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HomeMy WebLinkAbout44457-Z ��p�og�FFOtK�oGy Town of Southold 6/6/2021 P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42070 Date: 6/6/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3608 Old North Rd, Southold SCTM#: 473889 Sec/Block/Lot: 55.-2-25.5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/15/2019 pursuant to which Building Permit No. 44457 dated 11/25/2019 ---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("as built"partially finished basement), existing garage converted to living space, and screened porch to an existing single-family dwelling with 4 bedrooms as applied for. The certificate is issued to Wittenberg,Beth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44457 6/2/2021 P CUMBERS CERTIFICATION DATED 12/16/2020 N1 ll 'nts kaskPlumbing&Heating ho r' e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 44457 Date: 11/25/2019 Permission is hereby granted to: Sinning Jr, John PO BOX 547 Peconic, NY 11958 To: construct additions and alterations and to legalize "as built" partially finished basement to an existing single-family dwelling as applied for. Additional certification may be required. At premises located at: 3608 Old North Rd, Southold SCTM #473889 Sec/Block/Lot# 55.-2-25.5 Pursuant to application dated 11/15/2019 and approved by the Building Inspector. To expire on 5/26/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $659.20 AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $193.60 CO -ADDITION TO DWELLING $50.00 Total: $902.80 Buil ing pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. G New Construction: Old or Pre-existing Building: \ (check one) Location of Property: 5 4j d 8 OLD ()0V_ l W V—D `J House No. Street Hamlet Owner or Owners of Property: 26,�T �� l L =(2 Suffolk County Tax Map No 1000, Section Block 2 Lot 2 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: � �V- (. (� LL 50 Q0 HC Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary C rtifcate Final Certificate: 1L,1 (rheck one) Fee Submitted: $ A plica S ature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(-)town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Beth Wittenberg Address: 3608 Old North Rd city,Southold st: NY zip: 11971 Building Permit#: 44457 Section: 55 Block: 2 Lot: 25.5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 40 Ceding Fixtures 13 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 11 Smoke Detectors 1 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan 4 Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 34 4'LED $ Exit Fixtures Pump Other Equipment: Oven, Fridge, DW, W/D Notes' Renovation of First Floor and Basement , Converted Garage to Living Space Inspector Signature ' Date: June 2, 2021 : S Devlin-Cert Electrical Compliance Form.xls A Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING I)F.PARTIVMNT TOWN OF SOUTHOLD DEC 2020 CERTIFICATION Buildinc,Permit No, Owner;-W '1 A-+e n le r Plumbez, Lot ql� i1 -i' J 'lease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead, mbors 4-Sign Signature) I I 4t, Sworn to before nic' this I so_ day 20.2-0 Notary Public,,-sk-&-a—county SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,20 .0, IVY qqq l �F 50* TOWN OF SOUTHOLD BUILDING DEPT. coum, 765-1802 INSPECTION [A/5E NDATION 1ST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING4 STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - I � , S ar- /""' f5 S DATE INSPECTOR ho��OFSOUTyo� L - t QS�7 34 as V LV I40-api # TOWN OF SOUTHOLD BUILDING DEPT. `ycaurm��' 765-1802 ... . --INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: iv,�reV2 LC Ly ? S DATE INSPECTOR II " SOUIy * TOWN OF SOUTHOLD BUILDING DEPT. �y�nuxn 765-1802 INSPEC ON [ ] FOUNDATION 1 ST [ UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 19DATE 700 INSPECTOR JT pf SobjyO * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI.ON [ ] FOUNDATION 1 ST [ } ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SUL-ATIOWCAULKING [ ] FRAMING /STRAPPING' [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]. ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: & y1t;ky'c", FIN DATE l INSPECTOR ho�a0450UlyOlo0 v 44 # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ourrtr ' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ALo-zl a losn_-� PrAiliac 4 DATE INSPECTOR � _v f i N y n � o 'b Z 0 7O o o �o C O H o 00 po a o :,j - o o 00 `o o a �,o C �o p o c `o O o CD o CD W � { 0 0 0 0 �h 0 CD 17 / c 0 � § 7 CL =r2 n _ \` o 0 & o / 7 0 o C k M - (DCD rD s k A §� ^ q 7 jo 3 R 7 e ¢ » — GQG & w = m ¥ \ 2 ƒ / - / 0 \ � / L t n § a 3 ~ \ v FIELD INSPECTION REPORT -DATE COMMENTS b 6kFOUNDATION (IST) y ------------------------------------ G FOUNDATION (2ND) � m . � z <s,o � U� ROUGH FRAMING& ®� N PLUMBING � y 4 Vi LA IL �►/�. V-y 10 i1. r INSULATION PER N.Y. H STATE ENERGY CODE Poo�. FINAL ADDITIONAL COMMENTS 7- 7- lo Lam, Z Z �n m CA Uv � p H -® z � x d TOWN OF SOUTHOLD, BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans ' TEL: (631) 765-1802 _ Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT ?I Check,-,-- Septic Form N.Y.S.D.E,C. Trustees C.O.Application - Flood Permit Examined ,20 -Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: I` Approved ,20 Mail to: O(/LAG Disapproved a/c - Phone: Expiration tO .20J\ Building Inspector NOV 15 2019 APPLICATION FOR BUILDING PERMIT r Date N l�� , 20� INSTRUCTIONS a.This application MUST be completely filled inby typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. C. The work covered by this application may not be commenced before,issuance:of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the,premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy,. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed,within 18 months from such date. If no zoning amendments or other regulations affectiri"the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,,Ordinances or Regulations, for the construction of buildings, additions, or alterations'or-for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building•code;housing'code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, archite engineer, general contractor, electrician,plumber or builder Name of owner of premises Ge-t& UL4 to be-r (As on the tax roll or latest d d) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. ' Other Trade's License No. 1. Location of land on which proposed work will be done: ��6-,o 9 oLo GoUTRD -D House Number Street Hamlet County Tax Map No. 1000 Section .'