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Home My WebLink About46845-Z c � 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) Permit#: 46845 ......__._._................ Date: 9/17/2021 Permission is hereby granted to: Cimino, Cono __...._._.__..... ...m...._._. ._.. 92 Grandview Ln _._.__........... . S_ .. _ ............_... .... ....11.111... ......_ _ .......... _._....... ....... ..............�.. Smithtown, NY 11787 To: Construct additions and alterations to existing single familly dwelling as applied for and per SCHD approvals and ZBA#7338. At premises located at: 155 W Shore Dr, Southold _ SCTM#473889 -._-. ....__...— Sec/Block/Lot#80.-2-25 Pursuant to application dated 8/18/2021 and approved by the Building Inspector. To expire on 3/19/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,980.40 CO-ADDITION TO DWELLING $50.00 _ ............................____ .... 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BOARD MEMBI--,'RS 16 so Southold Town Hall Leslie Banes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento 8CEIVED -.,I r- http://southoldtovmny.gov ZONING BOARD OF APPEALS 0 C T 2 1 2020 TOWN OF SOOT OCI 2 3 K)D HTel.(631)765-1809-Fax(631)765-9064 SOU Old Town Clerk ' NGS;DELIBERATIONS AND DETERMINATION MEETING OF JUNE 25;2020 ZBA FILE-7338 AMENDED ON OCTOBER 15,2020(see Additional Information and Conditions) NAME OF APPLICANT: Cono Cimino PROPERTY LOCATION: 155 West Shore Road,Southold SCTM No.1000-86-2-25 ��F!QRA lFTERNffltiATLQ�N: 'I'lie Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls tinder the'type 11 category of the State's List of Actions,without further steps tinder SEQRA. SUFFOLK C9 1INTY ADMINLSIMTIVE, (LODE: This application was referred as required tinder the Suffolk County Administrative Code Sections A 14.14 to 23,arid the Suffolk CountyDepartraent of Planning issued its reply dated July 26,2019 stating that this application is considered a matter for local detennination as,there appears to be no significant county-wide or inter-corrimunity impact. LWRP DETLLZ.NfflN : The relief,,permit, or interpretation requested in this,application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERJ'Y E, �L kC7L,S DESQR PTION: The subject property is a 29,608 sq.ft.triangular shaped parcel located in an R-40 zoning district. The property is a corner lot with approximately 267 feet of road frontage on West Shore Road,226.4 feet along the southerly property line and 223.3 fiect along a private road on the easterly property line. The property is improved with and existing 2 story dwelling with an enclosed porch,and an accessory garage. The driveway to the garage is accessed from West Shore Road. All as shown on the,survey by Kenneth M.Woychuk Land Surveying,dated August 20,2018. BASIS 01IJQA .-.F-AEL— -1LO—N: (Adjourned from December 19, 2019)Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's June 12,2019,Amended October 4,2019 and Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling;at, 1)less than the code required minimum front yard setback of'40 feet;2)less than the code required minimum rear yard setback of 50 flet;located at 155 West Shore Road,Southold,NY.SCTM No. 1000-80-2-25. RELIEF REQUESTED: The applicant requests variances to demolish the existing residence and to construct a new residence with a front yard setback of+/-35.7 feet where a minimum of 40 feet is required,and a rear yard setback of 34.1 feet where a 50 feet minimum is required. ADQITIONAL.INfC)�RMATIQ During both written and oral testimony from the applicant's agent at the public bearing on December 5,2019,it was determined by the Board of Appeals,that the proposed project met the definition of a demolition. The applicant was asked to hire a licensed professional to prove otherwise.The Board received an Page 2,June 25,2020,Amended October 15,2020 #7338,Cimino SCTM No.1000-80-2-25 c mail on December 18,2019 from the applicant's agent stating that the architect indicated that the extent of the work proposed did indeed exceed the 504'r'o threshold and met the definition of a demolition. On December 24,2019 the applicant was instructed in writing to obtain a revised Notice of Disapproval for the demolition and to return for another public hearing on March 5, 2020, Prior to that hearing,the applicant's agent did not submit an amended Notice of Disapproval but rather chose to testify during the second public hearing, as to the reasons why,despite the demolition, the applicant did not propose to move the new dwelling to a location on the subject property with conforming front and rear yard setbacks, AMENDED DECISION OCTOBER 15 2020 On August 4, 2020, the applicant's agent submitted a letter to the Board of Appeals explaining that the setbacks of the existing dwelling shown in the Site plan submitted with the original application were in error, and submitted a corrected site plan and architectural plans prepared by Harold E. Gebliard,R.A.,revised August 31,2020.This corrected site plan shows a front yard setback of 32.9 feet and a rear yard setback of 37.7 feet for the"as built"dwelling,as originally granted as alternative relief in this decision.The agent also requested that the Board remove condition No. I in the June 25,2020 decision which requested that the applicant obtain an amended Notice of Disapproval from the Building Department for a demolition,rather than additions and alterations to an existing dwelling as cited in the Notice of Disapproval. The Building Department confirmed that since the Z.BA decision had already been rendered determining that the application involved the demolition of the existing dwelling and construction of a new dwelling,no new Notice of Disapproval is needed.Therefore, on October 15, 2020,the Board accepted the corrected architectural plans and site plan,and rescinds condition No.I of the June 25,2020 1 decision(see CONDITIONS). FINDINGS OFFACT/ -SIO&S—EF®RB ARP A2MIQN- �----UA The Zoning Board of Appeals held public hearings on this application on December 19,2019 and March 5,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds(be following facts to be true and relevant and makes the,following findings: 1. Town Law '267-bI3,b)(l,)., Grant of the variances as applied for will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties, The proposed reduction of the existing non- conforming setbacks for a new dwelling will produce a house that is much larger than and out of scale with surrounding houses on similar properties and will create additional non-conformity on a property that is already, characterized by non-conforming setbacks, 2. Town Law 4267-b(3)(!2J(2). The benefit sought by the applicant to build a now dwelling that is substantially larger than the existing dwelling cannot be achieved without some form of variance relief due to the triangular shape oftbe subject property with two front yards.Flowever,alternative relief will allow the applicant to achieve his goals without creating more non-conformity than what currently exists. 3. Town Law§267-b(3)(b)(3'). The variances granted herein as alternative relief are mathematically substantial, representing 24.0o relief from the code required setback for the rear yard and 17,75%relief for the front yard setback. Ilowever,maintaining the existing non-conforming setbacks,while still less than the setbacks required by code,will have less adverse impact on the character of the neighborhood than the relief requested. 4. Town Law§267-b(3)(bJ(4). No evidence has been submitted to suggest that a variance with amended relief in this-residential-curriniunity will have, an adverse impact orr the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions imposed by this board. Page 3,June 25,2020,Amended October 15,2020 #7338,Cimino SCTM No.1000-80-2-25 5. "Town Law§267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time ofpurcliase, 6. Town Law 4267-b Grant of alternative relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of a new single-family residence while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESQLUTCON,QF:UlE BQA an r w �K!2:In considering all of the above factors and applying the balancing test under Ne York Town Law 267-B,motion was offered by Member Lelmert,seconded by Member Acampora,and duly carried, to DENY the variances as applied for,and GRANT ALTERNATIVE RELIEF as follows: 1. The front yard setback of the new dwelling from the private road shall be no less than the existing 32. 9-foot setback of the existing dwelling 2. The rear yard setback from the southerly property line that is shared by the adjacent neighboring property,shall be no less than the 37.7-foot setback of the existing dwelling, SUBJECT TO TH-E--I-(,)I,—f.,.(—)—WING—CoNL)III 1!)_M_.' ,X, Prior to receiving a building permit,the owner(s)ifthe subject property cited herein must obtain a new Notice of Disapproval from the Building Department for a proposed demolition of the existing dwellingand the construction of a new dwelling and submit same to the Office ofthe,Board of NJ, / Appeals.' �X,% Prior to receiving a building permit the applicant shall submit to the Office of the Board of Appeals a new survey oi-site plan and amended set of architectural plans,both stamped by a licensed professional,showing a proposed new dwelling with the setbacks granted herein as alternative relief and cited above 3. The applicant shall file for and receive an approval from the Suffolk County Dept of Health Services for the sanitary system of I the proposed new residence and submit a copy of same to the office of the Board of Appeals. 4. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void AMENDED DECISION: At the Special Meeting of October 15,2020,the Board voted by unanimous resolution,and at the request of the applicant's agent,to remove condition number 1 as listed above in the original June 25,2020 decision,and to accept the corrected site plan prepared by Harold E.Gebbard,R.A.,last revised August 31,2020 showing the proposed new dwelling with the setbacks as granted above in alternative relief SUBJECT TO THE FOLLOWING CONDITIONS WHICH REMAIN IN FULL FORCE AND EFFECT: 1. The applicant shall file for and receive an approval from the Suffolk County Dept of Health Services for the sanitary system of the proposed new residence and submit a copy of same to the office of the Board of Appeals. 2. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null-and-void- Page 4,June 25,2020,Amended October 15,2020 #7338,Cimino SCTM No.1000-80-2-25 That the above conditions be written into the Bujjrjjngyfnspector's Certificate of Occupancy,when issued fiefore applyij rabuilding-p ermit,the applicant or agent must submit to the Board of Appeals for approval arid filing,two sets of the final site plan, survey, architectural drawings, conforming to the alternative relief granted herein.The ZBA will forward one set of approved,staniped drawings to the Building.Department,Failure to follow this procedure may result in the delay or denial of a building permit and may require a new application and public hearing before the Zoning Board of Appeals. In the event that,this is an approval subject to conditions,the approval shall not be deemed e0ective until such tinie that the foregoing conditions are met;and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146M) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Cleric,within three(3)years front the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Acampora,Dantes,LehneM Planamento,and Chairperson Weisman(5-0), eslie K wies§Weis/m�an,Chairperion Approved for filing /2020 fzGenerated by REScheck-Web Software Compliance Certificate 'J Project CIMINO RESIDENCE Energy Code: 2018 IIECC 7 2021 Location; Southold,New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (SS72 HDD) 71 Permit Date: Permit Number: Construction Site: Owner/Agent; Designer/Contractor: 155 WEST SHORE ROAD CONO CIMINO HAROLD GEBHARD SOUTHOLD,NY 11971 ARCHITECT 363 N.WELLWOOD AVENUE LINDENHURST,NY ;11�57 HEGARCH@YAHO C M Compliance: 6.8%Better Than Code Maximum.UA: 325 Your UA: 303 Maximum SHGC: 0.40 You),SHGC: 0.28 The-A Better or Worse Then Code Index reflects how close to compliance the house Is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Ceiling:Flat Ceiling or Scissor Truss 2,753 19.0 19.0 0.026 V.q26 72 72 Wall:Wood Frame,16"D.C. 2,271 15.0 5.0 0.053 10.060 106 120 Window:Wood Frame 275 0.300 0.320 I 83 88 SHGC:0.28 Floor:All-Wood joistrrruss 965 21.0 0.0 0.044 0.0(17 42 45 Compliance Statement The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building ha0been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. HAROLD GEBHARD ARCHITECT 09-03-21 _14imeTifle Project Title:CIMINO RESIDENCE Report date: 09/03/21 Data filename: Page 1 of 9 Founaation In spec tion C conown t stAsso mption4s — -1--l...