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Home My WebLink About41297-Z ��O�gUFFOIp-CQG� Town of Southold 10/30/2018 a P.O.Box 1179 53095 Main Rd �A p`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40007 Date: 10/30/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 265 Orchard Ln-,Southold SCTM#: 473889 Sec/Block/Lot: 89.-2-5.1 Subdivision: , Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/9/2015 pursuant to which Building Permit No. 41297 dated 1/19/2017 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: alterations and additions, including covered porch and deck, to an existing one family dwelling as applied for. The certificate is issued to Coritsidis,George&Debra of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41297 12/12/2017 PLUMBERS CERTIFICATION DATED 1/5/2018 ephen F' t d Signature 1 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#: 41297 Date: 1/19/2017 Permission is hereby granted to: Coritsidis, George 1800 Cedar Beach Rd Southold, NY 11971 To: Additions and Alterations to existing single family dwelling as applied for per DEC and Trustees approval with flood permit. At premises located at: 265 Orchard Ln.,Southold SCTM # 473889 Sec/Block/Lot# 89.-2-5.1 Pursuant to application dated 1/11/2017 and approved by the Building Inspector. To expire on 7/21/2018. Fees: Flood Pennit $100.00 CO - ION T W G $50.00 SINGLE FAMILY DWELLING - DITION OR RATIO $443.60 Tot 1: $593.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. / ;)- / /S New Construction: Old or Pre-existing Building: t/ (check one) Location of Property: 0 D C�_, C4,1 A 4,-Ci. '—1 SO 'L.o pl House No. \ Street Hamlet &Owner or Owners of Property: �ZOt 2 _4brc, (2b(2; / S Suffolk County Tax Map No 1000, Section g9 Block a� Lot a S Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final CerEificate: (check one) Fee Submitted: $ 6V (� Applicant Signature Delp ra, — 00 -Ell—70 8 patz wl%in C/o 'is rem �� pF SO(/r�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(D-town.southold.nV.us Southold,NY 11971-0959 COUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Corltsldis Address: 265 Orchard Lane city,Southold st: New York zip: 11971 Building Permit#: 41297 Section: 89 Block: 2 Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Doumas & Sons Electric License No: 4918-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 71 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 13 Smoke Detectors 4. Main Panel A/C Condenser Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt30A Emergency Fixture Time Clocks Disconnect Switches 51 Twist Lock Exit Fixtures �] TVSS Other Equipment: 2- Combination Smoke/CO Detectors, 6- Paddle Fans, 3- Bath Fans, 15-ARC Fault Circuit Breakers, 4- Combination GFCI - ARC Fault Circuit Breakers, Notes: 1- 200A Auto Transfer Switch. Inspector Signature: Date: December 12, 2017 0-Cert Electrical Compliance Form.xls Zy z", ,mooto Town Hall Annex Telephone(631)765-1802 54375 Main Road cry Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. �02 9 ;7 Owner: _ (Please print) Plumber: (Pleasprint) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. - -- - ------ - ------ = Iumb rs Signature)=-- - Sworn to before me this ! day oflan , 20� D Notary Public, E W County JAN 2 9 2018 F LICE TAGARELLO BUMDINGDEPT. c-State of New York ®��®�i' ® 0�.� 01Thh203350 n Suffolk County u,1 r,r'ires Apr 6,2021 OF SOU - - �A lyo coum, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 'Foo nm 4-YvA v-1 4- pie� @ 1� / DATE tW � INSPECTOR oF soulyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] OUNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6At"" � DATE INSPECTOR �OFSOUI o�y�OUNi'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E ECTRICAL (FINAL) REMARKS: Y 1 A 5V lvvk (D!tjZ 6) taw-4 —Ls R U DATE YID INSPECTOR SOF SOcou Ury o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: r DATE INSPECTOR , SO(/Tyo ��'YOOUMV,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FIN L [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE:RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC ICAL (FINAL) REM ARKS: l l v- . DATE INSPECTOR SOUI�olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR pF SOUTyo� TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) rk] ELECTRICAL (FINAL) REMARKS: DATE l l INSPECTOR i oF soulyolo courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: kyy4ts comiollmdee- CADQ111., A/ Q� nK 4.,e- 0 DATE INSPECTOR - APPLICANT S C.T M # 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) W. bOSUFFq1r� NAME Wl �J�D�°''^'"— Section Block Lot5TORMWATER - DRAINAGE &315'116 160 Date: `D d$ Via! INSPECTION REPORT FORM Signature Tel ph N-1 COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA DESCRIPTION OF SITE WORK TO BE COMPLETED YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls �0 b. Limits of Clearing&Area of Proposed Land Disturbance. c. Condition of Stockpiled Soils. d. Verification of Size&Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging f. Driveway Installation within the Town ROW-Highway Specifications -® � � C g. Final Site Grading-Effect on Adjacent Property h. Inspection of Gutter&Leader System-Drainage Piping 1. Instalation of proposed Swimming Pool and discharge ring j. Inspection of Construction Entrance/Staging Area(s). k. Location of proposed concrete washout area(s). 000 A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage installations . �k OPTION*- 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of New York. OPTION,*.2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage piping. OPTION*:3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department. OPTION*: 1. OPTION*:2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: ****FOR ENGINEER DIEPART SE ONLY**** Additional Work is Required for App Reviewed& SMCP Installation is Not Complete. ( ,D d� XJ l5 Approved By: — — — — — — — — — — — — — — — — — — — — — D Stormwater Management Plan Install i has been Date. d Inspection*: Completed & Approved by the Engineering Deg&tin & 2 8 FORM * SWC spection Report Form-TOS October 2014 BUILDING DEPT. TOWN OF SOUTHOLD t FIELD INSPECTION REPORT I DATE COMMENTS IVA FOUNDATION(IST) Q ------------------------------------ Amq im 0 1V-19 W At , FOUNDATION(2ND) o C ROUGH FRAMING& T64 k r A PLUMBING f aN 1 "ice vowl y Apo PKI/ INSULATION PER N.Y. STATE ENERGY CODE t livst0b. FINAL vn .� -ZAI ADDITIONAL COMMENTS o a �* CD ` z N'm v or, 18 - C6Pc� b-30-�8 t1 naQ Arm uAfijca IV o � z d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT ; Do you have or need the following,before applying`? TOWN HALL Boardofllealth SOUTHOLD, NY 11971 �cts ol'Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Ourvey SonthoIdTown.NorthFork.net PERMIT NO. •Check --,Septic Form IVYSDEC Trustees GC O Application Flood Permit Examined ,2U ` ' �r' , ;{ Single&Separate I f _E�'torm-Water Assessment Form t � DEC — 9 2015 Contact: Approved ` �2( -` __ 11da+Ldsa 1.QiQt S s Disapproved a/c 0u DFPI' I Phone �� S�' ,Sy Expiration 2U I Gi 3 But I _Inspe for ®� " B DI 1'ERMI`I' APPLICATION LICAI ION NOR UI G Date , 20 INSTRUCTIONS a This application MUST be completely filled m by typewriter or in ink and submitte 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 a permit 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 f Every building permit shall expire if the work authorized has not commenced within 12 months alter 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 Therealler,a new peimit shall be required APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described The applicant agrees to comply with all applicable laws,ordinances, building code, housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections (Signature of applicant or name, if a corporation) �® `YIatoAs Lal" � f1176 (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Dw� Name of owner of premises (As on the tax roll or latest deed) If applicant is a 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 �� House Number Street Hamlet County Tax Map No 1000 SectionBlock Lot 3 �' Subdivision l C'' ! �� Filed Map No 0 Lot t 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction a Existing use and occupancy e�$ g / b?. b intended use and occupancy 14?� aryl,/ l'll 3 Nature of work (check which applicable) New Building Addition I/ Alteration >✓ Repair Removal Demolition Other Work 1. (Description) 4 Estimated Cost 150, or - Fee (To be paid on filing this application) 5 If dwelling, number of dwelling units I Number,of dwelling?units on each floor If garage, number of cars 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use 7. Dimensions of existing structures, if any Front 731 ,0 Rear '73. Y) Depth 30 ,v? Height 3 I Number of Stories a Dimensions of sa}�e structure with alterations or additions: Front -73 6 Rear 3� Depth 140, (r� l Height 31 Number of Stories 1 1 � I ' {1 6 + 8 Dimensions of entire new construction Front .2 Rear (�` � Depth Height Number of Stories t 9 Size of lot Front / 00 Rear 270 Depth 10 Date of Purchase �2 1� Name of Former Owner ��rn Iii( L ( n 1 1 Zone or use district in which premises are situated / 12 Does proposed construction violate any zoning law, ordinance or regulation? YES NO V/ 13 Will lot be re-graded9 YES NO Will excess fill be removed from premises? YES NOV/ ct �nfs�� 10 l�ta.n`vn s Lam. �31- 71- �o�7 14 Names of Owner-of premises dress i�� t o-!`F 17w Pon �Nf� Name of Architect 0hris�7-'(,P1 C3W,911 AddressP,D,f30X 7YS� W >��Ii<]�4 Name of Contractor Jo hl n Oo ab cS ddress 332q Wjz&yardAV&ne No 5�7-3 �vUsa, Cody t lie, ,,� e, wh ti Y h793 15 a is this property within 100 feet of a tidal wetly�d or a freshwater wetland`? *YESV NO * iF YES, SOUTHOLD TOWN TRUSTEES & D F_, C PERMITS MAY RF REQUiRED b Is this property within 300 feet of a tidal wetland? * YES NO * iF YES, D E C PERMiTS MAY RF 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 restrictions with respect to this property9 * YES NO * iF YES, PROVIDE A COPY STA'L'E 01�NEW YORK) SS COUNTY OFSAX ) r being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the 1-0by (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 ibrth in the application filed therewith Sworn tobefore me tl M6 day of fi �-P 20 /S INALD LEDAN � Notary Public L..Notary Public-state of New York Signature of Appli t N0.01 LE6293930 Qualified in Nassau County My Commission Expires Dec 16,2017 ` SOUTHOLD, NEW YORK I'M --"w"o, Pi Re •' �^.• n a.i. nK.d,.. .m $-... 4l '1.n/P,f;A'1n.b.Y,d'.Z 4,..,.•Z' -. i. s - civ P LiAlzL,;aick"��.d fi-0-4 EL-1-h�''l hLva °.i13 ,,;�::;::: a =BOA"•IZI3�'O =R outift(7I�D'TO?L'N TItLT ES's: a SO�J 'HUL );�1VE� iyrcrrr ; Else L=es v'g{ ,Trin"rt.lit-ta€.�h x:l'aS blodviQs,I)fB'�d`f}r€ fi 'PERMITO: 233 4 ' :1� iiY3l,'s r.�`eJs a ..'i►r �ss-aa"�a�a-:'at:=.i R;tia: r�wI r:rs.�'_'ss'aaaI=.S,.�y i F,[1:i;:t,02 St, � t cirfE4T,>a3(.�r CRI �IS. E ilt•_ ��t"-.yEto siI�p•rSIIScs�0 " Gkd01k.& 0I ,'i,yrL'. ;�f ��t`t9R t}1 � 1iiF t t 0 ry}r e7r'cin s r (19 !t'Asi'a �•',{'ra. ' r �iX•• 4�fir � lis` 'x er+i y:p,. ,,., \' 1 S PROPIERTY A�DD �'S€o1800EDR`BEtACFI[`RD &2Gr UR1.tArNE}` C�U TFiOI�D' z „"grsRt Rsax� xs.Jat•sayr.$,•;PsYa tcs :a:�r;r;;rst-'` - "" SCTM# 1000-89-1-3.&-1000-89-2-5.1E M idPftiti_."t:.a v .x,Jwr yr r Ja J.eaw;".E.i J c t z rt'rr "e tbr,r r � rEfd i< "sY l ri 101-1)HM, '" E(I E`.;a ??;;i1 ts"AT s, 1h -�R3 'Tt 3,n?`J?tsilrTt fi'rV ao�t€14utwa7l [Ii sly tR:tt aaxtr:yJq'PRd:J3 i$r" 'dil 73Et�[I 3a}S 3;E1}it€It}� =E67IE" '� t�UTHORJZA g 2 C�SL;3, -107-ill 3& F-"i!r'J 12"41-,q t7na 1 z`:f`'d it trtr F'. ?tit"_ ja n i pxoyisi�Oins aof Ch t�' 27 5}k o a#t rerT�own•`iGode,o jhex Town i4 f Southold and I] cis" ;� l:u'' 6i !'r ,dytE :.t' ticx R {'fd.91 ` 1 f J t S• '` 3 a�r1 S'' , accor, anc with he Resolution-'o the oard triustees a o' ec�.a the'meetin hell {on a'.16 °218;and'im �tm� trra �=rl{ t r,•t1t �i145 0 $2��0.0)r taie , "`Geon e IeY� a.Corifsrist �ri�' �ili'� ct:to,tlie + * consideration of'application fee in the`s � y or 1,_ J r Terms and Conditions as,stated iii the Resolution,the Southold'-'I�c�`�i�Bjoailc� `I"rush`esTaiioriz` s;at�drj ertrii'ts, the fallowing: y - _y (' p$ gr}} ygg±��{¢p .. . ., f4p'+ y ,g t 9 . y ','•�±.Y^�:.p� y ,f'F�'.k`'f, t� y{ary,p✓p`;.�t,R4 1�,tf•..� 1 . i ,.�.`✓'•'a1Rr. �f_$'gf1110 t h. M .,. fF� d'•i 'a ,8 471/i t.} .7Wt� �9�i is 6' rBvl •��i�V,/ ,'F sISR"�y+«+l Jy J.Ub ;d• ',1�;� }t „ `� ( •�'°r,(}..5,�ai'a' €�f.�s�E_t�.�:7t'1�,; v $i [_to ��'+ _ ,A,.•,'',a_��,-'x€,',. 'u :��.• ,t•,_ ..ro�..,> y�Vetlan'd Pierniit qua "`leYi% Til ' :6&. W,W9Ygritanageinrent''•�Jan eonsis4 n' p P. g= .. +� (' a ` j;,;,1.' r ` installation:of'twp(2)=$'g3''"drgtwel . i t'le. outbwesfern:a 'clanoth'easfenn; 5rners o " ff. N y Y'. i,, - -•; i .• , , ,.. p � .�' +_ tY.,.. .. ,.%f,i `. i-iS='. ,,, the eiQ�P>iin d�v{e/yliin,g7 re=greyei tlieras-buiytf,clrivevVay[aria:installa 254''g3''gray;.el>/French'= -� 'tA�'if�•,i�$i� AlJ °'d t�'F9� $S4 L} Y!D t}�ti i'p)8 r�� i$ .d] �'1'•`1 4 g $$y'��y' S,•.pR�.s"a 1 4t�7{.'1 �f�rT $S r "t 6�i.'�' {�>Tni:•' "��•'• drairi;�remove e�ri`s�ing:loul�ers insta�l�d:.a�'on '��eFwet�and;�ounda °�r"$�'`grad�,'"aq>�;:�af ��- approximate 1,750sq.ft. area and plant with Maish Elder (1v ;frutescernsr}aajae iit-tio, i d p T# a 'ea :Bea�`(�( a Ammso, ,la j,e' ul"to 'arid''a Z wetlnll�lQun 4��s� s xiliR#OR .6bAl $ I�. depicted on the site plan'prepared'by�Suffolk, nvaro��y.�pp•,►�en allr C.'nsu in lnc.,.;datecl l.rt :.t.RJB'rPfT7as.. e�:ua• February 26' 2018, and stamped approved on 1VIay 16,2018;.and thefstorm,wa'innge- $ a ,, plitil prepare-ftiistarIehite0 dated)piAi adryr8_ ;Z;ORSstani�jst 'iY►ped ';aC° ' r ap p r oved,I o if A#p 16,12:018:arc,iryIrr011'b ,i'110 bl ks i101it013 rt;l';.Jft tt'!Gr•ts 3�`,�.-'.i;'I,��.^�•:�1�`rPCE` rid Eliv'r�} ilifidr`l,h� Ell.=.,".?`5d ;"r7c39�L'�i.i mIT 9,11 0) nCld�.'J`,`'l�lad-O*jewils�=<Ia,rEiX t :lE}='l��;A�7r't�Y .��1 ✓ 3R mjtiivi$,l;la`zl, r}iwwx,'$7 ¢33.;"'Nowtak�;"Fg!�a:wt$,:�V+t.Tl3v2 s3i ";};f4.j;��«;;tT#�;>i,{is':t{'Id .?7af£ilr.;:+I ` s1= IN WITNESS WHEREOF;the said Board of Trustees hereby;causes Jts,,Go�rj q`r`ata�Seal'ty bo,of,id ;q and these presents,to be subscribed by a majority of the said Board as'ofthis." . 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O�� (/j�,ol Michael J.Domino,President QF S0Town Hall Annex John M.Bredemeyer III,.Vice-President h 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Aw Southold,New York 11971 Kr A.Nicholas upski �p� Telephone (631) 765-1892 Greg Williams y `\`► Fax(631) 765-6641 0 rf )k 1 BOARD OF TOWN TRUSTEES OCT 7 2018 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE vg+ PUILINS_DEPT. # 1506C Date: September 11, 2018 THIS CERTIFIES that the implementation of a stormwater management plan consisting of the installation of two(2) 8'x3' drywells at the southwestern and northeastern corners of the existing dwelling;re grade the as-built driveway and install a 250'x3' gravel French drain;remove existing boulders installed along the wetland boundary re-grade an approximate 1 750sq ft area and plant with Marsh Elder(Iva frutescens)adjacent to wetland boundary and American Beach grass(Ammophila brevi ug; lata); At 1800 Cedar Beach Rd &265 Orchard Lane, Southold Suffolk County Tax Map#1000-89-2-3 & 1000-89-2-5.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 26,2018 pursuant to which Trustees Wetland Permit#9233 Dated May 16,2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the implementation of a stormwater management plan consisting of the installation of two(2) 8'x3' drywells at the southwestern and northeastern corners of the existing dwelling; re-Fade the as-built driveway and install a 250'x3' gravel French drain;remove existing boulders installed along the wetland boundM,re- agr de an approximate 1 750sq ft. area and plant with Marsh Elder(Iva frutescens)adjacent to wetland boundary and American Beach grass(Ammophila brevigulata). The certificate is issued to GEORGE&DEBRA CORITSIDIS owners of the aforesaid property. Authorized Signature Whom NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row Facility DEC ID 1-4738-03016 s PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DEBRA M CORITSIDIS CORITSIDIS PROPERTY 1800 CEDAR BEACH RD 1800 CEDAR BEACH RDISCTM 1000-89-2-3 & 5.001 SOUTHOLD,NY 11971 SOUTHOLD,NY 11971 Facility Application Contact: JMO ENVIRONMENTAL CONSULTING PO BOX 447 QUOGUE,NY 11959-0447 (631) 653-0607 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facility Principal Reference Point: NYTM-E:, 718.935 NYTM-N: 4545.999 Latitude: 41°02'08.9" Longitude:_ 72°23'43.8". Project Location: 1800 Cedar Beach Road - Watercourse -Dryad's Basin (Cedar Beach Creek) Authorized Activity: Construct additions to existing dwelling. All authorized activities must be in -strict conformance with the attached plans stamped NYSDEC approved on 1/10/17. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03016/00002 New Permit Effective Date: 1/10/2017 Expiration Date: 1/9/2022 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, 11790 -3490 o— Authorized Signature: Date //`l�/ Page 1 of 5 V NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03016 Distribution List JMO ENVIRONMENTAL CONSULTING Marine Habitat Protection LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS r GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof formscshall be used. Wet concrete shall not be poured to displace water within the forms. 4. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 5 Page 2 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'ROW Facility DEC ID 1-4738-03016 7. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 8. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 20 linear feet landward of the tidal wetland boundary. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 11. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation'of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 12. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be_made against the State of New York on account of any such removal or alteration. 13. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 14. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Elizabeth McQuilkin (survey) last revised 12/8/16, stamped NYSDEC approved 1/10/17. Page 3 of 5 v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL_ CONSERVATION 'ROW Facility DEC ID 1-4738-03016 15. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative'is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; Page 4 of 5 Alm v NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION law Facility DEC ID 1-4738-03016 b. failure by the permittee to comply with any terms or conditions of the permit; D c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision' under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 `U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION C FEDERAL EMERGENCY MANAGEMENT AGENCY = E' O. 1660-0008 National Flood Insurance Program IMPORTANT:Follow the ins ruct in on pages 1-9. pl ion Date:July 31,2015 SECTION A-PROPE �NFOR IQI SURANCE COMPANY USE Al. Building Owner's Name Debra and George Coritsidis' Policy Number. ; A2. BuildingStreet Address(including A t.,Unit,Suite,and/or Bldg.No.)or P0.Route and Box No. Company NAIC Number: 1900 Cedar Beach Roadp s ) -' City Southold Statfe,W N OF SOUTHO f�Code 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) SCTM: 1000-89-2-3&5.1 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Residential A5. Latitude/Longitude:Lat.41-0357 Long. 72.3956 Horizontal Datum: ®NAD 1927 ❑NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate Is being used to obtain flood insurance. A7. Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): A9.For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1504.0 sq ft a) Square footage of attached garage 724.8 sq ft b) Number of permanent flood openings in the crawlspace 0 b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ®Yes ❑No d) Engineered flood openings? ❑Yes ❑No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NAP Community Name&Community Number B2.County Name B3.State Town of Southold 360813 Suffolk I NY B4. Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel Effective/ B8.Flood Zone(s) B9.Base Flood Elevation(s)(Zone Revised Date A0,use base flood depth) 36103CO167 H 09/25/2009 AE 6 BID.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑FIS Profile N FIRM ❑Community Determined ❑Other/Source: Bll.Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 N NAVD 1988 ❑Other/Source: B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes N No Designation Date: / / ❑CBRS ❑OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on. ❑Construction Drawings* ❑Building Under Construction* ®Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/A0.Complete Items C2.a-h below according to the budding diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized. National Geodetic Survey Vertical Datum: NGVD29 Indicate elevation datum used for the elevations in items a)through h)below. ❑NGVD 1929 N NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 5 . 4 N feet ❑meters b) Top of the next higher floor 14 4+/- N feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A . ❑feet ❑meters d) Attached garage(top of slab) 5 . 4 N feet ❑meters e) Lowest elevation of machinery or equipment servicing the budding 5 . 6 N feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 5 . 2 N feet ❑meters g) Highest adjacent(finished)grade next to budding(HAG) 12 . 8 N feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 5 . 2 N feet ❑meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification Is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. �Q �t CQ 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code,Section 1001. Co Q0 Gly 'r^ ti s N Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a v ❑Check here if attachments. licensed land surveyor? N Yes ❑No w v;; ,• �'"'� '' Certifier's Name License Number �+ Elizabeth G McQuilkin 050211 Title Company Name �� " t OQ Owner/President Lisa McQuilkin Land Surveying,P.0 Address city State ZIP Code 274 East Main Street East Islip NY 11730 AND SV Sig u Date Telephone 02/05/2015 (631)277-3605 FEMA Form 018/6-0-33(Revs ed 7/12) See reverse side for continuation. Replaces all previous editions. y� -ELEVATION CERTIFICATE,page 2 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR'INSURANCE'COMPANY,USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 1800 Cedar Beach Road City State ZIP Code Company NAIL Number: Southold NY 11971 SECTION D—SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments They are purchasing the home. Signature Date 02/05/2015 SECTION — LDIN EVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and (without BFE),complete Items E1—E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B,and C. For Items E1—E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1.Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2.For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3.Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4.Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5.Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance?❑Yes ❑No ❑Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone A0. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5.Date Permit Issued G6.Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site. ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑Check here if attachments. FEMA Form 086-0-33(Revised 7/12) Replaces all previous editions. o � "ELEVATION CERTIFICATE,page 3 BUILDING PHOTOGRAPHS See Instructions for Item A6. IMPORTANT:in these spaces,copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt..Unit.Suite,and/or Bldg.No.)or PO.Route and Box No. Policy svumber: 1800 Cedar Beach Road City State ZIP Code Company MAIC humtser: Southold NY 11971 If using the Elevation Certificate to obtain NAP flood insurance,affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken: "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View" When applicable,photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more ph6tographs than will fit on this page,use the Continuation Page. aN X ; 11 IMI ^fi:,-`rt.''j'"•t.h`+ ?�:,-,s.,,y�h4 �a. 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Russell SUPERVISOR ISM AN AG)ENHENT s SOUTHOLD TOWN HALL-P.O.Box 1179 S 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DEC 101015. _ -- -- - DOES 'I HHS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El Z1 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. , ['C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; erosion hazard area. C 12+'N Gcud�►. t ®❑ E. Site preparation within the one-hundred-year f loodplain as depicted 1 on--F`lR-M-Map--of-any watercourse: ® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent-Contractor,Other) S-C.T.M. 1000 Date ": � D tact �i T NAME. �U Q ,'�� I " O C17lG. r IS Section Block Lot t:0113 BUILDING DEPARTMENT LSE- ONLY ` Contact information V � 7' 6 •�O Reviewed By: m — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit Stormwater Management Control Plan Not Required. _ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM SMCP- TOS MAY 2014 STATE OF NEW YORK DEPARTMENT OF STATE_ STATE OFFICE BUILDING ANDREW M.CUOMO 250 VETERANS MEMORIAL HIGHWAY GOVERNOR HAUPPAUGE, NY 11788-5519 ROSSANA ROSADO WWW.DOS.NY.GOV ACTING SECRETARY OF STATE Authority Having Jurisdiction variance Questionnaire r7 Protect Location (completed by petitioner): � ? �� TxGf � G � �)o Variance Information Verification (completed by AHJ): Height in Stories: Gross Area,(all floors):, ®d O Sq. Ft.: Construction Type: Occupancy: Vd'n'e-Family Dwelling ❑Two-Family Dwelling ❑Townhouse ❑Accessory Structure ❑ Other For Existing Buildings, approximate date of original construction:, /?to L3 Does this building have a building permit issued related to the contents of the petition? Does this building have a Certificate of Occupancy issued for the intended use? �r Comments(completed by AHJ): �f�_, Do you believe a public hearing on this petition is essential? i/ Do you support the petitioner's request for a variance? If you do not support it, provide a reason: What actions have you taken relevant to this project? Additional comments: Provide your name title and contact information (completed by AHJ): v Name: � Title: Signature: Jurisdiction: Address: -'A b0 1177 Phone: E-Mail: C � Variance Procedures, 10/15/2015 Page 1 of 1 NEWYORK Department STATE OF OPPORTUNITY_ of State APPLICANT ` Property Owner,Design Professional,Agent,Contractor,Other! S C.T.M. ; 1-000oil CHAPTER 236 /� 5.1 Stormwater Management Control Plan CHECK LIST IANIE �n v��2 t ,r � section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing a - - all Information that has been Required by the following Checklisti I A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries ®0� h Total Site Acreage. c, Existing - Natural & Man Made Features within 500 L,F. ' of the Site Boundary as required by §236-17(C)(2). d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ` o ocd_ edo ` RV',- a-At %+•s4e o e oa" m e. Limits of Clearing & Area of Proposed Land Disturbance. f, Existing & Proposed Contours of the Site (Minimum2'lntervals) g. Location of all existing & proposed structures, roads, di iveways, sidewalks, drainage improvements & utilities. , h. Spot Grades & Finish Floor Elevations for all existing & ' proposed sti uctures, I. Location of proposed Swimming Pool and discharge ring. lNe_A.srt_ 'huh' t3L-AJ I 1. Location of proposed Soil Stockpile Area(s). ,S� k be ! zp (d, k. Location of proposed Construction Entrance/Staging Area(s). 0 I. Location of proposed concrete washout area(s). EROSION &SEDIMENT CONTROLS rn Location of all proposed erosion&sediment control measures, Shall include but not be limited to: 2. Stormwater Nlanagement Control Plan must include Calculations showing A well maintained Construction Entrance, that [lie Stormwater impiovements are sized to capture,store,and infiltrate XUirp garked Silt Fencing,stabilization & on-site the run-off from all impervious surfaces generated by a two(2') inch i�5. rainfall/storm event UIREO 3 Detaih&Sectional Diawings for Stormwater practices are required for approval. I)RAiNA _ befoM Items requiring details shall include but not be limited to: 1 oct ri� r-actification a Erosion & Sedimcnt Controls. 11aoil provide b Constitiction Entrance & Site Access. -that tho drainglige t1las c. Inlet Di ainage Sti uctures (e.g.catch basins,trench drains, etc.) 0 d Leaching Structures (e,g. infiltration basins,swales,etc,) itil.l:l;lN a a)r�R.1"N5f; ONLY Additional Information is Required. Reviewed & I El Stormwater Management Control Plan is Not Complete. Approved By- - — — — — — — — — — — — — — — — — — — — — — — — - Stormwater Management Control Plan is Complete. Date 0- —1 11A I SMCP has been approved by the Engineering Department. FORM ' SWCP Check List -TOS MAY 2014 i I. 15.0 Town Hail Annex Telephone(681)765-1802 54875?main Rom �` (681}7 5 P.O.Boy 1179 rocierAche8$iiC�$�it�.5 i0%.Ry.us Squdnolcl,NY 11971.0959 MM OF SO_. AOS APPLICATION �j=RI GAL INSPECTION REQUESTED 15Y: Cute: L2 /7 License No.. i d si: � � V-M t VL J J Y I/7?,S-- *Named * ss Stat: *Phone o,: 7 0 � r Perm. 4 No.: ! a q '7 ax,Mw 14t Q lon 1:71 11, lock. Let_ ; i *MtF 04,8CRiPTION 01F WORK(Please Plot Cle@dy w M Li /-k� � _ e nl e I lc All That � b� *%job ready for Inspectibm �(� h In Final , -you Hasa a Ternp Oes to - Temp InfomaWn(If, nee ) E " s I Ph 100 150 00 350 400 mer Service: e-qqpn ' UndorgrounO u €rMaters Change of8 ivies Overhead 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 18, 2016 TO: Debra Coritsidis 10 Marions Lane Northport,NY 11768 Please take notice that your application dated December 9, 2015 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 265 Orchard Lane, Southold,NY County Tax Map No. 1000 - Section 89 Block 2 Lot 5_1 Is returned herewith and disapproved on the following grounds: The proposed construction in the Residential R-80 District is not permitted pursuant to"Article III SgQb 280- 13, which limitsa single family dwelling to 2 '/2 stories. The proposed"observatory"constitutes a third story. -Authorized Sign t re - Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 18, 2016 AMENDED:May 23, 2016 TO: Debra Coritsidis 10 Marion Lane Northport,NY 11768 Please take notice that your application dated December 9, 2015 For permit to construct additions and alterations to an existing single family dwelling and an"as built" shed at j Location of property: 265 Orchard Lane, Southold,NY County Tax Map No. 1000 -Section 89 Block 2 Lot 5_1 i Is returned herewith and disapproved on the following grounds: The proposed construction in the Residential R-80 District, is not permitted pursuant to Article III, Section 280- 13, which limits a single family dwelling to 2 % stories. The proposed"observatory"constitutes a third storms In addition,the"as built" shed is not permitted pursuant to Article III,Section 280-15 F,which states; "In the case of a waterfront parcel, accessory buildings and structures may be located in the front _yard, provided that such buildings and structures meet the front-yard principal setback requirements as set forth by this Code, and the side yard setback requirements for accessory buildings in Subsection B..." On lots measuring between 60,000 and 79,999 in total size, a minimum side yard setback of 20 feet is required. Pursuant to Article XXIII,Section 280-124, lots measuring between 60,000 and 79,999 square feet in total size require a minimum font yard setback is 55 feet. The"as built"shed notes a front yard setback of 18.6 feet and a side yard setback of 17.7 feet. This Notice ofDisapproval was amended on Ma '23 27T:S hed. nature Cc: File, ZBA ir BOARD MEMBERS �QF 30Ujy Southold Town Hall Leslie Kanes Weisman,Chairperson �� Ol0 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location:, I Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning 'Q ® �� 54375 Main Road(at Youngs Avenue) �r IyCQUNV Southold,NY 11971 D- http://southoldtown.northfork.net E EIVED SEP 2 1 2016 ZONING BOARD OF APPEALS C!' TOWN OF SOUTHOLD SEP 11 9 6 BUII.DING DEPT. Tel.(631)765-1809•Fax(631)765-9064 TOWN OF SOUTH(*WDINGS,DELIBERATIONS AND DETERMINATION outhold Town Clerk > MEETING: SEPTEMBER 15,2016 ZBA FILE: 6984 NAME OF APPLICANT: Debra Coritsidis PROPERTY LOCATION: 265 Orchard Lane, Southold,NY SCTM# 1000-892-:5*1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property Y�nder�sidera tion in this application and determines that this review falls under the Type II,categ r�of the State's List of Actions,without further steps under SEQRA. > SUFFOLK COUNTY ADMINISTRATIVE CODE: This applicatio as referred as required under the Suffolk County Administrative Code Seclions A 14-14 to 23, d the Suffolk County Department of Planning issued its reply dated August 5, 2016 stating that this pplication is considered a matter for local determination as there appears to be no significant county- ' e or inter-community impact. LWRP DETERMINATION: This application was erred for review under Chapter 268, Waterfront Consistency review of the Town of Southold wn Code and-the Local Waterfront Revitalization Program (LWRP) Policy Standards. The L oordinator issued a recommendation dated August 17, 2016. Based upon the information provided n the LWRP Consistency Assessment Form submitted, as well as the records available, it is the rec�ommendation of the Coordinator that the proposed action to construct additions and alterations to th 'single family dwelling and add an observatory, which exceeds the maximum two and one half/irecommended e permitted, is CONSISTENT, although the proposed action to legalize the `as built' wood shed as EXEMPT from LWRP review. Furthermore, the coordinator commented about theicant's proposed rain garden and asked for clarification. PROPERTY FACTS/DESCRIPTION: The applicant's property is an irregularly shaped, five sided, 2.06 acre parcel in the R-80 zor}e. The northerly lot line abuts a neighboring parcel that is utilized as a community beach. The easterly lot line measures +/-156 feet of waterfront along Dryad's Basin. The southerly lot line abuts another parcel, and the southwesterly line measures 160 feet of road frontage along Orchard Lane. The northwesterly lot line measures 100 feet along Cedar Beach Road. The property is improved with a single-family house, a 163 sq. ft. shed, and a wood dock, as shown on the survey drawn by LisarMcQuilkin, Land Surveying, last revised on April 12, 2016. Although the property has-two technical front yards,the applicant's driveway enters from Cedar Beach Road, and currently there is no access to Orchard Lane. BASIS OF APPLICATION: Request for Variance(s) from Article III, Section 280-13 and Article XXIII, Section 280-124, and the Building Inspector's May 18, 2016, amended May 23, 2016 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, and to legalize an"as built" accessory wood shed, at; No-r A -rW/e 2) /l � r F^age 2, September 15, 2016 #6984, Coritsidis SCTM No. 1000-89-2-5.1 1) additions (observatory) to an existing single family dwelling proposes more than the code required maximum two and one-half(2-1/2) stories;2)"as built"accessory wood shed located at less than the code required minimum front yard setback of 55 feet; 3)"as built"accessory wood shed located at less than the code required minimum side yard setback of 20 feet. RELIEF REQUESTED: The applicant requests a variance to construct a 13 feet by 12 feet"observatory" room in a third story location, where Code limits a single family dwelling to two and one half stories. The applicant also requests two variances for a 163 sq.ft. "as built"shed located with a front yard setback of 18.6 feet where 55 feet is required by Code, and a side yard setback of 17.7 feet where 20 feet is required. ADDITIONAL INFORMATION: On August 24,2016,the applicant's architect provided a photograph and additional information regarding the proposed vegetated buffer/rain garden. Also included with the applicant's submission is a letter dated April 24,2015 to NYS Division of Building Standards and Codes requesting information for a variance process with NYS to allow the third floor to be built and not require sprinklers in the entire house. The property is heavily sloped and the existing home is built into the side of a hill.The slope covers approximately 42% of the existing first floor. If 50%of the first floor was covered by the slope then the applicant would not need a variance for the proposed"observatory room." The existing and proposed height of the improved dwelling is code conforming. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Sept. 1,2016, 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 &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The height of the 13 feet by 12feet third story"observatory"room will be between 24 to 30 feet above existing grade,which does not exceed the height allowed by Code for a single family dwelling. The "as built" shed, although technically located in a front yard area, is discreetly situated in a corner of the applicant's functional side/rear yard, and is well screened by existing vegetation. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant in constructing the third floor "observatory room cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because although the total height does not exceed that allowed by Code for a single family dwelling, the third floor location is not allowed except by grant of a variance. Although the applicant could conceivably move the "as built" shed to a conforming area, the benefit sought by the applicant for the proposed shed location in the applicant's functional side/rear yard cannot be achieved by some method, feasible for the applicant to pursue, other than the grant of an area variance for the non- conforming front and side yard setbacks. 3. Town Law $267-b(3)(b)(3). The variance granted herein for the third story observatory room is mathematically substantial, representing 100% relief from the code. However, the room will not be habitable (no cooking, sleeping or plumbing), and will have a NYS certified sprinkler system, unless the applicant is granted a NYS variance to this requirement. Moreover, the existing house is sited into a sloping hill on the subject property which reduces the visual impact of the proposed"observatory room." Nge 3, September 15, 2016 #6984, Coritsidis - I SCTM No. 1000-89-2-5.1 The variance granted herein for the "as built" shed front yard location is mathematically substantial, representing 66% relief from the code required 55 feet front yard setback. However, the property is burdened with two front yards, the shed is located in the applicant's functional side/rear yard, and the applicant has no access to Orchard Lane. The variance granted herein for the "as built" shed side yard location is not mathematically substantial, representing 11.5% relief from the code required 20 feet side yard setback. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in 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. 5. Town Law 4267-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 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 non-habitable third story observatory room, and a non- conforming shed location, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Horning, seconded by Member Weisman(Chairperson),and duly carried,to GRANT the variances as applied for, and shown on the survey drawn by Lisa McQuilkin, Land Surveying, last revised on April 12,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. A certified sprinkler system in accordance with the NYS Fire Prevention and Building Code Council shall be installed,unless the applicant receives a variance from New York State.. 2. There shall be no habitable space(plumbing, sleeping or cooking)in the third floor area. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(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 r Page 4, September 15, 2016 #6984, Coritsidis SCTM No. 1000-89-2-5.1 action. 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. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer. (Member Schneider not present) This Resolution was duly adopted(4-0). C zwki 46slieanes Weisman, Chairperson Approved for filing / //2016 APPLICATION a • PAC;E 1 n! ,t TOWN OF SOUTHOt D FLOODPLAIN DEVELOPMENT PERMIT APPLICATION `Phis form is to be filled out in duplicate. SECTION I: GENERAL PROVISIONS APPLICANT to read and ss 1. No work may start until a permit is issued. 2. The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fuiftll local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. 1,THE APPLICANT,CERTIFY T ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE, TO TH BEST F MY KNOWLEDGE, TRUE AND ACCURATE. l lathI S (APPLICANTS Sfbf4ATURE) l DATE SECTION 2: PROP SED DMLOPMENT b be completed by APPLICAN'D NAME _. ADDRESS TELEPH NE APPLICANT ,s l D /Yla�r��s Lam �U� porf 1 f7�� 0[-97/-7097 BUILDER Z (�� Co �Gfi C, 3 Z* WD N io 3�'7, I Z - f 1lf�0 R1E� G Chr'1�hXV- 0"',V /1 P. D $oX 7�SS X31-Z�l (n5�1v PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to eaSUY identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to this application showing the project location would be helpful. 1 00 oa-&� Eovol��y -7 FDP(93) I 1 APPLICATION ti r PAGE 2 OF s ---- DESCRIPTION OF WORK (Check all appbcabic boxes) A STRUCTURAL DEVELOPMENT ACT-IVTTY STRUCTURE TYPE; 0 New Structure N( Residential (1-4 Family) t9Addition 0 Residential (More than 4 Famdy) ❑ Alteratioo O Noo-residenual (Floodproofing? 0 Yes) ❑ Relocation ❑ Combined Use (Residenual & Commercial) ❑ Demolitioo ❑ Manufactured (Mobile) Home (la Manu- 0 Replacement factured Home Park? J�❑ Yes) ESTIMATED COST OF PROJECT S - 0v B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Excep( for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel ModificaliOns) `g Drainage Improvements (Including Culvert Work) ❑ Road, Street or BAdge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or Ser System 0 Other (Please Spect7y) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. ECTION 3: FL0QDPLArN DRMINATION o be com feted by LOCM- ADhiINI TRf,TOR The proposed development is located on FIRM Panel No._ Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVF'LOPMF.Nr PI✓RMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ❑ The proposed development is located in a floodway FBFM Panel No. Dated ❑ Sec Section 4 for additional iastructtoas SIGNED DATE ,t = APPLICATION a PAGE 3 OF a SECTION a nD0[TIONAL INFORMATION REOU[REQ (To be cornnleted by LOCAL ADMINISTRATOR) The applicant must submit (tie documents checked below before the application can be processed O A site plan showuig the location of all em(mg structures, water bodies, adjacent roads, loi dimensions and proposed development. ❑ Development plans, drawn to state, and specifications,including wbere applicable: details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor,details of floodproofing of utilities located below the first floor and details of enclosures below the fust floor. Also 0 Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, (lie applicant must provide 100-year flood elevations if they are not o(hcrvrisc available). O Plans showing the extent of watercourse relocation and/or landform alterations. O Top of new fill elevation Ft. NGVD (MSL). 0 Fioodproofing protection level (non-residential only) Ft.'NGVD (MSL). For <- flood-proofed structures, applicant must attach certification from registered engineer or architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must a szo be submitted_ ❑ Other: SECTION 5• PERMIT DETERMINATION !To be completed L AL A n M I N ISTRATrA R I have determined that the proposed activity. A.. O Is B. Q Is not • in conformance with provisions of Local Law # , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals 4 APPLICATION PAGE 4OFa APPEALS Appealed to Board of Appeals'7 ❑ Yes O No Hearing date Appeals Board Dec>_sio❑ --- Approved') ❑ Yes ❑ No Cooditious SECTION G A-5-BUILT T ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is tssucd The following information must be provided for project structures_ This section most be completed by a registered professional cng;ncer or a Lcensed land surveyor (or attach a certification to this application) Complete l or 2 below. I_ Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Arcas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is: + S, 1� FT. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (NiSL)_ <--1 i NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7 COhIPLL4NCE ACTION (To be completed Uv t OCA.L ADMfNISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? 0 YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION $ CERTIFICATE OF COMPLIANCEfTo e completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: I I I sTERMS AND CONDITIONS The Permittee George&Debra Coritsidis residing at 1800 Cedar Beach Road&265 Orchard Lane, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization:=.gas originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. - 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if,in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. CONSENT TO INSPECTION (aa S( s , the undersigned, do(es) hereby state Owner(s)Name(s) That the undersigned(is) (are the owner(s) of the premises in the Town of Southold, located at l �� &gCA ��tJ` ®�� N\ 11,71 which is shown and designated on the Suffolk County Tax Map as District 1000, Section aq , Block . Lot 3 4- 5 That the undersigned (has) (have) tiled, or cause to be filed, an application in the Southold Town Building Inspector's Office f r the following PC! QQSI-d 1 a T " 4- Ovr k .Q That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold Dated a- A (SigX'I re) l�e� is= ('4.(vim. (f d 2 r'4S �> S (Print Name) (Signature) (Print Name) I i — —- "jlg ol? 11 V, M4- CHRISTINE A. BRYSON, ARCHITECT ....................................... P.O. Box 7455 631-241-6506(cell) Wantagh,New York 11793 christinebryson @yahoo.coin April 24,2015 Richard A. Smith,R.A. Regional Architect,Division of Building Standards and Codes New York State Department of State Office Building D [EC[EG'W[E 250 Veterans Memorial Highway—Suite 2A15 DD Hauppauge,NY 11788 NOV - 9 2016 Re: The Coritsidis Residence BUILDING DEH 1800 Cedar Beach Road TOWN OF SOUTHOLD Southold,NY 11971 Mr. Smith, We discussed this property a few months ago regarding a 12' x 13' addition to the house for an observatory. As per the Town of Southold Plans Examiner Damon Rallis this would be considered a third story, and therefore would require a variance from Southold for their zoning laws and would require sprinklers at the entire house as per NYS code. After discussing the requirements to prove that the addition is not a third story we proceeded to have the surveyor add additional elevations to the survey to show the lowest elevation on site and further elevations at the perimeter of the house. We iust received that back and have found that the proposed addition meets 2 of the 3 requirements to be deemed a second floor at a one story house with walk out basement, and not a third story. • The average linear grade of 8.85' surrounding the house is 5.55' below the first floor at 14.4' meeting the requirements of less than 6' below the first floor. See attached.Meets code. • More than 50% of the surrounding grade at the house is less than 6'-0" below the first floor at 14.4'. See attached.Meets code. • The lowest point on the property is 0.9' which is greater than 12'-0" below the first floor at 14.4'. (The elevation of last few feet of land at the waterline does not make code for 1 story due to grade dropping at water line). Can you send me the appropriate paperwork to start the variance process with NYS to allow the third story to be built and not require sprinklers at the entire house. Please let me know any time or process information that I will need such as applying with NYS and applying with the Town at the same time. Thank you very much. Sincerely, Christine A.Bryson,R.A. A :k Cc: Damon Rallis,Town of Southold Bunch, Connie From: Bunch, Connie Sent: Friday, May 13, 2016 2:29 PM To: 'christinebryson@yahoo.com' Subject: Coritsidis, 1800 Cedar Beach Road I received your request for a disapproval for Coritsidis, however,we need a Building Permit application completed and submitted to our office with a check for$50.00. Thank you, Connie Bunch 1 CHRISTINE A. BRYSON, ARCHITECT .:...................................................................................................................................................................................................................................................................... P.O. Box 7455 631-241-6506(cell) Wantagh,New York 11793 christinebr son®,yahoo.com October 28,2016 D 1ECR0VR Mr.Damon Rallis D Southold Building Department NOV - 9 2016 54375 Main Road Southold,NY 11971 BUILDING DEPT. TOWN OF SOUTHOLD Re: The Coritsidis Residence 1800 Cedar Beach Road(256 Orchard Lane) Southold,NY 11971 Mr.Rallis, After applying for a building permit at the Town of Southold,we applied to NYS for a variance for sprinklers due to the observatory classified as a third story. I was unfamiliar with the three factors that would deem it to be a third story as per NYS code. Mr. Smith relayed the 3 factors to me verbally, we had elevations added to the survey and I applied for the variance. After a final review of the application, drawings and survey, Mr. Smith agrees that this addition does not require a NYS variance and passes all three qualifications to be considered a two story building. Please see the calculations below and attached. The first two items remain unchanged. I have revised the third item. I originally thought the 12'-0: difference in height was measured from the first floor elevation at the house. Mr. Smith corrected me and said that it should be measured from the average grade elevation six feet out from the house. I asked Mr. Smith if I require a letter from him stating that a NYS variance is not required.He advised me to just let the Town of Southold know about our findings. We have found that the proposed addition meet all 3 requirements to be deemed a second floor at a one story house with walk out basement,and not a third story. • The average linear grade of 8.85' surrounding the house is 5.55' below the first floor at 14.4' meeting the requirements of less than 6' below the first floor. See attached.Meets code. • More than 50% of the surrounding grade at the house is less than 6'-0" below the first floor at 14.4'. See attached.Meets code. • The lowest point on the property is at 0.9' which is less than 12'-0" below the average grade at the perimeter of the house of 8.85' as well as the average grade elevation of just over 8'-0"at six feet out from the perimeter of the house.Meets code. Please let me know if you need any questions or need any further information. Thank you very much. ...... Sincerely, :�' � 90�� .~. ,1 Christine A. Bryson,R.A. CYSTINE A. BRYSON, ARCHITECT ........................................................................................................................................................................................................................................................................ P.O. Boa 7455 631-241-6506(cell) Wantagh,New York 11793 christinebryson vahoo.com October 28, 2016 Mr.Damon Rallis Southold Building Department 54375 Main Road Southold,NY 11971 Re: Cesspools at The Coritsidis Residence 1800 Cedar Beach Road#5.6 Orchard Lane) Southold,NY 11971 9105 Mr.Rallis, I met with the Cesspool Company at the site. They serviced the house. There are two (1,000 gallon) Cesspools. The main cesspool and overflow are both located at the side of the house. The number of bedrooms and bathrooms at the residence is not changing with the construction. To the best of my professional knowledge and judgment, I believe these cesspools are of adequate size and in good working condition and do not need to be replaced. Thank you very much. Sincerely, Christine A.Bryson,R.A. 3 �- NOV - 9 2016 BUXDING DEPT. TOWN OF SOUTHOLD o�*oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 IyCOUNT`I,� January 2, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD George Coritsidis 1800 Cedar Beach Rd Southold NY 11971 Re: 265 Orchard Lane, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: NOTE: Final Elevation Certificate required from the surveyor Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. )Cecl V.A Ll -S lumbers Solder Certificate. (All permits involving plumbing after M1/84) \4r tees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Fal Landmark Preservation approval. Final Inspection by Building Dept. al Storm Water Runoff Approval from Town Engineer BUILD NG PERMIT — 42197 —Add/Alts -SLA,rr _14 BMDING DEM TOWN-OF SOUTHOLD----- y,, �'265 Orchard Ln • cr J2615Google - • � ��C�C)��IC'_ �� l� Google earth 11 meters 1 DATE(MMIDD/YYYY) _ Q_ � —CERTIFICATE OF_ LIABILITY-INSURANCE-- _ _a218/2o15__ PRODUCER -- - ` - THIS CERTIFICATE IS ISSUED AS A MATTER-OF INFORMATION The Principe Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 2697 N.Jerusalem Rd ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW„ East Meadow, NY 11554 516-221-2599 INSURERS AFFORDING COVERAGE NAIC# INSURED EZOUSA CONTRACTING INC INSURERA_UTICA FIRST INS CO 3324 WOODWARD AVENUE INSURER B: WANTAGH, NY 11793 INSURER C INSURER D. INSURER E: COVERAGES- — - - — -- -THE POLICIES OF INSURANCE LISTED BELOW-RAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMIT_S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MRDti- -- -- POLICYEFFECTIVE POLICY EXPIRATION LTR NSRD( PE OF INSURANCE POLICY NUMBER DATE MM/DD/YY DATE MM/DD/YY LIMITS _ GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY -PRENIISES(Eeoccurence)-- $ 50,000 FU CLAIMSMADE FyOCCUR MED EXP(Any one person) $ 1,000 A ART 121260413 08/30/2015 08/30/2016 PERSONAL&ADV INJURY __ S-1,000,00() GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES'PER,, PRODUCTS-COMPIOPAGG $ 2,000,000 X1 POLICY 71tPRO- - AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO (Eaaccadent) $ ALL OWNED AUTOS BODILY INJURY _ SCHEDULED AUTOS (Per person) $ ® HIRED AUTOS BODILYINJURY NON-OWNEDAUTOS (Peraccidenl) $ PROPERTY DAMAGE $ (Pereccident) GARAGE LIABILITY -- - - — - - AUTO ONLY-EAACCIDENT $ ANYAUTO OTHER THAN EAACC $ AUTOONLY• AGG $ EXCESSIUMBRELLA LIABILITY _.� EACH OCCURRENCE $ -Y T OCCUR u CLAIMSMADE AGGREGATE- $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATIONAND T _ - - TT - EMPLOYERS'LIABILITY TORYUMITS O� ANY PROPFUETowPARTNERIEXECUTIVE E.