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Home My WebLink About45837-Z zr:s-•-�r� y�ogUEFOi,�co°. Town of Southold 11/16/2022 P.O.Box 1179 53095 Main Rd Woyfj� ao� iiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43593 Date: 11/16/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Properly: 4355 Pequash Ave., Cutchogue SCTM#: 473889 Sec/Block/Lot: 137.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/8/2021 pursuant to which Building Permit No. 45837 dated 2/24/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered entry,to existing single family dwelling as applied for per ZBA 47425, dated 10/15/2020. The certificate is issued to Cassimatis,John&Mary Anne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1932 11/9/2022 ELECTRICAL CERTIFICATE NO. 45837 8/2/2022 PLUMBERS CERTIFICATION DATED 8/25/2022 p RFrNlumpg&Heating Inc. l t or ed Signature FFo 'oa. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ca "o • 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#: 45837 Date: 2/24/2021 Permission is hereby granted to: Cassimatis, John 147-18 17th Ave Whitestone, NY 11357 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 4355 Pequash Ave., Cutchogue SCTM #473889 Sec/Block/Lot# 137.-2-15 Pursuant to application dated 2/8/2021 and approved by the Building Inspector. To expire on 8/26/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $464.40 CO-ADDITION TO DWELLING $50.00 Total: $514.40 Building Inspector i hoo if soUTy®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �e sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 O`yCQUIY 1�s�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Cassimatis Address: 4355 Pequash Ave city:Cutchogue st: NY zip: 11935 Building Permit#: 45837 section: 137 Block: 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 9 4'LED Exit Fixtures Pump Other Equipment: Mini Split w/4 Blowerheads Notes: Second Floor Renovation Inspector Signature: Date: August 2, 2022 S.Devlin-Cert Electrical Compliance Form 5T4d3i7&5I'Maetin_aRihioEad !> TeldFplxo.ae(631),765=102 (631j?65-95a2 ! I �Southold,NY`11971=099 - `�^,� � BtJIL,DING D1WAR'1bT,NT TOWN-OF SOUTHOLD- C 91VT-1.F-1 C-AT-1.0 ; Date`t _ �.p-yam x Bailciing;germit�No: _� +Dvvner:; �� r►� 5 (Please'.prm ) ..............a. :. s -.,..:.i'.xz'.'c .a.>-xw�._c.�._..�.._s-....».:.<a.-..�cY.t..o+ta.,..a=-...-......»:a..®.._:....c..... :(P[easeWwl = -• I certify,:tliii-, a:solder used;-in.the water supply system con4,ccss:thari°2/10 of 1."/a' SWUM_to1w6rMmo-tli s:. rti/J LORERAIA�MIN York N f publlr�Sub ow #011A81W9883 to Suffolk Counhl Ouai'rfied �a3 •-- __ F,cplm Dmmber 31. Term h'4wnw.w7'•• souTyOlo TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Q-U h 0�� 0, -v MYc�fl 4S t- PLU�!.., T-1SalclY..r its uu DATEZ-� INSPECTOR 1411-404-, ��pF SOGIyO �� 1 Li e-re _ # # TOWN OF SOUTHOLD BUILDING OPT. °`y�ourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND: [ ]° INSULATION/CAULKING- [ ] FRAMING/STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY ` [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: WO S�"°r f 2 4./�� S ulc-e 1 DATE ZZ INSPECTOR OF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECT - N [ ] FOUNDATION 1 ST 6UGH PLBG. _. [ ] OU.NDATIO.N 2ND [ INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS: vw�'q, QK—v1 V--�P DATE INSPECTOR _- OSOFso//lyo l 7 l �6� A 3 L # TOWN OF SOUTHOLD BUILDING DEP �ycou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O [ ] RENTAL REMARKS: /c. DATE 2 INSPECTOR SOblyo/_ h `o f # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [X] RO GH PLBG. FOUNDATION 2ND [ LATION/CAULKING FRAMING /STRAPPING [ L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lia4 �A�-C�A (YAA DATE INSPECTOR INSPECTOR Iitt1! G r �0 ►t:� MF Will RIM- AILZ 7"'I'MONAPIM"011.MI " MIN ff, BOOM. pot POUT40A Mff� �� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 �j Survey Southoldtownny.gov PERMIT NO. v Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined- 10120 Single&Separate Truss Identification Form Storm-Water Assessment Form M _AContact: `` n Approved 20 Mail to:V(7HA) C19sS t M A t S Disapproved a/c V Ej u011tcc 5 r61V c Phone:JL9-7-234 Ny 1/35-7 Expiration 20 Bu' pector APPLICATION FOR B ING PERMIT a F_!i✓+a�nNl l-7 �20o INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such apermit-' shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ',tea f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an ` addition six months.Thereafter,a new permit shall be required. s APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the o Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or a Regulations,for the construction of buildings,additions,or alterations or for removal pr demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,hMgc and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. igna a of applicant or name,if a corporation) W�li"ESnC'an/E (Mailing address of applicant) e v qj 113s--7 State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder ow Nin., Name of owner of premises JO kJJ (�• "I"S IAlA-YIS IOIV,? MOf A,� /0/VN5 C11T,S?/VKLf (As on the tax roll or latest deed) If applicant ids corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: t4 3 ss' pE OW&N Ndfi ( CyrCIByt:.vA House Number Street ^Hamlet � County Tax Map No. 1000 Section 13-7 , Block 2 Lot r t J Subdivision Filed Map No. 3 2' Lot r S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy FA41 LI &(s 1 t0 C N C E b. Intended use and occupancy M M 3. Nature of work(check which applicable):New Building Addition_ZAlteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars (�I� 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. J J 7. Dimensions of exjsting structures,if any:Front Ll Rear Depth Height 13 Number of Stories / Dimensions of yme structure with alterations or additions: Front LI Z Rear Depth 2.3 Height -2-3 J Number of Stories 2 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front a Rear Depth {, 10.Date of PurchaseAy t-01' 43 2400 Name of Former Owner 0-4604 t=C C/0SS 2)1.0 r jf 19A)e 1}nS�SWN1 C/d SS 1fAIV15 11.Zone or use district in which premises are situated A _LiQ ('7-S/0 -12-1 Nh'1N CyNF0,,Mq�QTS 7 12.Does proposed construction violate any zoning law,ordinance or regulation?YES✓NO / 13.Will lot be re-graded?YES_NO /Will excess fill be removed from premises?YES_NO_L/ 1 !4-7 IS 1744 14.Names of Owner of remises Jbl9.,J Address 0111r65 vc . hone No. 34-7 Name of Architect0066,,Lr 57TF GHg5_N54. ddress /ow V Phone No S/ir- 6"0?--S`o0 0 Name of Contractor Addres AA-4,YLu U11, e No. dz / 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO 1/ IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restricfrons with respect to this property?*YES NO Vns *IF YES,PROVIDE A COPY. STATE OF NEW YORK) (� SS: gYNTY Ol d being duly swom,deposes and says that k)he is the applicant (Name of individual signing contract)above named, k4)He is the L V.)n`0/>__ (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swor ,to before me s III ^^ �` day oM 9I2P..1� &( SIARIS �,N9pt UBLIC-STATE OF NEW YORK Notary Public No.ZTKOWT39005 Si e of Applicant Qualified In Queens Countyr� My Commission Expires December 27,D*1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 27, 2020 TO: John Cassimatis 147-1817 1h Avenue Whitestone,NY 11357 Please take notice that your application dated February 17, 2020 For permit for an additions and alterations to an-existing single family dwelling at Location of property: 4356 Pequash Avenue, Cutcho ug e,NY County Tax Map No. 1000 - Section 137 Block 2 Lots 15 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 8,232 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size,the minimum front yard setback is 35 feet and the minimum rear yard setback is 35 feet. The proposed construction notes a front yard setback of 20.9 feet and a rear yard setback of 17 feet. orize Si nature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERSSouthold Town Hall Leslie Kanes Weisman,Chairperson ,OF SO�jyo 53095 Maifi Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora ,J-,Office Location: Eric.Dantes A :Q Town:Annex/First Floor, Robert Lehnert,Jr. l 54375 Main Road(at Youngs Avenue) .. Nicholas Planamento outhold NY 11971- REC.EIVED . http://southoldtownny.gov: �� , 2 $& .c ZONING:BOARD OF APPEALS WIS. - :' OCT: 2 1 2020 - . .•`.: F TO WN.-O, :SOUTI30LD: O.C.T. 2..3.: 2020 ._. :..° . .,, ._Te .(¢33)765=1809•.Fait::.(63Y)765-9064. - ..S b tl Ci f ;. o1:d onrn' FINDIN68,-DELIBERAVONS..AND-DET-9RIVIII�TATION. BUILDING DEPT. 1VIETING OF:OCTOBER.150:2424 0V7I'A.OY SOIJTHOLI) ZBA-FILE:..7425 NAME OF APPLICANT: John&.:1Vlaryariue Cassimatis PROPERTY LOCATION: 435.5 Pequash Ave,Cutchogue,NY. SCTM No. 1000137-2-'15 S ARA.k?ETERMINATION: The -Zoning Board of Appeals has visited the propertyunder consideration,in this,,::. ;application and..determines that thin review falls under the Type Il category of the State's List*of Actions,without . fiirther.steps under SEQRA, .. EIFPOLK:CQiJII`TT 'Y.AISIINIS.TItATtVE:GODE: This application v�+as referfed`:as'required under the Suffolk . . . .. . :aCour- Administrative:Code. eofi ns A°.k4=14..to 23; arid.the'Suffolk-Courfty_Doparttiient:o r-01- nn ng issued its :._,reply:°dated gitst 17, 22a 'stating::that.this application is considered:a,matter,for--local deCermivafion;gas.there aPPears—�o: e—no significant-co -vadzsrirttei=-Commumtymipuet4 - =-- - - -- .