-,............ 303,21 A protective covering is Installed to EDComplies Rqquirement will be met. (FO11)2 protect exposed exterior insulation EJDoes Not and extends a minimum of 6 in.below ONot Observable Location on plans/spec:6 grade. . -INot Applicable r ........... ----------- ............................. 403.9 Snow-and ice-melting system controls OComplies J6O12J2 Installed. ElDoes Not :E]Not Observable CNO ........................... ............ "I'l""I'll"",-.,'ll""I'll""I'll",ll'--_"j................... Additional Comments/Assumptions: Impact-(Tier-1) ... i - �Me'diurnf impact actaie-ri)=3 1 Low Impact 3 --------- .... ..... Project Title:CIMINO RESIDENCE Report date: 09/03/21 Data filename: Page 3 of 9 tion 1 ) _.... ..... f# I)t ftaX fftwftttwspd»tfw„PgPaan Nufi+xai,... C ..s .,_.....__crugptfoaas C4 u , ._.... 403.3.7 Ducts declared to be within the []Complies [FR28]3 conditioned space are either 1) ❑Does Not completely within the continuous air barrier and within the building ❑Not Observable ] thermal envelope,2)buried ;❑Not Applicable within ceiling Insulation in accordance with Section R403.3.6 and the air handler is located completely within the continuous air barrier and within the building thermal envelope and the duct leakage is 1.5 cfm/100 square feet of conditioned floor area served by the ducts stem,or 3)the ceiling 9 r, Insulation R-value installed against and above the insulated duct>=to the proposed ceiling . Insulation R-value,less the R- value of the insulation on the 3.4 HVAC piping conveying fluids R-_ R-_ ❑Complies [FR1712 above 105 QF or chilled fluids ❑Does Not t below 55 QF are insulated to alk-3. 1❑Not Observable yl I❑Not Applicable ...._..__... _.....---- ,w.,_, _, w...,, . ..,-, ... .., 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. :❑Does;Not ❑Not Observable CINot Applicable -46 i"5—'3Hot water pipes are insulated to R- R E]Complies [FR'1812 alk-3. El Does Not []Not Observable ❑Not Applicable ...............- .... ...... .............._................ L — A03 gravity.6 Automatic or ravi dampers are ❑Complies Requirerr#ant will be met. [FR1912 installed on all outdoor air '0Does Not intakes and exhausts. s ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: I C R I I r J1]H)gh Impact(Tier 1) 12 Medium impact{Trey 2) �..3 Law Impact(Tier 3) C Project Title:CIMINO RESIDENCE Repgrt date: 09/03/21 Data filename: Page 5 of 9 � I i r Section Plans 1/erified Pie Veritled # Finai Inspection Provisions Complies? Car�ments/Assumptions Reg ID Value Vallee 402.1.1, Ceiling insulation R-value. R-_ R-_ ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2• ❑ Steel ❑ Steel ❑Not Observable 402.2.6 ❑Not Applicable [FIl1 y 303.1.1.1, Ceiling insulation installed per h ❑Complies Requirement will be met. i303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every Location on plans/spec:6 300 fi ❑Not Observable []Not Applicable .__.,- ...—._-.� ......,, .. w.,,.. _ � ,,. ...... 402.2.3 Vented attics with air permeable ❑ uire ntComplies Reqwill be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable Location on plans/spec:6 extends over insulation. ❑Not Applicable __. ....- .. .........- ...... .... .. .._............. _._ 402.2.4 Attic access hatch and door R-_ R-_ ❑Complies Requirement will be met. [FI311 insulation>_R-value of the ❑Does Not adjacent assembly. ❑Not Observable Lo4ion on plans/spec:4 []Not Applicable .... .__. ....... ....-_.,., ....1........ .. 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50=_____ ACH 50= ❑Complies R q�irement will be met. [FI17]1 ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. [ []Not Observable ❑Not Applicable i _.— ....--.._.,__ _..._..m. _. _ .... 403.3.3 Ducts are pressure tested to ____cfm/100 _____cfm/100 ❑Complies [F12711 determine air leakage with ft2 ft2 ❑Does Not either:Rough-in test:Total leakage measured with a ❑Not Obseryable pressure differential of 0.1 inch []Not Applicable w.g.across the system including the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. _. ...... .. .... ....... 403.3.4 Duct tightness test result of<=4 ^cfm/100 _cfm/100 ❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Obseryable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection, 403.3.2.1 Air handler leakage designated ❑Complies [FI2411 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable „ a.. „w,,,, w, -------- 40 403.1.1 Programmable thermostats 7i ❑❑Complies i 19]2 installed for control of primary Does Not heating and cooling systems and [� initially set y manufacturer to by ❑Not Observable code specifications. " ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. a ❑Does Not ❑Not Observable ❑Not Applicable ... __ . 9_.,,... ................ _.. _. 403.5.1 Circulatin service hot water ❑Complies [1`111]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable .._............_ .,_..... ...__ . . — 1 High Impact(Tier 1) 2 I Medium Impact(Tier 2) 3 Low Impact(Tier,3) �_.... Project Title:CIMINO RESIDENCE Repot date: 09/03/21 Data filename: Page 7 of 9 - Final lospe4thm Provisions Value gear � Co fejPo4s1 I ._.._., vale 303.3 Manufacturer manuals for OComplies _............._.._ [FI1.8)* mechanical and water heating CDoes Not systems have been provided. '[]Not Observable �0Not Applicable Additional Comments/Assumptions: � I I k V i P I 'I L' i p 1 LlI'1 G _ c........ .. . �High impact(Tier l) 2 Medium Impact Tier 2) 3 Low Impact(Tier 3) Project Title:CIMINO RESIDENCE 114port date: 09/03/21 Data filename: Page 9 of 9 Town of Southold P.O Box 1179 Southold, NY 11971 RECEIPT Date: 08/04/21 Receipt#: 285789 Quantity Transactions Reference Subtotal I Septic Permit-Construct-Resid 5049 $10.00 ........... ......... Total Paid:l $10.00 Notes: 80.-2-25 2121 Payment Type Amount Paid By CASH $10.00 Cimino,Cono Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name'. Cimino,Cono 92 Grandview Lane Smithtown,NY 11787 Clerk ID: JENNIFER internal to:5049 Suffolk County Department of Health Services [=erence dumber Office of Wastewater Management 360 Yaphank Avenue,Suite 2C-Yaphank,NY11960E (631)852-5700 or HealthWWM@suffolkcountyny.gov Certification of Existing Subsurface Sewage Disposal And Water Supply Facilities For A Single Family Residence A.Property Information 1)Address of Residence: Street 155 W. Shore Drive i-iamiet Sounthold Zip 11971 2)Tax Map Number: District 1000 Section 80 Block 2 Lot(s).,,25 3)Owner's Name Cono Cimino Phone,510-5605001 4)Client's Name(if different than owner) 5)Proposed changes in use(e.g.,addition of apartment,bedrooms,office,etc.) Addition to residence making total number of bedrooms 5 S.Sanitary System Evaluation: t"Sanitary System(s)must be pumped out and physically examine by the certifying design prufessi q naL 1)Type of Water Supply: [.�Pubtic Water Private Well–Provide copy of water analysis dated within one calendar year 2)Date of sanitary system pumping 10/16/2020 total gallons removed 300 1 3)Materials of construction of sanitary system Al Precast ❑Block` `NOTE:Block pools are no longer accepted–sanitary system must be replaced 4)Size of Sanitary components":Septic tank 1500 gallons 8 foot —diameter,or dimensions if rectangular 5.2 effective depth Leaching Pools 8 foot diameter 8 foot effective depth 2 total number of pools `NOTE:Sanitary components must meet current standardsfor proposed use or a cluired. I 5)Overall condition of sanitary components: ErAl acceptable CJ (waste Imes,drop tees,baffle walls,covers,septic tank,leaching pools) r z " Certification:The results and recommendations found in this [ r,;' report are based upon my evaluation and inspection of the - a above referenced property and pumped out sanitary system: Name of Archil rV Q eef q Devito Cw cense Num Signatures Date 10/21/2020 hone 6'31-8 Maili ,Addy,ss: PO Box 377 Hamletfort ort,left• Station State NY Zip 11776 W WM-072(Rev.08/06) Page I oft 6 I C.Recommendations And Results(Check applicable items): 1. Sewage System a. ✓ System(s)functioned properly at time of inspection and is adequate for the pj,�6d use. b. System(s)is not adequate for the proposed use(explain and make recommendations in Section D below or attach a separate report). C. Other 2. Water Supply a. Water supply is adequate for proposed use(if private well,attach water an-Y..s d�w ted within one calendar year). b. Water supply is adequate for proposed use(explain and make recommendations in Section 0 below or attach a separate report), C. Other ....... D.Other Comments/Recommendations: The—size of the ons. oF N ULI AFFIX DESIGN PROFESSIONAL'S SEAL HERE tb 77% ti S1 Disclaimer: This inspection report indicates the present condition of the private on-site subsurface sewage disposal system and water supply based on recommended inspection procedures. The results of this inspection do not guarantee or warranty future performance. The recipient of this report should discuss any deficiencies found by this inspection with the individual who prepared the FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPAXI'MENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 12,2019 TO: Michael Kimack(Cimino) PO Box 1.047 Southold,NY 11971 Please take notice that your application dated May 22,2019 For pennit to construct additions and alterations to.p at Location of property: 15.5.W.cst-Shqe-1�9�4,$qkkthqld County Tax Map No. 1000--Section 80 Block 2 Lot.25 Is returned herewith and disapproved on the following grounds: The =) qsq ocomstaic-tioll on-this11 jq�pgt_wi III%vo,fro 1,Y1,rds in the Residential R- 0 Q ret,,i riot s I pt to Article XXIII See ior 2 0-J 24 s.t 1.1 on lots �-aa-------l-11-1.1--l-1-I.-I --It..-I.��- .-- -I.---..tatg -J-1- -wl ich s total,$iZe,,a,l'rliniInLliii,,frcciit-y�t,r(I setback of 40 feet is re jjjg,ptopqscd construction notesa front _yard cthnc-k_(pri f_41- . 7 feet at its clGas s j1pint. ------------- ------- Auth rized Signature Cc:File,ZBA BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Office Location:"-" Eric Dantes Town Annex/First floor, Robert Lchnert,Jr, 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 bttp://southoldtovniny.gov 0 ZONING BOARD OF APPEALS RECEIVIED TOWN OF SOUTHOLD _ "Kr 2�122"0'20""" Tel.(631)765-1809-Fax(631)765-9064 FINDINGS,DELIBERATIONS AND DETERMfNAT1O"'Sou eold Toow'n Clerk MEETING OF JUNE 25,2020 ZBA FILE:7338 AMENDED ON OCTOBER 15,2020(see Additional Information and Conditions) NAME OF APPLICANT: Cono Cimino PROPERTY LOCATION: 155 West Shore Road,Southold SCTM No. 1000-80-2-25 5E_ The Zoning Board of Appeals has visited the property tinder consideration in this application and determines that this review falls under the Type H category of the State's List of Actions,without further steps under SEQRA. SIJFFOLK COlJNT'Y ADMTNISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated July 26,2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP TI ....DETERMINAN: The relief, permit, or interpretation requested in this application is listed under the ........O..— Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRJ I'PTIO"N: The subject property is a 29,608 sq.ft.triangular shaped parcel located in an R-40 zoning district. The property is a corner lot with approximately 267 feet of road frontage on West Shore Road,226.4 feet along the southerly property line and 223.3 feet along a private road on the easterly property line. The property is improved with and existing 2 story dwelling with an enclosed porch,and an accessory garage. The driveway to the garage is accessed from West Shore Road. All as shown oil the survey by Kenneth M.Woychuk Land Surveying,dated August 20,2018. BASIS OF APPLICATION: (Adjourned from December 19, 2019) Request for Variances front.Article XXIII, Section 280-124 and the Building Inspector's June 12,2019,Amended October 4,2019 and Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling;at,1)less than the code required minimum front yard setback of 40 feet;2)less than the code required minimum rear yard setback of 50 feet;located at 155 West Shore Road,Southold,NY.SCTM No, 1000-80-2-25. RELIEF RE uEs IED: The applicant requests variances to demolish the existing residence and to construct a new residence with a front yard setback of+/-35.7 feet where a minimum of 40 feet is required,and a rear yard setback of 34.1 feet where a 50 feet minimum is required. ADDITIONAL INFORMATION: During both written and oral testimony from the applicant's agent at the public hearing on December 5,2019,it was determined by the Board of Appeals,that the proposed project met the definition of a demolition. The applicant was asked to hire a licensed professional to prove otherwise.The Board received an Page 2,June 25,2020,Amended October 15,2020 #7338,Cimino SCTM No.1000-80-2-25 e mail on December 18,2019 from the applicant's agent stating that the architect indicated that the extent of the work proposed did indeed exceed the 50%threshold and met the definition of a demolition.On December 24,2019 the applicant was instructed in writing to obtain a revised Notice of Disapproval for the demolition and to return for another public hearing on March 5,2020. Prior to that hearing,the applicant's agent did not submit an amended Notice of Disapproval but rather chose to testify during the second public hearing, as to the reasons why,despite the demolition, the applicant did not propose to move the new dwelling to a location on the subject property with conforming front and rear yard setbacks. AMENDED DECISION OCTOBER 15 2020 On August 4, 2020, the applicant's agent submitted a letter to the Board of Appeals explaining that the setbacks of the existing dwelling shown in the site plan submitted with the original application were in error, and submitted a corrected site plan and architectural plans prepared by Hai-old E.Gebhard,R.A.,revised August 31,2020.This corrected site plan shows a front yard setback of 32.9 feet and a rear yard setback of 37.7 feet for the"as built"dwelling,as originally granted as alternative relief in this decision.The agent also requested that the Board remove condition No. 1 in the June 25,2020 decision which requested that the applicant obtain an amended Notice of Disapproval from the Building Department for a demolition,rather than additions and alterations to an existing dwelling as cited in the Notice of Disapproval. The Building Department confirmed that since the ZBA decision had already been rendered determining that the application involved the demolition of the existing dwelling and construction of a new dwelling,no new Notice of Disapproval is needed.Therefore,on October 15,2020, the Board accepted the corrected architectural plans and site plan,and rescinds condition No.I of the June 25,2020 decision(see CONDITIONS). FINDINGS OF FACT/REA.SON FOR BOARD ACTION: The Zoning Board of Appeals held public hearings on this application on December 19,2019 and March 5,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law_§j()7-bL1J(hJ(1J. Grant of the variances as applied for will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed reduction of the existing non- conforming setbacks for a new dwelling will produce a house that is much larger than and out of scale with surrounding houses on similar properties and will create additional non-conformity on a property that is already characterized by non-conforming setbacks, 2. '17own Law 267-1)3 b""' The benefit sought by the applicant to build a new dwelling that is substantially larger than the existing dwelling cannot be achieved without some form of variance relief due to the triangular shape of the subject property with two front yards.However,alternative relief will allow the applicant to achieve his goals without creating more non-conformity than what currently exists. 3. Town LaNy -b 3 ��. b L. The variances granted herein as alternative relief are mathematically substantial, _§267 representing 24.6%relief from the code required setback for the rear yard and 17.75%relief for the front yard setback. However,maintaining the existing non-conforming setbacks,while still less than the setbacks required by code,will have less adverse impact on the character ofthe neighborhood than the relief requested. 4. Town L11L1K.§2q7-_ b 4). No evidence has been submitted to suggest that a variance with amended relief in j)C3_JL_J( this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions imposed by this board. Page 3,June 25,2020,Amended October 15,2020 0338,Cimino SCTM No.1000-80-2-25 5. Town Law 6267-10)(1)(51-,' The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. 'Town Law§267-b. Grant of alternative relief is the minimum action necessary and adequate enable the applicant to enjoy the benefit of a new single-family residence while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. 1 �'jQLUTIQ 130'ARI In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Lehnert,seconded by Member Acampora,and duly carried, to DENY the variances as applied for,and GRANT ALTERNATIVE RELIEF as follows: 1. The front yard setback of the new dwelling from the private road shall be no less than the existing 32. 9-foot setback of the existing dwelling 2. The rear yard setback from the southerly property line that is shared by the adjacent neighboring property,shall be no less than the 37.7-foot setback of the existing dwelling, SUBJFC] "I'O fHC F011,0WING CQNDITIQNS� (01. Prior to receiving a building permit,the owner(s)if the subject property cited herein must obtain a 7 new Notice of Disapproval from the Building Department for a proposed demolition of the existing dwelling and the construction of anew dwelling and submit same to the Office of the Board of Appeals. 2. Prior to receiving a building permit the applicant shall submit to the Office of the Board of Appeals a new survey or site plan and amended set of architectural plans,both stamped by a licensed professional,showing a proposed new dwelling with the setbacks granted herein as alternA tive relief and cited above 3. The applicant shall file for and receive an approval from the Suffolk County Dept of Health Services — for the sanitary system of the proposed new residence and submit a copy of same to the office of the Board of Appeals. 4. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void AMENDED DECISION: At the Special Meeting of October 15,2020,the Board voted by unanimous resolution,and at the request of the applicant's agent,to remove condition number I as listed above in the original June 25,2020 decision,and to accept the corrected site plan prepared by Harold E.Gebhard,R.A.,last revised August 31,2020 showing the proposed new dwelling with the setbacks as granted above in alternative relief SUBJECT TO THE FOLLOWING CONDITIONS WHICH REMAIN IN FULL FORCE AND EFFECT: 1. The applicant shall file for and receive an approval from the Suffolk County Dept of Health Services for the sanitary system of the proposed new residence and submit a copy of same to the office of the Board of Appeals. 2. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void Page 4,June.25,2020,Amended October 15,2020 0338,Cimino SCTM No.1000-80-2-25 Thai the above conditions be written into the Building Inspector's Certificate of Occupancy,when issued. Beforp-an-ly-h-Ig—f(,,)r the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final site plan, survey, architectural drawings, conforming to the alternative relief granted herein.The ZBA will forward one set of approved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building permit and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions,the approval shall not be deemed effective until such time that the foregoing conditions are met;and failure to comply therewith will render this approval null and void, Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. Vote of the Board: Ayes:Members Acampora,Dantes,Lehnert,Planamento,and Chairperson Weisman(5-0), esliJ 1S-'a-'uvc—s Weisman,Chairperson Approved for filing /v /2020 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 12,2019 AMENDED: October 4,2019 TO: Michael Kimack(Cimino) PO Box 1047 Southold,NY 11971 Please take notice that your application dated M For permit to construct additions and afteratio sjo,a.singl�j�aniijy g at ................. ...............---- �-- -----n----�--1- -.n' Location of property: 155 West Shore Road,..Southold ........................... County Tax Map No. 1.000-Section.8-0. Block.2 I.,ot 25. Is returned herewith and disapproved on the following&roun& c,pr c<.t.construction on this non-conlormil 9-29,08,5-quarq fiO t-1�""a""r'c'el with two-fro-11.1 yaals,in the lZesidenfial R-40 District,js notMIpitted pursuant to Article XXII I,Seclion 280-12 wl i I state,j t on lots . ......... ........ ------------------------------------ -4- measurin between 20,000 and.,31,2 inj.qt� 11 5izp,,q.yninimunj,fi-ont_yprd setback of 40 feet and a minimum ---- -------------------------—------------------ rear yard setback of'50 feet is reouired. The pro posed construction notes a front n�LaLe Loq( +-35.7 feet and a rear rd se!,.kack,,qf - ------------------------------------------------- qkAL �L - 34.1. This Notice was amended on October 4,2019 to address the need for a rear yard setback variance. Authorized Signature Cc:File,ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 12,2019 TO: Michael Kimack(Cimino) PO Box 1047 Southold,NY 11971 Please take notice that your application dated M, �29,ZQ19 --ax . - For permit to construct additions and allerations t) s i gtq,f mi y ch e ( il —1 K-11ing at Location of property: 155 West Shore koad,Sontliold County Tax Map No. 1000 Section$Q Block Lot 25 Is returned herewith and disapproved on the f&owgill'grog 5, 'A, nontliisnon-conk) iii .......... rn ig_29,008 two frogt_ arcjsjfl the Res-idPw ia1,,R---4Q f�ls.tricl,js not )er xmiujcttp im�EsLijaw CoArticle XXIII.Section 280-124,,which state,,,that on lots -1— . . - --l-1-1-11-11 Section,................ 999 in t(i a mimmurn front yardseWkof.40 le.,. qired. Az- jbp-prop sTdconstruction rtcJta s,aw fin yardsetback at its.clos stp ---------------- i Z7 r Ile, 7 70 ACerr A-r c(' --------------- ------ ----------- At.nlior zed Signature Cc:File,LISA ........ ti XX' q BOARD MEMBERS ►$16 FUI/( 4111, Town Hall Annex Leslie Kanes Weisman,Chairperson 53095 Route 25,Main Road Patricia Acainpora P.O.Box 1179 Eric Dantes Southold,NY 11971 Robert Lelmert,Jr. Telephone(631)765-1809 Nicholas Planamento Fax(631)765-9064 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD September 17,2020 Michael Kimack P.O.Box 1047 Southold,NY 11971 Dear Mr �smack At my request the ZBA staff contacted you to inform you of the decision by the Board of Appeals regarding your request to make"corrections"in the setback relief granted in ZBA determination#7338, Cono Cimino(June 25,2020).1 am writing to clarify exactly what remedies you and your client have. First of all,the"errors"in the labeling of existing setbacks were not errors made in our determination or in the Building Department's Notice of Disapproval,but rather,as you admit,by your client's architect in the site plan he submitted which was used by both Departments to render determinations.Second,the Board cannot legally accept and act upon additional information once a hearing is closed without reopening a hearing. There are two options here.One,submit a request in writing to the ZBA office to reopen the Cimino hearing,which the Board has agreed to do by resolution with the required unanimous vote,since the intent of our decision was to grant setbacks for a new dwelling that are no less than what currently exists for the as built house.To do so we will need a letter of explanation as to why you are making this request and we will also need a survey stamped by a licensed land surveyor showing the as built house and existing setbacks,and the proposed new dwelling with proposed setbacks.The second option is to abide by the setbacks granted in the ZBA decision and.amend.your client'.s architectural plans accordingly so that you may obtain a building permit from the Building Department. Leslie Kanes Weisman ZBA Chairperson/Department Head CC:Michael Verity,Chief Building Inspector ,, BOARD NIEMBERS Southold Town Hall Leslie Kanes Weisman,ChairpeTS013 rjf saucy53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora QM�e_L_ocatiqn: Eric Dantes CA Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://soutl)oldtownny.gov RECEIVED ZONING BOARD OF APPEALS SP F TOWN OF SOUTHOLD JUL L . Tel.