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? E,L-DISEASE-EA EMPLOYE $ Ks,describe under SPECIAL PROVISIONS below EL,DISEASE-POLICY LIMIT $ OTHER - DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION 53095 ROUTE 25 DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL DAYS WRITTEN SOUTHOLD,NY 11971 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRE ENTATIVES, ORIZED" RESENTATIVE- ACORD 25(2001/08)' ©ACORD CORPORATION 1988 SUFFOLK COUNTY DEPT OF LABOR. LICENSING&CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR t HAVE tt JOHN GONIAS 4,5p;VZ � � INO INC This certifies that the EzousA coNTRAm bearer is duly licensed by the Ljmf, „,.abK °07/2 County of Suffolk 35417-H 07/20/2004 IS-1/6(- I �A70ND"'� 07/01/2016 Cppppl61K New York State Insurance Fund o _ Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,2ND FLR,MELVILLE,NEW YORK 11747-3166 Phone:(631)7564000 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 223858588 EZOUSA CONTRACTING INC 3324 WOODWARD AVENUE WANTAGH NY 11793 POLICYHOLDER CERTIFICATE HOLDER EZOUSA CONTRACTING INC TOWN OF SOUTHOLD 3324 WOODWARD AVENUE 53095 ROUTE 25 WANTAGH NY 11793 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE H1334 020-3 145425 09/18/2015 TO 09/18/2016 12/8/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1334 020-3 UNTIL 09/18/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 09/18/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. JOHN GONIAS-PRESIDENT OF EZOUSA CONTRACTING INC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND U DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER:665140558 U-26.3 SEGTION ��- - � _ � -��^-- �� -�_�____ _..------------ ----------- . .;�X: `" •�°.� STRAW BALE DI �- a -- ; - •- - -�� } `, '� ° S'�ANDARD S'f'OIiMWA'TE U ' � ~•;��'��° �EFFE lVE•9/��It7/�l►3, r `li „{ � U lJ r i'�, 16`0 •►.� i EXCAVATION £ " •0.. 4 [C 7. 1. Excavation shall include the removal of all materials of every kind or nature which may be required forthe execution �, Do xiot place,s'rea o roll and mate'' during fa c, able weaehe co ditions. o of resume opera 'o sun of the work.°Excavation shall include the removal of all rock,boulders and other'obstructions up'to I%zcubic yards in moisture content and Foci ar sa sfacto to e c ' e . size. Excavation will not be considered completed until approved by inspection. 8. Provide germs or thione s o re a flooding o s °-grade, romptly e o e 1 ater olie_� egressions. 2. Excavate to grades as shown on Drawings. Where excavation grades are not shown on the Drawings excavate as required• to accommodate the installation. Leveling: Remove all ruts, hummocks, and other uneven'surfaces by 9. Where soil has bee softened or erod d by ooding or 'lacemen ONE, nfavo° He Fath'IMer, remove all damag surface grading prior to placement of fill, areas'and,re-com act as pec',,ed or fd and co ac o Belo 3.- Where depressions result from the removal of surface or subsurface obstructions, open the depression'.t9q—in ment 1'0. Prosection working width and remove all debris and soft material as directed by the Architect. = =: A. Barricade open ho an° de' ess ons occurring as ' of or , d •os w li is on pro°er, ad�ace °, z• �.,v- to or with pu lie areas. OO pest warning ghts duain ours from dus oda each day d othe se 4. Furnish all facilities and materials needed to prevent the earth at bottom of excavation from becoming frozen required. F_ � B.. P,rottecc structures uti sties si'a alks, pavements, ane other facilities orm damage c sed 'y settle �.,.. . 5. Excavating for Footings ;,,v inopvement,was out, and other hazards created by o•erations uncle this ,ec on. A. Excavate for footings and foundations only after general site excavating, filling and grading are comPlete.`),,__ i B:_ Verifythat all compaction is complete and`'a roved prior to excavation for footings. _•; V p p pp p g Y 11 'F'11ingKand Comgactio r.`°•" .��r, Fay.,. .� C. Excavate to°the established lines and grades. Cut off bottom of trenches level, and remove all loose sor1: �Where 'A�:;,Remove vegetation, debris, atisfacto soil aterials, o struetions, and Bele erious matter o gro d surf soft spots are encountered, remove all defective material and replace with lean concrete or compacted=structural ;,pnor to'pl�emen of fills. to , strip, or break u sloped surfaces s#ee er than one ertical to 0 ouzo 0 fill at no additional cost to the Owner. _ 7r's' ;. ¢F s "��'� that fill°material will bond with existing surface. — ound surface has a densi less than the s ecified hereunder for the artieul area, br u D. Allow a sufficient distance from footings and foundations to permit placing and removing concrete formwor ,x ". B ;When;existing gr tY P I installations of services, other construction required, and for inspection. ' �` •'> �`��`•'�• �'oundz"sarface, pulverize, moisture-condition to the optimum oisture content, an compact to °uued de E. In excavating for footings and foundations, and percentage of maximum density. take care not to disturb bottom for excavation: } 1. Excavate by hand tools to final grade just before concrete is placed. 7 C ''After sub-grade compaction has been completed, spread approved fill materi in layers o e ceettin er 2. Trim bottom to required lines and odes to leave solid base to receive concrete. - inches''incompacted'thickness.Water,orkaerate`the fill material as necessary, and thoroughly 3. Where bottom of excavation has been disturbed or otherwise unsuitable to properly support foundations in there' moisture content;which wi 'ppu t proper come on. r ed pinion of the Soil Engineer, whether due to freezing, poor workmanship or errors, PP D•' Compact�•�choil°lay two least t Vie, pecified mum degree. Repeat process un'1 frPost o . o these excavations are to .*, • "� - be carried to a lower de sufficient to provide stable bearings as determined by the Soil Engineer, at E.,-.Do Notpl�e b`d�khtoor�fill:material.on,swrfaces,thatEare muddy, frozen or containing Contractor's expense. Ptd P g F. Place act andffill°rnaterials evenly adjacent•to strictures to required elevations. Take care to a en e F. Under footings ..,.• - g and foundations fill over excavated areas with concrete by extending the indicated bottom action f baeldiff against the structure by carrying theematerial uniformly around the structure t' a ° ° the, elevation in each lift. `��,<`��;t ° floor over th elevation of the footing or base to the excavation bottom,without altering the required top elevation. ame a construction includes basement or:',other+underground walls h ving strut rt e 1.;; Backfilling for over excavated areas shall be performed at no additional cost to the Owner. G 'Where ' P £ t backfill such walls until the structural floors are m.place'and have attained sufficient strength to su 6. Spoil and Borrow Materials = w 4 f > .. �•, a. de action requirements: ;.V;, Dispose of unsatisfactory excavated material and surplus satisfactory material away from the site at disposal 12 Degree of coff►P - q all structural fill;iriclirduig recompacted existing fill and backfl to a t.a. A. Structural fill: Densify arranged,and paid for b the Contractor. o Obtain ma enol re Y of 90/o of the modified proctor densrty. Bey � i aired for fill or embankment in excess of that produced within the grading limits of the Work compaction ` �b °from bo; ow areas •. P P�' g - C, Cost++for borrow materials : ' '° including all trucking costs shall be included in the Work of this Section. .aSr �Pr... OLiTIONI NOTE - - - - - -- - - _. - .- - -------—....�.o..��...�._ _ _ - • -- n 'LICABLE) � - _ _ ' 18'-0..MAX �.Io C. clition work shall be done in strict conformance with local, state and federal regulations, 13. Provide all necessary temporary supports as may be required prior to the installation of new lin " permits and utility cut-offs. structural elements required by the demolition work shown hereon. )rrt; li _.. _ dCIDEwornaccorance with the r ulationsof ANSI/NFPA 241-1g 14. The existingsprinkler installation shall be protected from damage Burin demolition3 nP construction and demolition operations or a5 required operations. municialit 1` Ide all temp barricades,railing, lighting, etc. required to protect the workmen IS. Any and all conditions not shown hereon and uncovered in the field shall be brought to the -'s/Client's personnei and all others from inquiry due to the demolition work Provide attention of the Architect immediately,•prior to any action involving same. oy� and safe passage of persons to and from-areas and facilities which are to remain. 16. All existing elements to remain shall be protected during demolition. oy� �� ide watchmen as required. i1. Buildings, structures, or other facilities to be demolished should be removed to 3' below ��' :ontractor shall at all times provide protection against weather - rain,wind storms, frost finished grades. it is good practice to remove all glass in windows, doors,skylights, and PERSPECTIVE VIEW at - so as to maintain all:work materials,equipment and fixtures free from damages. fixtures before commencing actual demolition. llker'e cranes are used for demolition,a it any damage`to property of the Owner/Client which is to remain in use,or that of an safet zone should be provided around the demolition area. An use of explosives in N1, Or persons On Or Off the g1{e mug y y p y 36" MINIMUM 2 x 2 75e to the owner, bJ the demolition work without additional demolition operations must have the prior-approval of appropriate local governmental FENCE POST individuals,trained and experienced in the use of explosives for this type of work Unusable — rm the demolition work in such a manner as to prevent fires, dove all accumulated floors,slabs or structures that will remain after demolition must be broken up to permit WOVEN WIRE FENCE •promptly. Disposal by burning will not be permitted on site. All debris shall be drainage infiltration. Remaining basement openings should be filled to facilitate drainage and (s x 6 - 10/10 WWF) sed of in a legal workman-like manner. preclude ponding and erosion. FILTER CLOTH Ivageable materials and equipment including fixtures, furnishings and decor items shall 18. It is essential to maintain safety and cleanliness during demolition and site work Throughout 91-OP xed and protected from damage until the Owner/Client determines the course of action demolition and site work dust;control and other measures to minimize air and/or noise E se to applicable government standards. Precautions c taken with same. pollution and/or litter s ;t and maintain existing utility lines which are to remain in service in such a manner as should be taken to prevent concrete or mortar washings,sand,grit,dust or an other foreign EMBED FILTER CLOTH p g g y 9 MIN. 6" INTO GROUND )id interruption of these lines. Cap all utility lines terminated by the demolition work in materials that would cause clogging from entering sealers or drain lines. Air pollution and er approved by the governmental authorities and utility companies having jurisdiction. noise levels should not exceed,maximum measured and accepted in adjacent neighborhoods 4" sting ductwork, electrical equipment, etc. in areas to be demolished shall be protected and the community. NOTE: _ to . I as required according to field conditions. MAXIMUM DRAINAGE AREA le uu*L-tight partitions between areas where demolition work is being performed and 113- Public or private property and•,rbads which are damaged during demolition should be quicklcj 112 ACRE / 100 LINEAR FEET which are finished or in use. restored to a condition at least'equal in both service function and life expectancy to the SECTION DETAIL each area broom clean upon completion of work each day. facility provided, for the protection of life,health, and property must be fully repaired to restore operation quickly. Where necessary, unpaved areas should be graded to match SILT FENCE DETAILS all interior finishes down to the exposed Framing throughout and prepare the existing .- existing grades at the construction area boundaries to preclude drainage problems. for application of new finishes as selected b Architect/Owner/ S y Temporary seeding,mulching and/or other soil stabilization measures should be used to II existing finishes to remain that are affected by adjacent demolition work Match A protect exposed soil areas. Restoration of grass, shrubs, or other plantings and' of 5, colors, etc. to the satisfaction of the Architect/Owner/Client. CHAPTER 236 DATE tree damage should be accomplished in accordance with good horticultural practice, s� STANDARD S'l'OftMWA'PEft DETAILS AP?LIGAN[- _. � .. ..---•- - -----_- .- --- -•_^ _.. ,,��-•- '--- -._.-- ----_ _.•___ � t �„ .as 1 y�ol�� Drawing � SW-01 PHYSICAL �,� i 6� d 1 ��t'^, i � M � i f ,c ± M. �`R EFFECTIVE:9/17/13 ADDRESS y } .{y.--s-.. ..nr j>�... .-.. _ ...f — _ .j} jam{4(! - `,.1Z �'. t,n�+ 'V 1 �� 7.r �...'tJ'�-+1',.,3� iZ � 1 7 'iYyti•f'l..•..1��ue 3 �� _ .. _. -...__..-_...-__•___.._ ,. ._....—....—_ ._ -_ i tY .. r, 561 _ - W�',i1 �? ...+l l ` 7 � 1 Y `• - - NG. _ _ ' FLOW 1 REiNE. GONC `'"1��j �'; ', I#« ,'4' � i�. 0Qof-, ��I�?w,• �_�i�n DOME _ , , l A. EO =13 » m REIN. GO �' '�" 1 �` C/? X :2 LO"! L(D . t�� m NG. STORM `�' f 1 t.,tr `JAI �.� r, SLOPE _ II lel E13 E13 o �J k # '` _ r a BEDDING DETAIL (� m � �-vV,; ! 1-�` � f^'•F 1 E r•' 4=,;a+'t t�1 4-�'`f".•\ { Fit •r....s� � "rR y,J-..�; m L=33 ♦� m ' m r—n O r-1 m 1:�A ^: d� -fir �•� -� l �3 I ''�. 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'"� Q.. ,�' is:-.' - :� �. .,,.�, �r,. <„d 4, t` - -`�� ' 45 + R St F'RPvORY - TIN ;5-D PLAN 65 Al u P,� — :� �. _ :• I L 2 �TLON. � e >r � °pCc�Pr� IND. OF } -SITE- - P L SI _C4 A�. III ! .I LcT'5 3,00 + 5,091 512j 2,04 h- 6R65 83qj73 3, 54 FI=T, - -- N6 ..0 P P�_R _L;1WEL #, L IV I N& SIS e: (1 + rooF DE61< (7( I F (a 'FF.) PRO PO��D AD 0(-r1 ON® U PR LSV 5 L. �� v �� + C�PVe; ReD P�R 6 H -(+5,.0 :5I rDE c.C3 2 L.UT GoV 71_x.S -t, _ 15.J t ,_t2..+__5t�eo +. I bf 44 + .2 3(0,a �° 45,o t 3r2 10 275 7 5, r, _ - PRO PeRT-( 15 1 L.O�)p WQ, E" VA\Lr UM e f X06 �: �� 571 000. 50' MIN. BUT SUFFICIENT TO KEEP � p 1•�+G�1 1 I }/�,►��)`�j)J 1./�-I Vj1 /^ti�./ 1 v V p00p, ( /c/,►�+ _ SEDIMENT ON SITE VA(.us s 1 1AY BAIL AND/OR SILT FENCING t �J ii 1.AU 5 L G✓ DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before 6 � Backfill, OR Provide Engineer's Certification 0 AST^y Z_ pOW o N that the drainage has been installed to Code. ON EC:, U }D -- '- ^- -- ' - - a H c< ley EROSION&SEDIMENT CONTROLS APPROVAL OF STOkMWATER MANAGEMENT coozU rr C-0 Shall include but not be limited to: E, D A well maintained Construction Entrance, CONTROL PLI�N - ow CodeWire Backed Silt Fencing,stabilization & Date: CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED l.'.� Approved by: 3/4'STONE BLEND OR NY STATE D O T APPROVED RCA N • . Seeding of exposed and/or inactive soils. FILL 7018'(M..)ABOVE EXIST ING GRADE FOR DRAINAGE PLAN VIEW b0 EXISTING GRADE - Z PROPOSED ALTERATION AND ADDITION TO: CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED r.1Z 3/4'STO'(M..)DORNY STATE DOTAPPR DRAINAGE THE CORITSIDIS RESIDENCE FILL 7018'(M ENDORABOVE EXIST TE DOT APOR D0.AINAGE M '{/ (� r h4 ^ I �I(( r1 {. 1800 CEDAR BEACH ROAD � I CROSS SECTION SOUTHOLD, NEW YORK 11971 U RY CONSTRUCTION ENTRANCE pY n O - - - ,Oyl/)OS �O�h SCALE NTS U3 Ii.?✓Tr.~"si.£w�'./`rl V F w eY CHRISTINE BRYSON — ARCHITECT ` � �' P.0. BOX 7455 WANTAGH, NEW YORK 11793 631-241-6506 10.50 X 10.30 X 10.00 X 9.80 X 9.60 X 9.30 X 9.00 X 9.00 X 8.80 X 8.50 X 8.30 X 8.00 X 7.80 X 7.60 X 7.00 X 6.50 X 6.30 X 6.00 X 5.90 X 580 X 5.70' X 5.60 X 5.50 X 5.40 X 5.30 30 X 5.30 X 5.30 X 5.30 X 5.30 X 5.30 X 5.35 X 5.35 X 5.35 X 5.35 X 5.35 X 5.35 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.40 X 5.45 X 5.45 X 5.45 X 5.50 X 5.50 X 5.50 X --55Q__ X 5.50 X - --- -- - - -- --- - -- 5.55 X 5.55 X 5.55 X 5.55 X 5.55 X 5.60 X 5.60 X 5.60 X 5.60 X 5.60 X ® � 5.60 X 5.60 X C 5.60 X � I 5.60 X 5.60 X ® � CD117-11 5.60 X d N 5.60 X ® 5 5.60 X 5.60 X 5.60 X 5.60 X 560 X 560 X 5.60 X 560 X 5.70 X 5.70 X 5.70 X 5.70 X 5.80 X 5.80 X 5.80 X 5.90 X 6.00 X 6.10 X 6.20 X 6.40 X 6.60 X 6.80 X 7.00 X 7.00 X 7.00 73 X 1823.10 206 88 118 8.85 Is Average grade elevation at perimeter of house 1) The average linear grade of 8.85'surrounding the Difference between the Existing First Floor Elevation 14.4 house is 5.55'below the first floor at 14 4'meeting the and the Average Grade Elevation at the perimeter of the requirements of less than 6'below the first floor.Meets 14 4-8.85 equals 5.55 house 8.85 code for 1 story not 2 story existing. 2)More than 50%of the surrounding grade at the house is �} leu than 6'-0"below the first floor at 14.4'.Meets code for l/a 0.42 Percentage of adjacent grade elevations that are 6'below the First Floor 1 story not 2 story existing. 11 0.57 Percentage of adjacent grade elevations that are 6'above the First Floor Elevation Feet <8.4' >8.4' 720 X 7.30 X 7.50 X 7.70 X 7.80 X 840 X 8.80 X 9.00 X 9.10 X 9.20 X 9.20 X 9.30 X 9.40 X 9.40 X 9.50 X 955 X 9.60 X 9.65 X 9.70 X 9.70 X 975 X 9.80 X 10.20 X 1040 X 10.60 X 11.00 X 11.00 x 11.20 x 11.40 x 11_40 30 X 11.40 X 11.40 X 11.40 X 11.30 X 11.30 X 11.30 X 11.30 X 11.20 X 11.20 X 11.20 X 11.00 X 11.20 X 11.40 X 11.60 X 11.60 X 11.70 X 11.80 X 11.90 X 12.10 X 12.10 X 1210 X 12.20 X 12.20 X 12.20 X 1220 X 12.20 X 12.30 X 12.30 X 12.30 X 12.30 X 12.40 X 12.40 X 12.50 X i 12.50 X ` 12.50 X 12.55 X 12.60 X p�1r 1260 X 12.60 X 12.60 X - 12.60 X s+ 12.65 X 12.65 X 12.65 X 12.70 X 12.70 x n ; 12.70 x 12.70 x 12.70 x 12.75 x 12.75 x 12.75 x 12.80 x 12.80 x 12.70 x 12.60 X 12.50 X 12.40 X 12.20 X 12.00 X 11.90 X 11.80 X 11.80 X 11.70 X 11.70 X 11.60 X 11.60 X 11.50 X 11.50 X 11.40 X 11.40 X 11.40 X 11_40 73 X 11.40 X 11.30 X 11.20 X 11.00 X 10.80 X ' REScheck Software Version 4.6.2 f Compliance Certificate Project Coritsidis Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent-, Designer/Contractor: 1800 Cedar Beach Road The Coritsidis Residence Christine Bryson,Architect Southold, NY 11971 P.O. Box 7455 Wantagh, NY 11793 631-241-6506 Compliance:�Passes using UIA trade-off Compliance: 17.8%Better Than Code Maximum UA: .107 Your UA- 88 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 100 26.0 0.0 0.039 4 Ceiling 2: Cathedral Ceiling 170 26.0 0.0 0.039 7 Wall 1:Wood Frame, 16" D.C. 664 13.0 5.0 0.057 31 Window 1: Wood Frame:Double Pane with Low-E 67 0.320 21 Door 1: Glass 50 0.320 16 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 270 30.0 0.0 0.033 9 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 'een designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. a d co ply with the mandatory requirements listed in the RE Eh ck Ins ection C st �f /� . : (-,y ) r)i /. 01) Name- I Itle Signa ure w Date / ° "0/y We fl g 5 , � Project Title: Coritsidis Residence Report date: 12/08/15 Data filename: C:\Users\brysonc\Documents\REScheck\Coritsidis.rck Pagel of 6 REScheck Software Version 4.6.2 t C�(j Inspection Checklist { Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.lD 103.2 ;Construction drawings and ❑Complies �rr. c.y #,d,E.�iarsw,• ,'iat`r ' sm '..I I PRl ' documentation sufficient) y 1� s�kc ❑Does Not v demonstrates energycode f rr :complianceg ❑Not Observable I for the building ;�•,� ��. �. .k�, � �i�� € '. , i Tx, off, �,.. f"�__ 1 envelo pe. j (�*,' q g ❑Not Applicable p .?k '_I `4i.