------- - - - - - — — LWR:P DETERMINATION: :This.application was referred for ieview.under Chapter 2G$ V�aterfrorit-Consistency review.:of the.Town of:Southold Town Code and.the Local Waterfront Revitalization Program,(LWRP)Policy ' . : Standards: The LWRP Cooidinatcit issued a recommendation dated- September 11I, 2020., Based upon the-. inforrnation provided on'the T,WRP Consistency Assessment Porro submitted; as well as.the records available, it is recommended that the pro posed action is. CONSISTENT with .LWRP policy standards- and' therefore. is CONSISTENT with the LWRP. In addition', the coordinator has recommended that the `applicant install an Innovative Advanced OWT:Septic System.. PROPERTY FACTS/DESCRII'TION: . The subject property is a non-conforming 7,922 Sq. ft. parcel located in.- an R-40 Zoning District. The.property. has a road frontage along Pequash Avenue of 66.15 feet, runs east for : 109.24:feet along. Stillwater Avenue, turns northwest for 88: 62 feet, then returns 104.47 feet back to Pequash Avenue. The property is improved with a one-story residence with an attached rear wood deck and an accessory shed all shown on survey prepared-by John Metzger, dated July 22,2020.: BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's February 27;2020 Notice of Disapproval based on an application for a permit to construct additions-and alterations to an existing single family dwelling; at 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum rear yard setback of 35 feet; located at: 4355 Pequash Avenue,.Cutchogue, NY. SCTM No. 1000-137-2-15. - -- -- ---- --- -- - - --- rust&-.var-iance&4 o- . . stcT -addition-ah0V& an existing - ----- --- --------- -- - - _.... single-family dwelling with a front yard setback of 20.9 feet where a 35-foot minimum is required and.17 feet rear yard setback where a 35-foot minimum is also required. Page 2,.October 15,2020 #7425,Cassimatis ' SCTM No.-1000-137=2-15 'ADDITIONAL INI ORMATION:.- .The existing=residenceh s.a cei-tiBuate of occupancy.#-Z-18021 dated May. 10, : 1989 to,enclose and-wintEriie an existing porch&deck addition to an:existing one fariiily dwehing' FINDINGS QF FACT/REASONS.FOR BOARD:'ACTION; . The: i ping Boai d:of Appeais held-A:public_heap,4g pn this.application.an.0 tobeF k;X020 at wrhich time:vv - _; and oral;Qidence yyere pres+erited B sed uporr;all.:testitnopy,documentatrQr3,persooal uispection'of tie_property _:. and surrounding:neigl borhood, and nther:evidence,the:honing Boded-'Ah the following facts to lie true and. : relevant and'nzakes the fallowing findings: '1. Titwn Law (b)(11. Grant of the variances:will:not.prQduce-:an undesirable change in the character df- §267-b(3). the ne.}ghborl�ood,or a detriment to nearby.prcipertiesY 'Th as built reside�ice legally oxists wt.hin::applicable: certii lcate.of occupancy, and a second story addition within the exsthg builjding envelope will not change the character-of the neighborhood. The neighborhood currently has many two-story houses on non-conforming lots. 2._ Town Lave: 267-b(3?(b)f2);.The benefit sought by the appl'ie�ant cannot'be acl3ieved by some.metYiad; i'easible for the:applicant to pursue;othe than an'area variance: :Tlie-property.is anbii corifonnmg corner iSropBrty:vvitli tvvo. "nt.: .-4rd§:arid°non-do lfc rtrting front and.repr ate_s tbacka;.�yliich thereipze prohibits:atiy.additions;:even.�,vithiin Y �`.._ errvelo a without:tb0liep. .:rt.�� <ar��;var'ia��t�; rritistant ': t]ae' :9:1e :t _:....: .. ... .T; Law;826b3F )I131 .. Th .var�ans. antecl�.. e�r :app a $ 2ry , :._ _ attzl.'t13�..rear::_ ...d-sutbaekaf-::1'�-f,��t��{ate`sern ��:��a:'reli�,1 '�orn~'::~:'.;:•" :`• - =; e;c IIowei�.`r .tli€se setbacks=arethe:estm ::lnk :etkve .e, ans 'th >la 4se ` aastction.rs.also::tr ;:;` :~.. 4:. .T iwn_Lay._&Z67=1(31.(b)(4). .:N0 evidence his.been;.submitled-fa suggest that a varianee.in this resicieritial. : coinrnuriity will have an adverse impact ori the physicai,or environmental ctii3dlhoX►s'in tlie.:neghhgrhaod: `i'he applicant:'must:comply with.Cha ter.:236. of the To s Storm.Wader.Matiagemerit Code and. conditions of this p. :. . Board: .: .. . . • . .. _ 5. Town Law 4267-b(3)(b)a. 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 4267=b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy'the benefit of a second storyaddition while preserving and protecting the character of the neighborhood and.the-health, safety and welfare of the.community. . RESOLUTION OF TBE BOARD: 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 Planamento, and duly carred,to GRANT the variances as applied for, and shown on the Site Plan.& Architectural Plans (Sheets A-1 to A-4) ------------prepared:.by-Robert-Stephenson,Architect,_apddated February 7,2020_ __ �_ Page.3,Qctober 15,2020' #7425,C.assimatis SCTMNo. 1.000-137-2-15_ . •... ::,_F; SUBJECT TO TIE FOLLOWING CMITIONS 1:, Prior to receiving a.building permit,the owners)of the subject property cited.herein must sigma statement acknowledging:.:. . ::. _ That.tk a icant(sj;l�avure tt:t s efermtnaiiori_ai d.. ndoxstaad the°liuriits of the vari nee elisf,:..:_:..:,:'- ranted h. .,. g. .. :::' .ere�tt;..... _.. ._ _ in -De' rti>aeiit_if:a:,dema�TtieA.,. ::::_.: g' ` p --- . b'. `pilaf theca : licaII#s will immed�at�l: =c©ntact..the-13ui1�: . :. :. pp t:.. :. ' defined=l y`8�ect on 280=4 of the Tovt�ii CQdey :occurs Burin copstruction;or ally-constructit n. 3' Y . un�lcrtaken in ari :nther.wa exceeyds the:scope of the�pp�ovals granted.herein,or t>�e issued'- building permit. . c.That"the applicants are aware that the Zoniog.Board of Appeals retains j:urisdi¢tion'uistil the issuance of the Certificaate of Occupancy and las'the righ#;after a.public Bearing,to°'rood ,.suspend or revoke such approvals.-Or any.term-or.conditi`n.thereof`or.to impose thereon oue-or.more new C .pursuabt to Article 3M Section:2$"4tof`th:,e Towp Code. ... The applieaut will instal)an tinnovative kovhnced.:QWT:Sanitary system as certified by.the Suffolk ' •. ' oupty;Dept#f`3 nalth.86, vi es, . . .. .. . . ..... ..:. .. . ......... '.0 ... ..-. ..:..;.:.. . ' ... . .. .. . :utrl:t'he�`e: trrr�d:c..u�ud-ttivns.havol�cen;a�aiet,.;and�a ,u��.::.,-:... :.... .. ..:...i:. i1ts-u l:atcit be.deemed;�:�� .l� pR_ . r' h� 3�'o nfl Not e ..t tt d a e� � A aco`ni :, p. ..... ..:.::.... y . .._. . - - ..y" .,. '.. ::. M rea ':4 ¢ecu r.....:., en istEeir ::.:.. •..•':'.. C%at:the ri7ctve conrl 'ttrs=fie. teii:xrtt©•the, iitdilttspetor's rrahis dai-ion.':Wll result inWeOYs .•:,:; :' .: . `. Any deuialiDr fratn the`'survey,.stte.plaxt andfoi�:architecturl:drsxwirigs-ct and/or:a possibte:denral by the wilding Departt�ient of ii huilclingermit.and inay require r new-application azid :public he, Zoning of Appeals. . .. :_.. Any deviation:from the yariance(s).granted herein as.shown on:the architectural drawings, site plan and/or.survey cited :above; such as alterations, extensions, •or, demolitions, are not.authorized under this application when involving nonconformities.under the zoning code.' This action does not authorize or condone any-current or future use, setback or.other.feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other.features as are expressly.addressed in this action.' 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 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the,degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the .. ._.. _.. _._.. . .... .__ osrtms $ - n-th=eof,-wh .re. he_ total cost of the reconstruction slue sip -- ection IW-4—or-dice nstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 4,October 15,2020 ` #7425,Cassimatis SCT-M No: 1000-137-2-15 ©ard of Appeals shall.luecpe nu and void where a.Certificate of Occupancy has not been . procured;and/or:a:snb.division:ma has n®t been filed with..the S> ff�Ik County VQ -d' three. .. ( j years from the date such"varianCe'was grated: The:B®ard`.of;Appeals:i iaay,u}p0n ro tten'.. regYiest prier.ta�the date_'of e�pirationy.grant an extensxoxi.neat to.exceed three(3) consecutive.one Yate of tiie Board: Ayes:Members Weisman(Chairperson),Ac ttpar-a;Dantes;LehneM and Planamento-(5=0):: eslie Kates. eisinan�Chairperson A dd'for fiiiig":AO/ ,/,020 .:.....::: . _ �o�S11FEQ�:�cO Gym, BUILDING DEPARTMENT-Electrical Inspector Ca TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 dol �a0 Telephone (631)765-1802 Temporary Certificate # 122 y Date 2022 Customer Name - Electrician Name .r. leG Address H. 1ij V Phone <�,16 &14A 57614 e-mail V a;mail, ". '614 Q/- M Phone ALicense# Size` A Phase Overhead Underground #of Meters Remarks #of Underground Lateralsl 11 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N IFlood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali or 9 om the date abov Authorized by �Q�FFtt� BUILDING DEPARTMENT- Electrical Inspector TO WN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr ccDsoutholdtownny.gov -- seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7b,)-) .2-_), Company Name: G&S Electric Electrician's Name: Bob Guarriello License No.: 578ME Elec. email:gs1641 @aol.com Elec. Phone No: 516 848 5616 ED I request an email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOB SITE INFORMATION (All Information Required) Name: Address: S-5 �l.