(631)765-1809-Fax(631)765-9064 O. "Southold ToWn Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JUNE 25,2020 ZBA FILE:7338 NAME-OF APPLICANT: Cono Cimino PROPERTY LOCATION: 155 West Shore Road,Southold SCTM No. 1000-80-2-25 N: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County-Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 26,2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. L,WRP DE.TERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PRoPERTYF'AC-f'S/1)1SCRIP'l"ION,- The subject property is a 29,608 sq.ft.triangular shaped parcel located in an R-40 zoning district. The property is a comer lot with approximately 267 feet of road frontage on West Shore Road,226.4 feet along the southerly property line and 223.3 feet along a private road on the easterly property line. The property is improved with and existing 2 story dwelling with an enclosed porch,and an accessory garage. The driveway to the garage is accessed from West Shore Road. All as shown on the survey by Kenneth M.Woycliuk Land Surveying,dated August 20,2018, BASIS OF APPIACArION: (Adjourned from December 19, 2019) Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's June 12,2019,Amended October 4,2019 and Notice of Disapproval based on an application for a permit to construct additions and alterations to a single family dwelling; at, 1) less than the code required minimum front yard setback of 40 feet; 2) less than the code required minimum rear yard setback of 50 feet;located at 155 West Shore Road,Southold,NY. SCTM No. 1000-80-2-25. The applicant requests variances to demolish the existing residence and to construct a new residence with a front yard setback of+/-35.7 feet where a minimum of 40 feet is required, and a rear yard setback of'34.1 feet where a 50 feet minimum is required ADDITIONAL INFORMATION: During both written and oral testimony frorn the applicant's agent at the public hearing on December 5, 2019, it was determined by the Board of Appeals, that the proposed project met the Page 2,June 25,2020 47338,Cimino SCTM No. 1000-80-2-25 definition of a demolition. The applicant was asked to hire a licensed professional to prove otherwise.The Board received an e mail on December 18, 2019 from the applicant's agent stating that the architect indicated that the extent of the work proposed did indeed exceed the 50% threshold and met the definition of a demolition. Oil December 24, 2019 the applicant was instructed in writing to obtain a revised Notice of Disapproval for the demolition and to return for another public hearing on March 5,2020. Prior to that hearing,the applicant's agent did not submit an amended Notice of Disapproval but rather chose to testify during the second public hearing, as to the reasons why,despite the demolition,the applicant did not propose to move the new dwelling to a location on the subject property with conforming front and rear yard setbacks. Ftivt INGS OF 1ACT/ I �Qi� ,Q �. crm P.,A : _a_A-L The Zoning Board of'Appeals held public hearings on this application on December 19,2019 and March 5,2020 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)JbJJ.1). Grant of the variances as applied for will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed reduction of the existing non- conforming setbacks for a new dwelling will produce a house that is much larger than and out of scale with surrounding houses on similar properties and will creatt, additional non-conformity on a property that is already characterized by non-conforming setbacks, 2, Town Law§267-1r(31(b)(2). ]'be benefit sought by the applicant to build a new dwelling that is substantially larger than the existing dwelling cannot be achieved without some form of variance relief due to the triangular shape of the subject property with two front yards. However, alternative relief will allow the applicant to achieve his goals without creating more non-conforinity than what currently exists. 3. Towyn Law "267-b'3Cr' . 'File variances granted herein as alternative relief are mathernatically substantial, representing 24,611/'o relief'from the code required setback for the rear yard and 17.751/1lo relief for the front yard setback.However,maintaining tile existing non-conforming setbacks,while still less than (fie setbacks required by ode,will have less adverse impact on the character of the neighborhood than the relief requested, 4. Town I aw '267-b 3' 1- 14 No evidence has been submitted to suggest that a variance with amended relief in this I community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and conditions imposed by this board. 5, Town Law '267-1) 3 b""' The difficulty has been selfereated. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the lindtatioris on the use ofthe parcel under the Zoning Code in effect prior to or at the time ofliurchase. 6. Town Law_§267-1). Grant of alternative relief' is the minimum action necessary all(] adequate enable the applicant to enjoy the benel'n of new single-family residence while preserving and protecting the character of the neighborhood and the health,safety and welfare cif the community. RESOLU'l 10 _0F BOARP: In considering all of the above factors and applying the balancing test under __ .____-1� -I_.-I New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Acampora,and duly carried,to DENY the variances as applied for,and GRANT ALTERNATTVE RELIEF as follows: Page 3,June 25,2020 47338,Cimino SC'T'M No. 1000-80-2-25 1. The front yard setback of the new dwelling from the private road shall be no less than the existing 32,9-foot setback of the existing dwelling 2. The rear yard setback from the southerly property line that is shared by the adjacent neighboring property,shall be no less than the 37.7-foot setback of the existing dwelling, SQ131JECT'1c11)'I'Lu-' M - 1. Prioror to receiving a building permit,the owner(s)of the subject property cited herein must obtain an amended Notice of Disapproval from the Building Department for a pro 2 used demotion of the e ' t* g'dwelfin;and the construction of a nqw,&W"n Y and su bar U-07it MJMFFMK�ef ifie'Board In T A 0YR-Fitfs 2. �F Prior to receiving a building permit the as shall submit to the Office of theBoa rd of Appeals a new survey or site plan and amended set of architectural plans,both stamped by a licensed professional,showing a proposed new dwelling with the setbacks granted herein as alternative relief and cited above 3. )The applicant shall file for and receive an approval from the Suffolk County Dept of Health Services C", for the sanitary system of the proposed new residence and submit a copy of same to the office of the Board of Appeals. 4. This approval shall not be deemed effective until the required conditions have been met;and failure to comply therewith will render this approval null and void That the above conditions he written into the Building Inspector's Certificate of Occupancy,when issued. NOTE -agent must submit to the Board ofAppeals for approval and L'o—for 4pplyJAgha,.a _ _g h9LLdMp i the applicant of filing, two sets of the final site plan, Survey, architectural drawings, conforming to the alternative relief granted herein.The ZBA will for-ward one set ofapproved,stamped drawings to the Building Department.Failure to follow this procedure may result in the delay or denial of a building perinit and may require a new,application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed eflective until such time that the foregoing conditions are nict; and failure to comply therewith will render this approval null and void. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one (1)year terms. Vote ofthBoard: Ayes:Members Acampora,Dames,Lehnert,planamento,and Chairperson Weisman(5-0), . . ........ _. -_...W... - __.....2C Leslie Kanes Weisman Chairperson Approved for filing /2020 �w-W z to d wow owi Ic, q U :Q, C) Et N Igo via j Z ZZ -n W Sol,IN, Wo O ON , VBY, F--uj,lwl n L, wet, 0-,Q -MRS wof oo Ills K W -H j:3 o4.Z, 13 zt 6 < TV SWO it ll� P- Val ld�n cl k, 77wo Ov �8, i �jz (10 1 Q,: "*Off! 73 n�`,.`..,_,-.._.,..ani Y `` N W w W ti W m O z O On 0) Noor'ac o Z<E . L -j ao Z 0 W< MIER- RIDGE VENT. IDLE VENT. NOTES, SPECIFICATIONS 4 DETAILS -12 CLIMATIC 4 CGEOGRAPHIC DESIGN CRITERIA - TABLE R501.2(I) GROUND WIND DE516N SUBJECT TO DAMAGE FROM LGE 12 SNOW SEISMIC WINTER BARRIER FLOOD AIR MEAN FIBERGLA55 5HINGLES SPEED TOPOGRAPHIC SPEGIAL WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD (mph) EFFECTS REGION �N1 X15 CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED INDEX TEMP I Mlle from Coast B SEVERE BOF 3 Mod to Heavy SEE BELOW YES Gall e Plans 5qq 51'F-cnd Fire Island O 12 20 130 NO NO T BF6 Ecamin rs Office WINTER DESIGN TEMP / +, Z 12 • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68 B 'F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING r DAY L • SYSTEM DESIGN SHALL BE BASED ON MAX 72'F HEATING,MINIMUM 75'F COOLING - DEGREE DAYS(M(A GUARDIA)4811,WINTER DESIGN TEMP 15'F,DRY BULB 801'F,WET BULB 75'F(2020 IPG APPENDIX D) ri - A5 PER NY55G 2020 CHAPTER 16 SECTION I60q AND A56E 7 2016,WIND EXP05URE CATEGORY AND SURFACE ROU6HNE55 IS B • USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND VINYL 5101 _ ... ._ .. .... . .... _. _ _.. _... -..... _. _........ -.._.... GENERAL NOTES SITE NOTES v 12VINYL SIDING I. THE DESIGN COMPLIES WITH THE 2020 RE=SIDENTIAL CODE OF NEW YORK STATE AND REFERENCED STANDARD WFGM 2018. I.PITCH GRADE AWAY FROM BUILDING. PROVIDE -- - 2. THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. 2.PROVIDE DRY WELLS AS REQUIRED. O 12 FLASHING 3. BUILDER CONTRACTORS TO OBTAIN CERTIFICASOLELY TE OFSIBLE FOR OCCUPANCY G.OCOMPONENTS. 5.ALL TREES 4.ANY LANDSCAPING DAMAGED BY CONSTRUCTIOIN 15'OF CONSTRUCTION TO BE N SHALL BE REPLACED. 4. BUILDER TO CARRY WORKMAN'S COMP.INS. IN AMOUNTS AS REQUIRED BY LAW. AS REQUIRED. n 5. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER G.O. 15 ISSUED. 5.ALL CURBS,51DEWALK5,ETC.DAMAGED SHALL BE REPLACED. Ll_ 6. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING DEPARTMENT. 1. ARCHITECT HAS NOT BEEN RETAINED FOR ANY FIELD SUPERV15ION OR INSPECTION. EXCAVATION /A�IOI�I f.IOTICG 8. DRAWINGS ARE NOT TO BE SCALD BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO BE E l'�Y l� N N t ES BROUGHT TO ARGHITEGT'5 ATTENTION IMMEDIATELY PRIOR TO CONSTRIIGTION. q. THIS ARCHITECT HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ARCHITECT IS NOT I.EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS. 5PEGIFIED LEVELS. 7-2" DESIGN LOADS 2 MATERIAL NEEDED FOR BACK.ALL TOP 501L TO BE STOCK IFIDLL,TO BE STOCFOR FUTURE USE. PILED SEPARATELY,NOT NEEDED MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. 2-O _ PRO IQ ' ' "` O DESIGNLOADSARE IN COMPLIANCE w/SECTIONS 8301.4,83015 f 301.6 3.BACK FILL SHALL BE PLACED IN 12"LIFTS d COMPACTED TO q5%OF MODIFIED FLASHING Roo OW LOAD ALLOWA 45� ABLE R301.6 t R3012(l)ECTIONS COMPLY v4l TION 83017 Q - _ ... .__. .... ...._ - DEAD LOAD 15 PSF ATTIC LOADS: NOTES TO DENSITY. pp�� I�LiNPORGIN6 111 lS STORAGE 20 PCF TABLE 4 I ASCE(PAGE 13) WIND LOAD: 130 MPH i• ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE m NON STORAGE 10 PSF TABLE 4 1 ASG AGE 13 - AGE 40) GRADE NEN BI CONFORMING To A5TM ::......_. . 