• Block ' b 2 Lot 2�J : �j Subdivision Filed Map No. Lot 2. State existing use-and occupancy of premises and intended use and occupancy of proposed construction: a. Existing.use and,occupancy �Ly m p(- b. Intended use and occupanc 3. Nature of work (check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �, lFee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4-9,G/ Rear j,s Depth ( Height 2-0.3 1 Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth 54, L5 I Height 2�. `�` Number of Stories 2- 8. Dimensions of entire new construction: Front Rear 7 Depth? Height Number of Stories 9. Size of lot: Front 25, Rear . :�&3 ,&l I Depth 10. Date of Purchase , 0 20 l q Name of Former Owner L-LO 6 1'1,.j&J l QL ',71- . 11. Zone or use district in which premises are situated -4-b 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO tr 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES V NO 1i Y,, 14.Names of Owner of premises C1` W �E1,16e Address 30o2 U&ha(`l a VtdPh6ne No. S66--(66- ,069 Name of Architect 'hz t UV L, 8,t[ea6i?(t( Address Pi/9 Phone No &; i-4 n-�P62f Name of Contractor1!�14 (e 5C(0161t- Address P0 G too UK one No. 0b 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE-REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OFA SS :1 '(Ta U LL U UI being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the �i"r�cl 1-CLl (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this I',4tt day10 X of U (7 eUA��er 20� TRACEY L. DWYER 0'a, CLJ& blOTARy PLj[3LIC,,STATE OF NEW YORK Notary Pu 1 c NO.OI DW6306900 Signat&e of Applicant QUALIFIED IN SUFFOLK COUNT`, COMMISSION EXPIRES JUNE 30,2 1 Scott A. Russell ,�a°SuIT 'r ST0]E.MWATIE]FL SUPERVISOR MN AEN�T 2 I��l[Al�A\Gi]E WIEl�T SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORAIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑NrA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El 5n. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑®'C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[VD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑9E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑[FF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or, more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit►your Building Permit Application. APPLICANT (Property Owner,Design Profession' 170 ra tor.Other) S.C'T•M' #: 1000 Date I District NAME. l��ll l 55 Z' r.mu Section Block Lot FOR BUILDING DEPARTMENT USE ONLY*`** Contact Information ( rt.iron.,.v"mxi Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. _Jp", Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 FF�x BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971- 59 O O� - rc f _ Telephone (631) 765-1802 FAX (6 '��7���;9.�0 ; ro er.richerttownsouthold. _us - i� - --- -SAY- 2-9- 2020 APPLICATION FOR ELECTRICAL INSPECTION EQUESTED BY: Tti- Date : ` Company Name: -T,UCUM'( Name: �T.t License No.: 3 yo l �.y email: ' t,4, v 2 yoQ. Address: - - �E- f d S o TY o c Phone No.: 1 - .JOB SITE INFORMATION.' (Ail information Required) Name: ►7'i �� ;address: OLO NP4` aP S�K�co _ 17' Cross Street_: r --=Bldg:Permit#-- — y ------ --email: Tax Map District: 1000 Section: 5 Block: Lot: aJ• BRIEF DESCRIPTION;OF WORK (Please pnnt,Clearly) 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: (Alt information required) Service Size .1 Ph 3 Ph Size: A # Meters Old Meter# New Service -Fire Reconnect-"Flood Reconnect-Service Reconnected - Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: -------------------- --- PAYMENT DUE WITH APP Ci4TTOTT-- ---------- ----- Ob 0 110 /1)� Request for Inspection FormAs �� PERMIT# �' ddre�s: Switches " Outlets e GFI's, '\ Surface A\r �� I Sconces 1 � t HH's UC Lts i kill Fans Fridge HW Exhaust Oven Dryer Smokes D.W Service - `� • fru�:�'1�' Carbon _ Micro Generator i L+Qv Combo �; Cooktop Transfer AC AH Mini Special: 1 Comments I V �� C 'U �� ke14 410A r� ✓1 ` 1 r � - J SUR\/EY OF PROPERTY N SITUATE: SOUTHOLD TOWN: SOUTHOLD W E SUFFOLK COUNTY, NY SURVEYED 08-05-2016 S SUFFOLK COUNTY TAX # 1000 - 55 - 2 - 25.5 CERTUM TO: BETH 0.Vlrrf WBERG BANK OF AMERICA,N.A. PM16]C.IITSC NATIONAL T=INSURANCE SERVICES,LLC ®Q Tp )N lLp ®R .4b �?p NSF 4D coF �• J 0 4 wJ m� 4 2ZZ 00 0 O d ' 0 J Rose pRUNF 3 u� '• 4 Q" J 'gND NO r S7/�l$op M�ti \(O 0/tio Y oF• \��. �A// Bok•0 0 �NN��SE �vEY ��Yi a CID 0 w 4 qW z Q J r� 0 rZc) ' q45' _ G�� C fi o 's'Q4GF S7/o/ 3 � ,rte l30 77' x-� x FISH >- Pot+v M• � ��0 2 WOODelp O ' �Co '5"1. z pz J J 03012p"W RME�Y OF. NOVA ORURN4wll LpNb ,ONN O- c�FFOLK El F. }.. .*''`.. �'�'r ,1 'uwotn«I:ed o¢eratlon or adamlen to a map bearFg f Itloed land wrveyor'e gaol Ie a NOTES ' vlola[�on of Ncti«'i]09,sub-division 1,of the AC x� A,; New Y«k State Education Law" i 4 •Only copies from the original of thls•Wvey y m«ked with cm original of the and gwveyorb App 8 glamped seal shall be considered to be valid true n, T. Ft '+v'� �) "GrtlflcatlOng Indicated Mreon algnify that this PROPERTY 15 ALSO SHOWN AS LOT 3 ON A MINOR F--: `1�1{ - v,y was pr,por,d,n aworda„a,w,th 1•�/ s u_ �'�I.' leting Cads of Radice for Land Surveug adopted SUBDIVISION MAP MADE FOR FRANKLYN J. BORN �„ s f; ey the New York State N,aclatlon of P�of,sslonal � �\ '.� Lana 5urveyoro sam certiHcanong shoo ri.'�onlyy t. _ i f j.% '� to ,� ito whom the survey Ig prep«ed, L�1 one onthehm txh,lhalF to the title company,go men _8,-;t..s lal agency and lending Mgtttutlon listed hereon and _ _, to tn.aegis a of me lemm�g mgtlwuor Gruricm tion•«.not.Maroferodle to oddltlonol Mrotlwtlow � MONUMENT FOUND 0 PIPE FOUND JOHN C. EHLERS LAND SURVEYOR GRAPHIC, SCALE 1'= 40' 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 AREA = g5f640 S.F. or 2.20 ACRES RIVERHEAD,N.Y. 11901 631-369-8288 REF:C:\UsersVohn\Dropbox\19\19-150 download.pro sena•1�•ar+,bwe,• Bete Generated by REScheck-Web Software Compliance Certificate Project THE WITTENBERG RESIDENCE Energy Code: 2015 IECC Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3608 OLD NORTH ROAD BETH &JOHN WITTENBERG Frank Uellendahl SOUTHOLD, NY 11971 OWNERS RA Compliance. 4.0%Better Than Code Maximum UA: 375 Your-UA: 360 Maximum SHGC- 0.40 Your SHGC. 