� v S tri �lU� ✓ i c�� Cross Street: /LL CJ.4 Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): o es 14 DI Square Footage: 0 0 Circle All That Apply: Is job ready for inspection?: IT YES ❑ NO gRoughln ❑ Final Do you need a Temp Certificate?: V YES ❑ NO Issued On Temp Information: (All information required) Service Size®1 PhF_13 Ph Size: 6P-00 A # Meters Old Meter# (ZNew Service❑Fire Reconnect[—]Flood Reconnect�Service Reconnect❑Underground Overhead # Underground Laterals 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATIO 3-a3 Jaa I I ' l�s� $W6 . MAR 2 2 2022 ..:. r� i BUILuINu TO WN OF SOU,-,,.ALU \ C;71111) �}f F Zj, BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 1 Town Hall Annex - 54375 Main Road - PO Box 1179 Southold New York 1197.1.-0959 Telephone (631) 765-1.802- FAX (631) 765-9502 rogerrC@southoldtownny.gov -- seandQc outholdtovNnny qo'v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ' �,�. "21_�', Company Name: G&S Electric Electrician's Name.- Bob Guarriello License No.: 578ME Elec. email:gs1641 @aol.com Elec. Phone No: 516 848 5616 1 request an email copy of Certificate of Compliance Elec. Address.: PO Box 215, Southold, NY JOS SITE INFORMATION (All Information Required) Name: C/C4 SS Address: y , S ,65 6)U , 4Lf6 r L) Cross Street: Phone No.: Bldg.Permit #: Zl-�; 9.?,7 email: Tax Map District: 1000 Section: Block.- Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 7- Circle All That Apply: Is job ready for inspection?: � YES ❑ NO �Rough In ❑ Final Do you need a Temp Certificate?: r7/9 YES ❑ NO Issued On Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: ado A # Meters Old Meter# 1XNew Service❑Fire Reconnect❑Flood Reconnect;KService Reconnect❑Underground Yoverhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: 61 nJ A L /�-,4 r`1,!g C 7-6 a 0-16 PAYMENT DUE WITH APPLICATION" MAR 2 2 2022 TOWN OF SO;-, PERMIT # Address: Switches Ig J III Outlets "VV " GFI's 1 t Surface / Sconces f H H's UC Lts Fans Fridge HW Exhaust ` Oven W/D Smokes J DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: � r— �{ f Comments r MR , ROBERT A STEPHENSON ARCHITECT PLLC 41 Shaw Avenue;Babylon,NY 1.1702 516-607-5000 robnaxastephenson.com 2/23/21 Amanda Nunemaker,Plans Examiner Town of Southold Building Department Southold,NY RE:Residential project: Mr.John Cassimatis 4355 Pequash Ave Ctuchogue,NY Dear Ms.Nunemaker, As.per our conversation today,I have updated the plans for the Cassimatis project to include the Rescheck with 2018 IECC version and updated the RCNYS table R301.2(1)to reflect the 130 mph wind speed zone. Thank you for the opportunity to update the application via this submission. Should you require any additional information,please do not hesitate to ask. Sincerely yours, �¢Ep ARCNiT �pfEPyF�cC�� riz C) a ' k Robert Stephenson,RA Robert A Stephenson Architect,PLLC o 026 $ 'Y , TE )F NESS 1 February 08, 2021 Southold Town Building Department 54375 Route 25 Southold NY 11971 Subject:Submitting requested documents,for Tax Map:1000137-2-15., located at 4355 Pequash Avenue, Cutchogue, NY 11935, Building Permit. Sue, Per our discussion today, here are the additional documents requested for my building permit:. Enclosed please find: • 4 sets of original building plans • Zoning Board's approval notices (Dated October/2020) • (ORIGINAL) Notarized Property Owner's Statement(per Zoning Board's request I send to you) • Heath Department's notice and approvable septic survey/layout h o I it a a e.,, P n t, MUNUM,TWTC, Sincerely, FES 8 pop - John Cassimatis 147-1817th Avenue -- Whitestone,NY 11357 Mobile Phone: 1-347-834-1527 eMail: igcassimat@aol.com Town of Southold—Building Department February 17,2020 (� Town Hall 2020 Town Southold,NY 11971 Subject:Building Permit Request for(Tax Map 137.-2-15)4355 Pequash Avenue, Cutchogue, NY 11935. My name is John Cassimatis, my wife (MaryAnne)and I own a home located at the above address. We would like to add a 2"d floor to our home and are requesting a building permit. I was told to submit the attached permit request application,survey and architect's plans to your office for your review as the initial step. Please advise regarding next steps that would be required....Thank you. Attached please find: • Application for Building Permit • Survey&Tax Map • Architect's plans Ie se a,I a,y ca r p en,-e > a �,,a ns, addi s t Sincerely, John Cassimatis Mobile phone: 1-347-834-1527 Y Town of Southold—Building Department March 3,2020, Town Hall PO Box 1179 MAR 1 1 2020 Southold, NY 11971 Subject:Requesting copy of denial for building permit request(for Tax Map 137.-2-15)4355 Pequash Avenue, Cutchogue, NY11935. Per our telephone conversation,attached please find$50 check#1907,for a copy of the denial regarding the above referenced subject. Also,as we discussed can you please mail me instructions regarding"next steps"along with any application forms required by your office or other offices such as(ZBA)the Zoning Building Authority. Thank you in advance for the above requested next step guidance. leas mai! allcc�.r esponden.M UZ,0 ' 47,18 �7'�4 A en•u Sincerely, dhn Cassimatis Mobile phone. 1-347-834-1527 c I I _,. , . k I 'i,- . ' rl t±r,-.-.,t i 1 V.,7, ,V..1. . 1 {. . _ .;it: . .i.. f_; . . R ,,, . j , m' y;. r': ...�. . ..:_.- �( .. '. .,r,:.b i ##'` "l. SVw 1� t. : `. C _ F _ :.J: .� �" .- :..... ��: "'ter"' ..1,r. ., .7 - di _- , :. n: :` r '1.,.T .. .T., .. .. a .... ....... .. ......�.. .,' ._, .. 5� 1. . d " .':a... . .... - 1 .. - - - ,., '. .. ... ..... is t , - 11 fiY .. : +. ,.. 'tihj `;, , n ) 1. 7. .3 a, t '.1 #': L'. ' ('. .... ;',fir: '"I. f. 1. . ,',l,,r'. 11 - 9{.F:: .. - .Ia-...-.. _ J} 'r r . y -;,�. a,'. w`. � . Y <t'' !'' M:i•. �r . '',' 14 as:'.: J s' 3'r'.:`:``` i .' _, .: -: : :' `r� . , t ,1. . fi . x.: ,. A y�:y ') 1. 'r , ,. ,: , 1. !r 11 .. ,, 1�, . .: 1 . ,. . 9: - r...,. .4 SS M? ' . ".'::•', -, ' t:1 . 1 . ;,r". . '•' . , ., 1.. �: h;-`. tf I .�T y, ., ... 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AMMwerwMofdrliq]rvlNrT.PFa.mnbsN f1RENCG SIMPLE% H.Y. 11357 OISOHAROE PUMP RASIN OETML WHITESTOME, mmlpmu.ttallh Nuilmrm15ubeil —� xro I>royL � Pl:e_q��-1147` j ,.•�«- rt.. � .� rRo.Ncr wuc: 6¢r:Y- '�'g 0o n' W WIRIN[ EYATI[ g9gT m�iu� oe arrl'•Y .raw.. �.� vu._s�as9lns ^+"", "."i.�' 4355 PEQUASH AVE. CUTCHOOIIE,N.Y. 11935 TRU, SANITARY SYSTEM SITE PLAN Vollmuth & Brush �vwaa� �rwa� v FsANNAPNOTE�� wor ac mra.ra 0 GEOMAT LEACHING SYSTEM DRAINFIELD LONGITUDINAL CROSS SECTION =`J+ ^��^^" 39 �aoo9N.PamA«... "''4 SITE 09AI°YOE NOTE: -.•GEOYAT 00 LEACHING °1O'Or Nu.PoIM,Nv.T.rY 11)13 Mir— wom.°oa.x�aiervur SYST M ROse a TION �^^. (an)w-aw 71—w-mm -r SOE T HiY NOTFSm ... O+'m c-1 71—— $ullolY Caurly Mporlm.nl°I N.aIM Smkx Apparel PrM.°r vs 20024 ww�•SYS'iv Taw 'w"^•"°"""O PUONAATE9 xoTES• - 11/19/20 t r�m�sm^ix a �.� �.m^ji.mi.>...m.sr.o v v.v.en'mrc. wr wv�z wm lva �IwufMlnv OY.mwpNyutu9orw y:l•=10• wrrw.r r«r :+ `o° .wa®a°v®ie"�nm" 1 lenrtArrrm.i ortwrrn°m'n A.A �m M FAS waw _Rort9 w+w�w.`w��w°� I p...r tna �NtY Te.Yy Ipa iW0-13T-02-IS y w� rr w �. vg 20024-SP1 amnn va a..'.rrm.m S 3 Mn1oe.°�'•. v l I._— m N 41'02002 1w+W]2.2D•IO' a, M ru.ar.w �wwn sso uun,ev 1n w^a n v "rw"a I'rv•rwn_I Ic°rrm«I "" "[ r woaw.oum ..rr _—__ _—_ im ov.exo.s•w n swmmnu u ® . .xN °b¢NlvRa«q 0¢o.wrN evv simnrr earn wrl __—__—�_ay___—__—__—______—________ ° iwvrmwrm ms r.m r w.r<°r• ""° __ _— aim - ____ w L]PM®TNRE%Y[AM FROM WI[ttAPPROYAL _—_ w«orw rxw _ _�3_—_ Yom=__—__ _ —_ _ _ _ —ba P3+__—__ - �SLp9�L�:R_ SANITARY SYSTEM PROFILE RC_00'� .°Anu.r.. .r.,w SCDHS REF. No. R-20-1932 SURVEY OF PROPERTY A T CUTCHOG UE TO WN OF SO UT•HOLD E a SUFFOLK COUNTY, N. Y. r 1000-137-02-15 SCALE.• 1'=30 JULY 22, 2020 OCTOBER 16, OCTOBER 18, 2022 2 20 (Fin al REE As nBul f SLEVA TIONS) Survey)) / SCTM# � 1000-137-02-11 DWELLING / / PUBLIC WATER i SCTM# 1000— ELLING-12 / DWELLING PUBLIC WATER SCTM# i 0 / 1000-137-02-17 / DWELLING PUBLIC WATER N/0/F DENIS LIPOVAC CERTIFIED T0: CL END suZANA uPovAc \/ SCTM# STKDE.COR. MARINA MIOCIC 1000-137-02-13 JOHN G. CASSIMATIS / CLF.END 1•8'N MLADEN MIOCIC DWELLING MARY ANNE CASS I MATI S , N/o/F 0.2'W E z'W 1000i TM 02-14 �`s• PUBLIC WATER / IREN MAf'AMM stiff %-c- DWELLING SCT 1000-137-02-16 '�oc�j• PUBLIC WATER O 11 `�S• DWELLING ��1 �i o '� , PUBLIC WATER O9' ti ti F TEST HOLE DATA SCTM# SHED/VI HED NYL 1000-103-14-5 MCDONALD GEOSC/ENCE �. CLF.END FEN.COR. 7/16/2020 PUBLIC DWELLING WATER / 4, SONG.0 .8' N 1.5'N I EL. 6.5' / o� HVAC Nl6 , 6' HVAC GAS •6+?