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HomeMy WebLinkAbout46908-Z �osuFfotKcoG Town of Southold 8/14/2022 o y� P.O.Box 1179 `n z 53095 Main Rd 'ifj ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43322 Date: 8/14/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 810(aka 611) Linnet St, Greenport SCTM#: 473889 Sec/Block/Lot: 48.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/9/2021 . pursuant to which Building Permit No. 46908 dated 10/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement covered front porch with deck above and rear deck as applied for per ZBA#7473, dated 3/18/2021. The certificate is issued to Scally,Brian&Ors. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1259 9/9/2021 ELECTRICAL CERTIFICATE NO. 46908 5/6/2022 PLUMBERS CERTIFICATION DATED 6/8/2022 Dai Zappu A orized Signature osiiEEa� TOWN OF SOUTHOLD BUILDING DEPARTMENT 2 z TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46908 Date: 10/1/2021 Permission is hereby granted to: Scally, Brian 9 Violet Dr South Huntington, NY 11746 To: demolish and reconstruct a single-family dwelling as applied for per ZBA & SCHD approvals. At premises located at: 810 Linnet St, Greenport SCTM #473889 Sec/Block/Lot# 48.-3-13 Pursuant to application dated 9/9/2021 and approved by the Building Inspector. To expire on 4/2/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,049.20 CO-NEW DWELLING $50.00 Total: $1,099.20 Building Inspector pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 OU�'�,�` BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brian Scally Address: 810 Linnet St AKA 611 city,Greenport st: NY zip: 11944 Building Permit#: 46908 Section: 48 Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Home Owner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 57 Ceiling Fixtures 12 Bath Exhaust Fan 2 Service 3 ph Hot Water Elec. GFCI Recpt 7 Wall Fixtures 6 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 5$ CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt elec Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 2 Switches 3$ 4'LED 1 Exit Fixtures Pump Other Equipment: Fridge, Oven, Micro / Hood, DW, W/D, 200A Panel 40 Circuit/ 37 Used, 100A Panel 8 Circuit/ 8 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: r Date: May 6, 2022 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • Southold,NY 11971-0959 BLTILDING DEPARTMENT TOWN OF SOUTHOLD -C-E-R.T-I F LC AXIL N: Date; Building Permit No. ........... �G b -Owner: (Please ) (Please.print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. _- Sworn to before me this day of (il/l.Q 20 �• Notary Public, _- -- CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2 OE SOUTyolo l # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION.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: DATE l I 'INSPECTOR vs OGlyO6 6� /A L/' 8/0 * # TO UTHOLD ILDING DEPT. °�ycourm '' 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: DATE /�?�22 INSPECTOR - * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST WFUGH PLBG. [ ] FOUNDATION 2ND ANSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ =] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: 1/Qi I 2,5J2022.DATE INSPECTOR /1 G to OF SOUTgolo L I l vm . # TOWN OF SOUTHOLD BU,LDIN EPT. co 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ,] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Na ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: %-DW ' A(/ . r A"Q0.P?-0�ra-�e r-o'v r f cz, DATE 2 'LZ INSPECTOR hO�aOF SO(/lyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �yIrmo, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULA1TrrIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: n L4 lo� r/IJ�Pti/ Sly on V T DATE S 3 -2Z INSPECTOR OF SOUIyo� Lq &qa NMC— =� plc # # TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O V, Nl5u� REMARKS: ' 1r%/�/ l� � � �' �"r c� DATE o INSPECTOR �:, �'k1 '1 7 }' .� .#,' .. �!':. [ !�y T �� �, r �• - .�. :. �; __ .. . S,: 1 1� /� ` �; ; � ' ..� c ,�, „ � .; 'E ,, �� , f. a w�a � J � -� ` �, . � Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 611 Linnet Street Gr p rt, Y1 4 _ Test Date 4/29/2022 Building Permit#: 46908 � �Cd C/ pliance Pathway Performance Test Completed by: Christopher Silvia MAY 1 0 2022 SNET Rater ID# 4150294 Home Energy SolutioR NATE ID# 187 East Main Street BUILDING DEPT. ICC ID# TOWN OF SOUTHOLD Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if Floon Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawi Space 1st 957 8045 Q Sealed Attic nd 2 816 7344 *The conditioned floor area of dwelling Is calculated in 3`d accordance with ANSI 2765,except that conditioned floor Attic 5554 ' ar udes areas here the ceiling height is less than 5 Total Volume 20943 CFM @50 pa 884 Air changes/hr@50 a 2.53 Code Compliance: Pass Duct Tightness: Post Construction e - otal eaka System-1: 1st Floor Duct Location Basement Floor Area 957 Leakage CFM @ 25pa 37.8 CFM/100 ftZ CFA 3.95 Code Compliance: Pass System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA NIA Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightiness testing has been.verified using Instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New.York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. 1004, Signature: Date: 4/29/2022 Christopher Silvia,Rome Energy Solutions FIELD INSPECTION REPORT DATE COMMENTS QFOUNDATION(IST) ------------------------------------ FOUNDATION'(2ND) : " . z ROUGH FRAMING;& y PLUMBING . rn,su, INSULATION.PER N.Y. STATE ENERGY CODE {�^ V S FINAL. ADDITIONAL CO NTS a4 0 � ' 5-L-aa 60. - --a-a. Aj z FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 23, 2020 TO: Joseph Travaglia(Giovanelli) 20 Watergate Lane Patchogue,NY 11772 Please take notice that your application dated November 25, 2020: For permit to: demolish and reconstruct a single-family dwelling at: I Location of property: 810 Linnet Street, Greenport, NY County Tax Map No. 1000 - Section 48 Block 3 Lot 13 Is returned herewith and disapproved on the following grounds: i i The proposed construction, on this nonconforming 6a-4-4-sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a maximum lot coverage of 20%. The survey notes a front yard setback of 15.3 feet and the plan shows the lot coverage at 26.9%. i Authorized Signature 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. BOARD MEMBERS 0 SO Southold Town Hall * Leslie Kanes Weisman,Chairperson 53095 Main Road-P.O.Box 1179 Patricia Acampora O Southold,NY 11971-0959 Eric Dantes Off-ice Location: Robert Lehnert,Jr. Town Annex/First Floor, -54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov F7- ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD 9 12-:01 I'M Tel.