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,029 38.0 0.0 0.030 61 Wall:Wood Frame, 16"o.c. 1,928 21.0 0.0 0.057 88 Door: Glass Door(over 50%glazing) 18 0.300 5 SHGC- 0.24 Window:Wood Frame 235 0.300 71 SHGC: 0.32 Window:Wood Frame 52 0.300 16 SHGC: 0.31 Window. Wood Frame 80 0.300 24 SHGC: 0.24 Floor:All-Wood joist/Truss 2,029 19.0 0.0 0.047 95 Compliance Statement: The proposed building design described *isith the building plans, specifications, and other calculations submitted with the permit application.The proposedesigned to meet the 2015 IECC requirements In REScheck Version : REScheck-Web and to comply with the mandaisted in the REScheck Inspection Checklist. (ZA 13 ) ( 9A Name:Title y Signa rU. Da �t����a r�F•:..,Y ;+ MA F' Project Title: THE WITTENBER ' Report date: 11/13/19 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2015 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. _-'Sec # P.re=Ins ect'ion/Plan'Review;= Plans,Verified ,`Fie1d;.Ve`rified ,,Complies?;,"„u •�'Comiinents%Assumptions- - T,, \!slue Value; & Req.1D ��, ,� 103.1, ;Construction drawings and .`` - -, ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111energy code compliance for the <-,_,� l J❑Not Observable , r ;building envelope.Thermal ; envelope represented on ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and _ _� __ � ❑Complies j 103.2, ;documentation demonstrate s ' � ���;�` _ _ =❑Does Not 403.7 energy code compliance for [PR311 ;lighting and mechanical systems. ;,`, _ i❑Not Observable , Systems serving multiple i; .;f¢ '_ _ `(❑Not Applicable dwelling units must demonstrate compliance with the IECC 'Commercial Provisions. ;' - - _ 3_ 302:1;:'” 'Heating and cooling equipment is: Heating: Heating: ' i❑Complies 403:7•:;4= -isized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not 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) 1,,3 1 Low Impact(Tier 3) Project Title: THE WITTENBERG RESIDENCE Report date: 11/13/19 Data filename: Page 2 of 9 ;Section= ro` nd�'tion,Inspection, Com lies? 'to_rn rents/A:WM #ions,' A protective covering is installed to ;❑Complies protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below s grade. ;❑Not Observable! t❑Not Applicable 40,3:9sx_�,Snow-and ice-melting system controls!❑Complies ; `[F012j2"'' installed. ;❑Does Not { S ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 1--2,,,,l Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: THE WITTENBERG RESIDENCE Report date: 11/13/19 Data filename: Page 3 of 9 Section _ P r -Fi 7, ied.. iaras uUe �ffweci eld erif '_ >`#; ' Framing Rough-ln.lfis6ection' -_ _ Com lies. Co_rriviients/Assumption's- &�:Req.ID� _ ;Vatue'a _Value = 402.1.1, IGlazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). ;;F—]Does Not table for values. 402.3.3, I 1 ;❑Not Observable R2] 1 1 '❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ' [FR4]1 ;are determined in accordance ❑Does Not with the NFRC test procedure or ❑ Not Observable !taken from the default table. ,,= 's �_ _-- ❑Not Applicable i 402.4.1.1 ;Air barrier and thermal barrier "`gi�n.'z❑Complies [FR23]1 -installed per manufacturer's .,❑Does Not 'instructions. _ _ =_ _ +;�'�`z ❑Not Observable ¢❑Not Applicable 402.4.3 ;Fenestration that is not site built ,` ;; '- ,`_-. ,' ?❑Complies :.: :, '- Does Not [FR20]1 is listed and labeled as meeting % _' __ ' `q�'< e - '❑ IAAMA/WDMA/CSA 101/I.S.2/A440 � � " � ; E�. << � °='❑Not Observable or has infiltration rates per NFRC „�:_ �'�r� '� r.'z s 1400 that do not exceed code �'�- -� �� - � ��= �a❑Not Applicable limits. 4024,5s'" IC-rated recessed lighting fixtures s i'=;- ` , '�J❑Complies [FR16F,',',Qsealed at housing/interior finish El Does Not = and labeled to indicate :52.0 cfm � :j leakage at 75 Pa. _ 4`'_`, =- "�=' = --;❑Not Observable a_,r �`,K _ ,;_ ❑Not Applicable 403.3.1 ,Supply and return ducts in attics �`��'`'fit` ,�,�� �' �"_ ❑Complies ; [FR12]1 1 insulated >= R-8 where duct is _ �� ��'� _ =E�` ❑Does Not >= 3 inches in diameter and >_ k..°" _ � ;R-6 where < 3 inches. Supply and ` ���= .t❑Not Observable ;return ducts in other portions of ���� _��- _� ;ti "; - � "°- ❑Not Applicable :the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. .s, I h ,' r =`,'. ;; .,w^, :,.: ❑Complies ' 403.3:5" _,Building cavities are not used as _ tx;., _ [FRl5]3 ,ducts or plenums. yu " - ;" . ;s' >; T1 Does Not F + ❑Not Observable 1 ❑Not Applicable iHVAC piping conveying fluids R- R- ;❑Complies ,[FR17,]?,r" °?above 105 °F or chilled fluids 1 1❑Does Not 1 ;z.>•� below 55°F are insulated to >_R- i>"=; ;❑Not Observable ' i3' •❑Not Applicable 403.4.1 ,Protection of insulation on HVAC ❑Complies [FR2411 piping. A{ u:,-°;ti`.Y> _ :,❑Does Not -----;[]Not Observable ❑Not Applicable 4035i° s Hot water pipes are insulated to YR R- ;❑Complies [FR-1812:" '2--R-3. 1 s❑Does Not ❑Not Observable Lis ;❑Not Applicable 403E6;-`i''� Automatic orgravity dampers area-�=_ �,° =N�u � _-�� _ - i❑Complies ' [FR19]z- �jinstalled on all outdoor air =>` � ❑Does Not 1 Iintakes and exhausts. s ,;,---l❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: [1T Impact(Tier 1) i2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: THE WITTENBERG RESIDENCE Report date: 11/13/19 Data filename: Page 4 of 9 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ,:3 1 Low Impact(Tier 3) Project Title: THE WITTENBERG RESIDENCE Report date: 11/13/19 Data filename: Page 5 of 9 SeCt�07A ied - ' 'Plans�-4�erified` eld^Verif - "I "su0}tion,ins ectio`nrl."`"r __ - ;;Com' 'lies? CoaiiineI t- Ssurri 'tions° ►? a _ = Na Value} _-Val`us = : -_P - _ ;z insulation is labeled __- = �' = '` �~ "-`❑Com lies `303.1 - ' All installed insul y'�:n,�,,�,,,- - ;-:��' �,., _:�:=�t'� _ P �' [Iwl31?' or the installed R-values '�` � ❑Does Not provided, •; =?'s' k;t ." =`ti, "_.a❑Not Observable , ❑Not Applicable 402.11.1, I Floor insulation R-value. R-s R- ;❑Complies ;see the Envelope Assemblies 402.2.6 ; ;E] Wood ;F1Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable t ENot Applicable 303.2, ;Floor insulation installed per ",s :~�a� ` '= = "❑Complies 402.2.7 ;manufacturer's instructions and El Does Not [IN2]1 !in substantial contact with the . underside of the subfloor, or floor ,�� �' = ❑Not Observable ' i �: . ; � ❑Not Applicable ;framing cavity insulation is in i, - ��'�?; -��x_n- ���-, __ _ �,.�;� E contact with the top side of sheathing, or continuous ',insulation is installed on the `underside of floor framing and the bottom to the extends from ,,X �'.,-_ '-°•,:�Y�� _ ..,;'��.- �r;n �� ; ;top of all perimeter floor framing:_; members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- Y ;F—]Complies see the Envelope Assemblies 402.2.5, :mass wall with at least 1/z of the =❑ Wood ❑ Wood ❑Does Not a table for values. f , ; 402.2.6 wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation 10) ;requirement applies(FR10). ;E] Steel ;E] Steel =❑Not Applicable t 3 303.2 ;Wall insulation is installed per '�,' ` `= `= `� '�' :z;,y❑Complies w's i IN4 manufacturer's instructions. ❑ [ l Does Not 4w;. ❑Not Observable ; �-❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2" Medium Impact(Tier 2) �3,- Low Impact(Tier 3) Project Title: THE WITTENBERG RESIDENCE Report date: 11/13/19 Data filename: I Page 6 of 9 Section . ::' Plans Werified Fieid Verified =# Anal!Afispection ProvisEons, " `,Compiies?