12 PROVIDE ALUM. 1.2.15.1 615 GRADE 60 HA ENG ALDE516N STRENGTH OF 6OA00 PSI. E lP I _ _ OR LOAD STEP FLASH I N6 FLOC 5: M FIGURE b Ic ASCE P DEAD LOAD 10 PCF TABLE 4 I ASCE(PAGE 13) REE(3) INCHES FOR BARS CURE 830 WALL LOADS: 2.TYPICAL COVER FOR ALL REINFORCING BARS E THREE DEAD LOAD 15 PSF PAGED AGAINST EARTH AND 2"FOR BARS PAGED AGAINST FORMS UNLESS PROVIDE 12 " PROVIDE I UPLIFT: WIND EXP05URE'5'CATEGORY SEISMIC LOAD: CATEGORY G OTHERWISE SHOWN. FLASHING FLASHING FROM AF d PA WOOD FRAME GONSTRUGTION MANUAL FROM FIGURE 83012nd. FIN. FL. .2(2) 3.ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES To FIBERGLA55 5HIN(5LE5 - _ BE FOR - ' 4.WELDED W RE FABRIC(WWF)TO BE-TY(4o)BAR DIAMETERS 1 b"x 6"SPACES,#10 x u10 GAUGE WHIGH SHALL TABLE 8602.3 I CONSIST OF GOLD DIRAWN MEMBERS HAVING AN ULTIMATE STRENGTH NOT LE55 THAN � FASTENING SCHEDULE FROM 2020 NYSRG 70,000 P51.WWF To BE PACED A5 SHONN ON THE PLAN. \ 12 ITEM DESCRIPTION OF BUILDING ELEMENTS tf1NIBER AND TYPE OF FASTENER ` SPACING AND LOCATION 5.ALL REINFORCING TO BE SECURELY FASTENED TO RE515T MOVEMENT DURING -- --------FIBERGLA55 SHINGLES _ ROOF 6.WENCRETE LDED HIRE ABRTOF EQUIVALENT STEEL AREA MAY BE SUBSTITUTE?FOR ANY 12 �4 4-Sd box(2 "x0.113")or REINFORCING BAR GIRID. BLOCKING BETWEEN CEILING JOISTS 3-8d common(2 "x0.131")or =12 OR RAFTERS TO TOP PLATE 3-IOd box(3"x0.128°);or TOE NAIL I ...... .. .._: 3-3"x0.131"nails CONCRETE NOTES 4-8d box(2 "x0.113")or -. 2 d r I. ALL CONCRETE TO BSE f c = 3,500 P51® 28 DAYS UNLC-55 OTHERWISE NOTED -GONG - 2 CEILING JOIST TO TOP PATE 3 8 comm n(2 x0 I) PER JOIST, OE NAIL 1' ° o" 13 0 5T,T STEPS TO BE 3500 ff'c®28 DAYS 15'- u _ 3-IOd box(3 x0.128");or 2. ALL EXPOSED CONCRETE To BE AIR ENTRAINED. HFF3-3x0.131'Halls I 7F 3. SOIL VALUE ASSUMED AT=-1 TON PER 50.FT.AT DEPTHS NOTED. SOIL CONDITIONS TO BE „ GEILIN6 J015T NOT ATTACHED TO 4-IOd box(3"x0.128")or VERIFIED PRIOR TO CONSTRUCTION.WATER FRONT OR PROPERTIES IN CLOSE PROXIMITY TO _I TAPPERED PROVIDE TH15 OFFICE WITH TEST HOLE DATA BY LICENSED 3 - (%"x0.162") r FAGS NAIL 8 � UNF LUTTED p FIBERGLASS COLUMNS W/ PARTITIONS(SEE SECTION OVER 0.131mnallOR GERTIFI D SOIL MECHANIC. 3x .. ... bd cono 4 OM O 101 FOOTINGS T BE 3' MINIMUM E OW GRA L DE. VINYL SIDING SQUARE GAP BASE 880252 AND TABLE 880252) ¢ " � BOTTOM F EXTERIOR TIN O -0 MIN B A16"X16" 4 GEILIN6 J015T ATTACHED TO PARALLEL 5. ALL N TAB A STEPFFOOTINNG TDOM O REST SNREVIRGINDUNDISTURI3ED SOPL OOTINGS SHALL BE ONE VERTICALLY _ )l 2. 2 FACE NAIL 6 TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE.F HH DOWN TO RAFTER(HEEL JOINT 5�SECTIO LE 880 5 CONCRETE PI 880252 AND TABLE 88025.2) I. WALL FORMS TO REMAIN IN PLACE IN PAGE 3 DAYS MINIMUM. -TYPICAL 5 COLLAR TIE TO RAFTER,FAGS NAIL OR 4-10d box(3"x0.128")or 8. CURE AND SEAL ALL 51-AB5 ON GRADE WITH 2 GOATS HORN CLEAR SEAL OR EQUAL. LL-LU, 3-IOd common(3"x0.148")or FACE NAIL EACH OTHER q• CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL WALLS A5 VINYL SIDING 1i"x 20 GA.RIDGE STRAP TO RAFTER 4-3`x0.131'Halls REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. 1St. FIN. FL. 3-Ibd box nails(3 "x0.135");or 2 TOE NAILS ON ONE 510E 10. PROVIDE 5AWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALK5 ON 6 RAFTER OR ROOF TRU55 TO PLATE x(3 x01280 x0 4 )p EACH R ELECTRIC,PLUMBING _ GRADE,AT 20'-0'MAXIMUM IN BOTH DIRECTIONS. 3 IOd co 18" r AND I TOE NAIL ON II PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR 4-IOd bo OPP051TE SIDE OF E MECHANICAL,ETC. COORDINATE WITH OTHER CONTRACTORS,DRAWIN65,AGENCIES,ETC. RA 4-3"x0.131'nails RAFTER OR TRU55� 12. CONCRETE FOUNDATIION WALLS TO BE CAST MONOLITHIC.NO HORIZONTAL JOINTS SHALL BE 4-Sd box(2 "x0.113")or PAGD IN WALLS. 3-8d common(21"x0.131")or 13. ALL EXPOSED CONCRETE 5LAB5 TO RECEIVE ARCHITECTURAL FINISH AND 5GORING AS PER ( 1 3-IOd box(3°x0.128');or PLANS AND 5PEGIFICATION5. 1 I I 1 I ( I I I ROOF RAFTERS TO RIDGE,VALLEY " 14. NO CONCRETE OR MASONRY SHALL E PERFORMED IN TEMPERATURES 40 DEGREES F.OR O z ( 1 I 1 -E OR HIP RAFTERS OR ROOF RAFTER 3-3 x0.131"nails LESS. NO CONCRETE:SHALL BE CAST ON FROZEN SURFACES. TO MINIMUM 2"RIDGE BEAM 3-Ibd box nails( "x0.135");or 5. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ARCHITECT. 2-16 common(3�"x0.162")pr END NAIL 16. ALL FOOTINGS TO BE 8"OR 6"PROJECTION ON EACH 510E OF FOUNDATION WALL MIN.(2) 3-3"x0.131"nails #4 REBAR5 CONTINUOUS,UNLE55 OTHERWISE NOTED(SEE PLANS). m I I7. PROVIDE MINIMUM 2";x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL. _ _ L__J L J L L_ WALL 18. ANCHOR BOLT 51ZE AND MAXIMUM SPACING MUST COMPLY WITH TABLES 32A,3.25 AND J STUD TO STUD(NOT A BRACED WALL Ibd commons "x0.162) 24"o.c.FACE NAIL 3.2G,OF THE WFGM 2018.7"MIN.ANCHOR BOLT EMBEDMENT INTO CONCRETE FOUNDATION 8 PANELS) IOd box "x0.128 ;or WALLS AND 15"MIN. IN MASONRY BLOCKS,AS PER TABLES 3.2.L7.AND 32.2.3.ANCHOR 3"x0.131"nails Ib"O.G.FACE NAIL BOLTS MUST BE PROVIDED WITH 3"WASHERS,PER 3.22.3,AND ARE TO BE PAGED WITHIN STUD TO STUD AND ABUTTING STUDS AT l6d3"x box" "x0.135");Or 12"o.c.FACE NAIL 12'FROM ANY Iq. CRAWL SPACE VENIN ACCORDANCE w/SECTION 40M THE END 8 ARE TO EEACH TLOCATION PER 3.2.11. TED WITHIN 3'-0" \ I EL, EVATION q INTERSECTING WALL CORNERS(AT " OF EACH CORNER OF THE BUILDING. BRACED WALL PANELS) Ibd commons(31"x0.162") 16"o.c.FAGS NAIL 20.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS BUILD-UP HEADER(2"TO 2"HEADER 16d common(3 "x0.162") Ib"o.c.FAGH EDGE FAGS NAI WATERPROOFING. SGALE 4 = i,-o,, F.N�RcS`I' CODE COMPL I ANGrz STATEMENT l0 WITH 4"SPACER) Ibd box "x0.135" 12"o.c.EACH EDGE FACE NAI CARPENTRY NOTES 5-8d box(2 "x0.113")or �_/l I THE HEREBY UNDERSIGNED NEW YORK STATE REGISTERED DESIGN PROFESSIONAL 5TATE-5 11 CONTINUOUS HEADER TO STUD 4-8d common(2�"x0.131")or TOE NAIL 1. ALL IM00D SILLS,5LOGKIN6,NAII ER5,ETC. IN CONTACT WITH MASONRY,CONCRETE OR SOIL C' THAT TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS 4-IOd box "x0.128") TO BE PRESSURE TREATED. Q / p Ibd commons(3 "x0.162") 16"o.c.FACE NAIL 2• PROVIDE GALVANIZED STEEL TERMITE SHIELD d SILL SEALER AROUND ENTIRE PERIMETER. PROPERTY AREA: 29,6 08.00 S.F. AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2020 NY5EGGG (8401.2 AND G4012) 12 TOP PLATE TO TOP PLATE 3. ALL NAILS,BOLT5,JOISTS HANGERS d FRAMING CONNECTORS TO BE HOT-DIPPED IOd box 3"x0.128";or 12"o.c.FACE NAIL GALVANIZED. /�� 3"xl6d b nails 4. ALL JOISTS,RAFTER'S,HEADERS 4 GIRDERS SHALL BE DOUG FIR f'b 850 F51 MIN.STUDS TO �0 EXISTING RESIDENCE AREA: I�I7.Sq S.F. GENERAL NOTE 8- 16d box Halls(3"x0.162');or FACE NAIL ON ONE SIDE OF BE MIN.HEM FIR fb 850 P51. 112-Ibd box(3"x0.135');or END JOINT(MINIMUM 24: 5. ALL SHEATHING SHALL BE 1/2"DOUGLAS FIR EXTERIOR GRADE PLYWOOD, NAILED bd a 6" J r �nfi 13 DOUBLE TOP PATE SPLICE 12- lod box(3"x0.128");or LAP SPLICE LEN5HT EACH O.G.2 INTERIOR a INTERMEDIATE BLOGKING POINTS. COVERED WITH 15 LB.BUILDING PAPER '0 /\�\ PORTION OF RESIDENCE TO BE REMOVED AREA: �4.Q3 S.F. 12-3"x0.131"nails SIDE OF END JOINT) OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED 4 SEALED. • TM 2020 WN YOM STATE IRESMO'TIAL CODE BOTTOM PLATE TO JOIST,RIM JOIST, Ibd commons(3 "x0.162") I6"o.c.FACE NAIL 6. AALLLL. SUB FGO F5 T TO 3/411 MINS O STUDS NAILED NrrH d TW25TOA ILS a 6 O.G. PROPOSED I St. FLOOR EXPANSION AREA: 1,,465.2"1 S.F. 14 BAND J015T OR BLOCKING(NOT AT Ibd box(3'x0.135");or EXISTING GARAGE BRACED WALL PANELS) 12"o.c.FACE NAIL 8. HEADERS,TRIMMERS d JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN JOISTS -7 r1-t THE ELODL STAT,EGlMTERS UNDER PARTITIONS. BLOCK STUD WALLS® 1/2 STORY HEIGHTS d AT UNSUPPORTED E06E5 312.40 S.F. PROPOSED I st. FLOOR REAR EXPANSION AREA: 4-7.q-7.'I 1 S.F. 12 24 BOTTOM PLATE TO JOIST,RIM JO15T, 3-Ibd box nails "x0.135");or 3 EACH Ib"o.c.FACE NAIL OF PLYWOOD. p 15 BAND JOIST OR BLOCKING(AT 2-Ibd common nails(3'x0.162")pr 2 EACH 16"o.c.FACE NAIL q. ALL GAP PLATES TO,BE DOUBLED 4 NAILED WITH Ibd a 12"O.G.LAP GAP PLATES AT PROPOSED FRONT COVERED PORGH AREA: 644.58 S.F. • nE FLS' M GODS OF NY STATE,CMnERS 25 niZOLI M 52 BRACED WALL PANELS) 4-3"x0.131"nails 4 EACH 16"o.c.FACE NAIL CORNER. 4-8d box(2 "x0.113")or 10. HEADERS OVER DOORS AND WINDOWS UP TO 3'-0"WIDE TO BE(2)2x6 FOR OPENINGS 3'-0" 3-Ibd box(3"x0.135")or TO 5b"USE(2)2x8,UNLESS OTHBZN15E NOTED. PROPOSED REAR DEGKS AREA: 151.16 S.F. TM w'W=&MOY WMERVATM GODS OF NY STATE 4-Sd common(2"x0.131");or TOE NAIL II. FOR HEADERS OVER 5'-0"LONG USE DOUBLE JACK STUDS. Q-y FIRE/ SMOKE/ HEAT DETECTION 4-10d box(3"x0.128") 12. MIN.BEARING FOR JD611,1 ,BEAMS E STUDS TO BE 2'. PROPOSED 2nd. FLOOR EXPANSION AREA: b20.8 1 S.F. 16 TOP OR BOTTOM PLATE TO STUD 4-3'x0.131"nails 13. PROVIDE COLLAR BEAMS MAX. FTE O.G. IN ALL FLOOR CONSTRUCTION. 14. PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE d LOCAL GORES.(I6"o%,® 4'-5" p 1. INSTALL SMOKE 4 CARBON MONOXIDE DETECTORS AS SHOWN ON PAN. 3-Ibd box(3 "x0.135");or ABOVE ATTIC FLOOR) 2-l6d common nails PROPOSED 2nd. FLOOR EXPANSION AREA: 550.78 S.F. 2.SINGLE d MULTIPLE STATION SMOKE ALARMS ARE AL-50 TO Be INSTALLED IN CELLAR AND SHALL 3-10d box(3'x0.128");o 0.162")pr END NAIL 5. 800811 FRAMING G IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF GH.3 OF THE W.FG.M. p S.F. E INTERCONNECTED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. 3-3"x0.131"nails 16. PARALLAM,MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED BY TJI PROPOSED 2nd. FLOOR REAR EXPANSION AREA: 66.SCJ JPOWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY w/83155. 3-IOd box nails 3"x0.128";or CORP.OR APPROVED EQUAL. TOP PLATES,LAPS AT CORNERS AND FACE NAIL 17. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/R502.1 I7 2-Ibd common nails(3 x0.162")pr 3.CARBON MONOXIDE ALARMS SHALL BE PROVIDED WITHIN EACH DWELLING UNIT ON FAGH STORY INTERSECTIONS MATERIAL FOR LOATH BRC.STUDS,PLATE-5,AND HEADERS ARE TO BE IDENTIFIED IN EXISTING GARAGE AREA: 512.40 S.F. 3-3'x0.131"nails CONTAINING A SLEEPING AREA WITHIN 15 FEET OF THE 5LEFPING AREA,PROVIDE MORE THAN ONE ACCORDANCE w/8602.1. / CARBON MONOXIDE ALARM IF NECESSARY.THE CARBON MONOXIDE ALARM 15 TO BE LISTED d x x0. ;or 15. STRUCTURAL FLOOR MEMBERS ARE NOT To BE GUT,BORED,OR NOTCHED IN EXCESS OF THE LABELED AS COMPLYING w/UL 2034 OR CAN/65A 6.Ig,AND 15 TO BE INSTALLED AND MAINTAINED 2-8d common(2�"x0.131")pr LIMITATIONS SPECIFIED IN FIG.8502.8.CUTS,NOTCHES,AND HOLES BORED IN ENGINEERED �f O �1 IN ACCORDANCE w/MANUFACTURERS INSTRUCTIONS AND SECTION 8315 OF THE 2020 RESIDENTIAL 18 I"BRACE TO EACH STUD AND PLATE 2-10d box(3"x0.128");or WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE a TOTAL BU I LD I NCS AREA: t,��V•`I S.F. GORE OF NY5 AND SECTION ql5 OF THE 2018 IFC . FACE NAIL \ 2 sta les i SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER,IN ACCORDANCE w/8502.8.2. x x ;or STUD DRILLING E NOTCHING ARE AL50 TO COMPLY w/R602.6.(5EE DETAIL) % LOT OCCUPANCY 14.5 % 4•INSTALL HEAT DETECTION IN GARAGE AS PER 2020 NY5 RESIDENTIAL CODE SECTION 8314.2.3 2-8d common(2�"x0.131");or Iq. IN ACCORDANCE w/SECTION R312.1,REQUIRED GUARDS FOR HANDRAILS ARE TO HAVE iq I'xb'5HEATIN6 TO EACH BEARING 2-10d box(3"x0.128");or GAPS THAT DO NOT ALLOW PASSAGE OF A 4"0 SPHERE 3 PORTION OF 0 ELECTRICAL NOTES FACE NAIL 20.STAIR TREADS SHALL BE 14"THICK CLEAR OAK,UNLESS NOTED. FX/S?70, RESIDENCE TO �\ cro I. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY W. 3 58d to 160x1(2 "x0.113')or I " Ion 22 INTERIOR 4 CEILiiN6SFINISHALL ES ARE HAVE MATERIALE CLEAR A FLAME SPREAD G AS NOTED.CATION NOT GREATER BE REMOVED \ PROPOSED REAR 2. ON NEW WORK BASE BID ON 200 AMP SERVICE. 3-8d box(21"x0.131')or THAN 200 d A SMOKE DEVELOPED INDEX NOT GREATER THAN 450,IN ACCORDANCE w/ 34.93 5.F. 3. ALL WIRING To BE MIN. 14 AWG. . R316.3. DECKS 3-IOd common(3"x0.128);or s 4. CONVENIENCE OUTLETS TO BE 18"A.F.F.,UNLC-55 NOTED OTHERWISE. 23.ALL CLOSET SHELVES TO BE /4 x12"CLEAR PINE UNLESS OTHERWISE NOTED. �� 151.16 S.F. 5. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. 2,0 I"x8"AND WIDER SHEATING TO EACH 3 staples I"crown,16 o.,1i" long 24.PROVIDE Lv4"WOOD CLOTHES ROD IN ALL GLO5ET5. PROP05E:D 2nd. Hill o O 6. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING BEARING Wider than I"X8" 25.CERAMIC TILE SURFACES d INSTALLATION ARE TO COMPLY w/8702.4,OTHER FINISHES TO I-� SYSTEMS. ] 4-8d box(21"x0.113");or FACE NAIL COMPLY w/87025, d R702.6. FL. EXPANSION p 1Ci 1. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING 5TRUGTURAL COMPONENTS MUST d COMPLY w/SECT.E3402. 3-Sd common(2•x0.131")pr R00F I NG / SIDING NOTES 66.58 S.F. / 8. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX,BOILER,ETC.SEE SECT.E3405. 3-IOd box(3'x0.128');or PROPOSED Ist. FL. q. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. 4 staples I"crown,Iro a.,I " Ion I. ROOF COVERING MATERIALS ARE/ COMPLY w/SECTIONS RE T REIN 6 8905 AND ARE REAR EXPANSION � �� FLOOR TO BE IDENTIFIED ACCORDANCE w/8904.4.ROOF DRAINS ARE 70 BE INSTALLED IN AGGORDANCE w/RgO3.4.DRAWINGS AND DETAILS TO BE SUBMITTED. 47.9-( S.F. / TABLE R404.120) 4-8d box(2 "x0.113");or 2.ASPHALT SHINGLE UNDERLAYMENT 15 TO COMPLY w/SECTION RgO5.2.3.SELF SEAL STRIPS EXI5TING �' MINIMUM HORIZONTAL REINFORCEMENT FOR GONGRETE BASEMENT WALLS AND FASTENERS ARE TO COMPLY w/R9o5.2.4 d Rg05.25.DETAILS OF ASPHALT SHINGLE 3-8d common(2 "x0.131")pr RESIDENCE 21 J015T TO SILL,Top PATE OR 61RDE 3-IOd box(3"x0.128');or TOE NAIL ROOFING INSTALLATION ARE TO BE SUBMITTED.FOR ROOF SLOPES OF 4/12, DOUBI F MAXIMUM UNSUPPORTED 5.0 6.0 HEIGHT OF BASEMENT WALL LOCATION OF HORIZONTAL REINFORCEMENT 3-3"x0.131"nails UNDERLAYMENT 15 REQ'D.IN ACCORDANCE w/8905.2.7.THE REQTJ UNDERLAYMENT 15 TO 1817 Sq S.F. CONFORM w/A5TMD226,TYPE 1,OR A5TM D486q,TYPE I IN ACCORDANCE w/R9052.3 (FT) RIM JOIST,BAND JOIST OR BLOCKING 8d box(2 "x0.113') 4"or-.TOE NAIL 3.FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS of PROPOSED 2nd. / ONE NO.4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND 8d box(2�"x0.131');or UNDERLAYMENT CEMENTED TOGETHER,OR A SELF ADHESIVE POLYMER MODIFIED BITUMEN 8 22 TO SILL OR TOP PATE(ROOF " SHEET,15 TO BE USED 4 15 TO EXTEND FROM THE EAVE'5 EDGE TO 24"MIN. INSIDE THE FL. EXPANSION / ONE NO.4 BAR NEAR MID-HEIGHT OF THE YVALL STORY IOd common Halls(3"x0.128)pr b"o.c.TOE NAIL APPLICATIONS ALSO) EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/Rg05.2.1. 550.18 S.F. / PROPOSED 2nd. ONE No.4 BAR WITHIN 12 INCHES OF THE TOP OF THE WALL STORY AND 3-3"x box n"x 4.FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN ACCORDANCE p \ FL. EXPANSION �8 ONE NO.4 BA8 NEAR THIRD POINTS IN THE WALL STORY Y4/R703.8.5,Rg03.2, t R905.2.8. 3-8d box 2 "x0.113")or 270.53 S.F. 23 I"xb"5UBFLOOR OF LE55 TO 2-8d box(21"x0.131")or 5.HOUSE WRAP MATERIAL OR BUILDING FELT d IT'S INSTALLATION ARE TO COMPLY w/R7052 M 3-IOd common(3"x0.128');or FACE NAIL b.WEATHER RESISTANT SIDING ATTACHMENT AND MIN.THIGKNE55 ARE TO COMPLY w/ f ro TABLE 8402.2 EACH FLOOR 2 staples I"crown,16 go,IJ' Ion 703.6.3 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 3-Ibd box(3 "x0.135');or PLUMBING NOTES MINIMUM SPECIFIED COMPRESSIVE STRENGTH" fj 24 2°5UBFLOOR TO JOIST OR GIRDER 2-ibd common(31"x0.162') BLIND AND FACE NAIL PROPOSED 1st. ;� / PROPOSED FRONT TYPE OF LOCATION OF " 1. PLUMBING TO CONFORM TO 2020 NYSPG AND LOCAL CODES. FL. EXPANSION , / , fl 1333=� COVERED P RGH CONCRETE GONSTRUGTION WEATHERING POTENTIAL 25 LANK d BEAM-FLOOR b - 135";or 2. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. 2 PLANKS(P 3 Ibd box 3 "x0 AT EACH BEARING,FACE NAIL G O ROOF) 2-ibd common(3 "x0.162") 1,465.29 S.F. m m NEGLIGIBLE MODERATE SEVERE 3-Ibd common(3"x0.162');or 4. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. 3. INSULATE ALL SUPPLY LINES AS PER SCHEDULE. 4Q. ry 29.17 �44.38 S.F. BASEMENT WALLS,FOUNDATIONS AND OTHER 4-IOd box(3"x0.128")pr 5. ALL FIXTURES TO BE AMERICAN STANDARD,KOHL.ER OR APPROVED EQUAL,FURNISHED < U� CONCRETE NOT EXP05ED TO THE WEATHER 2,500 2,500 2,500 26 BAND OR RIM J015T TO JOI5T END NAIL 4-3"x0.131"Halls;or 6. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO ? f NEW DRIVEWAY, 34.67 . `\ INSTALLED BY CONTRACTOR. ( O ASEMENT SLABS ON GRADE,EXCEPT 2500 2 00 2500 4-3"x14 o.staples, "crown COMPLY w/83173.1 )rXPANSION ' k iGARAGE FLOOR 51.AB5 NAIL EACH APER A5 7. WATER d DRAINAGE PLUMBING 15 TO BE INSTALLED IN ACCORDANCE w/CHAPTER b. W / - BASEMENT WALLS,FOUNDATION WALLS, 20d common(4"x0.192");or FOLLOWS: 32"O.G.AT TOP A 6. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A SLEEVE 2 /. EXTERIOR WALLS AND OTHER VERTICAL 2,500 3,000d 3,000d 130TTOM AND STAGGERED PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT,IN ACCORDANCE w/SECTION / IV CONCRETE WORK EXP05E D TO THE WEATHER 27 BUILD-UP GIRDERS AND BFAM5, IOd box(3"x0.128');or 24"o.c.FAGE NAIL AT TOP bob. �p Z ORGIES,CARPORT 5LA135 AND STEPS 2-INGH LUMBER LAYERS 3-3"x0.131"nails AND BOTTOM STAGGERED ON q• PIPE SUPPORTS ARE TO COMPLY w/SECTION 606. (,.•, m N EXPOSED TO THE WEATHER,AND GARAGE 2500 3,000dex 3 500d°f And: OPPOSITE SIDES LOOR SLABS 2-20d common 4"xO.lg2"pr FACE WINDOW AND DOOR NOTES X 3-10d box(3"x0.128");or AND ATEACH SPLICE a. Strength at 28 psi. 3-3"x0.131"nails 1. ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL GLAD WOOD WITH INSULATED O / PROPOSED 18' b. See table 830120 for weathering potential. GLASS,5GREEN5 d LOCKS A5 MANUFACTURED BY ANDERSEN OR APPROVED EQUAL c. Concrete In these locations that Is subject to freezingand thaw duringconstruction shall be air-entrained concrete In 4-Ibd common C3 "x0.135");or WIDE DRIVEWAY accordance with Footnote d. , 28 LEDGER STRIP SUPPORTING 3-Ibd common(3"x0.162");or AT EACH JOIST OR SIZES AND TYPES AS INDICATED UL PANS.UNLESS OTHERWISE NOTED. 1 JOISTS OR RAFTERS 4- l0d box(3"x0.128');or RAFTER,FACE NAIL 2'ALL EXTERIOR DOORS TO BE INSTATED METAL,A5 MANUFACTURED LL BENCHMARK, ` /, . t• (J1 d. GorEcrete shall be a4'-entrained. Total air content(percent by volume of concrete)shall be not less than 5 percent or more than STANLEY OR EQUAL. �51ZE5 AND TYPES AS INDICATED ON PANS. FULLY \ f N 7 Percent. 4-3"x0.131'nails WEATHER-STRIPPED,LOCKS.UNLE55 OTHERWISE NOTED. e.See Section R4022 for maximum cementitlous materials content. 2-IOd box "x0.128";or 3.ALL INTERIOR DOORS,TO BE Ie/a'THICK,HOLLOW GORE,FLUSH BIRCH,U.O.N.ALL DOOR C f f. For floors with a steel-troweled finish,reduction of the total air content(percent volume of concrete)to not less than 2q BRIDGING OR BLOCKING 70 10157 JAMS AND BUCKS TO BE CLEAR PINE. 9°f'a9e P � 2-8d common(2 "x0.131";or FAGH END,TO NAIL 3 ercent Is permitted 0 the specified c esslve stn of the concrete Is Increased to not less than 4,00 sl. 2-3"x0.131" nails CONDITIONS R X ST 6 SS OT S NOTED ARCHITECTS NOTE PROPOSED ALTERATIONS date: 02-11-21 0 08-oq-21 7 I POR ADDITIONS 4 ALTERATIONS ONLY FOR �ry y�/� 08-51-20 0-1-0-1-21 I I\� �UL GU � +267 THE ARCHITECT HAS BEEN RETAINED TO DESIGN AN ADDITION TO,RENOVATE OR LEGALIZE THIS EXISTING STRUCTURE. MR. MRS. G I M I NO Harold &e bh�I I `!I '�~ y O3-tea-21 STRUCTURE ANDBEFORE ItITS 5EGINS,THE ENTIRE TRUGTURAL INTEGRITY ARE VI5UALLNSPE TED AND NOTEDCTURE 15 MEASURED AND EXISTING, . POTENTIAL PROBLEMS TIONS ARE EMS AND ILDING 155 WEST SHORE ROAD V� E' GF�p drawn by: Architect DIANA C�OMEZ HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE PLAN. SOUTHOLD, NY �� •��0 NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY AGGE551BI E FOR INSPECTION BY THE ARCHITECT. 565 North JNeI IWOOd Avenue THEREFORE,ARCHITECT'S LOOK FOR GLUES,FOR EXAMPLE, CRACKS,DIFFERENTIAL SETTLEMENT,GRUMBLING,ETC... Mw� fob no: 5U66EST THAT THE EXISTING FOUNDATION MAY BE FAILING OR SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE Lindenhurst, N.Y. 11-157 `� REPAIRED, ROLE IN REINFORCED,WHICH WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE S.G.T.M. No. 1000-80-2-25 631-226-3708 , 142 9 02017-44-G ` I FLAN ARCHITECT'S ROLES IN A PROJECT. ` T �T FAX 226-5088 THI5 ABGHITECT HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND AS FAR AS THEPARAHE6ARGH@YAHOO.GOM "" �•' dW n0: SCALE IEE = 20 1-0 EE GONDIMTIEONS DISCOVERED DURING DEMOLOF TH15 PROJECT. EVERY ITION,GON5CAUTION HT8UGTAS BION OR INSPECTION BY A BUILDING INSPEGEEN TAKEN To INSURE THAT TH15 TURf IS TOR SFE. IF SITE PLAN, FRONT ELEVATION, ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY IN WRITING 50 THE CONDITION OR CONDITIONS GAN BE RECTIFIED. NOTES $ DETAILS I OF NOTES, SPEC 111 GAT I ONS 4 DETAILS COMPONENT 4 CLADDING PRESSURE ZONES- R301.2(7) (a= 4'-O" IN ALL CA5E5) 221-011 28- a a a as a a 4 Q ' a 3 2 2 a 2 3 3 2 3 a 2 O 3 3 I- - 7n I I i I 2X12 - % C.•r:•�-'•.:.:} - h I I I I I I I I TREATED S I 9 I S I I 1 STRINGERS— ( —I— 17'_0„ 4 i® I ® ° 2i12 21 I° 2 i O Ja al O EXISTING NALL5LILJ 5 1 TO BED DEMOATIONLISHED ) 8 l0' ° 1 I I I I _� , ° L . O a 3 2 -- --2-- 3 a 3 - 2 3 3 2 3 a O + 0 TREATED _ 0 14"N GONGRETE FOOTING AS 4 2 x< — NI I 1 PER TABLES R507.3.1 AND MALLS G eLi IoRo�F5 (lo S sR O (loI i e Oso°) –Dt - -- I 2XD LEDGER N m d - R401.4.1 OF THE NYS 2020 RESIDENTIAL GODS I = 8d NAILS®6"o/C ` ••` :,� _:.,: r.: ';,•:.;:.'; 2)2x 2 2X8 ° _ — Q TREATED O TREATS 5600 MODULAR °2 IOd NAILS®b"o% s a e h h h — — — VENT. _ °3 = IOd NAILS®6"o% (e SIO.) (10°S9S45°) (10°S0S30°) \O �I O EGRESS SYSTEM W PL400 CONSTRUCTION ADHESIVE m I U" O I G ANL S�'.I� K I N _ = 13.6K ( -' d BY WELLGRAFT (NOTE: a= 4'-0" IN ALL GASES) 6j I r – -5-1 `9 _ m -SEE SPECS. _ ( ATTACHED NOTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED 26'_8 L––J 2x8 TREATED 1�.EDGER 31:_4, (2)2x12 BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL, UNLESS NOTED #4 REBAR 12"o/G RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR CONNECTION OPTION 'A' #4 REBAR 12"O/G IL PROVIDE AGGESS VERTICAL MATCH EXISTIN XI T. L5268-6T5 Ibs.UPLIFT OPTIONAL NAILS VERTICAL MATCH dJ TO CRAWL SPACE DEPTH OF EXISTING BOILER /H PROVIDE 5/e EXISTING GONGRETE TFU26-640 Ib5.UPLIFT (W7OOD SHRINKA6E END LENGTH DEPTH OF EXISTING (V - AS PER 8408.4 FOUNDATION AND TYPE 'X' FIREGODE FOUNDATION WALLS MAY OCCUR AND ° 12"55PAN FOUNDATION AND i- FOOTING REFERENCE 3.4BCAUSE STRAP TOFOOTING z 1' SHEETROGK ABOVE BUIGKLE OUTWARD GELLAR EXISTING BOILER 5'-O" OR NAILING 8/12 E IS ALL DIRECTIONS � REQUIREDEXISTING 15 UPj (6'-5" G.H.) CATHEDRAL CEILINGIN ADDITION TO RIDGESTRAPPINGxEXISTING GOLUMN5 12/12 CLEAR TYPIGAL LSTA GI f� E L L A R o 20 GA411,4"24" UPLIFT S.D. o +G.M. EXISTING i MIN � ° END LENGTH EXISTING GONGRETE W G.H.) ( #4 REBAR 12"O/G NTH NOTH 4"� x q.11 STEEL FOUNDATION WALLS COLUMN ON. TO 4110 x q.11 STEEL O EX15TIN6 FOUNDATION ° FLOG)R-TO-FLOOR ° 26x26x1° GONG. FTG. 1 COLUMN ON. TO N AND FOOTING L5268 TMU26 INSTALLATION @)16"o/G REFERENCE 3.48 Ia.3K 2 x26x1° GONG. FTG. FOR NAILING I'-4" TYPICAL LI6HT SLOPE HANGER EXISTING 2x8 F.J. EXISTING 2x8 F.J. 5'-0" 4'-8" INSTALLATION 16 o/G r —— — " FLOOR TO FLOOR CONNECTION OPTION I -21,7 I I EXISTING 2x8 F.J. 51ZE OF HANGER DETERMINED BY 51ZE OF RAFTER TYP. CONNECTION FOR TWO I I I I POST ANCHOR DETAIL STORY APPLICATIONS Gfi�A1�1L Si=AGE � —... . . ———-- _.. x L —— J :. ————� - MINIMUM SHEAR WALL SEGMENT SIZE WALL HT. (H) SEGMENT I W EXISTING O = ASPECT RATIO: HIL-< 3V2 4"(P x Q.II STEEL EXISTING GOLUMNSiz W2 8-I' 2'-4 tn COLUMNDN. TO 3'-0, X 2x2 xl GONG. FTG. LU x __ EXISTING ONGRETE (y 15.5K �'' — °°° TYPIIGAL ° UPHD8 INSTALLATION z I I 13.SK I : ' I I I o ° r FOUNDATI t`l WALLS HOLIDOWN vw 5/8" EX 1 STI N6 GOLUMN5 I I I I H 2" ° THREADED ROD II X L W — 2X2- 234' – J – – – 2)2x12 PAU GROSS-SECTION �PAU L I IOd NAILS ALL HOLES LEDGER DETAIL HURRICANE STRAP DETAIL �"'P x 41�" LONG 4"N x q.11 STEEL I I I I RT30F LAO 8 (2)OLEACH IE"OD/G - qq5 IbS. UPLIFT IOd NAILS ALL HOLES o UN GAVATED COLUMN ON. TO EXISTING 26x26x1° GONG. FTC. Iy. I I I #4 REBAR 12"O/C r O Q (–––I C4' ONCRETE SLAB z I I I I d TYPICAL 5UH28R VERTVGAL MATGH DEPTH EXISTING GONGRETE ( - Q WITH 6x6 #10/10 WWM O Q _ REFERENCE 3.48 q,2K �0 Jl I 0.8K OVER 6 MIL PVG FOR NAILING Q DECK JOIST TO OF EXISTING FOUNDATION FOUNDATION WALLS I � VAPOR BARRIER o LEDGER INSTALL. AND FOOTING L– J z_� ® � L'– –) O/G I'-o" _ m TYPICAL RT16T o – – u- ®- 4"(P x q.11 STEEL I .�` I I I ° STUD TO FOUNDATION CONNECT ON II TRUSS/ RAFTER TO DOUBLE o — — — I W ' COLUMN ON. TO u RIDGE STRAP DETAIL SIMPS:ON MST2 1 20 GA. METAL STRAP, x or o 0 o G LLAR Q w - PLATE INSTALLATION @) 16"o/G o EXISTING GONGRETE Q 2x2 xl GONG. FTG. x O 12" MIEN. ON STUD SURFACE w FOUNDATION WALLS .