• 6'S PALE BROWN / �i0 SA• 10O Bx.B>iR'e• oE�K a26 FR. 0r. MET � SILT ML tK 3' AG �/ �^- Dc� Q��o Na BROWN SILTY SAND SM q�. y �� EL6. CLF.END O \ ��- 212 C STONE/BRK� 4 / 1� s� SO, 0.2'N a <^ �\ srooP 0( CANTILEVER PALE BROWN F/NE / `')• F� (��"1"O \?� 6, °.5'E �� 9 C/o k GAS VALVE SAND SP SCTM# / 7O 0,,;,9&, Ory_ a? V. 0 Opu�L �y 1000-137-04-4 0 SCTM# - „ 1000 103-14-6 �Y eo St Fu (Clean 1 E7' 0 DWELLING 4 4 EL. 0.9 5.6 ` 1 !' PUBLICDWELLING WATER EL 7.8' V.�v' 4 x Basin Ceti 7 WATER ti PUBLIC WATER WATER IN PALE x� Pu METER \ BROWN FINE SAND SP 10" PINE oy p0 s" CEDAR NO TE. WATER ENCOUNTERED 5.6 BELOW SURFACE 6" CEDAR L'0 11" CEDAR VV QO \ ALL PROPER77ES W/7H/N 150 ON PUBLIC WATER �• C�` NI ELEVA 110NS REFERENCED TO NAVD 88 � SCTM# 1000-137-04-5.1 DWE LING PUBLIC L WATER KEY OPO EL 7.8' Q = REBAR Q Q ® = WELL O'0 `� /- - SEPTIC SYSTEM ® = STAKE lop (�`O" gyp, � / LOCATION AS INSTALLED = TEST HOLE `V' / SCTM# A B C ® = PIPE 1000-137-04-5.2 FujiClean ® = MONUMENTDWELLING CENT ST — 12.6' 26' _ PUBLIC WATER 1 = WETLAND FLAG (�S lOWTS �Op, Pum Discharge Bsin — 16 ' 33' = U71LlTY POLE Geomat Leaching 13' 30' - {' 1 ((''ff _ c�}} //�� .N ff _ r Drainfield Valve Box.1 +�.�Ft'i'Li�Ll�Jlfl�3 6 ��/e��7'{.��{i•a�..�R ��~{P�li•.i��v':i�v.4�.ri. i SCTM# !0 Geomat Leaching 30.6' 14' = HYDRANT - -� �r� Drainfield Valve Box 2 — l`PPR,.a�„,OF C0%*,✓`T '?IC.;E"Tris;':,FOR 1000-110-3-32 0, Geoma eac ing 17.6' 32' F��;�GLw i!' -";Y Iti `';w^A:CG DWELLING Drainfield Valve Box 3 — off — = OVERHEAD WIRE �n `e i.,j` J _�o_ 93� PUBLIC WATER - Geomat Leaching 33' 19' GAS = GAS LINE '-"�''- L---- - Tt1ry se.�u^,n di! d sL'r ,• n Drainfield Valve Box 4 roC�!sr..:4.,.,r: r,^,.� fw .: sit`;.1Cc3vCr have LCt1 F_NEV" SS = SAN/TARY LINE t CMui;n�car c 4 ted vy this Deprtl,sna or o't9-�Aflcs erd found to /.��-�� 'f?- W = WATER SERVICE k�c s 's`sCrr FOP,R RAAXI!~rsU tr1 qF _ @`:Cf;?t3ff • X = CHAIN LINK FENCE (CLF) .f vT-�,'`` �^ / � = STOCKADE FEN (STKDE) Chief 00. IW I / ' SCTM# __.�__.— :<' I.t�. .—• 1000-110-3-31 CWEI.L.ING PUBLIC WATER05i132�� ANY ALTERA77ON OR ADD/71ON TO THIS SURVEY IS A WOLA77ON OF / Y-��A N.YS.- 9618 SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. EXCEPT PECON/C SU YORS, P.C. AS PER SEC77ON 7209-SUBDIWS/ON 2. ALL CER77FlCAVONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP / AREA= 7,922 SO FT. (631) 765-5020 FAX (631) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE P.O. BOX 909 SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOL D, MY 11971 20-041 BOARD MEMBERS OF S��/j Southold Town Hall Leslie Kanes Weisman,Chairperson �� yo 53095 Main Road-P.O.Box 1179 Dantes Southold,NY 11971-09,59 Patricia ra Office Location: Eric antes G Town Annex/First Floor, Robert Lehnert,Jr. '�r. _ y0_ 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®lij'c�U191`,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 October 22,2020 John Cassimatis 147-18 17th Avenue Whitestone,NY 11357 Re: ZBA Applications#7425 Cassimatis,4355 Pequash Avenue, Cutchogue SCTM No. 1000-137-2-15 Dear Mr. Cassimatis; Transmitted for your records is a copy of the Board's October 15,2020 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. We have enclosed two Property Owner's Statements, in accordance with the condition of variance relief approval. These documents must be acknowledged with the owner's signature before a notary, and then submitted to the Building Department and the Office of the Zoning Board of Appeals prior to applying for a building permit. Please be sure to submit an application along with a copy of the attached determination to the Building Department. If you have any questions,please call the office. Sincerely, (f' t 4/ Kim E. Fuentes Board Assistant Encl. cc: Building Department ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 P.O.Box 1179 Southold, New York;11971-0959 Y. Fax(631)765-9064 Telephone (631)765-1809 ZBA FILE: #7425 NAME OF OWNER OF SUBJECT PROPERTY: John & Maryanne Cassimatis PROPERTY LOCATION: 4355 Pequash Avenue, Cutchogue,New York DATE OF ZBA DETERMINATION: October 15, 2020 SCTM No. 1000-137-2-15 PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s) of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number:. #7425 Dated: October 15,2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Jolu, 1�1�i�� 1� �`�� N�� iss)r q Signature of Owner(s) Dated: GZ-ErJ Dated: l a Z 6- 0 Sworn to before-me this day Sworn to before me this ZIP-P day of Q , 20 ONUT Notary I.I NOT UBLIC-STATE OF NEW YORK EW YORK No. O1 G14680642 No. O1 G14680642 Qualified In Queens County Qualified In Queens County My Commission Expires February 28, !� My Commission Expires February 28,afts ffi I 4: Ir- 1= ri_ I, - ,.r.i, I=.i' IT I= Nom', I_.P;. :� .. M;.t ABBREVIATIONS �R 0 i�AT �. MA ..R� RKS'. _ DEMOLITION NOTES REScheckSoftwareVersion 4.5.5 �a .. 7 Y __17 _Ir Compliance Certificate 11 A.B. ANCHOR BOLT CFL. CLASS OR G=LAZED BE REMOV LLLLJAD,)- ALL DEMOLITION / GONSTRUGTiON DEBRIS TO ED A.G. AiR CONDITIONING CsYP. CsYPSUMFROM THE PREMISES AND DISPOSED OF iN ACCORDANCE WiTH VENTILATIONANDTHE REOUiREMENTS OF THE TOWN OF OYSTER BAT' ADJUSTABLE H_V.A_C_ HEATING .<_ PLAN A.1=.P. ABOVE FINISHED FLOOR AiR CONDITIONING PROVIDE 4" TRENCH FOR APPROX. APPROXIMATELY HGzT. HEIGHT Project Cassimatis Residence CONSTRUCTION NOTES BALES 4 SACK FILL SOiL. APP'D APPROVED I.D. INSIDE DIAMETER AGAINST BALES Energy Code: 2015 IIECC 1451=H. ASPHALT INSUL. INSULATION µ Location: Cutchogue, New York AC. T. ACOUSTIC TILE: INV. INVERT ALL CONSTRUCTION TO CONFORM TO NEW YORK STATE, LOCAL Construction Type: Single-family AL. ALUMiNUI"T JAN. JANITOR CODES AND NEW YORK ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS. Project Type: Addition BD. BOARD LAV_ LAVATORY ' Climate Zone: 4 (5572 HDD) BLK'S BL0C-<NCx M.E. MECHANICAL EaJIPMENT Permit Date: CAB CABINET MFR. MANUFACTURER ALL ELECTRICAL IS TO CONFORM TD N.E.C. AND FiRE UNDERWRITERS ; • il"�'7717' Permit Number: CODE. G_B_ CATCH BASiN MTL_ METAL CEM. CEMENT M.O. MASONRY OPENING= Construction Site: Owner/Agent: Designer/Contractor: CONCRETE STRENGTH 3000 LBS X28 DAYS (GARAGE: 3,500 LBS). 435.5 Pequash ave C.I. CAST IRON M.T. MI=N'S TOILET PROVIDE 2 STA'IGES FOR EACH BALE 2" X 2" X 3' CutchocJue, NY G_T_ CERAMIC TILE N.I.G. NOT IN CONTRACT • ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOiL. CL. CLOSET No. NUMBER MiN. 2 TON/ S.F. BEARING CAPACITY. O.D. OUTSIDE •� o.� .moo. INEDIAMETERALL STRUCTURAL LUMBER TO BE E=1600.00 Fb= e.:•. -... . ,.... � � � ' � .. .. ��.. 50 UNLESS OTHER OL_ COLUMN OP'NCs OPENING= 14 - C Compliance: 0.0%Better Than Code Maximum UA: 106 Your UA: 105 Maximum SHGC: 0.40 Your SHGC: 0.2i WISE NOTED. ( SS OR 1* 1 GRADE ) s '... . GLC=. CEiLINCz -LAST. PLASTEf'i S EC�TIO N The%Better or Worse Than Code Index reflects how close to compliance the house its based on code trade-off rules. ALL LVL Hi=_ADERS To BE Fb = 2950 , E = 2.0 it DOES NOT provide an estimate of energy use or cost Wative to a minirnurmcode home. CONC. CONCRETE P.N. PE.NTHOUSE E. CONT. CONTINUOUS POL. PL. POLISHED PLATE C=LASS G.S. CAST STONE GL. DOUBLE JOISTS AROUND ALL OPENINGS AND UNDER PARTITIONS STRAW BALE BARRIER DETAIL EnvelopeAssemblies RUNNING PARALLEL TO THE DIRECTION OF THE JOISTS. G.J. CONTROL JOINT REQ'D REQUIRED ROOF DRAIN • PROVIDE R DE STEP LASHING AS REQUIRED . ,, _ DET DETAIL R.D.RD F SCALE: N.T.S. • : .::,; .. : .