�.SF.9+" 'l:�i'.�4c yii.{:Fsf�tly�s.�.;M::�-... I 103.2, lConstruction drawings and , ., �y s j❑Complies 403.7 documentation sufficient) . '4+: �ffl :, 'I Y .' ❑Does Not [PR3]1 ;demonstrates energy code I�Sti mss.. , ` :.:i�,: '; Not Observable compliance for lighting and #� !mechanical systems.Systems ❑Not Applicable ;serving multiple dwelling units ,+ �4- must demonstrate compliance !with the commercial code. 403.6 Heating and cooling equipment is: Heating: Heating: ;❑Complies [PR2]2 sized per ACCA Manual S based I Btu/hr I Btu/hr U❑Does Not on loads per ACCA Manual j or ; Cooling: Cooling:' 1❑Not Observable i other approved methods. Btu/hr Btu/hr ;❑Not Applicable ! I I I I I I I I I I I I I Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Coritsidis Residence Report date: 12/08/15 Data filename: C:\Users\brysonc\Documents\REScheck\Coritsidis.rck Page 2 of 6 '�Sectioo.s #`• ,t ''4`; ` ;`1 Foundation.lnspection. _ Complies? Comments/Assumptions & Req:ID;, , Exposed foundation insulation ,❑Complies (F011•]2- protection. UDoes Not 7 ;❑Not Observable ❑Not Applicable 403:8'- ' Snow melt controls. ;❑Comp lies ; CF012]? UDoes Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: Coritsidis Residence Report date: 12/08/15 Data filename: C:\Users\brysonc\Documents\REScheck\Coritsidis.rck Page 3 of 6 Section ,< ; 9/ 9 p Plans Verified Field 1%erified 4 Complie§?§ Comments/Assumptions. # . ,,Framin Rou 44n Ins ection' :Value. , _ Value rY ` { 402.4.4 ;Fenestration that is not site built I ❑Complies [FR20]1 hs listed and labeled as meeting ` ❑Does Not AAM DMA SA 101/1.1 2 A44 C 0 1.5. 0 I A/W / / / U `or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ; ❑Not Applicable ,limits. 402-.4:5 IC-rated recessed lighting fixtures ; I❑Complies [FR-16]2, 'isealed at housing/interiorfinish ❑Does Not ;and labeled to indicate<= 2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ; ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not building cavities used as return ducts are sealed. ❑Not Observable � 1 ❑Not Applicable 403.2.3 1 Building cavities are not used as ; ❑Complies ; [FR15]3 !ducts or plenums. ❑Does Not LJ ❑Not Observable ; j ❑Not Applicable HVAC piping conveying fluids ; R- R- ;[]Complies [FR14711?" above 105 °F or chilled fluids ; ; ; ❑Does Not , below 55 -F are insulated to R-3. ;❑Not Observable �s >,•,E ;❑Not Applicable 4034 •=-:. Circulating service hot water ; R- R- ;❑Complies ; [FR18]? 11 pipes are insulated to R-2. ;❑Does Not ;❑Not Observable "d ;❑Not Applicable r.'J'Automatic or gravity dampers are ; ❑Complies ; installed on all outdoor air_ ❑Does Not intakes and exhausts. ' ; ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Coritsidis Residence Report date: 12/08/15 Data filename: C:\Users\brysonc\Documents\REScheck\Coritsidis.rck Page 4 of 6 Section # Y'a-1--: ,.` Insulation Inspection Complies? Comments/Assumptions . 303a-�"t; i All installed insulation labeled or ;❑Complies ; [IN13]2; '`installed R-values provided. ;E]Does Not ;❑Not Observable; E ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 1,2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Coritsidis=Residence Report date: 12/08/15 Data filename: C:\Users\brysonc\Documents\REScheck\Coritsidis.rck Page 5 of 6 Section : . Plans Verified Field;Verified # ,Final Inspection'Provisions Value —Value , Complies. Comments/Assumptions; `&'RegtlD r 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = !❑Complies 402.4.2.1 !verified by blower door test result! :❑Does Not [FI17]1 !of<7 ACH at 50 Pa.This v ;requirement may instead be met j !❑Not Observable `via visual inspection, in which i ;❑Not Applicable ; case verification may need to ,occur during Insulation ! I Inspection. ! 403.2.2 ;,Duct tightness via post- cfm cfm ;❑Complies [FI4]1 !construction with maximum ! E❑Does Not !leakage of 8 cfm to outdoors, or 12 cfm across systems. For ❑Not Observable !rough-in tests,verification may ;❑Not Applicable ; ;need to occur during Framing ;Inspection,with maximum ! ! !leakage of 6 cfm across systems ! ! ;and 4 cfm without air handler. 403:1.1. %1 Programmable thermostats ! ❑Complies [F..19]? `installed on forced air furnaces. '❑Does Not ❑Not Observable ❑Not Applicable 40361:2. s'Heat pump thermostat installed ❑Complies [FITOjz{'" on heat pumps. ❑Does Not , .t „ ! ❑Not Observable ❑Not Applicable Circulating service hot water ❑Complies ; [FI,11j? °r,j. systems have automatic or ❑Does Not !accessible manual controls. ! ❑Not Observable ! ❑Not Applicable 40113 ':,Compliance certificate posted. SEPAW ❑Complies [F17;]? ❑Does Not ;ry ❑Not Observable ❑Not Applicable , 303.3 . ;Manufacturer manuals for ❑Complies [FI18]3' mechanical and water heating ❑Does Not !equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) "3 Low Impact(Tier 3) Project Title: Coritsidis Residence Report date: 12/08/15 Data filename: C:\Users\brysonc\Documents\REScheck\Coritsidis.rck Page 6 of 6 L-L 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 26.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.32 Door 0.32 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments 37 s s �7 q ti I cp M`yUNI DBE4% ^^O \\\ M,qp) •00 N 88027'40" E 157.50 `\ TAX LOT to 003.000 I ENOL ppRrl��, \\\\\`�, �O � 1440 U D N x° �'R�`�SIN , � \ op �0 �r plg \ \\ Op TAX LOT ` sot"N DJ 0. 005.001 i!/ \\\\ \\\\ O 14N��SRS ED 5?05 \ 04 �QO oo \\� \\ \\\\ 2g \ b00 �ING \ \��\ \` ' °Cy 0oD Rq zpOD kq y¢MP O —FENCE �r�l,slk \ �1j OO• 0.2W Aroo n'J py 1/r A0pD D rSTgps / 5e•O O�•,I HI�y`h �4� AP�RI'TE ,/6 • FENCE (\_ l / o. �yA ON i c, 1.28 • p / ti 1 I. X01 vn %G''?'��N i� •� FENCE ,r / 9/ \L i •'0y ,tij.�F,O.!i�"'�'�'` c�Oy �O. 0.4E / II\ \ • 1� �?o�f o0 n��i r FENCE— 0.4E I 1 \ q•-\o,l , O •m a �/ I 9'' p ti° r'' • Mggpn MON, 6'+1/co., SHED o9�'�' _ • 1�p0�.� 78 SHED' 1.18 SHED u P O OO ��4 ovQ� //' PGCE f'Z'f 0.48 O 4��•��U I / ��%f I 1~/, I `��A 100 f .l �s'G�v C) ,:t FENCE ——— 0.2E FENCE `\, �� 04 0.1 3.9N FENCE -- I• FENCE 2.08 0. 2.7S p 1.78 FENCE US a RAMP s.B�A, IR9yR r O FENCE— C 7.3S IRT p• eo !y nJ O WIP,F FENCE FEN E— F m• �'C��j� 1�'0 O 0 E 1 e50f�1 L,u L� r O 0.5N Oy R3,3f s pgED l 0.18 NOTE: •ELEVATIONS IN NAVD88. PROPERTY INFORMATION: DRAWING INFORMATION: T.L. 003.000: 20,000.00 Sq.Ft. = 0.46 AC. SCALE: 1"=40' LISA McQUILKIN SURVEY OF LOTS 25 & 28, T.L. 005.001: 69,813.26 Sq.Ft. = 1.60 AC. DRAWN BY: R.K.H. + LAND SURVEYING + AS SHOWN ON SUBDIVISION MAP OF TOTAL AREA: 89,813.26 Sq.Ft. = 2.06 AC. FILE No.: Q476-14 CEDAR BEACH PARK DATE: JANUARY 5, 2015 -- - - CERTIFIED TO: ADD ELEVATIONS: JULY 1, 2015 274 EAST MAIN STREET FILED: DECEMBER 2 1 — MAP 90 EAST ISLIP, N.Y. 11730 AT SOUTHOLD, TOWNO OF SOUTHOLD, GEORGE CORITSIDIS & DEBRA CORITSIDIS TEL: 631-277-3605 SUFFOLK COUNTY, NEW YORK CORE TITLE SERVICES — CORE20396 FAX: 631-277-3906 SCTM: 1000-089.00-02.00-003.000 & 005.001 FIDELITY NATIONAL TITLE INSURANCE CO. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY YAP NOT BEARING TBE LAND SURVEYORS INKED OR EMBOSSED SEAL ARE NOT CONSIDERED TO BE A TRUE VALID COPY.DISTANCE:I SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PERPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO TILE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1800 CEDAR BEACH ROAD, SOUTHOLD Q476- 14 0 1 oQ I S 660 �0'y w moo i � k CO I OZ - �,a X00 00 I i\N � � N 88027'40" E 157.50 i , \ , I TAR LOT pp'E _ ♦ 003.000 . � I Y Cb N %�20,,66 .� r 4w ♦/ \ \ o r�0�►'op�AT�R ASIS 0.35 r \N♦, \ ^�O \app 2i/ L♦/ TAR LOT r \ \ T,D� ♦ �� p0 — ' f 005.001 \ ` 04q �, ♦,\ O F Q 00°2Z \ / � O' O• 'loop k pBI ;Z'L 0 �y� / d \ �O°p\ \ Vol (� Q FENCE h%e X00 —to okpS c 5B ,� -`3l pBCX ONO �� ;� 1 I \ yy \ FENCE ,10 0.4E �o j s� \Y\ ��ti♦� 12 FENCEOAK ♦O' / 1 \ 6\ � `U o0 � vLf t ON p I 1 I\ / x o1 klo lb ♦ 1 10'�" 2q ky, 4, f♦4/• ' I/ o`' ro/°pRORA�vgy' ♦,4hO! C+P �O�,P ��' h!O//�\ 0 9 ♦♦ fh SHF.SHED A 0. 9 ♦ �` p f o p \\♦� �0�0 Tp y SHED 0o Q ♦/h / j i /♦ \1 J .� f o% 0.411 O 4� 4' r O I � 00 r� 6 I I ♦�♦�` 00 �O�� 0 � �, `� / I Z`♦�O ♦♦i/ tion �OOdl b o B FENCE ♦♦ ♦ ��\ j( '�i�♦� ♦f JOS 0.2E 11♦ � cv O FENCE /♦♦�' �'♦♦� \ ♦♦ A 3.9E FENCE 11 — �� ` FENCE � 2.OM T 2.75 ♦tio p 11 \.7W JO FENCE`�T US l Y � ♦♦ \ 6'6'0 ` �,00p \ � "'^r•P X12— Jr �Q 9�y�� X�E ♦�ti ror �O ♦R' � � _ S EO ror♦�� JAS ��L �J2 FENCE MS O�C�j ARE Fg CA f ♦ry5 SHEDy' 0.5Eq�, (es 'OO FENCE eft z 0.5N ON. 33880 AO 0.1R NOTE: •ELEVATIONS IN NAVD88. PROPERTY INFORMATION: DRAWING INFORMATION: k of NL'tti T.L. 003.000: 20,000.00 Sq.Ft" = 0.46 AC. SCALE: 1"=40' �P� �j"G.M� yo LISA McQUILKIN TOPOGRAPHICAL SURVEY OF LOTS 25 & 28, T.L. 005.001: 69,813.26 Sq.FL = 1.60 AC. DRAWN BY: R.K.H. PG \ TOTAL AREA: 89,813.26 Sq.Ft. = 2.06 AC. FILE No.: Q476-14 + LAND SURVEYING + AS SHOWN ON SUBDIVISION MAP OF DATE: JANUARY 5, 2015 w - _-- - _ CEDAR BEACH PARK CERTIFIED TO: ADD ELEVATIONS: JULY 1, 2015 * * FILED: DECEMBER 20, 1927 - MAP No: 90 ,,.. 274 EAST MAIN STREET ELEVATIONS-TOPOGRAPHY: APRIL 12, 2016 a EAST ISLIP, N.Y. 11730 AT SOUTHOLD, TOWN OF SOUTHOLD, GEORGE CORITSIDIS & DEBRA CORIISIDIS TEL: 631-277-360SUFFOLK COUNTY, NEW YORK 5 CORE TITLE SERVICES - CORE20896 `� so2 � yon FAX: 631-277-3905 SCTM: 1000-089.00-02.00-003.000 & 005.001 FIDELITY NATIONAL TITLE INSURANCE CO. Fp L q�j p Su��F UNAUTHORM ALTERATION OR ADDITION TO THIS SURM IS A TIOUTION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION UW.COPIES OF THS SURVEY WP NOT DEA=G'?fflr"1.AND SORFSFORS IN®OR NMOSSEM SEAL ARE NOT CONSIDEM TO BE A TRUE VALID COPY.DISTANCES SHOWN FROM PROPERTY uNES TO EESfING STRUCTURES ARE FOR A SPECRIC PUmSE AND USB,AND ARE NOT U mED TO GOIRB IN THE RUCTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICT®HEREON SHM RUN ONLY TO THE PERSON FOR WHOM THE SURVEY S PERPARRO AND ON RIS BEHALF,TO THE COMPANY OR AGENCDIS LLSTED HEREON AND TO THE ASSICNHRS OF THE LENDING MSTMMON.CERTIFICATIONS ARE NOT TRANSFERABLE TO WDITION9 INSTITUTIONS OR SUBSEQUENT OWNERS. 1800 CEDAR BEACH ROAD, SOUTHOLD Q476- 14 S 537 660 47 ► s; has"'� ,,, 00 0 I 0 N 88027940"�E 157. 0 I :� •� ;� ► of 1 TAX LOT p�8 \ 003.000 \ I ti EB 6oSURCEOP 6ga��; � aeo E .� � �\ \z5 � w � � f \ •�.� O AT�j��_S�' 0 p0 2 � \�� °/ R,ti/ TAX LOT \ s 04l0�) 03S �\ `\�' \O _ i2 1 005.001 \ ` +K/J Jul"\ 'R ,6D 011, �0 J� d r ? \ FL0 000- \\\ 2B \\ \\ Ao ROOD�Ck *0 oD O FENCE h0 9y� — a r,71.6 �F B4O• 0 0.28— -- 'h�C °j� �\ ��j \\ \\o\ lb moo) 0,0 v 1 r i7 —Aoop fps *�� DE VCR E .�— .� \ FExcE \ a �/ _oO o?\ IRcNUir o2iG> gpRoN ��h6/ I \ ----1.2e �� ? IQ FENCE � / � \� Jy/�ti�•' '�t�'� %� ff � • \ dz .�G' 0.4E Iz` PENCE E ti`L/\1•oy 11 � \°�y \n`q`U ti`I�� s��C" ,ygSo RY � � °j• \ SHED \s O DR 9�E1 �ti H�'y .� SHE0. D \ / 9Y \`' �'� o�y �,j �e S0.0 HED SIZED lb cv �- .04 CID FENCE 9 \ \ 0.2E \\ \\ �� \ ti° �.9 FENCE \9 `\ �'/ti\� \f \ FENCE 3.9N \ FENCE \ 2.OW o ti� . 2.75 0 ~ 11 1.78 !p FENCE 6.3S 1� 1 �\ �60Aoo\2` \ "WpD 2p SBLE'•.ti S� 6~ �' Q i 0 FENCE J 0R 7.35 FENCg ~SHED 0.5E ARD 1�0 00 ENC 0 yEp (So ftEI�gNL� N g6 9.18 0 NOTE: •ELEVATIONS IN NAVD88. PROPERTY INFORMATION: DRAWING INFORMATION: ��;�� O F NFA T.L. 003.000: 20,000.00 Sq.FL = 0.46 AC. SCALE: 1"=40' `� ��`�H c.M� LISA McQUILKIN TOPOGRAPHICAL SURVEY OF LOTS 25 & 28, T.I. 005.001: 69,813.26 Sq.FL = 1.60 AC. DRAWN BY: R.K.H. %I �ti . `a , Q AS SHOWN ON SUBDIVISION MAP OF TOTAL, AREA: 89,813.26 Sq.FL = 2.06 AC. FILE No.: Q476-14 A. *. 1 LAND SURVEYING CEDAR BEACH PARK DATE: JANUARY 5, 2015FILED: DECEMBER 20, 1927 — MAP No: 90 z a - ,, �/ I ) 274 EAST MAIN STREET CERTIFIED TO: ADD ELEVATIONS: JULY 1, 2015 �� AT SOUTHOLD, TOWN OF SOUTHOLD, ELEVATIONS—TOPOGRAPHY: APRIL 12, 2016 f EAST ISLIP, N.Y. 11730 GEORGE CORITSIDIS & DEBRA CORITSIDIS TEL: 631-277-3605 SUFFOLK COUNTY, NEW YORK CORE TITLE SERVICES — CORE20896 s 0 2 y0� FAX: 631-277-3906 SCTM: 1000-089.00-02.00-003.000 & 005.001 FIDELITY NATIONAL TITLE INSURANCE CO. g ND SON N UNAUTILOR®AETSRATION OR ADDITION TO THIS SURVEY IS A TIOIATION IN SECTION 7209 OF THE NEW YORE SLATS EDUCATION GW.COPIES OF THIS SURVEY YAP NOT SHARING THE LAND SURVEYORS INKED OR EMBOSSED SSRI.ARE NOT CONSIDERED TO BE A TRUE YAHID COPY.DISTANCES SHOWN FROM PROPERTY LOBS TO®STING STRUCTURES ARE FOR A SPECMC PURPOSE AND USE,AND An NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER SIRUCTURSS.CERTIFICATION INDICTED HYMN SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PERPARED AND ON HIS EERAIR,TO THE COMPANY OR AGENCIES USTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSPERABIS TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1800 CEDAR BEACH ROAD, SOUTHOLD Q476- 14 OD p � 660 f h All 00 \ 0 N 8827'40" E 157.50 I ` \ TAR LOT I tIl 003.000 V01 1Y M Eel 'Al otJ A 660 9xBo k z5 w r 1 (Tp �4 520, ° • �� ;� ow r \\ \\ o� of �R �Il \ p / TAR LOT 1 lI`fg J B36 f ` --s r 005.001 \ �j 040) "0 \\ �`\\r • h \`\ \ \ \ Fl09T O 00— ` .� ` � � zB \ \ \ 9oop DJNC ! \ � \!—•( �• � %`` �`'� � \ \ ROOD °ck Q QOM pr _R IY41, "% // \ ��JYAj \ Q FENCE6 0.2W s oy i 0y ; 580 n*3!R!C�k 1p$ok /6^ �� , I ` FENCEFENCE " \� 10 CE Iz 0.4E ;\� � •�drrooD\ '�� BIc Ck 0�4' O� Q —�Of y SHED s S0.7n�5`v'C `� `tr6 I / ` �"�Y 5 ` ��cn��' ��•1 0°/j \ � HEb O \ y y �+L \\ f SHED�O� 200,0 ,�'�y (1 A° l �\ \ \� f 4 •°/r\�� 0.4n =��t •� —FENCE FENCE 0.213 ti � 3.9N \ FENCE ` FENCE 2.On CT 2.75 O , 1.711 !p \" FENCE US �"�� _12— \4j Ppl� R'4 FENCE "O OO 7.3S DR C E FENCE ~ D J FRA,_ �� O0 RCE— fl, (50ftQ �A 7�� 0.5N ON s?xsoflFD �1 O.In Bldg Dept copy from ZBA Final revlewgd doCuments ZBA Fll�! # c:(IVY Date' NOTE: •ELEVATIONS IN NAVD88. PROPERTY INFORMATION: DRAWING INFORMATION: •,,, ',,.....^`"' L' ` LISA McQUILKIN TOPOGRAPHICAL SURVEY OF LOTS 25 & 28, T.L. 003.000: 20,000.00 Sq-FL = 0.46 AC. SCALE: 1"=40' 11 G.. T.L. 005.001: 69,813.26 Sq.FL = 1.60 AC. DRAWN BY: R.K.H. ►" LAND SURVEYING AS SHOWN ON SUBDIVISION MAP OF TOTAL AREA: 89,813.26 Sq.FL = 2.06 AC. FILE No.: Q476-14 ' Jf'`'•.%-`" `, CEDAR BEACH PARK DATE: JANUARY 5, 2015 ' a CERTIFIED TO: ADD ELEVATIONS: JULY 1, 2015 -„f,, :,� � � 274 EAST MAIN STREET FILED: DECEMBER 20, 1927 - MAP No: 90 ELEVATIONS-TOPOGRAPHY: APRIL 12, 2016 � ,% w,; f EAST ISLIP, N.Y. 11730 AT SOUTHOLD, TOWN OF SOUTHOLD, GEORGE CORITSIDIS & DEBRA CORITSIDIS TEL: 631-277-3605 SUFFOLK COUNTY, NEW YORK CORE TITLE SERVICES - CORE20896FAX: 631-277-3906 SCTM: 1000-089.00-02.00-003.000 & 005.001 FIDELITY NATIONAL TITLE INSURANCE CO. Yµs 21t UNAUMOREW ALTERATION OB ADDITION TO THIS SURVEY IS A VIOLATION OF SECITON 7209 OF THE NEW YORE SATE EDUCATION LAW.COPIES OF THIS SURVEY YAP NOT BEARING THE LAND SORVRYORS IN®01 EYBOSSEI SEAL ARE NOT CONSIDERED TO BB A TRUE VAUdD COPY.DISTANCES SHOWN FROM PROPERTY LINES TO EXISTING STRUCTURES IBB FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERTIFICATION INDICISD HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PEBPARE)AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES I SIED HERON AND TO THE ASECNERS OF THE LENDING INS7MnMi.CXRTMCATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1800 CEDAR BEACH ROAD, SOUTHOLD Q476- 14 0 I S W pp• I �' cv 14f cz N 8827'40" E 157.5 f I TAR LOT tIl 0.1 , C 003.000 \\ o ' t� �l Y ��++ \vy�BDOD Not3 / �� N v�0 cb Ee9"'.0 /(DUly,T �' I�j 5�20 b. TAX LOT Off'S►� D� !Y �o 005.001 R LINE OF TIDAL WETLANDS -SEE NOTE- 00 OTE- N� C � � \ 9'P10A9' 2 Q No. \C ti/ �j� 2B 00 INC O_ ti y K �� y 9 No B ! A\C 0. 00 -t - 'maces/ p- 5 Op\ of DR �Y �� ' \iaD kap �\ s nO FENCE hyo /� _ / // / /\a1.6 164 \ i � / \\ yy\ f 20ft. f \ NON-TURF - o� Ir00\��`'� \\ �i �5,BUFFER \ \\ S7Epp CO n♦xs! DECx \\ �NCgEjE FENCE/ry o -0 yOo/ G� EO%��y \ 1.21f 10 FENCE a / a�/ \�2 1�?�ti? yd�oo PROPOSED `� ��- tt 0.4E \ I�1 ?�s��o .>��t> PROPOSED COVERED PORCH PLANTING \ ?O t� AREAWAY 7.Oa10.0 FENCE O• 1 2 0 % sSED--' ._\ t2, I \ Q6-� r t `� -w • i 6 PROPO _ 0.4E I 1 \ r O� ti/ iV e \F (/ADDITION o \ z9 0 ti 1 �OOD DEC s�- f%_ _ -8.0x2.0- s N• \ti 1 � 1 "WWOOD DECK 60 'e_o, oto t '� "� O 10.7x0.Oh ��,I ,/�� ! ti 5 SHED cw 1 �10i �o/� Cg o 00 p-_b�60 ti ti \e/ f 0.7N `sw� I I I y r DRItE 9Y111 ti ` SHED� � Z9 w " ' / �o/•�� 4,� \ 0° ' =�y L�GA� �.0 1d \y- - SHED e 4 e w� '� ' / !� ` �.1 \\"' 0 �'v-9� 6 � �\\ f PO �\ \g• �o 10 ;� a 0y 0.411 4 54 PROPOSED o��oo�`1a �!e_ `° \ i-STORY \ �' � o ADDITION FENCE FENCE IV \ \ 3.9N titi FENCE1��_ L FENCE 2.OW CI' 2.75 0 ill 1.7W rp FENCE 8.35 N�V 0 \ \ BOOP \ \ 'pl#p tiro X12- rr FENCE MS � Oj L�LT SEE FEN !j L �0.5E'y �4 FENCE pk4* �AIOQ SHED n 0.5N ro�50fl; Z "iN ; &Nrt . P o c-vt �[ 't L _7� Lo f6 lJ � 0 NOTES: •ELEVATIONS IN NAVD88. •TIDAL WETLAND DELINEATION BY G. JUST - JMO ENVIRONMENTAL CONSULTING, DATED OCTOBER 12, 2016 � _ PROPERTY INFORMATION: DRAWING INFORMATION: LOT COVERAGE: T.L. 003.000: 20,000.00 Sq.FL = 0.46 AC. SCALE: 1"=40' DRAWN BY: R.K.H. of N€�,.pLISA SURVEYING TOPOGRAPHICAL SURVEY OF LOTS 25 & 28, -NOTE: CALCULATIONS PER ARCHITECTS PLANS- T.L. 005.001: 69,813.26 Sq.FL = 1.60 AC. FILE No.: Q476-14 ��4�N sic b + LAND AS SHOWN ON SUBDIVISION MAP OF •OVERALL LOT AREA: 89,813.26 Sq.Ft. = 2.06 ACRES TOTAL AREA: 89,813.26 Sq.FL = 2.06 AC. DATE: JANUARY 5, 2015 �' �'' �'� CEDAR BEACH PARK •UPLAND AREA: 56,360.25 S .Ft. = 1.29 ACRES ADD ELEVATIONS: JULY 1, 2015 a i F� q FILED: DECEMBER 20, 1927 - MAP No: 90 EXISTING-LOWER LEVEL: GARAGE (718.8 Sq.FQ + WALK-OUT BASEMENT. (1,510.0 Sq.Ft.) CERTIFIED T0: ELEVATIONS-TOPOGRAPHY: APRIL 12, 2016 d 274 EAST MAIN STREET AT SOUTHOLD, TOWN OF SOUTHOLD, ( ( GEORGE CORITSIDIS & DEBRA CORITSIDIS LOCATE WETLAND FLAGS: OCTOBER 19, 2016 EAST ISLIP N.Y. 11730 EXISTING-UPPER LEVEL: LIVING SPACE 1,510.0 Sq.Ft.) + ROOF DECK 761.6 Sq.Ft.) ADD PROPOSED-ONLY: OCTOBER 27 2016 TEL: 631-277-3605 SUFFOLK COUNTY-, NEIrYORK PROPOSED ADDITION-LOWER LEVEL: (16.0 Sq.Ft.) + COVERED PORCH (74.0 Sq.Ft.) CORE TITLE SERVICES - CORE20896 ADD CALCULATIONS-ONLY: DECEMBER 8, 2016 yFAX: 631-277-3906 SCTM: 1000-089.00-02.00-003.000 & 005.001 PROPOSED ADDITION-UPPER LEVEL: (319.0 Sq.Ft.) + DECK (64.0 Sq.Ft.) + OBSERVATORY (136.0 Sq.Ft.) FIDELITY NATIONAL TITLE INSURANCE CO. ADD BUFFER-ONLY: JANUARY 13, 2017 \,s nQ 0,02 ��-�� •OVERALL LOT COVERAGE = 718.8 + 1,510.0 + 16.0 + 74.0 + 319.0 + 64.0 = 2,701.8 Sq.Ft. = 3% •UPLAND LOT COVERAGE = 718.8 + 1,510.0 + 16.0 + 74.0 + 319.0 + 64.0 = 2,701.8 Sq.Ft. = 4.79% UNAUTHORTABD ALTERATION OR ADDMON TO THIS SURVEY IS A WOUTION OF SIMON 7209 Or THE NEW YOU STATE EDUCAMON LAW.COPM OF THIN SURVKY NO NOT BE MG THE LAND SURVEYORS D7%BD OB EMBOSSED SEAT.ARE NOT CONSIDERED TO BE A TRUE VAUD COPY.DISTANCES SHOWN FROM PROPERTY IENBS TO®STING STRUCTURES ARB FOR A SPECIFIC PURPOSE AND USE,AND ARE NOT WMMED TO COME IN THE ERECTION OF FENCES OR OTHER STRUCTURES.CERHFTCATION INDICTED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PERPARED AND ON HIS BEHALF,TO THE COMPANY OR AGENCIES LISTED HEREON AND TO THE ASSfGNEBS OF THE LENDING INSITTUTION.MTMCA71ONS ARE NOT TRANSFERABLE TO ADDTTHINAL IN31TMONS OR SUBSEQUENT OWNERS. 