(631)765-1809-Fax(631)765-9064 MAR 2 4 2021 LJ MAR 3 0 2021 S® hold Town Clerk DELIBERATIONS AND DETERMINATION MEETING OF March 18,2021 ZBA FILE. 7473 NAME OF APPLICANT: David Zappipla PROPERTY LOCATION: -8-1-0-L.in'net-Street,Greenport;NY SCTM-No.48-3-13 SEORADETERMINATIOMT-he Zoning-:Board of Appeals has visited the property-under consideration in'this' ­ I �* : - . application and deterinineg-that this.review-falls tinder the e IT category of'the State's Type gory List of Acti6ns, without. further steps under-SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE; This application was referred as required under the Suffqlk COU'rity,Administrative Code Se_cticiins A 14-14 to 23,and the Suffolk County Department of Planning issued its repay. dated January 20,2021 stating that-'this-application is considered a matter for I&dl d6wmiriatiion as there appears: be no significant county-Wide or inter-community impact. LWRP DETERMINATION: The relief; permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION.! The subject property is a 6,277.799 sq. ft.parcel located in an R-40 Zoning District. The property has a 50.17 feet frontage on Linnet Street along the northerly property line,,then turns south o___ for 125.21 feet to rear lot line, where it runs 50.11 feet east before returning 125.2 feet north back to Linfiet Street. The property is improved with and existing one-story dwelling,and a two-story frame garage with apartment above as shown on survey prepared by Treimane A.Eason,L.S.,dated September.17,2020. The second floor of the garage is a legal apartment. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's December 23, 2020, Notice of Disapproval based on an application for a pen-nit to demolish and reconstruct a new single-family dwelling;at 1)located less than the code required minimum front yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; located at: 810 Linnet Street,Greenport,NY. SCTM No. 1000-48-3-13. RELIEF REQUESTED: The applicant requests variances to demolish and reconstruct a single-family dwelling with a front yard setback of 15.3 ft where a 35 ft minimum is required, and a 26.9% lot coverage where a maximum of 20% is required. 1 Page 2,March 18,2021 97473,Zappulla SCTM No. 1000-48-3-13 ADDITIONAL INFORMATION: As per testimony from the owner's representative, the house is not being fully demolished,and the improvements are interior renovations with a new second floor over the existing footprint. The owner has applied to the Building Department for a Pre-CO for the as built dwelling and the garage with a legal apartment on the second floor has at pre-CO. The house is attached to the Village of Greenport sewer system,so no sanitary permits are required. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 4, 2021 at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,-and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable-change in the character of the neighborhood or a detriment to nearby properties. The.majority of this project is for a secon&floor addition over an existing dwelling with a non-conforming front yard setback.This neighborhood has many two-story houses,and the proposed addition will be taking place within the existing footprint of the house. Therefore,the character of the neighborhood will not change: 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to puisue,other than an area variance. Due to the location and size.of the existing house-and the . accessory. garage,.any additions,,even a.second floor as proposed would require setback and lot coverage-relief . 3. Town-Law 4267-b(3)(b)(3): The variances granted herein are mathematically substantial,representing 50Y relief from the code for the front-yard,setback and 340/6 relief from the code for the lot coverage. However,the structures on the property currently exist with the benefit of pre-certificates of occupancy, and the proposed-second'floor addition to the dwelling will maintain the pre-existing non-conforming,front yard setback and lot coverage. In. addition, there are numerous lots in the neighborhood with non-conforming front yard setbacks and lot coverage. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The . applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a proposed second floor addition while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, t0 GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans (Sheets A-1, A-2, A-3 and A-5 thru A-8)prepared by Thomas Reilly, P.E. last revised January 21,2021. ti Page 3,March 18,2021 #7473,Zappulla SCTM No. 1000-48-3-13 Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)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 nonconfortnities under the zoning code. This action does not authorize or condone any current orfuture use,setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing.conditions are met,-and failure to comply therewith will render this approval null and void. The Board reserves.the right to substitute a similar design that is de minimis in nature for- an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the 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-_liree-(3)aonsecuffive one (1)year terms. Yote of the Board.- Ayes:Members Reisman (Chairperson),Acampora, Dantes, Lehnert, and Planamento This Resolution was duly adopted(5-0). eslie Kane Weisman, Chairperson Approved for filing .�/ f /2021 �o��g11fF0(,��o Gyre BUILDING DEPARTMENT-Electrical Inspector H a TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802-FAX(631)A7� Temporary Certificate # //A Date 2021 Customer Name v Electrician Name �1?14 y� Address JJ L.1 AItler— Phone e-mail 61?,L6f� e-mail d—o&� J,2AU 6.1 m IP/ Phone 3( - 3 . � �G License# Size mo A Phase Over Underground TZC#�of Meters Remarks _jZ � Sr� � / / #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verif' i is valid for 90 d e above. Authorized by �t1FF C E Q UILDING DEPARTMENT-Electrical Inspector ®� TOWN OF SOUTHOLD CT 2 4 2021 Hall Annex- 54375 Main Road - PO Box 1179 0 • '' UILDING DEPT. Southold, New York 11971-0959 N OF SOUTHOLD Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.aov seandt�southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Informapon Required) Date: - :2a _ a Company Name: Electrician's Name: K L I A License No.: Elec. email: Elec. Phone No: 1 request an email copy of Certificate of Compliance Elec. Address.: Li tiNe 57 Olt r JOB SITE INFORMATION (All Information Required) Name: �� ,2A�li4 L c --s-0 C Address: ` L ,�, �� -7 e o"Lz Cross Street: Phone No.:'---- Bldg.Permit o.:'---_Bldg.Permit#: 0 $ email: SFr (2w,n LA eq aL -caM Tax Map District: 1000 Section: 6 4 S Block: 63 Lot: ( 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): )e lil p -S-&-icv<< ("�u,.�, o F 5 rl-e-. e7 -rtecT Fort Co NCz t•?ev�v U o r� r Square Footage: I gaj D Circle All That Apply: Is job ready for inspection?: ✓rYES❑NO F�Rough In ElFinal Do you need a Temp Certificate?: D`YES❑NO Issued On PD1219121 --e Temp Information: (All information required) Service Sizet�fl Ph 03 Ph Size: 490 A #Meters� Old Meter# ❑New ServiceOFire ReconnectOFlood ReconnectOService Reconnect OUnderground verhead # Underground Laterals 1 2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION - 1 C E � UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD a � CT 2 4 2021 101FIall o Annex - 54375 Main Road PO Box 1179 �✓ UILDING DEPT Southold, New York 11971-0959 N OF SOUTHOLD Telephone (631),765-1802 - FAX-(631) 765-9502 1 " rogerr�southoldtownny.aov — seand(a�southoldtownnygov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: _ 22 Company Name: Electrician's Name: Q.A License No.: Elec. email: Elec. Phone No: -K 1 request an email copy of Certificate of Compliance Elec. Address.: (,t.v.�e� 57 �L��-ti oA l JOB SITE INFORMATION (All information Required) Name: A VA L C4 "So C Address: ` �� -r Cross Street: e- Phone No.:� ----, 6-1 ( %77 f,'t b Bldg.Permit#: ��.40 ? email: f w,�_'.1✓� Tax.Ma District: 1000 'Section: ®'� Bloek: a _ 3 Lot: ( 3 BRIEF.DESCRIPTION OF W.ORK,]N.CLUDE SQUARE FOOT¢AGE-.