / / FOOTINGS AND FOUNDATIONS PRIOR TO _ CL 402. 2). PROVIDE 5/8' DIAMETER x 12" LONG (7" PENETRATION INTO CONCRETE) with 3" SQ. ALL WALLS & CEILING'S. 5/8 lY'r E X FOR ALL GARAGE AND MECHANICAL ROOMS. 1 2 INCH M GREENBOARD O W ~ WASHER/PLATES ANCHOR BOLTS SPACED A MAXIMUM OF 32 INCHES O.C. ANCHOR BOLTS SHALL ALSO FOR ALL BATHROOMS. THE START OF CONSTRUCTION. BRING ANY W OM THE ENDS OF EACH PLATE SECTION. EXCEPTION: FOUNDATION 17. ALL FINISHES SHALL BE AS DIRECTED BY OWNER. DISCREPANCIES TO THE ATTENTION OF THE BE LOCATED WITHIN 12 INCHES FR (C) J VALENT ANCHORAGE TO 1 2" DIAMETER BOTTOM EDGES PROPERLY SEALED WITH ALL GYPSUM BOARD V LL! 0 ANCHOR STRAPS, SPACED AS REQUIRED TO PROVIDE EQUIVALENT (C) 18. RATED PARTITIONS TO HAVE TOP AND E3 DESIGN PROFESSIONAL _ ANCHOR BOLTS AS PER (R 403. 1. 6) PORCHES, CARPORT SLABS, STEPS EXPOSED TO THE WEATHER PANEL JOINTS PROPERLY TAPED AND SPACKLED, (3) COATS. � AND GARAGE FLOOR SLAEIS TO BE 350OPSI AS PER(R 402. 2). FOOTINGS TO BEAR ON VIRGIN SOIL (C) 19. ANY DOOR AND FRAME LOCATED WITHIN A FIRE RATED PART111ON TO BE SELF-CLOSING AND FIRE RATED HEATING, A/C, AND PLUMBING N S 2. BOTTOM OF EXTERIOR FOOTINGS AND OR GRADE BEAMS TO BE 3'-0" MINIMUM BELOW GRADE. AT 45 MINUTES MINIMUM. FIRE RATING TO BE CLEARLY INDICATED BY APPROVED TESTING ORGANIZAITON CONTRACTOR TO FUROUT OR BOX OUT/ S 3. SOIL COMPACTION TO BE NO LESS THAN 95% MODIFIED PROCTOR TEST. ON THE DOOR EDGE AS PER SECTION R302. WALLS AS NECESSARY TO RUN PIPES OR S 4. STEP FOOITNGS DOWN AS REQUIRED TO VIRGIN SOIL ( ) DUCTS. IF NEEDED DRILL AND NOTCH C 20. EXISTING PARTITIONS WITHIN FIRE RATED ENCLOSURES TO RECEIVE ONE LAYER OF 5/8' THICK TYPE "X" S 5. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE BOTTOM FIRECODE GYPSUM WALLBOARD PROPERLY FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, OF FOOTING ELEVATIONS CHANGE. AND SPACKLED AS PER SECTION R302. STUDS AND PLATES AS PER SECTION S 6. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. C 21. RATED CEILINGS TO HAVE ONE LAYER OF 5/8" THICK TYPE"X" FlRECODE GYPSUM WALLBOARD PROPERLY 8602. 6 TO R602. 6. 1 OF THE 2015 S 7. FORMS TO REMAIN IN PLACE 3 DAYS MINIMUM. ( ) INTERNATIONAL RESIDENTIAL CODE. S 8. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRICAL, PLUMBING, FASTENED WITH ALL JOINTS PROPERLY SEALED, TAPED, AND SPACKLED AS PER SECTION R302. MECHANICAL, ETC.. COORDINATE WITH OTHER CONTRACTORS, AGENCIES, ETC. AS REQUIRED. (C) 22. ALL CLOSET INTERIORS BY 011,:R. CONTRACTOR TO PROVISED ADEQUATE BLOCKING FOR OWNER (S) 9. BACKFILL SHALL BE PLACED IN 12" LIFTS AND COMPACTED TO 95%MODIFIED PROCTOR DENSITY. INSTALLED CLOSET INTERIOR. (S) 10. SLABS ON GRADE SHALL BE MINIMUM 4" THICK 3000 PSI CONCRETE (INTERIOR) 3500 PSI CONCRETE (C) 23. PROVIDE 1/2" GYPSUM ;".'AL i Si ARD AT ALL WALLS, TAPED AND SPACKLED, (3) COATS READY FOR PAINT Table R401 .4.1 (EXTERIOR & GARAGE FLOORS) WITH 6"X6", 10/10 WELDED WIRE MESH. PROVIDE 6 MIL VAPOR BARRIER. UNLESS OTHERWISE NOTED. IN,-.TALL 'WONDERBOARD" BEHIND AND AROUND TUBS, TOILETS, VANITIES, (S) 11. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. AND WASHER/DRYER AREA. T A 8 L E R 401.4.1 (S) 12. PITCH GRADE AWAY FROM BUILDING, STORM WATER IS NOT PERMITTED TO FLOW ONTO (C) 24. INSTALL OWNER SUPPLIED CERAMIC 11LE AT NEW BATHROOM FLOORS, 48" AT WALLS AND FULL HEIGHT LOAD-BEARING ABUTTING PROPERIIES. AROUND TUBS. 11LE AT FLOOR TO BE THIN SET ON 3/4" EXTERIOR PLYWOOD (B/C) SUBSTRATE OVER PRESSURE (S) 13. CONCRETE FOUNDATION WALLS TO BE POURED MONOLITHIC. NO HORIZONTAL JOINTS SHALL BE PLACED SUB-FLOOR. PROVIDE MARBLE SADDLE AT DOOR. CLASS OF MATERIAL (pounds per sq. ft.) IN WALLS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OR ARCHITECT OF RECORD. (C 25. NEW INTERIOR WALL TO BE 1/_'° GYPSUM WALLBOARD ON 2 x 4 FRAMING, 16" O.C. f (S) 14. PROVIDE ACCESS & CROSS VENTS IN ALL ATTICS & CRAWL. SPACES. VENTS TO BE A MINIMUM 1 SQ. FT. (C�26. INSTALL NEW CONCEALED PULL DOWN LADDERS AT ATTIC. EXACT LOCATION TO BE DETERMINED BY OWNER CRYSTALLINE BEDROCK 12,000 ON UNDER FLOOR AREA AS PER SECTION R408. (C) 27. ROOFING UNDERLAYMENT TO BE INSTALLED AS PER R905. 1. 1 UNDERLAYMENT APPLICATION. SEDIMENTARY and FOUATED ROCK 4,000 (S) 15. ALL WOOD SILLS IN CONTACT WITH SOIL, MASONRY, OR CONCRETE TO BE PRESSURE TREATED, FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (17-PERCENT SLOPE), SANDY GRAVEL.and/or GRAVEL GW and GPT 3,000 AS PER SECTION R317 AND R318. UP TO FOUR UNITS VERTICAL IN 12 UNIT SHORIZONTAL (33-PERCENT SLOPE), UNDERLAYMENT SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL and CLAYEY GRAVEL 2000 APPLICANT (S) 16.PROVIDE COPPER TERMITE SHIELD AND SILL SEALER. PROVIDE PROTECTION OF WOOD and WOOD BASED SHALL BE TWO LAYERS APPLIED IN THE FOLLOWING MANNER. APPLY A MINIMUM 19-INCH (SW, SP, SM, SC, GM, and GC) PRODUCTS FROM DECAY ON ENDS OF GIRDERS ENTERING MASONRY or CONCRETE ON BOTTOM and 1/2" on SIDES and END AS PER R317. WIDE (483 MM) STRIP OF UNGERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES, CLAY, SANDY CLAY, SILTY CLAY, CLAYEY 1,500 (S) 17. THE EXTERIOR SURFACE' OF ALL FOUNDATION WALLS BELOW GRADE (EXCEPT SLAB AREAS) SHALL BE FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE, APPLY 36-INCH-WIDE SILT, and SANDY SILT DAMP-PROOFED WITH AN ELASIIC COAL TAR BASE,SELF PRIMING BITUMINOUS PLASTIC CEMENT. (914 MM) SHEETS OF UNDERLAYMENT OVERLAPPING SUCCESSIVE SHEETS 19 INCHES 4483 MM) (CL, ML MH, and CH) PROVIDE PERIMETER RIGID INSULATION TO CODE AT ALL FOUNDATION WALLS. AND FASTENED SUFFICIENTLY TO HOLD IN PLACE. DISTORTIONS IN THE UNDERLAYMEN SHALL �S� 18. BEARING PLATES SHALL BE PROVIDED FOR STEEL RESTING ON MASONRY. " NOT INTERFEREWITH THE ABILITY OF THE SHINGLES SEAL. FOR ROOF SLOPES OF FOUR UNITS Table R403.1 S 19. MINIMUM STEEL PROTECTION 3/4 FOR SLABS, 1 FOR INTERIOR FACE WALLS, 1-1/2 FOR BEAMS AND VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE) OR GREATER, UNDERLAYMENT SHALL GIRDERS, 2" FOR COLUMNS AND EXTERIOR FACE OF WALLS 3' FOR FOOTINGS, PIERS AND PEDESTALS. BE ONE LAYER APPLIED IN THE FOLLOWING MANNER. UNDERLAYMENT SHALL BE APPLIED SHINGLE T A B L E R 403.1 (S) 20. WELD BASE PLATE TO COLUMN, PROVIDE (4) 12" LONG 374" DIA. (A307) ANCHOR BOLTS. WELD PLATE TO FASHION, PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED LOAD-BEARING VALUE OF SOIL(PSF) TOP OF COLUMN, PROVIDE (4) 3/4" DIA. (A325) BOLTS. STEEL FLITCH PLATE TO BE BOLTED WITH 5/8 DIA. C 28 ICE BARRIER. IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE BOLTS WITH WASHERS, 16' O.C. STAGGER TOP AND BOTTOM, (2) BOLTS 12' FROM EACH END. ALL NAILERS ( ) EAVES CAUSING A BACKUP OF WATER AS DESIGNEIED IN TABLER301. 2(1), AN ICE BARRIER THAT 1,500 2,000 3,000 4,000 DANIEL BURKO DESIGN LLC TO BE BOLTED WITH 1/2" DIA. GALV. THROUGH BOLTS WITH WASHERS ® 16 O.C. STAGGER TOP AND CONSISIT OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A 138 SOUTH 1ST STREET,SUITE 103 BOTTOM, PROVIDE BLOCKING AS NECESSARY. A MINIMUM SOIL BEARING SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, SHALL BE USED IN LIEU OF NORMAL CONVENTIONAL LIGHT FRAME CONSTRUCTION LINDENH)482- 85 11757 (S) 21. IF REQUIRED IT IS THE CONTRACTOR'S RESPONSIBILTY TO VERIFY I A SOL PEST, _ BURK 82-7858 CAPACITY OF 2,000 LB. / SQ. FT. AS PER ( R401.4.1 )(CHAPTER 4 OF THE 2015 IRC UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE (EAVE) OF THE ROOF SURFACES TO A 1-STORY 12 12 12 12 DANIEL8URK0@GMAIL.COM (S) 22. FOUNDATION WALLS TO TIE INTO EXISIING WALLS WITH #5 RODS AT 18 O.C. VERTICAL DRILLED DOWN AT POINT AT LEAST 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. 2-STORY 15 t2 12 12 45 DEGREES (AND GROUTED IN) INTO EXISTING FOUNDATION WALLS. RODS TO EXTEND INTO NEW AND (C) 29. ROOF AND VALLEY FLASHING TO BE INSTALLED AS PER R905. 2. 8 FLASHINGS. FLASHING 3-STORY 23 17 12 12 EXISTING WALLS 8' MINIMUM. FOR ASPHALT SHINGLES SHALL COMPLY WITH THIS SECTION. FLASHING SHALL BE APPLIED ,-INCH BRICK VENEER OVER LIGHT FRAME or 8-INCH HOLLOW CONCRETE MASORNY STRUCTURAL ENGINEER (S) 23. ALL STRUCTURAL STEEL FABRICATION AND ERECTION, INCLUDING ALL CONNECTIONS, SHALL IN ACCORDANCE WITH THIS SECTION AND THE ASPHALT SHINGLE MANUFACTURER'S t CONFORM TO LATEST A,I.S.C. SPECIFICATIONS. PRINTED INSTRUCTIONS. R905. 2. 8. 1 BASE AND CAP FLASHING. BASE AND CAP 1-STORY 12 12 12 12 (S) 24. ALL SYMMETRICAL SECTIONS DESIGNED FOR ALLOWABLE UNIT STRESS (Fb) of 24,000 P.S.I. FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION 2-STORY 2t is 12 12 II (NON-COMPACT SECTIONS DESIGN FOR 22,000 P.S.I.). ALL OTHER SECTIONS DESIGN FOR 22,000 P.S.I. INSTRUCTIONS. BASE FLASHING SHALL BE OF EITHER CORROSION-RESISTANT METAL OF 3-STORY 32 24 16 12 (S) 25. ALL FIELD CONNECTIONS SHALL BE A MINIMUM OF 5/8" DIA. BOLTS (A325). SHOP CONNECTIONS TO MINIMUM NOMINAL 0.019-INCH (0.483 MM) THICKNESS OR MINERAL-SURFACED ROLL ROOFING 8-INCH SOLID or FULLY GROUTED MASONRY BE BOLTED OR WELDED. WEIGHING A MINIMUM OF 77 POUNDS PER 100 SQUARE FEET (3.76 KG/M2). CAP FLASHING (S) 26. ALL WELDING SHALL C13NFORM TO A.I.S.C. AND A.W.S. SPECIFICATIONS. SHALL BE CORROSION-RESISTANT METAL OF MINIMUM NOMINAL 0.019-INCH (0.483 MM) 1-STORY 16 12 12 12 FRAMING NOTES: THICKNESS. R905. 2. 8. 2 VALLEYS. VALLEY LININGS SHALL BE INSTALLED IN ACCORDANCE 2-STORY 29 21 14 12 4"X 4" POSTS UNLESS OTHERWISE NOTED. WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS BEFORE APPLYING SHINGLES. 3-STORY 42 32 21 16 (F) 1. ALL HEADERS TO BE SUPPORTED BY VALLEY LININGS OF THE FOLLOWING TYPES SHALL BE PERMITTED: 2. (2) 2 x 8 HEADERS OVER OPENINGS UNLESS OTHERWISE NOTED. PACIFIco ENGINEERING,PE �F� F3. DOUBLE UP JOISTS UNDER ALL PARALLEL PARTITIONS & AROUND ALL OPENINGS, SUCH AS STAIRS A. FOR OPEN VALLEYS (VALLEY LINING EXPOSED) LINED WITH METAL, THE VALLEY THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONIAL JUDGMENT ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL 700 LAKELAND AVENUE,SUITE 28 LINING SHALL BE AT LEAST 24 INCHES WIDE AND OF ANY OF THE CORROSION AND SKYLIGHTS. DOUBLE JOIST UNDER ALL POSTS. (F) 4. ALL INTERIOR BEARING PARTITIONS TO BE SOLID (BLOCKED AT MID SPAN OF WALL MINIMUM BEARING -RESISTANT METALS IN TABLE R905. 2. 8. 2 RESIDENTIAL CODE, 2nd PRUNING AS ADOPTED BYNYS AND THE 2016 SUPPLEMENT AND AS PER (R 311.2.1.1) DESIGN CRITERIA and ARE DESIGNED IN ACCORDANCE BOHEMIA WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MARUAL FOR ONE AND TWO FAMILY DWELLINGS. 631-988-0000 FOR JOISTS TO BE 3 1/2' ON INTERIOR. B. FOR OPEN VALLEYS, VALLEY LINING OF TWO PLIES OF MINERAL SURFACE ROLL ROOFING, MAP//�� (F) 5. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. COMPLYING WITH ASTM D 3909 OR ASTM D 6380 CLASS M, SHALL BE PERMITTED. TABLE RR301.2 i FDATED I�If^9P F 6. PROVIDE SOLID BRIDGING FOR WOOD JOISTS, MAX: 8'-0" O.C. THE BOTTOM LAYER SHALL SE 18 INCHES AND THE TOP LAYER A MINIMUM OF CUMAnc Arra GEOGRAPHIC DESIGN TO DAMAGE A - ITICIA u COUNTY) �F7. ALL CAP PLATES TO BE DOUBLED, AND NAILED 14ITH 101 NAILS AT 12" O.C. 36 INCHES WIDE. MIND DESIGN SUB ECT TODAIMAGEiRgd REVIEWED �O� NEW�� F 8. ALL WOOD FRAMING TO BE MINIMUM OF 8" ABOVE GRADE. C.FOR CLOSED VALLEYS (VALLEY COVERED WITH SHINGLES), VALLEY LINING OF ONE PLY OF SMOOTH ROLL ROOFING GROUND SEISMIC rRolSr LINTER ICE 9ilElD 1�Y F 9. ALL INTERIOR WALLS TO BE FRAMED WITH 2" X 4" STUDS ® 16" Q.G. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WINO-BORNE DESIGN LRNE DESIGN UNDERLAYMENT ROOD TUR FREEZING MEAN ANNUAL COMPLYING WITH ASTM D 6380 AND AT LEAST 36 INCHES WIDE OR VALLEY LINING AS DESCRIBED IN ITEMS 1 LOAD MPH EFFECTS` REGION' DEBRIS ZONE" CATEGORY' WEATHERING` DEPTH` MWITEI TEMP. REQUIRED HAZARDEP INDEX TEMP' F10. PROVIDE SOLID BLOCKING UNDER ALL POSTS BETWEEN FLOORS TO TOP OF FOUNDATION WALL " AND 2 ABOVE SHALL BE PERMITTED. SELF ADHERING POLYMER MODIFIED BITUMEN UNDERLAYMENT COMPLYING 2s PSF 130 MPH NO NO NO B SEVERE 3 RIEET MODERATE 20 YES BUILDING DEPT. EPT 496 DECISION #` �'' F'ACI,�� IFI 11. ALL SHEATHING SHALL BE 1/2" CDX EXTERIOR (GRADE PLYWOOD, NAILED WITH 8d COMMON NAILS 0 6 O.C. WITH ASTM D 1970 SHALL BE PERMITTED IN LIEU OF THE LINING MATERIAL_ AT PANEL EDGES AND ® INTERMEDIATE SUPPORTS IN THE PANEL FIELD OR FOLLOW NAILING SCHEDULE. (C) 30. PROVIDE DRIP EDGE AT EAVES AND GABLES OF SHINGLE ROOFS. OVERLAP TO BE A G.TO ESTABLISH ROOD HAZARD AREAS, EACH COMMUNITY REGULATED UNDER TITLE 19, PART 1203 OF TME OFFICIAL COMPILATION OF CODES, RULES AND REGULATIONS OF ROOD PROVIDE SOLID BLOCKING AT ALL SHEATHING EDGES. MINIMUM OF 2 INCHES (51 MM). EAVE DRIP EDGES SHALL EXTEND 0.25 INCH (6.4 MM) BELOW THE STATE OF NEW YORK (NYCRR)SHALL ADOPT A FLOOD HAZARD MAP AND SUPPORTING DATA. THE FLOOD HAZARD MAP SHALL INCLUDE, AT A MINIMUM, SPECIAL - * � (F) 12. ALL SUB-FLOORS TO BE 3/4" PLYWOOD NAILED WITH 8D g 6" O.C. SHEATHING AND EXTEND BACK ON THE ROOF A MINIMUM OF 2 INCHES (51 MM). DRIP EDGE HAZARD AREAS AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY IN IHE ROOD INSURANCE STUDY FOR THE COMMUNITY, AS AMENDED OR RENSED WITH: F 13. ALL WALL CORNERS 1'0 BE MIN. THREE STUDS NAILED 1I1H 101 NAILS AT 12" O.C. SHALL BE MECHANICALLY FASTENED A MAXIMUM OF 12 INCHES (305MM) ON CENTER. A CRICKET EDGES OF PLYWOOD. INSTALLED D THE RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30 INCHES I. THE ACCOMPANYING FLOOD INSURANCE RATE MAP(FIRM), e �F� 14. BLOCK STUD WALLS AT HALF STORY HEIGHTS AND UNSUPPORTEDOR SADDLE SHALL BE INST it. FLOOD BOUNDARY AND FLOODWAY MAP(FBFM), AND ID FRAMING HANGERS TO BE HOT DIPPED GALVANIZED. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS III. RELATED SUPPORTING DATA ALONG WITH ANY REVISIONS THERETO. �F 15. ALL NAILS, BOLTS, AN " WIDE. F� 16. ALLOW A MINIMUM OF 18 BETWEEN BOTTOM OF FLOOR JOIST AND TOP OF SCREED COAT ROOF COVERING. THE ADOPTED ROOD HAZARD MAP AND SUPPORTING DATA ARE HEREBY ADOPTED BY REFERENCE AND ( ) OR PROVIDE 30 YEAR PRESSURE TREATED LUMBER (ACQ). C 31. ALL NAILERS TO BE BOLTED WITH %" DIA. (GALVANIZED AT EXTERIOR) THROUGH BOLTS YIITH WASHERS DECLARED TO BE PART OF THIS SECTION. A t3J'�SSIC3CL (F) 17. PROVIDE DOUBLE HEADERS AT ALL FLOOR, CEILING, STAIR AND ROOF OPENINGS. ALL @ 16" O.0 STAGGER TOP AND BOTTOM, PROVIDE BLOCKING AS NECESSARY, PROVIDE FLASHING AT N.THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE OI'VEN IN FIGURE R301.2(5)FOR STIES AT ELEVATIONS UP TO 1000 FEET. SITES PROFESSIONAL SEAL HEADERS TO BE A MINIMUM OF (2) 2 X 6 UNLESS OTHERWISE NOTED ON PLANS. TOP OF EXTERIOR NAILERS. (F) 18. FLOOR JOIST'S SHALL BE DOUBLED BENEATH ALL PARALLEL PARTITIONS OR BLOCK ®16" O.C. (C) 32. R905. 2. 5 FASTENERS. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE.8Y 2 PSF FOR EVERY 100 FEET ______ ABOVE ATI FEET. APPLICATION NUMBER F 19. STAIR TREADS SHALL BE 1 1/4" THICK CLEAR OAK, UNLESS OTHERWISE NOTED. STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GAGE 0.105 INCH (2.67 ATEMM) SHANK �F� 20. ALL STAIRS SHALL BE IN ACCORDANCE WITH (SECTION R311 and N.Y.S. 2016 SUPPLEMENT and R308.4.6). WITH A MINIMUM 3 8-INCIi 9.5 MM DIAMETER HEAD, ASTM F 1667, OF A LENGTH TO PENETRATE Climate zone is 40 / ( ) INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TETdPERATURE'.OF NOT LESS THAN F 21. DOUBLE ALL JOIST AROUND FLOOR, CEILING, AND ROOF OPENINGS, USE JOIST HANGERS. THROUGH THE ROOFING MATERIALS AND A MINIMUM OF 3/4 INCH (19.1 MM) INTO THE ROOF SHEATHING. 68 DEGREES FARENHOT AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY(2015 IIMC 309.1) JOB NUMBER WHERE THE ROOF SHEATHING IS LESS THAN 3/4 INCH (19.1 MM) THICK, THE FASTENERS SHALL SYTEM DESIGN SHALL BE BASED ON MAX 72 DEGREES HEATING, MINIMUM 75 DEGREES COOLING F 22. ALL WOOD CONSTRUCTION CONNECTORS TO BE FROM SIMPSON STRONG-TIE OR EQUAL PENETRATE THROUGH THE SHEATHING. FASTENERS SHALLCOMPLY WITH ASTM F 1667, DEGREE DAYS(NY LAGUARDIA) 4811, WINTER DESIGN TEMP 15, DRY BULB 89, WET BULB 75(2015 IPC: APPDX D) 2018 RESIDENTIAL F 23. ALL EXTERIOR WOOD CONNECTORS TO BE HOT-DIP GALVANIZED (1111. 33. R905. 2. 6 ATTACHMENT. ASPHALT SHINGLES SHALL HAVE THE MINIMUM NUMBER OF FASTENERS REQUIRED Also as per 2015 IBC Chapter 16 section 1609 and ASC:7 - wind exposure category and surface iroughness Is 8, Use C for both F 24. WALL CONSTRUCTION - WFCM PRESCRIPTIVE METHOD WALL FRAMING AND FINISHING (C) south shore and Fire Iisland. DATE SHALL BE NAILED AND OR SCREWED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 BY THE MANUFACTURER. FOR NORMAL APPLICATION, ASPHALT SHINGLES SHALL BE SECURED TO THE ROOF TOWN OF(SLIP IS WITHIN A HURRICANE PRONE REGION 02_27_20 WITH NOT LESS THAN FOUR FASTENERS PER STRIP SHINGLE OR TWO FASTENERS PER INDIVIDUAL. SHINGLE. (F) 25. FLOOR CONSTRUCTION- WFCM PRESCRIPTIVE METHOD FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.1 WFCM 2015 EDITION. PAGE 149 WHERE THE ROOF SLOPE EXCEEDS 20 UNITS VERTICAL IN 12 UNITS HORIZONTAL (167 PERCENT), SPECIAL (F 26. DRAFTSTOPPING SHALL BE PROVIDED AS PER R502.12 and R302.12 METHODS OF FASTENING ARE REQUIRED. FOOR ROOFS LOCATED WHERE THE BASIC WIND SPEED IS 110 MPH (F� 27. FIREBLOCKING SHALL. BE PROVIDED AS PER R 502. 13, R602.8 and R302.11. OR HIGHER, SPECIAL METHODS OF FASTENING ARE. REQUIRED SPECIAL FASTENING METHODS SHALL BE TESTED (F) 28. ROOF ASSEMBLIES- WFCM PRESCRIPTIVE METHOD IN ACCORDANCE WITH ASTM D 3161, CLASS F. ASPHALT SHINGLE WRAPPERS SHALL BEAR A LABAL INDICATING COMPLIANCE WITH ASTM D 3161, CLASS F. ��--�**c II--11 4X4 POST WITH POST CAP INTO---.� 1+_Op CORNER REINFORCEMENT 12"O.C. NOTES: LEGEND L.! CONCRETE SONOTUBE SAME SIZE AS OTHER REINFORCEMENT I. ALL FLOOR:BEAMS SHOWN SHALL BE SECURED WITH STAINLESS STEEL OR GALVANIZED METAL CONNECTOR BEAM SEATS APPROVED FOR MARINE USE EMBEDDED IN POURED CONCRETE PIPES. FOUNDATION FLOOD VENT-"SMARTVENT'DUAL FUNCTION MODEL (2)#5 DOWELS INTO FddTING — I� �-1 �� • - 2. ALL FRAMING MEMBERS SHOWN ON THIS PLAN SHALL BE PRESSURE TREATED LUMBER RATED FOR EXTERIOR UNLESS 41540-510 OR SIMILAR INSTALLED 12"MAX.FROM FINISHED GRADE --,. I. _ I i== � i ( .. . OTHERWISE NOTED. I=� I JAN Q42M A B A B A7 A7 A7 Al NO POSTS IN THE YELLOW DASHLO AREA, 61'-8" FOR UPPER OR LOWER DECK 26'-1" 21'-0" 14'-7" 47'-1" 14'-7" 6'-7" 8'-0" 6" 19'-6" -0 6'-B" 7'-it" UNE OF DECK ABOVE NEW CONTINUOUS 202(ACO)BAND JOIST vJ EW 3 2X12 2 3 4 X11 STL PLATES !P- = ALVANI TID LPLATESEW 36'HIGH COMPOSITE HANDRAIL WITH EW 36'HIGH COMPOSITE HANDRAIL HATHNEW 6' x 6' WOOD COLUMNS, (TO BE I S O SPINDLES SPACED MAXIMUM 4' APART TO SPINDLES SPACED MAXIMUM 4'APART TO SELECTED,INSTALLED AS PER CODE TO BE SELECTED ) CODE. ( TO BE SELECTED) o MANUFAC R RS SPECIFICATIONS TO BEAR ON — "' =A � NEW CONCR P8E}2S BELOW(TOPICAL):— — — `� DN Co (�1 $ < g ^ > C/)_ • PROPOSED: / `� PROPOSED: a PROPOSED: NEw 0 _ ' ZN N DECK WITH XM T• W ' _ DECK EW Thru-Flow 43X Legacy i x, x, N DE — — — ANDER CSMT. — — — — N Thru-Flow 3%Legacy ((E x Thn,-Flow 3%Legacy / En N ® DECK ABOVE r o 3) Ei"x 4 T" O ( 9'-6" CLG. HT.) t --- 0 Thru-Flow 43%LegacyNEW(2)1.75 X 9.5 LVL HDR. -- I F Thru-Flow 43%Legacy NEW(2)1.75 X 11.25 LVL HDR NEW 2 x 12(ACO) LEDGER BOLTED WITH W iogN 30"X80" I '�, 46' LAG BOLTS STAGGERED EVERY 16"O.C. 30"X80" a I ZI WITH JOIST HANGERS AT ALL CONNECTIONS N W — — ——— — — — — —— — — — — ——— — —— — — —— z 1n DN ROVIDE NEW LANDING AND lo 7 R.- _ _ NEW CONTINUOUS-'z 2x12 ACQ LEDGER _ z o _Lam— _ STEPS DOWN TO GARAGE I� FLOUR A5 AS REQUIRED. i LNEW 3/4"PLYWOOD SUB-FLOOR I EW 36"HIGH HANDRAIL al- lb SECURED TO NEW 2"x12" FLOOR I "rte N WITH SPINDLES SPACED x a t`"1 il; JOISTS A 16' O.C. o z » N4IE� NOTIFY ARCHITECT/DESIGN NOTE MAXIMUM 4' APART TO CODE. N o NOTIFY ARCHITECT/DESIGN I REFER TO ORIGINAL BP FOR DOUBLE UP ALL FRAMING UNDER (TO BE SELECTED) N I '� PROFESSIONAL IMMEDIATELY OF OUBLE UP ALL FRAMING UNDER (BLOCKING AT MID-SPANS) x o K o '' BPI PROFESSIONAL IMMEDIATELY OF NEW PARALLEL PARTITIONS AND 3'-O" �+-C `, 0 ANY DISCREPANCIES WITH THE NEW PARALLELMroP¶MONS AND N o N ORIGINAL CONSTRUCTION. ANY DISCREPANCIES WITH THE STORAGE LOFT NEW WOOD POSTS. LOCATION OF ALL PREDETERMINED LOCATION OF ALL PREDETERMINED PROVIDE SOLID BLOCKING cs ABOVE O PROVIDE SOLID BLOCKING POINT LOADS AND PROVIDE POINT LOADS AND PROVIDE I UNDER ALL WOOD POSTS x o CONTINUOUS STRUCTURAL SUPPORT UNDER ALL WOOD POSTS PROPOSED: CONTINUOUS STRUCTURAL SUPPORT a (r-2'f CLG. HT.) Z PROVIDE CONT BLOCKING UNDER DON TO FOUNDATION. ANY PROVIDE CONT BLOCKING UNDER �' (FLAT CEILING) DOWN TO FOUNDATION. ANY LOAD BEARING WALLS UNFINISHED I LOAD BEARING WALLSR, UNFORESEEN POINT LOADS ARE TO UNFORESEEN POINT LOADS ARE TO ATTIC STORAGE z< BE BROUGHT TO THE ATTENTION OF I BE BROUGHT TO THE ATTENTION OF 255 NEW(2)1.75 X 11.25 LVL HEADER FOR STORAGE LOFT THE ARCHITECT OF RECORD. 6'-0"t CLG. HT.) THE ARCHITECT OF RECORD. _ _`` NEW 4)1.75 X 11.25 LVL HEADER FOR 2ND FLOOR _ ANY INCONSISTENCIES DISCOVERED ( 00 ________ ------------------------------ AFTER ______________ FLAT CEILING) I ANY INCONSISTENCIES DISCOVERED _ ___ _ AFTER DEMOLITION ARE TO BE ( AFTER DEMOLITION ARE TO BE LINE Of STORAGE LOFT ABOVE ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO I ELECTRICAL TO COMPLY WITH BROUGHT TO THE ATTENTION TO PROPOSED: N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND N1104.1 NOT LESS THAN 75%OF THE ARCHITECT OF RECORD AND i THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE NEW 3 1.75 X 11.875 C.J. HEADER I THE LAMPS IN PERMANENTLY ARCHITECTURAL DOCUMENTS ARE GARAGE W INSTALLED UGH71NG FIXTURES TO BE AMENDED ACCORDINGLY. - - o, INSTALLED UGHTING FIXTURES TO BE AMENDED ACCORDINGLY. (11'-6't CLG. HT.) v cs SHAD.BE HIGH-EFFICIENCY LAMPS I N SHALL BE HIGH-EFFICIENCY LAMPS (FLAT CEILING) EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN I EXIST. AND NEW STAIRS TO COMPLY NOTIFY ARCHITECT/DESIGN LNEW(2)LAYERS OF 5/8' TYPE WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OFy� WITH R311.7 OF THE 2015 IBC PROFESSIONAL IMMEDIATELY OF "X'SHEETROCK ON GARAGE z< STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE I-h .n STAIRWELL ILLUMINATION AS PER ANY DISCREPANCIES WITH SIZE WALLS AND CEILING WITH JOINTS , In R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING N I �" R303.7 AND R311.7.9 AND LOCATIONS OF EXISTING STAGGERED VERTICALLY. 1 r HANDRAILS TO COMPLY WITH FOUNDAITONS,GIRDERS, COLUMNS, - `D's< r`oi HANDRAILS TO COMPLY WITH FOUNDATIONS, GIRDERS, COLUMNS, 7 �r NEW 2 1.75 X 14 LVL RIDGE o N W N R311.7.8- R311.7.8.4 POSTS, HEADERS, FRAMING SIZE '— - I "�- R311.7.8- R311.7.8.4 POSTS HEADERS, FRAMING SIZE _ NEW 4 1.75 X 11.25 LVL HEADER _ AND DIRECTIONS..--—, " I +f' AND DIRECTIONS. HVAC SYSTEM TO COMPLY WITH < 2016 NYS SUPPLEMENT C-104.2.6.1 N0 I HVAC SYSTEM TO COMPLY WITH 2016 NYS SUPPLEMENT C-104.2.6.1 � I REFER TO STRUCTURAL ENGINEERS _ THE BUILDING THERMAL ENVELOPE I THE BUILDING THERMAL ENVELOPE REFER TO STRUCTURAL ENGINEERS SHALL BE CONSTRUCTED TO LIMIT PLANS FOR ALL NEW FOUNDATION PLANS FOR ALL NEW FOUNDATION 1 WORK. DO NOT USE THESE PLANS I SHALL K CONSTRUCTED TO LIMIT WORK. DO NOT USE THESE PLANS " z AIR LEAKAGE IN ACCORDANCE WITH rn AIR LEAKAGE IN ACCORDANCE WITH 3'-0 EXISTING MINIMUM FOR FOUNDATION RLPERENCE OR — —_—— _ I THE REQUIREMENTS OF SECTIONS FOR FOUNDATION REFERENCE OR HOUR FIRE RATED STEEL r THE REQUIREMENTS OF SECTIONS o N1102 4.1 THROUGH NI102.4.5 CONSTRUCTION PURPOSES NEW 2'x 12"LEDGER LAID ON FLAT I N1102.4.1 THROUGH N1102.4.5 CONSTRUCTION PURPOSES. SELF CLOSING DOOR.Illk �'- I cs I I -PROVIDE NEW LANDING AND I U) STEPS DOWN TO GARAGE I Z W W FLOOR AS REQUIRED. No __ __ _ _ _ _ I Q Z �. ><o NEW 2 2 X 12 HEADER I I I o _ EW 36' HIGH HANDRAILWITH SPIDLES W `' FOR C.J. Z z i8l iv MAXIMUMN4" APARTTCO CODE. II -- Ir " AND R.R. I i 1 (TO BE SELECTED ) i x E-zq CK 111 0 II II 1 I II a NEW 6'x 6"WOOD COLUMNS, TO BE SELECTED), I 1 -�ds Z INSTALLED AS PER MANUFACTURERS SPECIFlCAliONS i I I I •i O H NEW COMPOSITE FLOOR FINISH, TO BEAR ON NEW CONCRETE FOUNDATION BELOW I I I UNE OF NEW EXTERIOR i I » Q WiNTHW5%8'LAG I ( I I I NEW 2 2"x12"HDR I ( I �i I (TO BE SELECTED) (TYPICAL). I i L WALLS ABOVE j i 1 O -� W H - - - -- I I NEW 2 1 I L_' --------- I I �P=P J W o �5 -- - I _ _ '2�;a- -- I I �, zo— o I I I I.i Co �_ _IT N. jI N - - - -- -- - - - -- - - - --. — NEW 21.75X11.875LVL HDR. I N a I I I I I I I N - - - - - - - - -- — �BNJ PORCH ) N - - - _ _ - 1�0' N Fut�uNCT a I I I I) I I I 4'-6- 4-6 .I (CPOSITE FLOOR) I TO — _ h TI' 8'-0" 8'-0" S-7" 8' 11 3'-7" I I I , " 16-0 " NEW(2'x10'HDR. _ NEW )2'x10" NEW 10 UD - I I I - i I 7'-8" 7'-8- 18'-4" 6'-0" 2ND FLOOR PLAN 24'-4" SCALE: 3/16" = 1'-0" 1 ST FLOOR PLAN SCALE: 3/16" = 1'-0" APPLICANT 1,d L DANIEL BURKO DESIGN LLC 138 SOUTH 1 ST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DAN IELBURKO@GMAIL.COM STRUCTURAL ENGINEER PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 Of NE�t 'p C-3 N PSC/fi�� LII 0 ,> 006 OrEssti PROFESSIONAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 JAN Q 4 ZVI Cn ALL SIDE WALL FLASHING TO COMPLY WITH R905.2.8.3 AND BE CONTINUOUS OR STEP CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY Z FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SEC11ON R602.3(5) 0 INCHES IN HEIGHT X 4 INCHES IN WIDTH _ FALL NEW WINDOWS TO BE ANDERSEN EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310. V) Z5 OW E4"SMART SUN"SIMULATED