<.. . .: DRAWINCz REV. REVISION €€ DWG Ceiling 1: Flat Ceiling or Scissor Truss 578 34.0 30.0 0.417 12 DIA. DIAMETER RM. ROOM WRITTEN DIMENSION TAKE PRECEDENCE OVER SCALE. DIM. DIMI=NSiON S_S_ SLOP SINK ;�.; Wall 1:Wood Frame, 15"a.c. 451 15.4 3.4 0.46] 45 THESE DR>~WINfzS AND SPECIFICATIONS HAVE BEEN PREPARED BY/ UJ l EROS>ION AND SEDIMENT CONTROL NOTES DEM_ DEMISING S.G. SELL= CLOSING= () W > ; � _ _ - Window 1: Wood Frame:Double Pane with Late-E 147 0.38U 41 OR UNDER THE DIRECTION OF THE UNDERSIGNED AND t0 THE BEST -- - — — SHGC: 0.21 E.I.F.5. EXTERIOR INSULATION S.C.W. SOLID CORE WOOD OF THE UNDERSIGNED'S KNOWLEDGE INFORMATION AND BELIEF MEET 1. CONTRACTOR SHALL BE RESPONSIBLE FOR GOMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL FINISI-4 SYSTEM PRAGTiGES. THE SEDIMENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY Door 1: Solid 21 0.380 8 SPEC. SPECIFICATIONS THE REQUIREMENTS OF THE NEW `PORK STATE ENERGY CONSERVATION MAJOR SOiL DISTURBANCES, AND MAINTAINED UNTIL PERI"fANENT PROTECTION iS ESTABLISHED. ENCL. ENCLOSURE 5U5P. SUSPENDED CONSTRUCTION CODE. Gampttance Statement: The proposed building design described here is consistent with the building plans,specifications,and other 3> ELEV_ ELEVATOR ST. STONE TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirerrents in UJ 2. ALL P L REScheck Version 4.5.5 and to comply with the mandatary requirements listed in the REScheck Inspection Checklist. EL. ELEVATION SPR. SPRINKLER THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION O W A PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND STORED ON SITE SHALL BE LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED WiTHIN 14 DAYS. E.M.R. ELEVATOR MACHINE ROOM 5T_ BTL_ STAINLESS STEEL MEANS MET+-IOpS, TECHNIQUES SEQUENCES OR PROCEpURES OR ;.:. E_W_C_ ELECTRIC WATER COOLER S.S.D. SEE STRUCTURAL DRAWINGS FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WiTH THE Norrie-Title signature Date WORK. THESE ARE NO WARRANTIES, NOR USE EXPRESSED OR IMPLIED 3. ANY DISTURBED AREAS THAT WiLL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO EXP. BT. EXPANSION BOLT S.M.M. SEE MECHANICAL DRAWINGS °I CONSTRUCTION TRAFFIC, SHALL BE PROTECTED FROM EROSION BY IMMEDIATELY RECEIVE TEMPORARY FL. FLOOR TI-4- THICK IN THE USE OF THESE PLANS. O SEEDING. MULCH SHALL BE USED IF THE SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY COVER. F.D. FLOOR DRAiN TYP. TYPICAL UJ DISTURBED AREAS SHALL BE LIMED AND FERTILIZED PRiOR TO TEMPORARY SEEDING. ' DESIGN LOADING ARE AS FOLLOWS PER SQ_ Ft: Q 4_ ALL DISTURBED ARFA5 SHALL BE WETTED A5 NECESSARY TO PROVIDE DUST CONTROL._ 1=1N. 1=1NISH T.L.L. TENANT LEASE LINE LOCATION LiVE DEAD DEFLECT. LIMIT ' I FP. FIREPROOF VENT_ VENTILATOR 1 ST. FLOOR 40 LB 10 LB. L/360 W ii 5. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOiL AND DEBRIS AND IS FNDN. FOUNDATION V.I.P. VERIFY IN FIELD < I=TC=_ FOOTING= WP. WATERPROOF 2ND. FLOOR 30 LB 10 LB L/360 .. RESPONSIBLE FOR ANY STREET GLEANING NECESSARY DURING THE COURSE OF THE PROJECT. ATTIC (STORAGE) 20 LB lm LB L/3(o0 GA. GAUGE WD. wooD ROOF 45 LB 10 LB L/240 UJ ' 6. SEDIMENT AND EROBIO,1 CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE W.T. WOMEN'S TOILET (45 DRAINAG=E AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. ALL HEADERS FOR WiNDOW AND DOOR OPENING, UNLESS OTHERWISE Q W.G. WATER CLOSET � UJ O SYMBOLS NOTED ON THE PLANS, SHALL BE AS FOLLOWS 2 -I_ ALL 51FDiMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT EDITION OF "NY STATE STANDARDS AND SPECIF=ICATIONS FOR ER051ON AND SEDIMENT CONTROL MANUAL". SIZE MAX. SPAN0 (2) 2x6'S ON EDGE :I (2) 2x8'S ON EDGE 8. STRAW BALES SHOWN ARE TO BE USED AS TEMPORARY SEDIMENT BARRIERS. STRAW BALES TO BE F=IRM /�/ j�j FA1zTH co Project Title: CassimatisResidence Report date: 42/42/20 / �` HiDDEN LINE (2) 2x10'5 ON EDGE AND SEC,URi=L`t' TIED WITH PL STIC OR WIRE BINDINGS. BALES ARE TO BE PLACED TOUCHING AND FIRMLY Data filename: D:\Rob MLD5 foider\DWGS\ROB\Cassimatis john\CASSIMATIS\CASSIMATIS.rck Page 1 of 1 O ANCHORf=D TO THE GROUND WITH STEEL DRIFT PINS OR STAKES AS SHOWN_ GRAVEL CENTERLINE (2) 2x12'5 GN EDGE �'-0" to D .: ► CONCRETE PROJECTION ABV PLAN SHOULD THE CONTRACTOR D15COVER ANY CONDITIONS TO BE DIFFERENT iN THE FIELD THAN SHOWN ON THESE CONSTRUCTIONon 12" 12" COLUMN LiNE DOCUMENTS, THE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY "`r , CONCRETE HLOGK 8 PRiOR TO THE CONTINUATION OF ANY CONSTRUCTION. BRICK +C 0) EXISTING= ELEVATION 4 RCNYS TABLE R301 .2( l ) CLIMATIC GEOGRAPHIC DESIGN CRITERIA N FORE AND GUT PLYWOOD FOR EACH WiNDOW WIN SEISMIC SUBJECT TO DAMAGE BY WINTER ICE SHIELD FLOOD N DRILL HOLES FOR FINISI lEl� uioop--- iVEuJ ELBvA7fON ,::", GROUND D SIGN UNDERLAYN4ENT HAZARDS �`+ SCREWS 'a 12" O.G. MAX INDEX OF DRAWINGS SNOW (SPEED IN DESIGN DE CATEGOKY WEATHER- FROST LINE TERMITE DECAY TEMP. REQUIRED - ROUG=H WOOD Bldg Dept r.:'p, from ZBA LOAD MPH) INC DEPTH �' REVISION DESK=NATION ,�-i G=ENERAL INFORMATION / SITE PLAN . - PLYWOOD PANELS AND ,4-2 DEMOLITION / CONSTRUCTION PLANS Final revie,, rrtfients MOD. TO SLIGHT TO cv SCREWS TO BE STORED PLYWOOD ZBA Fit # o J <! 45 PSF 110 C 5EVERE 3'-O" MODERATE I I DEG. YES N/A ON SITE AND LABELED i WiNDOW DESIGNATION A-3 SECTIONS Date: j HEAVY FOR F=AGH LOCATION_ O A-4 ELEVATIONS RIGID INSULATION WIND BORNE DEBRIS PROTECTION: i;.. '.W ALL WINDOWS AND GLASS DOORS TO \ DOOR DE51CzNATION V. BF= PROVIDED WITH A Y" PLYWOOD BLANKET INSULATION PANEL PRECUT TO COVER THE GLAZED O SMOKE DETECTOR OPENING WiT 4 ATTACHMENT HARDWARE RECEIVED PROVIDED. PRE-DRILL HOLES FOR O CARBON MONOXIDE TYPICAL ROOT= /CEILING FRAMiNr4 THE 2-1/2" # 6 SCREWS WHICH ARE TO DETECTOR , ' „ BE AT 12" O.C. AROUND THE PERIMETER. DouDLE Tof= PLATE AUG 2 7 2020 OPENING PROTECTION DETAIL CRIPPLE- �I r� ►'e 'S k : STUDS SCALE: 114" = 1'-0" He HEADER— CONNECTORS rLENUGTT He (TYP.) Use every other nail hole REQUIRED in a row to rovfde the H JACK STUDS REQUIRED(TYP.) p HEADER/ H8 CONNECTORS code-required minlmum END center-to-center LENGTH spacing for malls "12' IN.\ FULL LENai-44 KINC4 FULL LENGTH NO UPLIFT STUDS I WALL STUDS Robert A -- (,`\ CONNECTOR I� H8 CONNECTOPS Stephenson REQUIRED \ SPAN / I g LEAR REQUIRED(TYP.) NOTE: Architect UPLIFT CONNECTION 15 REQUIRED AT EACH END OF HEADER AND ' — —f At BOTTOM OF 1 IEADER STUDS IN ADDITION TO CONNECTORS AT �� Simpson Strong-Tie �1 - �, PLLC µ END LSTA II�I'`I, WALL STUDS AND AT TOP AND BOTTOM OF CRIPPLES / f'rovfde nlnTmum LENGTH I at each rafter �+l I - Ha f41HADER / STUD CONNECTORS AND A35 GRIPPLE STUD A�\ 650 50- F - end distance 12' MIN. CONNECTORS BY SIMPSON STRONG= TIE OR EQUAL IN LiEU OF 1-1/4" W 20 o lac I p Equal mumber of �1` I j y p CsA.CsALV.STEEL STRAPPING AS PER PRESCRIPTIVE 11ET140D TABLE 5E COI D FL I\ 41 Shaw Avenue Specified malls I a lI) _ I, 3-5 - Ie95 WFCM. Sfir son Strom Tie o in each end Gs Go,led seg 1-1/4" 20 a I'l( � 0 ,�j�j� (�� Babylon, New York 11702 p g ! Sim son Strong-Tie __ a each stud �• u ° SGS-2/4 TYPICAL FRAMING AND __ ERob@rastephenson.eom 1',.. `; JIj UPLIFT CONNECTIONS FOR OPENINGS 516-607-5000 42.11 Simpson Strong-Tie Wall to Wall Strapping Roof Ridge Strapping 2x4 RAL BRACE 32.i LATERAL BRACE n/ N PROPOSED ADDITION . AT 6' O.C. � � LSTA18 \�� '��• � O � o CASSIMATIS RESIDENCE ' CS16 T'1' 2-10d NAILS MTS16 4355 PEQUASH AVENUE Simpson Strong-tie _ s1 CUTCHOGUE NY : v i" \ \� HD38 �\ j TRUSS OR CEILING= _ -- _ - Simpson Strong-tie JOIST q� I 1 �-- LSTAIS or MT516 or C516 \ %` g� — ' at each stud i i_. T \ U A C / y"„ GABLE END TRUSS � PRO�OS�� 61 � ��P N \ ' . -- p12 • Simpson Strong-Tfe 106 SO NAi S 2 �Q. �. III x �g, 1, • _�'= LER NAfLS fRS� L� Nw • .� \ ;I I i �°`/ Sd GOO /. AT loll O.G. 1�I�DITION Oil �� _ 1 ° \°• m \ I� / Simpson Strong-Tee - f 44 \� t, 1; � ;T OF mgr y0 LTP4 ° "A C-A OF N � � I' at each rafter 2 X 4 6LOGKNAiLED \�; Simpson Strong-Tle TO EACH BRACE WITH LTP4 Plate Connectors LTP4 4-10d NAiLS l DATE 2/7/20 6t 16" or-. 1� f GYPSUM BOARD n � SCALE: AS NOTED Hold Down 8a COOLER NAILS JOB N0: R1903 Simpson Strong-Tie Rafter/CeilingJoists Simpson Strong—Tie At T" o-c. A' TITLE GENERAL INFORMATION ��. p p "�J 2O C�AUC-rE 5T ENDWALL STUDS IV Stud to Band Joist Connection Strapping Solid Post Connections 10-SD NAIL SITE PLAN TYPICAL CEILING BRACING GABLE ENDWALL DETAIL SCALE 1" = 20'-0" �: :: xxl HURRICANE CLIP DETAILS SEC: 13-i BLK: 2 LOT: 15 - -SCALE: N.T.S. Hi IR EV No . xpA;71=; " '':;REMARKS :. ... , 32'- 1 8/25/20 CHANGED SPACE DESIGNATIONS ON 9�_02,_0„ �,_g„ 2,_0„ 5'_0L L. " FIRST FLOOR x . ANDERSEN TW3046 ANDERSEN TW20210 ANDERSEN TW304(o 3'-I"x4'-8" W/ 2-2x8 2'-1"x3'-I" W/ 2-2x8 3'-1"x4'-8" W/ 2-2x8 r— HDR HDR HDR IN ax m cv BATH NDN UP Z N X I I N X IkkII1 Z 3 N ILI '' !7 x lY BEDROOM S u ° 2 i 4"�x u o Q X r. 6 4 O BEDROOM ► Z pT m = NN 2'-(o"x 2'-(o NN m -L BASEMENT (01-511 6' -all 00 2'-(o"x �>� 2'- "x oo - - - - - Cq e - - - - -e- - - - - 0 N Ak � O O O O v 0x Viz?. N I N Z � \ PROVIDE RUBBER MEMBRANE - - _ _ AGAINST EXISTING WOOD JU = BEDROOM 8 � I I 8 � =N BEDROOM W 3 W _' `�, J c4 OT FRAMING AND 1/2" PROTECTION �r cfl N I II _, W BOARD w X N x N x w <t v ^ Q ZCl . _ _4 � � z Tom'. o W `, ; � • . 