-- °Comments/Assum`ptions_, & Req.IDr Value: -Value, 402.1.1, ;Ceiling insulation R-value. R- ; R- :❑Complies ;See the Envelope Assemblies 402.2.1, •`❑ Wood ;❑ Wood !❑Does Not ;table for values. 402.2.2, 1❑ Steel ❑ Steel '❑Not Observable �ij2.6 �❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per `_ . �-_ ��,� ­i❑Complies ; 303.2 'manufacturer's instructions. f, __ '❑Does Not [FI2]1 (Blown insulation marked every 300 ft2. ;' _-j❑Not Observable ❑Not Applicable 402,2,3' ��Vented attics with air permeable .'y• � _ �_} ' «� .' �'❑Complies [FI22]'� insulation include baffle adjacent ' " - ''=� _ �'� _ Does Not 1 to soffit and eave vents that = ❑ j extends over insulation, f' - ;. ❑Not Observable ; {❑Not Applicable 402.2.4 ;Attic access hatch and door R- R ,❑Complies [FI3]1 ;insulation >_R-value of the ;❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies [FI17]1 ,ach in Climate Zones 1-2, and i :❑Does Not i<=3 ach in Climate Zones 3-8. :❑Not Observable '❑Not Applicable 403.3.4 I Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 '❑Does Not •<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable ;tests,verification may need to �❑Not Applicable 'occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 '❑Complies [FI27]1 determine air leakage with ft2 ft2 ;❑Does Not either: Rough-in test:Total leakage measured with a `❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of test. Postconstruction test:Total 'leakage measured with a pressure differential of 0.1 inch iw.g, across the entire system 'including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 !by manufacturer at<=2%of = I❑Does Not design air flow. ';,'?❑Not Observable '❑Not Applicable 403,1:1 Programmable thermostats _ �--,❑Complies [FI9]? r installed for control of primary ., ;, - ❑Does Not ' heating and cooling systems and initially set by manufacturer to1 ° - _; •� -- �"❑Not Observable -°code specifications. AElNot Applicable 403.1:2- Heat pump thermostat installed s� ❑Complies [FIl0l`_ s on heat pumps. _ {❑Does Not ( ' �?❑Not Observable ❑Not Applicable Circulating service hot water ' ;.��� '' r' " -_''_ ,-"3❑Complies [FI11]? isystems have automatic or ___"� _ _`�_ �'" —_ ` ❑Does Not accessible manual controls. ]Not Observable . `. j❑Not Applicable 11 High Impact(Tier 1) 2=. Medium Impact(Tier 2) �3,] Low Impact(Tier 3) Project Title: THE WITTENBERG RESIDENCE Report date: 11/13/19 Data filename: Page 7 of 9 . . Set _�All mechanical ventilation system _.�E]Complies E]Does Not -[F1251 fans not part of tested and listed J '­�'IHVAC equipment meet efficac and air flow limits. E]Not Applicable 40.2",-Z"". water boilers supplying heat ',[]Complies '-E]Does Not [F12612'��,­, ugh one-or two-pipe heating systems have outdoor setback E]Not Observable control to lower boiler water 'E]Not Applicable temperature based on outdoo Heated water circulatio have a circulation pump.The Does Not J system return pipe is a dedicated E]Not Observable return pipe or a cold water supply 41 ­jnNot Applicable pipe. Gravity and thermos- syphon circulation systems are present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the cc the pump automatically turn off when water is in circulation loop is at set-point temperature and no demand for hot water exists. '463:�,d`&,�,'Electric heat trace systems OComplies IF1,251 comply with IEEE 515.1 or UL CDoes Not 515. Controls automatically ---"[:]Not Observable adjust the energy input to th Applicable heat tracing to maintain the desired water temperature in the p ping. 'Water distribution systems that [F13032�`_""have recirculation pumps that El Does Not pump water from a heated water [:]Not Observable heated supply pipe back to the water source through a cold t water supply pipe have a demand recirculation water s stem. Pumps have controls X_��'o pump and limit the temperature of the water entering the cold ing to 104L water heat recovery units tested in accordance with CSA -­,E]Does Not B55,1. Potable water-side UNot Observable pressure loss of drain water heat recovery units < 3 psi for Applicable Ind vidual units connected to one two sh or owers. Potable water- ­`­'sicle pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent "��,��Elcomplies [F1611 fixtures or 75%of permanent --oDoes Not �fixtures have high efficacy la _­,JE1Not Observable Does not apply to low-voltage ONot Applicable Fuel gas lighting systems have ElComplies Does Not �F12313, uous pilot light. El no contin El Not App!cable ' 1 High Impact(Tier 1) Medium Impact(Tier 2)' Low Impact(Tier 3) Project Title: THE VV[7TENBERGRESIDENCE Report date: 11/I3/19 Datafi|enanne: Page 8nf 9 Ins FieldPlaitis Verified31 -'final'Insd'ed loin.113tovisions", e ss6 0 Value:. �3 ge V I Com pliance certificate posted. ElComplies V ,i4 ,[FI71 E]Does Not E]Not Observable -E]Not Applicable e -3033 Manufacturer manuals for IE]Complies -[FI18J mechanical and water heating []Does Not systems have been provided. E]Not Observable „'-'E]Not Applicable Additional Comments/Assumptions: 11High Impact(Tier 1) Medium Impact(Tier 2) 1-,3.,]Low Impact(Tier 3) Project Title: THE wiTTENBERG RESIDENCE Report date: 11/13/19 Data filename: Page 9 of 9 A2015 MCC Energy Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Door Rating LI-Factor SHGC Window 0.30 0.32 Door 0.30 0.24 Heating &Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments ' Ga66' ifynSel � RhR'�K" 21F�Pi, n I - , r-•••- �-_ _ '�—�' -,"'v ,r'"' -}, '1 l. „ � � it , •° I„ rYv���L'?�'.. I�r w, 11�� •J�,amt �' •ii�ry 4, �' Wi. � +'� j�. ,4 1 ,. �,Ar"a•ca", + r, Iµ- „ k,�l ,�,'--.-•-�,�-=,--s'°'� ., ', ,r � �� "� Q`�g'� ,•^^�•� - I, � � ., ' 'I _ �eaeiw^t,. - �;� �R ave _ u I� $,I°•�' . ' �"�'� _.� � � - ' s IN -......� _{�rGi,I_ ._. ., "+IAS T�6�+✓:,-. '2' ..�.-..�'�5:.-�N��-,._.._-.._ ..- � • „ T �'.��' b+',q,'" � by,4: � 6,r�6�' � C��A ..PAS __... .-__ .•. - .�•__`-_ .. .. _ 22 " •• ' ,Sy,OR mb'1'J'yp�,� jot;, iii 1JIVMl}i B .. OFOS 17 C,•�-P^•°r.—.••.-�--_�... -----'s':--+n•-.�-•---�...--r"n.<;+S-rv�_.,i^+z^-m y..m,a..t;.-•-��.,:t•..�-;,y ..-.. :yl - ,. ', 'R.r-c.'�''—"-_:}.c. ,r_,.. 1'f,...�._....•, .�.. _ .� _.. - ...r _r a.-..±::'�-..___ •--gyp,+ ., _"� .._—�.�.�...,....._.._..