(Please Priht Clearly): -- r -54 4—el oec'r.)) or fFOX tf Square Footage: Circle All That Apply: Is job ready for inspection?: AYES❑NO Rough In ❑ Final Do you need a Temp Certificate?: D`YES❑ NO Issued On Temp Information: (All information required) Service Size o 1 Ph❑3 Ph Size: jBo A #Meters� Old Meter# ❑New ServiceQFire Recormect[]Flood Reconnect®Service Reconnect®Underground verhead 1' # Underground Laterals 0 1 M2E] H Frame M Pole Work done on Service? Y ON ----------., Additional Information: PAYMENT DUE WITH APPLICATION nor 1 v� i :sluawwoD • :1e1DadS. Om aneH, sdwd asitias PDOH HV , ... .. _..... 1 wo �aisueai a uo. sa�ouiS MCI . 4/M uanp �s,neyx3 a0 ,is . . _ e sll Do s M H saDuoDS a:)ejanS slallno sa ��iM Ir "4 I saappy #lINU3d _ j PAL G April 14, 2021 G? EA 1838 NPO MAY 1 2022 BUILDING DLp-j To OFSOUTHO 236 THIRD STREET Suffolk County Department of Health Services LD GREENPORT, NY 11944 360 Yaphank Avenue Yaphank, NY 11980 Tel (631) 477-0248 Fax: (631) 477-1877 MAYOR Re: JOSEPH TRAVAGLIA GEORGE W. HUBBARD, JR. 611 LINNET STREET EXT. 215 Greenport, NY 11944 Tax Map ID# 1000048000300013000 TRUSTEES JACK MARTILOTTA DEPUTY MAYOR To whom it may concern: MARY BESS PHILLIPS The sanitary sewers, appurtenances, and sewage disposal facilities for PETER CLARKE the above-mentioned structure have been inspected by the Greenport JULIA ROBINS Sewer District and found to be satisfactory. VILLAGE If I can be of any further assistance, please contact me at (631)477- ADMINISTRATOR 0248. PAUL J. PALLAS, P.E. EXT. 219 Yours truly, CLERK SYLVIA PIRILLO, RMC EXT. 206 , TREASURER, Adam Hubbard ROBERT BRANDT EXT. 217 Village of Greenport Waste Water Treatment Department 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 ISA Wbal I A Date Receivelcf V V For Office Use Only A 7u PERMIT NO. Building Inspector: NOV 5 2020 Applications and forms must be filled out in their entirety. Incomplete '' applications will not be accepted. Where the Applicant is not the owner,an DP' Tc, �-aZ" P-j. Owner's Authorization form(Page 2)shall be completed. -'7 Date: /(- It ,OWNER(S)OF PROPERTY:. Name: SCTM#1000- 6� Phys*ical Address: -e&,,A- Pot T C6 Phone#: �g 37 � Email: er 0 L - cow Mailing Address: 70 L,,/A 1CIL A I C Lx A-,,, Pa & H e I L,..-- A--L /1771 CONTACT PERSON: Name: Sa.-It 4_5 +Add-- Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTIONOF PROPOSED CONSTRUCTION ONew Structure [?"A"ddition 2'A'lteration KRepair 0Demolition Estimated Cost of Project: Elother $ /<'a 1 C00 Will the lot be re-graded? E]Yes NO Will excess fill be removed from premises? D'Yes 12<0 PROPERTY INFORMATION Existing use of property: Re,-?1'04,jtIntended use of property: ��� Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes L�TIVo IF YES, PROVIDE A COPY. The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): h 12Av,43 l« []Authorized Agent 216wner Signature of Applicant: - Date: STATE OF NEW YORK) SS: COUNTY OF c CO being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)allve named, (S)he is the �l (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 Notary "ublic > Monique St"b Notary Public,State of New Yolk No.O1ST6402913,Suffolk County Commission Expires Jan.13,2024- (Where 3,2024(Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Cf Ll -- 2U Owner's Signatug Date DWI, ( V t Print Owner's Nam 2 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York,County of Suffolk,ss: State of New York,County of ,ss: On the �� day of November in the year 2020,before me, the On the day of in the year , before me, the undersigned, personally appeared Laura Clark, personally undersigned, personally appeared , personally known to known to me or proved to me on the basis of satisfactory me or proved to me on the basis of satisfactory evidence to be evidence to be the individual(s) whose name(s) is (are) the individual(s) whose name(s) is (are) subscribed to the within subscribed to the within instrument and acknowledged to me instrument and acknowledged to me that he/she/they executed. that he/she/they executed the same in his/her/their capacity(ies), the same in his/her/their capacity(ies), and that by his/her/their and that by his/her/their signature(s) on the instrument, the sigriature(s) on the instrument, the individual(s), or the person individual(s), or the person upon behalf of which the upon behalf of which the individual(s) acted, executed the individual(s)acted,executed the instrument. instrument. CTARY PUBLIC NOTARY PUBLIC DAVID J.JANNUZ_ZI Notary Public, State of New York No. 02JA6052585 Qualified in Suffolk County Commission Expires Dec. 26,2.0 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State of New York,County of ss: State of Massachusetts,County of ss: On the day of in the year , before me, the On the day of in the year 2019, before me, undersigned, a Notary Public in and for said State, personally the undersigned personally appeared Jeffrey M. Pflum appeared , the subscribing witness to the foregoing personally known to.me or proved to me on the basis of instrument, with whom I am personally acquainted, who, being satisfactory evidence to be the individual(s) whose name(s) is by me duly sworn, did depose and say that he/she/they reside(s) (are) subscribed to the within instrument and acknowledged to in (if the place of residence is in a city, include the street me that he/she/they executed the same in his/her/their and street number if any,thereof);that he/she/they know(s) capacity(ies), that by his/her/their signature(s) on the to be the individual described in and who executed the instrument, the individual(s) or the person upon behalf of which foregoing instrument;that said subscribing witness was present the individual(s) acted, executed the instrument, and that such and saw said execute the same; and that said witness at individual make such appearance before the undersigned in the the same time subscribed his/her/their name(s) as a witness (add the city or political subdivision and the state or thereto. country or other place the acknowledgement was taken). NOTARY PUBLIC NOTARY PUBLIC Executor's Deed COUNTY:Suffolk TOWN/CITY:Riverhead Jeffrey M.Pflum,Executor of the Estate of William J.Pflum TO PROPERTY ADDRESS:44 Brookside Avenue,Jamesport Pflum Family Revocable Trust,Margo M.Pflum,Trustee SECTION:089.00 Title No. BLOCK:01.00 LOT:054.000 RETURN BY MAIL TO: DISTRIBUTED BY /1vi �� v/le, JUDICIAL TITLE T: 800-281-TITLE F: 800-FAX-9396 ,x ' NS/ 117u/ —Executor's Deed—Individual or Corporation(single sheet) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the f day of November,in the year 2020 BETWEEN Laura Clark residing at 326 Fifth Street, Greenport,New York residing at appointed by Decree dated November 10,2020 at the Surrogates Court of the State of New York in and for the County of Suffolk under File No.2020-2554 as Executor of the Estate of Etore Giovannelli,deceased on February 29,2020, being a resident of Suffolk County,New York, as executor of party of the first part,and party the last will and testament of,late of ,deceased,party of the first part,and Brian Scally,Joseph Travaglia and David Zapulla,as Tenants in Common,residing at ,V}� //7 Yc party of the second part, WITNESSETH, that the party of the first part, to whom Laura Clark received letters testamentary were issued by the Surrogate's Court of the State of New York for the County of Suffolk on November 10,2020, and by virtue of the power and authority given in and by said last will