7 77777.77.7 SLAB ON CzRADE " (2) "ANDERSEN" (2) "ANDERSEN" 2 RIGID INS. R-10 —I 2 -m DOWN tW3ra46 3'-1"x4'-8" TW3ra46 3'-1"x4'-8" '. — W/ 2-2x12 HDR W/ 2-2x12 HDR W Z -6" 2'-3" Uj BASEMENT PLAN : SCALE: 1/4" 1'-0" SECOND FLOOR W ~ 0 SCALE: 1/4" = 1'-0" Cl) W O 0. Cl) � V PARTITION LEGEND U) r. 4. EXISTING PARTITION TO REMAIN DN DN C____—C EXISTING PARTITION t0 SE REMOVED >~'EW PARTITION SIZED AS PER PLAN DECK 2 A-3 1 r—� .. Ir 0000 Q 1 0000 ° — o — HALF — _ o L — HA DINING ROOM ATN DINING ROOM ATH Bldg Dept co O O O O Final reviewed d o r COPY from ZBA ZBA File# �4 Vents x f: KITCHEN 0 O KITCHEN 00 ate: a� I BATH BEDROOM BATH HOME NiOFFICE Robert A -- Stephenson o^moo k ` �,- 3 - Architect Al;:., m : I I BEDROOM r rN N u PLLC LNG ROOM II LMNGRM 2. FAMILY ROOM 41 Shaw Avenue BEDROOM I t= KIDS PLAYROOM Babylon, New York 11702 Rob@rastephenson.com CLOSE UP OPENING 516-607-5000 y 1 TO MATCH EXIST Yy �� CONSTRUCTION w __ _ UP PROPOSED ADDITION — -- CASSIMATIS RESIDENCE I I e "ANDERSEN" TW3046 4355 PEQUASH AVENUE 3'-I"x4'-8" W/ 2-2x6 CUTCHOGUE' NY E�AR(/, -. L-----J 3'-0"x 6'-8" W/ _ �� GTEP ATF Q 12" SIDE LITES Q FIRST FLOOR DEMOLITION FIRST FLOOR 3: �' 2 I DN i M �� o SCALE: 1/411 = 11-011 SCALE: 1/411 = 11-o" A-3 � N 8" DECORATIVE 4'_4'� 1 -4 "FYPON" COLUMNS W/ orN" STL COL DATE : 2/7/20 SCALE: AS NOTED JOB N0: R1903 TITLE : DEMOLITION PLANS It W. A�Z ;: X. Table 3.1 Nallire ScheduleW. Joint Description Number of Nails Nail Spacing ROOF FRAMING r` Rafter to Top Plate (Toe-nailed) (3) 8d Com. Per Rafter Ceiling Joist to Top Plate (Toe-nailed) (3) 001 Com. Per Joist Ceiling Joist to Parallel Rafter (Face-nailed) (6) 16cl Gom. Each Lap Ceiling Joist Laps over Partitions (Face-nailed) (6) 16d Com, Each Lap CONT. RIDGE VENT Collar Tie to Rafter (Face-nailed) (3) i0d Com. Per Tie . Blocking to Rafter (Toe-nailed) (2) ad Each End Rim Board to Rafter (End-nailed) (2) 16d Each End 2x10 RIDGE WALL FRAMING Top Plate to Top Plate (Face-nailed) (2) 16d Per Foot 12 Top Plate at Intersections (Face-nailed) (4) 16d Joists-each side 235 LB ASPHALT ROOFING Stud to Stud (Face Nailed) (2) 16d 24" o.c. (o SHINGLES «Q Header to Header (Face-nailed) 16d 16"o.c. along edges 30 LB FELT PAPER Top or Bottom Plate to Stud (End-nailed) (2) 16d per 2"x 4" stud — — — — (3) 16der 2"x 6" stud �— — - — —� F`` ry (4) 16d per 2"x 8" stud s�8" PLYWOOD SHEATHING Bottom Plate to Floor Joist, Band Joist 2x4 COLLARTiES e 48" O.G. 2x8 ROOF RAFTERS 1(0" O.G. or Blocking (face-nailed) (2) 16d ' ' Per Foot : FLOOR FRAMING iCE BARRIER c Joist to Sill, Top Plate or Girder (Toe-nailed) (4) 0d Per Joist SELF-ADHERING POLYMER Bridcling to Joist (Toe-nailed) (2) ad Each End - MODIFIED BiTUMEN SHEET 2' Blockking to Joist (Toe-nailed) (2) ad Each End PAST WALL ' Blocking to 5111 or Top Plate (Toe-nailed) (3) 16 d Each Block ° :. Ledger Strip to Seam (Face-nailed) (3) 16d Each Joist 1x6 FASCIA BOARD Joist on Ledger to Beam (Toe-nailed) (3) ad Per Joist Band Joist to Joist (End-nailed) (3) 16d Per Joist 2 LAYERS 9" INS. R-30 Band Joist to 5111 or Top Plate (Toe-nailed) (2) 16d Per Foot 21_011 1 LAYER " GYP. BD. GUTTERS LEADERS ROOF SHEATHING TOMATCH 2x8 CEILING JOISTS CONTINUOUS SOFFIT VENT ` .. if. a Structural Panels ad-4' Edge 611 Edge/6" Field EXIST 16" O.C. W F.,. Diagonal Board Sheathin ad Inter. 6" Ed e/1211 Field 1"x 6" or�"x 8" (2) 8d Pert5upport W 1"x 10" or wider (3) ad Per Support U '\ F; CEILING SHEATHING = Gypsum Wall board 5d coolers 7" Edge/10" Field dj O W z " # ® W WALL SHEATHING 2x4 STUDS 6 16" O.C. W/ Si811 Structural Panels ad 611 Edge/12" Field 11-1/8" WOOD I JOISTS 6 12" PLYWOOD SHEATHING, HOUSE � Fiberboard Panels O.G. SISTER TO EXIST WRAP, VINYL SIDING Q 6 >M d 3" Edge/6" Field 25/32" ad 3" Edge/6" Field CEILING JOIST W kT4y'= Gypsum Wallboard 5d coolers -1" Edq e/10" Field hk '' Hardboard .5d6" Ed-ge/12" Field " PLYWOOD SHEATHING Particle Board Panels ad 6" Edge/12" Field �n W Diagonal Board Sheathin V_ I'lx 611 orq'lx 8" (2) Sd Per Support ;., 1"x lm" or wider (3) ad Per Support FLOOR SHEATHING W Structural Panels Cl) W O :. 1" or less ad 6" Edge/1211 Field 03: ii II II rester than 1 106 6 Edge/6 Field a Diagonal Board theathin PROVIDE 1 LAYER 5/8" GYP 1"x 6" orq"x 811 (2) 8d Per Support SD OVER EXISTING CEILING 01 1"x lm" or wider (3) ad Per Support MATERIAL TYR ENTIRE HOUSE O Cl) �� EXISTING PARTITIONS 70 Nailing requirements are based on wall sheathing nailed 6 on at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge REMAIN W/ NEW VINYL SIDING to obtain higher shear capabilities, nailing requirements for structural members shall be doubled, ADDED ` PROVIDE A 3/4" BOARD ON EXIST z ;. 00 or alternate connectors, such as shear plates, shall be used to maintain load path. - '`:: ' When wall sheathing is continuous over connected members, the tabulated number of nails TOP OF EXIST SILL TO HOUSE g SEPARATE NEW JOIST FROM r shall be permitted to be reduced to 1-16d nail per foot. >< EXIST CLG PRECAST CULTURED STONE TOP CAP 4.. l 2 x 8 RIDGE 2x6 ROOF RAFTERS 16" O.C. NEW ELDURATO OR EQUAL CULTURED STONE AT BASE 235 LB ASPHALT SHINGLES 15 LB ROOFING FELT EXIST 3-2x8 HEADER GRADE . 1/2" PLYWOOD SHEATHING TO REMAIN 11/2" PLYWOOD COLLARTIES 4 :.. VAULT FRAMING MEMBERS m Bldg Dept copy frnm ZBA 12 1611 O.G. Final reviewed ocurrf BA ZBA File# '7 �U g � nts 2x6 FRAMING MEMBERS 0 - Date:/ . ;. 16" O.G. FOR TRIM BOARDS EXIST IT r` ..' 2- 2x8 HEADER HOUSE EXIST. HOUSE EXISTING PLATE HT. FOUNDATION TRIMx 2V2" DECORATIVE ORTWOOD Robert A I x 4 4 1 x 8 TRIM BOARDS Stephenson11FY PON" OR WOOD VENTING VINYL SOFFIT Architect ., PLLC 811 DiA. COLUMNS "FYPON" W/ GAL. STEEL PIPE 4 HIGH 41 Shaw Avenue DENSITY POLYMER COL. g. ENCLOSURE Robn, New York 117 @�as ephenson com02 SECTION 516-607-5000 1 SCALE: 3/4" i'-0" A-3 GAL. PIPE BASE SECURE PROPOSED ADDITION W/GAL. ANCHORS THRu CASSI MATIS RESIDENCE „''` '.... BLUESTONE INTO CONC. FOUNDATION. 4355 PEQUASH AVENUE CUTCHOGUE 112" BLUESTONE TOP 4 , NY Eo�Rcf/, Vii': N CERTAINTEED CULTURED NEP F�' - _� j////%//%////j�//�/j�///i\�/j//\�//�//�/ STONE VENEER Q�PNsp GRADE . \%\\i n. 0 a IR • ° • 10" POURED CONC. . OF N ¢: ON FOUNDATION WALL TO 39, A. BELOW GRADE DATE : 2/7/20 COMPACT FiLL SCALE: AS NOTED JOB N0: R1903 TITLE : ELEVATIONS SECTION 2 SCALE: 3/4" = 1'-0n t.;a... .:.,?. •1..11.x. J w:. REV. N 0: ATE 'REMARKS °: 12 DIA LOUVER W1 INSECT SCREEN X Hill I II IT II III Hill III III IT 11 11 11 111 11T11 III LUL LILL \k::.. _ :G cil _ . N z z C=(- q - — to >= `moo o o o � o �Q � o LV Z ��o a o oCD _� Cl) C o EAST ELEVATION NORTH ELEVATION 02 3: SCALE: 1/4" = V-m" SCALE: 1/4" = V-0an Cl) " o Cl)(l) LC) 1- M ,,&q. . i V \3:a v , Bldg Dept 000y from ZBA Final reviev--d do ents ZBA File #-7 Date: a .. k. „..., HIM I Robert A Stephenson Architect 'a PLIC I Lj 41 Shaw Avenue - Babylon, New York 11702 Rob@rastephenson.com 516-607-5000 PROPOSED ADDITION �' CASSIMATIS RESIDENCE ° 4355 PEQUASH AVENUE CUTCHOGUE, NY 0 0 moo oao�o aQ oa��o d p c= �r r�E\Nl WEST ELEVATION SOUTH ELEVATION DATE SCALE: AS AS NOT NOTED d0 = V-0" SCALE: 1/4" = ��-0" JOB NO: R1903 SCALE: 1/4" TITLE : ELEVATIONS r Generated by REScheck-Web Software N/", Compliance Certificate Project Cassirrlatis Energy Code: 2018 IECC Location: Cutchogue; New York Construction Type: Single-family Project Type; Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4355 Pequash Ave John Cassimatis Robert Stephenson Cutchogue,New York 4355 Pequash Ave Robert A Stephenson Architect Cutchogue, New York PLLC 41 Shaw Ave Babylon, New York 11702 5166075000 rob@rastephens6n..com Compliance: 10.7%Better Than Code Maximum UA: 103 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.21 The%Better or worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies eter Ceiling:Flat Ceiling or Scissor'Truss 678 30.0 30.0 0.017 12 Wall:Wood Frame,16"o.c. 861 15.0 3.0 0.061 45 Door:Glass Door(over 50%glazing) 21 0.270 6 SHGC:0.21 Window:Wood Frame 107 0.270 29 SHGC:0.21 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 has been 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. Name-Title Signature Date Project Title:Cassimatis Report date: 02/23/21 Data filename: Page 1 of 1 �06kd J t 1 +-tip a Blower door APPROVED AS NOTED and ductwork DATE: B.P.# 7 testing required. FEE:: r B`, NOTIFY BUILDING : : 4RTMENT AT 765-1802 ' 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED Must provide Manuals FOR POURED CONCRETE ,D, J and S as per 2. ROUGH - FRAMING & PLUMBING NYS Energy Code 3. INSULATION 4. FINAL - CONSTRI "' N MUST BE COMPLETE �- 0. ALL CONSTRUCTI:;N ;,ALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CER TJFI.CATION ON LEAD CONTENT BEFORE COMPLY WITH ALL CODES OF CERTIFICATEOFOCCUPAN;; NEW YORK STATE & TOWN CODES SOLDER USED IN WATT- AS REQUIAND CONDITIONS OF SUPPLY SYSTEM C�`^'^ SOUTHOLD TOWN ZBA EXCEED 2/10 r SO .' RD SGF0 t SEES All exterior lighting N. . ,DEC installed,replaced or repaired shall conform to Chapter 172 OCCUPANCY OR of the Town Code USE' IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY L {N L PLUMBING WASTE ATER LINES NEED ELECTRICAL ItG.I3EFORE COVERING iNSPECTION REQUIRED ' ,�,'-_ - ABBREVIATIONS :.,__... ,:€' _ I .:{ , ._ I �y _ ,�•'., I''�'- i_ I �,_- : I ,; I' -,_,'}~ _r DEMOLITION NOTES � k �' �E m'�� x� 'pAT Esc, ,. - _ \v, _ - _ _ _ _ R CsLAZED ;I Compliance Certificate� A.B. ANCHOR BOLT CsL. CsLASS O ALL DEMOL i T I ON / GO .; I; - , NST U R CTION DEBRIS TO BE REMOVED A•C. AiR CONDitfONINCa GYP. GYPSUM FROM THE PREMISES AND DISPOSED OF iN ACCORDANCE WiTH ADJ_ ADJUSTABLE H_V.A_C_ HEATING VENTILATION ANDT�lE REQUIREMENTS OF THE TOWN OF OYSTE AY PLAN 4•F=.F=° ABOVE FINISHED F=LOOR AiR GONDitfONINS PROVIDE 4" TRENGH FOR APPROX. APPROXIMATELY HST. HE IGI-IT Project Cassimatis Residence CONSTRUCTION NOTES BALES 4 AGK FILL SOIL, .4PP'D APPROVED I.D. INSIDE DIAMETER AGAINST BAL€e Energy Code: 2015 IECC A5PH. ASPHALT INSUL_ INSULATION Location: Cutchogue, New York AC. T. ACOUSTIC TILE INV. INVERT ALL CONSTRUCTION TO CONF=ORM TO NEW PORK STATE, LOCAL . :. Construction Type. Ingle-family AL. ALUMINUM JAN. JANITOR CODES AND NEW YORK ENERGY' CONSERVATION CONSTRUCTION Project Type: clition BD. BOARD LAV_ LAVATORY CODE REQUIREMENTS. Climate Zane: 4 572 HDD} BLK'G BLOC;<NCs M.E. MECHANICAL EQUIPMENT ` Permit mate' CAB CABINET MFR_ MANUFACTURER ALL ELECTRICAL IS TO CONFORM TO N.E_C. AND FIRE UNDERWRITERS Permit Number: C_B_ CATCH BASiN CODE. MTL_ METAL Construction Site: Owner/A nt: Designer/Contractor: GEM. GEMENT M.O. MASONRY OPENING CONCRETE STRENCsTI-� 3msa(1) � PROVIDE 2 STAKES FOR EACH 4355 Pequash aye C.i. CAST IRON M.T. MEN'S TOILET LBS 28 DAYS (GARAGE. 