�...-.......-•_.. .._ . '_. _ , ,, l 1. •� ,,, t ii' 'tu , � .�� .; , •._' � ..� :,I'� 1� - ` ;I :,°IRM.• - ••,l_!?!'T� � '� F � ,� _.�'+ � .�� '',;v' ." .• ! � i l ; , ,. u R_'.' y„ I J••.• •/'�•1Ba$+r ,r ,�,..1 'L+.r� ,�' ,y!' ".rlr'" ,.•r ,.f,, 4-1 4 � � v I' ;�. �� ' .r � � ���1•• ' r. ... _ I I ' .' '• .. it 7 . oi - ' -�i, ��. _ A, n .�••-. f �•'' •.•..A'mrw•. �� '� `4VVr,;•ui. �' �-:� � - ^. t1� •� � '_ " r' �' - •^ -. • - '' r M1 ' .. •}', t .� ' - _ A , .. y - r :11 141 Air A. ;` ., .• - ,r. , ' .. - , crawl -A '„'�014'N �b TTEI°k.:.(, '��•`,�I `0•xYx uA� .. - A'"G1c6smM�"4 .r r, rt3j _ •r :.7 sr _ . ._ . . ter.''..-�___n.:'(" _...,__�.- :Y•'� r 4•=Y ^+m r 1,,sr,. ... ., rr.G'.•'.t•iS` ._ „N:x+.Xiv�.+'�,2...uvd...�.w-i.:.r��`:ri.:`S'uti''ri',i'-�..,.:�'.!'vwr:i_: •n:;�,.=._tn"'�._,_'..,ale'�r'�o3is ^.,'�ri�-tr^.�-r'ums9�•scY APPR40 EED AS NOTED� DATE: B.P.# [[`5 PLUMBER C8PTIFICATION FEE: S BY: ONLEAD'CONTENT BEFORE. NOTIFY BUILDING DEPARTNRNT CERTIFICATE.OF OCCUPANc, 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: S6LDER,USE'D.IN I&A TER 1. FOUNDATION - TWO REQUIRED SUPPLS�YSTEM CANNOT FOR POURED CONCRETE EXCEED-2/10 OF 1% LEAD. 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBING REQUIREMENTS OF THE CODES OF NEW �ALL-PLUMBING WASTE 'YORK STATE. NOT RESPONSIBLE FOR i' 'WATER LINES NEED DESIGN OR CONSTRUCTION ERRORS. TIIRa:pAF-ORE COVERING COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES INSPECTION REQUIRED AS REQUIRED AND CONDITIONS OF �SIIDTROC�TO� TRUSS PLACARORYG REQUIRE® SO HOLD TO 6-RBARD THOLD TOWN TR ES ® S.DEC _ Bfo v& d®®r. --testing requirtdo OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFIC. ' Additional OF OCCUPANCY Certification May Be Required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. GENERAL NOTES DESIGN CRITERIA: ADDITION � W � TO THE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. o ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS 40 PSF. CODE (IBC) AND THE 2015 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 WEATHERING - SEVERE W FROST LINE DEPTH - 36" N 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY LARCH STRUCTURAL GRADE #2 OR BETTER. DECAY - SLIGHT \ ICE SHIELD UNDERLAYMENT REQUIRED YES W 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGN IN ACCORDANCE WITH AMERICAN FOREST o PARTITIONS, EXCEPT AS NOTED ON DRAWING. PRODUCTS WOOD FRAME CONSTRUCTION MANUAL Ei FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD RESIDENCE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. WINDBORNE z SOUTHOLD, NY 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BEDEBRIS PROTECTION SCHEDULE > 3608 OLD NORTH RD. VERIFIED BY CONTRACTOR(S) PRIOR TO START OF o CONSTRUCTION AND ORDERING OF MATERIALS. THIS PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS ARCHITECT FOUNDATION HAS BEEN DESIGNED FOR A SOIL OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER EXISTING REAR ELEVATION FRANK UELLENDAHL BEARING CAPACITY OF TWO (2) TSF AND GRADES THE GLAZED OPENINGS OF THE PROJECT: P.O.BOX 31616 LESS THAN 5%. CONTRACTOR SHALL VERIFY THATFASTENER TYPE: 1/4° LAG SCREW BASED ANCHOR WITH GREENPORT, NY 11944 THESE CONDITIONS ARE MET. ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95% 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, I / TEL 631-477 8624 ►/ RELATIVE DENSITY. C= OWNERS WINDOW SCHEDULE 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE JOHN & BETH WITTENBERG SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER 382 CENTRAL PARK WEST BY TRIPLE UPRIGHTS. ALL HEADERS TO BE PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. APT. 15R MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. GLASS TO BE HIGH PERFORMANCE LOW-E GLASS NEW YORK, NY 10025 SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS TEL 866-466 8765 - 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, LOWER SASHES OF TYPE©© D❑❑E TO BE TEMPERED GLASS 05� AND DECKSSEGHTS, EXTERIOR DOORS, WINDOWS Mark Size Description Quantity 10. DO NOT SCALE DRAWINGS. Al FWH 60611APLR HINGED PATIO DOOR - LR 1 11. DESIGN CONSULTANTS OR RECORD ARCHITECT- A2 FWH 60611 PALR HINGED PATIO DOOR - LR 1 ENGINEER ARE NOT RESPONSIBLE FOR THE B TW2062 DOUBLE_HUNG _ LR 4 ®®®® ® INSPECTION, SUPERVISION, OR ADMINISTRATION OF C 244DH2O56 DOUBLE HUNG LR Fireplace 2 ` THIS CONSTRUCTION PROJECT. FEDERAL, STATE D 244DH2856 DOUBLE-HUNG - MBR (Egress) 4 '° t i,V AND LOCAL ZONING AND BUILDING CODE COMPLIANCE E 244DH2456 DOUBLE-HUNG - DEN 3 a SHALL BE THE RESPONSIBILITY OF THE F 244DH2440 DOUBLE-HUNG - KITCHEN 2 PROPOSED REAR ELEVATION w CONTRACTOR. G P3535 CASEMENT, FIXED - KITCHEN 1 s z 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO H 244DH2450 DOUBLE-HUNG - FOYER 2 FACILITATE CONSTRUCTION AND SHALL NOT BE J Fw029611AL OUTSWING HINGED PATIO DOOR 1 EXISTING 4-BR SINGLE-FAMILY DWELLING TO BE ENLARGED AND PARTIALLY ALTERED: CD CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. EXISTING KITCHEN TO BE RENOVATED; o N 13 ATHIS CCORDANCE STRUCTURE THHAS NEWBEEN YORK DESIGTATE EDNERGIN Y DRAWING SCHEDULE SMALLEST BR 4 TO BE CONVERTED TO DEN WITH OPENING TO LIVING ROOM;WITH o CONSERVATION CODE. EXISTING GARAGE TO BE CONVERTED TO HABITABLE SPACE FOR MBR SUITE; A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES 1ST FLOOR ADDITIONS INCLUDE MUDROOM / ENTRY FOYER AND LIVING ROOM EXTENSION; DATE: 11/13/2019 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL A-2 SITE PLAN NEW WOOD DECK TO BE CONNECTED TO AN ATTACHED 19.5'x15.7' SCREENED-IN PORCH; 91 SCALE: N.T.S. CHANGES PRIOR TO AND DURING CONSTRUCTION. A-3 EXISTING 1ST FLOOR PLAN W W TITLE SHEET A-4 FOUNDATION PLAN A SEPARATE BUILDING PERMIT WILL BE FILED FOR THE PROPOSED GARAGE IN THE REAR YARD. 3 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-5.1 PROPOSED PARTIAL 1ST FLOOR PLAN DESIGN CRITERIA DESIGNED AND SPECIFIED BY OTHERS. A-6 CROSS SECTION A-A - 1ST FL. ADDITION N GENERAL NOTES 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A-7 CROSS SECTION B-BPORCH - PORCH SECTION ®I N DWG. NAME INSURANCE NECESSARY TO PROTECT THE ENGINEER A-8 PORCH PLAN, PORCH FOUNDATION, SOUTH ELEVATION �I C PERMIT APPLICATION �N AND OWNER. A-9 FRONT AND REAR ELEVATIONS A-1 A-10 SIDE ELEVATION, SCREENED-IN PORCH g DWG. NO 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-11 CONNECTORS, CRITICAL PATH o UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. FRAMING NOTES, FASTENER SCHEDULE ` ADDITION LEGEND m TO THE ® PROPOSED ADDITION FE ® EXISTING DWELLING r W M Z W DRIVEWAY W RESIDENCE SOUTHOLD, NY PROPOSED 79 SF Z 3608 OLD NORTH RD. 0 EXT'G GARAGE TO BE ENTRANCE FOYER m ARCHITECT CONVERTED TO MBR o FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 2-STY TEL 631-477 8624 a DWELLINGOLD NORTH ROAD OWNERS o JOHN & BETH WrrFENBERG REgR Yq PROPOSED 256 SF FRONT YARD 382 CENTRAL PAAPT.W R RD SCREENED-IN PORCH Y NEW YOTEL K,s NY 18725 GARAGE DECK S � .T.H SEPTIC SYSTEM El41 c O PROPOSED 10 x36 L.P. O 1ST FLOOR ADDITION U C W d QZ_Q J U' d m U rn p N M N o DATE: 11/13/2019 a SCALE: 1/32" = 1-0" W _FAE 3 cn Y¢ SITE PLAN SCALE: 1/32" =1'-0" N SITEPLAN 2 W. NAME SCTM# = 1000-55-02-25.5A-2 TOWN OF SOUTHOLD o W. NO J SUFFOLK COUNTY, NEW YORK W ADDITION TO TH E R WJ X� W J 69'-5" J Ei z WWJ 23'-11° J 9'-6" J 36'-0" J J 15'-5" JJ 6'-6" J 12'-8 1/2" J �' W 6' 6" 12'-4" RESIDENCE UP SOUTHOLD, NY 16'-0" DINING ROOM BEDROOM 4 0 3608 OLD NORTH RD. ARCHITECT RD N N m FRANK UELLENDAHL t;-- P,O.BOX 316 GREENPORT, NY 11944 TEL 631-477 8624 OWNERS " 3'-2 1 2" 15-5 / — o Z JOHN & BETH WnENBERG 382 CENTRAL PARK WEST ED o N APT. 15R L . — . _ . — . — . — . — . — . — . — . — — . J ° NEW YORK, NY 10025 GAS RANGE REF. TEL 866-466 8765 Ej o GARAGE ElN ` � � �� F N N LIVING ROOM N o KITCHEN ❑ PANTRY D W � JEV a c 23'-3" 5-51/2" 3'-6" 12'-6" 22'-6" W o � Z DECK a 0 U T W N tr'] Z DATE: 11/13/2019 a SCALE: 3/16" = 1'-0" 3 c� EXISTING 1 ST FLOOR PLAN Z� DWG, NAME EXISTING 1ST FLOOR PLAN A-3 SCALE: 3/16" = 1'-0" o� DWG. NO U_ ®C ADDITION CRAWL SPACE LEGEND W TO THE Ii 11 =- 3/4" SUBFLOOR, NAILED AND GLUED 8'-9" M NEW WALL e X �------- , 2 10 FLOOR JOISTS 16 O.C. I - , i - IXISTING WALL R-23 STONE WOOL INSULATION (ROXUL) I ' ' ' ' ' ' ' I =__= DEMOLITION m n n l i r------p--� ' I v 2"X6 TREATED SILL I ; 2X10 C.J. ® 1s O.C. 2" CONCRETE DUST COAT 1 ; I PROPOSED i , I o 8 POURED CONCRETE WALL I � I I , I E W 1'-4" X 8" POURED CONCRETE FOOTING WITH I , I CRAWL SPACE I , I N 3- 5 REBARS - 3" ABOVE BOTTOM OF FOOTING 2 RAT su{B 5/8'X12' ANCHOR BOLTS @ 48 O.C. OPENING t7 32X32 BITUMINOUS DAMPPROOFING TO GRADE o SILL SEAL E! TERMITE SHIELD ?U ELT PANEL v RESIDENCE N Z W SOUTHOLD, NY 24'-0" 9'-6" ® J 3608 OLD NORTH RD. O , o o _ ARCHITECT -� FRANK UELLENDAHL I I� o o --� P.O.BOX 316 I 12x6 C.J. I �I I �5 GREENPORT, NY 11944 " W r_——1 TEL- 631-477 8624 1 10 12 O.C.1 I I� o BARRIER-FREE I I I I I �' o r___ ------� r----1 0 � OWNERS SHOWER ABOVE I I I C, — ___ I L--- i i� o -- _—_ — —� =s=__�-- ----f-- JOHN & BETH WITTENBERG N N �tP 7'-1" 7'-1" U 6'-10" "' _ 382 CENTRAL PARK APT.WEST 5R N — ��— o NEW YORK, NY 10025 o-_; 7 PROPOSED 2x6 STUD WALL @ 12" O.C. WITH DBL 2x6 TOP PLATE ® TEL 866-466 8765 EXT'G FINISHED EXISTING EXISTING 6 THICK RECREATIONAL ROOM o BASEMENT � �- GARAGE SLAB AT GRADE z i (UNHEATED) cli z SLOP SINK r R-23 STONE WOOL INSULATION ' BETWEEN F.J. EG ESS WINDOW o � o ON ao WINDOW WELL o / 11 OPENING 11 32X36cn 1 PROPOSED 1 ; 1 25L ® o AWNING CRAWL SPACE i o I i 32X16 2 RAT SLAB AWNING ' 1 12 12 N I I 32X16 I ; L--------- --------- -- -- —� I I 'Z : o ' / - , Z' Iz- � , : � xl � , : � , :J I i I DATE: 11/13/2019 TO SEPTIC TANK --------------------- ------------------ ----- =a SCALE: 3/16° = 1'-0° 36'-0" C-S STRENGTH = 3000 PSI AT 28 DAY ASTM PROPOSED C-94 READY MIX CONCRETE. (2 2x10 PERIMETER FRAMING—�j I FOUNDATION PLAN ALL FOOTINGS, FOUNDATIONS, ETC SHALL ALL AROUND DECK 1 DECK ABOVEa DWG, NAME REST ON UNDISTURBED SOIL. F T-i o FOUNDATION PLAN -- A-4 ALL FOOTINGS AND FOUNDATIONS SHALL BE I 1 1 FORMED. I I I ° " TRVD 4X4 POST ON SCALE: 3/16" = 1'-0" DWG. NO I I ILS` 7-0 7-0 8' DIA SONATUBE N L_J.J®--------®--------� -------® CONCRETE PIER -----------®------- " ADDITION ELECTRICAL LEGEND $ 9 LEGEND DD THE � DUPLEX RECEPTACLE OUTLET Fs7-51 SMOKE DEFECTOR o X7/77777 NEW WALL P-= QUADRAPLEX RECEPTACLE OUTLET co 1 CO DEFECTOR ® EXISTING WALL �2 W DEMOLITION oWP WATER PROOF RECEPTACLE OUTLET A TELEPHONE m F1 GROUND FAULT INTERRUPTOR OUTLET E8] TELEVISION, CABLE / FOYER I �; s - SURFACE MOUNTED CEILING FIXTURE O� CEILING FAN E❑ _ ; W Z SURFACE MOUNTED WALL FIXTURE � FLOOR RECEPTACLE OUTLET w I i W $ SWITCH R EXHAUST FAN $p DIMMER SWITCH LED STRIP LIGHTS FG F ❑ i F11 10IQ 4 ROUND HIGH HAT FIXTURE 5:F\ EXTERIOR LIGHT ❑ ❑ ❑ i Q21 DIRECTIONAL HIGH HAT TH, THERMOSTAT/RADIANT HEAT = W GFI F- --I GFI i = 1 DW 1 1 .0, I DOOR — REMOVED / W 36„ __ UP - RESIDENCE 23'-11” 11 9'-6" ®® o J6� 6'-7" J.I 8'-11" J J 6'-7" 3'-0" KITCHEN-J6J ®® N o SOUTHOLD, NY z3608 OLD NORTH RD. -'�— E❑ DEN pegdant — pegdant J POST o(2)2x4ARCHITECT ! r —————— ❑F ————— 3'X8' ISLAND i FRANK UELLENDAHL N P.O.BOX 316 �} — — GREENPORT, NY 11944 I I I __——___— —— — TEL• 631-477 8624 co I — W.I.CLOSET �' EW.I.CLOSEf I I I II OWNERS M.BATH ———————————— I ,,,,,/.//, shelves t ; � L I HW floor to match " o // E —0-elWq--_ 4-0 JOHN & BETH WITTENBERG " n 382 CENTRAL PARK WEST °� LIN.CL. ; ° I STORAGE ° (2)1.75 x14 LVL GIRDER—� CO APT. 15R // .a /% ,/ /////// /// ///// //// // track lighting © 3 NEW YORK, NY 10025 N 0 n / N CD a S p new pocket door P" AY TEL 866-466 8765 � 2868 ni I °� N 56° 56° CN nays 0���� ,,,,,,,,,,/, j 0 I 1 V r IE j LAUNDRY RM 14'-0" 2'-3" j 14'-0" ® y o KING — D pe dant (3)1.75 x14{�flush LVL FLITCH BEAM © G° -__ — _ — — —— ELECTRICAL LEGEND �� - $1-911 LEGEND ADDITION TO THE DUPLEX RECEPTACLE OUTLET D SMOKE DETECTOR I M s ® NEW WALL _ ® EXISTING WALL + QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR oWP WATER PROOF RECEPTACLE OUTLET 0 TELEPHONE C = DEMOLITION m Fl SURFACE MOUNTED CEILING FIXTURE pp® CEI�LINGI FA CABLE FOYER I N GROUND FAULT INTERRUPTOR O� ' C-s SURFACE MOUNTED WALL FIXTURE FLOOR RECEPTACLE OUTLET j w ILu $ SWITCH � EXHAUST FAN m lI N_ $D DIMMER SWITCH Hl LED STRIP LIGHTS © `rj EXT'G EXT'G 4 ROUND HIGH HAT FIXTURE � EXTERIOR LIGHT El DIRECTIONAL HIGH HAT TH. THERMOSTAT/RADIANT HEAT i i GFl f— GFl La DW I II •p 0 LL=� � RESIDENCE - u UP 23'-11" -- - ®® o 6'-7" z SOUTHOLD, NY ____ -.-.----- ®® KITCHEN �_ > 3608 OLD NORTH RD. �k-EXT'G `� D N � E❑ o CD pe dant pe dant I ' m ARCHITECT BENCH I I o FRANK UELLENDAHL -----N p -----i 3X8 ISLAND i 0 / P.O.BOX 316 I II I 1944 =_ __--_ - -= I - GRTEL 631-47718624 co EXT'G REF. I I r f W.I.CLOSET �' W.I.CLOSET I I II OWNERS I M.BATH I —_—__—————————— i 4'-0" A JOHN & 8E1H WITfENBERG .7 0e-LLIN.CL. I (2)1.75"x14" LVL GIRDERS CO 5'-0" 382 CENTRAL P�APKf•WEST 15R N 1w I IN - Y NEW YORK, NY 10025 r S D - TEL: 866-466 8765 F O / / \ �, O P co N 56" 0:4F �. N So 1 1 1 1 ��� 56" W _ _ / [V o \ 1 1 I I 14'-0" 2'-3" 14'-0" M LAUNDRY RM I n © KING' — / I pe dant (3)1.75 x14 }flush, LVL GIRDER —— Q- -- ---D - ---------- ---jz: �- IB c� MBR EXT'G T pe dant 6" DIA STEEL COLUMN `" a a . CLG.HGT.8-O BBQ OUTDOOR Z 9 � '`' EXT'G CEILING TO REMAIN SHOWER " " IF :D ® " " � Z o o Ho BIB ® ® o LR ADDITION 11.0® ❑� o D ❑D ❑D DOCLG.HGT.=8-0 EGRESS co i� W N 6'-3 1/2" n n n n n n n 6'-2 1 2" n " co coN /� \ /�—�\ N N N / 2-8 2-8 2-8 2-8 / 5'-7 3-11 3) 1.757x9: /LVL HEADER \\ / (3) 1.75'x9.5�\V&,111EADER DATE: 11/06/2019 © A2 © P © Al © kALE: 316p = r- DKI s—10 1/2 n s,—10 1/20 PROPOSED 36'-0" 1 ST FLOOR PLAN N DECK -Q ' DWG. NAME PROPOSED 1 ST FLOOR PLAN A-5.1 SCALE: 3/16" = 1'-0" o DWG. NO U ADDITION CRAWL SPACE ' 'nil , ' LEGEND W TO THE I I7 FS 3 4" SUBFLOOR NAILED AND GLUED I ' 1 8-9" �' ' ' ' NEW WALL 2 10 FLOOR JOISTS @ 16 O.C. W " I �--------- I EXISTING WALL DEMOLITION R-23 STONE WOOL INSULATION (ROXUL) I ' ' ' ' I =__= J m I / r---- 0 1 I U 2eo"X6n TREATED SILL I , 2X10 C.J. @ 16 o.c. ; I n 8" POURED CONCRETE WALL i PROPOSED i ; i W „ „ I , i CRAWL SPACE 1 -4 X 8 POURED CONCRETE FOOTING WITH I 2 RAT SLAB I I N 3�5 REBARS — 3 ABOVE BOTTOM OF FOOTING I ' OPENING 1 5/8 X12 ANCHOR BOLTS @ 48 O.C. 32X32 BITUMINOUS DAMPPROOFING TO GRADE ,, ; SILL SEAL ELT PANEL o TERMITE SHIELD c=; N N RESIDENCE z z SOUTHOLD, NY 24'-0" 9'-6" `�' J 0 3608 OLD NORTH RD. / ti rz o 0 ---� F / m ARCHITECT E- W FRANK P.O LLENDAHLL .BOX 316 I C.J.x6 11I I GREENPORT, NY 11944 ,� r---1 TEL' 631-477 8624 11@ 12" O.C.1 BARRIER-FREE I I 1 IC= F I o ® , , , , , , ——— OWNERS SHOWER ABOVE I I I� ;' ' ' ' ' ' ' ' ' ' ' ' ------- — _�______--- ---- -- ---- _---�_---�-- -----�-- ' CID N " -1^ " BERG `" I I o J382 CENTRAL PN I I 11 �, 7-1 7 6-10 ARKWEST I I� APT. 15R N j�� o Y NEW YORK, NY 10025 ' == -- -- -- =amm--s�--=-� o TEL: 866-466 8765 "' PROPOSED 2x6 STUD WALL @ 12" O.C. WITH DBL 2x6 TOP PLATE 421 o g N _ EXT'G FINISHED EXISTING �L c RECREATIONAL ROOM BASEMENT4"'�q EXISTING 6 THICK o N '; o GARAGE SLAB AT GRADE o �, C I (UNHEATED) ccm ocm �, >� ' Z � SLOP SINK R-23 STONE WOOL INSULATION o /r / ' ® C= t o W BETWEEN F.J. EGJESS WINDOW o , U 17,11-777-7717717177, , % / / % / / % / / ' , / 77/7,777-7/7,7777 % / / % ' / , / ' ' / ' , / / Edf 1 V cl- / o / I % I OPENING I ' I Sri WINDOW WELL / 1 1 32X36 1 I _ W I I ' I I 1 � 1 PROPOSED Nm I , i o I ' I AWNING CRAWL SPACE / 32X16 ' / I 1 0 2 RAT SLAB 1 —�m AWNING 1 I TBsJ�_ C14 i I 32X16 1 I I I ; L--------- ----------------------------------� 1 I , I / , / 77,77,77/7" / , / , / , / , / , / , / , . , / , I �� DATE 11/13/2019 TO SEPTIC TANK --------------------- ------J ------------------ as SCALE: 3/16° = V-0" 36'-0" 3=2E PROPOSED STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ¢ FOUNDATION PLAN ALL FOOTINGS FOUNDATIONS, ETC SHALL (?� 2x10 PERIMETER FRAMING I N� nLL AROUND DECK I ' DECK ABOVE � DWG. NAME REST ON UNDISTURBED SOIL. r-T—I o FOUNDATION PLAN -- N A-4 ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. ' ' I " ' TRT'D 4X4 POST ON X SCALE: 3/16" = 1'—O" U 2 W. NO I I I A 7-0 � 7-0 I I 8 DIA SONATUBE N L1_®-----------------® -------® CONCRETE PIER -----------®------- W ADDITION IIX TO TH E o WJ XJ W D W 2X10 BEAM y 2X8 RAFTER ASPHALT SHINGLES TO MATCH EXT'G HOUSE 0 HURRICANE CLIP RAFTER EA. V-411 RESIDENCE = SOUTHOLD, NY z 3608 OLD NORTH RD. 0 m ARCHITECT + + + + + + + + + + o FRANK UELLENDAHL u +++++ ++++++++++++++ tE P.O.BOX 316 1 -8 ROOF + + + + + + + + + OVERHANG +++++ ++++++++++++++ GREENPO31 NY 11944 TEL 631-477 8624 +++++ ++++++++++++++ + + + + + + + + + + - OWNERS (2) 1.75"x9.5" LVL +++++ ++++++++++++++ - • — • — •— • — -�— • — — •— • —� —� PERIMETER BEAM +++++ + + + + + + + — — — — — —o JOHN & BETH WraNBERG + + + + + + + + + + - - — - 9-38nEM PARK WEST — WRAP D / VERSATEX +++++ ++++++++++++++ APT. 15R +++++ ++++++++++++++ Y NEW YORK, NY 10025 + + + + + + + + + + + + + + + +++4 TEL 866-466 876 00 +++++ + + + + + + + O i +++++ ++++++++++++++ e \ UC r A 4x4 TRT D POST +++++ + + + + + ++++ WRAPP D w/ VERSATEX + + +++++++++++ ++4 _ + + + + + + + + + + + + . . + + + + + m Y 'p +++++ + + + + + + + + f � 77•d + + + +++++++ + + +++++++4+ + c Q + + + + + + + + + a, Jt� 5/4x6 IPE DECKING + + + + + + + + + + + + + + + + + + + + + + LLA + + + + + + + + + + + Z � s 2x12 TRT'D DECK JOISTS @16" O.C. o I N INSECT SCREEN 5.25" x 11-7/8" TRT'D GLULAM BEAM • STRAPPED TO EACH FLOOR JOIST CB612 COLUMN BASE WITH CORROSION PROTECTION o DATE: 11/13/2019 :z0 CEDAR LATTICE APRON (SQUARE) I W SCALE: 3/8° = 1'-0° 12.4" DIA. POURED CONC. FOOTING I 3 z SCREENED PORCH CROSS RIGID PLASTIC FOOTING FORM } SECTION B-B BIGFOOT SYSTEM, MODEL BF28, RING DIAMETER D6 - _._._.i Dwc. NAME SECTION B-B A-7 SCALE: 3/8" = 1'-0" f DWG. NO U 2X8 DECK JOISTS ® 16" O.C. , m ADDITION 10'-0" 2'-8" W DECK W 5/46 IPE DECKING � m Jx QWp z rRVD---------- -- 7'-4 1/2" T �p�eI o�® 16" O.C. 8 HIP JACK. ® 16" O.C. RESIDENCE HITE PAINTED WHITE SOUTHOLD, NY I J 3608 OLD NORTH RD. SCREENED PORCH i o ARCHITECT 1 5/46 IPE DECKING i o FRANK UE fNDAHL I 1 tE P.O.BOX 316 4-0"I i o GRLP631'-477186 4 i I M OWNERS I I o JOHN & BEM WMNBERG 382 CENTRAL PARK WEST APT. 15R Y NEW YORK, NY 10025 TEL 866-466 8765 PORCH PLAN z—I SCALE: 3/16" = 1'-0" 1 15-71/2" I � LIE 1 1@4L 12.4 DIA. POURED CONC. FOOTING ® j RIGID PLASTIC 11FOOTING FORM M � � Ole- 1 BIGFOOT SYSTEM, MOD L BF28, RING DIA.D6 I o 21 6 - I N I 3 2x12 TRT'D DECK JOISTS @ 16" O.C. Z I K, o' 12" I N 1 5.25 x -7/8' TRT'D GLULAM BEAM I o STRAPPED TO EACH FLOOR JOIST o I DATE: 11/13/2019 14'-6 1/2" a SCALE: 3/16" = 1'-0" I _ PORCH PLAN F---- o FOUNDATION PLAN SOUTH ELEVATION ---- 4z! W. NAME I I j t PROPOSED SOUTH ELEVATION PORCH FOUNDATION PLAN" Z DWG. NO A-8 SCALE: 3/16 = 1 -0 SCALE: 3/16 = 1 -O U ADDITION TO TH E Z W CD FE] ❑ ......E0 RESIDENCE ..... ....... ..... SOUTHOLD, NY X X. >- 3608 OLD NORTH RD. g ARCHITECT ❑ ❑ Ll I 0FRANK UELLENDAHL Ll . ....... ..... ...... tF= P.O.BOX 316 S2 ......... GREENPORT, NY 11944 ...... TEL 631-477 8624 .. ...... . ...... 