and testament,and in consideration of .Five Hindred Seventy-Five Thousand Dollars($575,000.00)dollars, paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Town of Southjold,County of Suffolk and State of New York, and more particularly described at Schedule A attached hereto and made a part hereof TOGETHER with all right, title and interest, if any, of the party of the first part of, in and to ,any streets and roads abutting the above-described premises to the center lines thereof; TOGETHER with the appurtenances, and also all the estate which the said decedent had at the time of decedent's death in said premises, and also the estate therein, which the party of the first part has or has power to convey or dispose of, whether individually,or by virtue of said will or otherwise; . TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been incumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense.of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: LAURA CLARK /K 1 2 :; a 1 5 1 6 7 B s ILI II 12 PROPOSED FIRST FLOOR LIVING SPACE (220.0 SQ. FT.) EXISTING SECOND FLOOR LIVING SPACE (516 SQ. FT.) TOTAL LIVING SPACE IS 740 SQ. FT. I 1 — i N 82°45'20" W 4'SPHERE UNABLE TO PASS THRU I �50,114'CHAIN LINK FENCE P!$A 22'-0' 4x4 P.T.POSE WGH SIMPSON -� - .x• BC52-2/a POST cw 6'STOCKADE FENCE 16'-4 5-8 ANCHOR h SIMPSON ABUa4 POST 845E WOOD ��INSIDE DECORATIVE COL PLATS v q 6• eawsTERs a , MAX.5.O.C. I I x22. 45TEP5 __ --`� ROO D OVER PATIO F------------------� (z)2'xe' I 1 i TOB DEMOLISHED I 2'xB'FLUSH NAILER I .1�' I 2 5TO Y HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED AND I W/I¢'LAG BOLTS I �I gl I CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 200 Ib,;. FRA E I STAGGERED 24.OCI I UI i CONCENTRATED LOAD IN ACCORDANCE TABLE R.301.5. 1 GABA E Oj W/SI MPSON HU28-S I •j •HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT ry ,m IDLI -I s LESS THAN 11/2'BETWEEN THE WALL AND THE HANDRAIL AS I I lOT MFA=6083 SQ.Ff. 1 CRAW-+> SPACE I m PER SECTION R311.7.8.2 I GARAGE AREA=480 SO.FT. ADD HAILERS TO PERIMETER I 2•x6•F.J.0 16.O.C. •ALL NEWLY CONSIRUCED STARS,HANDRAILS AND GUARDRAILS I MAIN HOUSE AREA-1162 SQ.FT. OF EXISTING STAIRWELL 7.. TlEVE1 BRING 1H6 FIRSTAREAOOR 10.0• 1 TOTALL SQ FR OF BUILDINGS=1842 SQ.Ff. NEW 2X8•FLIT.J515.IN THIS SHALL CONFORM TO SEC710N R311.67 OF THE 2015 IRC. - 6088 AREA TO FLUSH UP FLOOR SYSTEM > CONIC.APRON J 164489Wi roc mDNtDLD BY SO FT.(LOT MEA) L_______________ __J L___ _ AOVE(ALL ONE LEVEL) W I __ 0`11y2_1m NOTE 1 ------ - ----- -- ALL LUMBER TO BE PRESSURE TREATED LUMBER I 1 ! STARS TO BE o I I I DEMOLISHED 6'SPHERE UNABLE M A5FhALT DRIVEWAY I I I 36'ACCESS I _ -I TO PASS THRU G - - Lo 1 -- 1 EXIST.2� z1o'F.J.®�I m L�- _ 0 •i 4 16O.C. I+I •.r FMQ�I r-_ %II 2 RAILING DETAIL o I I I t5 $ NO CHARGE �- - ADD NNLERB TO PERIMETER - SCALE: NTS o L- - 1 OF EX6TINC STAIRWELL TO BRING FIRST FLOOR I z LEVEL IN THIS AREA I I EMST.2'x,0'F.J.0 I U i I Iu 1d— 6.D� i J L -- --- ------------ -I 1 o -- PROPO�ED FIRST REAR ---- DECK 73.1 S FT. I r----- - -- --- 11'_g• p�,RQNCE � R30121.2 PROTECTION OF OPENINGS.EXTERIOR GLAZING IN BUILDINGS LOCATED N WINDBORNE p COTJC. io - ( Q• BOILER DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS.GLAZED OPENING PROTECTION N , OP C4 AJ•6%I I i I FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF THE LARGE MISSILE EST ASTM E 1996 ' Im LD S STEP,:i ' s I AND ASTM E OR AS MODIFIED IN SECTION MEET REQUIREMENTS GARAGE DOOR GIPPING OPENING I PROTECTION FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF AN APPROVED OIL TANK '� r-^to 3-1/2'DIA.%I/4'STEEL IMPACT-RESISTING STANDARD OR ANSI/CASMA 115. I �( •I ZT lu PIPE COL ON 3'x3'x1'-4'DEEP z � I I CONIC.FTG. I 1 r 1 A '(p• PRS OSED 2ND STY. W DEMO EXITING 53 TABLE PROTECTION STOOP AND STEPS #611 ADDITI (1215.06 SQ. FT.) W WINDBORNE DEBRIS PROTECTION FASTENING �I I I� •i SCHEDULE FOR WOOD STRUCTURAL PANELS Ic 1 STORY EXIST.2'x10'F.J.0 1 Iii '2 �, I I < F I FASTENER SPACING(INCHES) FRAME ,a 16.O.C. I FASTENER TYPE L: I i t+Irz PANEL SPM PANEL SPM PANEL SPM o DWELLING •j I �Q{I Es 1 I S 4 FEET S 6 FEET S 8 FEET c 7'-0'C.H. r 3 0 NO CHANGE ' I NO.B WOOD SCREW BASED 14 I I ANCHOR WITH 2'EMBEDMENT LENGTH 16 10 8 N Q N •1 L I ❑ I li w IUi N0.10 WOOD SCREW BASED 16 72 9 CN N 'y S��R AN. WITH 2'EMBEDMENT LENGTH T" 0 I • a IF p❑ m 1/4'LAG SCREW SCREW BASED I 23.7 I yV al EXIST.2'x10'F.J.0 1 I 16 16 16 Q �i lem 0 N ANCHOR WITH 2"EMBEDMENT LENGTH ---16'o.c.- �1°J Its n FOR SI:1 INCH=25.4 mm,1 ROOT-304.8 mm,1 POfIND=4.448N, ! '1 i ^ 1 MILE PER HOUR=0.447 m s. j Q I 1 --- -- -------------J I -I A THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS,V,W ANDA 33 FOOT MEAN ROOF HEIGHT. WOOD I `� B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL I PLANTER FASTENERS SHALL BE LOCATED NOT LESS THAN 1'ROM EDGE OF PANEL ' j z I 7 00.33•T)E C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH O OF NOT LESS THAN 2'INTO THE BUILDING FRAME FASTENERS SHALL BE LOCATED NOT LESS THAN n 1 STORAGE 1 I 2-1/2T FROM THE EDGE OF CONIC.BLOCK OR CONCRETE. 7'-0'C.N. I EXIST.2'x1O'F.J.0 ^ i D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING • I NO CHANCE �J VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS TWIN 1500 POUNDS. I 1 I 16' m I I EXIST.2'x10'F.J.0 I I } CONIC.WALK F ___._____-_—_-_-_______________ ,6'D.G. 1 SECTION P3103 VENT TERMMgS S 82°46'10" E F — — EDGE OF PAVEMENT P3103.1 ROOF EXTENSION.OPEN VENT PIPES THAT I L_____________ ___________ J 1 EXTENDTHROUGH A ROOF SHALL BE TERMINATED;` NOT LESS THAN 6 INCHES(152MM)ABOVE THE ANTICIPATED 50.1 ------------------------ SNOW ACCUMULATION,WHICHEVER IS GREATER.WHERE A ROOF IS TO BE USED,FOR ASSEMBLY,AS A PROMENADE, MI 23'-2' PPUURRPO ES,OPEN VENT P PES ATION DECK OR SUNBATHING SF ALL BE ERMINA EDECK OR FORO NOTA LINNET STREET LESS THAN 7 FEET(2134MM)ABOVE THE ROOF. I P3103.2 FROST CLOSURE WHERE THE 95.7 PERCENT VALUE FOR THE OUTSIDE DESIGN TEMPERATURE OF OF(-18!C)OR LESS, A-3 VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES(76MM)IN DIAMETER.ANY INCREASE IN THE SIZE SURVEY BY OF THE VENTSHALL BE MADE NOT LESS THAN t FOOT.(3D4.BMM) Q, INSIDE THE THERMAL ENVELOPE OF THE BUILDING. s PLOT PLAN T. EASON LAND SURVEYOR 1 FOUNDATION BASEMENT FLOOR PLAN - SCALE: 1•=10'-D' 27 POPLAR STREET SCALE: i/4'=1'-0' PORT JEFFERSON STATION, NY 11776 JOSEPH TRAVAGLIA Protect Number _ Sheet Status 'e'' DBA : DESIGNER DRAFTING SERVICES Date 8-27-20Sheet Title Sheet Number No Date. issue No� Date. Issue. 1. B-'T7-20EASTING,CO1O1110N5 1397 BROOKLYN BLVD.-BAYSHORL-NEWYORK-TELE.G316975693 Scale AS NOTED PROPOSED RENOVATIONS THOMAS D.""RE ILLY, P.E. Dia LL P'..-'Title A.- 1 4BEZELLANE-SNRT[1TO,VN.NY11787 Check 7B #611 LINNET STREET - GREENPORT, NY LINNET STREET S 82046110" E EDGE OF PAVEMENT CONC.WALK _ 100.33' v i i D,N,, -o UI 0.1'E ZO WOOD 0 PLANTER U J 10.9 i F = 16.2' X23.1' (44) FENCE p� 'o.IE T p[ WN 1611 M }1 STORY $ a FRAME 3 a w r N I DWELLING 02 Z N o !V i '5 0 N O CONC. t4j C Ii� 5TOO PP2 N' t STEPS Ljj CONC. PAD (43) 16.4', W Lo � I � o to W to I ASPHALT DRIVEWAY I Q ' OO Z I v/ CONC.APRON 2.2' ---- I 1�0 FENCE 0.1'E P.O. e> 2 STORY IG FRAME (42) I`_ N GARAGE I x WOOD PLATS 22.5', 1 4 STEPS 0 5TOCKADE FENCE 4CHAN8rNC45x DC2011 1.3'N 00 FENCE FENCE, — — 1.2'5 50.11' 1.2'5 p/o(45) zo o 10 20 40 1 inch =20 ft. GRAPHIC SCALE ( IN FEET (14621)- DENOTES FILED MAP LOT NUMBERS. SURVEY NOTES: 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.CERTIFICATIONS / INDICATED HEREON SHALL RUN ONLY TO THE PERSONIPERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON HISIHERITHEIR BEHALF TO THE TITLE (46, n/Q 45) COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL TAX Lor 13 INSTITUTIONS OR SUBSEQUENT OWNERS. 