3,500 LBS). IS.- BALE 2 X 2 X 31 cutchpgue, NY ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOiL. ii ii C_T. CERAMIC TILE N.I.G. NOT IN CONTRACT • GL. CLOSET No. NUMBER MiN. 2 TON/ S.F. BEARING CAPACITY. CENTERLINE � 017. OUTSIDE DIAMETER COL_,... � �:..�� .......� s�:.:a� ��.:.\��...a��:: Q:>••.� �O ,�..::. �::.� �:\ `��, �\'.�.� ..... ��.,.., � � .�:\ �.:':a ,.:� �-,.,� ��.\ a L COLUMN OP NC$ OPENiNC� ALL STRUCTURAL LUMBER TO BE E=l,6+a0.00 Fb=1,450 UNLESS OTNE Camp€I;nce: 0.030 8stter Than Cnde Ria Intum 11A: IDS Your TDA: lab Maximum SHGC: 0.40 Your SHCC: 0.21 WISE NOTED. SS OR 1 GRADE ) R SECTION CLCs• GEiLINCz -LAST. PLASTI=R " The°�lletfi�=ar 4Narse Than Cade Index re(Iects ry close to c pfixnce the use Is based on code trade-off rules. ALL LVL HEADERS TO BE F=b = 2 e 50 = 2.0 It Dpi 5 Nor�ravide an estimate of energy use east relative t a m€nlmum-code home, CONC. CONCRETE P.H. PENTHOUSE uxI!: CONT. CONTINUOUS FOL. FL. POLISHED PLATE C=LASS c.s. cAST =TONE DOUBLE JOISTS AROUND ALL OPENiNGS AND UNDER PARTITIONS STRAW BALE BARRIER DETAIL " '° '� C.J. CONTROL JOINT REQ'D REQUIRED RUNNi C� ARA TO THE OF THE JOISTS- STRAW PARALLEL E R .A .. ` DET. DETAIL R.D. ROOF DRAiN • - PROVIDE STEPFAS . N.fi_° FLASHING AS REQUIRED SCALE - .® _R._ DRAWING REVISION -:., ,: > REV �. D W'G D Ceiling 1: Flat Ceiling r Scissor Truss 678 30.0 30.0 0.017 12 D IA. D IAMETER RM- ROOM WRITTEN DIMENSION TAKE PRECEDENCE OVER SCALE. Wall 1:Wood Fram , 16"o.c. 861 15.0 3.0 0.061 45 DIM. DIMENSION S_S_ SLOP SINK DEM_ DEMISING= S.G. SELF= CLOSING ' THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY/ EROSION AND SEDIMENT_ CONTROL NOTES Window 1: Wood rame:Double Pane with Low-E 107 0.380 41 OR UNDER THE DIRECTION OF THE UNDERSIC;NED AND TO THE BEST W W .." SHGC: 0.21 E.1.1=.S. EXTERIOR iNSULATiON S.0 UJ. SOLID CORE WOOD 1. CONTRACTOR SHALL BE RESPON516LE FOR COMPLIANCE WITH ALL SEDIMENT AND EROSION CONTROL FINISI-I SYSTEM OF THE UNDERSIGNED'S KNOWLEDGE INF=ORMATION AND BELIE(= MEET Door 1: Solid 21 0.380 8 SPEC_ SPECIFfGATIONS PRACTICES. THE. SED11 iENT AND EROSION CONTROL PRACTICES ARE TO BE INSTALLED PRIOR TO ANY SNCL. ENCLOSURE SUSP. SUSPENDED THE REQUIREMENTS OF= THE NEW YORK STATE ENERGY CONSERVATION `O MAJOR SOiL DIE�TURBANCES, AND MAINTAINED UNTIL PERMANENT PROTECTION i5 ESTABLISHED. Compliance atement: The proposed building design described here is c sistent with the building plans,specifications,and other CONSTRUCTION CODE, calculations.ubmitted with the permit application.The proposed buifding h s been designed to meet the 2015 IECC requirements in ELEV_ ELEVATOR ST. STONE 2, ALL TOPSOIL NOT TO BE USED FOR FINAL GRADING SHALL BE REMOVED FROM THE 51TE IMMEDIATELY fEDiATELY AND REScheck ersion 4.6.5 and to comply with the mandatory requirements list in the REScheck Inspection Checklist. EL. ELEVATION SPR. SPRINKLER THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION W " PLACED IN A STABILIZED STOCKPILE OR FILL AREA. ALL TOPSOIL REQUIRED FOR FINAL GRADING AND 0 W STORED ON SITE SHALL BE LIMED, FERTILIZED, TEMPORARILY SEEDED AND MULCHED WITHIN 14 DAYS. E.M.R. ELEVATOR MACHINE ROOM St. GTL_ STAINES== STEEL MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR s Name- itie Signature Date ELECTRIC WATER COOLER S.S.D. SEE STRUCTURAL DRAWINGS FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WiTH THE �. 3. ANY DISTURBED AREAS THAT WiLL BE LEFT EXPOSED MORE THAN 21 DAYS AND NOT SUBJECT TO EXP. BT. EXPANSION BOLT S.M.D. SEE MECHANICAL DRAWINGS WORK. THESE ARE NO WARRANTIES, NOR USE EXPRESSED OR IMPLIED CONSTRUCTION TRAFFIC, SHALL BE PROTECTED FROM EROSION 5Y IMMEDIATELY RECEIVE TEMPORARY FL. FLOOR TH_ THICK IN THE USE OF THESE PLANS. SEED ING. MULCI.4 SHALL BE USED IF THE SEASON PREVENTS THE ESTABL ISHMENT 01= TEMPORARY COVER. A W <.� F.D. FLOOR DRAIN tYP. TYPICAL DISTURBED AREAS SHALL BE LIMED AND F=ERTILIZED PRIOR TO TEMPORARY SEEDING. ...: 4_ ALL D15TUR5FD AREAS SHALL BF WETTED AS NEGE58ARY TO PROVIDE DUST CONTROL. rIN. FINISH T.L.L. TENANT LEASE LINE ' DESIGN LOADING ARE AS F=OLLOWS PER SQ. F=T: A FP. FfREPROOF VENT_ VENTILATOR LOCATION LEVE DEAD DEFLECT. LIMIT F NDN. F=OUNDATION V.I.F=. VERIFY IN F=IELD =k: 1 ST. F=LOOR 40 LB lm LB. L/3�0 LU S. THE CONTRACTOR SHALL KEEP THE ROADWAYS WITHIN THE PROJECT CLEAR OF SOiL AND DEBRIS AND IS 2 ND. F=LOOR 30 LB 10 LB L/360 RESPONSIBLE FOR ANY STREET CLEANING NECESSARY DURING THE COURSE OF THE PROJECT. 1=TCs_ FOOTING WP. WATERPROOF ATTiC (STORAGE) 20 L8 lm LB L/3�m GA. GAUGE WD_ WOOD A. ROOF= 45 LB 10 LB L/240 6. SEDIMENT AND EROSION CONTROL STRUCTURES SHALL BE REMOVED AND THE AREA 5TA5ILiZED WHEN THE W W.T. WOMEN'S TOILET DRAINAGE AREA HAS BEEN PROPERLY STABILIZED BY PERMANENT MEASURES. W.C. WATER CLOSET ' ALL HEADERS FOR WiNDOW AND DOOR OPENING, UNLESS OTH€RWISE " SYMBOLS NOTED ON THE PLANS, SHALL BE AS FOLLOWS : o ` 7_ ALL SEDIMENT AND FROSION CONTROL MEASURE=S SHALL BE INSTALLED IN ACCORDANCE WITH CURRENT W EDITION OF "NY STATE STANDARDS AND SPECIE=(CATIONS FOR EROSION AND SEDIMENT CONTROL MANUAL". SIZE MAX. SPAN . :. (2) 2x�'S ON EpG)= 4'-6" 0 8. STRAW BALES SHOWN ARE TO BE USED AS TEMPORARY SEDIMENT BARRIERS. STRAW BALES TO BE F=11zM Project Title: Cassimatis Residence Report date: 02/02/20 // /�\//�\/ EARTH HiDDEN LINE C2) 2x8'S ON EDGE �'-m" AND SECURELY TIED WITH PLASTIC OR WiRE BINDING-cS_ BALES ARE To BE PLACED TOUCHING AND FiRMLY (2) 2x10 S ON EDGE Y ANCHORED TO 'CHF G=ROUND WITH STEEL DRfF=t PINS OR STAKES AS SHOWN_ Data filename: D:1Rab MLD5 fold erlQWGS1RfJB\Cassimatis JohniCASSIMATISICASS(MATiS.rck Page 1 of I GRAVEL CENTERLINE C2) 2x12'S ON EDGE C -fZ�" CO to Y/ <` CONCRETE SHOULD THE CONTRACTOR DISCOVER ANY CONDITIONS TO BE 0< co >. PROJECTION ABV PLAN • DIF=F=ERENT iN THE F=IELD THAN SHOWN ON THESE CONSTRUCTION W.* 12" 12 COLUMN LiNE DOCUMENTS, THE ARCHITECT SHOULD BE NOTIF=IED IMMEDIATELY CONCRETE aLOCK PRiOR TO THE CONTINUATION OF ANY CONSTRUCTION. BRICK +00) EXISTINCz ELEVATION RONYS TABLE 8301 .2( 1 ) CLIMATIC GEOGRAFtIIC DESIGN CRIi ER(�"l s1zE AND CUT PLYWOOD Al"i - FOR EACH WiNDOW 4 �. �+ F=iNISHED WOOD NEW ELEVATION GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTLK ICE SHIELD FLOOD DRILL HOLES FOR INDEX OF DRAWINGS SNOW (SPEED IN DESIGN DESIGN UNDERLAYMENT HAZARDS �+ SCREWS a 12" O.G. MAX LOAD MPH) WE FROST LINE TERMITE DECAY TEMP. REQUIRED = ROUGH WOOD CATEGORY �+ REVISION DESIGNATfON :. ING DEPTH PLYWOOD PANELS AND 1 A-1 GENERAL INF=ORMATION / SITE PLAN �., SCREWS TO BE STORED " MOD. TO SLIGHT TO PLYWOOD A-2 DEMOLITION / CONSTRUCTION PLANS EF5f: 110 C SEVERE 3'-0" MODERATE I I DEG. YES N/A ON SITE AND LABELED A-3 SECTIONS HEAVY FOR EACH LOCATION_ O WiNDOW DESI(2NATION A-4 ELEVATIONS RIGID INSULATION ;.. WIND BORNE DEBRIS PROTECTION: O DOOR DESfGNATION ALL WINDOWS AND GLASS DOORS TO BE PROVIDED WITH A Yz" PLYWOOD BLANKET INSULATION PANEL PRECUT TO COVER THE GLAZED O SMOKE DETECTOR OPENING WiTH ATTACHMENT HARDWARE PROVIDED. PRE-DRILL HOLES FOR CARBON MONOXIDE . .. . THE 2-1/2" # 6 SCREWS WHICH ARE TO TYPICAL ROOF /OILING FRAMiNG O DETECTOR DOUBLE TOP PLATE BE AT 12 O.G. AROUND THE PERIMETER. (((4ryryry(ryry4""7777,,II I((Ifyy �rynrl OPENING PROTECTION DETAIL CRIPPLE — — -_ -- DS SCALE: 1/4" = 1'-0" _ --HEADER CONNECTORS "i rEC:N THSHBUsd: every other nail holeREQUIRED(TYP.) TH in s row to provide the N3=ADR/ i H8 CONNECTORS • node-required minimum END JACK STUDS REQUIRED(TYP.) *" center-to-center LENGTH p spacing for nails "12' MIN, FULL LENCiTI-4 i; 7 FULL LENGTH / KING Robert '� r NO UPLIFT STUDS WALL 5TUD5 CONNIFECTOR `r REQUIRED j H8 CONNECTORS ' ;• CLEAR ;I REQUIRED(TYPJ Stephenson SPAN i H8 h5 II _ NOTE: Architect UPJ [F-7 CONNECTION IS REQUIRED AT EACH END OF HEADER AND 1 i — Simpson Strong-Tie 7�_ AT BOTTOM OF HEADER STUDS IN ADDITION To CONNECTORS A7 N END LSTA WALL STUDS AND At TOP AND BOTTOM OF CRIPPLES �. PLLC Provide minimum LENGTH / C at each rafter �II - N8 HEADER / STUD CONNECTORS ANIS A35 CRIPPLE STUD fU 50 SQ- PT_ end distance 12' MIN. 11 I� l fIL!1 CONNECTORS BY SIMPSON STRONG TIE OR EQUAL IN LIEU OF 1-1/4" W 20 \�o �c � -CONE) ®�I� PL� Equal number of 11'i l o aA.GALV.STEEL STRAPPINCs AS PER PRESCRIPTIVE ME7HOD TABLE0. I V a 3.5 - I995 WFCM. 41 Shaw Avenue specified Halls J a 61m eon Stron -T1e o 1n each end J p g i Golled Strap 1-1/4' 20ga °. �p Babylon New York 11702 - BC eon Stron rie Rob@rastephenson.com each stud �,, �,�,�., dL ° BCS-2/4 9 TYPICAL FRAMING AND �. UPLIFT CONNECTIONS FOR OPENINGS 516-607-5000 Simpson Strong-Tie ID`I` p � r� 42Y , } ' Wall to Wall Strapping Roof Ridge Strapping 2X4 CONTINUOUS 32Y LATERAL BRACE l AT6' Oc. PROPOSED ADDITION ' J0 LSTA18 CS16 _ ,.T ` CA CASSIMATIS RESIDENCE ::. . MTS16 —� f . " 2-1md NAILS 111 111 4355 PEQUASH AVENUE �• Simpson Strong-Tie .