NEW COR-A-VENT RIDGE VENT / V.0 TOP OF NEW RIDGE (n EL +16'-8" w — NEW 30 YR. ARCHITECTURAL ROOF Z SHINGLES(COLOR BY OWNER) 0 PROVIDE METAL FLASHING AT -" ALL ROOF INTERSECTIONS. Ip w --� — NEW VINYL TRIM (COLOR: BY OWNER) NEW CONT. VENTED VINYL SOFFIT TOP OF NEW GARAGE ATTIC FLOOR�PPL__ATE __ w EL ++0 Co Q NEW VINYL CORNER TRIM (COLOR BY OWNER) O 1011:111:11 ONEW VINYL SIDING(COLOR dt STYLE BY OWNER) O Z.i . I I I I NEW MT. 0 11 Ij — — - 7177 — — NEW VINYL TRIM (COLOR: BY OWNER) 00 NEW TOP OF RIDGE 12 NEW 30 YR. ARCHITECTURAL ROOF — — NEW CONT. VENTED VINYL SOFFIT N VEL ,- - - - = SHINGLES(COLOR BY OMER) 4iw TOP OF NEW GARAGE ATTIC SUB-FLOOR ALL FRAMING COMPLIES WITH SECTION R602.3 5 TO ALIGN WITH DWELLING_EXISTING O ROVIDE METAL FLASHING AT EL. +0-00"Y N iv ALL ROOF INTERSECTIONS. �jgN�YN BOTTOM OF PORTICO HEADER 4 IL 97-9±— - NEW VINYL TRIM (COLOR: BY OWNER) ALIGN ,N , FASCIA AND GUTTERS TOP OF NEW GARAGE FIRST FLOOR 1'-0" LATE ADJUST HEIGHT AS REQUIRED TO ==- EL -1-0°Y- WITH DWELLING FASCIA SOFFIT GUTTERS WITH .S. NG AS REQUIRED, NEW VENTED VINYL SOFFIT _ NEW VINYL SIDING(COLOR do STYLE BY OWNER) ( EW VINYL CORNER TRIM (COLOR BY OWNER) d N NSTA '' AS PEAR B aUFACIURE . =_ i T 00 s.Y TO BE ;: NEW ClCRETE PIER BSPEq ELOW ONS; _ M El El El 0 El •j (TYPI TOP OF EXIST. FINISHED DWELLING == FhRST FLOOR - NEW I OSIIEFLOOR FINISH, TOP OF EXIST. FINISHED DWELLING FIRST FLOOR —r TO B LECTE ) +0 - - --r- - - EL 2it FOR ELEVAl10N HEIGHT ® ®® ® ® ® ® EL -10'-11"± FOR ELEVATION HEIGHT NLAV TOP OF PORTICO LANDING _ _ REFER TO EXISTING DWELLING PLA�NSALL�,_ EL.ADE VARIES - ®® 1 SExIEBC ® TOP OF NEW GARFOR ELEVAT10NOHEWGHT`I` Co W W -�--- - - - ZER TO STKUCIURAL ENGINEERS PI r Z Z >_ REFERTO STRUCTURAL ENGINEERS PLANS FOR ALL NEW I _ _ GRADE VARIE_____S=h_ 0 w Z FOUNDATION WORK. DO NOT USE THESE PUNS FOR �F FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. I I W Y 1;n J - - -- - - - W 0 U w 0CL - w FRONT ELEVATION w - o Q SCALE: 3/16" = V-0" w0 N CV I CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY ALL SIDE WALL FLASHING TO COMPLY WITH R905.28.3 AND BE CONTINUOUS OR STEP ALL FRAMING COMPLIES WITH SECTION R602.3(5) FLASHING SHALL NOT BE LESS THAN 4 INCHES IN HEIGHT X 4 INCHES IN WIDTH NEW COR-A-VIlIT RIDGE VENT EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 ALL NEW WINDOWS TO BE ANDERSEN _T—OP OF NEW RIDGE LOW E4"SMART SUN" SIMULATED T tL +16�-8" _ R EO(jjVALEN NEW 30 YR.PACHITECTURAL ROOF - SHINGLES(COLOR BY OWNER) - ----- -- -- ---- -- --— --- --- -- — _ Go NEW VINYL TFIM (COLOR: BY OWNER) _ --- APPLICANT NEW CONT. SENTED VINYL SOFFIT 00 TOP OF NEW GARAGE ATTIC FLOOR PLATE _ io V EL +8-0 ru-FlowLegacy, �:mr-,V, -1 NEW VINYL CORNER TRIM (COLOR BY OWNER) 2"x 12"(AOQ) DECK JOISTS 0 16"O.C: NEW VINYL SUNG(COLOR k STYLE BY OWNER) 0 . . � � F1 _ TOP OF 2nd FL. HANDRAIL N —_ _ _ _ _ _�— EL +2'-1-10" Y DANIEL BURKO DESIGN LLC NEW 36"HIGH PVC HANDRAIL WITH TOP OF NEW GARAGE ATTIC SUB-FLOOR 138 SOUTH IST STREET,SUITE 103 SPINDLES SPACED MAXIMUM 4"APART TO ALIGN WITH DWELLING EXISTING h o LINDENHURST,NY 11757 TOP OF NEW GARAGE ATTIC SUB-FLOOR TO CODE ( TO BE SELECTED) EL. +01'-0" `► ;1 (631)482-7858 -��TO ALIGN WITH DWELLING EXISTING _ ) _ _ _ _ _ _ TOP OF NEW 2nd FL FINISHED WOOD DECKING DANIELBURKO@GMAIL.COM NEW(ACQ) HEADER EL -0'-2" r` I TOP_ _OF NEW GARAGE FIRST FLOOR PLATE _ _ _ _ _ _ BOTTOM OF NEW 2nd FL DECK HEADER .� Y STRUCTURAL ENGINEER EL -1-0 '== NEW 6' x 6" WOOD COLUMNS, TO BE EL -2-0 ' -- NEW Thru-Flow 43X Legacy, __ ( EW Thru-Flow 43X Legacy 2" x 12" (ACQ) DECK JOISTS 0 16"O.C. SELECTED).INSTALLED AS PER 2"x 12"(ACQ)DECK JOISTS 0 16" O.C. (USE 2"x 12"(ACQ) DECK JOISTS 0 12"O.C. MANUFACTURERS SPECIFlCA110NS TO BEAR ON NEW CONCRETE PIERS NEW VINYL CORNER TRIM (COLOR BY OWNER) UNDER - _ BELOW(TYPICAL). _ �� OMER TC CONFIRM B LOCA ) � ---- o NEW VINYL SIDING(COLOR&STYLE BY OWNER) _ NEW 36"HIGH PVC HANDRAIL WW1H b C" = SPINDLES SPACED MAXIMUM 4"APART •j TO CODE. ( TO BE SELECTED) TOP OF 1st FL. HANDRAIL �TOP�-� O�F-EXIST. FINISHED DWELLING_FIRST FLOOR = TOP OF EXIST. FINISHED DWELLING FIRST FLOOR o a' ESL '-11 Ft OR ELEVATION HEIGHT = EL -10'-11"t FOR ELEVATION HEIGHT h PACIFICO ENGINEERING,PE REFER TO EXISTING DWELLING PLANS - �EFER TO EXISTING DWELLING PLANS 700 LAKELAND AVENUE,SUITE 28 TOP OF NEW GARAGE FOUNDA110_N WALL TOP OF NEW 1st FL FINISHED WOOD DECKING 00 BOHEMIA,NY FOR ELEVATION HEIGHT _= EL -11 631-988-0000 REFER TO STRUCTURAL ENGINEERS PLANS —� BOTTOM OF NEW 1st FL DECK HEADER NEW(ACQ) HEADER - _ EL -12'-9" • NEW 6" x 6" WOOD COLUM <"' 0 BE d4IE _ SELECTED), INSTALLED AS 11" • o _ REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW _ MANUFACTURERS SPECIFICKV TO FOUNDATION WORK. DO NOT USE THESE PLANS FOR BEAR ON NEW CONCRETE P L; I rV FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. _ __ BELOW(TYPICAL). to __ -_ •� pAC C3 b GRADE VARIES _ _ - _ _ GRADE VARIES V-- REFER TO STRUCTURAL 0 IX L J I I) ENGINEERS PLANS FOR NEW I LLI SI—II 1 I FOUNDATION SPECIFICATI I—I I 0 - - - - 1,. — — — r=-1- - -- -- - - - - --Is - - - - - - - --- -�-- � cn ------ - -- - - -- - _i � 1L-- - - - - - - - - - - - - - - - -- - - - - - --I -- -- - - - - - - - 06 � v REARELEVATION PROFESSIONAL SEAL SCALE: 3/16" = V-O" APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 cl JAN Q 4 2021 ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOLAR READY R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING MALL NOT BE LESS THAN 4 L ALI FRAMING COMPLIES WI1H SECTION R6023(5) NEW COR-A-VENT RIDGE VENT _ _ _ _ _ _ _ _ _ _ _ _ TOP OF NEW RIDGE. /r 7 INCHES IN HEIGHT X 4 INCHES IN WIDTH EL. +16'-8"-Y L ALL EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 NEW 30 YR.ARCHITECTURAL ROOF ALL NEW YANDOWS TO 8E ANDERSEN SHINGLES(COLOR BY ONNER) O LOW E4'SMART SUN' SIMULATED12 '^ NEW VINYL TRIM (COLOR: BY OWNER `UIVALENT. 5 �// NEW 30 YR. ARCHITECTURAL ROOF 12 SHINGLES(COLOR BY OWNER) NEW 30 YR. ARCHITECTURAL ROOF 12D SHINGLES(COLOR BY OWNER) .� > U) PROVIDE METAL FLASHING AT 12 ALL ROOF INTERSECTIONS. 4�' NEW VINYL TRIM(COLOR: BY OWNER) mow�// NEW VINYL TRIM (COLOR: CY OWNER) LJL O NEW CONT. VENTED VINYL SOFFIT NEW CONT. VENTED VINYL SOFFIT U) NEW VINYL CORNER TRIM > (COLOR BY OWNER) _ _ _ TOP OF NEW GARAGE ATTIC FLOOR_PLATE�_ NEW VINYL SIDING NEW VINYL SIDING(COLOR &STYLE BY OWNER) EL +8'-0- (COLOR 8-0-(COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM (COLOR BY OWNER) PROVIDE METAL FLASHING AT NEW Thru-Flow 43%Legacy, ALL ROOF INTERSECTIONS— 2'x 12" (ACQ) D.J. 0 16' O.C. o W NEW 30 YR. ARCHITECTURAL ROOF 12Q SHINGLES(COLOR BY OWNER) NEW 36"HIGH PVC HANDRAIL WITH N NEW VINYL TRIM (COLOR: BY OWNER) t2� SPINDLES SPACED MAXIMUM 4" APART O NEW TOP OF RIDGE TO CODE.( TO BE SELECTED ) _ _ TOP OF NEW GARAGE ATTIC SUB-FLOOR Z ■ EL 11-9"t TO ALIGN WITH DWELLING EXISTING N EL +04-0 ` �yNEW BOTTOM OF PORTICO HEADER -; TOP OF NEW GARAGE FIRST FLOOR PLATE g, -ADJUST HEIGHT AS REQUIRED TO EL. 4-0' WITH DWELLING FASCIA/SOFFIT/GUTTERS - NEW(ACQ)HEADER ALIGN NEW FASCIA AND GUTTERS NEW 6'x)6" WtX10 COLUMNS (TO BE 'o YITH EXISTING AS REQUIRED, �� SELECTED), CIC CAfIONSTTO BEAS AR ON�NEW CONCRETES iv NEW CONT, VENTED VINYL SOFFIT _- PIERS BELOW(TYPICAL). i7 NEW 6" x 6'WOOD COLUMNS, TO BE SELECTED), j o a, INSTALLED AS PER MANUFACTURKERS SPECIFICATIONS %x":: b, TO BEAR ON NEW CONCRETE PIERS BEI.OW (TYPICAL). TOP OF EXIST. FINISHED DWELLING FIRST FLOOR - TOP OF EXIST. FINISHED DWELLING FIR_ST�FLLOOOR E� f FOR ELEVATION HEIGHT EL -10'-11"± FOR ELEVATION HEIGHT Y NEW TOP OF PORTICO LANDING _ REFER TO EXISTING DWEWNG PLANS ;:;, .:.::.:::. EL -0'-0" _______ TOP OF NEW GARAGE FOUNDATION WALL GRADE VARIES _ REFER TO STRUCTURAL ENGINEERS PLAFOR ELEVAll ON N REFER'TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW FOUNDATION WORK. DO NOT USE THESE PUNS FOR EW 36'HIGH COMPOSITE HANDRAIL o FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. WITH SPINDLES SPACED MAXIMUM V r� APART TO CODE. ( TO BE SELECTED ) co v J II WW Li - -- -- - Z b >_ O_ Z � } L- � W o Z L — , - _ _ GRADE VARIES j, �-- W L— _ __ _ — REFER TO STRUCTURAL �r (n J C) ENGINEERS PLANS FOR NEW w O L- -I r I -I FOUNDATION SPECIFICATIONS D - - - - - -- - - -- - - -- J- - - -- - -- - -- - - - - --- - - � L w 0jL WF- SIDE ELEVATION w W0Q SCALE: 3/16 = 1 -0 w � Fn N N ALL SIDE WALL FLASHING TO COMPLY WITH CONTRACTOR TO COMPLY WITH APPENDIX U SOUR READY R905.2.8.3 AND BE CONTINUOUS OR STEP FLASHING SHALL NOT BE LESS THAN 4 ALL FRAMING COMPLIES WITH SECTION R602.3(5) INCHES IN HEIGHT X 4 INCHES IN WWD1H EW COR-A-VENT RIDGE VENT ALL NEW WINDOWS TO BE ANDERSEN ALL EGRESS WINDOWS TO COMPLY WITH 2015 IBC R310.1 LNEW 30 YR. ARCHITECTURAL ROOF OW E4'SMART SUN"SIMULATED HINGLES(COLOR BY OWNER) 5L NEW VINYL TRIM(COLOR: BY OWNER) NEW 30 YR. ARCHITECTURAL ROOF NEW 30 YR. ARCHITECTURAL ROOF 12 SHINGLES(COLOR BY OWNER) SHINGLES(COLOR BY OWNER) V 2 12 PROVIDE METAL FLASHING AT NEW VINYL TRIM (COLOR: BY OWNER) "z:::::] ALL ROOF INTERSECTIONS. 4 APPLICANT NEW VINYL TRIM (COLOR: BY OWNER) NEW CONT. VENTED VINYL SOFFIT NEW CONT. VENTED VINYL SOFFIT NEW VINYL CORNER TRIM (COLOR BY OWNER) NEW VINYL SIDING NEW VINYL SIDING(COLOR&STYLE BY OWNER) a (COLOR&STYLE BY OWNER) NEW VINYL CORNER TRIM (COLOR BY OWNER) -r}EL +2'-10" OF 2nd FL HANDRAIL NEW 36" HIGH PVC HANDRAIL YI1H T EL +2�-10" TO COD (SPINDLES ATO BE SELECTEDACED MAXIMUM APART 12 DANIEL BURKO DESIGN LLC TOP OF NEW GARAGE ATTIC SUB-FLOOR 2 138 SOUTH 1ST STREET,SUITE 103 EW VINYL TRIM (COLOR: LINDENHURST,NY 11757 BY OWNER) Cl T� 0 ALIGN WITH DWELLING EXISTING EL 12-0 DANIELBURKO2.785B .COM H _ _ NEW TOP OF RID (631)482.7858 _ GES ■ TOP OF NEW 2nd FL FINISHED WOOD DECKING -"Y f _o -TEL -dr-iv - - (V NEW Thru-Flow 43%Legacy, NEW BOTTOM OF PORTICO HEADER BOTTOM Of NEW 2nd FL. DECK HEADER _ ___ 2"x 12'(ACQ)D.J. 0 16'O.C. EL. 9'-$tet STRUCTURAL ENGINEER �'EL -2-0" ADJUST HEIGHT AS REQUIRED TO WITH DWELLING FASCIA/SOFFIT/GUTTERS NEW(ACQ)HEADER =_ -_ ALIGN NEW FASCIA AND GUTTERS NEW 6'It 6'WOOD COLUMNS,(TO BE = VA fli NEW CONT.NG AS VIN REQUIRED, ■i SELECTED), INSTALLED AS PER MANUFACTURERS j, SPECIFICATIONS TO BEAR ON NEW CONCRETE a SOFFIT N 'v 'oo PIERS BELOW(TYPICAL). __ - EW 6'x 6" WOOD COLUMNS, (TO BE 0O ih i == NEW 36 HIGH PVC HANDRAIL WITH SPINDLES SPACED MAXIMUM - SELECTED), INSTALLED AS PER MANUFACTURERS o, TOP OF 1st FL HANDRAIL 4APART TO CODE. ( TO BE SELECTED) SPECIFICATIONS TO BEAR ON NEW CONCRETE L O° +8'- - - PIERS BELOW(TYPICAL). r cv ■ _ 1 11 11 IMNEW�'x 6' COMPOSITE DECKINGTO BE SELECTED , ( ) TOP OF EXIST. FINISHED DWELLING a' o TOP Of EXIST. FINISHED DWELLING FIRST FLOOR 2' x 12'(ACQ)DECK JOISTS 0 16' O.C. _ FIRST_FLOOR - m - "— - _ USE 2'x 12' ACQ DECK JOISTS 0 If O.C. EL. +0-2" FOR ELEVAf-O HEI- GHT PACIFICO ENGINEERING,PE EL -10'-11 t FOR ELEVATION HEIGHT ( ( ) REFER TO EXISTING DWELLING PLANS UNDER FUTURE HOT TUB ABOVE- VERIFY WITH _ " OWNER TO CONFIRM HOT TUB LOCATION - NEW TOP OF PORTICO LANDING�_ " I/ 700 LAKELAND AVENUE,SUITE 2B a, �F NEW 1st FL FINISHED WOOD DECKING - - EL _0-p* d I -^-- BOHEMIA,NY '— _ GRADE VARIE_S_�_ l 631-988-0000 I EL -il-1 BOTTOM O9 N� W 1st FL DECKEL HEADER REFER TO STRUCTURAL ENGINEERS PLANS FOR ALL NEW Y NEW—(ACQ)HEADER FOUNDATION WORK. DO NOT USE THESE PUNS FOR NEW Thru-Flow FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES `i NEW 6'x 6'WOOD COLUMNS, (TO BE STEPSYBEYOND I ( I ( I�SEL�/ SELECTED),INSTALLED AS PER MANUFACTURERS - PA���fS"Q SPECIFICATIONS TO BEAR ON NEW CONCRETE - - - - � � PIERS BELOW(TYPICAL). CO -OM RADE VARIES Y REFER TO STRUCTURAL * CC ENGINEERS PUNS FOR NEW -- "--- - -- FOUNDATION SPECIFICATIONS C 1 - - - � -- -- - - - - - - - --- - � - - - - - -- ---- -� 066i0S ApOFESS�U�P SIDEELEVATION PROFESSIONAL SEAL SCALE: 3/16" = V-0'° APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 TYPICAL ROOF CONSTRUCTION n ' 30 YEAR ARCHITECTURAL ROOF SHINGLES JAN O 2021 (COLOR TO MATCH EXISTING) 03 SEE TABLE 3.6A SHEET AB • (2 LAYERS OF 151b. FELT AS PER (R905.2.7) A8 FOR NAILING REQUIREMENTS • 1/2" CDX PLYWOOD NEW COR-A-VENT RIDGE VENT * 2 x 12 ROOF RAFTERS AT 16" O.C. ALL FRAMING COMPLIES WITH SECTION R602.3(5) TO�P OF NEW RIDGE NEW RIDGE EL +16'-8" - - - - - - - PROVIDE CONT.ICE dt WATER SHIELD AT EAVES AS PER _. i NEW 2 x 6 COUAR TIES 0 16"O.C. 12 ( .27.1 R905THAT CONSISTS OF AT LEAST TWO LAYERS 12 (UPPER)i OF ATTIC) 5G7 QF UN WENT CEMENTED TOCETHER OR OF A g� _____ __ 12 PROVIDE METAL FLASHING AT SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET,AND ALL ROOF INTERSECTIONS, EXTEND FROM THE LOWEST EDGES OF AL ROOF SURFACES ----- -- �2 co TO A POINT AT LEAST 24 INCHES(610 MM)INSIDE THE �����IIIIII NEW 2"x 12" LEDGER WD ON FLAT EXTERIOR WAIL UNE OF THE BUILDING.(TYP.) O 00 NEW CONT. VENTED VINYL SOFFIT NEW 2'x 10"R.R. 016"O.C. SEE TABLE 3.10 SHEET A8 D4 12_j 4r @"n NI U'NG REQUIREMENTS A9 _� V' i� U) ao TOP OF NEW GARAGE ATTIC FLOOR PLATE F^-� W STING CEILING CONSTRUCTION EL +8-O �/ NEW 2"x10" C.J. 0 16"O.C. \ STING WALL CONSTRUCTION -If 2_O• (BLOCKING AT MID-SPAN), \ � � O TYPICAL EXT. WALL CONSTRUCTION NEW BEAMS. SEE FLOOR PLAN FOR PROPOSED: \\� 0 ALL FRAMING COMPLIES WITH SECTION R602.3(5) NEW 36'HIGH PVC HANDRAIL WITH SPECIFICATIONS. PROVIDE JOIST HANGERS NEW VINYL SIDING FOR NEW FLOOR JOISTS ATTACHMENT. SPINDLES SPACED MAXIMUM 4' APART TO o • 1' OWENS CORNING INSULATION BOARD (R-5) UNFINISHED \ CODE (TO BE SELECTED) I w TOP OF 2nd FL HANDRAIL _ x, • TYVEK: HOUSE WRAP, SEAMS TAPED ATTIC STORAGE \ Y NEW Thru-Flow 43%Legacy, N • 1/2" ICDX PLYWOOD SHEATHING ( 8'-0't CLG. HT.) \ 2" x 1Y(ACQ) DECK JOISTS 0 16"O.C. • 2 x 4 WOOD STUDS 0 i6" o.c. NEW 3/4' PLYWOOD SUB-FLOOR SECURED TOP OF NEW GARAGE ATTIC SUB-FLOOR ( FLAT CEILING) \ 12 o TTOO—ALIIGN WITH DWELLING EXISTING TO NEW 2"x12' FLOOR JOISTS 0 16' O.C. M E +O-O � STING FLOOR CONSTRUCTION TOP OF NEW GARAGE AT11C SUB-FLOOR (BLOCKING AT MID-SPANS) �12 TOP OF NEW 2nd FL FINISHED WOOD DECKING ,`TO AIfTN�W1TH DWELIJNG EXISTING `o EL -0r 2-e— - - - ,� N EL +0-6 i f-- 11 III Q r TOP OF NEW GARAGE FIRST FLOOR PLATE STORAGE LOFT o BOTTOM OF NEW 2nd FL DECK HEADER _ M $�_ _ _ STING CEILING CONS"IRUCTION - =- EW 2 x 12(ACQ)LEDGER BOLTED WITH EL -1'-0" I cv NEW R-19 BATT INSULATION BETWEEN JOISTS. J 1(:5 NEW(ACQ)HEADER "LAG BOLTS STAGGERED EVERY i6'O.C. SEE TABLE 3.9 SHEET AS D12 DO NOT COMPRESS NEW INSULATION, NEW 6'x 6'WOOD COLUMNS,(TO BE SELECTED)), WITH JOIST HANGERS AT ALL CONNECTIONS FOR NAILING REQUIREMENTS A8 (2)LAYERS OF 5/8" TYP X'SHEETROCK ON `\ • INSTAIIED AS PER MANUFACTURERS SPECIFICATIONS TO _- SUNG WALL CONSTRUCTION STAGGERED VERTICALLY. WITH JOINTS NEW GARAGE OVER HEAD DOOR I) BEAR ON NEW CONCRETE PIERS BELOW j (TYPICAL). - NEW 36"HIGH PVC HANDRAIL WITH I NEW EXTERIOR WALL CONSTRUCTION ( TO BE SELECTED ) o SPINDLES SPACED MAXIMUM 4'APART TO I NEW 3/4" PLYWO SUB FLOOR SECURED NEW BEAMS. SEE FLOOR PLAN FOR CODE. (TO BE SELECTEDTO NEW 2"x12" FL R JCISTS 0 16" O.C. SPECIFICATIONS. PROVIDE JOIST HANGERS Q' TOP OF 1st FL HANDRAIL LOCKING AT MID P(1N ) FOR NEW FLOOR JOISTS ATTACHMENT. II EW Thru-Flow 43%Legacy, SEE TABLE 3.11 SHEET AB D10 N I + 2' x 12' (ACQ)DEC(JOISTS 0 16"O.C. I cv • (USE 2" x 12"(ACQ)DECK JOISTS 0 12' O.C. FOR NAILING REQUIREMENTS NEW R-15 BATT INSULATION BETWEEN JOISTS. DO NOT COMPRESS NEW INSULATION, o TOP OF EXIST. FINISHED DWEWNG_FIRST FLOOR UNDER FUTURE HOT TUB ABOVE- VERIFY WITH TOP OF LAST. FINISHED DWELLING_FIRST FLOOR (2)LAYERS OF 5/8'TYPE"X" SHEETROCK ON II M 'FEL. -10'-11 FOR R ELEVATION HEIGHT OWNER TO CONFIRM HOT TUB LOCATION) EL -10'-11 —FOR OR ELEVATION HEIGHT / �� GARAGE WALLS AND CEILING WITH JOINTS REFER TO STRUCTURAL ENGINEERS REFER TO EXISTING DWELLING PLANS REFER TO EXISTING DWELLING PLANS 1 STAGGERED VERTICALLY. PLANS FOR NEW FOUNDATION SPECIFICATIONS TOP OF NEW 1st FL FINISHED WOOD DECKING TOP OF NEW GARAGE FOUNDATION WALL (PITCH NEW SLAB 10 OVERHEAD DOOR) co FOR ELEVATION HEIGHT REFER TO STRUCTURAL ENGINEERS PLANS BOTTOM OF NEW 1st FL DECK HEADER - SUNG FLOOR CONSTITUCTION r 9' EL 12T 9— - - _ NEW 2 x 12(ACQ)LEDGER BOLTED WTH i rrr PROVIDE O�UNT. SILL SEALER do COPPER LAG BOLTS STAGGERED EVERY 16' O.C. TERMITE SHIELD UNDER (2)2 x 4 A.C.Q. SILL REFER 10 STRUCTURAL ENGINEERS rrrrr PLANS FOR ALL NEW FOUNDATION r o NEW(ACQ)HEADER NEW 2'x12' WITH JOIST HANGERS AT ALL CONNECTIONS o rrr" • ACQ) STRINGERS SUNG GONCRETE FOUNDATION oio 1/Y NA.-K00 BOLTS 0 6'-0"O.0 VAX PROVIDE FOUR FOUNDATION REFERENCEK. DO NOT USE THESE OR PLANS `j NEW 6" x 6'WOOD COLUMNS, (RTO BE SELECTED), _ �TYf'ICAI) MIN TWO PER SILL 12'MIN FROM EA CORNERINSTALLED AS PER rr BEAR ON NEW CONCRETEPIERSBELORs W(TYPICAL S TO UNE OF GRADE VARIES BEYOND�rrrr,,r �.`. CONSTRUCTION PURPOSES. rrrrrrrr►r r — — — —— — 4`' NEW CONCRETE r•"rrrr !` ►r'"rr PAD FOR STEPS r r r r r GRADE VARIES _ _ `` r GR-ADE VARIES V— Y '�"'r��rUNE OF GRADE VARIES BEYOND REFER TO STRUCTURAL ENGINEERS PLANS FOR NEW FOUNDATION SPECIFICATIONS —— —_ — ("OW)ENS CORNING RIGID INSULATION BOARD y' REFER TO STRUCTURAL ENGINEERS S U REFER TO STRUCTURAL ENGINEERS PIANS FOR ALL NEW __ _ AT ENTIRE5. ©PERIMETER CONTINUOUS BELOW GRADE WATERPROOF MEMBRANE PIANS FOR NEW FOUNDATION SPECIFICATIONS -a_ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Z FOUNDATION WORK. DO NOT USE THESE PLANS FOR O Wo o Z FOUNDATION REFERENCE OR CONSTRUCTION PURPOSES. W ~ w 0 U = REAR DECKS SECTION SECTION THROUGH GARAGE u W 0oa SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" w C N N APPLICANT IL DANIEL BURKO DESIGN LLC 138 SOUTH IST STREET,SUITE 103 LINDENHURST,NY 11757 (631)482-7858 DANIELBURKO@GMAIL.COM STRUCTURAL ENGINEER t PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY ---- 631-988-0000 C� NE PAOrfifc�� * d PROFE I NAL SEAL APPLICATION NUMBER JOB NUMBER 2018 RESIDENTIAL DATE 02-27-20 TABLE 3.1 (NAILING SCHEDULE) 12" USE A MINIMUM OF JOINT DESCRIPTION I # OF NAILS NAIL SPACING I SIDE ofd NAIL THS ROOF FRAMING ' Rafter to To Plate Toe-nailed) 3- 8d per rafter " a ° JAN 0 4 202 Ceiling Joist to Top Plate (Toe-nailed) 3- 8d per joist Ceiling Joist to Parallel Rafter (face-nailed) 3- 16d each lap = ° Ceiling Joist Laps over Partitions (Face-nailed) 3- 16d each lap ° �\ \ Collar Tie to Rafter (Face-nailecl) 3- 8d per tie ° MST27 MODEL ° I �-MST27 OR 1-I/2"W 20ga. ' Blocking to Rafter (Toe-nailed) 2- 8d each endFi METAL STRAP ° Rim Board to Rafter End-nailed 2- 16d each end ° WALL FRAMING ADJUSTABLE HANGER RIDGE iRUCTURAL RIDGE wo ° ° '° I'° ° 11 A z o a e to To Plate Face-nailed - 16d per foot 01 SIMPSON STRONG-TIE 02 SIMPSON STRONG-TIE 03 SIMPSON STRONG-TIE 8d NAILS o SIMPSON / O P P P P LSU26-2X6 LSTA18 WITH (3) 8d COMMON NAILS LSU26-2X6 INTO ° STRONG-TIE AC \ / W Top Plate at Intersections (Face-nailed) 4- 16d joints - each side LSSU28-2X8,2X10,OR 2X12 LOCATED AT EACH END OF STRAP LSSU28-2XB,2X100R 2X12 PLATES Stud to Stud (Face-nailed) 2- 16d 24 o.c. LSTA18 WITH (3) 8d COMMON NAILS THREE SIMPSON \ a II Header to Header (Face-nailed) 16d 16" o.c. along edges LOCATED AT EACH END OF STRAP ed NAILS STRONG-TIE H 1 \ a /� \ U) Top or Bottom Plate to Stud (End-nailed) 2- t 6d per 2 x 4 stud D A �OR J O I S T 8cP 0 STC 0 NNE CTI O N S : .�' ' UJ 3- 16d per 2 x 6 stud4- 16d per 2 x 8 stud � TR020 ga.ESTRAP SIMPSON STRONG-TIE AHI �d� / z U) Bottom Plate to Floor Joist, Band Joist, End Joist 2- 16d per foot — — or blocking Face-nailed FLOOR FRAMING ° MST27 HD2A _ — W CS20 AT CORNERS Joist to Sill, Top Plate or Girder (Toe-nailed) 4- 8d per joist Bridging to Joist Toe-nailed) 2- 8d each end Blocking to Joist (Toe-nailed) 2- 8d each end Blocking to Sill or Top Plate (Toe-nailed) 3- 16d each block ° , ( / \\ Ledger Strip to Beam (Face-nailed) 3- 16d each joist o /� SIMPSON MODEL \ F- Joist on Ledger to Beam (Toe-flailed) 3- 8d per joist , Band Joist to Joist End-nailed 3- 16d per joist META S 1AP wtoga\ 0 ( ) P j o ® METAL STRAP Band Joist to Sill or Top Plate (Toe-nailed) 2- 16d per foot Z a ® ' ROOF SHEATHING D6 FACE MOUNT��ANGER D� HIP RAFTER 08 POST BASE SSTONG TlE LSIMPSON STRONG-TIE HRC 22 SIMPSON STRONG-TIE ABA44 o a Structural Panels 8d 12" o.c. Diagonal Board Sheathing LTP4 \ II GRADE 1"x6" or 1"x8" 2- 8d per support 1"x10 or wider 3- 8d per support 13P ,Y\/ 1� 'Ila CEILING SHEATHING HIP �ajn�l PLATE . .CUTCP A. Gypsum Wallboard 5d coolers 7" edge/10" field LENGTH .,.��. �` \ A �.. WALL SHEATHING '� ' LENGTH MST27 STRAP CONNECTION DETAIL Structural Panels 8d 12" o.c. BP D16 Fiberboard Panels SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20 ga. METAL STRAP 7 16" 6d 3" edge/6" field SIMPSON STRONG TIE STAP (4) 8d NAILS 12" MIN. BEARING ON STUD SURFACE PLACED AT EACH / / FOR SINGLE STUD INSTALLED AATJCHOR BOLT. (48" O.C. FOR SLAB). H = STORY WALL HEIGHT 25/32" 8d 3" edge/6" field AT 16" O.C. AS REQUIRED HH Gypsum Wallboard 5d coolers 7" edge/10" field MST-27 CLEAR OVER TOP PLATE TO OTHER L - LSHEARw�LL SEGMENINT SPAN SIDE OF STUD ���' WALL HT. (H) SEGMENT WIDTH(L) Hardboard 8d 12" o.c. D10 STUD TO RIM J01 S T L 9o'i" 3'=0' Particleboard Panels 8d 12" o.c. Diagnonal Board Sheathing °I SIMPSON STRONG-TIE CS20 METAL STRAP W W 1"x6" or 1"x8" 2- 8d per support (3_) 8d NAILS AT EACH END OF STRAPI2" MIN. _ (� BEARING ON STUD SURFACE PLACED AT W } 1"x10" or wider 3- 8d per support 4 RIM D.C. STVATH LTP4 ATTACHING MUDSILL TO , Z FLOOR SHEATHING MST27 LENGTH 410 : SSP �k — w - Structural Panels SIMPSON CS20 OR Q SIMPSON MODEL MST27 OR 1-1 2 WITH 20 a --1 Y 1" or less 8d 6" edge/12" field 0 1-1/4" 20 GA. GALV. METAL STRAP (4) 8d NAILS 12' MIN. BEARING W V " " " o o STRAPPING MIN. 12" ON STUD SURFACE PLACED AT EACH STUD. I W _ greater than 1 10d 6 edge/6 field ° ° ON STUD SURFACE IL F_ Diagnonal Board Sheathing .>° (3 - 8d NAILS AT EA. DS0 W 1"x6" or 1"x8" 2- 8d per support ° END OF STRAP) FOP R DOUBLE STUDS W Q 1 x10" or wider 3- 8d per support = HOUDO D R D.5/8 a�0 D11 SILL PLATE TO FOUNDATION _ ° o N SIMPSON STRONG-TIE MST27 OR 1-1/2" WITH 20 ga. METAL 012 STUD TO STUD CONNECTION 12A STUD TO STUD CONNECTION R905.25 FASTENERS PLACEDAP ( ) 848 NAILS ICS 12" MIN. BEARING ON STUD SURFACE SIMPSON STRONG-TIE CS20 SIMPSON STRONG-TIE CS20 FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS,MIN. 12 GAGE SHANK W/A MIN.J"HEAD o ASTMF1667,OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND TYPICAL CONNECTION FOR A MIN.OF J"INTO THE ROOF SHEATHING.WHERE THE ROOF SHEATHING IS LESS THAN" 2-STORY APPLICATIONS THICK.THE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING R905.26 ASPHALT ROOF SHINGLES SHALL HAVE A MIN.OF SIX FASTENERS PER SHINGLE WHERE THE ROOF 1/4" MIN.20 GAUGE-- IS IS IN ONE OF THE FOLLOWING CATEGORIES-THE BASIC WIND SPEED PER R301.2(4)IS 110 COIL STRAP. I SEE PLAN FOR .2 MPH OR GREATER AND THE EAVE IS 20'ABOVE GRADE R905.27 FOR ROOF SLOPES FROM HEADER SIZE. SIMPSON PHD2-SDS3 HOLDOWN TWO VERTICAL UNITS IN 12 UNIT'S HORIZ.UP TO FOUR UNITS VERT.IN 12 UNITS HORIZ. WITH SST—B16 ANCHOR BOLT UNITS SHALL BE TWO LAYERS. FRAME OPENING FOR NEW WINDOW OR 1�2" C.D.X. PLYWOOD SHEATHING,AT EXTERIOR WITH 8d NAILS EXTERIOR DOOR A 6" O.C. AT EDGES AND 0 12 O.C. IN THE FIELD PROVID JOTS1L2" GYP. BOARD AT INTERIOR WITH 5d COOLER NAILS 0 7" O.C. SIMPSON CS20 OR SIMPSON CS20 OR 1 .;.«F,. Arr EDGES AND 10" O.C. IN THE FIELD HANGERS AT 1-1/4" 20 GA. GALV. 1-1/4" 20 GA. GALV. RIM JOIST TO A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED STRAPPING MIN. 12" ; STRAPPING MIN. 12" FLOOR JOIST APPLICANT ON STUD SURFACE : .. n SHEAR WALL SEGMENT DETAIL B.NAILS SPACED AT 6 OC AT EDGES, 12 AT INTERMEDIATE SUPPORTS EXCEPT 6 AT SUPPORTS ON STUD SURFACE (LUS28) (3 - 8d NAILS AT EA. ':`:; ° '-`''.'` U 16 SCALE: 3/8" = 1'-O" WHERE SPANS ARE 48"OR MORE.FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE p`` (3 - 8d NAILS AT EA. END OF STRAP) BOARD DIAGRAMS AND SHEAR WALLS,REFER TO SECTION 2305.NAILS FOR WALL SHEATHING END OF STRAP) , ARE PERMITTED TO BE COMMON,BOX OR CASING. OR C.COMMON OR DEFORMED SHANK. D.COMMON. '•��1•- --•-E.DEFORMED SHANK. F.CORROSION RESISTANT SIDING OR CASING NAILS. D 14 G.FASTENERS SPACED 3"OC AT EXTERIOR EDGES AND 6"OC AT INTERMEDIATE SUPPORT. H.CORROSION RESISTANT ROOFING NAILS WITH"DIA HEAD AND 1 "LENGTH FOR#" SHEATHING AND 1 i"LENGTH FOR SHEATHING. HEADER C TNE�Tl ON S DANIEL BURKO DESIGN LLC I.CORROSION RESISTANT STAPL:F.S WITH NOMINAL"'CROWN AND 1�"LF.,NGTH FOR " 1/4" MIN. 20 ga. SSIGN/ SYMBOL ___ 138 SOUTH 1ST STREET,SUITE 103 SHEATHING AND 1I"LENGTH FOR F"SHEATHING.PANEL SUPPORTS AT 16"(20"OF STRENGTH LINDENHURST,NY 11757 AXIS IN THE LONG DIRECTION OF THE PANEL UNLESS OTHERWISE MARKED) (631)482-7858 J.CASING OR FINISH NAILS SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORT. DANIELBURKO@GMAIL.COM K.PANEL SUPPORTS AT 24".CASING OR FINISH NAILS.SPACED 6"ON PANEL EDGES, 12"AT INTERMEDIATE SUPPORTS. TITLE 19, PART 1265. RESIDENTIAL STRUCTURES WITH TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR 1.FOR ROOF SHEATHING APPLICATIONS,8D NAILS ARE THE MIN.REQ'D FOR WOOD STRUCTURAL WITH FINISHED CEILING ATTACHED TO RAFTERS STRUCTURAL ENGINEER PANELS. F A S T E N E R S DOUG-FIR LARCH s0 PINE UPLIFT SPRUCE-PINE-FIR ,2 UPLIFT TIMBER CONSTRUCTION. M.STAPLES SHALL HAVE MIN.CROWN WIDTH 017116". AVERAGE ALLOWABLE LOAD TEAL LOAD NTH ALLOWABLE LOAD AL LOAD INTERIOR INTERIOR WALLS AND PARTITIONS _ H/180 SIGNAGE TO BE SUPPLIED AND INSTALLED AS PER NYS BUILDING CODE PART 1265 AND LOCATED AS NOTED BY CODE OR AS " SPACED 4"OC AT EDGES,8"AT TO TO TO ULT UPUFT I ' 160 8d x 1\ UPLIFT 133 160 8d x 1\ FLOORS L 360 N.FOR ROOF SHEATHING APPLICATIONS,FASTENERS MODEL RAFTERS/ PLATES STUDS NAILS NAILS / INTERMEDIATE SUPPORTS. NO. Go. TRUSS (133) (160) F, F2 (133 do 160 (133) (160) F, FZ (133 do 160 CEILINGS WITH BRITTLE FINISHES (INCLUDING APPROVED BY CODE OFFICIAL AND SHALL BE MAINTAINED BY HOMEOWNER AT ALL TIMES. 