1800 CEDAR BEACH ROAD, SOUTHOLD Q476- 14 DEMOLITION NOTES (IF APPLICA15LE) 18'-0"M V. C.to C. 1. Demolition work shall be clone in strict conformance with local, state and federal regulations, 13. Provide all necessary temporary supports as may be required prior to the installation of new structural elements required lo� the demolition work shown hereon. an Including all permits andutilits cut-offs. GRADE 14, Thee sprinkler installation shall be protected from damage during demolition 2. Perform all demolition work in accordance with the regulations of AN51N-�PA 241-le-15, U, LU 4ufred bq local municipalit buildinci construction and demolition operations or a5 re _q. operations. . 2:U. ed to protect the workmen. 15, Ar� and all conditions not shown hereon and uncovered in the field shall be brought to the -.7 6"MI 3. Provide all temporary barricades,railing, lighting, etc. requIr attention of the Architect immediatel�, prior to any action involving same. Owner's/Client's persorml and all others from inquiry clue to the demolition work. Provide I(o. All existing elements to remain shall be protected during demolition, Free and safe passage 0/ or persons to and from areas and facilities which are to remain. Provide watchmen as required. 11. Buildings, structures, or other facilities to be demolished should be removed to 3' below or heat - so as to maintain all work,materials, equipment arid Fixtures free from damages. Fixtures before commencing actual demolition. libere cranes are used For demolition, a 4. The C Finished grades. It is good practice to remove all glass In windows, doors, skylights, and PERSPECTIVE VIEW Contractor shall at all times provide protection against weather - rain wind, storms, Frost Repair an clamaeeto propertS of the Owner/Client which is to remain in me, or that of an safety zone should be provided around the demolition area. hi� me of explosives in /V-7- 36" MINIMUM 2 x 2 41 0 person, or persons on or off the site r sed the demolition work without additional demolition operations must have the prior approval of appropriate local governmental FENCE au. expense to the owner, individuals, trained and experienced in the use of explosives For this type or work. Unusable Floors slabs or structures that will remain after demolition must be broken up to permit WOVEN WIRE FENCE N 6ef 2 7'qo 1:- 157, 5. Perform the demolition work in such a manner as to prevent Fires. Remove all accumulated drainage infiltration. Remaining basement openings should be Filled to facilitate drainage and (6 x 6 - 10/10 WWF) debris,promptly. Disposal by burning will not be permitted on site. All debris shall be A preclude pondine and erosion. FILTER CLOTH ------- disposed of in a legal workman-like manner. CD Lr 6. All salvageable materials and equipment including Fixtures, Furnishings and decor items shall 18. It is essential to maintain safet� and cleanliness during demolition and site work. Throughout 'A DRYA D"5 t3_ be stored and protected demolition and site work, dust control and other measures to minimize air and/or noise from damage until the Owner/Client determines the course of action to be taken with same. pollution and/or litter should conform to applicable government standards. Precautions EMBED FILTER CLOTH N, 1. Protect and maintain existing utility lines which are to remain in service in such a maroff as should be taken to prevent concrete or mortar washings, sand, grit, dust or any other foreign MIN. 6" INTO GROUND ✓ 1-1 ,,, N, ax 1:5-T,I NI& WA75P, to avoid interruption of these lines. Cap all utility lines terminated b� the demolition work in M I M-160!5,r materials that would cause clogging from entering sewers or drain lines. Air pollution and a manner approved by the governmental authorities and utility noise levels should not exceed maximum measured and accepted in adjacent neighborhoods 4 /41 e fPP 6 KNVr,:-L M�,JA GM DE W companies having jurisdiction. �;RIVEUIP\y 8. All existing ductwork, electrical equipment,etc, in areas to be demolished514 7��/14Z 'co le 1-21-15 shall protected 11 be prot te and the community. NOTE: MAXIMUM DRAINAGE AREA NATIVE F and relocated as required according to field conditions. 1/2 ACRE 100 LINEAR FEET /VC /V e propert� and roads which are damaged during demolition should be qufckl� s where demolition work is being performed and 9. Provide dust-tight partitions between area. 113 Public or privat MULIC44/rRAV5L 0\1 lEr, 12" De�_-P restored to a condition at least equal in both service function and lire expectancy to the areas which are finished or in use. SECTION DETAIL 00 F PA1- facilitS provided, for the protection or life,health, and property must be fully repaired to -0 P5QI) 0 I- W 10. Leave each area broom clean upon completion of work each day. operation restore ion quickiy. likere necessary, unpaved areas should be graded to match WOOD + 1%if 11. Remove all interior Finishes clown to the exposed framing throughout and prepare the existing existing grades at the construction area boundaries to preclude drainage problems. SILT FENCE DETAILS "P SCALE:NTS surface for application of new finishes as selected by Architect/Owner/ Temporary seeding,mulching and/or other soil stabilization measures should be used to 0 12. Patch all existing Finishes to remain that are affected IbS adjacent demolition work. Match protect exposed soil areas. Restoration of grass, shrubs, or other plantings and repair or DATE Q materials, colors, etc. to the satisfaction of the Architect/Owner/Client. tree damage should be accomplished in accordance with good horticultural practice. CHAPTER 236 Client. F�J,��--J �_x 15 w0m) STANHA110 STURIMATE11 DETAILS \+ - o SCT M 0 PRDPO.:�� 5TORM C�RA 0 LCO FR L FV F1, (10 F) ADDRESS Drawing # : SI-01 PHYSICAL or-40)�5 C-, co4. r:X I OT K 00 D 156 K�-\E�,,V F- (7 61 VE:9/17/13 ig EFFECTI • �-.XI 0Wt--5T0RY FRAMe RE,51CP�)� PR0100 4t D —STORY CRADE en OLrr aA5 EM E9T 0 INI Iq .0 skf) 0 t W OS,FA,FLR,) 4 X Z < (ul IN- FLOW ._T-1\r_L0CATe ol�F_NIA�ZL) I REINF. GONG. 50LID [ DOME X Cn Z_ )JI REINS. GONG. STORM P 4" VERTICALD�'� /�� RH0 S,r. G 'i \/i ArC13I DRAIN RINC, SLOPE FACEPE .� L �If X -I X PROPo5VD I GTOSY 11 �_IRIVEQAY V� 4-A" Cil 1� - . r _, - ,' '►112/ + f�01�1�'-It?N �►�,o �, i= ) M BEDDINGvDETAIL 'T' m lid Ell Ell M ANGLE FIRST STAKE TOWARD �x 15T, 55 PTI o 57 y T 4- PREVIOUSLY LAID BALE. M co MP TO FLOW o a= CEI 2 vo /> Co 0 r GRAVEL 4 SAND > 0 A) EX15T, 15HUt) ED A a 06,2, BOUND HAY BALES I IMPERVIOUS 1;3 15 11 PLACED ON CONTOUR I 501L 2 RE 'STEEL PICKETS OR -BARS: I 2"x 2"STAKES 1.5'to 2' IN GROUND. APIMO%IED AS tMllll DRIVE STAKES FLUSH WITH TOP OF 5EGTION HAY BALES. KJJ I DATE: LI B.P.#_ ANCHORING DETAIL 1- PL A\�) FE 40 BY: F-iSEUIL- -NO I - ILDING D'EPAMH MENT AT Lo STRAW BALE DIKE DETAILS 765-1802 8 AM TO 4 Int,, FOR TH F FOLLOWING IN1,SR- SCALE:NTS ECTIOINS: 1. FOUNDATION - TWO REQUI�,�,-D N�-T, DATE FOR POURED CONCP,1711 %1FFo4/r CHAPTER 236 2. ROLJIG1J - FRAMI & STANDARD ST0011WATER DETAILS AI`PLJCANr 5,C ', 1000 81 2. LC'T�5 '3.00 + 5,601 3. INSULATION o c L0- 5 5 1\4R65 :z 07)7� 3, 6 'A .FT, 4. FINAL - CONSTRUCTION MUS�l PG COMPLETE FO!"i C.O. Drawing # : SW 02 I'JIIYSICAL EX 15-rl W6 U9WER LL-V/ L (eARA6�- hl 6. 0 WALI�-C)U-r ALL CONSTRUCTION SHALL IMELET THE rE7 F EM ADFRESS REQUIREMENTS OF THE CODES OF NEW L. VEL. L I V I N& 5PA6 I ro 10, 0 5, I'WF DE-61< 7(- 1 , (�p 5,fv,) YORK STATE. NOT REST ONSDLE FOR r::X 1�� UPP 1\DDI 7 16)N- LOW r-_R I., DESIGN OR CONSTRUCTION ERRORS. P R()R9 15r,D , E V E L & 0 5, V��_KL D; PO P 6H (74t.0' 5,. F:, ) C��Q r.) ADr,)(-r 100- UP?F�,R LXV�-� L (30,0 L,F) t2f!�Cl< (6+0 5,t) OP55 RVA LCT 60V F?,A6o E 1 95 t 1510.0 + 16P 0 + 71f 0 + 3 0 (o4.0 2.70 1 , 0) 5aM 1\1 _V] Y".) I EXCAVATION L: TO1/VN CODES COI�,IDITIONS OF AS REQUIRED A'ND 4L.):,:_, GERITIFICATION FORE 1 Excavation shall include the removal of all materials of every kind or nature which may be required for the execution 7. Do not place, spread, or roll and fill material during unfavorable weather conditions. Do not resume operations until (-)N! LEAD CONTENT BE of the work. Excavation shall include the removal of all rock, boulders and other obstructions up to 1'h cubic yards in moisture content and fill density are satisfactory to the Architect. _-q1T1F1CATE OF OCCUPANCY -_��It size. Excavation will not be considered completed until approved by inspection. SS pi-AG'Some '171OLDER USED in WATER sc_!�Pl I�111 11�,tlr 8. Provide berms or channels to prevent flooding of sub-grade. Promptly remove all water collecting in depressions. OT TRU SYSTEM CANN J I-,. 2. Excavate to grades as shown on Drawings. Where excavation grades are not shown on the Drawings, excavate as -L,COD S7 11COL� required to accommodate the installation. Leveling: Remove all ruts, hummocks, and other uneven surfaces by 9. ',,',Inere soil has been softened or eroded by flooding or placement during unfavorable weather, remove all damaged PRO pu surface grading prior to placement of fill. 50' MIN, areas and re-compact as specified for fill and compaction below. BUT SUFFICIENT TO KEEP 6 �J I !5H NO 5,Xr I OR \OR SEDIMENT ON SITE 3. Where depressions result from the removal of surface or subsurface obstructions, open the depression to equipment 10. Protection Z P\9l)ITIaJ,5, pRUP05C�, NOR 4I� TO HAY SAIL AND/OR T �J working width and remove all debris and soft material as directed by the Architect. SILT FENCING V-A(-IJE OF A. Barricade open holes and depressions occurring as part of the Work-, and post warning lights on properly adjacent > to or with public areas. Operate warning lights during hours from dusk to dawn each day and as otherwise U L I, 4. Finnish all facilities and materials needed to prevent the earth at bottom of excavation MSrTC1IO%S Ar, r 1.50 befOra- tt from becoming frozen. required. p0r OR VIt _r1n 5:2, 0 0 C Id Nl rJy ne B. Protect structures, utilities, sidewalks, pavements, and other facilities form damage caused by settlement, lateral contact ,E 0 �f 7 5. Excavating for Footings ovrovlc� co&' UNLAkNi' l L movement washout, and other hazards created by operations under this Section, - -1 1, U�zl' ;i .& I Z hts A. Excavate for footings and foundations only after general site excavating, filling and grading are complete. 0. < < r.z�,,nage 7 5� I. \14 A" tings. 'T B. Verify that all compaction is complete and approved prior to excavation for foo 11. Filling and Compaction V417H,,91i CEDTIFIC < C. Excavate to the established lines and grades. Cut off bottom of trenches level, and remove all loose soil. Where 0 1 n d A. 'Remove vegetation, debris, unsatisfactory soil materials, obstructions, and deleterious matter from ground surface IS soft spots are encountered, remove 0 defective material and replace with lean concrete or compacted structural ft: I OF oNUPANCY prior to placement of 0s. Plow, strip, or break up sloped surfaces steeper than one vertical to four horizontal so fill at no additional cost to the Owner. CD that fill material will bond with existing surface. E-- un break up the 3ING B. When existing ground surface has a density less than the specified hereunder for the particular area, breMNG WASTE D. Allow a sufficient distance from footings and foundations to permit placing and removing concrete formwork, A, and for inspection. ground surface, pulverize, moisture-condition to the optimum moisture content and compact to required depth CONSTRk)(IfONCNTRANCE.fOtINDATIONOF COMPACTED installations of services, other construction require �Z 3/4 SIONL RLFNIDORNY STATE DOT APPROVIORCA C"I I tic R Bldg Dept copy y from B— FILL T018'(M,.)ABOVC EXIST INC GRADE FORDRAINAG[ reviewed E. In excavating for footings and foundations,take care not to disturb bottom for excavation: and percentage of maximum density. 7, - ea i ,, 0, Final IKU ents 1. Excavate by hand tools to final grade just before concrete is placed. C. -After sub-grade compaction has been completed, spread approved -fill material in layers not exceeding eight ZBA Filey# Dat 2. Trim bottom to required lines and grades to leave solid base to receive concrete. inches in uncompacted thickness. Water or aerate the fill material as necessary, and thoroughly mix to obtain PLAN VIEW 3. Where bottom of excavation has been disturbed or otherwise unsuitable to properly support foundations in the moisture content, which will permit proper compaction. E-- S-11 opinion of the Soil Engineer, whether due to freezing, poor workmanship or errors, these excavations are to D. Compact each soil layer to at least the specified minirrium degree. Repeat process until plan grade is attained. be carried to a lower depth, sufficient to provide stable bearings as determined by the Soil Engineer, at E. Do Not place backfill or fill material on surfaces that muddy, frozen, or contain�ing frost or ice. STING GRADE Q Contractor's expense. F. Place backfill and fill materials evenly adjacent to structures to required elevations. Take care to prevent wedging R 0 A D ill over excavated areas with concrete by extending the indicated bottom action of backfill against the structure by carrying the material uniformly around the structure to approximately CONSTRUCT(ONCNTRANCE-�OUNDAII()NOT COMPACTED F. Under footings and foundations f -)F- PROPOSED ALTERATION AND ADDITION TO: 3/4'S1 NE BLENDORNY STATE DOT APPROV[DR CA ABOVE EXIST ING GRAI)l FOR DRAINAG( elevation of the footing or base to the excavation bottom, without altering the required top elevation. the same elevation in each lift. HAY BAIL AkND/OR FILL T010 THE CORITSIDIS RESIDENCE SILT FENCIN413 1. Backfilling for over excavated areas shall be performed at no additional cost to the Owner. G. Where the construction includes basement or other underground walls having structural floors over them, do not Y, backfill such walls until the structural floors are in place and have attained sufficient strength to support the walls. CROSS SECTION A, • 1800 CEDAR BEACH ROAD 6. Spoil and Borrow Materials SOUTHOLD, NEW YORK 11971 01 A. Dispose of unsatisfactory excavated material and surplus satisfactory material, away from the site at disposal 12. Degree of compaction requirements: TEMPORARY CONSTRUCTION ENTRANCE areas arTanged and paid for by the Contractor, A. Structural fill: Density SCALE:NTS y all structural fill, including recon existing fill and backfill, to a minimum degree of CHRISTINE BRYSON ARCHITECT B. Obtain 'Material required for fill or embankment in excess of that produced within the grading limits of the Work compaction of 90%of the modified proctor density. from borrow areas. P. O. BOX 7455 WANTAGH, NEW YORK 11793 631-241-6506 C. Cost for borrow materials, including all trucking costs shall be included in the Work of this Section. B 00 17A 11TRO4Z, + � I , I 013 P, cr, '.-I)T_, t— I —NEW P W DR, ISM LAUNDRY L.,-71 O -tomew ll\R �4AV 1LAV 1i' t r a' { � :Q G i„+ ) �^ 02 X I w. Ii 1 ' 1 ] �j Lrr'I L I y _ 2 I = IN lZ�M Opt16� 1 P3 LE Y g +r dLOWER i f� ,.. r - - - ---- - i �� I--�- � : 1, F.�•.1 .1/EM` T�`y'+qv�� IDUJ� It 7 D ,�_ tveF� 1 I41 M F I N 6TRt��' /fig L � }fir Ld' C,, y✓' ...� - ,/` i /��y j J pr, J Y Ftl I A.Vt `Rb P _ I . { `O pi J5r *1 rye'4✓ � (1(�v 1J � � � ( � .r � 1 ��/ I J rte^ ry��y -G>f-o 4+"�r„'K!' fd'l /� �'Q' I l a,F- 1` 1 �P 4 I �./ � - 1 ;� � ; � I N�'1,�f.�� FLU ff ,r. X I I"I y- C i � M I-�`�U UP5TAI� 2 PUN)61 Al �, - f /, t too�� :" .,.ani I � � /� `�/t // Iy��ry'' pWy��+� yy''{ A�jA\ t{ 2. � ,k " _.- .,. �ST I _"" I _ 9.- �. - „"-.yr/ Poo,L. 'f �t' ` 2 • ' ?1 ( 5 ICO UVol ) I - ,( n ,It ✓ 4.. :l , _.. - �...,� I /iJ` t. ��i'!r`�,1,.' 1�/�P1/1. 12"MAXlir L ,=rte, MAX. MAX. N I ` � APPROVED METAL ORS AND BOLTS 12" O.C. >* � ;.� ��%�� -�;� )� �,. a•� ,,c....g:,art„ � cV � ANCHORS. t K-4- `_I 1' _. " gig.' g f 1 2.1 I I O O O MAXIMUM AND 2-1/2"IN FROM EACH CORNER. - �,.-.. MAX _ T.�- ,�~�?.� �q, ,�.. ! ,��, <-�' i ; ;. i --_ : — ... - --- — t'� . . .._ r � 'I r� ---------------------7 i' RELIEVEPRESSUREHOLES: .. , �" IZ,�R —�``* ' _._ 'rn ' �1 e t' I < 1 i, - + DRILL 4 HOLES IN THE CENTER OF THE PLYWOOD I "`� ; ' I y _ I l/ I r~ SHUTTER IN ORDER TO RELIEVE PRESSURE DURING A 9 ► ��- 1t �,• �` — — 1 _J 1 a a �..:r'} W[�(, P �.-�A� 11 h! ,i 1,.. �s i O i' I 11 ® NURR(CANE. <,,.! 1 �..3 ;.t '•+ '. s; .b.::• i WWP`f`� ',# , f-.,tlY.., .� NAV �, �.>� ^ ! I 1 F Itu _ .. _ 1 - _ .. � I ---- ----- , —mac ;✓� _ STORMSHUTTER r —fc — 1 1, 516 THICK EXTERIOR GRADE PLYWOOD STORM _ � 3 1 ��;,,;,,, „ � _ � 1 i i o p ' 1 i SHUTTER. LABEL EACH SHUTTER IN ORDER FOR THE I y _ e 11 I 0 WH1CH DO WINDOW THE Ia - tom;,,, ��€�+ ,A l , h } i .: , 4t 5 �'i'tl-L F..,..�' I ---`- ----------- - - -' I ISHUTTER WNER TO KNOW OR AND 1 LL BE USED U w , � ., � I r --- ------------- - - - -1 1 W1 FOR. STORE SH TIERS f ) 5:. ��. . s ` t '``'i y 1.a � J }I ! o o i i AND 8 RT ACCESSIBLE RE ]HE } I » ( OLS IN A DRY LE PLACE. LINE INDICATES SMALL DASHED UN WINDOW BEYOND. C 11 I�I��' n� _..,....;. ...-p..... _ -`'��_. � - ..•.. . r t _ 's '.:.. �t`' t..',_ e='�,_x`�i(';�' I .,r:.._......_,.. In d' � ,-. t 1 , ;1 M� SINGLEPLYWD. V- � {-"�Ra. SEE SINGLE PLYI�D �.. 1 ; '�, -;wd, `� L------------- _ f 1 ADDITION FOR S -'j AIL NOTE ADD/71 �OTES .res. -_ •s . •-. .- �. ,., L-.. `J 1 ELEVATION-SINGLE PLYWOOD SHEET 3 t j t ' ` `' ' - ` IFOPENING IS LARGER THAN ONE SHEET OFPLYWOOD: __ _ _ e /L/!Ji•1 pl1 ' " { - ' SECURE 2X4 BRACING AT MIDDLE AND BOTTOM OF �_��_ - - - --- 1 ------ PLYWOOD EVENLY SPACED, WITH THE 2" SIDE , - - I ATTACHED TO Tr1E INSIDE OF THE STORM SHUTTER ATTACH THE 2X4'S TO THE OUTSIDE OF THE STORM ° 0 4 SHUTTER WITH 10 GAUGE QALY. WOOD SCREWS BEFORE INSTAU,`NG THE SHUTTER. LOW F-, / - IPL `/W 000 S Cry"lf� iA 1 L. N ELEVATION-MULTIPLE PLYWOOD SHEETS 5 a £ n 2 owsasteners B tX I `Jrr!H 6 4 I-3e b R I� H t)0:fit; (2- 01'>/2 2 ��A+ N) -T i� I y' I N F r0-)-, � �x ! �'( NCa G �tG�I Rem f4 5"max. I 5,5"min,for 2x8' •Distance can be reduced to 4.5" _ _ r _:- 0 O 8.5'min,for 2x10 if lag screws are used or bolt {� �j {� r� * �^ -�' ,a A � o C.I_._......,..7.5"min.for 2x12 ° C � G �i? I Nl:r .�. �tF' f t �ILi'. }` ,� �V 2�i� I t (:o i +s�f1 I C/ � L I _..._ spacing is reduced to that of - _ �---. .._.._.......__-._........_...._...: .__._.. 2"rein, lag screws to attach 2x8 / '�" � t"� ledger tag screw,thru-bolt,or ledgers to 2x8 band joists(1/2" ® /� I D C/ anchor with washer 3/4"min. stacked washers not permitted) • >s ��S i ��N W l T�I N �=��"��. I+I cv�-I° ��' � I� �� l>l.��' ��.��' .W � �N �T`T"�;��" Thru Bolts � I �• ..�: ,rte Thru-bolts shall have a diameter of yz pilot holes for Minimum spacing and embedment len Irl I N 1) 51-6)'M 51 PR O U I P P� \N L-,� � 5rt t""'°_ '°� ( n>f'1-.A f L, � I� I(e+1 T the manufacturer's recommendations,All anchors must r v t �N , o'& T\R L A /'VT L„O(�1,1;t,,,1`+;;; - thru-bolts shall be t'/32"to 9/16'in diameter:Thru-bolts �, �`( (,, ' � 7� W I � �j PFS M�/ D cc require washers at they 1,,1+ have washers, «Isead-and nut. ..o +_ r�, i� , fV( U ' I TITI- Expurrsion and.4dhesive A»nh.,> Lag Screws e � i !" t".'" �1 1 I Y Use approved expansion or adhesive anchors when Lag screws shall have a diameter of ys'(see MINIMUM attaching a ledger board to a concrete or solid mason REQUIREMENTS).Lag screws may be used only when wall as shown in Figure 15 or a hollow mason wall the field conditions conform to those shown in Figure with a grouted cell as.shown in Figure. TY 14.S pansion ee Figure 2Q for lag screw len and shank and adhesive anchor bolts shall have diameter of yz requirements.All lag screws shall bedinstalled with washers, 4 Lag Screw Requirements - -- — Bldg Dept w d from ZBA . =galvaniz'e'd Final review d Emants d ZBA Fi #Date: :.�-.;..I�.I:1: .W.rc�tom.-.��h1 i3�',�.(1=1�-AM.Ir��...�t°#�8" �•Iz� • screw Dust penetrate ! s 1-1/2"shank +r length must extend through I beyond band board II-HI-•++++ " ..)aG..�'I�.'i~5- JsT.N� "I �sTl✓�?, 1�1rx�t� {no threads) existing band board °" a minimum of 112" . •w « ' i " , z rh�N Tam 7_.a...alb es Nsrza-!Mri:riT ' 3 PROPOSED CORITSIDIS RESIDENCE �� t' C ir1%T Las _ ._. ....... __._...-...__... ��,� g crew installation requirements:Each!ag screw �? .5t?� rli✓- . t .,.. �* - shall have pilot holes drilled as follows:1)Drill a V. The threaded onion of-the lag screw shall be inserted L ' _ N•p�d j � µ �. 1 CEDAR BEACH ROAD diameter hole in the ledger boar,2)Drilla 3/ " : p { ->�Tf EL--.� Tt t =)<1-1T.Ft "1cl i�G1=� into the pilot hole byiuming,DONOT DRIVELAG STS L._ Nt1 T� SOUTHOL , NEW YORK 11971 diameter hole into the band board of the existin house SOWS WITH A HA MI1ER.Use soap ' Z.X=.: D ..{1 j7�a. f-►.a-i i" O1 l C. DO V'" „ g P or a wood- D NOT DRILL A/ DIAMETER HOLE INTO THE compatible lubricant as requirbd to facilitate tightening. 4VT 13ANDBOARD. Each lag screw shall bethorou h1 ti CHRISTINE BRY ON - ARCHITECT H S CT thoroughly tightened not P. O. BOX 7455 WANTAGH, NEW YORK 11793 631-241-6506 over-tightened to avoid wood damage), � �' ”�" -•- --- .---.- 17 ' 9 s J1 7 1 S {@ o s 101 SII �lll s��er � tt OVAL �+ 3-f�x 'al Ix 7e- 1 J l\�,, �� ` + �` a I V ) t- ( Liv _ •,� t Q �'-' Ly I t.�• i ! `. ,,, IN-411I , 1 '� ------ "'' i`'�; S \y! 1211 ` i Lg�y� t✓'rt•.J`..1 :`� V 1+y 7 I \. 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NOTES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL EXCEED ONE-SIXTH OF THE DEPTH ROOF RAFTERS AT 16" OC - ALL ROOF RAFTERS AT EACH COIL STRAP RIDGE TIES: SNOW SPEED CATEGORY FROST LINE UNDERLAYMENT FLOOD FOLLOW LOCAL OF THE MEMBER, SHALL NOT BE LONGER THAN ONE-THIRD OF THE DEPTH OF THE MEMBER AND SHALL NOT BE LOCATED IN REFER TO PLANS SIDE OF RIDGE MUST ALIGN SECURE ROOF RAFTERS JOINT DESCRIPTION # OF COMMON NAILS NAIL SPACING CODES. 'THE MIDDLE ONE-THIRD OF THE SPAN. NOTCHES AT THE ENDS OF THE MEMBER SHALL NOT EXCEED.ONE-FOURTH THE DEPTH LOAD (MPH) WEATHERING DEPTH TERMITE REQUIRED .HAZARDS DIRECTLY W/ THE ROOF RAFTE TO EACH OTHER AT OF THE MEMBER. THE'TENSION SIDE OF MEMBERS 4" OR GREATER SHALL NOT BE NOTCHED EXCEPT AT THE ENDS OF THE ON THE OPPOSITE SIDE OF TH EACH SIDE OF RIDGE ROOF FRAM I NG COMMON BOX &'PSF 110 SEVERE 4°0� M-H YES 7-25-78 MEMBER. THE DIAMETER OF HOLES BORED OR CUT INTO MEMBERS SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE OFSSTRAP MTIIE NAILS IN EACH END RIDGE (TYP) W/ #CS20 1-1/4" x 20 MEMBER. HOLES SHALL NOT BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE MEMBER, OR TO ANY OTHER HOLE OR RAFTER TO TOP PLATE (TOE-NAILED) 3-8d 3-1 Od PER RAFTER 1 1/4" X 20 GAGE METAL STRAP TIE GA. COIL STRAPS AS CEILING JOIST TO TOP PLATE OE-NAILED 3-8d 3-10d PER JOIST CONSTRUCTION NOTES NOTCH LOCATED IN THE MEMBER. MFR'D BY SIMPSON CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 6-16d 6-40d EACH LAP FROM 2010 RESIDENTIAL CODE OF NEW YORK STATE AND 2001 W F C M HIGH WIND EDITION CEILING FRAMING AT 16" OC - LSS4 ® STRONG-TIE . INSTALL CEILING JOIST LAPS OVER PARTITIONS FACE NAILED 6-I6d 6-40d EACH LAP R502.8.2 ENGINEERED WOOD PRODUCTS. CUTS, NOTCHES & HOLES BORED IN TRUSSES, STRUCTURAL COMPOSITE LUMBER, REFER TO PLANS ATTIC AT EACH RAFTER ® 16" COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d 3-10a PEP,TIE END STRUCTURAL GLUE-LAMINATED MEMBERS OF I-JOISTS ARE PROHIBITED EXCEPT WHERE PERMITTED BY THE MUNFACTURER'S (2) 2 X 4 WOOD PLATE j R401 GENERAL. ALL FOOTING TO BEAR ON SOLID, UNDISTURBED SOIL WITH MINIMUM BEARING CAPACITY OF 3000 POUNDS RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE oc MAX W/ (3) 8d RIM BOARD TO RAFTER(END-NAILED) 2-86d ' 3-I6d EACH END PER SQUARE FOOT. MEMBER BY A REGISTERED DESIGN PROFESSIONAL. 2-1 Od ACH END COMMON NAILS IN EACH WOOD STUDS AT 16" OC END R401.4 SOIL TESTS. IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE, SHIFTING OR OTHER UNKNOWN SOIL WALL FRAMING R502.9 FASTENING. FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE ® RIGHT. WHERE POST AND BEAM OR FOR R.R. SEE FRAMING CHARACTERISTICS, A SOIL TEST SHALL BE PERFORMED TO DETERMINE THE SOIL'S CHARACTERISTICS AT A PARTICULAR GIRDER CONSTRUCTION IS USED TO SUPPORT FLOOR FRAMING, POSITIVE CONNECTIONS SHALL BE PROVIDED TO ENSURE LOCATION. THIS TEST SHALL BE MADE BY AN APPROVED AGENCY USING AN APPROVED METHOD. PLANS TOP PLATE TO TOP PLATE{FACE-NAILED) 2-1 6 2-I d PER FOOT AGAINST UPLIFT AND LATERAL DISPLACEMENT. TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I Gd 5-1 Gd JOINTS - EA. SIDE STUD TO STUD FACE-NAILED 2-1 Gd 2-1 Gd 24" O.C. I R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD-BEARING VALUES IN HEADER TO HEADER FACE-NAILED R602.1 WOOD STUDS GRADE. STUDS SHALL BE A MINIMUM NO. 3, STANDARD OR STUD GRADE LUMBER. LUMBER SHALL BE 2x4 COLLAR I6d I6d 16" O.C. EDGES i TABLE R401.4.1 SHALL BE ASSUMED. IDENTIFIED BY GRADE MARK OF LUMBER INSPECTION AGENCY. TIES - 32"oc TOP OR BOTTOM PLATE TO STUD END-NAILED 2-1 6d 2-40d PER STUD BOTTOM PLATE TO FLOOR JOIST BAND JOIST 2-16d 2-1 Gd PER FOOT TABLE R401.4.1 a R602.3 FASTENING. COMPONENTS OF EXTERIOR WALLS SHALL BE FASTENED IN ACCORDANCE WITH NAILING SCHEDULE THIS END JOIST OK BLOCKING FACE-NAILED PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS SHEET. TYP UPLIFT CONNECTION - WALL TO ROOF WALL TO ROOF TENSION STRAP ® RIDGE LOAD-BEARING PRESSURE FLOOR FRAMING I CLASS OF MATERIAL (pounds per foot T002.6 A DEPTH LING NOTAND EXCEEDINGI 25% OFDS. ANY ITS WIDTH.STUD IN AN EXTERIOR STUDS N NONBEARINGALL OR PARTITIONSRING PARTITION MAY BE MAY BE NOTCHED TO ACUT OR D PTH NOT TO NOTCHED JOIST TO TYP UPLIFT C 0 N N E C TI 0 N TE N S I 0 N STRAP @ R I D G E IL , (TUE-NAILED) 4-8d 4-10d PER JOIST CRYSTALLINE BEDROCK 12,000 EXCEED 40% OF A SINGLE STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT THE DIAMETER OF THE „ , „ „ , BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-1 Od EACH END RESULTING HOLE IS NO GREATER THAN 60% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN J" TO THE SCALE: 3/4" = , 1 - 0 SCALE: 3/4 = 1 - 0 BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END SEDIMENTARY AND FOLIATED ROCK 4,000 EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN NOTE: BLOCKING TO SILL OR TOP PLATE OE-NAILED 3-I Gd 4-1 Gd EACH BLOCK SANDY GRAVEL AND/OR GRAVEL (GW & GP 3,000 EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40% AND UP TO 60% SHALL BE DOUBLED WITH NO MORE THAN TWO ALL ROOF RAFTERS MUST LEDGER STRIP TO BEAM FACE-NAILED 3-1 d 4-1 Gd EACH JOIST JOIST ON LEDGE TO BEAM OE-NAILED - PER JOIST SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL & SUCCESSIVE DOUBLED STUDS BORED. FOR BORED HOLES FOR ELECTRICAL WIRING, SEE TABLE E3702.1. USE OF APPROVED ALIGN DIRECTLY OVER THEE ROOF RAFTER, SEE BAND JOIST TO JOIST END-NAILED 3-I Gd 4-I Gd PER JOIST 2,000 STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDAIONS. EXTERIOR WALL STUD FRAMING PLANS BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-I6d 16 PER FOOT CLAYEY GRAVEL (SW, SP, SM, SC, GM & GC) BELOW TYP R602.6.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN NECESSARY CUTING, DRILLING OR NOTCHING OF TOP PLATE EXCEEDS ROOF RAFTERS SEE COLLAR TIE SEE FRAMING ROOF SHEATHING CLAY, SANDY CLAY, SILTY CLAY, CLAYEY SILT, b 50% OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054" THICK AND 1 1/2- WIDE SHALL BE FASTENED TO ' 1,500 / FRAMING PLANS PLANS STRUCTURAL PANELS E SILT & SANDY SILT (CL„ ML, MH &_ CH) EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN FOUR 16d NAILS AT EACH SIDE. SEE FIGURE 8d I Od 6" EDGE/ 12" FIELD HURRICANE TIE: SECURE COLLAR TIE TO DIAGONAL BOARD SHEATHING R602.6.1. SECURE R.R. TO TOP R R W/ 1/2"� I°X6"OR I"X8" 2-8d 2-1 Od PER SUPPORT FOR SI: 1 Ib/sf = 0.0479 kN/m PLATE & EXTERIOR I X 1011 OR WIDER _ 3-I Od PER SUPPORT R602.8 FIREBLOCKING REQUIRED. FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH - THRU-BOLTS W/ NUT & (a) WHEN SOIL TESTS ARE REQUIRED BY SECTION R401.4, THE ALLOWABLE WALL STUD W/ 12" i BEARING CAPACITIES OF THE SOIL SHALL BE PART OF THE RECOMMENDATIONS. VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND •° HURRICANE TIE #H2A ® WASHER (2 MIN. ® EA. CEILING SHEATHING (b) WHERE IN-PLACE SOILS WITH AN ALLOWABLE BEARING CAPACITY OF LESS THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION IN THE FOLLOWING LOCATION: 16" oc MAX AS MFR'D �� HURRICANE TIE THAN 1,500 psf ARE LIKELY TO BE PRESENT AT THE SITE, THE ALLOWABLE 1. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED SPACES & PARALLEL ROWS OF STUDS OR BY SIMPSON STRONG- ROOF RAFTER. TO TOP GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD BEARING CAPACITY SHALL BE DETERMINED BY A SOILS INVESTIGATION. STAGGERED STUDS AS FOLLOWS: (1) VERTICALLY AT THE CEILING & FLOOR LEVELS, (2) HORIZONTALLY AT INTERVALS NOT TIE. SECURE W/ PLATE DETAIL EXCEEDING 10 FEET. FASTENERS PER MFR'S WALL SHEATHING 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL. SPACES SUCH AS OCCUR AT SOFFITS, DROP SPECS NOTE: TKUCTURAL PANELS R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF F c AS SHOWN BELOW. CEILINGS AND COVE CEILINGS. 6 EDGE/ 12' FIELD I CONCRETE SUBJECT TO MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2 1 SHALL BE AIR ENTRAINED AS 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF THE RUN. ENCLOSED SPACES UNDER (2)2x4 TOP PLATES (UNO) COLLAR TIES ARE REQ D FIBERBOARD PANELS I ( ) TO BE SECURED TO R.R. 7/1 6" 6d 3" EDGE/G" FIELD SPECIFIED IN TABLE BELOW. THE MAXIMUM WEIGHT OF FLY ASH, OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDED CEMENTS STAIRS SHALL COMPLY WITH SECTION R311.2.2. EXT. WALL STUD. LOCATE W/ THRU-BOLTS IF THIS 25/32" gd __ 3" EDGE/G" FIELD THAT IS INCLUDED IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, CARPORT SLABS AND 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES & WIRES AT CEILING & FLOOR LEVEL, WITH AN APPROVED MATERIAL DIRECTLY UNDER EACH " STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF TO RESIST THE FREE PASSAGE OF FLAME & PRODUCTS OF COMBUSTION. DIMENSION IS 12 OR CEMENTITIOUS MATERIALS SPECIFIED IN SECTION 4.2.3 OF ACI318. MATERIALS USED TO PRODUCE CONCRETE AND TESTING 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION R1003.19. ROOF RAFTER TO TOP R.R. ® SPACING SPECIFIED GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD ON FRAMING PLANS COLLAR TIE TO R.R. CONNECTION GREATER HARDBOARD 8d 8d 3 PER SUPPORT THEREOF SHALL COMPLY WITH THE APPLICABLE STANDARDS LISTED IN CHAPTER 3 OF ACI318. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. PLATE & EXTERIOR WALL WHEN CL'G JOISTS ARE OMITTED PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) TABLE 402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ROOF RAFTER DETAIL COLLAR TIE DETAIL @ CATHEDRAL CL'G DIAGONAL BOARD SHEATHING R802.2 WOOD ROOF-CEILING FRAMING DESIGN. ALL FLOOR JOISTS, ROOF RAFTERS, CEILING JOISTS, AND HEADERS TO BE 1"x6"OR 1"x8" 2-8d 2-1 Od PER SUPPORT MIN. SPECIFIED COMPRESSIVE STRENGTH" f'c DOUGLAS FIR-LARCH #1 WITH THE MINIMUM VALUES: Fb(SINGLE)=900 PSI, Fv=90 PSI, Fc(PERPENDICULAR)=520 PSI AND SCALE: 3 4" = 1 ' - 0" SCALE: 3 4" = 1 ' - 0" I"x10"OR WIDER 3-8dA 3-IOd PER SUPPORT TYPE OR LOCATION OF CONCRETE CONSTRUC11ON WEATHERING POTEN IAL E=1,300,000. MOISTURE CONTENT NOT TO EXCEED 19 PERCENT. NEGLIGIBLE MODERATE SEVERE RAFTER SPANS DESIGNED AS PER TABLE R802.5.1(4). GROUND SNOW LOAD=20 PSF OR LESS, CEILING NOT ATTACHED TO LENGTH OUTLOOK RAFTER: FLOOR SHEATHING BASEMENT WALLS, FOUNDATIONS & OTHER RAFTERS, L/6=180, AND R802.5.1(6), CEILING ATTACHED TO RAFTERS, L/A =240. SEE FRAMING PLANS TRUCTUKAL PANEL CONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500c CEILING JOISTS SPANS DESIGNED AS PER TABLE R802.4(2), LIMITED STORAGE ATTIC, LIVE LOAD=20 PSF, L/A=240. FLUSH MICROLAM I"OR LESS 8d I od G" EDGE! 12" FIELD SOLID FIRESTOPPING: HEADER, SEE FRAMING GREATER THAN I° I Od I6d 6" EDGE/6" FIELD BASEMENT SLABS & INTERIOR SLABS ON GRADE, c PLANS 2,500 3,000 2,500 R802.3 FRAMING DETAILS. RAFTERS SHALL BE FRAMED TO RIDGE BOARD OR TO EACH OTHER WITH A GUSSET PLATE AS INSTALL 2x SOLID WD EXCEPT GARAGE FLOOR SLABS TIE. RIDGE BOARD SHALL BE AT LEAST 1" NOMINAL AND NOT LESS IN DEPTH THAN THE CUT END OF THE RAFTER. AT ALL BLOCKING BETWEEN DIAGONAL BOARD SHEATHING BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR VALLEYS & HIPS THERE SHALL BE A VALLEY OR HIP RAFTER NOT LESS THAN 2" NOMINAL THICKNESS & NOT LESS IN DEPTH EACH OUTLOOK RAFTER I"x6"OR I N8" 2-8d 2-10a PER SUPPORT WALLS & OTHER VERTICAL CONCRETE WORK 2,500 3,000d 3,000 d THAN THE CUT END OF THE RAFTER. HIP & VALLEY RAFTERS SHALL BE SUPPORTED AT THE RIDGE BY A BRACE TO A LOCATE DIRECTLY OVER _ I"X I o"OK WIDER 3-8d 3_10d PER SUPPORT EXPOSED TO THE WEATHER BEARING PARTITION OR BE DESIGNED TO CARRY & DISTRIBUTE THE SPECIFIC LOAD AT THE POINT. THE TOP PLATES & MATCH DEPTH OF JOIST HANGER: 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G"oc AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"oc AT THE PANEL PORCHES, CARPORT SLABS 8c STEPS EXPOSED TO 2,500 3,000d,e,f 3,500 R802.3.1 R802.3.1 CEILING JOIST AND RAFTER CONNECTIONS. CEILING JOISTS AND RAFTERS SHALL BE NAILED TO EACH OTHER, AND OUTLOOK RAFTER THE WEATHER, AND GARAGE FLOOR SLABS THE RAFTER SHALL BE NAILED TO THE TOP WALL PLATE IN ACCORDANCE WITH THE NAILING SCHEDULE THIS SHEET. CEILING Y SECURE FLOOR JOIST EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIRMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE JOISTS SHALL BE CONTINUOUS OR SECURELY JOINED IN ACCORDANCE WITH NAILING SCHEDULE THIS SHEET WHERE THEY MEET FLUSH HEADER W/ CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. . JOIST HANGFR I II-.;9R S2R FOR SI: 1 Ib/sq in = 6.89,5kPa OVER INTERIOR PARTITIONS AND NAILED TO ADJACENT RAFTERS TO PROVIDE A CONTINUOUS TIE ACROSS THE BUILDING WHEN HURRICANE TIE: FOR 2x8 FJ OR 2• WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED#OF NAILS SHALL BE PERMITTED TO BE REDUCED TO (a) STRENGTH AT 28 DAYS PSI. SUCH JOISTS ARE PARALLEL TO THE RAFTERS. SECURE R.R. TO TOP #LUS210 FOR 2x10 FJ I-I6d NAIL PER FOOT. (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL. WHERE CEILING JOISTS ARE NOT CONNECTED TO THE RAFTERS AT THE TOP WALL PLATE, JOISTS CONNECTED HIGHER IN THE PLATE & EXTERIOR c CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING ATTIC SHALL BE INSTALLED AS RAFTER TIES, OR RAFTER TIES SHALL BE INSTALLED TO PROVIDE A CONTINUOUS TIE. WHERE LESSER M 16" oc MAX AS ( ) � 2 WALL STUD W/ MFR'D BY SIMPSON 3. CORROSION RESISTANT II GAUGE ROOFING NAILS AND 16 GAUGE STAPLES ARE PERMITTED. CHECK IBC FOR ADDITIONAL REQUIREMENTS. CONSTRUCTION SHALL BE AIR-ENTRAINED,CONCRETE IN ACCORDANCE WITH FOOTNOTE d. CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, RAFTER TIES SHALL BE INSTALLED. RAFTER TIES SHALL BE A MINIMUM OF HURRICANE TIE #H2A OR 24 STRONG-TIE. SECURE (d) CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE 2"x4" NOMINAL, INSTALLED IN ACCORDANCE WITH THE CONNECTION REQUIREMENTS IN THE NAILING SCHEDULE THIS SHEET, OR 16 oc MAX AS MFR'D W/ FASTENERS PER N I G N WIND ANALYSIS I SHALL BE NOT LESS THAN 5i% OR MORE THAN 7%. CONNECTIONS OF EQUIVALENT CAPACITIES SHALL BE PROVIDED. WHERE CEILING JOISTS OR RAFTER TIES ARE NOT PROVIDED (e) SEE SECTION R402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT. THE RIDGE FORMED BY THESE RAFTERS SHALL BE SUPPORTED BY A WALL OR GIRDER DESIGNED IN ACCORDANCE WITH � BY SI SECURE STRONG- MFR'S SPECS TIE. sEcuRE R M15CELLANEOU5 PROJECT DATA (f) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT ACCEPTED ENGINEERING PRACTICE. RAKED OVERHANG OUTLOOKER FASTENERS PER MFR'S COLLAR TIES OR RIDGE STRAPS TO RESIST WIND UPLIFT SHALL BE CONNECTED IN THE UPPER THIRD OF THE AT11C SPACE IN LOCATION: (PERCENT BY VOLUME OF CONCRETE) TO NOT LESS THAN 3% IS PERMITTED IF THE SPECIFIED TO GABLE END WALL SPECS FLUSH MICROLAM HEADER ® FLOOR ASSEMBLY COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 psi. ACCORDANCE WITH THE NAILING SCHEDULE, THIS SHEET. WIND ZONE: I I O MPH CP;;AR TIES SHALL BE A MINIMUM OF 1"x4" NOMINAL, SPACED NOT MORE THAN 4'-0" ON CENTER. EXPOSURE: -� ROOF DETAIL 8 FLUSH MICROLAM HDR DETAIL DESIGNED ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL R802.3.2 CEILING JOISTS LAPPED. ENDS OF CEILING JOISTS SHALL BE LAPPED A MINIMUM OF 3" OR BUTTED OVER BEARING ` FOR I � 2 STORY DWELLINGS R403.1.4 MINIMUM DEPTH. ALL EXTERIOR FOOTINGS AND FOUNDATIONS SYSTEMS SHALL EXTEND BELOW THE FROST LINE AT PARTITIONS OR BEAMS AND TOENAILED TO THE BEARING MEMBER. WHEN CEILING JOISTS ARE USED TO PROVIDE RESISTANCE SCALE: 3/4" , = 1 - 0 SCALE: 3/4" = 1 - 0 CHAPTER 3 PRESCRIPTIVE DESIGN 3'-0" BELOW GRADE. ALL EXTERIOR FOOTINIGS SHALL BE PLACED AT LEAST 12" BELOW UNDISTURBED GROUND OR AS PER TO RAFTER THRUST, LAPPED JOISTS SHALL BE NAILED TOGETHER IN ACCORDANCE WITH NAILING SCHEDULE THIS SHEET AND LOCAL JURISDICTION. BUTTED JOISTS SHALL BE TIED TOGETHER IN A MANNER TO RESIST SUCH THRUST. NOTE• ALL STUDS @ 2nd FLR R403.1.6 FOUNDATION ANCHORAGE. THE WOOD SOLE PLATE AT EXTERIOR WALLS ON SLAB ON GRADE AND WOOD SILL PLATE EXTERIOR WALL MUST ALIGN DIRECTLY OVER THE SHALL BE ANCHORED TO THE FOUNDATION WITH rO (MIN.) ANCHOR BOLTS SPACED AT A MAXIMUM OF 45"oc. THERE SHALL BE STUDS ® THE 1st FLR A MINIMUM OF TWO 2 BOLTS PER PLATE SECTION WITH ONE 1 BOLT LOCATED NOT MORE THAN 12" OR LESS THAN SEVENEXTERIOR ( ) ( ) WALL BELOW L SHADED AREAS ARE EDGE 7 BOLT ( ) DIAMETERS FROM EACH END OF THE PLATE SECTION. EMBED MIN. 7 IN CONCRETE. SILLS AND SOLE PLATES SHALL ENDWALL - (TYP) AREAS. EDGE AREAS ARE BE PROTECTED AGAINST DECAY WITH PRESSURE PRESERVATIVELY TREATED WOOD OR APPROVED HARDWOOD AS PER SEC11ON _ '> TO BE NAILED AT 6 oc* R319. SILLS AND SOLE PLATES SHALL BE PROTECTED AGAINST TERMITES WITH TERMITE SHIELDS FOR MODERATE TO HEAVY GENERAL NOTES COUNTY AND LOCAL BUILDING ZONING AND ENERGY CODES CORNER STUD (T.O. 2nd FLR) - : :, :;,; :.'' TO 4 -0 IN FROM EDGE. v TERMITE ZONE AS PER SECTION R320. 