2.THIS SURVEY IS SUBJECT TO OF RECORD AND OTHER PERTINENT FACTS WHICH AN ABSTRCT OF TITLE MIGHT DISCLOSE. YEASEMENT 3.OFFSETS SHOWN HEREON ARE FOR OR A SPEC F C PURPOSE AND SHOULD NOT BE USED AS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER AREA= 6,277.79 SO FT STRUCTURES. A ACRES A A/'`OCC 4.SUBSURFACE STRUCTURES ANDIOR UTILITIES,IF ANY.NOT SHOWN. 0• 4 Y S.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED. I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON 911712020,OF THE LAND THEREIN PARTICULARLY DESCRIBED. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN ACCORDANCE SUFFOLK COUNTYDIST. 1000 WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. T. EASON LAND SURVEYOR SEC. 048 BLK 03 LOT 13 27 POPLAR STREET,PORT JEFFERSON STATION,NEW YOLK 11776 DATE: 9-17-20 1 SCALE. 1"=20' Phone(631)474-2200 IFax(631)780-0491 email TEASONLS@OPTONLINE.NETpROJECTNU,MA9R. -MET20-152 BOUNDARYSURVEY NZ SURVEYFOR- JOSEPH TRAVAGLIA �`� '0 MAP OF.' GREENPORT DRIVING PARK, FM# 369, 12-1-1909 Ca LOCATION.' GREENPORT, TOWN OF SOUTHOLD, NY ,+ CERTIFIED TO: JOSEPH TRAVAGLIA V0. 0 r' �.Ls. LINNET STREET S 82046110" E EDGE OF PAVEMENT CONC.WALK 100.33' v r7 I 0.P E ZO lf)WOOD p 71 PLANTER UJ 10.9' ' 1 Fir6,.2 X23.1' (44) FENCE L 0.1'E T p[ #611 W N 1 STORY 0 a Lin FRAME 3 a W �Lei 01SAPPRN DWELLING o Z N OVALa o N U � O It N � U 1CONC. z 5.6', PAD o STOOP W 1 \ I N 4 STEPS in CONC. C6 16.4'i (43) W 0 / I o O I � / m W CO I ASPHALT DRIVEWAY IQ O to / O j Z vI _ CONC.APRON 2.2' 10.0' I FENCE I 0.I'E 2 STORY I ICo R.O. Tz FRAME (42) I� N GARAGE x WOOD PLATS ` 4 STEPS 1 G'STOCKADE FENCE 4'CHAIN LINK PENCE x N 82°4520" W ID.3IE' FENCE N o0 FENCE 50.1 1' 4 1.2'5 p/o(45) 20 0 10 20 40 1 inch =20 ft. GRAPHIC SCALE ( IN FEET ) (14621)- DENOTES FILED MAP LOT NUMBERS. SURVEY NOTES: 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.CERTIFICATIONS / INDICATED HEREON SHALL RUN ONLY TO THE PERSONIPERSONS FOR WHOM THE SURVEY 19 PREPARED,AND ON HISIHERITHEIR BEHALF TO THE TITLE (46, to 45Z J COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL TAX LOT 1✓/ INSTITUTIONS OR SUBSEQUENT OWNERS. 2.THIS SURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER PERTINENT FACTS WHICH AN ABSTRACT OF TITLE MIGHT DISCLOSE. 3.OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND SHOULD NOT BE USED AS A BASIS OR CONSTRUCTION OF FENCES OR OTHER AREA= 6,277.79 SQ FT STRUCTURES. 0. 144 ACRES 4.SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NOT SHOWN. S.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED. 1 CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON 911712020,OF THE LAND THEREIN PARTICULARLY DESCRIBED. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN ACCORDANCE SUFFOLK COUNTYDIST. 1000 WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. T. EASON LAND SURVEYOR SEC. 048 BLK 03 LOT 13 27 POPLAR STREET,PORT JEFFERSON STATION,NEW YOLK 11776 DATE: 9-17-20 SCALE: 1"=20' Pbone(631)474-2200 /Fax(631)750-0491 email TEASONLS@OPTONLINE.NETPROJECT NUMBER MET20-152 BOUNDARYSURTVEY OF Re SURT/TYFOIL' JOSEPH TRAVAGLIA � E A. MAP OF.- GREENPORT DRIVING PARK, FM# 369, 12-1-1909 , LOCATION.- GREENPORT, TOWN OF SOUTHOLD, NY CERTIFIED TO: JOSEPH TRAVAGLIA '1 z c 0 r . Cl LINNET STREET MAY o MAV 1 0 2022 �, EDGE OF PAVEMENT S 82046111011 E BUILDING TOWN OF SOUTHOLD CONC.WALK 100.33' 1 3 W D" V OnC I O.1'E O WOOD p 0 PLANTER U $ 10 9 = 16.2' 23.1' (44) FENCE ` 0.0 f w r � J W #611 04 u,w N ,�_ 1 STORY Y ; oa FRAME 3LC) r C4 I DWELLING o Z CV yJ � Ln 1.0' z o N to o N O C9 Z 5.6', o STOOP W N 4 STEPS �. O CONC. °D ; PAD 16.4', (43) •_ W Q H I O Y I Ln / I L 0 ASPHALT DRIVEWA I Lr) Q ® I I C J z CONC.APRON 2.2' 10.01 FENCE I 0.1'E R.O. o) 2 STORY FRAME (42) I� C4 GARAGE L-- _ / WOOD ti PLATS v STEPS ` 6'STOCKADE FENCE L 4'CHAIN WNL � ECK N 82045,20„ W ID.3'N GO FENCE FENCE — 1.2'5 50.11, 1.z's p/o(45) t 20 0 10 20 40 I inch =20 ft. GRAPHIC SCALE ( IN FEET ) TOTAL BUILDING AREA = 1,630 SO. FT OR 26.09 OF PARCEL. (14621)- DENOTES FILED MAP LOT NUMBERS. SURVEY NOTES: j 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF { THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.CERTIFICATIONS / INDICATED HEREON SHALL RUN ONLY TO THE PERSONWERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON HISIHER1THEIR BEHALF TO THE TITLE (46, n/O 45) COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL TAX Lor 3 INSTITUTIONS OR SUBSEQUENT OWNERS. 2.THISSURVEY IS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER PERTINENT 3.OFFSETS SHOWN HEREON ARE FOR A SPECIFIC PURPOSE AND SHOULD NOT BE USED CAS A BASIS FOR CONSTRUCTION OF FENCES OR OTHER TS WHICH AN A13STRACT OF TITLE MIGHT DISCLOSE. AREA= 6,277.79 SQ FT 4.STRUCTURES. 0. 144 ACRES 4.SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NbT SHOWN. S.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLIN11 E UNLESS OTHERWISE NOTED. REVISION 7-21-21TOWN COMMENTS. I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AN�TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON REVISION 1-7-21 VILLAGE COMMENTS. 9!1712020,OF THE LAND THEREIN PARTICULARLY DESCRIBED. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN ACCORDANCE SUFFOLK COUNTY DIST. 1000 WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. TEASON LAND SURVEYOR . SEC 048 BLK 03 LOT " 27 POPLAR STREET,PORT JEFFERSON STATION,NEW YORK 11776 DATE: 9-17-20 SCALE: 1"=20' Phone(631)474-2200IF,,(631)780-0491 emailTEASONLS@OPTONLINE.NETPROJECTNU BER..—,MET20-152 BOUNDARYSURVEY 4F. N' l, SURVEY FOA.• JOSEPH TRAVAGLI A `� MAP OF. GREENPORT DRIVING PARK, FM# 369, 12-1-1909 LOCATION.- GREENPORT, TOWN OF SOUTHOLD, NY CERTIFIED TO: JOSEPH TRAVAGLIA , _ LINNET STREET S 62046110" E EDGE OF PAVEMENT _ _ �(� 1 71 vv• O _ CONC.WALK 100.33' ! 3 W ( v DWY 6 2 WOOD -;a PLANTER v 3 1019 i = ,16.2' ' 23.1' (44) FENCE w � 0 W ,f611c u w N 4 1 STORY ' g a FRAME °3 r N I DWELLING o Z N II- NJ z Y/ (� 1.0i' = o fV < r o � O C9 Z i� CONC. I 5.6'� W c 5TOOPLQ 1 \ I Cq STEPS Cl.O CONC. PAD (43) W C M � 0 00 78 r 9 9 O I ' ASPHALT DRIVEWA cz I J Z c .t7 ___' CONC.APRON 2 2' 10.0 FENCE O.I'E Q I / 2 STORY y T •�".•., 3 I I� R.O. O1 FRAME T _ GARAGE dC N E .�w WOOD ' J iV% PLATS 22.$'. ; 4 5TEP5 ! 1• I� n M , G'5TOCf_DE FENCE �• SEP g 2021 F'+ 3 4'CHAIN LINK FENCE RRRiii FENCE N 82045,20" W ID 3'N o0 FENCE r,-U T.�ANG ME ��• 8 — 1.2'5 , 1.2'51 �, r•l� 's'c-.. 4 r 50.11 OV-N j3 P10(45) w 20 0 10 20 .40 V1 •� f� 1 inch =20 ft. GRAPHIC SCALE ,: �IW-11Er- ') r UU TOTAL BUILDING AREA = 1,630 SO. FT OR 26.09 OF PARCEL. (14621)- DENOTES FILED MAP L 0 T NUMBERS. Ak 22 SURVEY NOTES: ' 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID'(�EPCCRY.,.CERTIFICATIONSINDICATED HEREON SHALL RUN ONLY TO G A Z INSTITUTIONS OR SUBSEQUENT AGENCY, AND LE DING INSTITSONSUTION FOR WHOM THE SURVEY IS PREPARED,AND ON srERRITHEIR�g L�Of(Hq IdTt6E,��g��� ���4 Plo OT 1 COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABCEff.%A DDIDTIONAL 4 -y�� 2.THIS SURVEY S SUBJECT Y EASEMENT OF RECORD AND CT OF TITLE MIGHT DISCLOSE. 3.OFFSETS SHOIWN HEREON TARE N OR A SPECIFIC PURPOSE AND SHOULD NOT/BENUSED CAS A BASIS FOTS WHICH AN R CONSTRUCTION ION OF FENCES OR OTHER X 17 PSA/�T G'A 1�,e 277. 7r�9__SO FT 4.SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NOT SHOWN. O. !`7'4 A C/T C.� 5.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED. REVISION 7-21-21TOWN COMMENTS. I CERTIFY THAT THIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY,PERFORMED IN THE FIELD UNDER MY SUPERVISION ON 911712020,OF THE LAND THEREIN PARTICULARLY DESCRIBED. REVISION 1-7-21 VILLAGE COMMENTS. THE RECORD DESCRIPTION OF THE SUBJECT PROPERTY FORMS A MATHEMATiCALLY CLOSED FIGURE.THIS SURVEY WAS PREPARED IN ACCORDANCE SUFFOLK COUNTY DIST. 1000 WITH THE CURRENT CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. T. EASON LAND SURVEYOR SEC. 048 BLK 03 LOT 13 27 POPLAR STREET,PORT JEFFERSON STATION,NE I F YORK 11776 DATE: 9-17-20 SCALE: 1"j.20 Phone(631)474-2200 /Fax(631)780-0491 email TEASONLS@OPTONLINE.NET PROJECT 1 T20-152 BOUNDARYSURVEY 017F/�, SURVEYFOR.- JOSEPH TRAVAGLIA °�� ��� NE A. s �0� MAP OF.- GREENPORT DRIVING PARK, FM# 369, 12-1-1909 P LOCATION- GREENPORT, TOWN OF SOUTHOLD, NY j CERTIFIED TO: JOSEPH TRAVAGLIA _ kF N; S. X452 LINNET STREET S 8204611011 E EDGE OF PAVEt�EI� 50.17' CONC.WALK 100.33' j I DwY o O.I'E Z 17 w 0 rn WOOD PAVERS N STEPS — 3 { 16.4' H 2ND FL DECK OVER (44) 6'WOOD WOOD PORCH 1 O 3' FENCE 0.I'E FENCE FENCE 23.1, w 1.21E ? #611 AC U.1 UNT5 0 2 STORY N 16 FRAME !' N lu , DWELLING 4 N N N ED EL O DECK °D G'WOO F / 16W, FENCE (43) W =� O to C, co f � � G'5TOJKADE FENCE �`- t0 S Z E o ASPHALT ca V � LL CONC.APRON 2.2' w % FENCE 2 5TORY ' z r FRAME ' (42) x y N GARAGE x WOOD PLAT5 22.5, 4 5TEP5 Iffit?.O.6'STOCYE FENCE PENCE----"" 4'CHAIN LINK,FENCE .,xx NOV n 8 2022 0.81E N 82*45,20„ YY ID 3' l [FENCEN o0 FENCHI 1.2'5 50.111 4 1.2'5 BUILDING DEPS: TOWN OF SOMOLD P/o(45) 20 0 10 20 40 1 inch =20 ft. GRAPHIC SCALE ( IN FEET } TOTAL BUILDING AREA = 1,452 50. FT OR 23.19 OF PARCEL. (14621)- DENOTES FILED MAP LOT NUMBERS SURVEY NOTES: 1.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.COPIES OF THIS SURVEY MAP NOT BEARING THE SURVEYOR'S INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY.CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TOTHE PERSONIPERSONS FOR WHOM THE SURVEY IS PREPARED,AND ON MSIHERRHEIR SEHALFTOTHET ` Y RLE !46, !'T/0 45) COMPANY,GOVERNMENTAL AGENCY,AND LENDING INSTITUTION LISTED HEREON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL 111 TAX L 0 T 13 INSTITUTIONS OR SUBSEQUENT OWNERS. DISCLOSE.CT OF TITLE MIGHT 7.OF SETS SITYOWN HEREON ARE FOR A SPECIE C PURPOSE AND SHOULD NIS SUBJECT TO ANY EASEMENT OF RECORD AND OTHER OT E USED NT AS A BASIS FOR CWHICH AN ON TR CTION OF FENCES OR OTHER AREA= 6,277.79 SO FT STRUCTURES. 0.144 ACRES 4.SUBSURFACE STRUCTURES AND/OR UTILITIES,IF ANY.NOT SHOWN. 5.HEDGE AND FENCE OFFSETS SHOWN ARE TO CENTERLINE UNLESS OTHERWISE NOTED. I CERTIFY THATTHIS MAP REPRESENTS AN ACCURATE AND TRUE ACCOUNT OF A SURVEY.PERFORMED IN THE FIELD UNDER MY SUPERVISION ON 712912022,OF THE LAND THEREIN PARTICULARLY DESCRIBED. THE RECORD DESCRIPTION IN ACCORDANCE WITH THE CURRENT 0006 OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THEE NEW �YORK STATUBJECT PROPERTY FORMS A MATHEMATICALLY CLOSED E ASS ASSOCTHIS IATION PROF�EWAS S'IIONAL LAND SURVEYORS. •sZ�0LKC0UNfYDtST. 1000 J O V 1 A V D S UR V EYOR SEC. 048 BL X 03 LOT 13 DA7'h..:7-29-22 1 SCALE--: 1"=20' 27 POPL,IR STRh-E7;PORT Jt'FFERSON.S7AYTON,'NE117I ODIC 11776 (631)474-2200 /Fax(631)780-0491 email TEIUOIVLS@OPT01\UI\TE.N TT PRO EC'NUNIfiEE:,--MET2.2-136 FINALAS-BUILT SURVEY o" SURVEYFOK- JOSEPH TRAVAGUA /,�� P � els, oX, AMP OF: GREENPORT DRIVING PARK, FM# 369, 12-1-1909 LOCATION: GREENPORT, TOWN OF SOUTHOLD, NY CERTIFIED TO: JOSEPH TRAVAGUA 1 jI, 2 9AI-y-WN4 - _� 1 21 3 14 1 5 6 T 1 0 91 10 11 12 PROPOSED MST FLOOR LIVING SPACE(220.0 SQ.FT.) EQSIING SECOND FLOOR LIN SPACE(492.76 SQ.FI.) TOTAL LIVING SPACE IS 712.76 SQ.FT. N 82°45'20"W m wn nRu ub `II 50.11' aR�3avmr 4'CHAIN BNK FENCE 'em-L3 vwrw _6'STOCKA-PENCE 16'-1' a•-B• tet o��i �' WOOD BWwrR30 1 '22. $EPS ' a r-------------------I (2)113' - OO DOvOVER V RPAATIO TO:iA. iI 1 m�+D tumw.z sw3 ff A:mrxm uo I 2 sT I m tP.m u'DC NN3Y I II mvmmA�oA urtlw_a i !/ri9xW b ^I I b Wim M vWwwx.A3 N I I OAW I e m I I' Am vA1La m mmarm I vw s3cmx Il.xnx 'i I -amn as rt. I I a I1Rrvw�OA� I d x�a'PJ.o le'on s •Au xaLr mvsnuxvm crus.ImmP.3As um aPxowa i a�+aa�usA.°vsn as rt. SVNL caaasl m sa3wx wH.6x R M u13°cII L________m_x______ _d1_0_.0_'_J CONC.ARON i W 1w0nl uImRsrWc AQaREFA-R-/Ia.naK.1-1.0 omc-IavAa w rt. R.1EDfftxxx.Ti 50.R.Om A®L3 I I I I j tiNRRm G I I ARm I I ' j3 Pµ31 M ASPHALT DW V AY co I I EIDSG 1110'fJ.O 1 A- ' co ' x7 I I . L.. I0 I'3 q)3 LNG DETAIL p I co F1/y Ira 10 vie AP c i Ito• 3m•3.t -0 i ImitnH,ws.aD°0° N I^� UA eo see DeIS1"'v J L _ __ __ _ _ _ J ; $ggggl i16A' m j II P,?,,�, /`/`t CONC `v v PDECKiI(47.FRSQ.R&)R I 1 mx 31111301dd 6Dws swu TER I¢aLuuDas a M IA4aE uu3E asr Am t Ivxa .6 I 1 I Am ASN C IR8 AS 110diID N 30:ION]Ox11Y1.G•PALC W W RISPVC OCG]IO rA <srEPs gi i od >Y I ­1V ra.r® 1 wwrscRvx rta tNsa6wE cru Rou u¢r PEa3eRLRT3 a wv AI33Rh0 I i rc+Am-mnsRw swwwn a Avsynuw ns. r TABLE t1101.z 1.z DE610 FrJlTxc PR 1 OSo 2ND MY. 1L� ,I I ADDT11 1119.13 SQ.n.. �y I Im WINDBORNE DTABLE PROTECTION FASTENING STOOP AND STEPS tli ; I� 3IDT.rno•31 e i itl 3 SCHEDULE FOR WOOD SIRUCf9RAL PANELS a }STORY I ,W�PII ' I b j Il >•-0'cx -{- ' PwmEsP zRmc OVpDE3a e - FRAME l&RIM gig DWELLING I- I I xo RWIS i I I � ; ; A`mw°av�0°vlNDrt Dxcnl In m e N I N `TJ I I w m.ma Rmt�33 I Ln Igg 1 I� NRwv tdN r D0011RM IE.W3t le 1: o N N ,y :I I Oa3f e110 fd w 'F4 o I I= IQ�It I/I�w^SRp Ydw BwtD 23.1 _ cSi j� G �I6 ❑j itl a mN P DlrmDrt IDCN ra le m Sap. ' >e I I idt 4 1 1V01-ri1 avn.1 FOahlalB 1{WID•IA10L ++(4 i ---- __ __________ � I I1 110E PFA ICAaM1 0.ax,n/� 2 WOOD __ w rNO 1w9E 6 Bsm av tm TRH u16mE 0901 Ma 6PEEO5.va AAD A y f03113"Av w6P IOS)IL 3 •'( FIANTER R fAmEN06 9lNL ff asrulm At OGPOSR Exa3 a M xwOO 3rSUCNRLL PM51. __ ___ __ Tummy swuff lwmo lm lEs lxuxrlml mcE aPwvx. " 1 100.33'TIE I 1 G ANRwf6 RtYL roEm4m nmRlGl 310 DRmp3 wWL mtrmvc em1 AN RROWOIf ID+aM 0 ' � I I I OF Nm IES IXAY 1'a00 M 3ttIRY1 ryW1E RSrWD6 SHUL BE U1Gi[a Nm L"S ORV -- ' I r-a•cR 1 mm.x•.+o'TJ.0 1 I 1-I/1•IMu ra ma a mxc.Rya a3 mwAR1E - -- -- --- �yn�j I I w onwE I '� � I I o.PAATLS A3TARm ro NA¢vm a3 vxmxm/sncw swL eE ArrAnm us+a �� m I I le'oc I I vmwwn-I¢muvr,wRas www Ax u3vu[wmmw;3v.aPAOR a xm Ixs rION I3ao Pouws , n :.. x` 11C Il o I i ; � � SNC.WAL'C .- L-----16j I w�1611 WRR69RlOPFN IDlt w6llpi S 82°4610 E EDGE OF PAVEME OI ------------ 50.17 : 0#LW)AB°OE ElRPRO 1 ' ------------------------------ _________________________ SIY°I AOSMIwRA CRIEYW walaAlFR wIEPEA ' ROa 6 m ff IRFD!dt ASY1@Y.AS A fRORaIL Raa�aR3®Nmwama��w"A LINNET STREET 2S-2w 70°O1im alw'�w0 wm tffi[rmoam xm 1 wfo3x twsr RD7Ee e1eIE.ra 33x NAaxr muE An ra R.IrrmE olm+tDwmvuu a RT(-fecl 6x IEZ, A-3 4DIf OOOdg151x1RRl A wR OR YOlI OWL ff mi Lt55 lwV a NOBS GR3N N D'AYeILt Nlr IIOSASE N M 3@ < a�raE a om.OwmM SURVEY BY 9 O T.EASON LAND SURVEYOR OU T E OO SwE r-fo 0 27 POPLAR STREET '`/'•-`•-0• SC PORT JEFFERSON STATION,NY 11776 JOSEPH TRAVAGW Pmpm N3mLR snRl smluf �,K°A10 "^ wtr �_ "a Daf� c e' DBA:DESIGNER DRAFTING SERVICES Dalt a 2T z1 9"°T'"° sn mNomxt t. o-27-m t3wten oersnwta ,•9.+d t, L' ,t" 397 BROOKLYN BLVD.-BAVSNORE- EW YORK-TELf.6316975693 PROPOSED RENOVATIONS a t-to-:t 15'WIED Av 1 ER Tl3nes tewllsT 1't.'.r 5c316 As e91m J�w s°1'""`TIIO��PFB,RAblSr3, fo THOMAS D.REILLY, P.E. a.w u /�- 1' a3tG 4BEZEL LANE-SANTNTOWN,NY117S7 Cx«Em #611 LINNET STREET- GREENPORT, NY , a R I 2 3 1 4 1 5 1 6 7 8 9 1 10 I I 12 ` NL•000 oaOC N-0' (PP69fd ixfAlm I11�RxJ x-e0mm IWNWl w° RY-C' I6'-r ]'-0' PE0 NR fi10WM t00E 0' ,o•-s sa• IA,k mmWsm m, °ot me R/N " sa wxw�ns ansa wow .ca --- e ------- j l'EV� ��AP a1 reyox I I s@E pFc ED @Y " e ,s•-e' (tJ°,I I JAN 1.6 1621 I DATED Y S 3s/or'X873 d �\ DUNG AREA —— ———— I I-- -°-- • �� � w� ©a1,-]/rn_'/°'v<I i I�L e I (n rmne aI rnwlc I RDOMto P7 11 f, ir JIML 'r-7 in•� �- �? 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OwiaL Y ID•D sa'aC.!J. i0P 111.2 Y/-SB PA2 xS0..(R-15) .(B vm aaBNa Hoc uxs ma •• __—__—__—__ sou As vER aaxm wdl'Poaa R,Re.(R-el /S e (1 II yA.,..... �,.y,,., yrnnDDl suneuc I m � yt I I wY[ma'.•D-5' 17 Owl.(1)3Y6' • ^•' _ — G YC FLLY.Cb' I �• B SM1L Put lRSLwG La95f.UNFlNISNEO ln�lP°wLPyel I $e Lam' I I eelmv rmnm mn.iD®I axcm Y4 ex I II B'PeF® Fd 51aP.1w mNY1DE lND(vJlJ I &le'NJCm[OIYAti6 92nD rwwe(xlf) / ` . 1 Yw1L/l nl 1 I/eD- 3'.9.¢-la 5•cT.,•-.•oEv @LRS TION THRU MAIN HOUSE (.FRONT TO BACK) II II sour:w'.r-o• II � it II � "DCII II II Yix) .rz 1 M 1 BeIIi 54_--- 1-- i TABLE P3201.7 SIZE OF TRAPS I I FOR PLUMBING FIXTURES I I uD iT•�1 II raP elra� II I �"'/'' ; PLUMBING FIXTURE MIN.A(INCBES) KRCtlEXLruT O .GI pr 4 p.l In• i tunas rwaR swsvla I I l I I DW 1 1 i uv 4-i In• 2 L teRARan w:EPxIA2 nw w 1fr new oP.w $ m — ,— i— nna mN(nrwmDPAS�nwl�., II a If n r r r I Vr j I ooIRAVBn Nn fw5 uaF�) Id, 1 1 wao2,In(oma w 1pPF DLPMRODa) 1-fn I s, 1 Be w roc rma nor Ru! I I I 1 xJaaPa sxJPwrAw Am mormns7 1 siva�aeaia�ov aP m ns wll 3/ . rIDrx null Ixu v°Yil v 1.xss tw r . r � r IVf r r IVf rsm sseow �. Aw mRn 1 WR1.2— r�ROOF PLAN a AR AvvROJm s1JnrAx v aNlr. sNn s tfll - PLUMB NG RISER DIAGRAM Pmlecl Number Sheet SJmm te\ Sheef Tek $Acct Nn U,Ic ).a,.� ND: DJtc Lam /;°p :•;�.`r DBA:DESIGNER DRAFTING SERVICES w,e 8,27-Z K.. r' �o f.°5 n 1897 BROOKLYN BLVD.-BAYSNORE-NEWYORK-TELE691l MEM s<51e PROPOSED RENOVATIONS liDJeelTele A-3 Y THOMAS D.REILLY, P.E. Dmr u a"•?D tcsrne`� IBEZELLANE-SMrMTOWN•NY117R7 Ehertm #611 LINNET STREET— GREENPORT, NY D D7 e I 2 9 4 5 1 6 7 1lg\�" 9 10 II 12 h+ is w'T JAN 15 2021 wry wrt IrAr voam a rw mml r-`.i� mxr vrr�es a vw alm I � et" _12 i; �'s'nR�imra w,ra ` 'r' 1,U U It U U 11 U U ' RC1(EyVAP h h SEE DECISIp BYZB'4 ���p�� ��..���� MM _ —:rat' � '��j" Lll�!, um7JF �' ^�a � ---- �, R - � -- ' B - ----- --------------- -- - --- — ,�Rf,�,]m ElMPH �.-, .p,wax�a nn..o•-o• n::�2.�� ��K�< Yw.er ure.o•_u __—__—._--- ,.,,3td <• _ cxeo=fuv L.�FRON (NORTH) ELEVATION (DE E (FEST) ELEVATION SLNE 1/4"�,'-0_-T (DEM 1/t'.1'b' § v i •t:r. 1®u vwr _ _—___—__—__—__—__—__—__—_ _FL�ff 1p_plj.,•f�y. Jf-_,f H1O(I R• F vm46 Ac rER ottfc '� 'I I YI � Xoor va4aa ws Pm,6�w 7 t t 11 U 11 11111, b h ,I IrTMrMTilr—lMIt AIN _— �.. � A k �°1B(mI ms rams ry —._— r —---' '---'----__- - -— s 1 COL X• ACO.i lLVYr R•C B ,l•a �� ❑ --— D � � �X4�0UA� � � sm o¢u Y4-1 3 h O 4u woo ommw $ (PRLmME m4rto un]m) @ _ _ x'waow xuovx 4s i I H _—__— ra Rl mta'Dl nl rANE O[V•0'ro' LN➢E mfV..p-0' 1 I I I I I I [s�SIDE --------- EAST) ELEVATION EAST) ELEVATION eC41E:1/,11'-0' -•�.+v r 1/4'•1'-0' Pro}t Nvm4r gee s.t. �aN a�`e1��� STert Tllk 9�eet Numhr Na glr m�� Nu g,� („�= DBA:DESIGNER DRAF TING SERVICES X14 4. o-v-momronmranere `1_''�4 1397 BROOKLYN BLV4-BAYSNORE-N'EWYORI:-T[IE.G316975GU S kmPROPOSED RENOVATIONS THOMAS D.REILLY, P.E. Bm,X LL ProIsl Tllle 4BEZEL LANE-S4MTOWN,NY 11787 n,rokiR #611 LINNET STREET - GREENPORT, NY a or n I 2 3 4 5 6 '! B /� ri,9 D u 12 -11112 1 11✓ a•Imoss z.+wc zwn znoi w�m1v xnNa.m.zz �w� war'mv r•noox mo JAN 152021 �4wa mr �+N+1(m vw.s as va xo a1�ffi FINAL MAP \ maaam'"D' � 1REVfEWED SEE DEC2Sf0 Y28 DATED1/�8 j 3 1 � HURRICANE CLIP DETAIL TYPICAL RIDGE VENT DETAIL xorro scut I w F- nwuv z-aa wei..o�r. r- D'�sw�aaw rr a YmD r t o<wa iaa ra xa r twat'a.�`r:Er�x,rR. �:ean a•rm•maY� ,aa..�.� .,,o,r,.wyNa m,v..n r�a,D,an - �"'.m...,a• x� TYPICAL WOOD POST BASE ww �� 12_2nd FLOOR SHEAR HOLDDOWN AND•,CAP PLATE DETAILS - xor ro scuc HURRICANE CLIP DETAIL I 5 !® OFFSET STUD / RAFTER - •R 4 W SND rNa:, �) ' ust txxr omw xxl.NaE w D�sni aArz nc am-.-war F ��m�cv°irznx�ioxc til siw • oR xuts I "TYPICAL SOFFIT VENT DETAIL xm� r""cn�wN01°m.noar.N'oars.leM1pOgomwm Ar rR.nruD uxocx _ x msscaxr xao mesa yc •y .. of m$D/.lE WUTgx Iw�R.Cmwmimrt.M� NrvJ .if 4: .�43-505]e aA r OO•n sAe M)a Y/r(aiy\) •:.• (eanw)sYnsox Isepne nranaD v r/ 1!aaxy.a•D/r a.canes wri•i eg wAx EDR DBL SILL PLATE-FLOOR-59'UD CONNECNON -a iwre.om n•.r 1"`oRw'xmer0PE1ID''0 n:cr a 5X P-� i' +•i _(� 10 DETAIL: SIMPSON DSP STUD PLATE TIE ' rrr.mo �) I I I xor ro seuc US[[aTAY mNG NNL xat w Sa0l� USE EYFAY OMEN NAIL HaE IN I"-TD Dn M M 4fi A mum THE CWE-REDIARED YIMYUY �IWxue10-tLItER SPAoxO 1N�/Dw5 rNL (.ENTER-TO-CExIER SPAONG fdi NAll4 idi - I Rxl4E LSD—2JT rrv.RAf1Flt xo srtnd unur '2e•L, USE 8-W RS NAAT EAw 1l' MAKS) PREDEFLECTED HOLDOWN nu+t.a xAts wm ' sxnsw D1RaID_nc� ANCHOR DETAILS (SIMPSON PHD) a a is AMe Roy m scxE EXTERIOR HEADER ra RAtrER sNovw(NYItM toR mavlaoNNl uxreER7 P1Aa n TIE DETAIL(SIMPSON—0) n HURRICANE STRAP DETAIL xor ro scAu RAFTER-RIDGE / RAFTER of ro scNE 11 TIE DETAIL (SIMPSON CS20) m m xua: PmRct Numl:er 9�1s1a1� �`''' DBA:DESIGNER DRAFTING SERVICES um -D2->a Shat TDk N—ee. Nn Dale I>suc Nn Date Isle ay"" 'y 13V BROOKLYN BLVD.-BAYSHORE-NEWYORK-TELE.G31 WT 5W Sak m;Bmm PROPOSED RENOVATIONS UE THOMAS D.REiLLY, P.E. D r u n•kelnne A-7 EssIU•zF'• 4BEZEL LANE-9NRNTOWN•NY11787 � � #61i LINNET STREET — GREENPORT. W ter e 1 2 1 3 4 , 6 i B 9 ID 11 12 GENERAL NOTES: FRAMING NOTES: CONCRETE NOTES: NOTICE OF UTILIZATION OF ums neLY N7,D 1ms somaE 1 Dxd wr Ia1YOm wADe rd usrsr t0]mclmu a¢mAas +.Au sva su;t maml Aw M muL I .000,m aaerw M 4lOm rwiE mlmws,w sme PRE-ENGINEERED WOOD CONSTRUCTION rrmLDu lxm ­T1 ALL awavw+i A man Safi»Gi04 R mn.,r..rD,m aDBALrIm sael i ID(, 1 mi "t �us t. ui ma¢rz m BE mnmum A i) dANDxn=oN DF BHuffJKam® mm�vC iPA,aw O�95VL R mlm/S M V.2V w i(m smwDNKTD mH5lRlmm LV amt,NaC s DE6ORIPTON rt m M 65�11m a'ra mwaC,W Am LNxDI ro 1r9OLw ��n w ImDoa NIwBE+PIDc A AS{-N- urWZC PM-frGx[U¢D FOD mr6RdRv9x 16Y rtOM.wD/Wi STRUCTURAL KMER AlletAB18 FA6TENER SPEG rA51FNLit l N]m OI9Iffi SW:a eE RF4'PartID V 1 Urtx Or AND DUANntt BPAtlNG cq°a �'FSS'Pfbaa Am[[nlOwtR a /5j,� PA 6L/.MYA�Mi wr WL'ArfD OnO:]sE w Bc pPtw•,$) DEFLECTION�rlmY as Auwoa wwc a,wvarw roA at FAA vAx vaa ,\- ROOF @ CEILING FRAMING a .m-oammm moot uwrmL sxa¢u stAa Fn I-aAJa. wa 60YPm ro wmAN maFr vsl aAmrart vPrn*^wcNc w Prm°me wim pix Vlm POrOY ra rmF.alr www s�oclox Putty Nwwa nova maga nmv e AParAnox ran tAaaF PEmnO ^la mm ND DvmOD rr>mw a.�m+m Duo m bamvaz rm mF Aw mwmc w rssamLAa LVL m wawa Pu Us sPErsm m M roVJcs)m .. run I>a-ww Drop.m Avwaw mag mm ra 1amz m aArz soswaE uMr a:M mxm¢,w m mo�urz N.o ItNI 6&=r=-49X`—MMM. a oisvAs wumwrtFxE NiEAwmem VI waTqDa Nnm ° YYmwYmYR-aAmra EE]A1o4, wn Ban SwLL&d50am V YN. fOT,m ASCDmCfAtaO d THE mCAI-DPiNE suwilx0 DO016 Aq s✓S,dm Com:$ Vam Auw Vaa-A,e) S T maR4L7W 9Wl tlisr Aq w.NYDa Bvm11Y Aq,sAAwK �"N•N fMampa - • m10O1E Fla 9WL D7YOWI m ALL M 6aAAOwlis OF ACL m1-I0. (( A4 OTha SFfiICIBat LE,¢D5 u.VM Pp.SaXN wmPm4 ALrDINR rOA M PAAMSS m 116 Penni. ALL m mN[,6 A,a I(AF.