� (7'-8" G.H.) ^ Q I ''' INSTALLATION 16 o/G GIRDER TO m 6.qK r- UPLIFT q80 IbS. CONCRETE PIER DETAIL TYPICAL LSTA56 N I �TO BE REMOVED r (3)I3/"xll?/$ M.L. GIRDER /b 0 x 5V2 LONG LAG BOLTS (OR EQUI\/ALENT) w :.:':_—::::.'• °.: • :. .. S.D. GE 3.4B REFERE:N +G.M. J I I REFERENCE TABLE A-3.6 FOR NAdLING — ! �. FOR NAILING i 6« WRAP 4 NAIL STRAP AROUND 0 . �• SILL fE ®I6 OIG /EACH STUD IT N8"(P A,NGHOR BOLT®36"o/c 21'-6" S„ 14'-0" 27'-t0" 8" � L5TA36- 1,305 Ibs.UPLIFT 44". 18 6A. 1914"X56" } 8" GONGRETE FOUNDATION ANCHOR BOLT DETAIL WALL ON A 8"xl6" TYPI GAL UPHD8 INSTALLATION L_ CONCRETE FOOTING WITH I I ( �V� ANCHOR BOLT-TO-PLATE p PITGH DOWN I — — — — — 2"x4" KEYNAY . 5LAB 2" -TO-STUD GON -TO-S NEGTI ON I SHEAR WALLS ONLY- (5LA5 ON GRADE,ETC) TYPIGAL SHAG UPLIFT UPHD8-33001bs.UPLIFT N I j O GONNEGTI ON INS T FOR CORNERS s m ( J ,' I I I I (8)W53 WOOD 5GREW5 r mALLATI ON OPENINGS 6'-0" LEGEND/ SYMBOL OR GREATER UI� XGA�ATD I - - - - - - - - - - - - - - - - -- - GIRDS DENOTES 1 I - W POST/ FOOTING CONN. ® LOCATION ON FOUNDATION PLAN -EXISTING TO REMAIN 13 4 2CI l-2 a �6"�ANCHOR BOLT®36"O/G 18 GIA. I�"x36" TABLE 3.4B UPLIFT STRAP CONNECTION REQUIRE1�TlT5 EXISTING TO BE REMOVED O IRDER (ROOF-TO-WALL,WALL-TO-WALL,AND WALL-TO-FOUNDATION) (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) 16" .G.PARTITION I WITHY2o GYPSUM GG SERIES COLUMN GAP WALLBOARD,BOTH SIDES UNLESS O FA5TE5T MILE WIND5PEED(MHP) SERIES NAILS ALL HOLES 9O 100 110 130 C4' OTHERWISE NOTED.ONCRETE SLAB - OOD POST FRAMING ROOF NUMBER OF bd COMMON NAILS IN EA. WITH 6x6 #10/10 WWM I (��: — {.'_ . _ _ _ ° , .'. _ _ ,. ., -5/8" TYPE X'FIRED RATED AU SERIES POST ANCHOR SPAGIING SPAN END or-I-V4"x 20 6,wE 5TRAPor ' .. 1 1 2 3 VAPOR BAOVER 6 I RRER ( — — — — — — — — — — — — — _ = SHEETROGK o RADE 16 1 ' ' 12 24 I 2 2 3 4" CONCRETE SLAB ANCHOR BOLT O PITCH DOWN I WITH 6x6 #10/10 MM I I i CONCRETE FOOTING 2 28 2 s 4 -�' SLAB 2" I OVER 6 MIL PVG -CAST-IN-PLACE CONCRETE - b I 2 2 4 VAPOR BARRIER _ RIDGE STRAP DETAIL 16 24 2 2 3 4 1- 7'-10" I3'-2" Pj" -DUPLEX RECEPTACLE INSTALLATION 16" O/G 14 V 36 2 3 4 6 >- GFI - DUPLEX INTERRUPTERLIFTW/GROUND LSTA24- q80 Ibs. UPLIFT 6 20 2 2 2 4 N.P,,,{{�� -DUPLEX RECEPTACLE W/GROUND •. c w.2 24 2 2 3 5 GFI lW FAULT INTERRUPTER WEATHER REFERENCE TABLE 3.6A 2& 2 3 3 5 12 2 2 3 4 3 4 7 � � ( PROOF FOR NAILING � �� 36 2 2 3 5 SWITCH Ib 2 (11 :a - 's.. :- 'i; r.. .;' i:•' •,+ 20 2 4 3 5 24 24 2 4 4 6 THREE WAY SWITCH 2b 2 4 4 1 32 2 4 5 T JUNCTION BOX IN CEILING ' TABULATED UPLIFT REQUIREMENTS A5aW A ROOF/GEILING DEAD LOAD \ / S.D. Q -HARD WIRED SMOKE DETECTOR THE IN6 ASSEMBLY S EMB OF 10 PSF(213 x INI 15 N T CONNECRAILS TED D TO THEYI5 NOT FA5 EMILY,SENT�IF THE -- 'AT RE T 13 END OFTHETHE TRA FOR EACH 5 E INCREASED IN LY ° -HARD WIRED SMOKE DETECTOR ROOF/GEILING DEAD LOAD THE TABULATED NJMBER OF NAI -IF SH BE +G M. PERMITTED TO BE REDUGEb BY I NAIL. CARBON MONOXIDE DETECTOR COMBO 2 FOR WALL-TO-WALL AND WALL-TO-FOUNDATION CONNECTIONS,THE TABULATED E.F. -EXHAUST FAN BROAN LI50 C75 CFM MIN) K 13M OF NAILS 514 BE PERMITTED TO REDUCED BY I NAIL AT EACH END 23'-10" 4 2'-4" 8'-O" 2'-4" OF THE STRAP FOR EACH FULL WALL ABOVE. PROPOSED ALTERATIONS date: 02-II-21 II-02-20 08-0q-21 FOR 08-31-20 07-07-21 Harold E. 6e�JI" ord 1 T� RRiy' - - 03-Oq-21 MR. � MRS. G I M I NO oma° E. �f= 0JN-L-;` A_T10N PLAN 155 WEST SHORE ROAD drawn by: SOUTHOLD, NY z �'k� � Q DIANA GOMEZ SCALE %" = I'-0" 363 North We 11 Wood Avenue Lindenhurst, N.Y. 1175-7 job no: S.G.T.M. No. 1000-80-2-25 651-226-3708 s� �� iQ 0201-1-44-G FAX 226-3088 FOUNDATION PLAN HEGARGH@YAHOO.GOM dwg no: . 20F (� 15'-4" 11 1'-2" ►'-8" I I'-i I" a'-8" 8'-10" PROVIDE 36" HIGH 0. HANDRAILS WITH (Y BALUSTERS ©5" O/G N- 22'-0" LINE OF ROOF _ DECK AGVE LJT--T 10'-2" I-T(2)2X8 ( I3/4X 2 M. -0 O qp Y2" PLY. 24'-D" d 24 68 3�- EXIM EY D�GK p GH N w p O 15.4 o Q / 13.1K 8 O O 4x6 W.P. O 6 u� (2)13/4"x l4_M.L. F.J. I--- CJ LINE OF PLY. \ ) 4 x 2 M.L. 2 213/n " u 2 —I " . r WALL ABOVE -10" X - _ _ - 151-011 ry _ / DAN / BATH - N - (10' G.H.) - / N ua KITCHEN 15/4"A4 M.L. F.J. a 1611 0/0 ° :•" _ : - � ° In (BRIDGE }�" POINTS) / 2 SHOWER 5HELVE5 o A4 H.L. F.J. � 16' O G Ln PANTRY � (BRIDGE � y3'' POI TS) - / 2°x68 : 1 ' � o 8'-O" 6'-0"PROV 6LLAZIINDE SAFE1Y 6 AS PER ° 2x68 STORAGE _ I SECTION 8308. .3 �� - XIS ` � f ' — _ 2'-6" 2'-6" OF THE 2020 N 5 - N n . 2°x68 N �• LINE OF ROOF -- , / ABOVE RES GODS N t!� / N Ems. I 2x68 21.�K _ _ SINK S D SHELVES 21'-O" Ike- 0 Iq.3K- 2x10 X 4x6 W.P: PLY. pLi SINK X /4 HR +G.M-t I I I -4(_)TUB - FIRE RATED SELF _ x 15/4"A4 M.L. F.J. a 16,10/6 ' = O \ _ y-� GLCO51 N6 DOOR - -1 p (BRIDGE 0 )3" O NT5) =n �--( - - _ LINE OF FLOOR/ I 4x6 W.P. \ x -- - - - - - CL =�"' I ilk 15.5K� ABOVE / 3N 13.8K \ (:l I ® PPING FOR FRAMED OPENINGS DET. 124x6" -cv 28x 8 V+ / \ STRA �' l m EXISTING WALLS, WINDOWS, ETC. I N ly REPAIR 1 ) ( 2 G.J. TYP. G520 STRAP b I-I0 POCKET d m OP N NGS A5 REQU IARED MATCH ` 16" p� - AT RAFTER TO CRIPPLE CLOSET S.D. N Q\ �°� i .. .. 3 - ADJOINING. SURFACES ' I ( I® � %o Q 1 I :...'........ ::..... m VENT ORYER T p - 16" O/ O I 2x10 R.R G OUTSIDE: AS PE T E LU J OPEN To ABOVE I ® 16,11O/G ALLOYVABLE DEFLECTION OF STRUCTURAL MEMBERS • 2020 RES GO C- F MUJ� d I I = NYS SECTION M 5� ' I PROVIDE I I I F.J. ROOM - O 1. HANDRAILS I I I x a STRUCTURAL MEMBER ALLOYVABLE m I, ORIDGE ® �� OINTS) 10-3 ��_4� _ DEFLECTION • • - BEDROOM ) 11 8 � T ROOM I DOUBLH SID D ry RAFTERS HAVING 5LOPE5 GREATER THAN 3/2 L/180 / w _ X6 GAS I PLIGE = WITH NO FINISHED GEILIN6 ATTAGHED TO • m p = J (2)1/4 X14 M.L.4 4x N.P.WP (10 G.H.) 3 10. K / N I N p RAFTERS 10.6 t_ �— (U3 x13.5 STEEL _ -� r- - INTERIOR WALL5 AND PARTITIONS H/150 • _ 13 "xl4 M.L. F.J. © 16" O G I ' 4x6 P. NAL I(Z8w x (BRIDGE 0 POINTS) / N O / • 1 _ OVE x68 \ I tZ =cv O ALL OTHER AND STRUGTURAL MEMBERS L/240 AT mI / N d v -ILI LU -- - - Q I w ua o' ' WH NI ALIGNED LINE OFAFT R WALL ABOVE I - I I x r =�I m EXTERIOR WALLS WITH PLASTER OR H/360 OR AT PLATES. I' O > > b.a LINE OF WALL ABOVE 6,q 5TU000 FINISH • 6 8 I x6 WIbX22 `� - ' — 2x x6 W.P. _ _ � _ — _ _ = J I EXTERIOR WALLS- WIND LOADS" WITH L/240 T- BRITTLE FIN15HE5 3Y2 X3Y2 xY4 N EXTERIOR WALLS- WIND LOADS WITH STRAPPING AT O 3/4 HR 2 3Y2„X3y2u..V4n / u u „ ° FIRE RATED SELF O R - 5.5. COLUMN // i 5.5. COLUMN FLEXIBLE FINISHES L/120 JACKS KINGS N 4x(2- — GLOSING DOORS W.P. ' - �� -ice ly �- NOTE: L=SPAN LENGTH, H=SPAN HEI��HT. • (� J � X - v I o. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 O _ o 1 N (N I r PURP05ETIMES EOF0 HEONENT DETE MrINDIN6LDEFLEGTIONDINO rL MITTS HEREIN. >- p e m S FOR THE N +/I x l p pQ I ,- -- - x6 2 AO 4 Y2” PLY. -� -- --- i m ® TYPICAL UPLIFT CONNECTION it I XHU 28'-4" A Its (FOR OPENINC65) . • N Qj I � � � \ �p ?� N = ,� INSTALLATION •. • . z v m (2)2x10 4 Y2" PLYWOOD \ ;( TYP GAL LSTA24 - 20 6A. 1%'x24" N O N (� - LSTA24-980 Ibs.UPLIFT 10 IY I m 4x6 `- - — (3) 13/4"Xay2„ M.L. 11 4x& p p - - - -- _- - _- O _ b • O W P N _ I— N O 0 STTRAp E STUD REFERENCE 3.48 REFERENCE TABLE ILIN $ TABLE 3.6A FOR NAILING NOTE: N m N '7 3K 1 N -� COVERED PORCH N _ FOR NAILING ALL STRAPPING TO BE I I/4"x20 • 6UAGE STEEL OF 'SIMPSON' _� �✓y2"(pXc1.II / x �0 I7" HE ER O SSP GOLUM�1 - \ CV UP 4 END OF HEADER 8 ® BOTTOM OF X UPLIFT CONNECTION IS REQ'D. ® EA. - EQUIVALENT-G520 (GO I LED STRAP) ro (2) 1% xcV2" M.L (2) 13/4 �il'2" M.L. (2) 13/4"X�2" M.L HEADER STUDS, IN ADDITION TO _ GONNEGTOR5 ® HALL STUDS 8 (ALL STRAPPING SHALL BE ® TOP d BOTTOM OF CRIPPLES INSTALLED PRIOR TO SHEATHING) LEGEND/ SYMBOL GUTTING, NOTCHING AND DRILLING DETAIL FIGURE 8502.8 Q - EXISTING TO REMAIN XF- LINE OF ROOF O d ( ABOVE - — — — - - E:XI5TIN6 TO BE REMOVED MAX D 7'-10" 13' 6" 13'-2" a, L FROM 011 z I 23'-0" I3.1O„ - 34'-8, 16NO.GEN 4PART�ION OR i WITH "DGYPSUM L/3 4x6 L/3 SUPPORT �_ 2 .R. @ 16" OIG x8 R.R. ® 16" /G 0 HEARD SIDES UNLESS D/3 MAX. D/3 MAX.5E NOTED. I` p (2)2x8 8 (2)2x8 a£ (2)2x8 8 (2)2x8 (2)2x8 8 1O, 4„ A -5/5" TYPE 'X"FIRED RATED Q �- 1. NO NOTCHES Q X_ N y PL Y. Y PLY. Y PLY. Y PLY. SHEETROGK ERMITTED � � Q 8"� UNFLUTTED TAPPERED -CAST-IN-PLAGE GONGRETE O O O [] © (2)2x10 4 Y2 PLYWOOD, FIBERGLASS COLUMNS W/ I I -DUPLEX RECEPTACLE SQUARE GAP 4 BASE DUPLEX RECEPTACLE W/GROUND LINE OF RO -TYPIGAL OF II 6FI`11 FAULT INTERRUPTER FLOOR JOIST-CENTER GUTS RAFTER/GEILIN6 JOISTS (8802 1 I) ABOVE �/ Q� -DUPLEX RECEPTACLE W/GROUND 6FI FAULT INTERRUPTER WEATHER PROOF 2'-5" 4'-�{" 4'-a" 4'-q" 4'-Qll 2._ 6,_8„ 6,_8„ 14,_-1 11 141-111 -5WITGH ( I 23'-10" 13'-4" 2Q-2" I ( d X m< 66'-4" 3-THREE WAY 5WITGH TTTT -JUNCTION BOX IN GEILIN6 �< I i S.D. Q -HARD WIRED SMOKE DETECTOR Q 7- +G.M. Q -HARD WIRED SMOKE DETECTOR PIPE OF a CARBON MONOXIDE DETECTOR COMBO FLOOR JOIST-END GUTS 2 IN. MIN. FROM CONDUIT E.F.(D -EXHAUST FAN BROAN LI50(75 CFM MIN) TOP AND BOTTOM D (ACTUAL DEPTH) OF JOIST PROPOSED ALTERATIONS date: 02-11-21 0 - -2 FLOOR P L I � FOR II-o 1-20 01- -7-21 ,;� 08-31-20 07-07-21 "' " - 03-OG-21 SCALE i411 _ II-of] MR. 4 MRS. GIMINO Harold E. &abhard Opp E. � drawn by: 155 WEST SHORE ROAD Arch ltect ti „ # SOUTHOLD, NY DIANA 60MEZ 363 North Wellwood Avenue �� job no: Lindenhurst, N.Y. 11-15-7 ' �- W [5-G-T.M. No. 1000-80-2-25 631-226-308 0201-1-44-G FAX 226-3088 FIRST FLOOR PLAN HEGARGHC�YAHOO.GOM ;': � •�F� dwg no: OF �j w ' ROOF 4" VENT 5TA6K THRU ROOF 4" VENT 5TAGK THRU ROOF .a r _ ,- - 1 I 1 I 4 1 Imo" 411 I I— I 112 I " IS" VV w W. 17'-Orr 43'-411 SHOWER 2ND FL. SHOWER 8'-6" 4'-I" 10'-�f" 6'-O" 3'-O" 3'-O" 1 LINE OF ROOF LINE OF 2" 211 211 ABOVE WALL BELOW 41' 2 211 2" 4" 4" jrr 2" 2�� 2P_J O 2" G.O. I 1G.0. G.O. G.O. � 0 _xTO-R.R. ® O/ PROVIDE 5AFE 6LAZIN LINE OF ROOF AS PER SECTIO 8308.4. 2 I' 2 4rr 2' OF THE 2020 N"5 RES G DE ABOVE 22x0 � 2 P — — — — 4" GRI GKET BELOW I 2xl R.R. I " O/C 2x12 R.R. 16" OIG -' a5K m 2x12 R.R. ® I6" O/G p-w O O O Q © B.IK I1i2ii I I�rr 11�2rr 1�2rr 11�ri 1�2ri W N I�v ..... 2 2x10 2 PL g,V:2 )2x10: (2) x8 2" LY... _BeNGH N ( € IST FL. W,N -O' 12'- TUB 6'-0" a'-0" 4'-O" a'-l0" SHOWER U SHOWER LL J1. 2" 2 TUB - SHOWER - 2.. 2rr 2.r 4" 4rr 2" 2u ( M :� X� r- I r I G.O. BDfi`Oj3i_bc(.9 I +6� I I BA H = I w.1. t I \ N i ,� �-a I CLOSET TO EXI5TIN6 SANITARY 4 2 �C WA�ISTE SYSTEM '�/� _ / - FD � I �� RISER � ( � I " IN b + ) I'L ry - ( Jd IBAT+�� ,� W W N.T.S. 4 8 �0 � Xv - qP2x6L ... x o 0 0 - MIN. FIXTURE GLEA►RANGES AS PER TABLE R3C.�'1.1 TPOGK ROGGO'S MSDI/ \ N. .S. 3'-O' - -/ EXISTING WALLS, WINDOWS, _ d U,LP +se I ` - Q BDRO M m 6 ETC. TO BE REMOVED PATCH, rr 15 15 _ OGKE DRAWERS REPAIR OPENINGS A5 `t = I �' _ ~ 2x10 R.R. 16" O/G 5 D' �'-2 3' - REQUIRED MATCH ADJOINING N WALL WALL N - - (= GL05 T O �m SURFACES N 4 2)2x6 il�•� )2x6 I rr EF. / x rr r. O rr 5- 3 WET BAR --- 6 N Y2 _ Y PLY. PL G 05ET = I GE �6 11.4K �o S.D. Q 24"x30" ATTIC AGGYNF5 2x12 R + 8'-8" 13.IK 1 v F +6e O L WEATHERSTRIP PED6e .. ©. . + _.... . TUBS.D.N T \ N INSULATED DOOR AER r O +G.M. 2x10 R.R. @ 16" O/C =I' I I z 2 � x SECTION N1102:2.4 T E 2 20 C.) NYS RES CODE (R-14 IN�UL - - , x w ,. ., s owe © I- - x10 R.R. @ 16" O G q.BK H LF WALL \ �j z " z �- - - - - - -- - II = _ �, a —}8K O ¢ I w MASTER N 24x a �% I - IS R15ER5 O7 c,'r O J I P 0_E �e I- z I� TREADS ®IG'" .0 ,�4 X BEDROOM I I WALL 1 ' .. NI_ x \ ry I =p - TUB x� / •- -- / S.D. � I N �� I � r - - cv �'►� - I ( � N a L APR _ w ( 1 OPEN T(--Y' �v � �I I3/"xay" M.L. G.J. ® 16" O/G I ( cv I "X " G.J. @ 16" O G (BRID6q ® MID-SPAN) --� I j BELOW I (BRIDGE @ )6`0 POINTS) ( WALL `I O -71-411 i u 2r-4r Z _T \�i -1-4 211 -011 = — — 433 - II 2'-6" 24" cv O r m ( AE3Y'5 rj,+ ;N I O PROVIG = D CAIN 5.4 — N Q - BEDROOM Iw�O � PAN FO W N5HIN6 — _ I � (� MIN. GLEARANGE IN �6 �r v MAGHINE i I 0 — FRONT OF OPENING 0 «a +6 N D W — I 0 SHOWER 2x12 R.R. © 16" OIG N I 2xl R.R. 16" /G I - 2x12 R.R. @ 16" O/G 2x12 R.R. 0 16" 0/6 Q- I I - _ " 13'-6' 2r CLOTHES DRYER EXHAUST DETAIL m Y PLY z Y PLY. (2)2x8 8 (2)2x8 +# m )2x10 Y2" PLYWOO DR.11 Ys" PLY. (2)2x10 YZ" PLYWOOD HDR y" PLY. O 0 ® Q3 - � PROVIDE DRAIN PAN FOR WASHING �'_2" �'-2" 3'-II" 3'-1" 3'-8" 3'-7' �'-4rr 7r_4rr r_Irr I MAGHINE � I ~ ppL ( DRYER EXHAUST p >Y W LINE OF ROOF RO BELOW VENT WITH I LINE OF ROOF � Q� ABOVE A13OVE O z DRYER WA5HER BAGKORAFT (n O� DAMPER a') LINE OF I I - ---- - -- -- I WALL BELOW DRYER TRANSITION DUCT OF RIGID METAL, MAX. 8' » aL DRYER EXHAUST DUCT O ✓Qi (40c) ✓ RIGID METAL, MAX. 25' IROOF BELOW �� SECTION 3103 SIZE Or-TRAPS OR P3201.7 LU BIN FIXTURES R VENT TERMINALS �- . d .