\` G c'1 CUTCH Simpson Strong-tie HU3B 1 TRUSS OR CEILIN - - - � \ OGUE, NY LSTAiS or MT6I6 or CS16 / ,\�` JOISTUA -} m at each stud r ,�"�,... o illi o � `\ ® �\\� '�� I ��'�C'.D/-i�n�. � GABLE END TRUSS i ., - �� I Simpson Stron -Tie ' fi� `•�'. r ;i41 ABA44 g \1 . 21 SQ- FT. iReT FLRCIA l; >� ,`\ •' _ � i I III'I �• --�--I � 1�,\ / I w'« AT 10'O' O.C. ��;:; \�\;' � ' �!/ (III Simpson Strong-Tie 1 ' ) ♦4 \l�::��' l' �.— �� f T f O>\l , ,�_�, LTP4 He at each rafter 2"X 4" BLOCK NAILED �': �'�""C - \ ti ~ TO EACH BRAGS WITH Simpson Strong-Tial 1 LtF'4 Plate Connectors LTP4 \ -, ° �� 4.10d NAILS ;" l at 16 oz. 1 _r J �U DATE : 2/7/20 :>.. . 3TP5UM BOARD '� AV SCALE: AS NOTED - Hold Down 8d COOLER NAILS W JOB N0: R1903 Simpson Strong-Tie Rafter/Ceiling Joists Simpson Strong-Tie A- ,' O.C. 20 GAUGE ST £NDWALL STUDS N TITLE GENERAL INFORMATION Stud to Band Joist Connection Strapping Solid Post Connections 10-$D NAIL SITE PLAN TYPICAL CEILING BRACING GABLE ENDWALL DETAIL SCALE : 1° = 20'-0" :.::.::... HURRICANE CLIP DETAILS SEC: 131 BLK: 2 LOT: 15 ....� SCALE- N.T.S. � _. ; y: SIM REV. N0: s SATE a:PEMA,IRKs >% CHANGED SPACE DESIGNATIONS ON 32'-Ij" 1 8/25/20 FIRST FLOOR L L21-011 9 -0j" "ANDERSEN" TW3m46 "ANDERSEN" TW2m21m "ANDERSEN" TW3046 3 1x4 a W/ 2-2x8 2 -1 x3 1 W/ 2-2x8 3 -1 x4 8 W/ 2-2x8 II i �� i �� i �� i II II 101 - - - < :. HDR HDR HDR 7772 3D Q x �0 BATH I _' - _� � N UP Z � N x II o� II N x �' z � - W = fjo N W = N m N ]L/ _ O tu X (k BEDROOMco co 4 2'-6"x 6 -8 2'-6 I x BEDROOM 4 O BASEMENT 6'-8" 6'-8" 00 2' "x DN 2'_6"x 00 6 -8 � 0 — — — — �— — — — — —� — — — — N .x: 0 x m N N II z � if PROVIDE RUBBER MEMBRANE � Z � AGAINST EXISTING WOOD �w BEDROOM II ( 6l BEDROOM W= 1 1 FRAMING AND 1/2 PROTECTION N �, \p W BOARD Wtu It I� Uj N x C,4 x a x Ix W Uj 0 - - - - - = s _ sl..aB oral �Raol= (2) "ANDERSEN" (2) "ANDERSEN" . — TW3046 3'-1"x4'-8" TW3 m46 3'-1"x4'-8" N >" 0 2" RIGID INS. R-lm W/ 2-2x12 HDR W/ 2-2x12 HDR 2'-(d" DOWN N BASEMENT PLAN SCALE: 114" 1'-0" SECOND FLOOR cl) Cy -t -1 SCALE: 1/4" _ 1'-m" W e W Q L PARTITION LEGEND ~ cg PC EXISTINCx PARTITION t0 REMAIN �. v � v DN IDN C EXISTING PARTITION TO BE REMOVED NEW PARTITION SIZED AS PER PLAN 4 >� /may DET 2 '> A-3 1 •. ,. , O O O O , OHALF I OGOO , OH 1 AL —_ o L — _ _ j o L — DINING ROOM ■ ATH DINING ROOM ATH OO OO KITCHEN 100 KITCHEN O BATH BEDROOM BATH HOME 1 o� o� OFFICE z Robert A Stephenson O, ? 3'-m" Arch itect `T I BEDROOM r O � u PLLC ^' LIVINGROOM I I LIVINGROOM FAMILY ROOM 41 Shaw Avenue BEDROOM I It= KIDS PLAYROOM Babylon, New York 11702 Rob@rastephenson.com CLOSE UP OPENING 516-607-5000 : . __1 Zl—\ TO MATCH EXIST �� CONSTRUCTION UP PROPOSED ADDITION — — CASSIMATIS RESIDENCE - "ANDERSEN" TW3m46 4355 PEQUASH AVENUE 7. e Q 3'-1"x4'-8" W/ 2-2x8 CUTCHOGUE, NY cq 3 - IE ,a x V-8,, W/W. Pc F L------J p = 12" SIDE LfTES Q FIRST FLOOR DEMOLITION FIRST FLOOR 2 x C)N x v - SCALE: 1/411 C 11—/7111 SCALE: 1/4" = 1'-0" N L(PJ N 1 SQL// 8 DECORATIVE \ r� t. tea`' 4'_41 "F1'PON" COLUMNS W/ J � -11_111 BTL COL AW DATE 2/7/20 SCALE: AS NOTED JOB NO: R1903 TITLE : DEMOLITION PLANS :, .. Table 3.1 Nailing Scheolule . : EM .:Jl�l0 AT�a >�1V1[AR Joint Description Number of Nails Nail Spacing %V' ° ROOF FRAMING :n Rafter to Top Plate (Toe-nailed) (3) Sd Gom. Per Ra iter Ceiling Joist to Top Plate (Toe-nailed) (3) ad Com. Per Joist Gelling Joist to Parallel Rafter (Face-nailed) (6) 16d Com. Each Lap Ceiling Joist Laps over Partitions (Face-nailed) (6) 16d Com. Each Lap Collar Tie to Rafter (Face-nailed) (3) 10d•Com. Per Tie CONT. RiDGE VENT ` Blocking to Rafter (Toe-nailed) (2) ad Each End Rim Board to Rafter (End-nailed) (2) 16d Each End 2x10 RIDGE WALL FRAMING s Top Plate to Top Plate (Face-nailed) (2) 16d Per Foot 12 "' Top Plate at Intersections (Face-nailed) (4) 16d Joists-each side :� 235 LB ASPHALT ROOFING : . Stud to Stud (Face Nailed) (2) 16d 24" o.c. (oSHINGLES Header to Header (Face-nailed) 16d 16"o.c. along edges Fl� 30 LB FELT PAPER Top or Bottom Plate to Stud (End-nailed) (2) 16d per 2"x 4" stud — — — — C3) 16d per 2"x 6" stud PLYWOOD SHEATHING - (4) 16d per 2"x 8 stud 2x4 COLLARTIES 48" O.C. 2x8 ROOF RAFTERS 16" O.C. Bottom Plate to Floor Joist, Band Joist or Blocking (face nailed) (2) 1(ocd ' ' Per Foot FLOOR FRAMING ICE BARRIER x` SELF-ADHERING POLYMER Joist to Sill, Top Plate or Girder (Toe-nailed) (4) Sd Per Joist Bridling to Joist (Toe-nailed) (2) 8d Each End MODIFIED BITUMEN SHEET 2' Blockking to Joist (Toe-nailed) (2) ad Each End PAST WALL Blocking to Sill or Top Plate (Toe-nailed) (3) 16d Each Block Ledger Strip to Beam (Face-nailed) (3) 16d Each Joist lx(o FASCIA BOARD Joist on Ledger to Beam (Toe-nailed) (3) ad Per Joist VBand Joist to Joist (End-nailed) (3) 16d Per Joist 2 LAYERS 9" iNS. R-30 <. Band Joist to 5111 or Top Plate (Toe-nailed) (2) 16d Per Foot II 1 LAYER " GYP. BD. GUTTERS 4 LEADERS ROOF SHEATHING V. TOMATCH 2x8 CEILING JOISTS Structural Panels Sd-4' Edge 6" Edge/6" Field EXIST " CONTINUOUS SOFFIT VENT Diagonal Board Sheathing ad Inter. 6" Ed e/12" Field 16 O.C. W 1"x 6" or "x 8" (2) ad Per upport UJ 1"x 10" or wider (3) ad Per Support CEILING SHEATHING - 0 ZZ Gypsum Wall board 5d coolers -f" Edge/10" Field Q WALL SHEATHING — 2x4 STUDS e 16" O.C. W/ N., L�L Structural Panels ad 6" Ed e/12" Field PLYWOOD SHEATHING, HOUSE r� g it-1/8" WOOD i JOISTS e 1211 .� Fiberboard Panels O.C. SISTER TO EXIST WRAP, VINYL SIDING x/16" 6d 3" Edge/6" Field 25/32" ad 3" Edge/6" Field CEILING JOIST Gypsum Wallboard 56 coolers "I" Edgge/10" Field ::.. Hardboard ad 6" Ecrge/12" Field " PLYWOOp SHEATHING W Particle Board Panels ad 6" Edge/12" Field Diagonal Board Sheathin� 1"x 6" or "x 8" (2) ad Per Support "" 1x 10or wider (3) ad Per Support ,fes FLOOR SHEATHING cn OStructural Panels w_ 1" or less ad 6" Edge/12" Field .: reater than 1" 10d 6" Edge/6" Field Diagonal Boardheathin PROVIDE 1 LAYER 5/8" GYP aY i"x 6" or�"x 8" (2) ad Per Support BD OVER EXISTING CEILING am Cn LO Lo 1"x 10" or wider (3) ad Per Support MATERIAL TYP. ENTIRE HOUSE © �■. §' Y...' ' cg Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. EXISTING PARTITIONS TO . .: If wall sheathing is nailed 3" on-center at the panel edge REMAIN W/ NEW VINYL SIDING . . to obtain higher shear capabilities, nailing requirements for structural members shall be doubled, ADDED V U or alternate connectors, such as shear plates, shall be used to maintain load path. PROVIDE A 3/4" BOARD ON EXIST = When wall sheathin is continuous over connected members, the tabulated number of nails TOP OF EXIST SILL TO HOUSE `�' g SEPARATE NEW JOIST FROM 'r shall be permitted to be reduced to 1-16 d nail per foot. EXiST CLG PRECAST CULTURED STONE TOP CAP I 2 x 8 RIDGE NEW "ELDURATO" OR EQUAL 2x6 ROOF RAFTERS 16° O.C. CULTURED STONE AT BASE 235 LB ASPHALT SHINGLES 11. 15 LB ROOFING FELT EXIST 3-2x8 HEADER GRADE N 1/2" PLYWOOD SHEATHING TO REMAIN 1/2" PLYWOOD COLLARTIES E VAULT FRAMING MEMBERS m 12 16" O.G. 2x6 FRAMING MEMBERS F Wo1O.G. FOR TRIM BOARDS EXIST _ 2- 2x8 HEADER HOUSE EXIST. HOUSE EXISTING .; PLATE HT. 21i2" x 2//211 DECORATIVE FOUNDATION TRIM - "FYPON" OR WOOD Robert A 1 x 4 t I x 8 TRIM BOARDS Stephenson "FYPON" OR WOOD VENTING VINYL SOFFIT Architect PLLC 8" DIA. COLUMNS "FYPON" W/GAL. STEEL PIPE < HIGH 41 Shaw Avenue _ DENSITY POLYMER COL. ENCLOSURE Babylon, New York 11702 Rob@rastephenson.com t 516-607-5000 vet SECTION , SCALE: 3/411 - 1'-m" A-3 GAL. PIPE BASE SECURE PROPOSED ADDITION ar" W/GAL, ANCHORS THRU aLUEstoNE INTO CONC. CASSIMATIS RESIDENCE FOUNDATION. 4355 PEQUASH AVENUE CUTCHOGUE NY 11/2" 15LUESTONE TOP 717-14 —77777777 - ° STEPS ° •. t- CERTAINTEED CULTURED f,1/ v , 'A //%//%//% \ °• `' STONE VENEER GRADE l,. Kx 10" POURED CONC. _- ''l'° ♦". FOUNDATION WALL TO 36" BELOW GRADE DATE . 2/7/20 COMPACT FILL SCALE: AS NOTED JOB N0: R1903 TITLE ELEVATIONS SECTION ........:.. II 11_011 A_3 .:ij •' ;: `� SCALE= 3�a r REV. N0 �' DATE hEMARKS .:: 5N INA:` s 12" DIA LOUVER W/ INSECT SCREEN 11 11 IT 1 11111 1111 1111 111 11 1 11 11 11 11 11 H 11 11 11 1111 Hill Hill 11 1 11 1 1 ETID .f LU W O O D z ® w c� Uj EAST ELEVATION NORTH ELEVATION 0 . 0. 1 -011 SCALE: 114 1 SCALE: 1/411 W ® N U) a- jx M v t IIT III Mx �y t k Robert A 5 Stephenson x` JIJUL JLILIArchitect ; PLLC Lo; IMF 41 Shaw Avenue �r; Babylon, New York 11702 Rob@rastephenson.com lk 516-607-5000 4, PROPOSED ADDITION CASSIMATIS RESIDENCE 0 4355 PEQUASH AVENUE CUTCHOGUE, NY 0 0 000 CZ) n,�`: o t, DATE : 2/7/20 WEST ELEVATION SOUTH ELEVATION SCALE: AS NOTED 'Ri` SC,4L 114" = l'-0" SCALE: 1%�� = 1 -011 JOB N0: R1903 TITLE : ELEVATIONS