0.FASTENERS SPACED WALL SHEATHING AND 3 OC AT EOC DGES 86 OAT T INTERMEDIATE SUPPORTS FOR SUBFLOOR AND PLASTER and STUCCO) L/360 MEDIATE SUPPORTS FOR ROOF SHEATHING. H1 18 6-8d x i\ 4-8d --- 1958 490 585 485 165 455 4DO 400 415 140 370 CEILINGS WITH FLEXIBLE FINISHES (INCLUDING THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES (152.4 MM) IN DIAMETER' WITH A STROKE WIDTH OF 1/2 INCH (12.7 P.FASTENERS SPACED 4"OC AT EDGES,8"AT INTERMEDIATE. H2 18 5-8d --- 5-8d 1040 335 335 -- --- 335 230 230 --- --- 230 GYPSUM BOARD) L/240 ALL OTHER STRUCTURAL MEMBERS L/240 MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE H2.5 18 5-8d 5-8d --- 1300 415 415 150 150 415 365 365 130 130 365 EXTERIOR WALLS - WIND LOADS °WITH PLASTER H/360 REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. PACIFICO ENGINEERING,PE MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS H2.5A 18 5-8d 5-8d --- 1793 600 600 110 110 480 520 535 110 110 480 OR STUCCO FINISH 700 LAKELAND AVENUE,SUITE 2B ( REFER TO TABLE R301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE ) H3 18 4-8d 4-8d --- 1 1433 455 455 125 160 415 320 320 105 140 1 290 EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240 (1 ) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, WEATHER-RESISTANT MATERIAL; PROVIDED, HOWEVER, THAT A SIGN BOHEMIA,NY 631-988-0000 USE LIVE LOAD DEAD LOAD H4 20 4-8d 4-8d --- 1144 360 360 165 160 360 235 235 140 135 235 EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FlNiSIES H/12au OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERMANENT NON-FADING STICKER OR DECAL. EXTERIOR BALCONIES 60 PSF 10 PSFLINTELS SUPPORTING MASONRY VENEER WALLS ° L/600 DECKS 40 PSF 10 PSF H5 18 4-8d 4-8d --- 1485 455 465 115 200 455 265 265 100 170 265 NOTE L S SPAN LENGTH, H = SPAN HEIGHT (2) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION PASSENGER VEHICLE GARAGES 50 PSF AS PER PLAN HSA 18 3-8d 3-8d --- 1500 350 420 115 180 290 245 245 100 120 170 A.FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN, 11HE WIND LOAD SHALL BE TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: 4� NEt�,► ATTICS WITHOUT STORAGE ROOF BELOW 3 PITCH 10 PSF 10 PSF PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND CLADDING ASD LOADS OBTAINED FROM ATTICS WITH STORAGE ROOF BELOW 3 PITCH 20 PSF 10 PSF Hs 16 --- 8-8d 8-6d 3983 915 950 650 --- --- 785 820 560 --- --- TABLE R301.2(2). (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL ,r�P pAc�,�i� ROOMS OTHER THAN SLEEPING ROOMS 40 PSF 10 PSF H7 16 4-8d 2-8d 8-8d 2991 930 985 400 --- --- 800 845 345 --- --- B. FOR CANTILEVER MEMBERS,L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. BE $1 " AND SLEEPING ROOMS 30 PSF 10 PSF C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR IWALLS OF SUNROOM ADDITIONS V H8 18 5-10d x 1\ 5-10d x 1 --- 2422 620 745 -- --- --- 530 565 --- --- --- OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANIELS, THE TOTAL LOAD 1x STAIRS 40 PSF 10 PSF DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS (ii) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS THE CONSTRUCTION TYPE DESIGNATION SHALL y UJ GUARDRAILS AND HANDRAILS 200 PSF 10 PSF H9KT 18 441x 1\ 5-SDIx 1\ --- 2812 875 875 680 125 --- 755 755 680 125 --- SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFI.EC110N SHALL NOT EXCEED L/175 FOR EACH ROOF LOADING LIVE—GROUND SNOW LOAD 30 PSFHID 18 8-8d x 1 \8-8d x 1 --- 3135 905 990 585 525 --- 780 850 505 450 --- ""`° "'V '" '`" `�° T" `"'T°""'r'" n`" " " ""n'°`° � ruT° '° "m°` cmhir�`"'T `m BE "11$ "11", "III", "IV" OR "V" TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602 OF THE f ROOF VENTILATION REQUIREMENTS H1DR 18 8-8d x 1 \8-8d x 1 --- 3135 905 990 585 525 --- 780 850 505 450 --- BCNYS. 0661 H10-2 HID-2 18 6-10d 6-10d --- 2447 760 760 455 395 --- 655 655 390 (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION DESIGNATION0 INDICATE THE LOCATIONS(S) CONTAINING OPer, % §RR806.1 Ventilation required. Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to PROFESSIONAL SEAL the underside of roof rafters shall have cross; ventilation for each separate space by ventlating openings protected against Ht1z 18 6-16d x 2 -16d x 2 --- 5097 630 830 525 Iso --- 715 715 450 655 --- TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION STRUCTURAL COMPONENTS, AS APPLICATION NUMBER the entrance of rain or snow. Ventilating openings shall be provided with corrosion-resistant wire mesh, with 1/8 inch ------ (3.2 mm) minimum to 1/4 inch (6.35 mm) maximum openings. FOLLOWS: §RR806.2 Minimum area. The total net free ventilating area shall not be less than 1 to 150 of the area of the space (i) "F" SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS; JOB NUMBER ventilated except that the total area is permitted to be reduced to 1 to 300, provided at least 50 percent and not more than (II "R" SHALL MEAN ROOF FRAMING•' AND 2018 RESIDENTIAL 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be „) DATE ventilated at least 3 feet (914 mm) above eave or cornice vents with the balance of the required ventilation provided by (iii) FR SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. 02-27-20 eave or cornice vents. As on alternative, the net free cross—ventilation area may be reduced to 1 to 300 when a vapor (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL OVER THE barrier having a transmission rate not exceeding 1 perm (57.4 mg/sm2Pa) is installed on the warm side of the ceiling. §RR806.3 Vent clearance. Where eove or cornice vents are installed, insulation shall not block the free flow of air. A LOCATION DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE SIGN OR SYMBOL. minimum of a 1—inch (25.4 mm) space shall be provided between the insulation and the roof A 7 sheathing at the location of the vent. 12"MAX. 12"MAX. SIMPSdN"HLlUS 2-16d COMMON 146q G"MIN. 6"MIN. FOIi FUL16LC3.C. DEAD LOAD ASSUMPTIONS: ROOF CEILING ASSEMBLY DL = 15 sf DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf OF STUD. THREE SECOND GUST WIND SPEED ROOF LIVE GROUND SNOW LOAD oo (mph) 85 90 100 110 120 130 140 150 LOAD 0 ° FRAMING SPACING ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS 20 PSF 30 PSF 50 PSF 70 PSF •' 4• '• d• a Vi' ''a•' (in.) (ft.) (TOENAILED) REQUIRED IN EACH RAFTER ROOF SPAN (ft.) ALTERNATE -• 4 ' AND OR CEILING JOIST JAN 0 4 2021 / 12 24 36 12 24 36 12 24 36 12 24 36 TO TOP PLATE CONNECTION 1'2'3'4 COLLAR TLE `O a N RAFTER SLOPE RAFTER NUMBER OF 16d COMMON NAILS or 40d BOX NAILS 12 1 1 1 2 2 2 3 3 SPACING PER HEEL JOINT CONNECTION 1,2.3.4,5,6 i 1/4" X 20 GAUGE STL ' i6 1 1 1 2 2 3 3 3 (in.) co - CS20 ( C LED TRAP ) ALTERNATE :.':=Y:.''- ' ;�: 12 24 1 1 2 2 3 3 4 4 12 4 7 10 4 8 12 6 11 17 8 15 22 z COLLAR TiE BLOCISING •w,;;.,11 O ENUwALt_. 28 1 1 2 2 3 4 4 5 3:12 16 5 9 13 5 10 15 8 15 22 10 20 29 INECTION. 32 1 1 2 3 3 4 5 5 19.2 6 11 16 6 12 18 9 18 27 12 24 35 MON NAILS EA ND OF STRAP 36 1 2 2 3 3 4 5 6 24 7 13 19 8 15 23 ii 22 33 15 29 44 LU • .`��': : '. 2 12 1 1 2 2 2 3 3 4 12 3 5 8 3 6 9 5 9 13 6 11 17 TIE - 3 10d OMMON NAILS 6 EA. 16 1 1 2 2 3 3 4 4 16 4 7 10 4 8 12 6 11 17 8 15 22 •. "•' 20 1 1 2 2 3 4 4 5 4:12 19.2 4 8 12 5 9 14 7 14 20 9 18 27 TO STUD C)NNE TiON. " e' ' 16 24 1 2 2 3 3 4 5 6 24 5 10 15 6 12 17 9 17 25 11 22 33 W S 8d COMMN N ILS 6 EA. END OF STRAP 28 1 2 2 3 4 5 5 6 32 1 2 2 3 4 5 6 7 12 3 4 6 3 5 7 4 7 10 5 9 14 Z 8d COMM NAI " " 36 2 2 3 4 4 6 7 8 5:12 5/8 ANCHOR BOLT 0 32 O.C. FOR 1 STORY 16 3 6 8 3 6 9 5 9 14 6 12 18 � 16d COMMON N ILS FOR 5 PITCH 5/8" ANCHOR BOLT 0 32' O.C. FOR 2 STORY 19.2 4 7 10 4 8 11 6 11 16 7 14 21 ( CH 7/8"DIA.THREADED ROD EMBEDDED 12 1 1 2 2 3 3 4 4 24 4 8 12 5 9 14 7 14 20 9 18 27 9 I6d OM NAILS ( FOR 8 PITCH 12 1/2"INTO CONCRETE,W/"SIMPSON"AT 16 1 1 2 2 3 4 4 5 W PLATFORM OVE 1 16d COMMON NAILS 6 i6' O.C. " (InoH STItENdTII PROXY ADHESIVE) 12 3 3 5 3 4 5 3 5 8 4 7 10 1) MIN, 7 EMBEDMENT INTO CONCRETE 20 1 2 2 3 4 4 5 6 1 FOR TEMPS OF 40'F USE"SIMPSON'•AT 16 3 4 6 3 5 7 4 7 10 5 9 13 � ABLY TO STU CO NECTION W/3" SQUARE WASHERS AND END NUT SETUP (I31<..-m STRENCTTT ACRUJ-C ADITF..STVF..). 19.2 24 1 2 2 3 4 5 6 7 7:12 19.2 3 5 7 3 6 8 4 8 12 5 10 15 TWO STORY ONFl URATIONS ). 2) ANCHOR NOTED HEREIN ARE TO BE USED FOR HOLDOWN CONNECTION 1st FLOOR 32 2 2 3 4 5 6 7 8 24 3 6 9 4 7 10 5 10 15 7 13 19 OR REPLACED BY HOLD DOWNS FOR SHEARWALLS. 36 2 2 3 4 5 7 8 9 12 3 3 4 3 3 4 3 4 6 3 5 8 ',OMMON NAI 6 A. END OF STRAP 12 1 2 2 3 3 3 5 5 9:12 16 3 3 5 3 4 5 3 5 8 4 7 10 W PLATFORM OVE 1 C OF EA. PLATE TO 3)1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 16 1 2 2 3 3 4 5 6 19.2 3 4 6 3 4 6 3 6 9 4 8 12 Q I6d COMMON NAI6 16 O.C. K; 6" MIN. TO 12" MAX. FROM ENDS OR CORNERS. 20 2 2 3 3 4 4 6 7 24 3 5 7 3 5 8 4 8 11 5 10 15 0 2-16d COMMON SIMPSON"HDUS NAIL-S�E"o.c. 24 24 2 2 2 4 4 5 7 8 12 3 3 3 3 3 3 3 3 5 3 4 6 ABLY TO SI PLA ( S ) CONNECTION. 28 2 2 3 3 4 5 8 - 16 3 3 4 3 4 3 4 6 3 5 8 •1' FOR FULL LENCITH 3 :.:.,.. ANCHOR BOLT SPECIFICATION OF.S-I'UD. 12:12 Q MMON NAILS EA END OF STRAP 36 2 3 4 4 5 6 9 - 242 3 4 5 3 4 6 3 6 9 4 8 11 Z PLATFORM ° ° 1. - PRESCRIPTIVE OMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 1. -NAILING REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED 25%IF NAILS ARE CLINCHED. I6d COMMON NN 16" O.C. 2. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. 2. - HEEL JOINT CONNECTION ARE NOT REARED WHEN THE RIDGE IS SUPPORTED BY A LOADBEARING WALL ABLY TO SI PLA (S) CONNECTION 3. - TABULATED UPLIFT CONNECTION REQUIREMENTS ASSUME A ROOF AND CEILING ASSEMBLY DEAD LOAD OF HEADER, OR RIDGE BEAM DESIGNED TO ESIST THE APPLIED LOADS. ION. 9 psf(0.60 x 15 psf= 9 p,30. IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE TABULATED NUMBER OF NAILS SHALL BE INCREASED BY 3 - WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A T8d WOOD SHEATHTNG :+'•:. 1 NAIL AT EACH END OF THE STRAP. LOADBEARING WALL, THE TABULATED HEEL JOINT CONNECTiON REQUIREMENTS SHALL BE PERMITTED TO MMON NAILS ND OF STRAP -.L•.:: ? ' : . '." . .' •; r.r;•:•. TO BE REDUCED PROPORTIONALLY TO THE REDUCTION IN SPAN. PLATFORM BELOW 1 16d COMMON NAILS 616" O.C. OMMON NAILS 4. - MINIMUM ASTM A653 GRADE 33 STEEL STRAP. 4. - EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES. y �~ •�; "O.C.EDGE,&FiELD ••y I) II ( 00 5. - TABULATED HELL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF THE CEILING ITLocxrNo @ oo ASSEMBLY. 13NUWALL• °° 6. - TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEIUNG JOISTS OR RAFTER TiES ARE LOCATED AT THE BOTTOM OF THE ATTIC SPACE WHEN CEILING JOISTS OR RAFTER TIES ARE LOACTED HIGHER IN THE 3 TYPICAL SECTION 4 DETAILS I HOLD DOWN (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ATTIC SPACE NO ATTIC B STORAGE IS ASSUMED AND THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS C SHALL BE INCREASED BY THE FOLLOWING FACTORS: THREE SECOND GUST WIND SPEED 85 90 100 110 120 130 140 150 CFIINGHIE1CIiT eR/nr) us �N 'iN E°s" (mph) Crete. RAFTER / WALL HEIGHT NUMBER OF 8d COMMON NAILS or 10d BOX NAILS t � T T 1/4 1.31.b3 Cn CEILING JOIST (ft.) (TOENAILED) REQUIRED IN EACH RAFTER 1/5 1i 25 W a minimum specified compressive 2X4 CONTINUOUS SPACING AND OR CEILING JOIST W "SIMPSON"HDuS 1,2.3.4 1/10 1.11 table RR )2.2(1)Concrete subject LATERAL BRACE SHEARWALL SEG. DETAIL TYP. (in.) TO TO PLATE CONNECTION AT 6'O.C. 5 No'rE:ALL STRAPPING,ANCHORS,HOEDOWNS a NOTE: LATERAL DEFLECTION OF THE RAFTER BELOW THE RAFTER TiES MAY EXCEED 3/4 INCH WHEN RAFTER TIES idicated i table RR301.2(1) ADIEU srvEs ro BE IxsTALLED ns PER 12 8 ARE LOCATED ABOVE ONE-THIRD OF THE RIDGE HEIGHT, H ,RR WHEN H 16 GREATER THAN 2 FEET AND Q MANUT-ACTURERs SPECIFICATIONS.P 2 2 2 2 3 3 3 3 MAY REQUIRE ADDITIONAL CONSIDERATION. led as sp cifi d in table imun weig t fly ash,other pozzoland,siFcia HOEDOWN CONNECTION 2nd FLOOR to 2 2 2 2 3 3 3 3 W U is inciuide in concrete mixtures for garage floor TRUSS OR CEILING JOIST 6 16 8 2 2 3 3 3 4 4 4 = Z W rior porch s, arpot slabs,and steps that will 2-1odNAILs I) PLYWOOD SHEATHING 10 2 2 3 3 3 4 4 4 eU W 0 Z in ;ing chem cols shall not exceed the percentage 8d COMMON NAILS THREE SPEEDO GUST @ 6"O.C.F.DGE&FTF..T,D 24 8 3 3 4 4 5 5 5 5 MIND SPEED(mph) � � t0E 110 120 130 140 150 � W of ceme titi s materials.Materials used 10 3 3 4 4 5 5 5 6 STRUCTURAL SHEATHING 0 W p U .e and to ting there of shall comply with the _ SOL113 BLOCKING 1. - PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4 E F E F E F E F E F E F E F E F s listed i AC 318. in GABLE END TRUSS 2. - TABULATED CONNECTION REQUIREMENTS ASSUME A BUILDING LOCATED IN EXPOSURE B. SHEATHING LOCATION RAFTER/TRUSS SPACING , Z 0 w (inches,o.a) EIiBMUM NAB SPACING FOR I�COh!o0N)NNLS a 10d BOX NABS J W vents er itt d b ACI 318, cement Corr) I n HOLD DOWN 3. - WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOE-NAILS IN THE RAFTER P Y P YI g 5 d COOLER NAILS AND COUNG JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED. INTERIOR ZONE 12 U' 0 Q 8 12 8 12 0 12 B 12 8 12 8 12 8 12 8 12 is permitt d. AT5o.C. W W CD 2 GYP.BOAR � 4. - TO AVOID SPLITTING NO MORE THAN 2 TOE-NAILS SHALL BE INSTALLED IN EACH SDE OF A RAFTER OR 16 s 12 6 t2 s 1z s 12 6 tz a iz a iz s t2 CEILING JOIST WHEN i:ASTENED TO A 2 x 4 TOP PLATE OR 3 TOE-NAILS IN EACH SIDE WhIEN FASTENED TO W Q 00 2X4 BLOCK NAILED TO EACH TO A 2 x6 TOP PLATE. 19.2 ' f C\I .mun depth.. BRACE WITH 4-I Od NAILS All exterior footings and foundation 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 S d COOLER 24 8 12 s t2 6 12 6 12 8 12 8 12 6 12' 6 12 O 1d below he rost line specified In Table RR301.2(1)all @ , to-8d SHEARWALL SEG. DETAIL TYP. `:; PERIMETER ,z NATES 7'O.C. ` 6 12 6 12 E 12 6 12 6 12' 6 12' 6 6 6 6 z ill be place a least 12 inches (305mm) bellow the NAiLS 16 8 12 6 12 1 12 6 12' 6 6 6 6 6' 6' 6' 6' RIDGE TENSION STRAP RIDGE BOARD OR t92 : a a a a a a a 4 8 12 8 12 1 12 3 6 6 6 B 8 8 6 4 4 STRAP G.A. g8 RIDGE BEAM 24 8 12' 8 12 6 8 _ 6' 6a 6' 6' 6' e' 4tl 44 44NOTE: RAFTERGABLE ENOWAL RAKE or RAKE TRUSS with:te and n as foundation walls. I-SHEATHING AS PART OF SHEARWALL SEGMENT(SW.S.) LOOKOUT BLOCK 6 6 s' s' 4° s' e 6' 4 4 4' 4' - - - ENDWALL WHERE NOTED ON FLOOR PLAN,SHALL BE CONTINOUS FROM LOOOKKOUTT BBLLOCK RAKE ar RAKE TRUSS atthaut 6 a 8 6 d 6 6 8 6 8 6' 6' 6 all be sei Cte and constructed in accordace with STUDS SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. � � lis sectio or in accordance with ACI 318 or ACI �� 8d COMMON NAILS @ 6"O.C.EDGE&FIELD ® ITV_rF_a10R Zc l!UC: SHEATHING SIZE RAFiER/TRUSS SPACING NUMBER of caAMEN NAILS or Tod BOX NABS 2-HOLD DOWNS REQUIRED AT ALL 4 CORNERS OF STRUCTURE (mdlea,°'`) PER SUPPORT E02. Q DEAD LOAD ASSUMPTIONS: ROOF ASSEMBLY DL = 10 sf ,NE UNLESSOTHERWISENOTED. ® PER1_N4E'-rER ZONE THREE SECOND GUST WIND SPEED R inforcing steel shall meet 'the requirements (DICEILING BRACING GABLE END WALL 3-SEE CONSTRUCTION DETAIL 2(NAILING AND STRAPPING) 1x6 OR txe SHEATHING t2-t9.2 2 z 2 2 z 2 z 2 (mph) 85 90 1°° 110 120 130 140 150 1x10 LARGER SHEATHING 12-19.2 3 3 3 3 3 3 3 3 &DETAIL 4(HOLD DOWN&CONN). E-NAIL SPACING AT PANEL EDGES(in.) all A 617 0 7i ( The minimun yield strength Of (7Y-_ DGE ZONE ). ROOF PITCH ROOF SPAN NUMBER OF 8d COMMON NAILS or 10d BOX NAILS F-NAB.SPACING AT INTERMEDIATE SUPPORTS N THE PANEL FIELD(n.) all be 40, 00 psi (Grade 40) (276 MP3). Vertical (ft.) IN EACH END OF 1-1/4" STRAp,2,3,4,5,s,7 reinforce ent shall be place no closer t0 the i.- FOR ROOF SHEATHING WiNN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT < ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS I2I I 2'-0"O.C. I I 2'-0°O.C. ( 2,-T{ALL BE ABULATED 1122 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBuS WTH c Wall tha on,--half the wall thickness. Steel TABLE R301.6 1.49. FOR FRAMING MEMBERS WTH 0.42 ��.49,THE NAIL oundation wall shall have concrete cover in 12 1 1 2 2 2 3 3 4 SPACINGS SHAM BE REDUCED To 6 INCHES O.C. APPLICANT N o C 16 1 2 2 2 3 4 4 5 3.-TABULATED 6 INCH O.0 NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBEtS WTH G �.49. FOR FRAMING MEMBERS M1TN 0.42 �449,THE NAIL 318 STRUCTURAL MEMBER Al 10 FACINGS SHALL BE REDUCED TO 4 INCHES O.C. 0 0 0 3.12 20 2 2 2 3 4 4 5 6 4.-TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS 91TH G 1.49. FOR FRAMING MEMBERS NTH 0.42 4�.49.THE Na E RF., U R .MENTS: RAFTERS HAVING SLOPES GREATER THAN 3 / 12 WITH L / 180 24 2 2 3 3 4 5 6 7 SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 2'-o"D.C. 28 2 2 3 4 5 6 7 $ 5.-TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED M EXPOSURE B NO FINISHED CEILING ATTACHED TO RAFTERS I 2'-0°O.C. ( v2"O CARRIAGE BOLT(MIN.) 32 2 3 3 4 5 7 8 9 W/WASIiF..R&NUT(TYP.) 36 11 2 3 4 5 6 7 9 - 3ed lightingfitures.Men installed in the building envelope, INTERIOR WALLS & PARTITIONS H / 180 TYPICAL BOLT PATTERN FOR FLITCH PLATE is i i 2 2 2 3 3 4 THREE SECOND 65 90 100 110 120 130 140 150 loll meet ne of the following requirements: FLOORS AND PLASTERED CEILINGS L / 360 8 16 1 2 2 2 3 4 4 5 _7 WIND SPEED(mph) manufactured with no penetrations between theinside of they 4:12 24 2 2 2 3 3 4 5 6 STRUCTURAL SHEATHING :urs andc(ilin cavityand sealed askeetH�d to prevent air leakage ALL OTHER STRUCTURAL MEMBERS L / 240 NOTE: 28 2 2 3 3 4 5 6 7 g g a p g E F E F E F E - E F E F E F E F 32 2 2 3 4 4 5 6 7 DANIEL BURKO DESIGN LLC onditione sp ce. EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH L / 360 1. FOR GABLE ROOFS 10' TO 45' PITCHES. 36 2 2 3 4 5 6 7 8 SHEATHING LOCATION STUD SPACING 4 138 SOUTH 1ST STREET,SUITE 103 RIDGE PLATFORM FRAMING ONLY. MIHIIAUN NAIL SPACING FOR COMMON NMS a toe BOX NAILS )n-IC rat d, i stalled inside a sealed box: EXTERIOR WALLS - WIND LOADS a WITH BRITTLE FINISHES L 240 2. SEE FASTENING SCHEDULE A FOR NAIUNG 12 1 1 1 1 2 2 2 3 (Ind*%oc.) ��,°'•ae.) LINDENHURST,NY 11757 / 16 1 1 1 2 2 2 3 3 INTERIOR ZONE 12 (631)482-7858 IN EA. ZONE. 6 t2 8 t2 6 12 6 12 6 12 6 12 6 12 6 12 DANIELBURKO@GMAIL.COM from a inim n 0.5-inch-thick (12.7mrri) gypsum wallboard 20 1 1 2 2 2 3 3 4 16 6 12 6 12 11 12 8 12 6 12 6 12 6 12 6 12 ed from pr formed polymeric vapor barrier,or other EXTERIOR WALLS - WIND LOADS a WITH FLEXIBLE FINISHES L / 120 5:12 24 1 2 2 2 3 3 4 5 ed from manufactured for for this purpose, while maintaining �RR303.3 13athroom water closet compartment 28 1 2 2 3 3 4 5 5 24 6 12 6 12 8 12 6 12 6 12 6 12 6 12' 6 12 YP P g NOTE: L - SPAN LENGTH. H - SPAN HEIGHT and other similar rooms shall be provided with aggregate glazing area in windows 32 2 2 2 3 4 4 5 6 PERIMETER EDGE IatE 12 6 12 6 12 8 12 8 12 8 12 6 12 6 12 8 12 STRUCTURAL ENGINEER Trances of no less than 0.5 inch (12.7) from 36 2 2 3 3 4 5 6 7 S (76mm fro insulation material. of not less than 3 square feet (0.279 m2), 16 a a = THE WIND LOAD SHALL BE PERMITTED TO s tz s 12 6 12 a t2 a 12 s 12 s 12 s tz one-half of which must be o enable. 12 1 1 1 1 2 2 2 2 BE TAKEN AS 0.7 TIMES THE COMPONENT AND 16 1 1 1 2 2 2 3 3 24 6 t2 6 12 s 12 s 12 s 12' 6 12 s 12' s 12 CLADDING LOADS FOR THE PURPOSE OF THE 20 1 1 2 2 2 3 3 4 i, in acco dan a with ASTM E 283 no more than 2.0 cubic DETERMINING DEFLECTION LIMITS HEREIN. EXCEPTION: The glazed areas shall not be 6:12 24 1 1 2 2 3 3 4 4 BOARD SHEATHING or LAP SIDING ute (cfm) (0.944 L/s) air movement from the conditioned required where artificial light and a machanical 28 1 2 2 2 3 4 4 5 SHEATHING SIZE RAFiER/1RUSS SPACING NUMBER OF Ed COMMON NAILS or 10d BOX NAILS ventilation system area provided. the minimum 32 2 2 2 3 3 4 5 5 (inches,oe.) PER SUPPORT ceiling Vit .The lighting fixture shall be tested at ventilation rates shall be 50 cfmi�23.6L/s) for 36 2 2 2 3 4 4 5 6 Pa res urs difference and shall be labeled. TOP PLATE SPLICE REQUIREMENTS intermittent ventilation air from t e space 1x6 OR 1x6 SHEATHING 12-24 2 2 2 2 2 2 2 2 P FOR WIND EXPOSURES B&C ATTIC SPACE. shall be exhausted direct) to the outside. y 16 1 1 1 2 2 2 2 3 1x10 LARGER SHEATHING 12-24 3 3 J 3 3 3 3 3 ONE STORY SLAB ON GRADE 20 1 1 2 2 2 3 3 3 E-NAB_SPACING AT PANEL EDGES(in.) RR303-6 Stairway illumination- All interior 7'12 - 12'12 BUILDING MIN.SPLICE § 28 1 2 2 2 3 3 4 4 F-NAB.SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(in.) PACIFIED ENGINEERING,PE TABLE 402.2 and exterior stairways shall be provided with 700 LAKELAND AVENUE,SUITE 2B DIMENSION LENGTH a means to illuminate the stairs, inclu6ng 32 2 2 2 3 3 4 4 5 1.- FOR WALL SHEATHING WTHHN 4 FEET OF THE CORNERS,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. BOHEMIA,NY 3P ECI E OM PRESSI VE STREN GH T OF CONCRETE TOP PLATE.,SPLICE.,LENGTH the landings and treads. Interior starwayrs 36 2 2 2 3 3 4 5 6 2.-TABULATED 12 INCH O.C.NAIL SPACING ASSIBAES SHEATHING ATTACHED STUD FRAMING MEMBERS WTH G X49, FOR FRAMING MEMBERS NTH 0.42 -416.49,THE NAIL SPACINGS SHALL 631-988-0000 121-0-1 21-011 BLOCKING 2 BAYS shall be capable of Illuminating tread and BE REDUCED TO 6 INCHES O.C. P 9 1. - TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE A MULTIPLIED BY 0.70 FOR FRAMING 16'-0" Y-0" BACK @ 4'-0"O.C. landings to levels not less than 10 foot NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS 3 FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED 1D BE SUBSRNIED FOR COMMON NAILS 4.-TABULATED NNL SPACINGS ASSUME A BIIEIBNC LOCATED N EXPOSJRE 8 MINIMUM ( ) 2. - TABULATED RIDGE CONNEC110N LOADS ASSUME A BUILDING LOCATED IN EXPOSURE B. 20'-0" 4'-0" candles 108 ix measured at the center of -� Z LOCATIONS OF 24'-0" 41-011 treads and landings. Exterior stairways 3. - TABULATED CONNECTION EQUIREMENTS ARE BASED ON TOTAL UPLIFT MINUS 0.6 OF THE ROOF ASSEMBLY COMPRESSIVE STRENGTH A fC a shall be provided with an artificial light TE CO S RUCTION 281-0115 -0 a source located in the inmediate vicinity 4. -DTABULATED(coNNEC110N1REIREMENTS ARE BASED ON A 12 INCH RIDGE STRAP SPACING FOR DIFFERENT is �� Weahering potentialb 32'-0" 6'-0" QWITH FINISHED CEILING ATTACHED TO RAFTERS L 1 RIDGE STRAP SPACING, MUIR LY THE TABULATED VALUES BY THE APPROPRIATE MULTIPLIER BELOW: � @ PAC/�c� '} 36'-0" 7'-0" � of the top landing of the stairway. 40'-0" 81-01. SECOND FLOOR. Exterior stairway providing access INTERIOR WALLS AND PARTITIONS H/180 -- from the outside grade level shall be provided RIDGE STRAP SPACING (tn.) 12 16 19.2 24 46 50'-0" 10'-0" with an artificial light source located in the MULTIPLIER 1.00 1.33 1.60 2.00 4.00 FLOORS L/360 lit 60'-0" 12'-0" W immediate vicinity of the bottom landing C 3H, foundations and other 5. - WHEN THE TABULATED NUMBER OF NAILS REpUIRED IN EACH END OF THE STRAP IS EOTAL TO 1 AND THE CEIUNGS WITH BRITTLE FINISHES (INCLUDING L/360 --- - I, w 2,500 2,500 2,500c 70"-0" 14'-°" of the stairway. FRAMING IS ATTACHED IN ACCORDANCE WITH TABLE 3.1, THE RIDGE STRAP AND ADDITIONAL NAIUNG IS PLASTER and STUCCO) t exposed t the weather 80'-0" 16'-OF' NOT REQUIRED. EXCEPTION: An artificial light source Is not required CEILINGS WITH FLEXIBLE FINISHES (INCLUDING fi abs and interior slabs on at the to and bottom landing, provided an 6. - WHEN A COLLAR 11E IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED GYPSUM BOARD) L/240 cf• Ft garag floor slabs 2,500 2,500 2,500c BLOCKING2BAYS p IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUMBER OF 8d COMMON NAILS IN A artificial light source is located directly lover STEEL STRAP OR THE NUMBER OF 12d BOX NAILS IN EACH END OF THE COLLAR TiE NEED NOT EXCEED THE ALL OTHER STRUCTURAL MEMBERS L 240 BACK @ 4'-0"O.C. each stairway section. TABULATED DUMBER OF 10d BOX NAILS IN A STEEL STRAP. / �,�Iop TOP PLATE SPLICE REQUIREMENTS 7. - 1-1/4'20 GAGE RIDGE STRAP SHALL BE OF ASTM A653 GRADE 33 STEEL OR EQUIVALENT. EXTERIOR WALLS - WIND LOADS GWITH PLASTER H/360 ESSti all, foundation wall, exterior wall FOR WIND EXPOSURES B&C OR STUCCO FINISH PROFESSIONAL SEAL :rtical c nc ete work exposed 2,500 3,000d 3,000d ALL OTHER CASES 1 - TABULATED SPLICE LENGTHS ASSUME TOP PLATE- EXTERIOR WALLS - WIND LOADS °WITH OTHER BRITTLE FINISHES H/240 APPLICATION NUMBER Ter. TO - TOP PLATE CONNECTIONS USING 2 - 16D NAILS PER FT. BUILDING MIN.SPLICE FOR SHORTER SPLICE LENGTHS, THE NAILS SPACING FIRST FLOOR. EXTERIOR WALLS - WIND LOADS °WITH FLEXIBLE FINISHES H/1204 ------ port slabs and steps DIMENSION LENGTH SHALL BE REDUCED IN ORDER TO PROVIDE EQUIVALENT LINTELS SUPPORTING MASONRY VENEER WALLS e L/600 the weather,and garage 2,500 3,000d,s 3,500d,e NUMBER OF NAILS. JOB NUMBER S. 121-011 Y-0" 2 - TABULATED SPLICE LENGTH ASSUME A BUILDING NOTE: L E SPAN LENGTH, H = SPAN HEIGHT 2018 RESIDENTIAL 16'-0" 4'-0" LOCATED IN EXPOSURE (B). A.FOR THE PURPOSE OF iNE DETERMINING DEFLECTION LIMITS HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TiMES THE COMPONENT AND CLADDING (ASD)LOADS OBTAINED FROM TABLE R301.2(2). DATE r square i ch 6.895 KPA. 20'-0' - 02-27-20 241-011 6'-0" 3 - TABULATED SPLICE LENGTHS ARE BASED ON 8 FT. B. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 28'-0" 7'-0" WALL HEAIGHTS FOR OTHER WALL HEIGHTS, (H) BLOCKING 2 BAYS .2(l) for eat erin potential. 32'-0" g'_0 THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BACK @ 4'-0"O.C. C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS ( ) g P BY H/8. OR PATIO COVERS, NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE TOTAL LOAD se locations t at may be subject to freezing and 36'-0" 91-011 DEFLECTION SHALL NOT EXCEED L/60. FOR CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L 175 FOR EACH )nstructio shAl be air-entrained in accordance 50'-O" 131-011 4 - TOP PLATES SHALL BE MINIMUM OF STUD GRADE MATERIAL. n Ace I 11 �4 1 pan CAD TUC CEITDC I Mr'TU nC TUC LEADED UU11"MIA-D IC U/ CTDIAIMIFIT CAD 60'-0" 16'-0" 9 SPLICING OF TOP PLATE BLOCKING AT ENDWALL air entr ins .Total air content ercent b volume 70"-0" 191-011 r LOW-RISE RESIDENTIAL COMPLIANCE PATH SECTION M1601 .4 - DUCT INSTALLATION SECTION R402.4-AIR LEAKAGE. (MANDATORY) COMPLIANCE PATH M1601.4.1 JOINTS, SEAMS AND CONNECTIONS. LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN METALLIC R402.4 AIR LEAKAGE (MANDATORY). THE BUILDING THERMAL ENVELOPE SHALL BE=)tMS'fEf ED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH AND NONMETALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND R402.4.4. FLEXIBLE AND NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDARDS. JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS,AND 02 (R402) BUILDING MANDATORY + TOTAL UA ALTERNATIVE ALLOW BUILDING THERMAL ENVELOPE. THE BUILDING THERMAL ENVELOPE SHALL COMPLY WITH SECTIONS R402.4a1.1 AND R402.4.1.2. THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL THERMAL ENVELOPE CONNECTIONS IN DUCTWORK SHALL BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), MASTICPLUS- OW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. EMBEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR TAPES. TAPES AND MASTICS USED TO SEAL FIBROUS GLASS DUCTWORK SHALL R402.4.1.1 INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS SECTION R403.3 - SYSTEMS (MANDATORY) BE LISTED AND LABELED IN ACCORDANCE WITH UL 181A AND SHALL BE MARKED "181A-P" FOR PRESSURE-SENSITIVE TAPE, "181 AM" AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION. WHERE REQUIRED BY THE CODE OFFICIAL,AN APPROVED THIRD PARTY SHALL INSPECT ALL D CTS AND AIR HANDLERS SHALL BE IN ACCORDANCE WITH SECTIONSR403.3.1 THROUGH FOR MASTIC OR 181 A-H FOR HEAT-SENSITIVE TAPE, COMPONENTS AND VERIFY COMPLIANCE. DUCT CONNECTIONS TO FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND MECHANICALLY FASTENED. � R 03.3.5. R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE z CRIMP JOINTS FOR ROUND METALLIC DUCTS SHALL HAVE A CONTACT LAP OF NOT LESS THAN 1 INCH (25 MM)AND SHALL BE 0 R403.1 CONTROLS (MANDATORY). CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY.A LU A LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING MECHANICALLY FASTENED BY MEANS OF NOT LESS THAN THREE SHEET-METAL SCREWS OR RIVETS EQUALLY SPACED AROUND THE JOINT. WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER SYSTEM. TAPES AND MASTICS USED TO SEAL METALLIC AND NONMETALLIC FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS SHALL COMPLY CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1), OPERABLE WINDOWS AND DOORS co U) R403.1.1 PROGRAMMABLE THERMOSTAT. WITH UL 181B AND SHALL BE MARKED "181 B-FX" FOR PRESSURE-SENSITIVE TAPE OR"181 BM" FOR MASTIC. FITTINGS USED IN MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. W T E THERMOSTAT CONTROLLING THE PRIMARY HEATING OR COOLING SYSTEM OF THE COMBINATION WITH FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL HAVE A FLANGE LENGTH OF NOT LESS THAN 2 INCHES (51 MM) FOR DURING TESTING: O CONNECTION OF THE FLEXIBLE DUCT. FLEXIBLE DUCT INNER CORES SHALL BE INSTALLED NOT LESS THAN 1" 25MM ONTO THE FITTING PRIOR > DWELLING UNIT SHALL BE CAPABLE OF CONTROLLING THE HEATING AND COOLING SYSTEM ON ( ) 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER INFILTRATION CONTROL w A DAILY SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE SET POINTS AT DIFFERENT TIMES TO TAPING AND APPLICATION OF THE MECHANICAL FASTENER. MASTIC SHALL BE APPLIED IN ACCORDANCE WITH THE MASTIC MEASURES; 0 THE DAY.THIS THERMOSTAT SHALL INCLUDE THE CAPABILITY TO SET BACK OR MANUFACTURER'S INSTALLATION INSTRUCTIONS PRIOR TO PULLING THE INNER CORE ONTO THE FITTING AND APPLYING THE MECHANICAL 2, DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES; TEMPORARILY OPERATE THE SYSTEM TO MAINTAINZONE TEMPERATURES DOWN TO 55°F (13°C) FASTENER. NONMETALLIC MECHANICAL FASTENERS FOR USE WITH FLEXIBLE NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 181B AND 0 UP TO 85°F (29°C). THE THERMOSTAT SHALL INITIALLY BE PROGRAMMED BY THE e, SHALL BE MARKED 181 B-C.WHERE NONMETALLIC MECHANICAL FASTENERS ARE USED, THE FITTINGS SHALL BE BEADED.THE 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN,ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN; Q MANUFACTURER WITH A HEATING TEMPERATURE SET POINT NO HIGHER THAN 70-F (21-C)AND A OOLING TEMPERATURE SET POINT NO LOWER THAN 787 (26°C). INSULATION AND OUTER VAPOR BARRIER OF FLEXIBLE DUCTS SHALL BE SEALED TO THE FITTING USING 2 WRAPS OF APPROVED DUCT TAPE OR 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED; 0 R 03.1.2 HEAT PUMP SUPPLEMENTARY HEAT(MANDATORY). A MECHANICAL FASTENER IN PLACE OF, OR IN CONJUNCTION WITH, THE TAPE. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF; AND Z HEAT PUMPS HAVING SUPPLEMENTARY ELECTRIC-RESISTANCE HEAT SHALL HAVE CONTROLS CLOSURE SYSTEMS USED TO SEAL ALL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS' INSTRUCTIONS. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. TIIAT, EXCEPT DURING DEFROST, PREVENT SUPPLEMENTAL HEAT OPERATION WHEN THE HEAT EXCEPTIONS: EXCEPTIONS:1.ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA.2.ADDITIONS TESTED WITH THE EXISTNG HOME HAVING A COMBINED MAXIMUM AIR LEAKAGE RATE OF 7 AIR P1JMP COMPRESSOR CAN MEET THE HEATING LOAD. 1. SPRAY POLYURETHANE FOAM SHALL BE PERMITTED TO BE APPLIED WITHOUT ADDITIONAL JOINT SEALS. CHANGES PER HOUR. TO QUALIFY FOR THIS EXCEPTION THE DATE OF CONSTRUCTION OF THE EXISTING HOUSE MUST BE PRICK TO THE 2009 WASHINGTON STATE ENERGY CODE.R402.4.2 FIREPLACES. R403.3.2 SEALING (MANDATORY). 2. WHERE A DUCT CONNECTION IS MADE THAT IS PARTIALLY INACCESSIBLE, THREE SCREWS OR RIVETS SHALL BE NEW WOOD-BURNING FIREPLACES SHALL HAVE TIGHT-FITTING FLUE DAMPERS OR DOORS,AND OUTDOOR COMBUSTION AIR. WiEN USING TIGHT-FITTING DOORS ON FACTORY-BUILT FIREPLACES LISTED D CTS,AIR HANDLERS AND FILTER BOXES SHALL BE SEALED. JOINTS AND SEAMS SHALL EQUALLY SPACED ON THE EXPOSED PORTION OF THE JOINT SO AS TO PREVENT A HINGE EFFECT. AND LABELED IN ACCORDANCE WITH UL 127, THE DOORS SHALL BE TESTED AND LISTED FOR THE FIREPLACE. WHERE USING TIGHT-FITTING DOORS ON MASONRY FIREPLACES, THE DOORS SHALL BE COMPLY WITH EITHER THEINTERNATIONAL MECHANICAL CODEOR INTERNATIONAL 3. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER COLUMN (500 PA), LISTED AND LABELED IN ACCORDANCE WITH UL 907. R SIDENTIAL CODE, AS APPLICABLE. ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR CONTINUOUSLY WELDED JOINTS AND SEAMS AND R402.4.3 AIR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF N0 MORE THAN 0.3 CFM PER SQUARE FOOT(1.5 L/S/M2), AND E CEPTIONS: LOCKING-TYPE JOINTS AND SEAMS OF OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT(2.6 LIS/M2), WHEN TESTED ACCORDING TO NFRC 400 OR AAMAIWDMA/CSA I Ol/I.S.2/A440 BY AN ACCREDITED, INDEPENDENT LABORATORY 1. IR-IMPERMEABLE SPRAY FOAM PRODUCTS SHALL BE PERMITTED TO BE APPLIED WITHOUT M1601.4.3.1 SUPPORT FLEXIBLE AIR DUCTS AND AIR CONNECTORS SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 4 FEET AND LISTED AND LABELED BY THE MANUFACTURER. ADDITIONAL JOINT SEALS. (1219MM)WHERE INSTALLED HORIZONTALLY AND 6 FEET (1829MM)WHERE INSTALLED AS VERTICAL RISERS AND SHALL BE INSTALLED IN EXCEPTIONS:1. FIELD-FABRICATED FENESTRATION PRODUCTS (WINDOWS, SKYLIGHTS AND DOORS).2. CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS PROVIDED W 2. FOR DUCTS HAVING A STATIC PRESSURE CLASSIFICATION OF LESS THAN 2 INCHES OF WATER ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE ADC FLEXIBLE DUCT PERFORMANCE & INSTALLATION THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, OPERABLE WINDOWS AND W STANDARDS. SUPPORTS SHALL BE NOT LESS THAN 1.5 INCHES 38MM) IN WIDTH AND THE SAG BETWEEN SUPPORTS SHALL NOT EXCEED DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST.R402.4.4 COMBUSTION AIR OPENINGS. IN CLIMATE ZONES 3 THROUGH 8, C LUMN (500 PA), ADDITIONAL CLOSURE SYSTEMS SHALL NOT BE REQUIRED FOR ( WHERE OPEN COMBUSTION AIR DUCTS PROVIDE COMBUSTION AIR TO OPEN COMBUSTION, SPACE CONDITIONING FUEL BURNING APPLIANCES, THE APPLIANCES AND COMBUSTION AIR OPENINGS SHALL 0 W W OTHER THAN THE SNAP-LOCK AND BUTTON-LOCK TYPES. C NTINUOUSLY WELDED JOINTS AND SEAMS,AND LOCKING-TYPE JOINTS AND SEAMS OF 112" (13MM) PER FOOT OF DUCT LENGTH BETWEEN SUPPORTS. BE LOCATED OUTSIDE OF THE BUILDING THERMAL ENVELOPE, OR ENCLOSED IN A ROOM ISOLATED FROM INSIDE THE THERMAL ENVELOPE. SUCH ROOMS SHALL BE SEALED AND INSULATED IN z z W >- ACCORDANCE WITH THE ENVELOPE REQUIREMENTS OF TABLE R402.1.1, WHERE THE WALLS, FLOORS AND CEILINGS SHALL MEET THE MINIMUM OF THE BELOW-GRADE WALL R-VALUE REQUIREMENT.THE z o w R z 03.3.2.1 SEALED AIR HANDLER. SECTION R403.4 MECHANICAL SYSTEM PIPING INSULATION(MANDATORY). DOOR INTO THE ROOM SHALL BE FULLY GASKETED AND ANY WATER LINES AND DUCTS IN THE ROOM INSULATED IN ACCORDANCE WITH SECTION R403. THE COMBUSTION AIR DUCT SHALL BE INSULATED 0 (n J Y Al HANDLERS SHALL HAVE A MANUFACTURER S DESIGNATION FOR AN AIR LEAKAGE OF NO MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING FLUIDS ABOVE 105°F (41°C) OR BELOW 55°F(13°C) SHALL BE INSULATED TO A MINIMUM OF R-3. WHERE IT PASSES THROUGH CONDITIONED SPACE TO A MINIMUM OF R-8. W 2: MORE THAN 2 PERCENT OF THE DESIGN AIR FLOW RATE WHEN TESTED IN ACCORDANCE WITH R403.4.1 PROTECTION OF PIPING INSULATION. Q O °- L EXCEPTIONSA. DIRECT VENT APPLIANCES WITH BOTH INTAKE AND EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE.2. FIREPLACES AND STOVES COMPLYING WITH SECTION R40,2.4.2 AND _I ,j W A HRAE 193. PIPING INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM DAMAGE INCLUDING THAT CAUSED BY SUNLIGHT MOISTURE EQU00ENT SECTION R1006 OF THE INTERNATIONAL RESIDENTIAL CODE.R402.4.5 RECESSED LIGHTING, RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL BE TYPE IC-RATED AND D CD 0 Q R40313 DUCT TESTING (MAN[?ATORY). MAINTENANCE AND WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL.ADHESIVE CERTIFIED UNDER ASTM E283 AS HAVING AN AIR LEAKAGE RATE NOT MORE THAN 2.0 CFM (0.944 L/S)WHEN TESTED AT A 1.57 PSF (75 PA) PRESSURE DIFFERENTIAL AND SHALL HAVE A LABEL ATTACHED O7 2000 � D CTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING TAPE SHALL NOT BE PERMITTED. SHOWING COMPLIANCE WITH THIS TEST METHOD.ALL RECESSED LUMINAIRES SHALL BE SEALED WITH A GASKET OR CAULK BETWEEN THE HOUSING AND THE INTERIOR WALL OR CEILING COVERING z o N METHODS: 09-P 111 1. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 INCH W.G. 25 PA ACROSS THE SYSTEM, ( ) INCLUDING THE MANUFACTURER S AIR HANDLER __- .F ; #I �a , I , ,�gl:°,�, # I y • bn ENCLOSURE IF INSTALLED AT'THE TIME OF THE'TEST.ALL REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURINGTHE TEST. 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A PRESSURE DI=FERENTIAL OF 0.1 INCH W.G. (25 PA)ACROSS THE ENTIRE SYSTEM, INCLUDING THE Q b"1aI dryw, ' MANUFACTURER S AIR HANDLER ENCLOSURE. REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE TEST. 1i"" �1I Gt�lk,ed. lUIt . *ate ' _ �.q• " �„ ,S • ;1 t O EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED WHERE THE DUCTS AND AIR cr mis-�t�'� d to trip plate `�� I( ` � °"„� 5 . '_ �a `� °' �- ' '`` �� �=`F'� �)R�f °°r ° '� E�,'� �^ � � Ra is � tP° f. ,v e � APPLICANT HANDLERS ARE LOCATED ENTIRELY WITHIN THE BUILDING THERMAL ENVELOPE. " fir•• »•• r. A NRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY ..-Aulkc ; ; - E`y 1 f r�i '�I.71n z. lued CONDUCTING THE TEST AND PROVIDED TO THEiCODE OFFICIAL. oke 11 ''' ` R 03.3.4 DUCT LEAKAGE (PRESCRIPTIVE). I ; E " THE TOTAL LEAKAGE OF THE DUCTS WHERE MEASURED IN ACCORDANCE WITHSECTION P ttom pl#W4 cmilk d orpq R403.3.3, SHALL BE AS FOLLOWS: ( CIn ske tart to s-oflocts e $ DANIEL BURKO DESIGN LLC l c _.............. .. x�' 9 F ` . ..,� 138 SOUTH 1ST STREET,SUITE 103 1. ROUGH-IN TEST: THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER -- � - --� - - ,� . .� 4 s ' e I� LINDENHURST,NY 11757 M NUTE (113.3 L/MIN) PER 100 7858 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA WHERE `�ub"l r gluDd, Caul �d r �3 t� .r°- �fy . °I _ ,d_, (6URKO GM ' I t' IDANIELBURKO@GMAIL.COM THE AIR HANDLER IS INSTALLED AT THE TIME OF THE TEST.WHERE THE AIR HANDLER IS NOT lit lo rim joist,"riTv, closure INSTALLED AT THE TIME OF THE TEST, THE TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 3 UBIC FEET PER MINUTE (85 L/MIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR Rim joys}t=`rim closure caulked or � ���� ��"- � -V � l � I STRUCTURAL ENGINEER AREA. I ,. askeled to top plates [' 2. POSTCONSTRUCTION TEST: TOTAL LEAKAGE SHALL BE LESS THAN OR EQUAL TO 4 CUBIC FEET PER MINUTE (113.3 LIMIN) PER 100 SQUARE FEET(9.29 M2)OF CONDITIONED FLOOR AREA. {r "dl CO3�11� , t1r �M:r� Or q n,'*n l Pd to tol�`�t t F" � R403.3.5 BUILDING CAVITIES (MANDATORY). A. _ 1 BIJILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. PACIFICO ENGINEERING,PE 700 LAKELAND AVENUE,SUITE 2B BOHEMIA,NY 631-988-0000 41 h IL trot 571 9 �; ±'� ef" �� {,�5 S iE�+'�J' Dry�Ri nll minket, c 1wed, r AGI �� +a° t mss.., 6_ "; 6 'f'r Irl .t► „ .t�1 '"� �n�r�� ©*p moo^« � ' cc �'nitonl Into caulkad car O ORrl 1� € F 0C z )7 1 ub1lo r glued. caulked or gaskete e ` " rg I)'' eiIt ' F PROFE Su AL SEAL }r ett 1i�¢ 'it^ i^ 0'--'-, t� � APPLICATION NUMBER t }}° �„„ S e t xC ! e 1.t f"t �`sa„� JOB NUMBER O f�i ,� C lei sIII pial . r re ,� AI 2018 RESIDENTIAL y �,�m.--yy r+} 1.k.. h# ��a 4 , b 4•«x $ . • .._.;� . ...., a'e{ r a,.� s DATE 4 4,1110 i 02-27-20 �tl'. t,�l;_rtc s tailo over Silk :° Client: Sam D1Meglio BORING LOG 'I Project: Etta-ilG Boring No. SB-i _.........w-�-. _.._..__........_........___.... .._ . .... .. .,._. _ _ ------ .,_ 3 7 t Preliminary Helical Me Capacity Calcula Cions � 1 f € i.. Address: 2280 Doop dole Drive,Mattituck,NY tugs: i of 1 - , B NC B060604P28 Prole':#Name. DIMegIIoi Drilling Stnrt Dole! 07/0212019 9:30 Baring Depth(R); 27,q -PA ! t3ESCRIPTICN GTY, P ed Number. U)DriltinUEndDate' 0710212018 1 A5 BorirQ Diameter(in): 325 ° E° t 1 RRA, rFt 3 Prtled Address: 228£ Deep i- Drive b. Drii>inrl leery Sampling Sarnng fotettstld(s)- Split Spoon ± ., O .. 14�t�'Itltt�,.NY 11962Z Urging Meftd: Direct Push DT W Dur�r+i}10111ing(ftg 4,0 ; DrGth,p EGtrflxnenc: Geoprobe anvna4+srOnfling(rt): (, pate: Tue Doc 112018 13:13:68 C3f4�t. 61010(CST) _ D D '-- W :St?IL,I54RING DATA j weter Leve#et 4 Feet QUIRED LOADS(Alltrwable):::_J_ [1 cm] Cn Dri',ter Carlos Hernandez Ground SvrNes Etev.('t)' ApirimAmataly 5.6ft a: . ..... . ....... .. .,.. _..._ �-- W Be ?9,�Q�__ .'[ . . Unit F Required Com resslon Load; 32 Idpt3 cn Logged By: Albert}fire Loce,tion(X°�: ?2.509444 40.987222 ( __._-....,.,...__- rfction p _ f Dry I Weight Angle Required Tenn Lead: 0 kips : W ...-.._. p (pet? A Ca7LL.EGT , (OI 0 ao Type'Hetic al Pile Diagram _......_. (Fc} (dr39rees) Rerp i� utrt�d L.aRR#araf Loect. 0 fops,0 ft @Ctk3nl�tC b- 19 -_ v J � I Z� � �' I 102.8 0 31. ..._.__. _ __.....--_-_..._-- 2.471 c _ saatUttOClfvrSLIALDESCItl"JON r20MAr#t5 _ 20 SAND 102.8 0 $1. ►G HELP a+AI.I IL } 11=1C U A`T C�h+l_� I > _ : _...__..-..._._ __.._. __. _ __._ - r .. ndrn N tu LL mQ �, ;' 2.875"O.D.PI 0.276"wall) s r E W Z- 21 SAND 102.8 0 31.96 �( ' 1` 22 SAND 93.2 0 28,24 extension shat!to a depth of 44.5 lest,followed I by a 2.875'O.D.Pipe(0.276"1 E 0 i 23 FWD 93.2 0 2&24 lead shaft to a depth of 50 feet with a batter t' E 1. (U)s L7(ML);Ott.rw,sll,dark Woum ?= 24 SAND 93.2 0 2$.24 angle of 0 degrees. The pile Is afted to the 25 SAND 93.E 0 28.24 W st$UCturT�Uslrip B N t?4t'213 Dralc�cet: , Q I 26 SD 932 0 28.24 ANHOMO-: NQrTcs C _--- - c p t3roundwzller elova ton encountered 3, ' u"AI+IO 93.2 0 28.24 (�f�lf]C 8; None apprrsxama!raty 4.5 R be'nu!grade _.._. -.. ..----- O I . 28 NAND 932 0 28,24 y I 1a7:t0 S 1.00 1q around 34 rarn{tow lid.-5.30 am) � .• Helbt�......._14.Int'�+ss_.......__.__iacatascl at..__.._.41.f�tt..... Z (i7 Nett graded SAND(SW}:saturated.tan-brown `: 29 SAND 53.2 0 28.24 Hetb�8,.a 141nches__ located at we 44.5 feet_ E I! 30 BAND 93.2 0 28.24 alb(2: 12 Inches Idled of _ 47.5 feet 31 SANG 53.2 0 28.24 Helix 1: 10 Inches Weed at 50 ftp I 132 SAND $32 0 28.24 3 sfr 2 30 s33 SAND 932 0 28.24 ETY.... RS APPLIED _..... - i (10°}Peony gradaa SAND(5P);verykmor,saturnted, Compression: "� Tension: :2 H ¢ -" 1 ii 34 BAND 83.2 0 28.24 - Tai 1 35 SAND 53.2 0 28.24 Laststal: 2 Budding: 2 ' - 36 SAND 532 0 28.24 --- - - �- - - INSTALLATION CONCEPT (OF PIPE CAP,DETAIL i 37 SAND CALCULATION RESULTS r b.00in 15cTT3] ....... .._.. .._...... It tI 1 it 15- ,z as 4 t,ts� 15 15 I 932 0 2$.24 Ulpmate Bean Ca (35')PoodygraacdSAND(stb);veryloose,aat„rat�a. 38 SAND 93.2 0 213,24 64.1 kf > t34kt PASS ----} r Tan _ 39 �" +IIS 83 2 0 24 Vldmate Tension Caps t' g I (313.5")Logi CLAY(Cts;m6ditnw plasl:dry nred urn ! 40 SAND 93.2 0 28.24 NOTES: I 7 Still,moist.Onrp !: 60.7 Idps > 0 kips PASS a (37)P�rty aeaSAND(sP);t ,wwas. aj 41 SAND =M 832 0 2824 M IacatCompr+"OmCapeftofShalL 1. GALVANIZED MATERIAL PER AST,'�,A A123. FOR BLACK ADD SUFFIX "U"AFTER THE CAT. NO. - 01:14 2 e. 16 Tan far grr za a 42 SAND 93,2 0 28.24 90 Idpa > 64 kips PASS Cn gQW)Silly SAND(SM).semeV1loose.wet,Tan i 43 SAND 93.2 0 28.24 MtBdter}IC81T9ttSltxiG�tlr3t3dtY4f'�'f18ft: 2. MATERIAL SPECIFICATION. s120.5'}vrteli-gradedBAND(SW),mase,satire ted. I 44 SAND 932 0 28.'24 TOP PLATE- PER ASTM A-:36 z ! La s Tan F 90 kips 0 kips PJ48.'r3 CASTING - STEED PER ASTM/1 A458, 5C 1045 GRADE 40/$0. Q L (21°5't 4t'elf•trredgd MVEL wit,sand(OVA some a +� � � ... 93 2 0 2824 Required� r Lateral k line-coarse pained ravel,some medlum•coarse j 4B SAND $32 0 28.24 6.0(Tin l c rrt r ----� W I}1 r ..: g` - r i; 5t}feet > 0 foet PASS 3. RATING: �- U > �'- 01-,45 2 0.90 4 sand,loose,seturarart,Tan " 11 47 SAND 0'32 0 28.24 Bend) S flat Ce Ft7R P28 PIPE PILES, 2.$75" CO.D.SCH.4015 RATED AT A MAXIMUM CCJMPRESSICON Z W r� z (z5)s txsANa(stwt) n+osuyrnem?rhumgrolnrd t 48 SAND 93.2 0 28.24 LOAD OF 60 KIPS 266 kN 30 YIPS 133 kN ALLOWABLE) r.��>.,,, r7r °, W } . to 2 swid.I file silt,kfoise,saturated,7an•txtrwn 4.8 ft-Ides 0 ft-klpz3 PASS l ] §_ Q Z 49 SANS 93,2 0 28.2 FOR P28H PIPE PILES, 2,875' Q.D.S H 80 IS RATED AT A MAXIMUM COMPRESSION I NCB060604P28 Z W Y 1 (25.5}txYetl•grndadGRAVELwi ,nand{f711Y);lIpMN 8uddingStrer +: LOAD OF 72 KIPS 1320 kN] (36 KIPS [160 kN] ALLOWABLE). , - "'.;�r w cn ^ _� 90 fdps > 134 fdps PASS . ". , W Q U fine-«,areata grrytned grnwr+i,lsrmn coarse;sand,ac a", 60 SAND - � 932 0 28,24 ,a.r ,:,•�: I THIS RATING IS VALID ONLYIF THE PIER CAP DETAIL HAS SEEN DESIGNED _ " ,---.. . &. � � ...IE '' SHEET 1 � 1 Of 1 rY = � (26.S -pt 51 SAND 93.2 0 28.24 T uas Ca set ort fCt=9 : TO ENSURE ADEQUATE LOAD TRANSFER FROM REINFCORCED CONCRETE � _. .......... W F- {26.5}Weal-Load d GRAVEL w12+wind(GM;ecr eas 0 " /� C _ ftnr<-sx area pra,nee gxavr<i,soma meda,m•ccarsaa 1„.........._........_... ....................................... NOTES $OODltlbs > 7100ft4be PASS A F(OUND/\TION TO SCREW PIERe AND IN ACCORDANCE WITH EXISTING " ,,,l,.r !`"' ft,:,;: A W � W I;ThIs heflc l_P, conf�ura8on Is bases!on industry standard LOCAL CGDE REQUIREMENTS AND/OR ESTABLISHED LOCAL PRACTICES. -� W 82ntt.toose.s0ttrrAt t,Tan I a lgn m ltagles. lfyOtlrpnD]e+ requires ICC-ES AG 358 CATALOG_NUMBERS ttil;iirs� �Ii�? I �tfi�+� ti�sr�s NEW CONSTRUCTION BRACKET Z � 0 (z7'}Borir,gtemvnatl'd - Item Description - -- ID# r!. HAR©WARE: FLEX HEAD B{ LT WITH JAIw1 NUT. W 1!evatLmWpm duct,please c orate d MacLean Dixie at ____..._._...,_.... ._.. __ �_..-_._._ _._ ! ! ago Sradwit NC pn 27 A11 infc�mtolion contained in this disclosure U hclt� r atcnlablo or - N www.mad&uxfbdo.com.rt. Priorto'11nal pile design,preliminary -- - - _ --- - - - FOR P 8 $< P 8 PIPE PILES Z 0 E 35 t83i8,a�lldut ti with the Edenton Shaft _P2smiI _216 otherwise cornprises proprietary informalion oI MacLean Dixie. LLC, cV pile tart gtlratitm,are Extertslon Shawl t llx Pee EuSi __27 - . and its unauthorized use orpublication� wilftout the express written I W NOTES: head Shaft P28H8d81012f4 27 consent of MacLean Dixie, LLC. is stilctly prohibited �=�t`tt =�: CRL 1/6/12 I PT+epa3rBd By: MF 8 gcracradcr�usin;Lnr�rEasy.cam 8 rl ) 2 t 8 7 6 5 4 I _..............._....,................... ........#..,.........................._..................................................................-...........:_. ................,......_,._.._..__.................._.....,..... I ................... ......_.......... .... . ......... !. ... _ ........ � .. ..,.a .................... .............. .. . .... i ...... .•1.,,. i, c'tt;,l E2 B P28H64S101214 f NOTES: TORQUE STRENGTH RATING OF 000 FT-LB [12,200 NmJ NOTES: TORQUE STRENGTH RATING OF 9,000 FT-LB [12,200 Nm] ULTIMATE COMPRESSION CAPACITY" - 72 KIPS [320,000 NJ WITH A ULTIMATE COMPRESSION CAPACITY- 72 KIPS [320,000 NJ WTH A 1, FINISH - HOT DIP GALV. PER ASTM A 123 OR BLACK BY TORQUE FACTOR (Kt)=8 1. FIMSH - HOT DIP GALV. PER ASTM A123 OR BLACK BY TORQUE FACTOR (Ki)=8 ADDING SUFFIX"U"AFTER CAT. NO. SINGLE 12" HELIX ULTIMATE STRENGTH-40 KIPS 1178,000 NJ, 3/8"THICK ADDING SUFFIX ''U'"AFTER CAT. NO. ULTIMATE TENSION STRENGTH - 100 KIPS [445,000 N] n ULTIMATE TENSION STRENGTH - 100 KIPS (445,000 N] � 2. PIPE MATERIAL-2.875 O.D. X 0.276 WALL,SCHEDULE 80 PER u 2. PIPE MATERIAL-2.875"C7,D, X 0,276"' WALL, SCHEDULE SO PER r' ASTM A500 OR EQUAL WITH MINIMUM 50 KSI [345,000 kN/sq.rn] YIELD STRENGTH. ASTM A500 ICOR EQUAL WITH MINIMUM 50 KSI 1345,000 kN/sq.ml YEILD STRENGTH. 3. "STRENGTH SQUARE" COUPLING- CAST STEEL PER ASTM A958. SC1045 3."STRENGTH SCOUARE"' COUPLING - CAST STEEL PER ASTM A958. SC 1045 APPLICANT OR EQUAL WITH 40 KSI 1276,000 kN/sq.ml YIELD _.._..._._.._...._..... . . ".................... ...... OR EQUAL Wl H 40 KSI [276,000 kN/sq.rn YEILD AND 80 KSI [,552.000 kN/sq.m] ULTIMATE STRENGTH MINIMUM, AND 80 KSI [552,00'0 kN/sq.m] ULTIMATE STRENGTH MINIMUM. 4. COUPLING BOLTS: 3/4" DIAMETER X 3" LONG HEX HEAD PER 14in 36c m) � � 4. HELIX MATERIAL.- HOT ROLLED CARBON STEEL PER ASTM A1018 I ASTM A325 AND 3/4"HEX JAM NUTS PER ASTM A563. OR EQUAL WITH 55 KSI [379,000 kN/sq.m] MINIMUM YIELD STRENGTH. 5. ALL WELDING BY WELDERS CERTIFIED PER AWS CODE DI.I 5. COUPLING BOLTS: 3/4" DIAMETER X 3"LONG HEX HEAD PER N 6.ALL MATERIAL IS MANUFACTURED AS PER [CC-ES,AC 10 ASTM A325 AND 314" HEX JAM NUTS PER ASTM A563. ACCEPTANCE CRITERIA FOR QUALITY CONTROL DOCUMENTS, 85in[216cm] 141n [36cm] HELIX `� 6. NOMINAL SPACING BETWEEN HELICAL PLATES IS 3X THE LOWER DIA. DANIEL BURKO DESIGN LLC 138 SOUTH 1ST STREET,SUITE 103 C C ' 7, ALL WELDING :"�VELLOERS CERTIFIED PER AWS CODE D1.1 LINDENHURST,NY 11757 361n [91 C»M) I (631)482-7858 8. ALL MATERIAL IS MANUFACTURED AS PER ICC-ES, AC 10 I DANIELBURKO@GMAIL.COM ACCEPTANCE:CRITERIA FOR QUALITY CONTROL DOCUMENTS. A A STRUCTURAL ENGINEER 62.00in 1157cml 58,84in[149cm) A 84in'213cm l--12in [30cm] HELIX B s 30in(76cni) ,' PACIFICO e 700 LAKELAND AVENUE,SUITE 28 a :° BOHEMIA,NY 375in r 1 cm: 631-988-0000 L i f Q� NE l�►r o __ _ -10in [25crr}] HELIXPA ; Q� 5„ 02.875in[7cm) .276in[1 crn) P28HE64 i e g SHEET 1 1 OF 1 02.88i cm' .281n[ cm '17 7 ' , �V, _ .q•,,[ �E SHEET 1 I OF f � :,meta. _ .. ...... ... ..... .... .... .. ' A h I r E•,.: ,.Ey.l,:u; A ��� 1E3618"Ir ki A Q�v ,�tailci[r1 j Split ,F 1`tl Jit101IS P28H 2.87511 O.D, i ifilcfii S I Et iric9 t ii P28H 2.$75', O.D. Dpi= s�aa �t {y _ _ SECTION A-A - �__-_. -.-_---,._,._ _...._..___ � .:.__ :.. w ._, SCh80 EXTENSION I - --- . PROFESSIONAL SEAL SCALE 1 : 4 All information contained in this disclosure whether patentable or SECTICON A-A All, informolion contained in this disclosure whether pafenta able or sch8� LEAD APPLICATION NUMBER otherwise comprises proprietary information of MacLean Dixie, LLC. SCALE 1 . 4 otherwise comprises proprietary information Of MocLean Dixie, LLC. ____-- and its unaulhorized use or publication without the express writ fen VAR': and its unauthorized use or publication vAlhout the express written DAM: consent of MocLean Dixie, LLC. is strict) Prohibited n�A� A": I CRL 8/9/11 p y prohibited �.<.�,, .Y. y p consent of MacLean Dixie, LLC. is strict) rl.hibited I CRL I 8/12111 I JOB NUMBER s t 7 6 1 5 4 3 a 7 ' a s 4 3 2 1 2018 RESIDENTIAL DATE 02-27-20