-�. TRAP "��E .r ROOF BELOW I 1'311.13.1 1100f C'?►t0 i011. tin Sr nt ) X"S `? � PLUi�r1�1NG FIXTURE I 111)NIf.TU1.1 ilt.i emend - (Inches) throtu:li rr roofshall N! terminated inat."i iiot �� tI�Wn 6 inches � -) q fdatlt?wil P wItt1 4�° Ilizaitli c 2i,a'si'!� �C Lf i�T i.�t.i I I mm) nbo%,e the roof or 61,nches (1,52) rnirwlabove the �1=101_ Opap '�+g�`� accumulation. }��I y}$}'�g '( 9t ) $ y� j� } ¢ j y g• %y^{}� ��-t�i�l��tt;?t��rl�zc•1s�r� �.t�.J I P^'a!e sE�oN,.., a cL.�&.$m Matto*. `d ��5'V he*-Q.. is �TII'aa�,.Lr �-Vh re a roof is to W- used for assemb,1 Its I`L men cl ti shall t��l"rtrinaic not 1essi tl�frl� ' tv��i ��1�� rt�ria i �i� ��c� the roof. t"�i�i�a� .tiE r I��:� ,! t v �"iw)r tai n-6i, '8 ( LINE OF - -•--. ,w ..-.- WALL BELOW I �'i11; ,� �"r't'rsi ilt��;I.;Er . � ' lej"rt`lt .�r . ..$t�elc��r;t \'>�11,1e ��r°�.�1r1�• q _ Sr e, d I rI It I1I "I�ttlll ]5 I$�3 } J iJI aq a�5 .fir t 6 i 1?. -- I Vis# IIS+ tI71t II II roof I` Y` ll shall i not 'ti It IT 1 inches- llri i' mil k1€a�`VV,1F-!W1-ayld f_0tt;J � _•,it' Ii `' t ' t1 rnm) i11 di1£I`nole°I n rll r'':E rr1 Ii Srl t 9 ' - file I. i3- r <','IIt llr ll i. >d.-c`itio:dn 't 1 (t a..< or inor,'• tiY$•iiparlf l .* lniiido- flet [��,s flia � I fora (304.8 awn) inside the. tl'ici"r'3m] rIV��. 14'-4" 10'-8" 13'-6" - - 21'-10" lop"' of dw building I`�flr��V � sk.� � • e 60'-4" - �� ,'+�€C?��C;ZI��e>��i�nLl� k,:?`stho iz.r.�`2� 3`�ti�9j��4#:� XI1CL)Lt�ll 1 e --- pmand 4 y r t ;te4E?a` than 12.3 §�'t:ai: 131;4�,i�$�.:3,5.� ti'}ii; ?: y .V3oa4 ihan 25.5 gpil; u to ��.� go 1l � I N F L O -' PLAN _ -• PROPOSED �LTFR�TIONS date: 02-II-21 0 =2 2,063.11 S.F. SCALE %4" = I'-O" FOR 18-312o OB-oa-21 08-31-20 0-1-0-1-21 05-21-12 03-oa-21 MR. I$ MRS. GIMINO Harold E. &elohard drawn by: 155 WEST SHORE ROAD Architect R. eti� y SOUTHOLD, NY �� "; y '° DIANA 60HEZ << V 363 North We11Nood Avenue -- Lindenhurst, N.Y. 11757 - .. �- job no: 1S.G.T.M. No. 1000-80-2-25 631-226-3-708. 19 02017-44-G FAX 226-3088 ,< SECOND FLOOR PLAN HE6ARGH@YAHOO.GOM dwg no OF 6 • RIDGE VENT ROOF BEYOND n RIDGE VENT. 12 - O _ _-__ FIBER ASS SHINGLES - --- -- - - 2 I2- - PROVIDE _ 12 _ \- -FLA5H I N6 ® PROVIDE - - ROOF BEYOND -I -FLA5HING `; 12-0 -_ -FIBE{26LA55 5HIN6LE5 ------------ 101 1 PROVIDE RIDGE VENT VINYL SIDING PROVIDE ALUM. FLAS G STEP FLASFiIN6 J EXISTING ROOF ,:. TO BE REMOVED PROVIDE ! 12 12 _ FLA5HIN6- 12 ROOF BEYOND- 4� - 4 ROOF BEYOND -2nd. FIN.FL. - FIBER7LA55 5HIN6LE5 �8 - 2nd. FIN. FL. - - EX15TING - Q 811 i 15t. FIN. FL El El El M El El " EXISTING- -LJ I I I 15t. FIN. FL. -- - CELLAR FIN. FL. -.- - - - - -- - --- ------------ ------------ GRADE I I I I I I I c) � - -- -- - - - -- J - --� --� m - �� I I I-- -- - - - - - -fiIO � (NOR - � ID I O I I - SG�`t-� �I6 CELLAR FIN. FL. r - -- - - - - - - -- - - - - - -- -- - - - - -- - RIDGE VENT. ELEvATION511-:) E (50UTH) SCALE RIDGE VENT..- RIDGE VENT.- PROVIDE ALUM. STEP FLASHING F I BERGLA55 5H I NGLES- 12 - 12 12 - - 12 EXISTING ROOF PROVIDE ALUM. -TO BE REMOVED STEP FLASHING STORM SHUTTER DETAIL - FOR HOMES ONE MILE R510 ESGA M/ RESCUE OPENINC75 RC FROM ANY SHORELINE 34,CLEAR VINYL SIDING - MINIMUM Ix4 CEDAR NINDON TRIM MUM OPENABLE TEEL EYE-HOOKS® 12 o% - MINI �S"Q STAINLESS 5 AREA 5.7 50. FT. (SEE EXGEPTION) L � 2'-0" MINIMUM OPENING / H 24 - - HE 6 T \AREAv OPENABLE FPO 0 OI - - O ENING WID MINIMUM P TH 20" e'14'MARINE GRADE PLYWOOD MAXIMUM SILL HEIGHT - MINIMUM I2 OF 44"M PROVIDE _ _ ... ._. MINIMUM 517E WINDOW FOR 24°GILEAR IEIGHT PROVIDE FLASHING LE FLASHING - _ - - a, MUST BE OPENABLE FOR 2O'cLEaR W""ff � VINYL SIDING WITHOUT KEYS OR TOOLS $ FLOOR 2nd. FIN. FL. - - ANDERSEN WINDOW SCHEDULE 400 SERIES 12 EXISTING FIBERGLASS SHINGLES _ _ _ -. . . - - _ - - EGRES LIGHT VENT OVERALL 4 UNIT CLEAR GLASS AREA UNIT AREA U ® ® MODEL OPENING SQ. FT. SQ. FT 50. FT. SQ. FT. FACTO SHGG VT ® I TW3046 5.7 10.31 5.-13 14.85 0.30 0.2810.4-1 STANLEY1-4500 STORM PANEL HARDNARE 2 A21 2.6 O.8 4.0 0.29 0.28 0.48 VINYL PROVIDE 36" HIGH SIDING ® RAILINGS 3 G13 4.3 4.0 6.0 0.29 0.28 0.48 -AS PER THE 2020 4 AXW31 6.8 1.4 9.0 0.29 0.28 0.48 NYS CODE SEGTION WINDBORNE DEiBRI5 PROTECTION 5 A31 4.3 1.3 6 0.29 0.28 0.48 FA5TENIN6 SCHEDULE FOR NOOD 6 TW210210 5.62 3.18 9.12 0.50 0.28 0.4-7 WELLGRAFT 316.2 -TYP. 5 PANE-5 WELL GOVER FASTENER 5PACIN6(INCHES) 7 TW2036 4. 13 2.79 1.98 0.30 0.28 O 4 FASTENER PANEL 2'< 4'( b'< 8 FW65068 11.58 18.52 11.58 32.11 0.30 0.28 -4 -SEE SPECS. TYPE SPAN PANEL PANEL. PANEL 9 FW66065 14.-12 23.-18 14.-12 39.34 0.30 0.28 O ATTACHED s 2' SPAN SPAN SPAN sA sA sA' 10 P3550 7.8 10.2 0.29 0.28 0.48 2 " I I AFGP301 2.8 0.20 0.28 0.48 �1�WS 16 16 12 Cl 12 AFFW501 11.1 0.20 0.28 0.48 15t. FIN. FL_ - " � 2i�1�#A 13 AFFW601 7.2 0.20 0.28 0.48 -------, wooD 16 16 16 12 14 632 2.5 1.70 5.45 0.30 0.29 0.49 GRAD I ( iii i I I I l o z I I I I , I I J I I I *FOR 5°REN 4'LAYbtK>NN WnER5 ONLDY°W 15 AFG 135 5.8 0.31 0.37 0.64 II OI 1 I I I I I I I I I I I I j�______JI i I ! I I ctl� I I I I I j j I PROPOSED ALTERATIONS date: o-02- 1 0 - -2 '__-_---� I I ► I I I I I I c I I-o2-20 08-09-21 I I I I I I I I I L_J L J L J «. Gri 08-31-20 07-07-- 1 I I L__J �-J � I I I I I - - I ,, 11 I FOR ,y, ;;�;`;; 03-09-2 L_ J I ' �' ---ji i I I MR. MRS. GIMINO Oil''® �� 1GI1°' Fe�9 drawn by. I I L `-�_ 155 WEST SHORE ROADrOhIeO �° DIANA 60MEZ NY _ __ __ ----- SOUTHOLD, FIN. FL. - - - -- - - - -- ---- ------ ----- -------- - 563 North Wellwood Avenue job no: CELLAR _ _ __ __ _ _ _- --- --- - - __ - Lindenhurst, N.Y. 115 L - .-.,_ - --- - -- -- - -- -- S.G.T.M. No. 1000-50-2-25 0 - 631-226-3708 y 421 �� 02017-44-G FAX 226-3088 3 •.F a `� _ - - ELEVATIONS HE6ARGH@YAH00.G0M dwg no: I II - II_ 11 OF FN E A' � � ( O \ E5T SGALE /4 - O n RIDGE VENT. 2x12 RIDGE L5U28 RIDGE/RAFTER CONNECTOR PROVIDE FIREBLOGKIN6 I 2x6 G.T. (9 16" OIG FIBERGLA55 5HIN6LE5 ( - AS PER THE 2020 NYS OVER 30# FELT ICE SHIELD -AS PER THE RESIDENTIAL CODE %2" PLYWOOD SECTION 8302.11 2x10 R.R. X12" O/G 2020 RESIDENTIAL GODS 2x12 R.R. (g 16" OIG ( OF NYS SECTION RQ05.1.2 VENTED AIRSPACE I_LI Ix6 FASCIA MANUFACTURED THIN- 2-O" 12- 0- HE6AR.GH@YAHOO.GOM VE�(CATION(BAFFLEFILE AT OL VENTED VINYL SOFFIT (FULL WIDTH) iA" MW I DOUBLE 2x4 TOP PLATER-30 INSUL.- ROOF INSULATION 2x4 STUD WALLS ® 16"O/G13/4"x�tY2 M.L.. GJ® 16, O/G %2" SHEETROGK =-TAPE, OVER OWEN5 GORNIN6 I"SPACKLE PAINTFOAMULAR PROPINK RIGID (BRIDGE p Yard PO.INTS)- %2" PLYWOOD5HEATHIN6 O.G. HOUSEWRAP - ITEM 6 FOAM INSULATION R-5.0 OO TINUOUSEALATBEAD VINYL 51DING OVER OWENS Y2" PLYWOODOVER OWENS GORNING I" 2x12 TREATED LED6 R MASTER CORNING I" FOAMULAR FOAMFOAMUINsuATIDN R 3.3FROPINK ID SIMPSON STRONG-TI _ PROPINK RIGID FOAM CONTINUOUS BEAD A55 ® EVERYR.R. BEDROOM O BAT}-� INSULATION R-3.3 -ITEM 5 OF SEALANT EXTERIOR INSULATED WALL (R-15) FIBERGLA55 5HIN6LE5 2x10 R.R. ® I6 O/G CONTINUOUS MINIMAL OVER 30# FELT- 2x8 G.J. 16" O/GEXPANDING FOAM AT %2" PLYWOOD R-21 INSUL. CONTINUOUS WINDOW PERIMETER 3/" PLYWOOD MINIMAL SIMPSON STRONG-TIE EXPANDINGCONTINUOUS H2 8d NAILSFOAM AT OF SEALANTBEAD HURRICANE TIE WINDOW PERIMETER 12 CONTINUOUS BEAD 4 R-30 INSUL. W16x 2 13/4"x14 M.L. F.J. (9 16" O/G III �� i � OF ADHESIVE (2) 13/4"XCV2" M.L. -ITEM 2 (BRIDGE ® Yard POINTS) CONTINUOUS BEAD DOU LE 2x4OF SEALANT TOP LATE 'II//SCALE V2 =(i_OEXISTING FRAMED WALL 2x6 G.J. @ 16° o/GC-�i`EAT i�00M - ►TGH1�lAIR 5AI � DTA (2x8 TREATED LEDGER2x8 TREATED (EAVE OE ROOF WINDOWS FLOOR) I'= 1'-0"3/4" PLYWOOD JOISTS © I6" O/C2x4 BOTTOM 2x6 TREATED SILL (2)2x8 F.J. ® 16 O/G PLATE PLA OVER SILL SEAL (BRIDGE © MID 15PAN5) CEDAR DECKING RMITE SHIELDLU528 JOIST HANGER (2)2x8 TREATED TRADE ANCHOR BOLTS (3) 13/"XIII/g" M.L. GIRDE© 36" O/C R-21INSULATIONTECO POST -ITEM 4 ' I I ANCHOR G�LLAR GELLARN (SEE DETAIL) #4 HORIZONTAL AT EXISTINGMID HEIGHT OF WALL 4"(P x CHI STEEL#5 REBAR © 48" O/G COLUMN DN. TO EXISTING CONCRETEEXISTINO TAR WATERPROOFING F GONG. 20X20XIO GONG. FTG. FOUNDATION WALL FOUNDATION WALLEFOUNDATION WALLINSULATION SCHEDULE INSULATION NOTES I.CONTRACTOR TO UTILIZE EITHER FIBERGLA55,ROCK d 5LAG MOL,CELLULOSE OR FOAM INSULATIONS TO ACHIEVE A "TIGHTER" ITEM LOCATION MATERIAL HOME. 2- #4 BARS (3" CLEAR TO SOIL) 2.CONTRACTOR TO AIRSEAL HOLES,CRACKS S OPENIN65 IN KALLS,FLOORS d GEILIN65 INGLUDIN6 HOLES DRILLED FOR PIPES, 8"x16" CONCRETE �� I EXTERIOR WALLS 3Y2" R-15 KRAFT FACED 15" FIBERGLA55 BATT DRAINS,ETC. BASE COURSE FOR CELLAR SLAB TO BE MIN. 4 THICK GLEAN EXISTIN6 CONCRETE SLAB 3.CONTRACTOR TO FOAM INSULATE BEHIND OUTLETS d SWITCHES MOUNTED ON EXTERIOR WALLS. 4.CONTRACTOR TO CAULK HOLES DRILLED FOR WIRES THROUGH PLATES ON EXTERIOR WALLS AFTER WIRE INSTALLATION;PRIOR FOOTIlN6 W/ 2x4 KEY 2 ROOF d ATTIC �{Y2" R-30 KRAFT FACED 15.5" FIBERGLASS BATT TO INSULATING. GRADED SAND, GRAVEL, CRUSHED STONE, CRUSHED 5.CONTRACTOR TO SEAL DUCT GHASE5 LEADING TO ATTICS OR BASEMENTS WITH FOAM BOARD GUT AROUND DUCTS s FOAM INSULATION AROUND FRAMINC7 4 CONCRETE OR CRUSHED BLAST-FURNACE SLAG PASSING A 2" 3 SECOND FLOOR 7Y2" R-21 KRAFT FACED 15.5° FIBERGLA55 BATT 6.BETWEEN FLOORS PROVIDE REQUIRED BATT IENEUA TION OVER FOAM BOARD AFTER INSPECTION-SEE BAND JOIST INSULATION SIEVE AS PER THE 2020 RES CODE OF NYS SEGTION 8506.2.2DETAIL. 4 FLOOR -'2" R-21 KRAFT FACED 15.5" FIBERGLASS BATT T.CONTRACTOR TO FRAME GORNER5 OF HOME AS PER THREE OR TWO STUD CORNER DETAILS ATTACHED. INSULATION INSTALLED AS 5HOWN. 5 EXTERIOR WALLS Y2" R-3.3 PROPINK INSULATED 5HEATHIN6 8•CONTRACTOR TO FRAME EXTERIOR WALL INTERSECTIONS A5 tPER DRYWALL BACKING 0 PARTITIONS DETAIL ATTACHED. 9.CONTRACTOR TO INSULATE BASEMENT OR FLOORS UTILIZES O1NE OR MORE OF THE INSULATION OPTIONS AS SHOWN A THROUGH D. T = 6 EXTERIOR WALL5 PINK WRAP HOU5EWRAP 10.CONTRACTOR MUST MEET RE5NET GRADE I PER EPA-5EE GRADE I DETAIL 8 UNACCEPTABLE DETAILS II d 111 ATTACHED. II. ALL EXTERIOR WALL5,ROOF 8 FLOORS OVER UNCONDITIONED 5PACE-5 SHALL BE INSULATED. ALL INSULATION TO BE /� HVAC DUCTS FIBERGLA55 INSULATION d QUIET R DUCT BOARD FIBERGLA55. FOIL FACE WITH FOIL ON WARM SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. SCALE �4 = I -O12.ARGOOUSTICAL INSULATION TO BE PROVIDED IN WALL5,FLOORS AND GEILING AROUND ALL BATHROOMS AND MECHANICAL 8 PIPING TUBOLTY2"x3/4" POLYETHYLENE FOAM SEMI-SPLIT 13.PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALL5. 14.R-VALUES ARE SHOWN ON SECTIONS. I5.MO15TURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF INSULATION IN ALL WALLS/FLOORS/ NOTE: ALL ITEMS SPECIFIED ARE MANUFACTURED BY OWEN5 GORNIN6. ROOFS/GEILIN65 IN ACCORDANCE W/SECTION R315. MANUFACTURES OF EQUAL QUALITY MAY BE USED UPON ACCEPTANCE 16.INDEX NOT TO EXCEED 25 W A SMOKE DEVELOPED INDEX NOT TO EXCEED 450.TESTING METHODS MUST COMPLY W ASTM E54 STD.ALL EXPOSED INSULATION ON ATTIC FLOORS ARE TO HAVE MIN.CRITICAL RADIANT FLUX OF 0.12 WATT/OM2.TESTING TO IN WRITING BY THIS ARCHITECT BE CARRIED OUT AS PER A5TM ECI-70 STD.EXTERIOR INSULATIIN6 FIN15H SYSTEM TO COMPLY W/ 103.6.3. DRYWALL BAGKIN6 AT PARTITIONS RAFTER / WALL PLATE CONNECTION CAPE KNEE WALL DETAILS INSULATION OPTION A INSULATION OPTION B DETAIL PERMEABLE MATERIAL� ,� REDUCED INSULATION TO PREVENT WINDA cc ,t air bani be in a a tte AT EAVES WASHING Ve: e, ,�-;�a '� iM7111aa t to�as a see t WIND BAFFLE WIND BAFFLE Erb: Rzz.:tmthe trtLvrier stat be BAGKIN6 MADE OF: -2ealt *^ier an"�dry ceilm-ao it :te, • LARGER 2x I INSULATED FLOOR INTERIOR STUD at ed wi dte mr-4,ti . any pps ir.t1 ai: 'l i;-aL-t i t y T c "fit SII e •0642 attic uzi'nE "vie , �= d <tbthe r 'K . i'�YWOOD Acs;eiso n d. rts�astai�° wa:.Sdo1 • HORIZONTAL LADDER BLOGKINGIOVER CELLAR WALL INSULATION orkee AIR SEALING ® VERT.to aaitialsA1 :> sea; 3 • OR DRYWALL CLIPS OR CRAWL SPACE BATHROOM CHASE ou T'te, stit of e f „z� ��av�phie�be t �ttie S c�w :.c;a�� hsd> ��e r��:1.s�,.t'Ite�71indt-�cca' Iat &Ii2gI,ecax �S THREE AND TWO STUD CORNER a ai_ i:�za6e 3r�5!=ir .ipt, DETAIL r WinsThijuction oftheppLveIt �. W � � INSULATED EXTERIOR WALL BLOCKINGfit::be W,ed. EXter .1:0?»�v � fe:X4-1 a.: