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48386-Z
of SUUryO�o Town of Southold * * P.O. Box 1179 53095 Main Rd �����ou►m�` � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45966 Date: 02/10/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 39550 Route 25 Orient, NY 11957 Sec/Block/Lot: 15.-8-26.8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/15/2022 Pursuant to which Building Permit No. 48386 and dated: 10/11/2022 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including deck extension, to existing single family dwelling as applied for per ZBA#7714, dated 12/15/2022. The certificate is issued to: Barry Ball,Kimberly Vanzee Of the aforesaid building. S.UFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48386 11/21/2024 PLUMBERS CERTIFICATION: A thori d Si ature d��ffSQUThG 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#: 48386 Date: 10/11/2022 Permission is hereby granted to: Barry X Ball 303 E 60Th St Apt 39J New York, NY 10022 To: Construct a.deck addition and interior alterations to an existing single family dwelling as applied for per FEMA requirements. * 5-4-23-Amended to include additions and alterations to an existing single family dwelling as applied for per ZBA approval#7714. 1 2 24fAAmme`nded'toslecrease the scope;of work to omit the—c rp"ort�'and econd story��aclditi:o". Premises Located at: 39550 Route 25, Orient, NY 11957 SCTM# 15.-8-26.8 Pursuant to application dated 08/15/2022 and approved by the Building Inspector. To expire on 04/11/2024. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $276.40 CERTIFICATE OF OCCUPANCY $50.00 Flood Permit $100.00 AMENDMENT TO PERMIT $363.13. ELECTRIC -Residential $100.00 Total $889.53 JA�) &;Idr rmbp(&Di' TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� ; SOUTHOLD, NY s 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#: 48386 Date: 10/11/2022 Permission is hereby granted to: Ball, Barry 303 E 60Th St Apt 39J New York, NY 10022 To: Construct a deck addition and interior alterations to an existing single family dwelling as applied for per FEMA requirements. * 5L4-23 mende„tliitaA exist N. mgleffam�ily` dwellings'ap"pl�ed'Lfor perZBA►p roval�"#771�4. At premises located at: 39550 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-8-26.8 Pursuant to application dated 8/15/2022 and approved by the Building Inspector. To expire on 4111/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $276.40 CERTIFICATE OF OCCUPANCY $50.00 Flood Permit $100.00 WIN AIVIEND 4U T OO P)✓^KNIT Total: $789.53 Building Inspector �o�suFeol,t�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT x 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#: 48386 Date: 10/11/2022 Permission is hereby granted to: Ball, Barry 303 E 60Th St Apt 39J New York, NY 10022 To: Construct a deck addition and interior alterations to an existing single family dwelling as applied for per FEMA requirements. At premises located at: 39650 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-8-26.8 Pursuant to application dated 8/16/2022 and approved by the Building Inspector. To expire on 4/11/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $276.40 CERTIFICATE OF OCCUPANCY $50.00 Flood Permit $100.00 Total: $426.40 Building Inspector ofso�r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ulm. 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#: 51395 Date: 11/19/2024 Permission is hereby granted to: Barry X Ball 303E 60Th St Apt 39J New York, NY 10022 v (, TO: r ULP- rr0 I' mudroom electric lights,outlets and switching n Premises Located at: 39550 Route 25, Orient, NY 11957 SCTM# 15.-8-26.8 Pursuant to application dated 11/19/2024 and approved by the Building Inspector. To expire on 11/19/2026. Contractors: Required Inspections: Fees: ELECTRIC-Residential $100.00 Total $100.00 ji'a Building Inspector i °F so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 �yCOUNV i BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Barry Ball Address: 39550 Route 25 city:Orient st: NY zip: 11957 Building Permit* 48386 Section: 15 Block: 8 Lot: 26.8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: CLOS License No: 38893ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 3 Bath Exhaust Fan. Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Sump Pump Other Equipment: Notes: Mudroom Inspector Signature: r Date: November 21, 2024 Copy 1 OF SOGTyO� - -- - * # TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C,94bl9i 4VI7! . , oL pLtj tJ" d12. Q�Iriti " 1— el�5 DATE ��✓?•� INSPECTOR q SOUTy�� # # TOWN OF SOUTHOLD'BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Nft ' 1 DATE Y INSPECTO Qf so TOWN OF SOUTHOLD BUILDING DEPT. `�courm e�' 631-765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: QV4Z DATE INSPECTOR ' OE SO(/Tyolo # * ' TOWN OF SOUTHOLD BUILDING DEPT. coum N 631=765-1802 INSPECTION . [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] .rULATIOWCAULKING - [ ] FRAMING/STRAPPING [ FINAL [ . ] FIREPLACE & CHIMNEY . [ ]'.-FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION " [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] ' CODE VIOLATION - - [ ]' PRE C/O [. ] RENTAL RE ARKS: I d� c 0M C&lk�eK�e�f DATE INSPECTOR From: Dennis McMahon icmahonbrosltd@gmail.com Date. Mar 21, 2024 at 11:13:38 AM To: Dennis McMahon icmahonbrosltd@gmail.com TF- d.! F SC Sent from my Phone From: Dennis McMahon !cmahonbrositd@gmail.com Date: Mar 21, 2024 at 11:02:36 AM To: Dennis McMahon mcmahonbrositd@gmail.com 4 a I r a ,w. yy •e 4y t Sent from my Phone From- Dennis McMahon mcmahonbrosltd@gmail.com Date: Mar 21, 2024 at 11:05:26 AM To: Dennis McMahon +cmahonbrosltd@gmail.com t t � � • s � T a s Sent from my Phone Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankueliendahl.com March 15, 2023 Submitted to: Michael J.Verity Chief Building Inspector Town of Southold Owners: Barry Ball and Kimberly Van Zee 303 East 60th Street New York, NY 10022 Project: 2"d Floor Addition above existing Driveway 11 Floor mudroom Addition at 39550 NYS Route 25 in Orient Dear Mr. Michael Verity, According to the DEC map the pond on the owners' property is a fresh water pond. Therefore I can state that the proposed addition to the Ball residence does not require a DEC permit, because it is outside of their jurisdiction. � . Sincerely, � �� UE F�,a h . 0216r`43 2 Frank Uellendahl, RA ' a PJ � �� IIsIIIV/ J9 rnla - E 9 If I MAN 1 2023 r7 ..� • � r4+ ,�t�� �f so ' 150 ' J23 6I t` roe LL 0 95 a 77 99 !32 4/ 2I� 2A4 r63 M S a A T .� �:x 73 \ R E,S T D - Ir4 •4 3• � 4-1 � _ -.. .i . Iu � r2s \\ +• p 350 000• 'f Li�hthou tl ,` \ p i 1,75 rtae rse M.,i Ie ,2 1�arbor Groundr9 L ,ij ientOusa �f/yl (►) red !64 7e • . '.. � r7 0 r y �'!7 • 2a 2 i %�S, IB! 4560000-N. • s ; .ORIENT,POINT ,+ • ( ,PO PmM T. dE SvrCOUNTY .ARC- �•-"' 39 ' _ - rie � •` s ` o�, a-'"" PARK Poi VIEW LAAE - o>Ce.mr artne c 340j;000 O l FEET i Q l PA � 3I Q 4/ 41 0739+i 72"16,' ., 2.490 000 FEET 12'30'% �3g000m,.E. �QOX�' Published by the New Yor{k State, Dep liment of Transportation P�C m cooperation with the 'IJ,S'. Department'',of Tran;portatio,n G= Federal Highway Administration. — - - too" Map..base 'from 1,9.64' 'U S Geological Survey,7.5=M[nute Obadrangle. r Map revision s made;using aerial,photographs dated 1990 construction plans,;.officialifecords -and other sources:, Features revised include Transveise. Mer,� highways and other transportation facilities civil end public To Place on the land boundaries receaUon sites hydrograph,y an•di�lbwldings,_ tz meters; outn Gray tint indicates, developed areas in which onl�4 ilandmark — buildngs are,shown. Darker gray tint indicates open watehfeatures: �.� 1000=meterticks based on Revisions, may,not comply with Natignall Map.Accuracy i tandards., setwgen�z° add za° west Consnu ` Mpg ator Projection/grid, Areas e' r - -Corresponden.Ce concerning, this'' and other ,Depgr, eflt. '.Qf - The scale of this,,,.mep�has;been adj Transportations maps should ,be directed to-, Map t4.or nation scale;T}te TransveJse,Mercator pro Unit,New York State 'Department ioPTgansportation State Campus E' LO.CATION 1 on the N • _ _ _ Building 4 Ro.om 105:, Albany., New, 'York 12232. QUADRANGL , 0 000 foottticks based Revisions by`J Hoover' 1991,Magneti Environmental Resource Mapper Base Map: Topographical Using this map + Search +Tools + Layers and Legend Estuaries Rivers and Streams Shorelines ® State Regulated Freshwater Wetlands (Outside of the Adirondack Park) State Regulated Wetland Checkzone 0 Imperiled Mussels R/h. I Crr—i— D-4 A U/off— + Other Wetland Layers + Reference Layers +Tell Me More... + Need A Permit? 0 100 200ft + Contacts FIELD INSPECTION REPORT DATE COMMENTS �•?3•� !2 G�22lZ oO FOUNDATION (1ST) dn-� on • �9-�vt. ��it• �o,e �s• � ------------------------------------ C FOUNDATION (2ND) t� z Window o y 00 ROUGH FRAMING& IA "Qi PLUMBING I 1 1 4TIN N � r r� INSULATION PER N.Y. y STATE ENERGY CODE A h © � FINAL I f ADDITIONAL COP4MENTS b 61 la 1 Z 2 -_ W V y6 5 Z3 Z m 3- :� 'Tru �b y O z �x x e ro y =oguFFot,r�oG� TOWN OF SOUTHOLD—BUILDING DEPARTMENT x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone 631 765-1802 Fax 631 765-9502 h s //www.southoldtom ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only 4 PERMIT NO. 1 Building Inspector: ® I� xA, y r� AUG 15 2022 Applications and forms rnust5be filled out°�n their entirety; Incomplete applicat�oris will not be accepted Where the Applicant is not the owner,an BUILDING DEPT Owner's Authorization form(Page 2)shall be completed` x `, T0VVN OF`r'OU7d-0 D 4 V V Date:August 8, 2022 OWNER($)OF PROPERTY : k - Name:Kimberly Van Zee,and Barry X Ball scTM#1000-15-08-26.8 Project Address:39550 Route 25, Orient, NY___.�� ,_,_...� ._........._.._:_. Phone#:646-283-6595 Eman:vanzeek@gmail.com „„ Mailing address:303 East 60th Street New York NY 10022 CONTACT PERSON � � g „ s NameTrank W Uellendahl Mailing Address:123 Central,Avenue,,POB_316 Greenp ort, NY-11 944 Phone#:632-680-0041^ » m _ T Email frank uellendahl@gmail.com DESIGN PROFESSIONAL INFORMATION , s' k Name:same as Contact Person above Mailing Address: Phone#: Email: ,CONTRACTOR INFORMATION �- ' � , f Name:Dennis McMahon Mailing l Address:133 Centra Avenue Greenport,,>NY 11944 _,.. ..._. ...._..____ __.�. ., z_...__ _ _,__.... ,. __........�,. _. Phone#:g17- 921-6984 u Email:mcmahonbrosltd@gmail.com T k K, a f DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $95K Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ©No 1 ON? �F Ea "Y t.' i q?. 4+5i'h 5 €,S5 AR k _ _ '!" c h. - I 'aF . J. � .� ;PROPERTY�INfORNIATI 3. Existingse of : Intended use of property .u property _ ...._...w�_,:..... intended:_.._._..�... ..v ,..,._.v__�. .... .__ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_ZOO this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑`Check Box After Reading The owner/contractor/design professional is respons�bie fpr at1 drama��and3storm water issues as prov�detl by E$: Cfiapter 23Gof the Tpwn Codes AP2LICg710N t5 HEREBY MADE xo the 8utidmg,Departmentfnr the issuance'af b 13utitling permit pursuant tothe iiu�idmg AqMi Ordinance of the Town ofSou#hold,Suffolk;CountyR New Ygrk and othek apphcabie LpwS Ortl�nances or Regi�latiQn�,forthe construct�nn o bu�ldmgs, ' additions,attetations or for removal pr demohtiori'a�herein described Tie applicant agrees to`compty with al�appiicable taws,ordinances,budding cede, housing code and regulations and to adniR autfiorizetl Inspectors on premises and m buitdmg(s)rfor necessary inspections,faise statements made herein are pumsha6le aS a class A misdemeanor urs�iantto Section 21Qa45 ofT Idew=Park State 1'enat Ww r N Y Application Submitted ):Frank W Uellendahl BAuthori ed Agent ❑Owner Signature of Applicant Date: 8 I24 �� STATE OF NEW YORK) SS: COUNTY OF SUFFOLK ) Frank Uellendahl being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Architect (Contract ,Age , 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 10day of AU&LET ,20.2-22 Notary Pu i TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK PROPERTY OWNER AUTHORIZATION NO.01 DW6306900 (Where the applicant is not the owner) QUALIFIED IN SUFFOLK COUN �" COMMISSION EXPIRES JUNE 30,2 (O we Kim Van Zee and Barry X Ball residing at 303 East 60th Street, Apt 30J I, New York, NY 10022 Frank Uellendahl do hereby authorize to apply on my behalf to the To f So Building Dep rtment for approval as described herein. Owner's Signature Date Print Owner's Name 2 o�suF#° oo . TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hops://www.southoldtomm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: MAY 16 2022 'APHcations and forts ini�st be fared outn thewrrkiretY 1ncQrnplete BUILDING DEPT. Y x TOWN OFSOUTHOLD �applicattons will nat E�e�ac�epted;<litlhere the Applicant is not the ovurier,fin' x; Owner's putt�tirizatloia four►(Page I sha ll lie comjiletecl j 3, Date:MAY 16, 2022P9 t P - OWNERj�)QF PRdPER1lt t P R � 33 Name:BARRY BALL & KIMBERLY VAN ZEE SCTM#1000-15-08-26.8 Project Address:39550 NYS RTE 25 Phone# 646 283-6595 ,.. :_.._._,._ Email bar bar xball.com , Mailing Address 303 East 60th Street, Apt. 39J, New York, NY 10022 '` _.gs �A` �ro9w- CONTACT PERSaN �•, � L� � +u e 3� � �`v'f2� i�5 l� h�t� " Name:Frank W Uellendahl RA Mailing Address:P,OB„316, Greenport, NY 11944 Phone#:631-680,0041„ w... Email frank uellendahl@9ma�l.com r DESpCaNPR(?FESS(t)NAL�INQRI17tAt101y Name see contact person Mailing Address: Phone#: Email: CONTRAfoR IN�oR1VIATlON K a Name Dennis McMahon mcmahonbrosltd Mailing Address:133 Central Ave, Greenport, sNY 11944 Phone#:917-921-6984 Email mcmahonbrosltd@gmail.com DESCRIP`FION,OF PI�OFOSED CONStRUCTIQN ❑New Structure ®Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $350K Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? RYes ❑No PROPERTY INFORMATION Existing use of property Intended use of property .1_1'—"d6 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES,PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code.APPUCATiON 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,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 buildings)for necessary-inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By( r t M V U C— Authorized Agent Downer Signature of Applicant Date STATE OF NEW YORK) I COUNTY OF T t ,/,, ' CLU4 LO LtP—.�-P-1Ac�IA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signinggcontract)above named, (S)heis the !-VCG� (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of tart' A&t-Y L. D YER NOTARY PUBLIC,STA OF NEW YORK NO.01 DW6306900 PROPERTY OWNER AUTHORIZATION, QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) OMMISSION EXPIRES JUNE 30,2 I, C, f/' residing at 67C14,A1T,di A/y Z/9( F do hereby authorize�TZ��Il/�� � to apply on m b�toTo n of Southold Bull ing Department for approval as described herein. Owner's ignatu a Date Print Ow er's Name / 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 https://www.southoldtownny.gov Floodplain Development Permit Application f?ROPERTY INFORMATION Flood Zone�� � FIRM Panel:(p jp7�'f9(�ggj SCTM#1000- Address: :5 2� , ,���� OIA26q /2L) City: � �N 6 Zip: CONTACT PERSON Name: Phone#: Mailing Address: �J�P �j AA-- 1094 SECTION A STRUCTURAL DE1/ELOPMENT(CHECKALL THAT APPLY) ;��, ,� d � ;F ' , t Type of;Stiucture ' � � " r "$ z � � 'h` - . Type of 5tructu'ral`Ac�v�t Residential(1 to 4 families) ❑New structure ❑ Residential(more than 4 families) ❑Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑ Relocation of existing structure ❑ Elevated X Addition to existing structure ❑ Flood proofed(attach certification) ,Alteration to existing structure ❑ Manufactured Home ❑ Other: ❑ Located on individual lot ❑ Located in manufactured home park SECTI�IV B OTHER DE1/ELOPMENT(CHECK ALL THATAP_PLY)❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material ❑ Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): Y By signing below I agree to the`terms and conditions of this permit and certify to the`best of my knowledge the information contained i,n this application is true and accurate 1°understand that no work may star'untiha permit is issuedv The permit may be revoked if.any false statements are made herein If revoked,ail workmust cease unfit permit is ee issued Development sF all not be usedor occupied until a Cert of Compliance�s issued The permit will expire if<io work is commenced within one year of issuance Other permits maybe ' requared to fulfill regulatory requirements Applicant gives"consent to local authontyor representative to make reasonable"inspections.,; tv venfy'comphance � f ' `' � Y F Application Submit-e y pi t a e): ��/ U Signature of Appiic njjjjjjj1`/) Date: G12,��2 gaFOtk ,o�y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 Telephone 631 765-1802 h s //www.southoldtownn . ov P � ) � � Yam_ Floodplain Development Permit Application PROPERTY INFORMATION '' Flood Zone: AE EL. FIRM Panel: 63103CO088 SCTM#-1000- 15 - 08 - 26.8 Address: 525 CEDAR BIRCH RD Or 39550 NYS ROUTE 25 City: ORIENT, NY FZIP. 11957 CONTACT PERSON Name: FRANK W UELLENDAHL, RA Phone (631) 680 0041 Mailing Address: POB 316, GREENPORT, NY 11944 PROJECT DESCRIPTION# 2ND FLOOR ADDITION ABOVE EXISTING DRIVEWAY, 1ST FLOOR MUDROOM ADDITION SECTIQN,A:STRUCTURAL DEVELOPMENT-`(CHECK ALL THAT APPLY) ,•,' 5 Type of Structure Type of Stri'ctural Acttvity R Residential(1 to 4 families) ❑New structure El Residential(more than 4 families) ❑ Demolition of existing structure ❑ Combined use ❑ Replacement of existing structure ❑Non-residential ❑Relocation of existing structure ❑ Elevated 9 Addition to existing structure ❑ Flood proofed(attach certification) ®Alteration to existing structure ❑Manufactured Home ❑ Other: ❑ Located on individual lot ❑Located in manufactured home park SECTION B O.THER DEVELOPMENT(CHECK'ALLTHATAPPLY) .a_ ❑ Clearing of trees,vegetation or debris ❑ Mining ❑ Grading ❑ Drilling ❑ Dredging ❑ Connection to public utilities or services ❑ Paving ❑ Placement of fill material R Drainage improvement(including culvert work) ❑ Roadway or bridge construction ❑ Fence or wall construction ❑ Watercourse alteration (attach description) ❑ Excavation (not related to a structured development) ❑ Other development not listed (specify): By signing below I agree to the terms`and con.ditions of this permit and certify to thebest of`my knowledge`the info�mation`contained m this;applicaton is true and accurate.]understand that no.work may start until a;perrnit is issued The.permit maybe revoked if any false statements are made herein If revoked,;all work must cease until permit is re issued Development sh'altfnot be used or occupiedti until a Cert.,of,Cornpliance is issued The permit`will expire if no word is commenced v►r►th�n onetyear:of issuance Other permits may be required to fulfill regulatory requirements Applicant gives consent to local authontyor representative to make reasonable inspections 5 to verify compliance r Application Submitted By(p'ri n e FRANK W UELLENDAHL, ARCHITECT Signature of Applicant: / Date: MARCH 13, 2023 i U.S.DEPARTMENT or HOMELAND SECURITY, ELEVATION CERTIFICATE FED ,fgAL.t91MRG%CYMAWGt3f9WAGENCY OMB No.lose-woe Manoual Fdaud;Jasu ma Program Important:Rend:thd:instruCtiont;on. i S 1-9. F,,piralion Date;duly 31,2045. SECTION A-PROPERTY INFORMATION Al, Building Owner's Name MR BARRY BALL AZ Building.Street Address(including Apt,li 52tiCE DARBfECFt nit Suite,`andlcr Bldg.No.)or P.O.Route and Box No. ROAD City ORIENT State NY ZIP Code 11967 i i ,A3 ProMrty Descdption.iLot and.Bi(cic..umbers;Tax ParoeiNUmber;Legal Desedption,otd,) A OQ0-15-0a}-26.8 i A4. Building Use fe g.,Residential,Non-residential,Addition,Accessory,etc.)ACCLSSOU A6. Latitude!Longitude'Lat,.41 DEG i19MIND6,9SEC t0ng,;72i7EG 14MIN 5i.S8EC Hoftbrital Datum; ❑ NAD 1927 0 NA01983 .AS. Attach at least 2 photographs ofthe building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number B4 AS. Fora buifdrng m*a,crawispace orendo$ure(s): A9. :For a building with:arr:attached ganege &) Square footage of crawlspace or enclosure(s): � sg ff „a) Square fodtage-of attached.gareoe sq:ft b) .Number of Oermanant'flood openings in the crawispaoe. b) Number of permanent flood openings in attached garage. i or endosura(s)within 1.6 foot above adjacent grsoo 2( within 1.0 foot aaoYe adjacent grade• c) Total net area of good Openings in A8.b $q in c): Total net area of flood openings in A9.b sq In d) Engineered flood openings? 19 Yes ❑ No d) enginHered flood openings? ❑`Yes ❑ No iSECTION B-FLOOD,INStIRANCE RATE MAP(FIRN;()1NFORMATION ' 81.NFIP CocnmunityName 4 Community Number 82:County Name 83.State f SOUTHOLD,TOiAfN OF SUFFOW, NEttV YORK lei.MaplPag3C0 88mber BS:Suffix B6.FIRM dndex Date t37:FIRM Panel. B8.Flood B9:Base;Flood Elevatton(s)(Zane I 831 Effeat09 =Do•Dabs Zane(s) o ��baseod depthAM yy-�.Jy 810, indicate the source ofthe.Base Flood Elevation(BFE)data or base'fiocd depth enteredh1tem ❑ FIS Profile tR FIRM ❑ Community Determined ❑ Othertsourc:e: i B11. .Indicate elevation datum used for BFE in item'89: ❑NGVD i929 NAVD 1988 ❑ Otherlsource: � B12. Is the building located in a Coastal SarrisrResourues System(CBRS)urea-or,Otherwise Protected.Atea(OPA)? []'Yes ® No Designation Date: (] CBRS ❑ OPA SECTION C-BUILDING El EVATiON INFORMATION($t71iVEY REQUittBD) i C1. Building elevatcons.arebasedd on ❑ Construcfion Drawinge ❑ Building Undar Cbns(ruofion' 0 Finished Construd ion *A new Elevation Certificate w81 be required when construction of the building is complete. 02. Elevations-Zones Al-A30,AE,AH,A(with BFE) VE,:V1-.V30,v iwkh AFE);AR AWA:ANAE,A" -A3o;AR/AH,ARJAO:Complete Items C2.a-h below according tothe.building diagram specified In Item A7 14 Poeito Riog.only entsrmetem, Benchmark utilized: Vertical.Datum: NAVW 88 Indicate elevation daturn used for the elevations in Items 8)through h)below. 0-NGVD 1829 IR NAVO 1988 0 Otherisource: Datum used for building elevations must be the same as that used forthe BFE, Check the measurement used, a)Top of bottom floor(including basement,crawlspace,or enclosure,floor) .1 Ml feet ❑meters b}.Top of the next higher floor c)Bottom of the ioweatitorizontal structuratmember(V Zones only) ❑feet ❑meters ❑feet ❑meters d):Aftached garage(top of slab) ❑feet ❑meters e)Lowest elevation of machinery or equipment servicing the building �_ ❑feet p meters (Describe type of equipment and location In Comments) f) Lowest adjacent-(finished}-grade next to building(UWG) g•6 ®.feet ❑metem i g).Highest adjacert(finished)grade next to building(HAG) Ad. ®feet Cl meters 11 h)Lowest adlaoerrt grade atlowest eleWloft of deck or stairs,including structural support [j feet ❑meters SECTION p=.SURVEYOR,ENGINEER,-OR.ARCHITECT CERTIFICATION ,o --«- This certification Is to be signed and sealed b a.and surve or;en inear,or architect'authdrized b law to `y y 9.. y certifjr8levation information.f cedify1hat the/ni`amation tln ails C0.10 etc represents my hest e�arts to interpret the data avallabte:. i understand that any false statementmay be'gwn sh`abi8,byOne:or imprisonment underl8 U.S.Code,,�qectfan iflol, 0 Check here If comments are pravided on back of form. Wire latitude and longitude•In.SectionA provided bye t I Tmo�t�, n [{ Check here ifattachments: lic ased.:land surveyor? ® Yes Cl:No ,I a.,. , 4i_:•� .. CertitiseaName JOHN T METZGER 1 :y License Number 49818 �.�} ; .�1•' Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS Address 12 ELER STREET City SOf1TI10W State NY ZIP Gods 11979 N,- e• . Signature. bate 03i05014. Telephone 831765=5020 ,>' e FEMA FOrM 08fi-0-33(7112) See reverse side for rantinuatibn. Replaces all preftus editions. J r u s;bE0'Ak*MEkT,6)F HomEuwDSECuwnr. ELEVATION CERTIFICATE. FEt1�RAL EMERGENCY MANAGEMENT AGENCY. QMB NO 1'F6O OQOB NaliorralFlvadhasurnnce:Program �mpownt:kim, the'instructions on:pages:1-9. Expira0on bow July;g1,:2()1:S SECTION A-PROPERTY INFORMATION. ,Al, BuUding Owner'sName MR:.BARRY BALL A2; Building'Street Address,(induding Apt,Unit,'Suite,and/orBldg Nd:):or P O;Route end;Box,No. q CEDAR#iRCH.ROAD,, City ORIENT State-NY ZIP,Code.1:195Z i A3; Peopprty Description(Lotand.Blods.Numbers,.Tax Parcef.Nomber,too Descriptioq,etc.) 1.000 15-U$-26.8 A4, Bufltlmg Use(e,g.,:Resideritial Non-Besrdenbal;Addition,Accessory;etc)'ACDESSORY A56 LatdudeiLongdude:Lat._41DEG OgMIN 08 9SEd Long 72DEG 14MIN1.6SEC HorizonfalDatum::❑ NAD 1927,0.NAi7'1983 ,AS: Attach,:at lea'st;2 photographs oflhe'building inhe Certificate is:being'used to:obtatirffood:insurance.: A7. Building Dlayram':Number B�1 Kl), For a buifd�ng wrth a crawlspace or enclosur%(s). A9. :For a building With an attached garage::: i a) Square footage of'crawbpace or en6Wure(s)= 1 004. s4 fit a} Square.foptagwof attached:garage Stt:ft b} Number of pe rnanent food openings in the.erawlspace._ b). Numberof p0r nanent flood openings in the:aifached garage: 1 or•errdosure(s)wdhin ,Ofoot above.adjacent grade $. within!1:O foot dWve a¢jace, grade c} Total:net area of flood openings in AB.b ¢ Q sg in c): Total net area of flood openings in Ag:b sq in d) Bngineered flood opehings? ® Yes ❑:No d): Engineered Road do enm s?. I 9 0`Yes b No: 8ECTION'6—•FLOOD;INSURANCE RATE MAR(FIRM)INFORMATION; 139:NFIP C..4rnmunity Name&:'Commun.ty;NUrnber B2 Capnty Name 63;State SOuTHOi b TOWN or SUFFOLK NEW YORK { B4.MapiPonel Nuiriger B5:Suffix 66.FIRM index Date B7 FiRM Panel F 138i Flood 69 Base FId6d Elevatlon(s)(Zone 63103C0088 H EffectiveAevised;.Date, Zones) AO,dse'base flood depth) 1 09l26/2009; AE ... EL d B10. -thdloatethe source ofihebase.Flood Elevation(SFE)data;orbase;fiood depth entered iri.ltem B9. ❑ FIS Profite �,F1RM ❑.Community Determined. ❑ PIhedSource.,. .. 1 B11.,,indicate ete 4dn;datum use0for.81'E in ItemR§:.❑NGVD 1929 ® NAVD'1988 0 OtherlSoures:, B12_ Is the building located m'a'Coastal.Barrrer Resources,Syskem(CBRS)area or f3fherwise;Proieefed.Area:(OPA)? ❑ Yes. ® t�lo a Des�gnat�on Date:: ❑ GBRS ❑ OPA SECTION C-13UILDING:ELEVAT.IOtV NFORMATION($UItVEY REQUIREIi) guilding elevations:are based:on; Q Constmcuon Drm+ ngs J]'%ilding Under Con§fruchon' �"Ernished.Construction "A new Elevation'Gerti cate Wili be required when construction of the building is complete C2. Elevations Zones•A1—A30y:AE AH;A`(wdh Bt E) VE V1—V30 V(with t3FE}AR /�RIA,;AR/AE,At21A1�A31) AWAH,ARIAO.Complete Items C2.a-h below according to the building ding"ram specified in Item A7 In Ruerto ft�oo only,enter.meters. 1 Benchmark,Utilized: Verticel.DkUmi.NAND 88 1 Indicate:elevation datum used forthe'elevations initems:a)through h)below- O;NOVD 1929 O NAVD:':1988.❑QtherlSource:; Detain used fortiuiltlrng elevapons Tiustbe the'same:as that used,forthe BFE,: Check the'measuremeht used; j a)Top of bottom floor('including baseitient,craw�spare,.orenclosurefloor)'. ❑;metera b),Top ofthe next higher floor, ❑feet ❑meters. c)Bottom of the lowest horizontal'stru.cfural:merr ber(V Zones oritIy. []feet D meters d of slab) %❑feet ❑'meters I e)Lowest elevahori of machinery or equipment servicing the building; —�_ ❑feet ❑rrleter5 j (Describe ijpe of equipment and.locaOon in:Comrtients) 0-.Lowest:adlacent(finished)grade ne)d tobuilding(LAG) 4:8:' ®feet ❑'meters i g}Highest:adjacent(finished)grede nett to braiding(HAG} teat [I Meters h)Lowest adjacent grade of lowest ele5ation ofdeck orstair8;inclyding:strucfural support ❑feet []meters $lnGTION-D—;S4JR..VI~Y,OR,ENGINEER,bRARCHITECTCERTIFICATION ; This certification)s.:to'be signed;and sealed by a:[and surveyor;,engineer;`or architect authbrized by law to certifj!elsvaflon iaformatibn.!ceriflyfhat the information 61;#*Ceittf(q represents my,besf efforts to 7nte fpret the data available;. F° 4 l unrlerstajid that any.,'fatse sfatemenfmaybe.pupishable:byaine;orfrnprrsonment:under:l8 f1:S.Gode,•.Sectlon 100:1 : -Check19 here if comments are provitled on badc.of forrrr. Wereaat O.and:longitude in.Section A provided bya Check hen if attachments. licensed,land suryeyPl? 0 Yes [INb ` A 1. Certifier s Narne JOHN T METZGER N rah S. License. umber 498i8 k + ., f Title OWNERlPRESIDENT. Company Name PECONICiSURVEYORS ` Address f2. ELEA STREET City:SOUTHOLD fate NY ZIP Gode 11871 °.. g bate WO Telephone 631 76§'5020 W"4. nature; *.. .; a FNMA Forrn-M§-0 33_(7/12) See reverse side for Continuatiori.: Replacos alt;previous editions. National Flood Insurance Program Elevation C i ica e e rt ■ .Nmw-t and Instructions 2022 EDITION 0 V Ldf {P { DEC 1 9 2024 �4ART a 4 ND S'� �'` U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS PAPERWORK REDUCTION ACT NOTICE . Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions,searching existing data sources,gathering and maintaining the data needed,and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form.Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to:Information Collections Management, Department of Homeland Security,Federal Emergency Management Agency,500 C Street SW,Washington, DC 20742,Paperwork Reduction Project(1660-0008).NOTE:Do not send your completed form to this address. PRIVACY ACT€STATEMENT Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s):This information is being collected for the primary purpose of documenting compliance with National Flood Insurance Program(NFIP)floodplain management ordinances for new or substantially improved structures in designated Special Flood Hazard Areas.This form may also be used as an optional tool for a Letter of Map Amendment(LOMA),Conditional LOMA(CLOMA), Letter of Map Revision Based on Fill(LOMR-F),or Conditional LOMR-F(CLOMR-F),or for flood insurance rating purposes in any flood zone. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended.This includes using this information as necessary and authorized by the routine uses published in DHS/FEMA-003-National Flood Insurance Program Files System of Records Notice 79 Fed.Reg.28747(May 19,2014)and upon written request,written consent,by agreement,or as required by law. Disclosure:The disclosure of information on this form is voluntary;however,failure to provide the information requested may impact the flood insurance premium through the NFIP.Information will only be released as permitted by law. 'PU.RPOSE;OF THE<ELEVATION CERTIFICATE The Elevation Certificate is an important administrative tool of the NFIP.It can be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances,to inform the proper insurance premium,and to support a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. The Elevation Certificate is used to document floodplain management compliance for Post-Flood Insurance Rate Map(FIRM)buildings, which are buildings constructed after publication of the FIRM,located in flood Zones Al-A30,AE,AH,AO,A(with Base Flood Elevation (BFE)),VE,V1 V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,AR/AH,AR/AO,and A99.It may also be used to provide elevation information for Pre-FIRM buildings or buildings in any flood zone. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses.One such requirement is for the community to obtain the elevation of the lowest floor(including basement)of all new and substantially improved buildings,and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement.Only a LOMA or LOMR-F from the Federal Emergency Management Agency(FEMA)can amend the FIRM and remove the federal mandate for a lending institution to require the purchase of flood insurance.However,the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request.LowestAdjaoent Grade(LAG)elevations certified by a land surveyor,engineer,or architect,as authorized by state law,will be required if the certificate is used to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request.A LOMA,CLOMA,LOMR-F,or CLOMR-F request must be submitted with either a completed FEMA MT EZ or MT-1 application package,whichever is appropriate.If the certificate will only be completed to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request,there is an option to document the certified LAG elevation on the Elevation Form included in the MT-EZ and MT-1 application. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing.Under the NFIP,non-residential buildings can be floodproofed up to or above the BFE.A floodproofed building is a building that has been designed and constructed to be watertight(substantially impermeable to floodwaters)below the BFE.Floodprooflng of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements.The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception.For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA,a floodproofing certificate is required. The expiration date on the form herein does not apply to certified and completed Elevation Certificates,as a completed Elevation Certificate does not expire,unless there is a physical change to the building that invalidates information in Section A Items A8 or A9,Section C,Section E,or Section H.In addition,this form is intended for the specific building referenced in Section A and is not invalidated by the transfer of building ownership. Additional guidance can be found in FEMA Publication 467-1,Floodplain Management Bulletin:Elevation Certificate. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 1 of 19 U.S. DEPARTMENT OF HOMELAND SECURITY OMB Control No.1660-0008 Federal Emergency Management Agency Expiration Date:06/30/2026 National Flood Insurance Program ELEVATION CERTIFICATE IMPORTANT: MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTIOW A=`PROPERTY(NFORMATION FOR INSURANCE-COMPANY USE', Al. Building Ownees Name:KIMBERLY J VANZEE, BARRY X BALL(GARAGE) Policy Number.:, A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: Company hAIC'Numbec 525 CEDAR BIRCH ROAD City: ORIENT State: NY ZIP Code: 11957 A3. Property Description(e.g.,Lot and Block Numbers or Legal Description)and/or Tax Parcel Number: 1000-15-08-26.7 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory, etc.): NON-RESIDENTIAL A5. Latitude/Longitude: Lat.N41dg 9'12" Long.W 72dg 14'53" Horizontal Datum: ❑NAD 1927 ®NAD 1983 ❑WGS 84 A6. Attach at least two and when possible four clear photographs(one for each side)of the building(see Form pages 7 and 8). A7. Building Diagram Number: 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s): 1,720.00 sq.ft. b) Is there at least one permanent flood opening on two different sides of each enclosed area? ®Yes ❑ No ❑ N/A c) Enter number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: 9 d) Total net open area of non-engineered flood openings in A8.c: sq.in. e) Total rated area of engineered flood openings in A8.c(attach documentation-see Instructions): 1,800.00 sq.ft. 0 Sum of A8.d and A8.e rated area(if applicable-see Instructions): 1,800.00 sq.ft. A9. For a building with an attached garage: a) Square footage of attached garage: sq.ft. b) Is there at least one permanent flood opening on two different sides of the attached garage? ❑Yes ❑No ®N/A c) Enter number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade: Non-engineered flood openings: Engineered flood openings: d) Total net open area of non-engineered flood openings in A9.c- sq.in. e) Total rated area of engineered flood openings in A9.c(attach documentation-see Instructions): sq.ft. f) Sum of A9.d and A9.e rated area(if applicable-see instructions): sq.ft. SECTION ;-FLOOD;INSURANCE RATEMAP(iFIRM)1NFORNfAT10N m B1.a.NFIP Community Name:Town of Southold B1.b.NFIP Community Identification Number:360813 B2.County Name:Suffolk B3.State:NY 84.Map/Panel No.: 36103CO088 B5.Suffix:H B6. FIRM Index Date: 09/25/2009 B7.FIRM Panel Effective/Revised Date: 09/25/2009 B8.Flood.Zone(s): AE B9. Base Flood Elevation(s)(BFE)(Zone AO,use Base Flood Depth): 7 B10. Indicate the source of the BFE data or Base Flood Depth entered in Item 89: ❑ FIS ®FIRM ❑Community Determined ❑Other: 611. Indicate elevation datum used for BFE in Item 139: ❑NGVD 1929 ®NAVD 1988 ❑Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ®No Designation Date: ❑CBRS ❑OPA B13. Is the building located seaward of the Limit of Moderate Wave Action(LiMWA)? ❑Yes ®No FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 2 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE'COMPANY USE 525 CEDAR BIRCH ROAD Policy Number. City: ORIENT State: NY ZIP Code: 11957 Compariy,NAIC:Number: SECTION°C—BUILDING,ELEVATION INFORMATION-(SU'RVEY.REQVIRED) C1. 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,AO,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/Al—A30,AR/AH,AR/AO, A99.Complete Items C2.a—h below according to the Building Diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: GPS Vertical Datum: NAVD1988 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ® NAVD 1988 ❑Other: Datum used for building elevations must be the same as that used for the BFE.Conversion factor used? ❑ Yes ® No If Yes,describe the source of the conversion factor in the Section D Comments area. Check the measurement used: a) Top of bottom floor(including basement,crawlspace,or enclosure floor): 4.90 ® feet ❑ meters b) Top of the next higher floor(see Instructions): ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(see Instructions): ❑ feet ❑ meters d) Attached garage(top of slab): ❑ feet ❑ meters e) Lowest elevation of Machinery and Equipment(M&E)servicing the building (describe type of M&E and location in Section D Comments area): 8.10 ® feet ❑ meters f) Lowest Adjacent Grade(LAG)next to building: ❑ Natural ® Finished 4.20 ® feet ❑ meters g) Highest Adjacent Grade(HAG)next to building: ❑ Natural ® Finished 4.70 ® feet ❑ meters h) Finished LAG at lowest elevation of attached deck or stairs,including structural support: 4.20 ® feet ❑ meters SECTION D-.$URVEYC RK'4NGINEER;.OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by state law to certify elevation information.1 certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ®No ❑Check here if attachments and describe in the Comments area. Certifier's Name: Howard W.Young License Number:45893 PEE OF NF Title: Land Surveyor *CJ NRD Company Name:Young&Associates Land Surveying, Engineering and Geology,PLLC �O . \"n � )O O Address:400 Ostrander Avenue r G City: Riverhead State: NY ZIP Code: 11901, rn Signature: I' Date: 11/20/2024 �Q< 6893 J��O Telephone: Email: 0 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including source of conversion factor in C2;type of equipment and location per C2.e;and description of any attachments): Lowest elevation of equipment is solar panel box EL-8.1 FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 3 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE:COMPANY USE 525 CEDAR BIRCH ROAD Policy Number. City: ORIENT State: NY ZIP Code: 11957 "Company NAIC Number: SECTION,E=BUILDING MEASUREMENT INFORAAATION{SURVEY NOT,REQUIRED). FOR ZONE.AQ,=ZONE AR/AO,;AND Z®NE A(WiTHOUT"BFE)." For Zones AO,AR/AO,and A without BFE complete Items El—E5.For Items E1—E4,use natural grade, if available.If the Certificate is intended to support a Letter of Map Change request,complete Sections A,B,and C.Check the measurement used.In Puerto Rico only, enter meters. Building measurements are based on: ❑Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. El. Provide measurements(C.2.a in applicable Building Diagram)for the following and check the appropriate boxes to show whether the measurement is above or below the natural HAG and the 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 1-2 of Instructions),the next higher floor(C2.b in applicable Building Diagram)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 PROPERTY:OWNERj'11�OYYNER'$AUTHORIZED'REPRESENTATIVE}CERTIFICATIQN, The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without BFE)or Zone AO must sign here. The statements in Sections A,B,and E are correct to the best of my knowledge ❑ Check here if attachments and describe in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 4 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 949 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD City: ORIENT State: NY ZIP Code: 11957 Policy Number. ,Company NAIC'Number: SECTION"O:—COMMUNITY INFORMATION(RECOMMENDED;;FOR"COMMUNITY OFFICIALCOMPLETION) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Section A, B,C, E,G,or H of this Elevation Certificate.Complete the applicable item(s)and sign below when: 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 state law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2.a. ❑ A local official completed Section E for a building located in Zone A(without a BFE),Zone AO,or Zone AR/AO,or when item E5 is completed for a building located in Zone AO. G2.b. ❑ A local official completed Section H for insurance purposes. G3. ❑ In the Comments area of Section G,the local official describes specific corrections to the information in Sections A,B, E and H. G4. ❑ The following information(Items 135—G11)is provided for community floodplain management purposes. G5. Permit Number: G6.Date Permit Issued: G7. Date Certificate of Compliance/Occupancy Issued: G8. This permit has been issued for. ❑New Construction ❑ Substantial Improvement G9.a. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum: G9.b. Elevation of bottom of as-built lowest horizontal structural member: ❑feet ❑meters Datum: G10.a. BFE(or depth in Zone AO)of flooding at the building site: ❑feet ❑meters Datum: G10.b.Community's minimum elevation(or depth in Zone AO) requirement for the lowest floor or lowest horizontal structural member: ❑feet ❑meters Datum: G11. Variance issued? ❑Yes ❑ No If yes,attach documentation and describe in the Comments area. The local official who provides information in Section G must sign here.1 have completed the information in Section G and certify that it is correct to the best of my knowledge.If applicable, I have also provided specific corrections in the Comments area of this section. Local Official's Name: Title: NFIP Community Name: Telephone: Ext.: Email: Address: City: State: ZIP Code: Signature: Date: Comments(including type of equipment and location,per C2.e;description of any attachments;and corrections to specific information in Sections A,B,D, E,or H): FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 5 of 19 r ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD Policy.Number. City: ORIENT State: NY ZIP Code: 11957 Company NAIL Number: SECTION'H-BUILDINGS FIRST.FLOOR HEIGHT INFORMATION FOR ALLZONS. °(SURVEY'NOT REQUIRED)(FOR INSURANCE;xPURPOSES'ONLYj ' The property owner,owners authorized representative,or local floodplain management official may complete Section H for all flood zones to determine the building's first floor height for insurance purposes.Sections A,B,and I must also be completed.Enter heights to the nearest tenth of a foot(nearest tenth of a meter in Puerto Rico).Reference the Foundation Type Diagrams(at the end of Section H Instructions)and the appropriate Building Diagrams(at the end of Section I Instructions)to complete this section. 1-11. Provide the height of the top of the floor(as indicated in Foundation Type Diagrams)above the Lowest Adjacent Grade(LAG): a) For Building Diagrams 1A,1B,3,and 5-9.Top of bottom ❑feet ❑meters ❑above the LAG floor(include above-grade floors only for buildings with subgrade crawlspaces or enclosure floors)is: b) For Building Diagrams 2A,28,4,and 6-9.Top of next ❑feet ❑meters ❑above the LAG higher floor(i.e.,the floor above basement,crawlspace,or enclosure floor)is: 1-12. Is all Machinery and Equipment servicing the building(as listed in Item H2 instructions)elevated to or above the floor indicated by the H2 arrow(shown in the Foundation Type Diagrams at end of Section H instructions)for the appropriate Building Diagram? ❑Yes ❑ No ".SECTION:IT=°PRQPERTY'OWNER(OR OWNER'S AUTHARIZED`REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and H must sign here. The statements in Sections A,B,and H are correct to the best of my knowledge.Note:If the local floodplain management official completed Section H,they should indicate in Item G2.b and sign Section G. ❑ Check here if attachments are provided(including required photos)and describe each attachment in the Comments area. Property Owner or Owner's Authorized Representative Name: Address: City: State: ZIP Code: Signature: Date: Telephone: Ext.: Email: Comments: FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 6 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS See Instructions for Item A6. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD Policy Number City: ORIENT State: NY ZIP Code: 11957 --- Company NAIC Number: Instructions. Insert below at least two and when possible four photographs showing each side of the building(for example,may only be able to take front and back pictures of town houses/rowhouses) Identify all photographs with the date taken and"Front View,"'Rear View," "Right Side View,"or"Left Side View."Photographs must show the foundation.When flood openings are present, include at least one close-up photograph of representative flood openings or vents, as indicated in Sections A8 and A9. Photo One Photo One Caption: Clear Photo One Photo Two Photo Two Caption: Clear Photo Two FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 7 of 19 ELEVATION CERTIFICATE IMPORTANT:MUST FOLLOW THE INSTRUCTIONS ON PAGES 9-19 BUILDING PHOTOGRAPHS Continuation Page Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No.: FOR INSURANCE COMPANY USE 525 CEDAR BIRCH ROAD Policy Number. City: ORIENT State: NY ZIP Code: 11957 Company NAIC,Number: Insert the third and fourth photographs below.Identify all photographs with the date taken and"Front View,""Rear View," 'Right Side View,"or"Left Side View."When flood openings are present,include at least one close-up photograph of representative flood openings or vents,as indicated in Sections A8 and A9. Photo Three Photo Three Caption: Clear:Photo;Three Photo Four Photo Four Caption: -Clear Pho(o;.Four- FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 8 of 19 DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency INSTRUCTIONS FOR COMPLETING THE ELEVATION CERTIFICATE The Elevation Certificate is to be completed by a land surveyor,engineer,or architect who is authorized by state,law to certify elevation information when elevation information is required or used for Zones Al-A30,AE,AH,AO,A(with Base Flood Elevation(BFE)),VE,V1- V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO,or A99. Community officials who are authorized by law or ordinance to provide floodplain management information(herein referred to as'local floodplain management official")may also complete this form. For Zones AO,AR/AO,and A(without BFE),a local floodplain management official,a property owner,or an owner's authorized representative may provide floodplain management compliance information on this certificate in Section E,unless the elevations are intended for use in supporting a request for a LOMA,CLOMA,LOMR-F,or CLOMR-F. Certified elevations must be included if the purpose of completing the Elevation Certificate is to obtain a LOMA,CLOMA,LOMR-F,or CLOMR-F. The property owner,the owner's authorized representative,or local floodplain management official can complete Section A and Section B. The partially completed form can then be given to the land surveyor,engineer,or architect to complete Section C.The land surveyor, engineer,or architect should verify the information provided by the property owner or owner's representative to ensure that this certificate is complete. For insurance purposes only,a local floodplain management official,a property owner,or an owner's authorized representative may provide First Floor Height details in Section H for any zone. In Puerto Rico only,elevations for building information and flood hazard information may be entered in meters. Note:Section C can be used for insurance and compliance in any zone;however,Section E can be used only for compliance in Zone AO and Zone A. SECTION A={PROPERTY INFORMATION] Items A1-A4.This section identifies the building,its location,and its owner.Enter the name(s)of the building owner's),the building's complete street address or property description(e.g.,lot and block numbers or legal description),and/or tax parcel number.If the building's address is different from the owner's address,enter the address of the building being certified.If the address is a rural route or a Post Office box number,enter the lot and block numbers,the tax parcel number,the legal description,or an abbreviated location description based on distance and direction from a fixed point of reference.For the purposes of this certificate,"building"means both a building and a manufactured(mobile)home.For properties with multiple buildings,include a description for the specific building. A map may be attached to this certificate to show the location of the building on the property.A tax map,Flood Insurance Rate Map (FIRM),or detailed community map is appropriate.If no map is available,provide a sketch of the property location,and the location of the building on the property.Include appropriate landmarks such as nearby roads,intersections,and bodies of water.For building use,indicate whether the building is residential,non-residential,an addition to an existing residential or non-residential building,an accessory building (e.g.,garage),or other type of structure. Use the Comments area of the appropriate section if needed,or attach additional comments. Item A5.Provide latitude and longitude coordinates for the center of the front of the building.Use either decimal degrees(e.g., 39.504322°,-110.758522°)or degrees,minutes,seconds(e.g.,39°30'15.56",-110*45'30.68")format.If decimal degrees are used, provide coordinates to at least six decimal places or better.When using degrees,minutes,seconds,provide seconds to at least two decimal places or better.Provide the datum of the latitude and longitude coordinates(FEMA prefers the use of NAD 1983),Indicate the method or source used to determine the latitude and longitude in the Comments area of the appropriate section.When the latitude and longitude are provided by a land surveyor,check the"Yes"box in Section D. Item AS.The certifier must provide at least two and when possible four photographs showing each side of the building taken within 90 days from the date of certification.The photographs must be taken with views confirming the building description and Building Diagram number provided in Item A7.To the extent possible,these photographs should show the entire building including foundation.In addition, when applicable,provide a photograph of the foundation showing a representative example of the flood openings or vents.All photographs must be in color and measure at least 3"x3 Digital photographs are acceptable.Additional photographs may be requested by local floodplain management officials or for insurance purposes to show additional detail regarding the building characteristics or features. Item A7.Select the Building Diagram(shown on pages 17-19)that best represents the building.Then enter the diagram number and use the diagram to identify and determine the appropriate elevations requested in Items C2.a-h.If you are unsure of the correct diagram, select the diagram that most closely resembles the building being certified. Item AB.a.Provide the square footage of the crawlspace or enclosure(s)below the lowest elevated floor of an elevated building with or without permanent flood openings.Take the measurement from the outside of the crawlspace or enclosure(s).Examples of elevated buildings constructed with crawlspace and enclosure(s)are shown in Diagrams 6-9 on pages 1 B-19.Diagram 2A,2B,4,or 9 should be used for a building constructed with a crawlspace floor that is below the exterior grade on all sides.If there is no crawlspace or enclosure, enter"N/A"for Items A8.a-f. Item AB.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of each enclosed area identified in A8.a.A permanent flood opening is a flood vent or other opening that allows the free passage of water automatically in both directions without human intervention.If the crawlspace or enclosure(s)have no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero)in Item A8.c-f.If there is no crawlspace or enclosure,enter"N/A". FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 9 of 19 'SECTION A—PROPERTY-INFORMATION(CorkdWRd) Item A8.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the crawlspace or enclosure(s)that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.If the interior grade elevation is used, note this in the Comments area of Section D. Item AB.d.Enter the total measured net open area of permanent non-engineered flood openings indicated in A8.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A8.e.Enter the total rated area of the permanent engineered flood openings indicated in A8.c,in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the International Code Council Evaluation Service(ICC ES)for all engineered openings,and indicate the manufacturer's name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/ provided,enter the net open(unobstructed)area of the flood openings in ABA instead. Item A81 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of ABA(net open area of all non-engineered openings)and A8.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft.each,would yield 140+400=540 sq.ft rated area.If eitherA8.d or A8.e is"0",then enter"NIA"forA8.f. Item A9.a.Provide the square footage of the attached garage with or without permanent flood openings.Take the measurement from the outside of the garage.If there is no attached garage,enter"N/A"for items A9.a-f. Item A9.b.Indicate if there is at least one permanent flood opening within 1.0 foot of the adjacent grade on at least two exterior walls of the attached garage identified in A9.a.If the attached garage has no permanent flood openings,or if none of the openings are within 1.0 foot above adjacent grade,enter"0"(zero)in Items A9.c f.If there is no attached garage,enter"N/A". Item A9.c.Enter the total number of permanent non-engineered and/or engineered flood openings in the attached garage that are no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.This includes any openings that are in the garage door that are no higher than 1.0 foot above the adjacent grade.If the interior grade elevation is used,note this in the Comments area of Section D. Item A9.d.Enter the total measured net open area of permanent non-engineered flood openings indicated in A9.c in square inches,excluding any bars,louvers,or other covers of the permanent flood openings,and enter the total in Item A9.d.Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.If the net open area cannot be measured,provide in the Comments area of the appropriate section the size of the flood openings without consideration of any covers and indicate the type of cover that exists in the flood openings. Item A9.e.Enter the total rated area of the permanent engineered flood openings indicated in A9.c in square feet.Attach a copy of the Individual Engineered Flood Openings Certification for a specific building or an Evaluation Report issued by the ICC ES for all engineered openings,and indicate the manufacturers name and model number in the Comments area of the appropriate section,if applicable.Flood openings cannot be considered engineered flood openings without documentation.If no documentation is available/provided,enter the net open(unobstructed)area of the flood openings in A9.d instead. Item A91 Complete only if permanent engineered and permanent non-engineered flood openings are both present.Enter the sum of A9.d(net open area of all non-engineered openings)and A9.e(total rated area of all engineered openings).Non-engineered openings that meet the requirements of NFIP Technical Bulletin 1 are assumed to provide one square foot of rated area for each square inch of net open area.For example,a non-engineered opening with 140 sq.in.of net open area(i.e.,rated for 140 sq.ft.of enclosure area),combined with two(2) engineered openings rated for 200 sq.ft.each,would yield 140+400=540 sq.ft.rated area.If eitherA9.d orA9.e is"0",then enter"NIA"WA91 iSEC. ON`B :FLOOD;INSURANCE RATE:MAPi(FIRM)1NFQRMATION' Complete the Elevation Certificate using the Flood Insurance Study(FIS)and FIRM in effect at the time of the certification. The information for Section B is obtained by reviewing the FIS and the FIRM panel that includes the building's location.Information about the current FIS and FIRM is available from FEMA by visiting msc.fema.gov or contacting the local floodplain management official.If a Letter of Map Amendment(LOMA),Letter of Map Revision Based on Fill(LOMR-F),or Letter of Map Revision(LOMR)has been issued by FEMA,please provide the letter date and case number in the Comments area of Section D or Section G,as appropriate. For a building in an area that was mapped in one community but is now in another community due to annexation or dissolution,enter the community name and six-digit Community Identification Number of the community in which the building is now located in Items B1.a and B1.b;the name of the county or new county,if necessary,in Item 132;and the FIRM index date for the community identified in B1.a,in Item B6. Enter information from the actual FIRM panel that shows the building location,even if it is the FIRM for the previous jurisdiction,in Items B4,B5,B7,B8,and B9. If the map in effect at the time of the building's construction was other than the current FIRM,and you have the past map information pertaining to the building,provide the information in the Comments area of Section D. Note:Indicate in the Comments area of Section D if using information based on best available data,such as base-level engineering or advisory flood hazard data(contact the local floodplain management official to confirm). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 10 of 19 SECTION B=FLOOD INSURANCE RATE MANFIRM)INFORMATION(Cdnt6nue Items B1.a—b NFIP Community Name and Community Identification Number.Enter the complete name of the community in which the building is located in B1.a,and the associated six-digit Community Identification Number in B1.b.For an unincorporated area of a county, enter the county name and"unincorporated area",and the six-digit number of the county.For a newly incorporated community,use the name and six-digit number of the new community.Under the NFIP,a"community"is any state or area or political subdivision thereof,or any Indian tribe or authorized native organization which has authority to adopt and enforce floodplain management regulations for the areas within its jurisdiction.To determine the current community number,see the NFIP Community Status Book,available on FEMA's website at wwvrfema gov/nationai-flood-Insurance-program=ommunitv-§t�li4ts-book. Item B2.County Name.Enter the name of the county or counties in which the community is located.For an unincorporated area of a county, enter the county name.For an independent city,enter"independent city." Item 83.State.Enter the two-letter state abbreviation(for example,VA,TX,CA). Items B4—B5.Map/Panel Number and Suffix.Enter the 10-character"Map Number"or"Community Panel Number"shown on the FIRM where the building or manufactured(mobile)home is located.For maps in a county-wide format,the sixth character of the"Map Number"is the letter"C"followed by a four-digit map number.For maps not in a county-wide format,enter the"Community Panel Number"shown on the FIRM. Item B6.FIRM Index Date.Enter the effective date or the map revised date shown on the FIRM Index. Item B7.FIRM Panel Effective/Revised Date.Enter the effective date shown on the current FIRM panel.The current FIRM panel effective date can be determined by visiting moc.fema.gov or contacting the local floodplain management official.If the area where the building is located was revised by a LOMR,include the LOMR effective date and the LOMR case number in the comments area of Section D. Item B8.Flood Zone(s).Enter the flood zone,or flood zones,in which the building is located.All flood zones containing the letter"A"or"V" are considered Special Flood Hazard Areas(SFHAs).Each flood zone is defined in the legend of the FIRM panel on which it appears.If the area where the building is located was revised by a LOMA,CLOMA,LOMR-F,or CLOMR-F,include the flood zone shown on the LOMA, CLOMA,LOMR-F,or CLOMR-F,and add the effective date and case number in the comments area of Section D. Item B9.Base Flood Elevation(s)(BFE).Using the appropriate Flood Insurance Study(FIS)Profile,FIS Data Table(e.g.Transect,Floodway, etc.),or FIRM panel,locate the property and enter the BFE(or base flood depth)of the building site to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico).If the building is located in more than one flood zone in Item B8,list all appropriate BFEs in Item B9. BFEs are shown in the FIS or on a FIRM for Zones A1A30,AE,AH,V1 V30,VE,AR,ARIA,AR/AE,AR/A1A30,and AR/AH;base flood depths are shown for Zones AO and AR/AO.Use the AR BFE(or base flood depth)if the building is located in any of these zones: ARIA,AR/ AE,AR/A1 A30,AR/AH,orAR/AO. In A or V zones where BFEs are not provided in the FIS,or on the FIRM,BFEs may be available from another source.For example,the community may have established BFEs or obtained BFE data from other sources(e.g.,Base Level Engineering)for the building site.For subdivisions and other developments of more than 50 lots or 5 acres in Zone A,establishment of BFEs is required by the community's floodplain management ordinance.If a BFE is obtained from another source,enter the BFE in Item B9.The BFE entered in Item B9 must be based on hydrologic and hydraulic analyses.In an A Zone where BFEs are not obtained from another source,enter N/A in Item B9 and complete Section E. Item B10.Indicate the source of the BFE or base flood depth that you entered in Item B9.If the BFE is from a source other than the FIS, FIRM,or community,include the name of the study,the agency or company that produced it,and the date when the study was completed. Visit msc.fema.gov or contact the local floodplain management official to access the current FIS and FIRM. Item B11.Indicate the elevation datum to which the elevations on the applicable FIRM are referenced as shown on the map legend.The vertical datum is shown in the Map Legend and/or the Notes to Users on the FIRM. Item B12.Indicate whether the building is located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA). OPAs are portions of coastal barriers that are owned by Federal,State,or local governments or by certain non-profit organizations and used primarily for natural resources protection.CBRS areas and OPAs are no longer shown on the FIRM;please use the maps available at rfws.govkbrar/ma s�/In_dex.html to complete Item B12.Federal flood insurance is prohibited in designated CBRS areas or OPAs for buildings or manufactured(mobile)homes built or substantially improved after the date of the CBRS or OPA designation.For the first CBRS designations,that date is October 1, 1983.Information about CBRS areas and OPAs may be obtained on the FEMA website at www.fema.aov/natio____._nal-flood4nsurancg=iorogrgmtcoostal-barrier-m!!duMes-eystem. Item B13.Indicate whether the building is located seaward of the Limit of Moderate Wave Action(LiMWA).If the LiMWA is not shown on the FIRM,check the"No"box.Information about the LiMWA and other coastal flood zones may be obtained on the FEMA website at www.fema.Loy/fiood-mobs/coastal/insurance-rate-maps. SECTIONrC BUILDING ELEVATION+INFORMATION,(SURVEY REQUIRED) Complete Section C if the building is located in any of Zones Al A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,ARIA,AR/AE, AR/A1A30,AR/AH,orA99.If the Certificate is being completed to demonstrate compliance with local floodplain management requirements,contact the local floodplain management official to find out any additional requirements.Section C may also be completed for insurance purposes to determine the building's First Floor Height in any flood zone(including Zones AO,AR/AO,B,C.X and D).In addition,complete Section C if this certificate is being used to support a request for a LOMA,CLOMA, LOMR-F,or CLOMR-F. To ensure that all required elevations are obtained,it may be necessary to physically enter the building(for instance,if the building has a basement or sunken living room,split-level construction,or Machinery and Equipment(M&E)). FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 11 of 19 SECTION C—;BUILDING ELEVATION INFORMATION(SURVEY REQUIRED)(CondqueiQ Land surveyors may not be able to gain access to some crawlspaces to shoot the elevation of the crawlspace floor.If access to the crawlspace is limited or cannot be gained,follow one of these procedures. •Use a yardstick or tape measure to measure the height from the floor of the crawlspace to the"next higher floor,"and then subtract the crawlspace height from the elevation of the"next higher floor."If there is no access to the crawlspace,use the exterior grade next to the structure to measure the height of the crawlspace to the"next higher floor." •Contact the local floodplain management official of the community in which the building is located.The community may have documentation of the elevation of the crawlspace floor as part of the permit issued for the building. •If the property owner has documentation or knows the height of the crawlspace floor to the next higher floor,try to-verify this by looking inside the crawlspace through any openings or vents. In all three cases,use the Comments area of Section D to provide the elevation and a brief description of how the elevation was obtained. Note:If any item does not apply to the building,enter"N/A"for not applicable. Item C1.Indicate whether the elevations to be entered in this section are based on construction drawings,a building under construction,or finished construction.For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete.If the building is under construction,include only those elevations that can be surveyed in Items C2.a-h.Use the Comments area of Section D to provide elevations obtained from the construction plans or drawings.Select"Finished Construction"only when all M&E such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Item C2.A field survey is required for Items C2.a-h.Most control networks will assign a unique identifier for each benchmark.For example,the National Geodetic Survey uses the Permanent Identifier(PID). For the benchmark utilized;provide the PID or other unique Identifier assigned by the maintainer of the benchmark. For GPS survey,indicate the benchmark used for the base station,the Continuously Operating Reference Stations(CORS)sites used for an Online Positioning User Service(OPUS)solution(also attach the OPUS report),or the name of the Real Time Network used. Also provide the vertical datum for the benchmark elevation.All elevations for the certificate,including the elevations for Items C2.a-h, must use the same datum on which the BFE is based.Show the conversion from the field survey datum used if it differs from,the datum used for the BFE entered in Item B9 and indicate the conversion software used.Show the datum conversion,if applicable,in the Comments area of Section D. For property experiencing ground subsidence,the most recent reference mark elevations must be used for determining building elevations.However,when subsidence is involved,the BFE should not be adjusted. Note:Enter elevations in Items C2.a-h to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico);if data is surveyed to the nearest hundredth, round to the nearest tenth. Item C2.a.Enter the elevation measured at the top of the bottom floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7).For buildings elevated on a crawlspace,Building Diagrams 8 and 9,enter the lowest elevation of the top of the crawlspace floor in Item C2.a,whether or not the crawlspace has permanent flood openings(flood vents), Item C2.b.For Building Diagrams 2A through 9 in any flood zone,including Zones B,C,X,and D,enter the elevation measured at the top of the next higher floor(excluding the attached garage)indicated by the selected Building Diagram(Item A7).For buildings requiring more than two floors or levels to be surveyed,such as those with multiple floors or multi-level enclosures,enter the additional surveyed elevations and floor descriptions in the Section D Comments,and clarify which floors are entered as Item C2.a and C2.b. Item C2.c.For floodplain management compliance,this elevation is required for all Building Diagrams 5 and 6 in V Zones in areas seaward of the LiMWA,and in other areas regulated for coastal flooding hazards.Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(item A7)or the figure below.This elevation can be entered for Building Diagrams 5 and 6 in any flood zone,including Zones B,C.X,and D.For Building Diagrams other than 5 and 6(if applicable),enter the C2.c elevation as indicated in the figure below.If this item does not apply to the building,enter"NIA"for not applicable. Item C2.d.If there is an attached garage,enter the lowest elevation for top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the Building Diagrams.) Item C2.e.Enter the lowest platform,floor,or ground elevation supporting the lowest electrical, heating,ventilation,plumbing,and air conditioning M&E and other utilities servicing the building,which may be located in an attached garage or enclosure or on an open utility platform.Note that elevations for the M&E items are required regardless of their location.Local floodplain management officials are required to ensure that all new M&E servicing the building are protected from flooding.Thus,local officials may require that elevation information for all M&E,including ductwork,be documented on the Elevation Certificate.If the M&E is mounted to a wall,pile,etc.,enter the platform elevation of the M&E.Indicate the lowest M&E type and its general location(e.g.,on floor inside garage,on platform affixed to exterior wall)in the Comments area of Section D or Section G,as appropriate. Note: For more guidance on floodplain management compliance for utilities,including M&E,refer to FEMA P-348,Protecting Building Utility Systems from Flood Damage.The list of M&E and the elevation requirements for documenting floodplain management compliance are different than the NFIP insurance M&E discount eligibility considerations.See Section H Instructions for additional information. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 12 of 19 SECTION C—BUILDING ELEVATION,INFORMATION,(SURVEY REQUIRED)(Continued) Item C21 Enter the finished Lowest Adjacent Grade(LAG)elevation of the ground,sidewalk,or patio slab next to and in direct contact with the building.For a building in Zone AO,use the natural grade elevation,if available. Indicate whether the natural or finished grade was used.If natural grade was used,attach the source of the information(e.g.,a grading plan).For buildings under construction in any flood zone,enter the LAG elevation at the time of the survey.Note:Natural grade means the undisturbed natural surface of the ground prior to any excavation or fill. Item C2.g. Enter the finished Highest Adjacent Grade(HAG)elevation of the ground,sidewalk,or patio slab next to and in direct contact with the building.For a building in Zone AO,use the natural grade elevation if available.Indicate whether the natural or finished grade was used.If natural grade was used,attach the source of the information(e.g.,a grading plan).For buildings under construction in any flood zone,enter the HAG elevation at the time of the survey. Item C2.h.Enter the finished LAG elevation of the lowest ground,sidewalk,or patio slab next to and in direct contact with the structurally- attached-deck supports or stairs structurally attached to the building. For buildings under construction in any flood zone,enter the lowest LAG at the time of the survey. BUILDING ON BUILDING WITH BUILDING ON PIERS,POSTS, SLAB BASEMENT PILES,COLUMNS,OR PARALLEL SHEAR WALLS 1 C2.a C2.a \� \\ i -- C2.a C2.c ADJACENT C2.c GRADE ADJAC�N�.. / GRADE:•;:,,,,//:: .::••'..;;`;.:: Figures for use in determining Item C2.c SECTION�D SURVEY6R;:EN6.INEERi OR ARCHITECT'CERTIF•ICATION This section of the Elevation Certificate may be signed by only a land surveyor,engineer,or architect who is authorized by state law to certify elevation information.Complete as indicated and place your license number,your seal(as allowed by the state licensing board), your signature,and the date in Section D.You are certifying that the information on this certificate represents your best efforts to interpret the data available and that you understand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001. Use the Comments area of Section D to provide relevant and clarifying information not specified elsewhere on the certificate,including supporting information for latitude/longitude source forA5;openings forA8/A9;LOMR data for Section B; BFE and BFE source data for B9/B10;datum conversion for C2;grading plan for natural grade used in C2.f-g;machinery type and location for C2.e; and any other relevant information identified in the instructions or needed for clarification.If attachments are included,check the attachments box and describe the attachments in the Comments area. SECTIOME iBU1LDING'MEASUREMENT INFORMATIONi(SURVEYiNOT'REQUIRED)' FOR�ZONE AO ZONE AFt AO;AND:ZONE A!M,THOUTSFE)' Complete Section E if the building is located in Zone AO,Zone ARIAO,or Zone A(without BFE)and the Certificate is being completed for the purpose of documenting compliance with local floodplain management requirements. If the Certificate is being completed to document compliance in other flood zones,including Zone A(with BFE),to support a LOMA,CLOMA,LOMR-F,or CLOMR-F request,or to provide a ground elevation for flood insurance rating,complete Section C instead of Section E.Explain in the Section F Comments area if the measurement provided under Items El—E4 is not based on the"natural grade."Natural grade means the undisturbed natural surface of the ground prior to any excavation or fill. Indicate whether the measurements to be entered in this section are based on construction drawings,a building under construction,or finished construction. For either of the first two choices,a post-construction Elevation Certificate will be required when construction is complete.If the building is under construction,include only those measurements that can be determined in Items E1—E4.Use the Comments area of Section F to provide measurements obtained from the construction plans or drawings.Select"Finished Construction" only when all Machinery and Equipment(M&E)such as furnaces,water heaters,heat pumps,air conditioners,and elevators and their associated equipment have been installed and the grading around the building is completed. Note:Enter heights in Items E1—E4 to the nearest tenth of a foot(nearest tenth of a meter,in Puerto Rico). Items E1.a and b.Enter in Item E1.a the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram,Item A7)above or below the natural HAG.Enter in Item E1.b the height of the top of the bottom floor(as indicated by C2.a in the selected Building Diagram, Item A7)above or below the natural LAG.For buildings in Zone AO,the community's floodplain management ordinance requires the lowest floor of the building be elevated above the HAG at least as high as the base flood depth on the FIRM. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 13 of 19 SECTION E'_BUILDING:MEASUREMENT INFORMATION(SURVEY.NOT REQUIRED) "FOR ZONE AO AND ZONE A.(WITHOUT BFE)`(Conflnued7 Item E2.For Building Diagrams 6-9 with permanent flood openings(see pages 16-19),enter the height of the next higher floor or elevated floor(as indicated by C2.b in the selected Building Diagram,Item A7)above or below the HAG. Item E3.Enter the height,in relation to the HAG next to the building,for the top of attached garage slab.(Because elevation for top of attached garage slab is self-explanatory,attached garages are not illustrated in the diagrams.)If this item does not apply to the building, enter"N/A"for not applicable. Item E4.Enter the height,in relation to the HAG next to the building,of the platform elevation that supports the ME servicing the building. See Item C2.e for additional details on M&E.Indicate the ME type in the Comments area of Section F. Item ES.For those communities where this base flood depth is not available,the community will need to determine whether the top of the bottom floor is elevated in accordance with the community's floodplain management ordinance. SECTION.F-PROPERTY OWNEK(WOWNEWS AUTHORIZED REPRESENTATIVE)CERTIFICATION Complete as indicated.This section is provided for certification of measurements when completing Sections A,B,and E.If Section E is completed by a property owner or property owner's authorized representative in Zone AO,AR/AO,or A(without BFE),then the community should confirm the heights in Section E to ensure compliance with community floodplain management ordinances.If Section E is completed by a local floodplain management official,then complete Item G2.a and Section G instead of Section F.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate.Check the box as indicated if including attachments and describe in the Comments area. SECTION G 'COMMUNITY INFORMATION`(RECOMMENDED`FOR;COMMUNITY OFFICIAL'COMPLETION) The community official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B.C,E,G or H of this Elevation Certificate and sign this section.Section C may be completed by the local official per the instructions below for Item G1. Item G1.Check if Section C is completed with elevation data from other documentation that has been signed and sealed by a licensed land surveyor,engineer,or architect who is authorized by state law to certify elevation information.Indicate the source of the elevation data and the date obtained in the Comments area of Section G.If you are both a community official and a licensed land surveyor,engineer,or architect authorized by state law to certify elevation information,and you performed the actual survey for a building in any flood zones (including Zones A99,B,C.X and D),you must also complete Section D. Item G2.a.Check if information is entered in Section E by the community for a building in Zone A(without a BFE),Zone AO,or Zone AR/ AO,or when the community certifies Item E5 for a building in Zone AO. Item G2.b.Check if information is entered in Section H by the community for insurance purposes. Item G3.Check if the community official is correcting information provided in Sections A, B.E and H.Describe corrections in the Comments area of Section G. Item 04.Check if the information in Items G5-G11 has been completed for community floodplain management purposes to document the as-built lowest floor elevation of the building.Section C of the Elevation Certificate records the elevation of various building components but does not determine the lowest floor of the building or whether the building,as constructed,complies with the community's floodplain management ordinance.This must be done by the community.Items G5—G11 provide a way to document these determinations. Item G5.Permit Number.Enter the permit number or other identifier to key the Elevation Certificate to the permit issued for the building. Item G6.Date Permit Issued.Enter the date the permit was issued.for the building. Item G7.Date Certificate of Compliance/Occupancy Issued.Enter the date that the Certificate of Compliance or Occupancy or similar written official documentation of as-built lowest floor elevation was issued by the community as evidence that all work authorized by the floodplain development permit has been completed in accordance with the community's floodplain management laws or ordinances. Item G8.New Construction or Substantial Improvement.Check the applicable box."Substantial Improvement"means any reconstruction, rehabilitation,addition,or other improvement of a building,the cost of which equals or exceeds 50 percent of the market value of the building before the start of construction of the improvement(or meets the community's more restrictive standards,if applicable).The term includes buildings that have incurred substantial damage,regardless of the actual repair work performed. Item G9.a.As-built lowest floor elevation.Enter the elevation of the lowest floor(including basement)when the construction of the building is completed and a final inspection has been made to confirm that the building is built in accordance with the permit,the approved plans, and the community's floodplain management laws or ordinances.Indicate the elevation datum used. Item G9.b.As-built lowest horizontal structural member.Enter the elevation measured at the bottom of the lowest horizontal structural member of the floor indicated by the selected Building Diagram(Item A7)or in the figure at the end of the instructions for Section C. Indicate the elevation datum used. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 14 of 19 SECTION G—COMMUNITY INFORMATIO' W(RECOMMENDED FOR COMMUNITY" FFICIALCOMPLETION)(Continued ' Item G10.a.BFE.Using the appropriate FIRM panel, FIS,or other data source,locate the property and enter the BFE(or base flood depth)of the building site.Indicate the elevation datum used. Item G10.b.Community's minimum elevation or depth requirement.Enter the elevation(including freeboard above the BFE)to which the community requires the lowest floor or the lowest horizontal structural member to be elevated.Indicate the elevation datum used. Item G11.Indicate Yes if a variance from the floodplain management regulations(Title 44 CFR§60.6)has been issued for the building, attach the supporting documentation,and describe the attachment in the Comments area of this section.If no such variance has been issued,indicate No. Enter your name,title,and telephone number,and the name of the community and add any comments.Sign and enter the date in the appropriate blanks. SECTION,H-BUILDING'S.FIRST FLOOR'HEIGHT'INFORMATION.,FOR ALL ZONES (SURVEY NOT REQUIRED),(FOR INSURANCE,PURPOSES ONLY) In any flood zone the property owner,owners authorized representative,or local floodplain management official may complete this certificate for rating purposes to determine the building's first floor height and identify the elevation of Machinery and Equipment(M&E) servicing the building.Sections A,B,and I must also be completed. Note:If Sections C and/or E and H are all completed,then information in Section C will prevail for insurance purposes and for compliance. Item H1.a.For Building Diagrams 1A, 1 B,3,and 5-9 shown on pages 17-19,enter in Item H1.a the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the bottom floor(as indicated in the selected Building Diagram,Item A7)above the LAG. Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item H1.a. Item H1.b.For Building Diagrams 2A,28,4,and 6-9 shown on pages 17-19,enter in Item H1.b the height to the nearest tenth of a foot (tenth of a meter in Puerto Rico)of the top of the next higher floor or elevated floor(as indicated in the selected Building Diagram, Item A7) above the LAG.Refer to the arrows on the Foundation Type Diagrams on page 16 that indicate which floor to use to determine the height for Item H1.b. Note:The LAG is the lowest point of the ground level immediately next to a building. Item H2.Indicate"Yes"if ap of the following M&E servicing the building,inside or outside the building,are elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16:central air conditioner(including exterior compressor), furnace,heat pump(including exterior compressor),water heater,and elevator M&E.For contents-only insurance coverage,all of the following appliances will need to be elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams below:clothes washers and dryers and food freezers. Note:For both building and contents coverage,all of the M&E and appliances listed above must be elevated per the Foundation Type Diagrams on page 16 to be considered for the M&E mitigation discount. Indicate"No"if any of the M&E listed above is not elevated to at least the height of the location shown by the H2 arrow in the Foundation Type Diagrams on page 16. The diagrams on the following page illustrate the six NFIP Foundation Type Diagrams.Each foundation type corresponds with one or more of the eleven Building Diagrams shown at the end of this Elevation Certificate.The arrows on the diagrams indicate which floor to use to determine H1.a and H1.b The arrows marked as H2 show the minimum elevation required to be eligible for the M&E mitigation discount. SEC, ION I'-:P,.,ROPERTY;OWNER,(OR O{NNER'S'AUTHORIZED REPRESENTATIVE)CERTIFICATION, r Complete as indicated.This section is provided for certification of measurements when completing Sections A, B,and H.If Section H is completed by a local floodplain management official,then complete Item G2.b and Section G instead of Section I.The address entered in this section must be the actual mailing address of the individual who provided the information on the certificate. Check the box as indicated if including attachments(e.g.,required photos)and describe in the Comments area. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 15 of 19 Foundation Type Diagrams(for use in Section H): Slab on Grade(Non-Elevated) Elevated without Enclosure an Posts,Piles,or Piers Corresponds to EC Corresponds to EC H2 ' Diagrams 1A, 1B �; Diagram 5 and 3 H1.a � H1.a Note:If the building has more than one floor,the Machinery and &H2 Equipment should be on the second floor or higher. ------ -- Basement(Non-Elevated) Elevated with Enclosure on Posts,Piles,or Piers ' Corresponds to EC _ Corresponds to EC _ Diagrams 2A,2B `- Diagram 6 and 4 H1.b &H2 Crawlspace(Elevated,including Non-Elevated Elevated with Enclosure Not on Posts,Piles,or Sub-Grade Crawlspace) Piers(Solid Foundation Walls) Corresponds to EC _ . Corresponds to EC i } Diagrams 8 and 9 "� ` Diagram 7 Aff r &H2 H1.b H1.a &H2 ® H1.a .. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 16 of 19 BUILDING DIAGRAMS The following diagrams illustrate various types of buildings.Compare the features of the building being certified with the features shown in the diagrams and select the diagram most applicable. Enter the diagram number in Item A7,the square footage of crawlspace or enclosure(s)and the area of flood openings as indicated in Items A8.a—f,the square footage of attached garage and the area of flood openings as indicated in Items A9.a—f,and the elevations in Items C2.a—h. In A,B,C,X and D zones,the floor elevation is taken at the top finished surface of the floor indicated;in V zones,areas seaward of the LiMWA,and in other areas regulated for coastal flooding hazards,the floor elevation is taken at the bottom of the lowest horizontal structural member(see figure at end of instructions for Section C). DIAGRAM 1A: DIAGRAM 1B: All slab-on-grade single-and multiple-floor buildings(other All raised-slab-on-grade or slab-on-stem-wall-with-fill than split-level)and high-rise buildings,either detached or single-and multiple-floor buildings(other than split-level), row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without attached garage. Distinguishing Feature—The bottom floor is at or above Distinguishing Feature—The bottom floor is at or above ground level(grade)on at least one side.` ground level(grade)on at least one side.* C2.b C2.a C2.b C2.a NEXTHIGHER i NEXTHIGHER F FLOOR , FLOOR i i GRADE BOTTOM FLOOR GRADE BOTTOM FLOOR c J e{ t t t l 4 3 +^ Z C2.f—h [aaurra�e¢tsy C2.f—h (deterirttrcttr DIAGRAM 2A: DIAGRAM 213: All single-and multiple-floor buildings with basement(other All single-and multiple-floor buildings with basement(other, than split-level)and high-rise buildings with basement, than split-level)and high-rise buildings with basement, either detached or row type(e.g.,townhouses);with or either detached or row type(e.g.,townhouses);with or without attached garage. without attached garage. Distinguishing Feature—The bottom floor(basement Distinguishing Feature—The bottom floor(basement or or underground garage)is below ground level(grade)on underground garage)is below ground level(grade)on all sides; all sides.' most of the height of the walls is below ground level on all sides; and the door and area of egress are also below ground level on all sides.' C2.a NEXT HIGHER C2.b) 2b C2.a NEXT HIGHER C2.b FLOOR FLOOR GRADE GRADE \ t ` BOTTOM FLOOR -- -- - ------------ \i. BASEMENTFLOOR BASEMENT F ' - CZ.f - cd�t Ii�d' 'e�llatirig'grade) A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office, garage,workshop,etc. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10122) Page 17 of 19 BUILDING DIAGRAMS DIAGRAM 3: DIAGRAM 4: All split-level buildings that are slab-on-grade,either All split-level buildings(other than slab-on-grade),either detached or row type(e.g.,townhouses);with or without detached or row type(e.g.,townhouses);with or without attached garage. attached garage. Distinguishing Feature—The bottom floor(excluding garage) Distinguishing Feature—The bottom floor(basement or is at or above ground level(grade)on at least one side.' underground garage)is below ground level(grade)on all sides.' aFLOORS C2.a C2.b r r r C2.b ' HIGHER FLOORS ' GRADE NEXT HIGHER NEXT HIGHER FLOOR BOTTOM FLOOR FLOOR BASEMENT de(etmihed b ( C2•f—h exisfinggrade) •exislinggrade) DIAGRAM 5: DIAGRAM 6: All buildings elevated on piers,posts,piles,columns,or All buildings elevated on piers,posts,piles,columns,or parallel shear walls.No obstructions below the elevated parallel shear walls with full or partial enclosure below the floor. elevated floor. Distinguishing Feature—For all zones,the area below the Distinguishing Feature—For all zones,the area below the elevated floor is open,with no obstruction to flow of floodwaters elevated floor is enclosed,either partially or fully.In A Zones,the (open lattice work and/or insect screening is permissible). partially or fully enclosed area below the elevated floor is with or without openings"present in the walls of the enclosure.Indicate information about enclosure size and openings in Section A - C2.b Property Information. ' NEXT HIGHER ' t i FLOOR t NEXT HIGHER C2•a FLOOR C2.a C2.b ELEVATED ELEVATED FLOOR FLOOR GRADE GRADE A8.a-c T1jN\1sI[JR� Determine enrlosure size& operdngs,it any. �..- (tlelemiineC by' ' (F&V zones �d6tereitn8d6Y.. C2 f—h ex sting grede) C2.c and other C2.f—h existing grade) CZ O (For V Yone"s'" end other regulated areas) regulated areas) A floor that is below ground level(grade)on all sides is considered a basement even If the floor is used for living purposes,or as an office,garage, workshop,etc. ••An"opening"is a,permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or crawlspaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the ICC ES must be submitted to document that the design of the openings will allow for the automatic equalization of hydrostatic flood forces on exterior walls.A window,a door,or a garage door is not considered an opening;openings may be Installed in doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 18 of 19 BUILDING DIAGRAMS DIAGRAM 7: DIAGRAM 0: All buildings elevated on full-story foundation walls with a All buildings elevated on a crawlspace with the floor of the partially or fully enclosed area below the elevated floor. crawlspace at or above grade on at least one side,with or This includes walkout levels,where at least one side is at or without an attached garage. above grade.The principal use of this building is located in Distinguishing Feature—For all zones,the area below the first the elevated floors of the building. floor is enclosed by solid or partial perimeter walls.In all A Distinguishing Feature—For all zones,the area below the zones,the crawlspace is with or without openings"present in elevated floor is enclosed,either partially or fully.In A Zones,the the walls of the crawlspace.Indicate information about partially or fully enclosed area below the elevated floor is with or crawlspace size and openings in Section A -Property without openings•'present in the walls of the enclosure.Indicate Information.(If the distance from the crawlspace floor to the top information about enclosure size and openings in Section A - of the next higher floor is more than 5 feet,use Diagram 7.) Property Information. C2.a , I C2.b C2.a 8 NEXT HIGHER FLOOR GRADE NEXT HIGHER FLOOR GRADE C2.f C2.g WALKOUT LEVEL C2.g C2.f (ENCLOSURE) CRAWLS PACE A8.a A8.b� _.,.. :.. A8.b—c A8.b—c OPEN Qn.a INGS" OPENING-- OPENINGS" DIAGRAM 9: All buildings(other than split-level)elevated on a sub-grade crawlspace,with or without attached garage. Distinguishing Feature—The bottom(crawlspace)floor is below ground level(grade)on all sides.'(If the distance from the crawlspace floor to the top of the next higher floor is more than five feet,or the crawlspace floor is more than two feet below the grade(LAG]on all sides,use Diagram 2A or 2B.) C2.a C2.b GRADE NEXTHIGHER FLOOR C2.f C2 9 ' OPENINGS• A floor that is below ground level(grade)on all sides is considered a basement even if the floor is used for living purposes,or as an office,garage, workshop,etc. •'An"opening"is a permanent opening that allows for the free passage of water automatically in both directions without human intervention.Under the NFIP,a minimum of two openings is required for enclosures or crawispaces.The openings shall provide a total net area of not less than one square inch for every square foot of area enclosed,excluding any bars,louvers,or other covers of the opening.Alternatively,an Individual Engineered Flood Openings Certification or an Evaluation Report issued by the ICC ES must be submitted to document that the design of the openings Will allow for the automatic equalization of hydrostatic'flood forces on exterior walls.A Window,a door,or a garage door is not considered an opening;openings may be installed in doors.Openings shall be on at least two sides of the enclosed area.If a building has more than one enclosed area,each area must have openings to allow floodwater to directly enter.The bottom of the openings must be no higher than 1.0 foot above the higher of the exterior or interior grade or floor immediately below the opening.For more guidance on openings,see NFIP Technical Bulletin 1. FEMA Form FF-206-FY-22-152(formerly 086-0-33)(10/22) Page 19 Of 19 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 15,2022 TO: Frank Uellendahl (Ball) PO Box 316 Greenport,NY 11944 Please take notice that your application dated May 16, 2022: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 39550 Route 25, Orient,NY County Tax Map No. 1000 - Section 15 Block 8 Lot 26.8 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 497,455 sq. ft. lot in the R-200 District is not permitted pursuant to the Bulk Schedule which requires a front yard setback of 60 feet. The proposed construction will have a front yard setback of 11 feet. (-4 Authorized Signatur . Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. "bR BOARD MEMBERS ® G'® Town Hall Annex — Leslie Kanes Weisman, Chairperson ��® ���, 53095 Route 25,Main Road Patricia Acampora ® =� P.O. Box 1179 co Ze Eric Dantes Southold,NY 11971 Robert Lehnert,Jr. Telephone® ®�� Telephone(631)765-1809 Nicholas Planamento ®! RECEIVED $ U ` C 1• N� lM http://southoldtownny.gov D E ' 1 9 2022 ONING BOARD OF APPEALS pa� TOWN OF SOUTHOLD Southold Town Clerk DEC 2 0 2022 FINDINGSUIBERATIONS AND DETERMINATION 7DW""Gv"'"T MEETING OF DECEMBER 15, 2022 0FSotJZBA FILE: #7714 NAME OF APPLICANT: Barry X. Ball and Kimberly van Lee PROPERTY LOCATION: 39550 NYS Route 25, (Adj. to Gardiner's Bay), Orient,NY SCTM: 1000-15-8-26.8 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated August 24, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 29,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, conforming, irregular-shaped, 497,455 square feet, 11.42 acre waterfront parcel located in the R-200 zoning district measures 53.82 feet and 210.42 feet along Main Road/NYS Route 25, then runs south, around "Latham Cemetery", 80.56 feet and continues west 131.20 feet and then north 82.75 feet back to the State roadway at the head of Cedar Birch Road(private 50 feet wide right of way),then crosses the intersection 51.03 feet west and runs south along the right of way, along multiple residences, each with access, 82.5 feet, 142.56 feet, 1085 feet then follows a curve R=107.32 feet and A=200 feet, then turns south 18.28 feet (creating an appendage),west 337.55 feet, south 59.09 feet, east 339.69 feet, north 81 feet and then runs east 290.47 feet and continues 447.89 feet and continues back to the State Road, 733.63 feet, runs west 50.09 feet then south 731.65 feet, 424.33 feet and 195.44 feet (creating a second appendage), then runs north 1279.54 feet back to the roadway. The parcel is improved with a two-story residence with attached porches, a detached garage, a small wood shed, a wood platfnrn, with clertric service at the `tidal pond', remnants.of a wood bridge leading to an island at the fresh water pond, an earthen driveway (the right of way) and a gravel driveway to the residence, as shown on the survey prepared by Stanley J. Isaksen, Jr., Licensed Land Surveyor and dated August 23,2000. BASIS OF APPLICATION: Request for a Variance from Article III, Section 280-14 and the Building Inspector's June 15,2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; at; 1) located less than the code required minimum front yard setback of 60 feet; at: 39550 NYS Route 25, (Adj. to Gardiners Bay) Orient,NY. SCTM#1000-15-8-26.8. l� Y Page 2,December 15,2022 / #7714,Ball SCTM No. 1000-15-8-26.8 RELIEF REQUESTED: The applicant requests a variance for alterations and additions to an existing house, consisting of a porch expansion,a mudroom entry,and a carport with second floor living space including an en-suite bedroom with full bath, a family room and second, full bath, where the improvement will establish an 11 feet front yard setback where the code requires a minimum front yard setback of 60 feet. ADDITIONAL INFORMATION: While the survey provided illustrates a lot size of 11.42 acres, the property consists of two, uncombined/unmerged parcels: SCTM#1000-15-8-26.7, 4 acres, and#1000-15-8-26.8, 7.43 acres. The improvements and residence, subject of this application is located on lot 26.8, while the 50 feet wide private right of way, known as Cedar Birch Road, is located on lot 26.7, which encircles the subject parcel and a parcel owned by the State of New York. The residence is locatedvell over 500 feet south of Main Road/NYS Route 25, the applicant's road front. However, the parcel is considered to have multiple front yards as a result of the right of way. Further encumbering the parcel are tidal wetlands and a freshwater pond, which require a minimum setback of 100 feet for any improvement. The existing house and barn/garage are built outside of the 100 feet wetland's setback and within the 60 feet front yard setback from the right of way. Existing improvements on the subject parcel (SCTM: 1000-15-8-26.8) are covered by the following Certificate of Occupancy: #Z-22787 dated December 14, 1993 covering a one family dwelling as applied for. #Z-26998 dated March 22, 2000 covering the construction of an agricultural building #Z-36816 dated March 24, 2014 covering alterations to an existing, unheated, accessory building No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1, 2022 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The surrounding neighborhood is defined by Main Road/State Route 25 which is a major east/west artery in the Town of Southold and also serves the county, connecting it and points west, via ferry to Connecticut and New England. Homes in the immediate area tend to be historic in nature and built close to the roadway,many on less than code conforming lots. Open space abounds and the adjacent parcel to the east is owned by New York State as part of the Orient Beach State Park. The subject parcel is accessed via Cedar Birch Road, a private right of way, also owned by the applicant. This unimproved road allows access to approximately seven neighboring properties, each facing east towards the applicant's residence and each with perceived compliant front yards. The applicant maintains a primary front yard setback, from Main Road, their address,of over 600 feet,where a minimum of 60 feet is required by code. As a result,when paired with the 50 wide right of way,the relief sought will not be easily discernable by immediate neighbors or those traveling on busy State Route 25. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. As a result of the tidal wetlands and freshwater pond, the 1, J Page 3, December 15,2022 #7714, Ball SCTM No. 1000-15-8-26.8 development of the subject lot is severely limited. Any expansion to the existing residence will require some form of variance relief as it is constructed within the 60 feet front yard setback from the right of way. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 82%relief from the code. However, by granting relief for a reduced front yard setback and allowing upland expansion away from sensitive wetlands, the applicant better conforms to the Town of Southold Trustees and New York State Department of Environmental Conservation requirements. 4. Town Law V67-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 alterations and additions including an expanded porch,mudroom entry,and attached car port with second floor living space 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 267-13, motion was offered by Member Planamento, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, and shown on the survey prepared by Stanley J. Isaksen, Jr., Licensed Land Surveyor and dated August 23, 2000, and the Architectural Drawings (labeled A-10, A-20, A-30, A-40 and A-50)prepared by Frank W. Uelendahl, Registered Architect and dated August 12, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant is to provide the Board with copy of a Certificate of Occupancy or a valid Board of Trustees Wetland Permit for the wood platform measuring 14.9 feet by 16.6 feet, located at the tidal pond, prior to the issuance of a Certificate of Occupancy for the alterations an a itions granted herein. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. 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. 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 front 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 r Page 4,December 15,2022 #7714, Ball SCTM No. 1000-15-8-26.8 r nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) is �Ia J. Planamento, V'ce Chair Appre for filing /2022 .s Board Of Southold Town Trustees SOUTHOLD. NEW YORK PERMIT NO. ......... DATE: _Apr11.2P, 2005 ; ISSUED TO BARRY X BALL AND KIMBERLY VAS... $ .................. Pursuant to the provisions of Chapter 615 of the Laws of fhe.State of New York, 1893; and Chapter 404 of the Laws of.the State of New York 1952: and the Southold Town Ordinance en- -titled"REGULATING AND THE PL�ICINIG.OF.-0BSTRUC NS. IN AND ON.TOWN WATERS AND PUBLIC LANDS anc� fhe REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS.F$OM LANDS .UNDER TOWN'WATERS; and in. accordance Ah'the Resolution of The Board adopted at a meeting held on -_...APx4. ..ZQ 250.oo did b • 2005, and in consideration of the sum of $................_........... p y. Barry X Bal . .......... .............. .. .... of ......Orient_..._.....__..._............_............ . . _..._ N. Y. and. subject #o; the Terms and Conditions listed on the reverse side hereof, S ,t},�,i T.+..�.;Truste s au}hor zes and ermitx the foilO' in Wetian$e'm�k to remove debris,poison fvy,and invasive non nave species,and re-plan w� native k species and groundcover,as approved by the NYSDEC,in the 51Y wide buffer and along the driveway;repel the bridge to the island;renovate existing dock and boathouse;remove debris,poison Ivy,and invasive species from island at southem end of property;re-gravel driveway south of house as needed;renovate the existing dock on the pond on the east side of the house,trim Phragmites along the western edge of the pond to 2%and all as depicted on the plan rveyed by Slant J.Isaksen,Jr.dated August 23. DO .,and revised by Barry X.Ball on April 20,2005.Krtt the detailea specifications as presented in .the originating application. IN WITNESS WHEREOF, The said Board of Trustees hare. by causes its Corporate Seal to be affixed, and these presents to be subscribed by a'majority of the said Board .as of this data. Albert •J. Krupski, Jr. Arta er K. L-f '6�� Glenn Goldsmith,President �OF Sig Ur Town Hall Annex A. Nicholas Krupski,Vice President ,`�� Hilo 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly va Telephone Peeples � ® Q elephone(631) 765-1892 Fax(631) 765-6641 UMY,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2218 C Date: February 5,2025 THIS CERTIFIES-that the removal of debris, poison ivy,--and invasive non-native species,and re-planting with native species and groundcover,as approved by the NYSDEC in the 50' wide buffer and along the driveway, repair of the bridge to the island,• renovation of existing,dock and boathouse,removal of debris poison ivy, and invasive species from island at southern end of property re-gravel driveway south of house as needed;renovation of the existing dock on the pond on the east side of the house-, trimming of Phragmites along the western edge of the pond to 2', At 525 Cedar Birch Lane,Orient Suffolk County Tax Map#1000-15-8-26.7&26.8 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 3,2005 pursuant to which Trustees Wetland Permit#6122 Dated April 20,2005,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 removal of debris,poison ivy,and invasive non-native species,and re-planting with native species and groundcover, as approved by the NYSDEC, in the 50' wide buffer and along the drivewa • repair of the bridge to the island,renovation of existing dock and boathouse removal of debris,poison ivy,and invasive species from island at southern end of property,re-gravel driveway south of house as needed,• renovation of the existing dock on the pond on the east side of the house;trimmingof f Phragmites along the western edge of the pond to 2'. The certificate is issued to BARRY X. BALL&KIMBERLY VAN ZEE owners of the aforesaid property. E C E 0 V E 4-v� f " Authorized Signature F E B 10 2025 Building Department Town of Southold Ffp .. BUILDING DEPARTMENT-Electrical Inspector ' TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4 Telephone (631) 765-1802 - FAX(631) 765-9502 " rogerr _southoldtownny.gov seandCa)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Custom Lighting of Suffolk Electrician's Name: Benjamin Doroski License No.: 38893-ME Elec. email: Clos5170@gmail.com Elec. Phone No: 631-298-4588 ED I request an email copy of Certificate of Compliance Elec. Address.: PO Box 1698 Mattituck NY 11952 JOB SITE INFORMATION (All Information Required) Name: Barry Ball and Kimberly Van Zee Address: 525 Cedar Birch Road Orient NY 11957 3 Cross Street: Phone No.: Bldg.Permit#: <j,3 email: Tax Map District: 1000 Section: Block: Lot: Q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Mudroom Electric Lights, Outlets and Switching Square Footage: 125 Circle All That Apply: Is job ready for inspection?: ❑✓ YES❑NO ❑Rough In ❑✓ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service SizeF11 PhF�3 Ph Size: A # Meters Old Meter# ❑New service[]Fire Reconnect OFlood ReconnectOService Reconnect❑✓ Underground❑Overhead #Underground Laterals 0 1 n2 M H Frame 0 Pole Work done on Service? MY F1N Additional Information: PAYMENT DUE WITH APPLICATION I 1 -" C111- i 0(u I� Ili ►� n Sul ►� ,. Scott A. RR ' 1fAR 1 °s , STORMWA\T]ER SUPERVISOR BI9i�t�r� 1 k � TOWNOFs - -� MANAGEMENT T' SOUTHOLD TOWN HALL-P.O.Box 1179 4 53095 Main Road-SOUTHOLD,NEW PORK 11971 � � Town of Southold p CHAPTER 236 - STOUM"ATER MANAGEMENT REFERRAI�FORM_ ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) '. NAME- Date: i; (PFmd ( a l i Bignaturet Contact Information: 14'e7tp 004- (E-Mail&Telephone Number) Property Address / Location of Construction Site: C�PAO, i S.C.T.M. #: 1000 District Or �q k)Y S "xU LO 00 21 ,E Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than 1 Acre. No S.P.D.E.S.Permit is Required! ❑ - Project does Not Discharge to Waters of the State. No S P.D.ES:Permit-is Regun ed !: r ❑ - Area of Disturbance is Greater than I Adre&Storm-water Runoff Discharges Directly ?: is to Waters of the State of New York. THE.APPLICANT MUST OBTAIN a S.P.D.E.S.Permit. DIRECTLY From N.Y.S. D.E.C. Priorb Issuance of a Building.Permit., . ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department- Prior to Issuance of a Building Permit;: i. 11ql, 3 Reviewed By: Date: .. 3 FC1RM # CM('P-T(14()rtnhar 90 1 4 - �e C.�, � e 3 l a3 I I , MAIN ROAD NYS RT 25 N 88'55'40"E N 88°55'40"E hg h0 5 MAU) N 89'25'10"E 210.42' 53.82' 50.0 Z rIPC PIPE CM LATHAM o OD 2-RAILz GM a' CEMETERY P o FENCE p J OD W Na 1 ppJ y .-.0- W ri _ oroN x CM tJ 813 2dE ..M p UTIL 2 • 0'" � O RESIDENCE FE RA,,asp �->< \ O Z o j N/F WILSON ASPH DW--- \ O � 0 1 I 2-RAIL O- �\ '� fTl FE <y�l N. ^I 41 ASPH WALK O O c, \ Ri Ln CM .vo1, 1000-015-08-026.8 t 2-RAIL FENCE 1� PHRAGMITES CONC D'w ' 811ig Dept COPY from ZBA - -- Final reviewed doc "eats i % - -RESIDENCE ` e �._ .. pates7 (� � N/F DORMAN IIi r � pHRAGMITES I TREELINE cm 22'CHERRY TREE - S i z HEDGES GONG DW ` x ,I D TIP-- RESIDENCE 0 I' rn T. --, N/F SEEWALD 1 T� Z rn'5;- 1 5 - n x O ASSOR gIRCN, TED r- n �7 p CHERRY, CEDAR o ' M V I �- O' y7 0 rn ! 12-16 O N s.9' - �-1 Iv � O 'I �io • V x •U1I 1 A t2r11 � (A! D 'd 7 E r O (D .- PIPE FOUND lA /ap 1.2' ` 22.0' j 11101101111 OOD DRM 4.9 O m A P� 0 z \11' ELEC. m m 111 SVC 0 K RESIDENCE ,11. 1 6• ,\\ Lo N/F ROBINSON 11 ; HEDGESco 111 CM W1 OL FIT N 0" O 1 i EARTH DRI AY 01 In CIONC CP 11 DRIVEW 1 00 l ' O • RESIDENCE CONC N t a I I N/F GREENLY WALK ��O O v I N Z I� I J O t POE _ GONG MON- I � 3 ' D o ` O Oi n O O O', o co co p urn I 2005 (-IT ' . 14/F GREENLY ppoE 41 (1 l . FRESH WATER POND mx aw.md own OI ,� �N ror�m'4"�.ac xarm'i"`1NGe'mm�nx Oi 1 ISLAND .m rvmrs oe vaswmr o,wrs m; RLM 0 C CONC .WOOD HEADWALL PIPE POST , '- yb nn , .. . . _._.GUY. ._" ;.. o :•-..• ,Y., _,..._ rosy EARTH DRIVEWAY .�.. 11`fS/\ �' •'-". �---. -��^--•r _.._,.. .._ ..___ O 1l��E 50 BLUESTONE 2Q �p W%CON O _I 0�0 RESIDENCE WALLS SVRVEY OF N 01-4 00"W 18.28' O DECSRIBED PROPERTY EICH N/F R O w ORIENT, TOWN 00 D OF SOUTHOLD o SUFFOLK COUNTY, N.Y. h� m SURVEYED FOR: BARRY X. BALL KIMBERLY J. VAN ZEE �O g 6 TM#1000-015-08-26. 1000-015-08-26.8 �� SURVEYED:23 AUGUST 2000 Z _ tx SCALE 1'-50• O C? _ AREA-497.455 S.F. OR 11.42 ACRES O N L O SURVEYED BY STANLEY J. ISAKSEN, JR. _ P.O. OX 294 is NEW UFFOLK N.Y.; 11956 631 734-5835 GUARANTEED T0: O BARRY X.BALL L0 KIMBERLY J.VAN ZEE FIDELITY NATIONAL TITLE INS.CO. LICE SF C1D SURV WELLS FARGO HOME MORTGAGE - NYS NO.•49273- OC629 D� PROPOSED AMMON MAILL RESIDENCE ............... ORIENT, NY 525 CON BIRCH RD ............ .......------ ............... UP lu- ------ ARCHITECT CL FM UaWM 123 CWW AVEWE BR 3 P.OMX 316 I'd I DN GREEIM,NY 11944 r- TIL 631-0 8624 BATH a ........... LMNG RM. KFCHEN OWNERS amw au&iu vm ZEE BR 1 ----- a. DW 525 CEDAR BMCH ROAD ORM W 11957 M.W2B3 6595 ........... BR 2 CL .......... ............... ................... ,or I COVERED PORCH 021 N fq 0 Bldg Dept copy opy ro;;z Flnaf reviev ummts 03 ZSA irii,- # -717 'g De��7cpy,,, ']IIA af _ev e�j� I ts F1'.'7A te .. 1 ? 0 m [DZa' oj 16- n 22 0 E)(lSflNG n FLOOR PLANS DONG 2ND FLOOR PLAN EXIRNG 1ST FLOOR PLM 2 (D 1942 DWG.w Di SCALE 1/87 = l'-T SME 1/8'= 1 En DK NO A-2 wain k P9-3 I/r ADDMON ----------------------------------------- ---- i GNI6£h1�D 7ND ftDOR AME BALL HOME OFFICE DEN auEe+ BR 4 `� RESIDENCE 1 0 ORIENT, NY ------- w-------- COVERED CARPORT 525 CEDAR WRCH RD L}J En s1a�ER 1 2ND FLOOR ABOVE ARCHRECT M W _ FRANK UElll1WL Q ' RAM Glo ' 123 CEFURAL AYENUE P.O.BOX 316 ___LLLB . MUDROOM� OWNERS ---- BARRY BNL R I®1 M ZEE 0 -- 525 CEDAR BECK RDAD ---( ORFRF,NY 11957 ON lEl:61 E@ 6�5 " CL � 7RM. T, AEF. ------ w� BR 3 ZZ� BR 1 _CL ----- �� a BR 2 3 O � d 1 COVERED PORCH o � � 1%9/t11-0 Bldg Dept copy from ZBA 3 PROPOSED �0 M� `rins!,revievrtd docU is C rTl ZB ;rU >� —2-71 t FLOOR PLANS o n PROPOSED 2ND FLOOR PLAN Dz. �a, 's PROPOSED 1ST FLOOR PLAN M SCN.E: 1/8 = 1-0 SCALE: 1/8 = 1-0 Dw�RAVE Q erg A-3 0 W.RD N ro "1'1 1 ADD 1 1 a...................,. i - _..�illlllllllllllllllllllllli - - = FKW123 FO�,°;;� , OWNERS . I!n.......................... '!�I� . r --------------------------- --------- � I ?° � 1 � All ■� .;;,.,� ,. gin.,�.:.. �s � ��, yf ..........:ra,,r; .,,,. • 1• 1 • DO,NAME 1 1 i W.NO PROPOSED ADDM N ❑a BALL RESIDENCE ORIENT, NY 525 COR BIRCH RD :::::::::::::•:::•:::::•::::::::: :•::::::::.:::::::::::::::.::::: ARCHUCT $� FRANK UMENMHL ............ 123 CEN[W AVENUE ............................... ........................................................... P.OJ30X 316 GiEB1PORf,NY 11914 i 1E1:631-477 6624 :::::•::;::::;•::•::::::::::::•:: ::::::: OWNERS ...................... ........................................... ........................................... RARRV BNL A:KV VAN 2EE 625 CEDAR BIRCH ROAD oRUff.NY 11957 m slt m m UE "s �. I—I—Ir—I—I—I—I—I—Ir I —Ir I —Ir I l —I—�� .r c'V 4'i------------i}____________f}_____________F� ��I �Irrr � ROOF DECK-I f F-F- .EEN..ROOF I-F-F- I . II I— l�l l�l l 1 M1E: N 10.7' 10.7' 10.7' s F o 08/12/2022 7' Co SOAIE 1/6•=1•-0• OWNERS ARE CONSIDERING INSTALLATION OF SOLAR PANELS o m ROOF PLAN IN LIEU OF GREEN ROOHNG SYSTEM a e WEST ELEVATION N m ` DWG NAUE p s DK NO A-5 y catr�: Z ;�I�zZ ;- POno 1 �•6 „fN.....N.W..».....iNMN...N......N1..»...N.»N.«..N........f«. '•„"N• ,N.•fNN.N•.N.N••»N•.NNNNf».NN.f.N.1.N.NN»I - NNNN,•• fN«I«1..p.t«f«f.•M•Nf.NNN.M..N•NN••�N.NN. ,N•I�""" AS NE BY 1 N• I„NMfp•f.NNfIMM»Nk!N�Y�,1.•i��„•}f - /1 W 01 `� �0j DELINEATI 0 °- DRIVE -1 — — ------------ 1000 , 1 S• I `r GRA`- • Wit. ., �...• OF WAY RIVE ,TH ► ► oISCLO ` CY w CL _ ' » � LAI loYV c w 20 N w w U � MAIN ROAD NYS 25 S 07' 38' 20" E N 88. 55' 40" E N 88'�55' 40" E 82.75' N 01' 50' 30 W 50.09 N 70' 49" 40" E 80-56' 53.82' 51.03, N 89' 25' 10" E FD NYS FO x ON FD ow LYIIE7ARY x X. x X x X X Lo � N 07' 38' 20" W N 82' 50� 2 " EX u ^ ,�,� F6/SdAyl 1 A�xXX N FO w O N/F RUM N 29' 08' 50" W 142.56' D o � m N/F RDA7EL m O M O� L(NO ISLAND SrAW PARK CaWML� D N/r So7TA I W , 3 +o Lr) £ UIP. SHED O ( FRAM 57R.) V 52.7' z `� n POND r r a AEOUIIO axxar Q O. PORtl1 D tr RooF DMF � a 2'3 a A RESOD I� VV- 9 ]M 1000 01 -08-26.8 `� n o N �n I iu O Lu d SURVEY OF a DESCRIBED PROPERTY p SITUATE N - o ORIENT, TOWN OF SOUTHOLD N o SUFFOLK COUNTY, N.Y. AA N/T C.'1EEMEY o 1 PIPE , SURVEYED FOR : BARRY X. BALL KIMBERL Y J. Van ZEE Z O POND Nix DFD PIP w aa' FD FEPE FD <' FD/1 7M 1000-075-08-26.7 ctiwc Post '� 7M 1000-075-08-26.8 R= 107.32' a A= 200.0' R= 107.j2' N 01' 43' 00" W A= 17-10' SURVEYED Aucusr, z000 SCALE 1"=100' 18.28' , AREA = 497.455.2 SF S 01 43' OQ" E R 11.42 ACRES , 1 � 81.00' 9 DI�•�1 GURANrEES INDICATED HERE ON SHALL RUN GUARANTEED TO ONLY To THE PERSON FOR NHOM THE SURVEY BARRY X BALL p M PWAM,AND av HIS SENACE ro DIE XIMBERLY J. Van ZEE L DW9IhSR17mOµ4IFUSTEDLNAEREEM AND FIDELITY NAAONAL 177LE INS CO. T)THE ASSOVEES OF THE LENDRIC WSD7URON. WELLS FARGO HOME MORTAGE GVARANTEES ARE NOT 7RANSFERABIE IV N 10' 16' 20" W AGOITT"L INS77TU70MS OR SUBSEQUENT OWNERS �'I 59.09' y LN WQR?ZEO ALTERATION OR AOU17ON 70 THIS SURVEY IS A KOLA BON OF SECRON 7209 OF i4E NEW YORK STATE EDUCADON LAW N/Y suA LOPffS of THIS SURVEY MAP NOT BEARING SURVEYED BY iNE LAND SURVEYORS EMBOSSED SEAL SHALL IQT BE CONSR7MM TO BE A VAUD TRUE LOoY. STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK, NY 11956 ANYSLI 35 D SURVE 4927,7 UUL,9�'d ROAD NYS FT, 25 A�1�1�j N 88'55'40"E N 88'55'40"E N 89'25'10"E 2 0.42' 53.82' 50.0 ' 5�AN Z PIPE PIPE CM �p q9• C a LATHAM o 2-RAILZ `" " CEMETERY P o FENCE O o JCI C,+ N co tQ E O 06 i co N 813102 0 M . � cn N (n 'o OTIL o 2 ,POLE (n +1 CM RESIDENCE 2-RAIL o �� .� �_ Z O FE O NIF WILSON ASPH DW 00- O O P Frj FE RAIL O ci� `�\\` N 41 NN O o ASP,WALK J U1 •�, `Xr I 3 DM ,OLE 1000-015-08-026 i 2-RAIL FENCE 1 TREES & pHRAGMITES 1 , CON, DW ' RESIDENCE NSF DORMAN t I pHRAGMITES TREELINE cm L"LE 22- CHERRY 1 TREE t� •A Z HEDGES CONC F' DW N / m RESIDENCE 0 0 NSF SEEWALD Z r 11 m D Z BIRC z H, _ ASSORTED 11 Frl a I 1 J I CHERRY, CEDAR q m 1 t ! m I r 6i i 27.0 O A O 12-16 tJ 9.9• z x o 1} ti 1i m �o I: � I C4UTI m i A �N PIPE ` O FOUND A 9 O A 1.2 22 O 00 D OR m an I M ZO -z LIi 111, g 1ti � ELEC ° C) i111 � 1 SVC �• 2 ` D RESIDENCE11 i �� > ''i v j N/F ROBINSON v I 6. o HEDGES pl o � _ y cm 'in , O� N OL cr 'O y 01 !�o' 1 ' A EARTH DRIVEWAY 01. C DRVEW O;hl CD N RESIDENCE NC N CO N/ E GREENLY WAS z W O O O vm Z V. O POLE � O CONC M0N _ C z J t o �'' O O i O N z O vTll 2005 ! I ! N/F GREENLY PooE ' 1� O i� c� '' � (FRESH WATER POND rzn o, a 1� nrzccw=.wr.ncnucH or' r O, 1 ISLAND W.u.`wscswwccs o�`nrc�crox+c msmuNOiraa O' II1 R MNANC ,iaanavu asnN"n°a'rs a""e"`su"es"eLra`oc'.°.o»r+cns �'� ; OF CONIC nrr.Vrw rcwK s, s"ccna„cw° s r -' WOOD HEADWALL , ��! ;BRIDGE \ wn�"ruc"nw u•O9 'I PIPE POST , cw[s O'rms smuiv w"v nei e[aeixc —_— �' A�1f•\F�1. '—,.._. 1� —fit . Aw SV�tn�rraeSnE�oSu�"�5w1u !r'�..` ' ecc .OUY O \)�' N " POST 1'�� WIRE20.2 EARTH DRIVEWAY WOOD FRAME O STRUCTURE z BLUESTONE t-20 DRIVEWAY 2 O W/CONC J O•00' RESIDENCE WALLS V) SURVEY OF N 01°� '00"W 18.28' O DECSRIBED PROPERTY SITUATE NSF REICH o w ORIENT, TOWN OF SOUTHOLD j o SUFFOLK COUNTY, N.Y. 4jh rrl SURVEYED FOR: BARRY X. BALL KIMBERLY J. VAN ZEE 0 � O O/O\h 'b SURVEYED. 23 AUGUST 2000 TM# 1000-015-08-26 7 1000-015-08-26.8 Z .i SCALE 1"=50' O C AREA-497,455 S F OR _ 11.42 ACRES 61 Iv SURVEYED BY I STANLEY J. ISAKSEN, JR. P.O, OX 294 I. NEW UFFOLK. N.YI 11956 CP I 631 734-5835 c9 � GUARANTEED T0: BARRY X BALL ----- KIMBERLY J VAN ZEF LICE S ND SURV FIDELITY NATIONAL TITLE INS co. NYS No::4927,r3, OC929 WELLS FARGO HOME MORTGAGE ,(/l,I •,G�D✓ a WL THIS SITE PLAN IS BASED ON PROPOSED MAIN ROAD - NYS RT. 25 ADDITION 210.42' 53.82' •. SURVEY BY STANLEY J. ISAKSEN DATED MARCH 09, 2005 CEMETERYco LOT 15-8-26.8 = 323,215 SF LOT 15-8-26.7 = 174,240 SF a COMBINED LOTS = 497,455 SF ❑BALL N N RESIDENCE 9.9 W v y 0 ORIE NT, NY W 1 C 39550 NYS ROUTE 25 2 U — ...STORA:;:GE::= : • r BULDING:= _ - �' z ARCHITECT U c f �. O O �- J v FRANK UELLENDAHL m Z �• o • 123 CENTRAL AVENUE 2 0 • J Q P.O.BOX 316 0 REPRi 1194 u� GENO NY 4 0 ' TEL 631-477 8624 Alle.: w OWNERS O BARRY BALL do KIM VAN ZEE 303 E 60TH ST.APT. 39J z NEW YORK, NY 10022 _ TEL 646-283 6595 - TIDAL:POND:::::;;:::; BARN TIDAL r Y POND:. y •4' O O O PROPOSED _ ND FL ADDMON = o & _ == DRNEWAY LINDEN)-_ - - -;'•. � 2-STORY � W RESIDENCE 0 4.• LP. z z a S.T.o • 1 ST FL s • AMON 00 61 3 Q 1 100 o 0 f :2-STORY:::;::;.<;:;: BACK o N _.;;:... SANITARY SET ....................... :ss::•s;RESIDENCE•;:;?:>:?::<<>:: BUILDING & + /AD FL. o i o N /. ?: A / N DDITION,,• •:�• 0 CAN�1 ::.::::...::::::::::::: .:. D 15. n N ;2N 3 DATE: 08/12/2022 o n Z SCALE: 1/32" = 1'-0° .- `Fi�si+:watR: : ROPOSE SITE PLAN:::':::; 3 Po�ro;.:: : •.� ... SITE PLAN SCTM# = 1000-15-08-26.8 •'� TOWN OF SOUTHOLD DWG. NAME SCTM 1000-15-08-26.8 tr: SUFFOLK COUNTY, NEW YORK A-1 ®� DWG. NO MAIN ROAD NYS RT 25 N 88'55'40"E N 88'55'40"E N 89'25'10"E 210.42' 53.82' 50.0 L 03. Z PI YIYE Cu. 1c h9 a0 E ,"+o LATHAM o 00 2-Raiz "' 1°'i W CEMETERY N o -� FENCE CJ O rn u �v $ NO O o rTi N 82'50'20"E U7 N z CM 131.20' CM (n _o O .Vill �� 2 • ``POLE CN `\ RESIDENCE 2-RAIL acp,�AZ Z O FE ` -' CD WILSON ASPH DW �- � ,t/ O m 41- RAIL O, '`\ N � 0 FE -A FE L �J \\ O O WALK O pSPH_-_-__- X \� � (j, cm 1000-015-08-026.8 2-RAIL FENCE ' PHRAGMITES '.1 CDNC DW l I RESIDENCE N/F DORMAN N rl rrl PHRAGMITES '[RED cm p�c ICE ��----- 22-CHERRY TREE TIEOGF.S CONC UW V ' l / n m RESIDENCE �^J A A I - D V \ N/F SEEWAID ut V d Z I O N = 4 Z `I n gS50RTED DIRCHr CEDAR rl �� n ' G CHERRY, y rn 27 0' 0 z Q1 12-16 r Z x (nis o All YO E 1 Fvum rva 7.2' 22 0' I WOOD I ?LAIFORA z V11 El RESIDENCE ,,1 \\\`• Dn eve �o A 6 v N/F ROBINSON 11 ,\r1`, z 1� O '1 N pr HEDGES 00 -c. CA N err � 1^ EARTH DRIVEWAY 'f BR IN `I CO 0 coI U ON I RESIDENCE GONG O'I pinl 00 N/F RE G V1ALK cr �, £ fn1 Ln ENI.Y $ \\O w r m Z O O O Pail (n �— 1 yD -A O O z �5 2 r O l\ Sr �Z 0 O �e d � N/F GREENLY 03 pOiE 1' 2005 v (� O FRESH WATER POND N kl%ll.`srm IX swuEr o; +� ISLAND '+I REMNANC OF CONC V .w.ra,.ar.srm.avrs m�oa,.r ewers O' ex.xstiara�rn WOOD HEADWALL _ _ rwvrcr�rmr v �� rI BRIDGE era xn ma aura ' A \ PIPL Po'T ae a.�uw rwa ,�7 cao• �OY o � rosr WIRE w202' �1 (- EARTH ORNEwAY - rZj Dc1 "D i 4'70j 'DOD DjCTUREE !7 Z BLUESTONE g22p -•32' CJ DRIVEWAY 0.00 W/CONC RESIDENCE WALLS (n 1 28r RV OF N 01'43'00"W o DECSRIBEDSUEY OF OD SITUATE NSF RETCH o CA ORIENT, TOWN OF SOUTHOLD q o SUFFOLK COUNTY, N.Y. blD rn SURVEYED FOR: BARRY X. BALL �51 KIMBERLY J. VAN ZEE 75� fib. �OOO •N SURVEYED 23 AUGUST 2000 TMp JOCO-015-08-26.7 1 I000-015-08-26.8 Z x SCALE 1'-50• AREA 4S7.455 S,F. O 0R 11.42 ACRES N SURVEYED BY 0 STA I EYY J. ISAKSEN, JR. S P 0 B,l1X 294 NEW AUFFOLK. N Y 1 956 CJT 631 34-5835 CO GUARANTEED TO. _ 0 BARRY X BALL - - KIL1r8ERLY J.VAN ZEE ICEN FJ ND SU WELLS RGOHQ TITLE INS.CO NYS Lic. No 49273_ODD 29� WELLS FARGO HOME MORTGAGE l r Generated by REScheck-Web Software Compliance Certificate Project THE BALL RESIDENCE Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: i Construction Site: Owner/Agent: Designer/Contractor: 39550 ROUTE 25 BARRY BALL FRANK UELLENDAHL ORIENT, NY 11958 OWNER ARCHITECT Compliance: Passes using UA trade-off Compliance: 12.5%Better Than Code Maximum UA: 257 Your UA: 225 Maximum SHGC: 0.40 Your SHGC: 0.25 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling 1st Floor: Flat Ceiling or Scissor Truss 178 38.0 0.0 0.030 0.026 5 4 Skylight: Wood Frame 14 0.480 0.550 7 8 SHGC: 0.27 Skylight 2 and 3: Wood Frame 12 0.480 0.550 6 7 SHGC: 0.27 Ceiling 2nd Floor: Flat Ceiling or Scissor Truss 796 43.0 0.0 0.028 0.026 22 21 Wall 1- 1st Floor: Wood Frame, 16" o.c. 242 21.0 0.0 0.057 0.060 11 12 Door: Glass Door(over 50%glazing) 24 0.250 0.320 6 8 SHGC: 0.14 Door 1: Glass Door(over 50%glazing) 22 0.250 0.320 6 7 SHGC: 0.14 Wall 2-2nd Floor:Wood Frame, 16" o.c. 1,151 21.0 0.0 0.057 0.060 49 52 Door: Glass Door(over 50%glazing) 18 0.250 0.320 5 6 SHGC: 0.14 Window C,D,E: Wood Frame 263 0.300 0.320 79 84 SHGC: 0.27 Window 2: Wood Frame 8 0.290 0.320 2 3 SHGC: 0.31 Floor 1st Floor:All-Wood joist/Truss 178 21.0 0.0 0.044 0.047 8 8 Floor 2nd Floor:All-Wood joist/Truss 796 43.0 0.0 0.024 0.047 19 37 Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 1 of10 Compliance Statement. The proposed building design described he s n istent with the building plans,specifications,and other calculations submitted with the permit application.The proposed b it in h designed to meet the 2018 IECC requirements in R�E}Scc-h�ecck Version l:aR,tES�chAeck-Web and to comply with the manda o re u s isted in the REScheck Inspection Checklist. ` UZO M V, W l�l��W Q RL -PlI OE� Name-Title Sign t Date IJEL f A �m q �• 021�`�Cy'- Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 2 of10 f CREScheck Software Version : REScheck-Web �J( Inspection Checklist Energy Code: 2018 IECC 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 m Y } � Plans Uer�fied Feld Verified A ,# :Pre Inspect�onlPian�Review F � r 4 � Complies CommentslAss�mptions$� 103.1, lConstruction drawings and ` ❑Complies 103.2 1 documentation demonstrate 3" n rT ' x 3❑Does Not ; [PR1]1 ;energy code compliance for the ❑Not Observable ',building envelope.Thermal enveloP a represented one "� ❑Not Applicable ; P construction documents. ' 103.1, :Construction drawings and , ; x ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for A J❑Not Observable [PR3]1 :lighting and mechanical systems. a i Systems serving multiple rt []Not Applicable ; 00 dwelling units must demonstrate compliance with the IECC ',Commercial Provisions. y' 302 j Heating and cooling equipment is! Heating: Heating: I❑Complies 4037 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr 'approved by the code official. ;[]Not Applicable I Additional Comments/Assumptions: 11 High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 3 of10 I CJeetlon r ''� s a i'ti€ x? Foundation Inspectlors k Complles� F rk' Comments/Assumptions �t 303 2 1 'A protective covering is installed to ;❑Complies [F011]2 protect exposed exterior insulation El Does Not j k and extends a minimum of 6 in. below 4 )grade. UNot Observable' ❑Not Applicable 4039 Z Snow-and ice-melting system controls ❑Complies i [FO12] )installed. ,❑Does Not td1 6 ? I❑Not Observable y ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 25 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 4 of10 SeCtlOn w kk; { Plans Verlfletl Fleltl 1/erifred &;R# fraM�ng/Rough In Inspeck�on � � � Camplles� t Comments/Ass�mpk�ons 402.1,1, ;Glazing U-factor(area-weighted U- U- :❑Complies ;See the Envelope Assemblies � 402.3.1, 1 average). !❑Does Not ;table for values. 402.3.3, 402.5 I UNot Observable [FR2]1 ;❑Not Applicable ; I I I I I f I I I 303.1.3 {U-factors of fenestration products omplies [FR4]1 Iare determined in accordance 4, x"` - ❑ =xk � � � fi � � � Does Notco ; ;with the NFRC test procedure or ; (taken from the default table. R " ❑Not Observable , ❑Not Applicable ; 402.1.1, :Skylight U-factor. ; U- U- ;,[]Complies ;See the Envelope Assemblies 402.3.3, i ; ❑D ; oes Not ;table for values. , 402.3.6, I❑Not Observable ; 402.5 [FR5]1 ; :❑Not Applicable , � ; I ! I I I I I 402.4.1.1 ,Air barrier and thermal barrier ; X ='❑Complies ; [FR23]1 installed per manufacturer's s ❑Does Not instructions. Frx ❑Not Observable ❑Not Applicable 402.4.3 !Fenestration that is not site built w A ElComplies [FR20]1 !is listed and labeled as meeting ' $ `❑Does Not 11 AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC "; ;' ❑Not Observable 400 that do not exceed code r ❑Not Applicable ; I limits. 402 4 Sk IC-rated recessed lighting fixtures[ 3 a ry � 4 vti ❑Comp lies ; ❑[FR16] x sealed at housing/interior finish ���p �� � � � Does Not 't jand labeled to indicate s2.0 cfm []Not Observable leakage at 75 Pa. R> []Not A Iicable ; pP 403.3.1 ;Supply and return ducts in attics " 'F "� „ ❑Complies [FR12]1 ;insulated >= R-8 where duct is y Does Not >=3 inches in diameter and >_ k ; 1R-6 where< 3 inches.Supply and A ❑Not Observable , -[:]Not A Iicable return ducts in other portions of j pp ;the building insulated >= R-6 for (diameter>= 3 inches and R-4.2 t k !for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter + y' a❑Complies [FR13]1 'boxes are sealed with f s {> AilDoes Not ; ;joints/seams compliant withSO r ; {International Mechanical,Code or � " ❑Not Observable , International Residential Code, as $r - ; ❑Not Applicable ; japplicable. 403 3 5�¢ Building cavities are not used as h " 5$ ,[:]Comp ; 3X ° tFR15] ducts or plenums. h ❑Does Not 34 ❑Not Observable i ❑Not Applicable 403 4 HVAC piping conveying fluids ; R- R- I❑Complies ; [FR1;7j� sabove 105 °F or chilled fluids ! ! !❑Does Not ! I I I below 55 °F are insulated to ?R- h3 I :[]Not Observable i ! ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ; ,s ¢° £, ❑Complies ; , [FR24]1 piping. � r �. � �� � ❑Does Not , ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2= Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 5 of10 section Plans Verifietl F�eltl Verified'; "# F,rammg/Rough In Inspection Com hes� Comments/Assum tions &:Req:ID Value; Value z _ . 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies [F1118]2 ,t]1-3. ;❑Does Not I❑Not Observable ❑Not Applicable 4036 Automatic or gravity dampers are „ �-` ❑Complies [FR19]� installed on all outdoor air ❑Does Not )intakes and exhausts. w ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ~: Medium Impact(Tier 2) ,3:`'1 Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 6 of10 • S,et iow.. Plans Verified Field Verified 3 ' °#s Insulation Inspetitron a Value Value «�4' C�mpl�esti Comments/Assumptions rt f3,eq IID �' 3031 All installed insulation is labeled ` 3t3 t i❑Complies [1N13]� +korthe installed R-values 5 k` x ` j❑Does Not aprovided. x* u ❑Not Observable T'I❑Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ca ;❑Not Observable ;❑Not Applicable 303.2, Floor insulation installed per 4 E ❑Complies 402.2.8 'manufacturer's instructions and r hj[]Does Not [IN2]1 ;in substantial contact with thealp ❑Not Observable underside of the subfloor, or floor { 'framing cavity insulation is in 711,111EINot Applicable contact with the top side of s „ , ; 'sheathing, or continuous 'insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing [ ' members. 402.1.1, I Wall insulation R-value. If this is a: R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;ElWood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation I I requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable I 303.2 ;Wall insulation is installed per �A ywu ; ❑Complies [IN4]1 !manufacturer's instructions. s �f" ]❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2`i Medium Impact(Tier 2) 3';Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 7 of10 Section Plans Verified F�eld,Verif�ed FinallnspectontProviswns'- CompUes? Comments/Assumptions;; &Req.ID :' Value Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood i❑Does Not table for values. 402.2.2, ❑ Steel ;❑ Steel ;❑Not Observable I 402.2.6 [Fill' ; ; ;❑Not Applicable I 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 !manufacturer's instructions. ]❑Does Not [FI2]1 Blown insulation marked every E �300 ft-. " j❑Not Observable ; ]❑Not Applicable 40213 Vented attics with air permeable �',,`�❑Complies [FI22]? insulation include baffle adjacent ❑Does Not ` to soffit and eave vents that extends over insulation. ]❑Not Observable ; ;j❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ; [FI3]1 !insulation zR-value of the ;❑Does Not adjacent assembly. ; ❑Not Observable ; j ;❑Not Applicable 1. 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = I❑Complies ; [FI17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. i ;❑Not Observable ' ❑Not Applicable 403.3.3 !Ducts are pressure tested to ; cfm/100 ; cfm/100 I❑Complies I [FI27]1 !determine air leakage with ft2 ft2 ;❑Does Not ;either: Rough-in test:Total ; I leakage measured with a ; :❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable ; w.g, across the system including Ithe manufacturer's air handler I i (enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a I I 'pressure differential of 0.1 inch w.g. across the entire system iincluding the manufacturer's air I I I handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ; [FI4]1 cfm/100 ft2 across the system or ftz ftz ElDoes Not <=3 cfm/100 ft2 without air ; !handler @ 25 Pa. For rough-in :❑Not Observable (tests,verification may need to ;❑Not Applicable I occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated °, ❑Complies [FI24]1 '!by manufacturer at<=21/, of .❑Does Not design air flow. �x ,!❑Not Observable ; ❑Not Applicable ; 403A 1 Programmable thermostats -'❑Complies [FI912 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to s '❑Not Observable ; code specifications. (❑Not Applicable ; 403.1 2 Heat pump thermostat installed ;t 4❑Complies ; [FI10] on heat pumps. :; ,, F;❑Does Not ; x ❑Not Observable ; ❑Not Applicable 403.5.1- J Circulating service hot water -`JUComplies ; [FI1T]2 systems have automatic or -El Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) r2°= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 8 of10 • SeCtlOn 'a� $ � r � � Plans Yer�f�etl F�elil!/'erif�ed r � � � � `� � � �' ti r# � Final�lnspeStwn Provisions x4 � ' �° p / � p t'Com lies2 '�� Gomtnen�s Assum Mans r . 403 6 1AII mechanical ventilation system , x ' �"❑Complies ; [FI25]? `fans not part of tested and listed x �� ❑Does Not jHVAC equipment meet efficacy k '* ..❑Not Observable ; and air flow limits per Table k R403.6.1. [ s * ❑Not Applicable 403 2 Hot water boilers supplying heat ' ❑Complies [FI26]2 through one-or two-pipe heating F r ❑Does Not r jsystems have outdoor setback * , 9. j❑Not Observable I I control to lower boiler water ( 1 , temperature based on out. , f � Y� ❑Not Applicable . temperature. [t 403 5 1 1`j Heated water circulation systems ❑Complies ; [FI28]� have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable I j return pipe or a cold water supply z " ❑Not Applicable pipe. Gravity and thermos- a y syphon circulation systems are not present. Controls for ; z circulating hot water system �S pumps start the pump with signal E ,* %j for hot water demand within the `3] occupancy. Controls automatically turn off the pump 1 when water is in circulation loop is at set-point temperature and no demand for hot water exists. r m 403.5 12 Electric heat trace systems �, :, h c � t ❑Complies [FI29]z 1 comply with IEEE 515.1 or UL `, k El Does Not { 515. Controls automatically ❑Not Observable adjust the energy input to the x k ) heat tracing to maintain the ❑Not Applicable t, N desired water temperature in the 403 5 2 Demand recirculation water r ❑Complies [FI30]2 `systems have controls that «� El Does Not manage operation of the pump I y '� � z �z ` Y r { s : J❑Not Observable ; and limit the temperature of the )water entering the cold water ❑Not Applicable piping to <= 1049F. 403 5 4WoDrain water heat recovery units " ` a ❑Complies [FI31]z tested in accordance with CSA K ❑Does Not aE tN 1355.1. Potable water-side pressure loss of drain water heat ;a T ❑Not Observable 'nlnz .;recovery units<3 psi for ❑Not Applicable � x e individual units connected to one k or two showers. Potable water- side pressure loss of drain water ' heat recovery units < 2 psi for rindividual units connected toz, r three or more showers. 404.1 '90%or more of permanent {+ x ❑Complies [FI6]1 ;fixtures have high efficacy lamps. ❑Does Not ❑Not Observable x 7 ❑Not Applicable 404,1 1 Fuel gas lighting systems have ' j❑Complies [17I23]�� � no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401 3 Compliance certificate posted. r ` �� `QComplies z * IFl7] z '[]Does Not i FSn b� kq I e s s ❑Not Observable � h ❑Not Applicable 1 High Impact(Tier 1) 2; Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 9 of10 SeCiE1011 FinallnspectionProvis�ons: plansl/erifietl eldlfeifiedF�, Compl�es� �Gammeats/Assumpt�ns 303 3 Manufacturer manuals for �� ,a plies ax- 3xtFc a r- J"7 sir " d` i CFI18] mechanical and water heating �` ❑Does Not systems have been provided. , ) ❑Not Observable i zr �� x�z �z " f ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2a Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: THE BALL RESIDENCE Report date: 03/08/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate 'Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 43.00 Ceiling / Roof 43.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.27 Door 0.25 0.14 Skylight 0.48 0.27 CoolingHeating & Heating System: Cooling System: Water Heater• Name• Date: Comments _R O GJ APPROVED AS NOTED DATE 1fZ1 �B.P.#%38 w FEE:� ��'qO BY NOTIFY BUILDING DEPARTMENT AT COMPLY WITH ALL CODES OF t 76.;-1E02 8 AM TO 4 PM FOR THE NEW YORK STATE & TOWN CODES 1.FOUNDAI-OkAONG INSION-T VO RE AS REQUIRED AND CONDITIONS OF 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE Ilk 2. ROUGH FRAMING,PLUMBING, SOUTHOLD TOM ZOA 6 +t. STRAPPING, ELECTRICAL&CAULKING 3. INSULATION SOUTHOLD TOWN PLAiV I 80ARD ' 4. FINAL-CONSTRUCTION &ELECTRICAL MUST BE COMPLETE FOR C.O. SOUTHOLD TOWN TRUSTEES = ;' ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW N.Y.S.DEC YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY FOOD ZONE SOLDER USED IN WATER COMPLY WITH CHAPTER"46" SUPPLY SYSTEM CANNOT �� FLOOD DAMAGE PREVENTION SOUTHOLD' TOWN CODE. EXCEED 2110 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING ELECTRICAL INSPECTION REQUIRED THIS SITE PLAN IS BASED ON PROPOSED MAIN ROAD - NYS RT. 25 m ADDITION (GJ I SURVEY BY STANLEY J. ISAKSEN 210.42' 53.82' o DATED MARCH 09, 2005 CEMETERY AUG 15 2022 _ ' LOT 15-8-26.8 = 323,215 SF 131'20 t BUILDING DEp,: LOT 15-8-26.7 = 174,240 SF � To'vv•.�,. .�.,,."'-' COMBINED LOTS = 497,455 SF ❑ BALL RESIDENCE w vJ ORIENT, E NY W 39550 NYS ROUTE 25 o ;STORAGE «s; J fn = a o.; BOLDING `: W ARCHITECT .. j. O m •' v o FRANK UELLENDAHL y 123 CENTRAL AVENUE .',r. Q - P.O.BOX 316 o u N o GREENPORT, NY 11944 v _ '"` '- TEL: 631-471 8624 •, i, y OWNERS � BARRY BALL& KIM VAN ZEE 303 E 60TH ST. APT. 39J J' POND N D NEW YORK, NY 10022 N - TEL• 646-283 6595 DECK Y POND C) 2-STORY o W RESIDENCE ,s zS.T.o 0 O N N • Q 1 Q' O ,' ................... 1 BUILDING & SANITARY SETBACK RESIDENCE O ' 2 • 4i25 SF DECK ADDITION N 1 0 DATE: 08/12/2022 SCALE: 1/32" = 1'-O" FRESH WATER .`' ROPOSE SITE PLAN 3< POND SITE PLAN SCTM# = 1000-15-08-26.8 N ' TOWN OF SOUTHOLD DWG. NAME SCTM # 1000-15-08-26.8 SUFFOLK COUNTY, NEW YORKo A-1 0 DWG. NO PROPOSED PROPOSED SCOPE OF WORK ADDITION W CENTRAL BATHROOM/CLOSET CORE TO BE REDUCED IN SIZE TO IMPROVE VISUAL CONTACT GRAVEL DRIVEWAYa:N BETWEEN KITCHEN AND LIVING ROOM. WALLS THAT ARE REMOVED ARE NOT LOAD BEARING BATHROOM TO BE RENOVATED REQUIRING SOME MINOR PLUMBING ADJUSTMENTS KITCHEN/DINING AREA TO BE RENOVATED REQUIRING NEW WINDOW AND DOOR TO BE RELOCATED W 0 EXISTING DANGEROUSLY STEEP STAIR TO 2ND FLOOR BEDROOMS TO BE REPLACED REQUIRING W ���� STAIR ENCLOSURE TO BE EXTENDED WITH NEW FOOTING. RESIDENCE * nOf ��rove-d EXT'G STAIR: 15R ® 8.0"h x7.75"wl lIglAi r,15 7 Bsq Variaocc I NEW STAIR: 17R ® 7.4"h x10.5"w ORIENT, NY 525 CEDAR BIRCH RD 7777777771 i w W.. ARCHITECT --- Z DN DN UP UP —————— Z FRANK UELLENDAHL LREF. 123 CENTRAL AVENUE BBQ �s'—s' ' ❑ BBQ Li P.O.BOX 316 GREENPORT, NY 11944 CL. CL. ° __ ❑❑ TEL: 631-477 8624 ° DW 30 _ 3 OWNERS °° KITCHEN z BARRY BALL & KIM VAN ZEE LIVING RM. O° LIVING RM. - C] KITCHEN ° o 525 CEDAR BIRCH ROAD e BATH 1957 DW m TEL ORIENT,64 —83 NY 16595 Z 3 CL CL. fl f:9 f lL � R1 w 0 Z NEW DECK NEW ER EXTENSION w z COVERED PORCH COVERED PORCH Li f� t 1 L� z LEGEND 0 NEW WALL a DATE: 08 2022 EXISTING WALL w SCALE: 1/8" = 1'-0" DEMOLITION 3 EXT'G & PROP'D 1 ST FLOOR PLAN EXISTING 1 ST FLOOR PLAN PROPOSED 1 ST FLOOR PLAN N SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-O" DWG. NAME g A-2 DWG. NO PROPOSED 2x6 STUD @ 16" O.C. LEGEND ADDITION �w/ R-23 INSULATION NEW WALL EXISTING WALL > DEMOLITION NEW STAIRCASE UP BASEMENT D BALL FOUNDATION PLAN GRAVEL DRIVEWAY JE IG 16" TRUSS JOISTS RESIDENCE XV 2x12 F.J. 12" O.C. LEDGER BEAM wl R-38 INSULATION BOLTED INTO BOX x V)O+ approved w/ R-38 INSULATION NEW STAIR: 17R @ 7.4"h xlO.5"wj ORIENT, NY 525 CEDAR BIRCH RD s 7j�)-A 5'-7" N 'j 31-1. ................. ................ . ........... .................................... Vari ancc, ARCHITECT > < FRANK UELLENDAHL ............ . .... ........................ ........................... CD ................................... .. .......................... ...........❑..... 123 CENTRAL AVENUE ............ ;--�xp .................................................. .............. P.O.BOX 316 m .............. .................................. ..... ............. GREENPORT, NY 11944 DN TEL: 631-477 8624 UP REF. BATHROOM P� � OWNERS TO BE RENOVATED » BARRY BALL & KIM VAN ZEE 0 F-1 BBQ 525 CEDAR BIRCH ROAD KITCHEN W above ORIENT, NY 11957 —7— TO BE RENOVATED TEL: 646-283 6595 BASEMENT C-iI I IIC3 cn Dw CID -Tr Ln V) co := I 1 -.1.1 .......... LIVING RM. '00 LD C--' C., 0 C-D CROSS SECTION c-D Ck= SCALE: 3/8" l'—O" DW cl m m cn cn CD FOUNDATION SPECIFICATIONS ckf L 3/4' SUBFLOOR, NAILED AND GLUED I C 2X12 FLOOR JOISTS @ 12" O.C. E A/T� A 0 -38 STONE WOOL INSULATION x R -41 IE c' 2"X6" TREATED SILL PROPOSED DECK 8" POURED CONCRETE WALL WITH #5 VERTICAL REBARS @ 24" O.C. EXTENSION 1'-4" X 8" POURED CONCRETE FOOTING WITH 1-7/8' LVL HEADER F- 3 J4 REBARS - 3" ABOVE BOTTOM OF FOOTING ............. 1/2 X12' ANCHOR BOLTS @ 24" O.C. 4 SILL SEAL AND COPPER TERMITE SHIELD L FWG12068 F- FOUNDATION NOTES 2x10 D.J. @ 16" O.C._ STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 COVERED PORCH DATE: 0 12/2022 READY MIX CONCRETE. Z W SCALE: 3/16" = l'-O" ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. C> PROPOSED ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 1ST FLOOR PLAN FOUNDATION DECK EXTENSION TO MATCH EXISTING DWG. NAME DECKING, FRAMING, RAILING TRIM DETAILS PROPOSED I ST FLOOR PLAN CD 12" DIA SONOTUBE ON 24'?x24"x12" CONC. FTG. SCALE: 3/16" = l'—On C, DWG. NO A-3 OR BIGFOOT FOOTING PROPOSED ADDITION W 0 �JI L N J xU W O N BALL N RESIDENCE CD ORIENT, NY 525 CEDAR BIRCH RD U CD ARCHITECT 0 z FRANK UELLENDAHL CD 123 CENTRAL AVENUE P.O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 W OWNERS BARRY BALL& KIM VAN ZEE 525 CEDAR BIRCH ROAD ORIENT, NY 11957 FE-:11 ■ TEL 646-283 6595 Ll El IIJUHHHHHU1111 III luuliuLjlluuli largi HIM A ; ■ ❑ ❑ ,� "' r I ❑T. El 21 I 1 a ))I I � I I U NORTH ELEVATION SOUTH ELEVATION SCALE: 1/8" = 1'-0" SCALE: 1/8" = V-0" Z 0 U DATE: 08/12/2022 z SCALE: 1/8' = 1'-0" 3 NORTH ELEVATION 0 SOUTH ELEVATION DWG. NAME CN A-4 DWG. NO I GENERAL NOTES DESIGN CRITERIA: 9 $52)(p --t OQ.d PROPOSED � m ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD — 45 PSF. ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING LMNG AREAS AND DECKS — 40 PSF. o CODE (IBC) AND THE 2018 INTERNATIONAL ENERGY SLEEPING AREA — 30 PSF. CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED — 130 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY — B MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHFFROSTELINE DEPTHRING — EVER 36' N BALL 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR— TERMITE — MODERATE TO HEAVY LARCH STRUCTURAL GRADE #2 OR BETTER. ICE AY — SLIGHTSHIELDUNDERLAYMENr REQUIRED — YES RESIDENCE CE 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL W STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST oo PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ORIENT NY FOR 1&2— FAMILY HOUSE — PRESCRIPTIVE DESIGN METHOD 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND 525 CEDAR BIRCH RD FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FL. WINDBORNE IN 6. ALL DIMENSIONS AND GRADE CONDITIONS To BE DEBRIS PROTECTION SCHEDULE o ARCHITECT VERIFIED BY CONTRACTOR(S) PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS Z FRANK RALLAVENUE FOUNDATION HAS BEEN DESIGNED FOR A SOIL PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS � 123 CENTRAL AVENUE BEARING CAPACITY OF TWO 2 TSF AND GRADES OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER � P.O.BOX 316 LESS THAN 5�. ( ) THE GLAZED OPENINGS OF THE PROJECT: o GREENPORT, NY 11944 CONTRACTOR SHALL VERIFY THAT FASTENER TYPE: 1/4' LAG SCREW BASED ANCHOR WITH TEL 631-477 8624 THESE CONDITIONS ARE MET. ALL ALL BENEATH 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, V EXISTING SOUTH ELEVATION CONCRETE SLABS TO BE COMPACTED TO 95% W OWNERS RELATIVE DENSITY. � BARRY BALL& KIM VAN ZEE WINDOW SCHEDULE 525 CEDAR BIRCH ROAD 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE ORIENT, NY 11957 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 & E-SERIES TEL 646-283 6595 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE GLASS TO BE HIGH PERFORMANCE LOW-E GLASS MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS 8. PROVIDE FIRESTOPPING AT ALL LEVEL HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH PENETRATIONS INTERIOR FINISH: WHITE, PRE-ANISHED EXTERIOR COLOR: BLACK 9. PROVIDE FLASHING AT ALL ROOF BREAKS, LOWER SASHES OF TYPE X� KI KI XITO BE TEMPERED GLASSPIP `L CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. 10. DO NOT SCALE DRAWINGS. Mark Size Description Quantity DRIVEWAY )2 g 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- Al 30x8O PERMA-TRU S2000 H1, LOW-E 1 DUSTING EL 11.5' t �( ENGINEER ARE NOT RESPONSIBLE FOR . THE A2 28x80 PERMA—TRU S2000 H1, LOW—E 1 N INSPECTION, SUPERVISION, OR ADMINISTRATION OF A3 '28x66 PERMA—TRU S2000 H1, LOW—E 1 THIS CONSTRUCTION,PROJECT. FEDERAL, STATE B 3'1O'x8' (D FLEXIFRAME — Mudroom, Den 2 I to U AND LOCAL ZONING'AND BUILDING CODE COMPLIANCE C WDH210410 DOUBLE—HUNG — 2nd A. Bridge 2 I I SHALL BE THE RESPONSIBILITY OF THE D WDH210410—WTR21012 DH MULLED — Baths 2 CONTRACTOR. E WDH 38410—WTR3812 DH MULLED — BR 4, Den 8 PROPOSED SOUTH ELEVATION s cl— F AW251 TO AWNING WINDOW — Baths 2 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO n ; ; Z G 30.5 x30.5 SKYLIGHT VELUX M02 — 2nd fl. Hall 2 FACILITATE CONSTRUCTION AND SHALL NOT BE n n CONSTRUED AS A CONTRACT BETWEEN BUILDER AND H 45 x46 SKYLIGHT VELUX S06 — Mudroom 1 II gcm OWNER. v 13. THIS STRUCTURE HAS BEEN DESIGNED IN THE EXISTING 3-BR SINGLE-FAMILY DWELLING TO BE ENLARGED AND PARTIALLY ALTERED ACCORDANCE WITH THE NEW YORK STATE ENERGY DRAWING SCHEDULE E§ N CONSERVATION CODE. SCOPE OF WORK INCLUDES: 1ST FL. MUDROOM ADDITION & PORCH & STAIR EXTENSION; o A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES 2ND FL ADDITION TO IINCLUDE AN ADDITIONAL BEDROOM SUITE AND HOME OFFICE 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-2 SITE PLAN _0_:�To DATE: 03/13/2023 CHANGES PRIOR TO AND DURING CONSTRUCTION. A-3 EXISTING FLOOR PLANS, PLUMBING RISER DIAGRAM LOCATED ABOVE THE EXISTING DRIVEWAY �� W SCALE: N.T.S. A-4 FOUNDATION PLAN 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-5 PROPOSED 1ST FLOOR PLAN DESIGNED AND SPECIFIED BY OTHERS. A-6 PROPOSED 2ND FLOOR PLAN A FRONT YARD SETBACK VARIANCE WAS APPROVED ON 12/15/2022 - ZBA FILE7714 3¢ TITLESHEET 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-7 CROSS SECTION A-A (DETAIL) Y DESIGN CITERIA mw INSURANCE NECESSARY To PROTECT THE ENGINEER A-8 NORTH AND SOUTH ELEVATIONS GENERAL NOTES AND OWNER. A-9 WEST ELEVATION AND ROOF PLAN CAT N� DWG. NAME 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-1 CONNECTORS, CRITICAL PATH BUILDING PERMIT APPLI ION �E� 6 A-11 FRAMING NOTES, FASTENER SCHEDULE UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. �o A_1 DWG NO I DRYWELL CALCULATIONS FOR ROOF RUN-OFF THIS SITE PLAN IS BASED ON PROPOSED MAIN ROAD - NYS RT. 25 m ADDITION RUN-OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE 210.42' 53.82' SURVEY BY STANLEY J. ISAKSEN o ROOF AREA = 957 SF 100% run-off coefficient = 160 Cult. DATED MARCH 09, 2005 f2 CEMETERY o PROPOSED (2) 30" DIA. x 4' DEEP DRYWELL at 188 Cu.Ft. TOTAL 00 13t 20' WITH GUTTER LEADERS FOR ROOF RUN-OFF (TYPn LOT 15-8-26.8 = 323,215 SF 0 BALL :.:::. RESIDENCE W v 2 0 w W ORIENT, NY 395 50 2 NY 0 S ROUTE 25 a �c '...;:::STORAGE o J' ARCHITECT 2 � = o p (�, F� r 1.1� J v � FRAM U K ELLEND Z AHL 2 0 123 CE NTRAL AVENUE 9 o P.O.BOX 316 w m GREENPORT NY 119 v cN o 44 Y ,- O L: 6 TEL: 31 477 86 S2 24 11.2 0 OWNERS I O 4 BARRY BALL& KIM VAN ZEE 303 E 60TH ST. APT. 39J J, :• .... :::: ::. NEW YORK, NY 10022 N TIDAL..POND: :: : : TEL 646-283 6595 z � 0 z o O tvi�l C F PROPOSED 2ND FL. ADDITION _ Q v DRIVEWAY UNDER _ a • JA 2-STORY RESIDENCE LC ' o LP. ` - c 21 a S.T. ��� VE N1 1ST FL. a ADDITION ............ o 0V. 61 W ,n 11.0 z - 24 - + 0 - o 1 0 o o .:#y?'2-STORY::::`:::`::;:>>. ACK m N s DE C *"*"'>: BUILDING & SANITARY SETS :..RE I N E....... ......... 2NDFL.� : ::;;.::::,:;:.::::.;::•;;•;:•;;::...•:.;:: N N ADDITION • 00 N N Z ' 5 00 NDCOWER15.3 DW DATE: 03/13/2023 o W SCALE: 1/32 = 1-0 . . z .FRESH WATER" � ROPOSE SITE PLAN::.% . 3CD : ..POND :::.: ,.:.: .::::. Y SITE PLAN SCTM# = 1000-15-08-26.8 TOWN OF SOUTHOLD DWG. NAME SCTM 1000-15-08-26.8 SUFFOLK COUNTY, NEW YORK ::: o A-2 ®� DWG. NO VENT 3" THROUGH THE ROOF TYPICAL PROPOSED m ADDITION W N ZF- O I J U I � " 0 BALL 3" --------- r---- 3 2° RESIDENCE 12" 13" 12" Q" 13" 2°1 3' 2"I 2"I 2"1 I BATH! 2 2ND FL. I i I BATH! 1 I ME I I ' I i EXISTING CURB ORIENT, NY LAV LAV I I ' LAV LAV i 525 CEDAR BIRCH RD I WC � i WC � SHdWER 1 SH&ER TUB = ARCHITECT 0 I FRANK UELLENDAHL 9 123 CENTRAL AVENUE DRIVEWAY T, NY X 944 316 o GREENPORT, NY 11944 TEL• 631-477 8624 1ST FL DRIVEWAY WASTE LINE PIPE TO BE OWNERS CONNECTED TO EXISTING iS-4 BARRY BALL& KIM VAN ZEE � PLUMBING ON 2ND FLOOR 525 CEDAR BIRCH ROAD ORIENT, NY 11957 TEL.• W-283 6595 PLUMBING RISER DIAGRAM 10 El = NOT TO SCALE . ....................................................... ....... 0 >> �, L. vwf I I DN UP DN ------ a � CL REF. . W/D .................................................... s BB BR 3 °° o Ate ' Q 1 I � `' f z: .:..............: CD BATH :.. ................. I d LIVING RM. I -- -- KITCHEN BR 1 _CL__ fi� ................... ----- b o .. CL I I =rt�CI- CD CD : I ? s S2 z ...........................:.. ... <: — F� I� m N BR 2 CL W .t }:................. CU rc� DATE: 03/13/2023 o W SCALE: 1/8" = 1'-O" COVERED PORCH a EXISTING FLOOR PLANS RISER DIAGRAM EXISTING 2ND FLOOR PLAN EXISTING 1 ST FLOOR PLAN DWG. NAME SCALE: 1/8" = V-0" SCALE: 1/8" = 1'-0" C.1-1A-3 ®� DWG. NO PROPOSED m FOUNDATION A ADDITION 0 34'-3 1/2" 3/4" SUBFLOOR, NAILED AND GLUED » 2x8 & 2x12 TRT'D FLOOR JOISTS @ 16" O.C. 12-8 J 11 -7 1/2 TICOED TO 2x12 TRT'D LEDGER BEAMS R-38 STONE WOOL INSULATION BALL rc" —• —•—•—•- - - - - - - - - - - - - - - - - - - -• —• —• - - • —• — • —• � 2x12TRTD sn j , , , ;, , , , , , 2" CONCRETE RAT SLAB @GRADE UNDER MUDROOM RESIDENCE 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL —' — — — ' — ' — — — — —• —• — ' —' — •—• —• —•—• — — • —• —•—• —• — — — —I• � 10" POURED CONCRETE WALL WITH #5 VERTICAL PILE FOUNDATION © I 22"xg2R POURED" CONCRETE FOOTING WITH ORIENT, NY SEE SECTION A, DWG # A-7 i 4-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING 525 CEDAR BIRCH RD 1/2"X12" ANCHOR BOLTS @ 46" O.C. SILL SEAL AND COPPER TERMITE SHIELD z ARCHITECT o FRANK UELLENDAHL FOUNDATION NOTES 123 CENTRAL AVENUE o GREENPORT, NY 11944 STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 TEL. 631-477 8624 READY MIX CONCRETE. CXD I I ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON a OWNERS UNDISTURBED SOIL. -4 BARRY BALL& KIM VAN ZEE 00I I ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. 525 CEDAR BIRCH ROAD ORIENT, NY 11957 TEL: 646-283 6595 -; EXISTING FOUNDATION 3 ED PROPOSED FOUNDATION , I I a (2) 2x10 PERIMETER BEAM I N I AROUND PORCH TO MATCH EXT'G FRAMINGIr STANDARD CONC. FO DATI N DA 3, rl —`�' — — — — — — — — — — — —• —• — •—• — • —• —• —• — • — —• —• — lam �— — — — — — — — — — ' —' — ' — — — '— —'— — I 12.4" DIA. P'D CONC. FOOTING I o 0 2" RIGID INSULATION _ I RIGID PLASTIC FOOTING FORM C=l I I I I Io — j \ BIGFOOT SYSTEM, MODEL BF28 Z 5-7" 3f-8" x 2x12 RING DIAMETER D6 TRT'D LEDGER BEAM I 2x10 F.J. @ 16" O.C. CL- z 00 cot L! m z BOLTED INTO BOX U i i Li Li. Li I I c III _ N _ N - 'i I I I I -i X N >G I f 1f I N cal , N N Co. 7-6 cv 0 EXT'G CONC. FOOTING DATE: 03/13/2023 P o SCALE: 1/4' = 1'-0° PROPOSED FOUNDATION PLAN ' I %; BASEMENT j FOUNDATION PLAN DWG. NAME j SCALE: 1/4 -0)) o S DWG. No A-4 PROPOSED 34'-31/2" LEGEND ADDITION NEW WALL - - - - - - - EXISTING WALL T FT- - - - - - - - - - - - - - - - - - - J CANTILEVERED 2ND FLOOR ABOVE M I REI CED CO E WALL I I I I = ®BALL —(a 1.5"x 11-7ff LVLBEA Uj — _ - - - - RESIDENCE P I I P I M I �I IENT, NY 0 I I 10-i .0 I i 525 CEDAR BIRCH RD II I I LLJ o o O m w m I l I I ¢ J I I CDARCHITECT Q ¢ J FRANK UELLENDAHL II o I I w L. w II CD 123 CENTRAL AVENUE I 0 c� I P.O.BOX 316 o •I o GREENPORT, NY 11944 I I C-D _ c�I I TEL' 631-477 8624 Z U 0 Z. I I I I I OWNERS C-D co I J BARRY BALL& KIM VAN ZEDRIUEWAY 525 CEDAR BIRCH ROAD J I ORIENT, NY 11957 00 coI v oo.I TEL' 646-283 6595 I I I^ � � ^II D 00 I1 10'-8 1/2" 4'-1" 10"10"1 3'-0" 1 14'-10" I 8'-01, EV C ING STATION UP ( " HOSE I 3)1.75 xl1-7/8 LVL BEAM © 8 high conc. curb I BIB 02 6 ... .. . —. — }, iisT;:{i'S;i:^iE•i::;ti;;i.................................................: ..............................ri•�{•;:i � z RAILING GLASS :s:: 32x80 bench rSKYLIGHT �, N Z � o ELT. METER I FIL�. o 0 1 S06 1 s a o to be moved cone. pad e ow eck `� `�MUDROOM Q Za c� I _ — ::.::.:.. :.:.:.::...:....:.........................................................................................................................................................................................::.:.:::::.: �, � :....: ::::::::::.:::::::::::.:: : ::.::::::::::::::.:::::::.::::•.::: ::::.:..::..........................:............................................. a .... . ..... .........................................:..:.::::::::::.:.._:.:::.:::::::::::::::.:::::::..::::::.:::,..:::::::::,:�s: -� � x 2x6 C.J. @ 16 O.C. � m � 3'-1 1/2° 1 1.5 1 U r�l I n I I 1 I raise door up co � — — -I 2x8 R.R. @ 16 O.C. (� CV N t"i N c� - - - F cc CLOSET - - 03 13 2023 D DATE:N / / UP (3) 2X12 LVL's BBQ SCALE: 1/4' = 1'-0° REF. — — — — — PROPOSED 3 1 ST FLOOR PLAN 1 ST FLOOR LAN �g DWG. NAME I ❑ _ " " A-5Mw SCALE: 1 o 1'-0 DWG. NO PROPOSED ELECTRICAL LEGEND „ 15'-10" 3'-10" 14'-10" LEGEND ADDITION 1111 r HIGH HAT FIXTURE i` 7 -7 J 7 -O NEW WALL o GFI IR ACE MOUNTED WALL FIXTURE WDH 8 410 �E DH38410 ;?H380410 EDH38410SU0 EXISTING WALL 0 :"`' 2 12" LVL #:...._�' _ i� EXTERIOR LIGHT :;;;;; :s: - TH. THERMOSTAT/RADIANT U HEAT 2 2x8 HEADER OWP WATER PROOF RECEPTACLE OUTLET w w ( ) , TYP. _ *BALL SM9Co HARD WIRED SMOKE AND CARBON _ r r� RESIDENCE MONOXIDE DETECTOR COMBO WITH W BATTERY BACK-UP ❑F EXHAUST FAN 0 3 _ _ ORIENT, NY LED SOFFIT LIGHTING STRIP 525 CEDAR BIRCH RD co 00 ALL OUTLETS AND SURFACE MOUNTED LIGHT o o \ `� co HOME OFF DEN '> cn BRA 4 (2) 2X6, TY FIXTURES TO BE ON DIMMER SWITCHES P ' 0 o / z ARCHITECT el— w = I j CLG. 9-O \ / o FRANK UELLENDAHL 00 \ / o c a _ ono ono 123 CENTRAL AVENUE N c�0 m cz) m 0 m � /Ncif P.O.BOX 316 00N _ _ — r N GREENPORT, NY 14 862 TEL: 631-477 8624 ~ o a ~00 \ co SMLC co O cc W OWNERS N •U♦ i 26X80 i \ BAR5 & KIM VAN ZEE 5 BALL A DAR BIRCH ROAD ►- r — — r 40X� o ORIENT, NY 11957 j t: F TEL. 646-283 2 1.75„ x 11-7 8„ LVL FRAMING UNDER SKMLOI�HT sM Co — — _ — — o 6595 ::: EAST-WEST PERIMETER WALLS AND PARTITIONS SHELVES J © J q L_ - - _j .I _ 5 ::•. :: ..,.....,::..,...._..:...;..:......:..:..........:...........:,:>;. 11 o SHOWER ATH 2 24x8o r SHOWER BATH 1 TH cFl ❑ c�`e'��`' r 1 ADIANT HEAT z ;;.. IANT HEAT 66 r 0 o tiles tiles o _ _ o EEIU ... �SKYLIGHT � U .... F �AV z z ❑ 51 BOONE TUB :. f J J o o = GFI L© — J = o 0 ::;•;: - - �o 1. 1 N U 12 LVL '> :•rii:::i::i:d•;:.;:f:i5?rc?nrn;F Ci•; ;:FvEiie;?ni;�u:84:iiue:;;•i ::;l::i:{r isi::if:<•;;�is9nⅈ;:;}ennF;niztil•1r&ri�k4;;nrE&n•;E:: 251 I I I I OOFO 9 9 CRI Km CD I I III s SKYLIGHT S06 czD m N . °o ... (2) 12" LVL ❑H M N N N DN � o0 ;;:.; .......... ....................................... ::<`........... o DATE: 03/05/2023 ..................... ....................................... :::::...... :................................................................................................. :::::::::.::::•:::::. •:..:..:......:::::::::•:.::.::. ::::::::::::::::::::.:.::::........... ............................................::::::::::::::::::::::: :::::::::::.::::::::::•:::::::•:•:::::::::::::::............:.::::..:::::.:::::::::..:::::•:::::::::::::.::.::::::.: � SCALE. 1/4 - 1-0 PROPOSED W/D 2ND FLOOR PLAN CL. 2ND FLOOR PLAN DWG. NAME o -1 0 � A 6 :•:: ® DWG. NO 3' HIGH RAILING PROPOSED 1/2"x3" GALV. STEEL TOP RAIL ° ADDITION 1/2"x3° GALV. STEEL POST @ +/-48" O.C. 5/8" dia. GALV. STEEL RAILS 0 4" CLEAR SPACING o ALTERNATE: METAL LATTICE RAILING SYSTEM ROOF CONSTRUCTION ROOF DECK PART 2" PAVERS, PART WHITE GRAVEL UPON 1/4" PROTECTION MAT *BALL ROOF PITCH: 1/8 PER 12 UPON EPDM ROOF MEMBRANE BY DUROLAST UPON 5/8 PLYWOOD DECKING se UPON TAAPPERED 2x4 SLEEPERS ® 1/8":12" PITCH RESIDENCE UPON 3/4" CDX PLYWOOD SHEATHING 11-7/8 TJI 560 C.J. ® 16" O.C. w/ BRIDGING Eo 00 R-13 2° CLOSED CELL FOAM INSULATION R-30 STONE WOOL INSULATION ORIENT, NY (e.g. ROXUL COMFORTBATT RESIDENTIAL) 525 CEDAR BIRCH RD (2) 2x6 TOP PLATE INSTALL DRIP EDGE AS REQ D HURRICANE CUPS EACH STUD TO 2x10 DECK JOIST ROOF RUN-OFF TO ALUMINUM GUTTER AND LEADERS 2X6 STUDS @ 16" O.C. CONNECTED TO DRYWELLS ARCHITECT 0 7.25" LVL R.R. @ 16" O.C. 2" CLOSED CELL SPRAY FOAM INSULATION (R-13) z FRANK UELLENDAHL 3.5° STONE WOOL INSULATION (R-15) o HURRICANE CLIP EACH ROOF RAFTER TO 123 CENTRAL AVENUE (2) 7.25" FLUSH HEADER 2ND FLOOR �' WALL STUD CONNECTION m P.O.BOX 316 GREENPORT, NY 11944 TEL• 631-477 8624 CERAMIC TILES (BATHROOMS), HW FLOORING TBD WALL CONSTRUCTION 2ND FLOOR STAIRCASE BRIDGE SINGLE ZONE RADIANT HEATING SYSTEM (OPTIONAL) 2x6 STUD WALL ® 16" O.C. � OWNERS �I— 3/4" T&G SUBFLOOR, NAILED & GLUED R-13 2" CLOSED CELL FOAM INSULATION BMW BALL& KIM VAN ZEE SUBFLOOR ELEV. +24.65 MSL R-15 3.5" STONE WOOL INSULATION 525 CEDAR BIRCH ROAD 5/8" CDX PLYWOOD SHEATHING o ORIENT, NY 11957 ATERPROOF'G MEMBRANE: BLUESKIN VP100 BY HENRY W TEI_ 646-283 6595 11-7/8" TJI 560 FLOOR JOIST ® 16" O.C. 2x12 F.J. ® 16" O.C. SIDING: RED CEDAR SHAKES TO MATCH EXISTING WITH R-43 INSULATION 3 ALL EXTERIOR TRIM TO MATCH EXISTING Y (2) 2x6 TRT'D TOP PLATE (2) #5 REBARS AT TOP OF WALL ° •: ALL 2x4 & 2x6 INTERIOR STUD WALLS ® 16" O.C. SOFFlT: VERSATEX BEAD BD. with SOUND INSULATION 1/2' DIA ANCHOR BOLT ® 23" O.C. (2) 2x8 TRT D TOP PLATE 3) 12" LVL GIRDER ® ENTRY 3'-0" �� U �� /y T CONCRETE WALL TO BE STUCCOED 1ST FLOOR MUDROOM ° � Q U d' d a 2x12 F.J. @ 16" D.C. . COVERED Z DRIVEWAY 10" POURED CONCRETE WALLcm s a /2 CEMENT BOARD NEW 4" REINFORCED CONCRETE SLAB S ai OVER 6" CRUSHED STONE BASE 5 VERTICAL REBAR ® 12" O.C. S m d 2" RAT SLAB ' '� c ELEV. +11.5' MSL 8° INTO STEM WALL ABOVE Ell cczj f n Gd c w N N a a (4) #5 REBARS BASEMENT �U (2) #5 REBARS DATE: 03/13/2023 N dr a o SCALE: 1/2' — 1'—O' ' a o 4L. 2L: (4) #5 REBARS =z PROPOSED 10" POURED CONCRETE WALL WITH #5 VERTICAL n n n °° 4 REBAR STIRRUP (� 24"O.C. 3 REBARS @ 24 O.C. " a.< . BOTTOM OF GRADE BEAM 6 6 # Y SECTION A-A 1/2 X12 ANCHOR BOLTS @ 46 O.C. ELEV. +9.0' MSL ° 22"x12" POURED CONCRETE FOOTING WITH ° • — - — • — •— • —• — — ' — — — • — • —• 4-#4 REBARS - 3" ABOVE BOTTOM OF FOOTING <a 10" DIA. 16' LONG CCA TREATED DWG. NAME FEMA PLUS FREEBOARD SOUTHERN YELLOW PINE TIMBER PILE o A-7 ELEV. +8.0 MSL DRIVEN TO 15 TON CAPACITY EACH TOP OF PILE ELEV. +9.5' MSL ® DWG. NO PROPOSED ADDITION W iE YJI 0 0 BALL RESIDENCE iLILI ❑ o o C> ORIENT, NY ■ ■ ❑ - ❑ 525 CEDAR BIRCH RD 0 11 Hull HUR Hull = ARCHITECT 0 - Z FRANK UELLENDAHL N o 123 CENTRAL AVENUE 7F P.O.BOX 316 o GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS BARRY BALL& KIM VAN ZEE DRIVEWAY J 525 CEDAR BIRCH ROAD ORIENT, NY 11957 EXISTING EL 11.5' TEL: 646-283 6595 Dq I , EL era EL. 4.0' NORTH ELEVATION e �' I I ya4 SCALE: 1/8" = 1'-0" � II LI III 0 II Li Ell ❑ I I o I I o 0 II � 8 EEI [dill a m o u IIIIIIIIIIIIIIIH111 Ill Lw 11 111113 s a = Will Uill Hull Hull Hull Ull CD m N U ❑ N I ❑ � ry � I = w DATE: 0313/2023 SCALE: 1/8" = 1'-0" NORTH ELEVATION ` SOUTH ELEVATION cm DWG. NAME SOUTH ELEVATION "� A_$ SCALE: 1/8" = 1'-0" � DWG. NO I I ®� PROPOSED ADDITION W J N J XU W N BALL N W RESIDENCE ORIENT, NY 525 CEDAR BIRCH RD 0 ARCHITECT z FRANK UELLENDAHL 123 CENTRAL AVENUE 0 0 0 0 m P.O.BOX 316 - o GRTEL- 631 NY 18624 � TEL 631-477 8624 OWNERS BARRY BALL& KIM VAN ZEE 525 CEDAR BIRCH ROAD ORIENT, NY 11957 TEL' 646-283 6595 3 F •T"- tJ W� C� F 4 jJ y •YY�;�K.f ............................................ Y1f •.cif+.Vr'•,1.;. 1' p ———— ------------- -------------- .. F F F f F F F F F F F F F F LF ----------F------------I---------F------------ F ,� I I I I I, i i I I If II� I I I I I I I I I I R I I I I I I I I z I I I I I�',�� „se;'r.1>5•+'-: jf,'.;i.:�'�z- .?�,.�;�•-• � tw: :r — — — I I WEST ELEVATION ROOF DECK I f and' •r.`: ..:.:_ ..::,a .�: �r4;.. ..., I I I I ..�; I I I I I I I I I I 5 a c� _ ;r.•V,.'r.E'as i '.rx Lu ca a� •1~.r s' I I I I I I I .`y. 1• .=ietFe :?.:.FyY.:: ;. ,`'�.. I— I— a I I I I I I I I a cm N :;� '%t'i :�= ``+� ;ii �:` 4;-t•::�C�"r:�•s;';.rt I I I I I I I I I I I— F I— I •:i'',� `r� >�5��',:��i 4rJ'..}t,.;..,iv,� .•� .I:.o '.:fc I I I I I I I I I I w;ri:•r o ...1. :< :':. AC :.�•:r';"' I I I I I I I I I I �" O O eJ T;.� :t 5'::•'ri�?: `'a;N.•^` '„t•'�•: �4.5_ :�• v v v v W N N '�f��•f•'r. �•1��5 i•)':� •Oa> t�4. ��':Jst:t;.`;`y•� :%r sr"� •`t:• •:,1', 'wii'':l!:��.e' ;:��=:;%::'.%,r•,..^:�;�'v;',^�-r:,�:�E 'ts` �V O DATE: 03/13/2023 o SCALE: 1/8" = 1'-0" o ROOF PLAN 3 ROOF PLAN �o WEST ELEVATION N cn DWG. NAME r, 0 o A-9 ® DWG. NO PROPOSED W ADDITION i= O 2ND FLOOR EXTENSION CRICKET HURRICATYPICAL.NE IP = BALL W RESIDENCE W ORIENT, NY 525 CEDAR BIRCH RD SIMPSON 1-12A HURRICANE RAFTER TO TOP PLATE CLIP NAILED. FROM PRowDE Sd COMMON LATERAL AND SHEAR CONNECTION w ARCHITECT RAFTER TO STUD. - NAILS @ 4" O.C. AT o TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL FOR 9 Fi WAIL HOGHF FRANK UELLENDAHL 5 - 8d NAILS EACH END SHEATHING. 4-8d COMMON NAILS (TOENAILED) REQUIRED o 123 CENTRAL AVENUE IN EACH RAFTER AND TOP PLATE P.O.BOX 316 APA RATED PLYWOOD TO GREPORT EXTEN631�-47711944 8624 PLATED TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT ROOF TO WALL OWNERS FOR 9 Fi ROOF SPAN BARRY BALL & KIM VAN ZEE 525 CEDAR BIRCH ROAD 5-8d COMMON NAILS IN EACH END OF ORIENT, NY 11957 1-1/4" X 20 GAGE STRAP OR HURRICANE CUP TEL 646-283 6595 0 UPLIFT STRAP CONNECTION REQUIREMENT 1 ,/4" WIDE - 20 GAGE WALL TO FOUNDATION METAL SCRAPS AT DOORS FOR FOR 8 Fr ROOF SPAN HEADER TO STUD CONNECTION AND FOUNDATION TO STUD CONNECTION 5-8d COMMON NAILS IN EACH END OF 1-1/4° X 20 GAGE STRAP " PROPOSED 1 1/4" WIDE - 20 GAGE 1ST FL MUDROOM ETAL STRAP MAXIMUM. SILL PLATE TO FOUNDATION ANCHOR BOLT 2 ACQ SILL PLATE CONNECTION RESISTING LATERAL & SHEAR LOADS TOP OF FOUNDATION o z 5/8" ANCHOR BOLT @ MAX. 72: O.C. OR 1/2° ANCHOR BOLT @ MAX. 46O.0 cn a � WRAP + NAIL STRAP ( 4 - 4d NAILS ) SILL PLATE TO FOUNDATION ANCHOR BOLT s a AROUND SILL PLATE CONNECTION RESISTING UPLIFT AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE R.O. FOR 8'-0" SLIDING DOOR METAL STRAP @ 48" OC. WITH TRIPLE JACK STUDS 5 - 8d NAILS MAXIMUM ANCHOR BOLT SPACING: 72 INCHES m NAIL SHEATHING TO SILL PLATE N 8d NAILS @ 4" O.C. W M 2 x 6 ACQ SILL PLATEcm 2" CONC. SLA D a p• D a o • ;�e�;` ALUMINUM TERMITE FLASHING D y� D o (2) #4 REBARS a D o Q. D 6 D 1, °. • .a D a a •' •• a : ' d •D 'a p n —rir DATE: 03/13/2023 5/8" X 12" A.B. @ 48" OC. D . ' . SCALE: N.T.S w/ 3"x3"0/16" FENDER WASHER. D D (max. 12" from end of sill plates) CRITICAL PATH 10" P.C.FOUNDATION D D D' D'.' CONNECTORS ;, '. ;:. -::..:. w/ ,'-8" x 12" CONT. FTG. 4. a ' . a � • ELEVATION ' !a-! � . • � : CONNECTIONS SECTION d. D. •4 D' •:••' + .:' (4) #4 REBARS N DWG. NAME HOLD DOWN + SHEAR CONNECTION CRITICAL PATH DWG. NO A-10 � a NAILING SCHEDULE TABLE 3.1 — WFCM FRAMING NOTES PROPOSED ADDITION Joint Description Nail Sizes Nail Spacing LU 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED • ROOF FRAMING DBMS FIR—LARCH STRUCTURAL GRADE No. 2 OR X Rafter to Top Plate (Toelier iled) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter Ceiling Joist to Top Iatoe—nailed n/ per foist 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" 9 Ceiling Joist to Parallel (Fa e—nailed, n,c each lap MIN. THICKNESS OR AS NOTED. Ceding Joist Laps ov r Partitions Face—nailed) n/a each lap Collar Tie to Rafter faceanai ell) n/a per tie 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, N BALL Blocking to Rafter r nd—na� 2 — 8d each end EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF y Rim Board to Rafter End—nailed) 2 — 16d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND WALL FRAMING NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. RESIDENCE Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plates at ntersection Face—Waded) 4 — 16d joints—,gach side WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH CD M ORIENT NY Stud to Stud (Face—nailed) 2 — 16d " 24 o.c. TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A � , Header to Header (Face—nailed) 16d 16 o.c. along edges MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. 525 CEDAR BIRCH RD Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 20 stud 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS 2 — 16d per 2x6 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED z ARCHITECT 2 — 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d 1,2 per foot CIRCULATION IN ROOFS. � FRANK UELLENDAHL 123 CENTRAL AVENUE 316 FLOOR FRAMING 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, m T, NY X 944 stairs etc. ) OR AS NOTED ON DRAWINGS. o GRTEL: 631 NY 18624 Joist to Sill Top Plate or ider (Toe—nailed) 4 — 8d per joist TEL: 631-477 8624 Brillging to Joist Toe—nailed 2 — 8d each end 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL W Blocking to Joist Toe—nade 2 — 8d each end PARTITIONS OR AS NOTED ON DRAWINGS. FS OWNERS Blockin to Sill or Top Plate ( Toe—nailed) 3 — 16d each block � BARRY BALL& KIM VAN ZEE Ledger tripto Beam (Fac —nailed) 3 — 16d each joist 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED 525 CEDAR BIRCH ROAD Joist on Ledger to Beam (Toe—nailed) 3 — 8d per joist o ORIENT, NY 11957 Band Joist to Joist End—nailed) 3 — 16d per toast WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d ' per foot "TECO" OR APPROVED EQUAL TEL• 646-283 6595 ROOF SHEATHING 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS Structural Panels 8d 4" o.c.,perimeter zone SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. ® A other 6 o.c. edges of ALL EXTERIOR NAILS SHALL BE GALVANIZED. �� DELI ti panel, 12" o.c. interior Diagonal Board Sheathing 1 " of panel 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" Q� " EXTERIOR EDGES AND 6 d ® 12" o.c. 1 1" x 6 or 1 x 8 2 — 8d per support o.c. E x 10" or wider 3 — 8d per support CEILING SHEATHING 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING Gypsum Wallboard 5d 7" edge / 10" field AND WATERPROOFING SHALL BE BY ARCHITECT. / ?11 2. WALL SHEATHING 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE 2 AND STUD WITH GALVANIZED HURRICANE TYPE CD Structural Panels 8d 6" edge / 12" field CONNECTORS BY "TECO" OR APPROVED EQUAL FOR Fiberboard Panels TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 7 / 16" 6d 3"" edge "/ 6"field CUPS AT ALL PERIMETER JOIST TO GIRDER CONNECTIONS. 25 / 32 8d 3 edge / 6 field s 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA Gypsum Wallboard 5d 7" edge / 10" field PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL CD ardboard 8d 6" edge / 12" field PRODUCTS OR EQUAL ALL JOISTS, GIRDERS AND o Particleboard Panels 8d 6" edge / 12 field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Diagonal Board Sheathing AS PER MANUFACTURERS RECOMMENDATIONS. WEB 1: x 6* or 1" x 8" 2 — 8d per support STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND N 1 x 10 or wider 3 — 8d per support BEARING POINTS AT A MINIMUM. W N HANDLING, STORAGE, AND ERECTION OF FLOOR SHEATHING COMPONENTS SHALL BE AS PER MANUFACTURERS o RECOMMENDATIONS. M Structural Panels DATE: 03f 13/2023 1" or less " 8d 6" edge / 1�" field 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA �� greater than 1 10d 6 edge / 6 field GALVANIZED MACHINE BOLTS @ 12" O.C.. Z W SCALE: N.T.S Diagonal Board Sheathing M 1: x 6" or 1" x 8" 2 — 8d per support CD FRAMING NOTES 1 x 10 or wider 3 — 8d per support 12• 12• 12• 12' Nailing Schedule "Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathing is nailed OR: TRUSSLOK CONNECTORS BY 'FastenMaster @ 16" O.C. N 3 on—center at the panel edge to obtain higher shear capacities nailing requirements Tor structural members shall N DWG. NAME be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. 2 When wall sheathin is continuous over connected members , the tabulated number of nails shall be permitted to E be reduced to 1 — 1$d nail per foot. 16' 16' o A-11 ®� DWG. NO GENERAL NOTES DESIGN CRITERIA: PROPOSED 4 W ADDITION 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING WING AREAS AND DECKS - 40 PSF. CODE (IBC) AND THE 2018 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF. { E c E � � I CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH ig 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B o MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERED NOV 2 2 2024 � _ BALL FROST LINE DEPTH - 36" 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY LARCH STRUCTURAL GRADE #2 OR BETTER. DECAY - SLIGHT RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED - YES T m, r PAthol 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL W STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST NssW PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL ORIENT, NY FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND 525 CEDAR BIRCH RD FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FF. WINDBORNE o 00 0 6. ALL DIMENSIONS AND GRADE CONDITIONS To BE DEBRIS PROTECTION SCHEDULE ® 6, ARCHITECT VERIFIED BY CONTRACTOR(S) PRIOR TO START OF Z FRANK UELLENDAHL CONSTRUCTION AND ORDERING OF MATERIALS. THIS PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS 123 CENTRAL AVENUE FOUNDATION HAS BEEN DESIGNED FOR A SOIL OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER P.O.BOX 316 BEARING CAPACITY OF TWO (2) TSF AND GRADES THE GLAZEED OPENINGS OF THE PROJECT: o GREENPORT, NY 11944 LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH TEL 631-477 8624 THESE CONDITIONS ARE MET. ALL ALL BENEATH 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, OWNERS CONCRETE SLABS TO BE COMPACTED TO 95% RELATIVE DENSITY. WINDOW SCHEDULE ¢ BARRY BALL& KIM VAN ZEE 525 CEDAR BIRCH ROAD 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE I/ EXISTING SOUTH ELEVATION o ORIENT, NY 11957 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400 & E-SERIES v TEL• 646-283 6595 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE GLASS TO BE HIGH PERFORMANCE LOW-E GLASS MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS 8. PROVIDE FIRESTOPPING AT ALL LEVEL HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH PENETRATIONS INTERIOR FINISH: WHITE, PRE-FINISHED EXTERIOR COLOR: WHITE 9. PROVIDE FLASHING AT ALL ROOF BREAKS, `� r CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS AND DECKS ETC.. a . 10. DO.NOT SCALE DRAWINGS. Mark Size MUDROOM DOORS & WINDOW Quantity � o a 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- ENGINEER ARE NOT RESPONSIBLE FOR THE Al 3080 PERMA-TRU S2000 H1, LOW-E 1 INSPECTION, SUPERVISION, OR ADMINISTRATION OF A2 FWG6080 SLIDING DOOR 1 ® o o THIS CONSTRUCTION PROJECT. FEDERAL, STATE A3 3068 INTERIOR WD DOOR, FULL GLASS 1 DRIVEWAY U � N AND LOCAL ZONING AND BUILDING CODE COMPLIANCE EXISTING EL 11.5' Z SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. E WDH 38410-WTR3812 Double-Hung MULLED 1 a o � z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO S2 c Z FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND a OWNER. PROPOSED SOUTH ELEVATION 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE ENERGY DRAWING SCHEDULE N N CONSERVATION CODE. N 0 A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-2 SITE PLAN DATE: 10/23/20230 CHANGES PRIOR TO AND DURING CONSTRUCTION. A-3 EXISTING FLOOR PLANS, PLUMBING RISER DIAGRAM SCOPE OF WORK INCLUDES: 1ST FL. MUDROOM ADDITION & PORCH EXTENSION; z SCALE: N.T.S. 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-4 FOUNDATION PLAN A-5 PROPOSED 1ST FLOOR PLAN A FRONT YARD SETBACK VARIANCE WAS APPROVED ON 12/15/2022 - ZBA FILE 7714 F TITLESHEET DESIGNED AND SPECIFIED BY OTHERS. A-6 PROPOSED 2ND FLOOR PLAN 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-7 CROSS SECTION A-A (DETAIL) DESIGN CITERIA INSURANCE NECESSARY TO PROTECT THE ENGINEER A-8 NORTH AND SOUTH ELEVATIONS _ GENERAL NOTES AND OWNER. A-9 WEST ELEVATION AND ROOF PLAN BUILDING PERMIT APPLICATION N DWG. NAME A-10 CONNECTORS CRITICAL PATH 17. DO NOT BACKALL AGAINST FOUNDATION WALLS , S a FASTENER SCHEDULE RE o UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-11 FRAMING NOTES, §o A— DWG. No PROPOSED LEGEND ADDITION .Y W NEW WALL o DRIVEWAY 0 EXISTING WALL J XUX W W BALL WDH38041H380410 ROOF OVERHANG 6 3 —11 2—0 5 —4 2—6 _$_—O RESIDENCE - - — — - - - - - - - - - - - - - -HOSE BIB - - - - - - - - Q- ao :'?E?uE :ti4:5 '{{4 ?ti?:3?Si?i3l"vsc: r i:;:::Eik':StCtirES{4Ef: I .:..::.�::¢�:::.:::::::::.: / I � ORIENT, NY 3080 __ _ _ — — / 1525 CEDAR BIRCH RD loogj r- CLOSET / pL LL � i below Ldeck o o \ -- J� ARCHITECT FRANK UELLENDAHL 0 T 123 CENTRAL AVENUE MUDROOM Q m P.0 BOX 316 raise door up N N ° ram, ° ,6 I o GRTEL 631 NY 18624 x x /�� TEL 631-471 8624 Q 5-0 2-5 / I h / 2x6 C.J. @ 16" O.C. I OWNERS 3'-11 ❑: bench stiePves 2x8 R.R. @ 16" O.C. I � BARRY BALL& KIM VAN ZEE 2 CEDAR BIRCH ROAD — • — I ORIENT NY 11957 D — — — o N U P 3 2XLREF. TEL 646-283 6595 I I `� co ❑ .... I IEJ Elj ° O � o Iy � U LIVING RM. I ez M ; ° BATH I s N 85 8 15'-4° I Z 0— o � 13'-4° I I W R4 m I N N N :m •^— •M— •N-- I O O O DATE: 10/23/2023 EREM. SCALE: 1/4° = 1'-0° to IE I 3 Q PROPOSED 1ST FLOOR PLAN I N� DWG. NAME �CL. CD �— o o A-5 U e DWG. No PROPOSED ADDITION iF 0 W I BALL cn w RESIDENCE ORIENT, NY ■ FD-1 ■ ■ 1525 CEDAR BIRCH RD U _ N z ARCHITECT O Z FRANK UELLENDAHL 123 CENTRAL AVENUE P.0.80X 316 GREENPORT, NY 11944 � TEL: 631-477 8624 W � OWNERS BARRY BALL& KIM VAN ZEE 525 CEDAR BIRCH ROAD DRIVEWAY ORIENT, W 11957 EXISTING EL. 11.5' TEL- 646-283 6595 v o"', - { 14'-10" 1D'-0" 5 U ( F NORTH ELEVATION WEST ELEVAT Q SCALE: 1/8" = V-0" SCALE: 1/8" � r 2 ■ ■ o L � WZ O Z U O III LI C a 0 cx: m O IIIII A III S OJ d U UHI Ii Z � c O �¢¢ [C% m N fXl G N CD G N z qq o 0 0 gU DATE: 12/10/2023 SCALE: 1/8" - 1'-0" NORTH ELEVATION SOUTH ELEVATION WEST ELEVATION DWG. NAME cl- SOUTH ELEVATION o A-8 SCALE: 1/8" = 1'-0" ® DWG. NO THIS SITE PLAN IS BASED ON PROPOSEC MAIN ROAD - NYS RT, 25 ADDITION 210V 53.62' SURVEY BY STANLEY J. ISAKSEN CEMETERY ,� p, :�.. =` DATED MARCH 09, 2005 j .- 131 LOT 15-8-26.8 = 323,215 SF zu a ' LOT 15-8-26.7 = 174,240 SF o COMBINED LOTS = 497.455 SF _�BALL ; 1,a RESIDENCE •i fU - RENT- NY \J :1 - -d 3955D ry NYS ROUTE 25 ='Sf RItGE 9 O N J 4�8 �UU)ING`ss ` s <n ARCHITECT m -- �a -1 FRANK UEIIENDPHL �d 9 123 CE NTRAL AVENU E _ 1� P.O.BOX 31 6 W - r___ __ GREENPORT Ni"cv� 11944 --- lEl:631 77- 4 8624 t1.2 Z OWNERS SPAR(FJIIE&1061 VAN ZEE 303 16111 ST.APT.39J y' NEW Yn NY 10022 N IDp.':`� TEL•696-283 65;'T C.PON � 95 O Q r s ztM4C. - _'PONO:. y >s PROPOSED 2ND FL ADDITION z c� o (DRNEWAY UNDER) � t 2—STORY 'o iw RESIDENCE r' SgD `' ~• '• S.T. •1ST FL Q° ADDITION 0 61' � a . 24 rRESIDENCE�_;a; ?-y, BUILDING & SANfTARY SETBACKm "v 3 - O DATE: 02/03/2023 W E SITE PLAN: ROPOS SITE PLAN c� SCTM# = 1000-15-08-26.8 ' TOWN OF SOUTHOLD Dwc.WE SCTM 1000-15-08-26.8 SUFFOLK COUNTY, NEW YORK:: :: $ A-2 � W PROPOSEI �t NOV 2 2 2024 -°` CRAWL SPACE FOUNDATION ADDITIO1 3/4" SUBFLOOR, NAILED AND GLUED 9-3 1/2" 2 12 FLOOR JOISTS 0 16"D.C. 12'-0" R-30 STONE WOOL INSULATION 12'-0" 2"X6"TREATED SILL 2" CONCRETE RAT SLAB IN CRAWL SPACE AREA 1 r-------- ------ r------- -- ------ 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL OBAL� ;,;; 8" POURED CONCRETE WALL WITH #5 VERTICAL ° i i !,= I I %i/,i/,;i'%;%';%� ;i %i;', I REBARS 0 24" D.C. RESIDENCE L__——_——— —— ___J L_——_——_ _____J 1'-4"X 8" POURED CONCRETE FOOTING WITH PHI 3-14 REBARS - 3"ABOVE BOTTOM OF FOOTING € 1/2'X12"ANCHOR BOLTS 0 46"O.C. 5ORIENT,Rce R 2 RIGID FOAM INSULATION ON INTERIOR WALL BITUMINOUS DAMPPROOFING TO GRADEoi SILL SEAL AND COPPER TERMITE SHIELD o ARCHITEC . fey ,��► Dm t1 ( f�d�� � i FOUNDATION NOTES 12 GEP.0 GREENPORT,W 1194 31 C�A I STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 TEL 631-477 862 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON OWNER I p DRIVEWAY ® I UNDISTURBED SOIL RWt 526 e C u&Km vAN 2Cvu+W ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. s2 a1R9 U 646-283 ME EXISTING FOUND 02i ATION ' C P�l OF N i PROPOSED FOUNDATION 0� n9(2 1 (2) 2z12 PERIMETER BEAM !/y`+ I AROUND PORCH TO MATCH IXf'G FRAMING W FL---------- — ------------------------------J g L------------ ————--- ' I 12.4" DIA. P'D CONC. FOOTING i LZ o I ; I I RIGID PLASTIC FOOTING FORM N N= o I I I j BIGFOOT SYSTEM, MODEL BF28 iv N ® ;i j I I I RING DIAMETER D6 s ® I I I 202 F.J. Q 16 O.C. ---- ----- „—, —;— --, CRAWL SPACE I I I I I N 2z12 LEDGER BEAM ,II f BOLTED INTO BOX I i� c.i LLLI_I_I—_ ----- / — ———— I �;;; ;i i ii :;,%i-';%' t LJ 1 & DAIS 02/0/202 UP -, IA'=1'—PROPOSEIC 30z30 \ I EE ACCESS DOOR I FOUNDATION PLAT BASEMENT 1ST FLOOR PLAN DNG.NAldE SCALE: 1/4"=1'-O" NO A DWG.