200'1 WFCM TABLE 3.2B. 1• ALL CONSTRUCTION SHALL CONFORM TO ALL NEW YORK STATE, TY CONNECTED TO OVERHANGS ARE TO BE AND ALL SUCH. CODES SUPERCEDE THESE DRAWINGS. TRANSFER SHEAR T BOTH R406.1 NEW .: .. . . . . . ......:. . ... : . . .,... .. .. , .:,. v.. ,..,.. . ... .........:• NAILED A 6 oc IN T 6. CONCRETE AND MASONRY NDA PLAN'S STRUCTURAL CONFORMANCE WITH THEN ;...:..,,,:..............:...'.:: .. .:.:':,;•:-;::s. : : ...:...:....: .: .: .'..:.'.v. :. ,:.. .;:..... MA 0 RY FOUNDATId MPPROOFING. CONCRETE FOUNDATION WALLS THAT RETAIN EARTH AND 2. THE ARCHITECTS OR ENGINEERS APPROVAL APPLIES ONLY TO THIS PLA COIL STRAP TIES. ,. ;. ...,....•.,:..:,•. •-: •�.:.:....;:,. , ;,.,.:...::':.... .., .. , ;: ..;:-:•.:..:.. '._:::..:........•;:, .,... ....... ,,:..•.;.. i ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE YORK STATE BUILDING CONSTRUCTION CODE. • ' SECURE EXTERIOR WALL " EDGE & FIELD AREAS. AN Y 2-16d COMMON NAILS HE JOB SITE PRIOR TO COMMENCING WORK. •-' - • • "- •• •• - ' •• '• '•`• • ` -ALL DIMENSIONS AND CONDITIONS AT " •- FINISHED GRADE. AS 3. THE CONTRACTOR SHALL VERIFY A D NSTUD ® 1st FLR TO MASONRY WALLS SHALL HAVE NOT LESS THAN PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR AT 6 oc OF THE WALL. CONCRETE FOUNDATION WALILS OR PARGING SHALL BE DAMPPROOFED WITH A BITUMINOUS COATING, 3 LB/SQ DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. _ Z EXTERIOR WALL STUDS ® YD OF ACRYLIC MODIFIED CEMENT " COAT OF SURFACE-BONDING CEMENT 0 4. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY - HOLDDOWN: - 2nd FLR W/ C„# 520 E COMPLYING G WITH ASTM C887 OR ANY MATERIAL OR UNDER THE DIREC11ON OF THE UNDERSIGNED AND TO THE BEST OF HIS/HER KNOWLEDGE. INFORMATION AND BELIEF - _ / 7848# CAPACITY AS 1 1/4" x 20 GA. COIL „ PERMITTED FOR WATERPROOFING IN SECTION R406.2, AND OTHER APPROVED METHODS OR MATERIALS. PER 3.17E PERFORATED � *IF GREATER THAN 2 -0 MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. STRAPS AS MFR'D BY R406.2 CONCRETE AND MASONRY WATERPROOFING. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVER SOIL-WATER 5• ALL WORKMANSHIP AND CONSTRUCTION MATERIALS WILL BE OF GOOD QUALITY, FREE FROM FAULTS AND DEFECTS AND IN SHEAR WALL CAPACITY SIMPSON STRONG-TIE. BUT LESS THAN 4'-0 CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH & ENCLOSE INTERIOR SPACES & FLOORS CONFORMANCE WIT THE CONTRACT DOCUMENTS AND MANUFACTURERS SPECIFICATIONS. INSTALL 0 EACH STUD ® NAIL 3 oc NON-SHADED AREAS ARE 6• IT IS INTENDED THAT THESE DRAWINGS SPECIFICATIONS INCLUDE EVERYTHING NECESSARY TO PERFORM THE ENTIRE WORK FIELD AREAS. FIELD BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF THE F0011NG TO THE FINISHED GRADE. WALLS SHALL BE 16" oc MAX W/ (3) 8d PROPERLY. EVERY ITEM NECESSARILY REQUIRED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. UNLESS EXPRESSLY COMMON NAILS IN EACH `. AREAS ARE TO BE NAILED I WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 2-PLY HOT-MOPPED FELTS, 55 LB ROLL ROOFING, 6-MIL `�� :�' ENDWALL AT 12 oc NOT INCLUDING " STATED OTHERWISE, ALL SYSTEMS AND EQUIPMENT SHALL BE COMPLETED AND OPERABLE. ._, POLYVINYL CHLORIDE, 6-MIL POLYETHYLENE, 40-MIL POLYMER-MODIFIED ASPHALT, 60-MIL FLEXIBLE POLYMER CEMENT, CORNER STUD HOLDDOWN DETAIL - END CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING, OR 60-MIL SOLVENT-FREE LIQUIE-APPLIED SYNTHETIC RUBBER. PLUMBING NOTES 4 STUDS 0 ALL 4 CORNERS FLOOR TO FLOOR CONNECTION OVERHANGS). SIDEWALL ll R408.1 CRAWL SPACE VENTILATION. VENTILA11ON OPENINGS THROUGH FOUNDATION WALLS AT CRAWL SPACES SHALL HAVE A 1. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL, MUNICIPAL, LOCAL AND OTHER CORNER HOLDDOWN DETAIL FLOOR TO FLOOR CONNECTION MINIMUM NET AREA OF 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF FLOOR AREA, AND ONE OPENING SHALL BE WITHIN AUTHORITIES HAVING JURIDSICTION. ANY WORK NOT SUBJECT TO THE APPROVAL OF THE AUTHORITIES HAVING 3'-0" OF EACH CORNER OF BUILDING. WHEN A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF JURISDICTION SHALL BE GOVERNED BY THE NYS PLUMBING CODE, THE COUNTY HEALTH DEPT, BEST PRACTICE AND SCALE: 3/4" = 1 ' - 0" SCALE: 3/4" = 1 ' - 0" SHEATHING ATTACHMENT DIAGRAM VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SF FOR EACH 1,500 SF OF UNDER-FLOOR SPACE AREA. PROVIDE MANUFACTURERS SPECIFICATIONS. MINIMUM ACCESS OPENING OF 18" x 24" AT CRAWL SPACE. 2. EXTEND PIPING, SOIL, WASTE, AND VENT LINES AS REQUIRED. CONNECT TO APPROVED SANITARY SYSTEM. DIMENSIONAL WD OR NO SCALE 3. ALL DRAINAGE PIPING SHALL BE RUN IN EXTRA HEAVY CAST IRON PIPE SIZED AS SHOWN ON THE DRAWINGS OR AS MICROLAM BEAM, SEE R408.3 UNVENTED CRAWL SPACE. CRAWL SPACE CAN BE UNVENTED WHERE EXPOSED EARTH IS COVERED WITH A REQUIRED BY CODE. COIL STRAP TIES: FRAMING PLANS CONTINUOUS CLASS 1 VAPOR RETARDER, AND ONE OF THE FOLLOWING: CONTINUOUSLY OPERATED MECHANICAL EXHAUST 4. PITCH ALL DRAINS AND BRANCH VENTS MIN. 1/4" PER FOOT. SECURE EXT. WALL STUD »3 ' 'T w " pF •: VENTILATION OR CONDITIONED AIR SUPPLY SIZED TO DELIVER AT A RATE EQUAL TO 1 CFM PER 50 SF OF CRAWLSPACE FLOOR 5. NO PIPES EITHER WASTE SUPPLY OR VENT. SHALL BE EXPOSED EXCEPT AS REQUIRED AT FIXTURE. TO RIM JOIST & SILL ' AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA, AND PERIMETER WALLS INSULATED IN ACCORDANCE WITH SECTION 6. PROVIDE AND INSTALL PROPER INSULATION ON ALL HOT AND COLD WATER AND SANITARY PIPING. PLATE W/ #CS20 1-1/4" a' a. cm17"" N1102.2.8, OR AN UNDER-FLOOR SPACE PLENUM COMPLYING WITH SECTION M1601.4. 7. PROVIDE AND INSTALL ALL PIPING REQURIED FOR HVAC SYSTEM. Y 2n cA- coil STRAPS CL'G OR FLR JOISTS, SEE 8• ALL FIXTURES TO HAVE 1/2" SUPPLY UNLESS OTHERWISE REQUIRED BY PLUMBING FIXTURE MANUFACTURER. PLUMBER TO ' •• FRAMING PLANS AS MFR'D BY SIMPSON ,., -�:��, ,�,y• �,4 R408.4 ACCESS. PROVIDE MINIMUM ACCESS OPENING OF 18"x24" AT UNDER-FLOOR SPACES EXCEPT THAT IT MAY BE VERIFY ALL PLUMBING REQUIREMENTS. STRONG-TIE. INSTALL ® BEAM HANGER: '; 16"x24" AT EXTERIOR WALLS OR BELOW OR BELOW GRADE. 9 PIPING MATERIALS SHALL CONFORM WITH NYS CONSTRUCTION CODE. T.O. 1st FLR " .• „• '.: EACH STUD ® 16 oc k 10. ALL PIPING TO BE INSULATED AND LOCATED SO AS TO MINIMIZE NOISE. SECURE JOISTS TO GIRDER 11-PROVIDE AND INSTALL LEAD OR LEAD-COATED COPPER PAN, COVERING SIDES AND BOTTOM OF SHOWER ENCLOSURE. ALL MAX W/ (4) 8d COMMON OR HEADER W/ JOIST WOOD FLOOR FRAMING DESIGN. ALL FLOOR JOISTS, GIRDERS AND HEADERS TO BE DOUGLAS FIR-LARCH #1 WITH THE MINIMUM PR NAILS AT STUDS (3) 8d _ SEAMS CONTINUOUSLY HANGER #GLT OR-JHGLT VALUES: Fb(SINGLE)=900PSI, Fv=90 PSI, Fc(PERPENDICULAR)=5200 PSI AND E-1,300,000. MOISTURE CONTENT NOT TO ® RIM JOIST & (3) 8d AT gFAful HANGER AS MFR'p PROPOSED ALTERATION AND ADDITION T0: EXCEED 19 PERCENT. SILL PLATE (WRAP UNDER BY SIMPSON STRONG- FLOOR JOIST SPANS DESIGNED AS PER WFCM T.2.7A & 3.18A FOR RESIDENTIAL SLEEPING AREAS, LIVE LOAD=30PSF, ELECTRICAL NOTES THE CORITSIDIS RESIDENCE PLATE) TIE. INSTALL.PER MFR'S L/A=360, AND TABLE 2.8A & 3.18B FOR RESIDENTIAL LIVING AREAS, LIVE LOAD=40PSF, L/�=360. 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (LATEST EDITION). UNDERWRITERS SPECS (DEPTH & BEAM 1800 CEDAR BEACH ROAD = � '� : GIRDER AND HEADER SPANS DESIGNED AS PER TABLE 3.22A-E FOR GROUND SLOW LOAD=20 PSF. LABORATORY, KEYSPAN, AND ALL CODES AND AUTHORITIES HAVING JURISDICTION. EC 26 HANGER TO MATCH THAT SOUTHOLD, NEW YORK 11971 -r /( 2. UPON COMPLE11ON OF THE WORK, THE CONTRACTOR SHALL OBTAIN AND PAY THE FEE FOR A CERTIFICATE FROM THE NEW OF JOISTS) R502.4 JOISTS UNDER BEARING PARTITIONS. DOUBLE JOISTS UNDER BEARING PARTITIONS THAT ARE SEPARATED TO PERMIT YORK STATE BOARD OF FIRE UNDERWRITERS FOR ALL WORK. THE INSTALLATION OF PIPING OR VENTS SHALL BE FULL SOLID BLOCKED WITH 2 BY LUMBER SPACED NOT MORE THAN 4'-0" 3. CONNECT ALL EQUIPMENT, EXHAUSTS, MOTORS, CIRCULATORS, ETC. CHRISTINE BRYSON - ARCHITECT oc. 4. PROVIDE AND INSTALL FLEXIBLE DUCT AND ROOF CAP AS REQUIRED FOR EXHAUST FANS. JOISTS TO FLUSH WOOD OR MICROLAM P. O. BOX 7455 WANTAGH, NEW YORK 11793 631-241-6506 R502.6 BEARING. THE ENDS OF EACH JOIST, BEAM OR GIRDER SHALL HAVE NOT LESS THAN 1.5 INCHES OF BEARING ON MOLD DOWN DETAIL 0 FD'N WALL GIRDER OR HEADER WOOD OR METAL AND NOT LESS THAN 3 INCHES ON CONCRETE OR MASONRY. JOISTS FROMAING FROM OPPOSITE SIDES OVER HOLDDOWN DETAIL � FD'N WALL JOIST TO FLUSH GDR HDR DETAIL A BEARING SUPPORT SHALL LAP A MINIMUM OF 3 INCHES AND SHALL BE NAILED TOGETHER WITH A MINIMUM THREE 10d FACE r O GDR/ HDR OR METAL SPLICE. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING "J ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2". SCALE: 3/4" = 1 ' -- 0" SCALE: 3/4" = 1' - 0" Final review d documentl 713A File $` pate; / FOR ALL NEW CONSTRUCTION AND NEW ADDITIONS ��. NOTE: HOLD DOWN CONNECTIONS ' (REQUIRED STR /OR j I ANCHOR BOLT SPECIFICATION NAILING & STRAPPING AT _ All STRAPPING TO BE 1 1/4'X20 GA STEEL OR NOTE: 1 (REQUFIED FOR ALL NEW CONSTRUCTION APD/OR NEWADUITiONS), !: EXTERIOR WINDOW / DOOR H EAD E-RS 'S�S� EQUIVALENT - CS20 (c STRAP) (RE( AT EACH BUILDING CORNER) ALL STRAPPING TO BE 11/4720 GAUGE STEEL OR TYPICAL TYPICAL. (ALL STRAPPING SHALL BE NST PRIOR TO SHEATHNG) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) TE� AT EACH OVERFEAD.GARAGE DOOR JAMB) 'SWIPSON' EQUIVALENT - CS20 (COLED STRAP) i, SPACING CORNERS BEARING ON cicTNHAJUSTA ALL COIL STRAPPING To HAVE A HANGER FLOOR ATTACHMENT INSTALLED AS PER MAPlFios) Eu E i 12' max. NAILING SCHEDULE B' (WOOD FRAME CONSTRUCTION MANUAL) (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADC>l1 .S) ALL.STRAPPINa TO BE SPACED AT 16' O.C. 'Y - ROUGH OPENING RECUIREIvENTS FOR WINDOW OPENNGS \ RROOF AFTER AT RAFTER TO RIDGE BOARD CONNECTION Notatlort - LiOATi.O/i��AM Q Rough A B C D E F FOR RIDGE STP�Ai'- (3) 8D COMMON AT EACH BSD OF STRAP __ - Opening ALT.COLLAR TE - (3) 100 COMMON NAILS AT EACH E"Pt3 -------_____-- . . a io 2'-0" 2 (1) 2x4 1 1 1 1 q 'SI PSON' HDQB FOR ►------------ CX '�toles?-I! , w ., OR •' 4 (1) 2x4 2 2 2 2 'SWSON' PH?6 -2-16D COMMON' . AT RAFTER TO RIDGE BEAM CONNECTION PLAN (i _ _ 4-0 3 3 NAILS 6' O.C. FOR ADJUSTABLE (10) 10D COM!"NAILS AT FACE 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 D •• FOR STUD LENGTH .. JOIST HANGER - 8'-0" 8 (2) 2x4 or (U 2x6 3 3 3 3 BLOCKING (5) VD COMMON NAILS AT RAFTER 'SMPSON' LSSU28 ROOF � ENIDWALL RAFTER . • 10'-0" 10 (2) 2x6 4 4 . 4 4 3' SQ, x 5/16' WASHERSAL CEILING _ & END NUT SETUP 12'-0", . . 12 0 2x6 5 5 5 5 B AT SLOPING RAFTERS OR RAFTER TO C E HEADER CONNECTIONS PROVIDE JOIST DOUR E SILL PLATE o Notations : 1,� .• SIfvPSON 'lSSU28' ADJUSTABLE HANGER. ROOF - (SNGLE FOR SLAB ON CELNG GRADE -• G A: NUMBER OF 8D NALS AT EACH END OF STRAPPNGS •. RAFTER APPLICATIONS) ». A ''' B. NUMBER OF SII. STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) AT RAFTER TO TOP PLATE TO STUC7_GONaNECTION TOP PL. JOIST 5/8' CLIA. ANCHOR 'S%uPSON' HDQB / FOR STRAP - (3)8D COMMON MALS AT.EACH END OF STRAP � - _ A OR FOR H2 - (5) SD COWtAOiJ NAILS AT EACH END OF STRAP BOLTS (TYPJ •: :' �',_ m C. IaJMBiR OF FULL HEiQH r KING STIRS AT EACH SDE OF HEADER 'SavPSOM Ptfl6 I ` POURED IIT = •• 9 D. NUMBER OF 160 NAILS EPO-I`IALED THROUGH ADJACENT KhIQ STUD T'0 END F BY'StvP"a0f�' SIMPSON' �� H2 CONCRETE _ ' ' ',� •, OF HEADER AT EACH SDE FIRST FLOOR ATTACHMENT M E NT • I FOLMATTON _ °':• d; E. PIUvEiEii OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE Ff_ADFAS) �� STUD ALL UIPS & STRAPS CAN BE MOUJT'ED I WALL SECTION F. NUMBER of 160 NAILS END-NAC_ED TTflWGti ADJACENT JACK STUDS TO ` �QO FOR ALL NEW CONSTRUCTION AM FIRST FLOOR ADDITIONS) FROM EITiiER ALL EXTERIOR OR A11 . NOTES : END OF SILL(S) AT EACH SDE (DOES NOT APPLY TO DOORS) . INTERIOR, BUT NOT A COMBINATION OF BOTH AT STUD TO FLOOR ASSEMBLY 1. USE 5/8' DIA. ANCHOR BOLTS W/ M14MUM T EMBEDMENT INTO TO STUD CONNECTION W/ 3' SQUARE ARE x 5116' WASHERS ANO END NUT SETUP. SO Q •IONS) +, Y F Z ANCHOR NOTED HEREIN ARE NOT To BE USED FOR OR REPLACE[)BY ... .:_:........-�..�,,.,_;_- ..... MITS 1s (ON.. APPLICABLE OR TWO-STORY ,�� , i HOLD DOWNS FOR SFEARWALLS. SONO PHD6 _ , igtare 3.3a Solid Sawn Joist and Rafter Notching and Boring F •._._-_--------2 160 CC>MvION OR STRAP. (9) 10D COMMON NAI.S SHOE PL ung Limits — NAILS ® 6' O.C. AT EACH END OF STRAP -SI.OFLR .• FOR FULL LENGTH ' 3. OPE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' NNMIJtvI TO f OF STUD 12' MIAXMLJM FROM ENDS APD CORNERS BLOCKING FOR ALTERNATE (14) 10D COMMON NAILS RIM JOIST FLOOR ® ENDWALL STRAP CONS FOR EACH STRAP BLOCKING NG AT E N DWA .L - M STRAPS TOTAL DIST F � � (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR W-W ADDITIONS) 4 TOP PL �,E Outer t&Aird of a FOR SECOND FLR. - SHEATTNG TO OVERLAP — an on 1y fr 4: ADDlTI("v� FIRST & SECOND FLOOR & BLOCKhtG 2 BAYS ry .'. .: STNS BY MV. 12' 13 BACK �� 48' o.o. .... . .: . a' ; *• '• - ..., ATTIC 7/8' DIA. +1 � TT•flEAD83 ROD ENOE�3DED 12 1/2' 14TO CONCRETE W/ 'SM'SON' ET I 3 WIGH STRENGTH EPDXY ADHESMM & FOR 1/4 Joist TEMPERATURES (0 DEa TO 40 DEG F) USE. depth, Max. SIvPSONi' AT-WGH STRENGTH ACRYLIC ADHESIVD. SHOE PL �:. 2" Min. ALL STRAP ..... . SLEFLR $/3 Joist •� PWG. ANCHORS, HOLD DOWNS,.. '� FIRST & SECOND FL depth, Max. � & ADHESIVES TO BE INSTALLED AS PER AT STUD TO FLOOR ASSEMBLY 1/3 Joist- MANUFACTURES SPECIFICATIONS. TO SILL PLATE CONNECTION RM JOIST FLOOR depth, Max, FOR STRAP - (9) 10D COMMON NAILS JUST /6 Joist -. .. ........-" . ._..._..._.W:� ,_:_--...: _. _._.-...._:.. �._�. EACH ENO OF STRAP i BLOCKNG 2 BAYS ; depth, Max. AT S UNC SU_ RATE SILL PL I BACK a 48' o.o. a •, 1• • figure 3.3b Stud Notching and Boring Limits •:,. . •• � :, ,::. .: - . EXCEPTION: •• wHEN AN ATTIC FLOOR OR al NG DIAPHRAGM IS USED TO BRACE THE GABLE ---.� 2x4 Continuous ENOWALL OR WHEN A HP RO( SYSTEM IS USED BLCMOK.NG IS NOT PEQUPM. lateral brace at 8' o.c• n ;li. ;,:II': ~�-- , Truss or coiling Joist 'L.'...... 240d.Nabs T (i ble End rus Notch i I I depth<1/4d d 9 ; Hole edge Outer 1/3 of distance > 5/8" "� '"�f 0-8d Nabs AT STUD TO FLOOR ASSEMBLY 'St 'SCkJ' RATIO LMITS.• H/L S 3 '1/2 span only •..�„� TO SILL PLATE CONNECTION 'S Hole diameter (SLAB ON WADE AND/OR GARAGE WALL APPLICATIONS) PLYWOOD NOT SHOWN <2/5d FOR SP4 STRAP- (6) 100 COMMON MALS 5d Cooler Nails at 1o" ' `a • '.° : ,' -�•, --Y-- 1 FOR CLARITY Stud Single Stud e Hole diameter O.C. / - AT EACH SDE OF STUD °,;e �•• _ ,- p < 3/5d 2"x4"Block ail nabs each Y1I AP STF APR1G U�DBR Sit. PLATE SOLD BLOCKING ® Double Stud brace! With 4- SEAMS -: Piste •,:u, ,-,�,: , �„ .: ;:,L�- :..:,;. x Gypsum Boar - '' _. ,. ..�•, Hole l` distance> 5/8" Sd Cooler Nails at 7"o.c. 20 Gage Strap - <; �...r:... - :_... 10 8d Nails PLYWOOD SH=ATHNG 8D COMMON MALS 0 6' END VIEW SECTION O.C. EDGE & FEL.D. Endwall Studs Minimum Uniformly Distributed Live Loads , Tablo HOLD DOWN SEE CEILING LIVE LOAD ' _ - ALS THIS SHEET a 2,5c 1-Joist Bevel Cut WALL __.. ..__ igu BRACING GAELS END USE AD LOAD _._._ . J� .,•. 1N ■ Ili Exterior Balconies 60 Oaf paf Decks 40 psf I3g �. Passenger Vehicle Garages 50 psf PW�, _ . Do not bevel cut Joist beyond inside ATTICS without Stora - 0 - Storage 10 psf � 10 p•9f y ATTICS with Storage 1. SHEATING AS PART OF SIEARWALL SEGMENT WHERE NOTED ON FLOOR PLAR.SHALL BE face p �q/all. N'O �earing 20 psf 10 psf CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. ROOMS other than sleeping rooms 40 psf 1D psf 2'. HOLD DOWNS REQUIRM AT ALL CCANERS OF STRUCTURE SEE DETAILS THS SHEET. Above Sleeping Rooms 30 ` Z. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. psf 10 pqf • : Stairs �_.. 40 psf •D ice$ S H EARWAL L SEG. DETAIL ( Guardrails and.Handrails 2DO psf _ g ROOFS : Uve-F Ground Snow Load Adjustments psf a h' ,;f - -. Figure 2. Colrtlri>ri Load Transfer �� Figure 2.Sa 1-Joist Floor header : !Figure 2-7 ]-Joist Supported by dangers Attached '�o Interior Learn aglure: 2.. a t-Joist Connection #® ;gill }"re 2.6c Stair Stringer,_ j Through 1-Joist Floor _ fir`. CODE thll�®RNiATI(� Plate C®iaBee;tioi to I-Joist Floor System. w.: System to Foundation Blocking bet ween THESE CONSTRUCT{ON DOCENTS WERE PF1F'ARED USINQ::T!-E BU(LDNG &'RESDENTIAL CODE OF NEW YORK Notes: joists. Woo bears STATE N CONJUNCTION W/ THEPRESc`RI'TIt Backer block installed tight - DI~SIn,V OF . Connection between �e1StS needs THE WOOD FRAME.CONSTRUCTION MANUAL FOR ONE & Nall joist to : t® ott®11I of toywange. to be s�afflcient Ito allow for Jo'i t hanger TWO FAMILY DWELLNGS(2D41 ®[TION) ASCE 7 11-ESE ENERGY CONSS1VAMN CALCULATIONS VAS:E IL with.8d load transfer between members. Wood PREF�AR® IJS�JG THE ENERGY CONSERVATION at 6" �.C. • beam 20 f .foist hangs coNSTRucTION CODE OF NEW YORK STATE Wl/�Y �c�, DETAIL SHEET -- -''Ql - PROPOSED ALTERATION AND ADDITION TO: A (.> .� ' Top of hanger shall be PGHITECT THE CORITSIDIS RESIDENCE � �' Filler bi®c located above neutral anis �aP��N� R b � 1800 CEDAR BEACH ROAD 0f beam. Co , . Framing anchor each side. � 1. �� ;"� ;.: � � � SOUTHOLD, NEW YORK 11971 _ Note: r Note: Solid block all • o CHRISTINE BRYSON - ARCHITECT Web stiffeners each side May Ij a,., Backer filock installed tjg ij,n,1; � ;a..� � � ,�� 1. r �t3 t � Connection between) joists needs r '' P.O. BOX 7455 WANTAGH, NEW YORK 11793 631-241-6506 end Dept opy from ZBA . . �a � �, ; q hosts °orri above �a of fop fl� rt�em required dos , r^stability ha,.Il Fina rev, .. � l �� '��` �� t� t '"� d ocuments , ti.-. - c><a� o a ears beior�► ti ..��1�;�,� _ t�� - .��.�� , �a� • -N o b f e sufficient t® allow for 1 � b n co4�,��;� � F. 'fl;��,�t i �- "6:� :�t � '`��' --- Date: till' • l