0=4 OWNERS JOHN & BETH WnTENBERG 382 CENTRAL PARK WEST Aff. 15R PROPOSED REAR ELEVATION NEW YORK, NY 10025 SCALE: 1/8" l'-O" TEL: 866-466 8765 D All 14 A N24 IF] 52 "INN FE-11 Ll FE] Ck� 0 00 LJL Ila o DATE: 11/13/2019 SCALE: 1/8' = l'-O' PROPOSED FRONT AND REAR ELEVATIONS PROPOSED FRONT ELEVATION DWG. NAME �E A-9 SCALE: 1/8" = l'-O" o DWG. NO ADDITION W TO THE EBW 24 n z ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE URRICANE LIP W I TYPICAL. N N CD IL 3 W W RAFTER TO TOP PLATE RESIDENCE SIMPSON 1-12A HURRICAN EADER LATERAL AND SHEAR CONNECTION CLIP NAILED. FROM z SOUTHOLD, NY RAFTER TO STUD. - PROVIDE 8d COMMON CD NAILS ® 4" O.C. AT FOR B FF WALL HEIGHT J 3608 OLD NORTH RD. TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL 4-8d COMMON NAILS (TOENAILED) REQUIRED Z 5 - 8d NAILS EACH END SHEATHING. IN EACH RAFTER AND TOP PLATE s ARCHITECT 12 FRANK UELLENDAHL APA RATED PLYWOOD TO tE P.O.BOX 316 EXTEND TO TOP OF TOP UPLIFT STRAP CONNECTION REQUIREMENT GREENPORT, NY 11644 PLATE. ROOF TO WALL TEL 631-477 8624 FOR 14 Fi ROOF SPAN OWNERS 5-8d COMMON NAILS IN EACH END OF 1-1/4" X 20 GAGE STRAP OR HURRICANE CUP JOHN & BETH WIITENBERG 382 CENTRAL PARK WEST APT. 15R YORK, W UPLIFT STRAP CONNECTION REQUIREMENT NEW TEL 866-466187765 WALL TO FOUNDATION o (2) 1 1/4" WIDE - 20 GAGE FOR 14 FT ROOF SPAN METAAL STRAPS AT DOORS FOR 5-8d COMMON NAILS IN EACH END OF HEADER TO STUD CONNECTION 1-1/4" X 20 GAGE STRAP AND FOUNDATION TO STUD CONNECTION PROPOSED 1 1/4" WIDE — 20 GAGE ETTAL STRAP ® 48" OC. SILL PLATE TO FOUNDATION ANCHOR BOLT od i 1 ST FL ADDITION MAXIMUM. CONNECTION RESISTING LATERAL & SHEAR LOADS z j ACQ SILL PLATE Z 2 TOP OF FOUNDATION 5/8" ANCHOR BOLT ® MAX. 72" O.C. OR 1/2" ANCHOR BOLT @ MAX. 46° O.0Zzz � W WRAP + NAIL STRAP SILL PLATE TO FOUNDATION ANCHOR BOLT ( 4 - 4d NAILS ) CONNECTION RESISTING UPLIFT 3 AROUND SILL PLATE m AT ANCHOR BOLT 1 1/4" WIDE - 20 GAGE R.O. FOR 8'-0" SLIDING DOOR MAXIMUM ANCHOR BOLT SPACING: 72 INCHES METAL STRAP ® 48" OC. WITH TRIPLE JACK STUDS 5 - 8d NAILS N NAIL SHEATHING TO SILL PLATE o 8d NAILS ® 4" O.C. CRAWL SPACE.r, �, D o 2 x 6 ACQ SILL PLAG ° d-' d DATE: 11/13/2019 (2) #4 REBARS ,; ALUMINUM TERMITE FLASHING SCALE: N.T.S. 5/8" X 12" A.B. ® 48" OC. ° pIN CONNECTORS 2" RIGID INSULATION '/ ;; w/ 3"x3 x3/16' FENDER WASHER. p p 3 N 2" CONC. SLA (max. 12" from end of sill plates) pd d d p °� ° pd d p D u pCRITICAL PATH ¢ 8" P.C.FOUNDATION / • :; W/ 1'-4" X 8" CONT. FTG. N o p za DWG. NAME SECTION (3) #4 REBARS p D p ° EL'EVATION ° p ° CONNECTIONS A-10 CD DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH U� ' ADDITION a FRAMING NOTES NAILING SCHEDULE TABLE 3.1 — WFCM m TO THE Joint Description Nail Sizes Nail Spacing o / 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED LU ./ DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING BETTER. X Rafter to Top Plate Toe— ailed) — all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceding Joist to Top late Toe—nailed n/p per joist MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ra er (Fa e—nailed) n a each lap Ceiling Joist Laps ov r Partitions Face—nailed) n/a each lap W 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter Face-nailed) n/a per be EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blacking to Rafter ( o —nailed 2 — 8d each end / Rim Board to Rafter (eEnd—nai ed) 2 — 16d each end PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING W 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed) 2 — 16d ' per foot CD g WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at Jntersection� Face—nailed) 4 — 16d joints—each side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud (Face—nailed 2 — 16d24 o.c. " MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges RESIDENCE 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud Z SOUTHOLD, NY AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud 2 — 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR J 3608 OLD NORTH RD. 0 CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d ''Z per foot ARCHITECT 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING o FRANK UELLENDAHL stairs etc. ) OR AS NOTED ON DRAWINGS. IsE P.O.BOX 316 Joist to Sill Top Plate or Girder (Toe—nailed) 4 — 8d per joist GREENPORT, NY 11944 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridgin to ,foist Toe—nailed 2 — 8d each end TEL 631-477 8624 PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe—nade 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block OWNERS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (Face—nailed) 3 — 16d each joist Joist on Ledger to earn (Toe—nailed) 3 — 8d per joist JOHN & BEM WnTENBERG WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist(End—nailed) 3 — 16d per foist 382 CENTRAL PARK WEST "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d ' per foot APT. 15R NEW YORK, NY 10025 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING TEL 866-466 8765 BUILDING CODE AS A MINIMUM, ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone `} ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of gyp. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" of npa'nel2 o.c. interior �c,�'�`�,� " Diagonal Boar, Sheathin / �� . O.C. EXTERIOR EDGES AND 6 d ® 12 o.c. 1" x 6 or 1 x%. 2 — 8d per support �� �'" INTERMEDIATE. 1" x 10" or wider 3 — 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING _ I AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7" edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE , W, 2 �r ts� f CD AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING — CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels 8d 6" edge / 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field W CONNECTIONS. 25 / 32" 8d 3" edge / 6" field s z 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL psum Wallboard 5d 7" edge / 10" field PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Hardboard 8d 6" Gyedge / 12n � field _ HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12 field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing 2 STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 — 8d per support BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 — 8d per support o HANDLING, STORAGE, AND ERECTION OF z�o COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING RECOMMENDATIONS. d DATE: 11/13/2019 Structural Panels o SCALE: N.T.S. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less " 8d 6" edge / 1Z" field W GALVANIZED MACHINE BOLTS ® 12" O.C.. greater than 1 10d 6 edge / 6 field 3 FRAMING NOTES Diagonal"Board Sheathing " Nailing Schedule 1" x 6"10" or 1 x 8 2 — 8d per support 12 " 12 0 12 0 12 0 or wider 3 — 8d per support DWG. NWAIF OR: TRUSSLOK CONNECTORS BY 'FostenMaster' @ 16" O.C. Nailing requirements are based on wall sheathing nailed 6"on—center at the panel edge. If wall sheathing is nailed o N 3" on—center at the panel edge to obtain higher shear capacities nailing requirements for structural members shall A-11 be doubled , or alternate connectors , such as shear plates , shad be used to maintain the load path. �' DWG. NO 2 When wall sheathing is continuous over connected members , the tabulated number of nails shalt be permitted to o CD 16" 6 be reduced to 1 — Mid nail per foot. ®