%9WL w'2 aAwrE SIFRHl45 SNCAYAIba ra15mAINUt Ca1mn1[b slmm'6 (1�.aEaSL�i 09 5a'Y(Cl SPnI OarI55r m A mIwLE l/]FW vAem9m'S PmdPmauma sAurmsa 1 w DmEtm erM A stow¢,rmx OF 1 s,uw rw� vol v.anros Vwx+W MS Y &aroma m M Onxm ami m 9�iYl m as®a aL ION Aq mtl WqC ImLS Y A awtJa. M BAwAOW'w tt M 9CN a1 SYYM t (1].) BE w NN15 PIM NAStDe OR N/ w.nv nwm-wAu sNaE,i/r Lc Id Jog swat a mmAm u AmA a,am,ms s. Na oErMAc.rAaaAlml Aq o¢cme er bwarols aclimLNE arirt w calm rxE camE AVD mxmns swu u AAr,a I,a-xA17 E peayr;5 w w mEN wY¢i u tmi und-'a°wNs,emasit L1e spa .srortwE Aw ra EMe,ON Or as rmwOfdLs vPu az As 011®,ns[xmm� mwv M wrsr rn mx av°�hP tyro r�xm w tyro,mxromwe m Purtox[wruaw EFgr ¢-ubt IGPs amm V:.] a araJa w Ar o+rs Ds va ra w vnYwrs Irmtmu,ub wsLu m wxmx mn O¢aac bwac®mrxirt� (Pus7lle]. Aarzw IOm-w >aa 4 wA,PL[are F t Ow wW D)wws U lA'w awa Nm. xe wN DAM mrzPw BamEax°°`.x"aa aNO TA_N ow ° n NHo mros mH uuo lam vn.,ms mAas wa wen abmm mLm a .[L arAm,m m,HE Dwx�raw �A D ail, ELAN BE A WALL FRAMING ]'��A .sx°llm`®itc R°1'¢Pwa4 rutVm v D vwa a.daaw cwu.Lw R,am 1/]" ° Yxuw a¢rNIVx�irtwwL�o Amaeiw¢mNMOYn[n i Or Aaaial-a - are VAm-wN - FAm mOPAtw1 SwLL m Ft4aHaL rOw wPARa s d M <AA AN A•mll[b�b�9W1 BE 1WID m N1EA a•Cdlrta a (m)THE s,w m SmB1 51WL IG AV ALPWARw w,daalw,s aPm-wu - uwBalArarasiw�AAOAins oror n¢acral a wErr N.D xuam s m T ra mxznrs yr OON ram. i x DLvcwmav,D umarz rHE mgrwueren Admsuwa snag.an s nt NneD to vaamow svanammw m m a/r t..c a.� aTM?V dlw a A+L mvaErE Dwsm m M NEAMw.sua As tfPE OF M R¢DEMw STMIRIWE.AS r[LLOvb� moi0aa-,wv - mw AimaN[Ari P.n+n BOGO.wJnr AAVs AN sr x rmms n.aoo%w tyro aaoars E Nm mamas w mmwaOx rNac swu mxu]Asx:,mmwwm Aa iDE1M6: renIDwwAsr zwrama saNs LIc..a bu As P7alAmrt m a� w®Dnw. of .srw,cnnzE¢ sLBrtci m'mc Prtwmws oscw¢-ao Psr. ADaL aAa-Pty am ] ADwmmAc sAn sau mamx,a ben w ab.aPAx m Tt'rzME"`""•'"6 a°'s"a"n°","PE DaxrurNN vuu BE>• cwaPStlrE u swims r�r�a+Ew�was swcmm Nw maE sIN,-1 m srv0(OsxAN e'r1a M mHaJaiOv AIaE ro 6sPaa®r ren m m M Nb,w^, y��� rm�� s.rHE m1Lwx nova wuI[ram:spa az amwm ma (a7,x[s^J1 ai mea swJa t°xv.•x Ax unuenro+uwmx prat�rfla t° diPE,mawuiav Aq u Bums m M wuwartwm: ttAP:v P.mNS 9mtm1E Araim EwLL 1PU AaYwR PauMaa m vA6M 104,1ws(5)c0. u���p IYPL ARAMTP➢bNN NYDmOS'TNM.N PSr. rimwo VVrJP¢�JOsz ]-fed oC�m 10 M mO,rN StMR1E b An wY. OLv;aar� �-mE:U-0'Y-0'm C-O'�i' C4' 4lxlwu rertre imNlm ,IYBN EP wraxBinUCnP�t 9PYU�Fp°mYronNEDLIb.S: SLIYAN�wa0Y5.]0 P.O. FLOOR FRAMING wawa swsnaaF As•6vaT m n¢rma Fat M MAr®.sS m tw D)nw (»nOr ��asr Amar rtaow rwam. s tAwN sLErawlc Aaaus-40 Psr. vxnm m ra sAlaPrnmu or me Delon AAO PWUKxnr D awsm m (i)rsP.Yt 1r•AN w¢wvm cwpDm AxD m'AILs; - mo>a vicveu rc amro.Ar M rola prnac o ra aVlwcmn e. Sswusunu u•alarvY rsAec a As mala,E Wam ro uvM ((I'ksruu.2- NN poor'rnulwG:Av0 v wr+utuLs-m0 Ps r. (0 izswLt uuV rLaox rrrA^J.c AAm wa°r rnnfrw0. oLm1(1a[-pal ObnwO,bA 4wL PfuO.S ALL Omvs anARO a Am wag fAd SOm amOwO 5x41 B[PlwaOm Lae ALL Jp519 Aro MOA IL DammN/I4 w¢ °fl_--_�] (5)1NE�mwH �h➢[msww,roN 9Wa BE NGm A11N[ mP.ASPwLT SHw vS0 I.Y. 10.MEm010K� Y a A Imt wva ON_FRi BA56 G SOa•EA 6-0'ac m AS POI M wOm rPa¢OMcumnl /!Bai Aq �_�I In E SON BOL,OASw ME 1DGimN - :. ro wsr IroL+W vu,Lq Isss[Onlma amasr[Hen uPm[ 12wr1¢n POyIN M sen o'nOaL rn'M�/An N I �mVltlrn a'FAL M EIIF a ro a CJAVO K ALL OmOS Aq 1 c°cOITOMD. N 0(}HE SRNG Sd}A pR. ON,. 111 _ r,A¢(IProE-a' YA -s M,m¢sA1ar nsv uemMRlrwAm m�6 °. (�avw°nz swab, mom m Aaam ua aavo sty e.JOtLv� _ x sews ua OE wnalAsm wi nw.,wlbsnnwc. WALL- ss. N non ]-+a Paaa� ,Aa,m t1. xr .s m.wmwNw ,mau:,lee m 1�w aAm-wN a-,..maa� oaw.aal ro mmnm m M / I,a Ten.ExfWOP+w.0-'111 F F. .gar w Lmml m auw Iroc-«w msrAc v wag Pawn. m MAro a swum_..__...._......._.. n .rA JPir n. Aa 6Amw owammPamwuom as PAwmmw.xLs oM,a��,� PROJECT INFORMATION aPHw mr m JPar IPm-w.N .1.1 1.. wPu sst ti.Lw9AAmx x cNnwtyu mwi sora Bc a auA,m a M oeuovs ,a �xvcEb wtt+a osrs rwiL¢m sd ar reinEA 6. .__..._.....__._..___._... Va AND DESIGN CRITERIA: 1 1. MR aR-w5) ]-lea OAwa ta.A]alA» mmb SIUT�MCAS Aw ll0mra5 Amm'Aw rows Aq w000 mc0im m gala Ara BE Yen'IPLNm N Q m m w mz1OS0Pr�1 siaa A�"o Dw."' FNf4A (�P x°® DIHw°N 00016 sLNI e[m�.a]aiaCl[DV 0 4"em®yl I�IMIOPAIa PIM AAA S,NdgS ImMA. Owx M SCOIHOID-Ia0 Ma, '"" ROOF SHEATHING Prx�a as M iwrt 11YwawraM wl a wm0 G Ben¢ ygSY aL roo-owrc eamb a M srcnu¢ maEIE s.as swu a PwrtcM rwu mss rc �oBmmaz RslpW[:FiAP'S.Q_n. iPma sxrnxum m masa ma A s r raxlmut-WOAf]+slnsnml Ntut m w ammA•rs mm ra ,a. Dens m ome w axes wDbws ME PAamr Ovwss»m As[mov]a u,rraxV ,rr-- caoE Dia)Aw M wua Aw ^`As b°a°"'wORamm,a"'tils.a mane saaws ws eEd mrNLm ,,.aw9 a er zir awu Pn A aAns - i� 3�/3 ,4.wmui v v[mva_au. Drrnax ,s. aL Fm magma swi w wrraTl¢sn Br sm»l smo s,a^^.DarcH rAlre-vn A'iaAID Aq]wSCR6 m AM wsNlm Pm M rtmOniINGY mmTAn016 w PODw m w.v4DROtw nL S PDmwm ME PRamr SM a CLASir4➢A5 sfbuc OEvwA G I' ���y CEIl1NG SHEATHING tpnrGrzroMdFa Is _ ,x NAIIDBUr.:5[vFRF ,rraR-w- L-L-�__ I aYY9is,wa apt a ralrMm a s,mn ArmNY¢aml at ¢uaE As vmlc4tm IN M wV0 m roams_j Z-;77 rma �ya10 moa wmAaolls nuc uwAs swarm GFS WINDOWS AND DOORS: > FmLrR io Huvr n. wwr MFaxs awa m AaLNa,°M im aA1E m mo mm .>'.,r. wmnAmo WALL SHEATHING �� 9Q`m mm.gm As IwaNO M, uAvmA.LVAmwE m�rrw00rDvw¢a C@naP¢Am OPssaacs bmpGmeRsOlbaa radw mausrwmsr m ���asvwmroaamlua " i- MINIMUM PIPE INSULATION Aw r s®N __ .tyros wANarY m am mac/,r antra wmuxin.Ara m cure mw mr>umemcuuers max° a N rF,n[mA M sL®wm.or ].�,wm 1�No rob sou m Paom m wsaT M oaw w, N. widus m mwmmamLMsn"°4"wol'mm"'L°w NOT r''"r'axs"a,P. aaa•mvsar w1�AVx,a rww PAm16,o soros n moms ,AeIE w1o1a(»wlal0.rw won Am t]wr szara,M omAucmw sHaa PAPAE rvwa rw Awnw.•� roses rml Mme-t]-rmm Aro wa ro ab[ mm�a Aouovn mx,AmE Bn1x °A— w 1m lm�Varca°'m0irc RN tomb°,am"aormmmv¢ml v aa• ma�"a'asr�os°�ot s,wxw mass .�m�s�bw ben] ,�a1 „ sr .V+a n,N m avzn r ma/Ia aoD 6Mt''`�naa rmm M msa�in mA ma*wmluv pia.an� amr Iml+®rorPaad asm.Os wom:nrti•°rl¢ wwoaaroa�eaAra°�roo't nr mmb zur ,r. a,Hwrs . 1'..' FLOOR SHEATHING(SUBFLOOR) gmmxmmmGPn m a.Dow wwws NL nsos ooms spa m lmm m m APPmm PAanvla•crow arc 1mmaJmurc OF—FO­ci ROOFING NOTES: xuNxo srsTms mmsm a mum a M uu v nmu aAw aw wP roar mm A mG-_sv spa xm A moi Abw®m Aamm odia6w Penn m NwwE ,a aPJ, c NAsrAt t'm.mml mar maxrozr •li ew awAwL•A/w I KYAaw moms soE-tyro mob sou m tESND AN,ASDm As cwvysa m 'N'r� ,-,n• z-vr a-,n' a-Vr a-va' f P. v Imlo e�mlNaAwtti Aum c s°'ssm°X i.aL��smoa swL z raw+m As Pm M NarxnmAs m,K]/aw a m tag.n ma zml mw am.+ b' �P,r®rar f-In" w M mPag o omA,a.ib•L.Damp aF1 DSNrm.me a maLLss mawEVs rn�AN mar '°•' 1-In• ,-,n• r ]a rrxY tLw,a coram a 116E Pup M mmAcml sag s,oP Aa spm ruga. .ia A,D Nary M MaPEEw w Naw. rAA ro rRma,x4 PO'r1°O16 va• �n- _ "�.aO1X`'"m mm M awA m s�wL AmaNm Na ..av aAab swu m aa,N]m a w awm alms MM;;aA6c �°"w�a'"" . uNmm nrtatma spa m rvm ro Aw dlumi.Na m"�a PFW01c Aw mwmM m I ,_,/r : • M uuAmaAm smd,wm asroa sxuL m ne m+�o,m x,.an�x�M Dmlma atoms wsr m sumrtm ro M E-�A m mx coolawo sisms v nmab ra owwz,z.mn+Pl wwmars siaseE spm INSULATION / VENTILATION NOTES: - ,n• In• sie u IOAr4 mD®e wYvwus m ro s:awls aE,boaw41 Aml.ro .,Ym M IEm rmr. ,• 1-�n- ,.n• ,Win• 1 Win- - E g.swL mD.m a Iw,Is'x rwsa a.P a msr r "mlew"�mg"`�.l�d m;lAa m�Jes COMPLGLNCE NOTES: a Z371.2iLE, mAi uw aDAa wsulnL Au srwcwam� .Jm aL PDmwas rwmwl nmis ArJ mP m,s ren nmmw.am twss uc Art mN rwmAAm Nmm M dLmw Eaoa a LE.1°a w10Wan�admc ro:E55 Ammmrum LoumBimm waaAla mrmalmme Aq cmvam MINIMUM PIPE INSULATION :4.,ImmuLi rs°�iArm�'x°Avrr�'wa"mx wml.4e. s ®Awc ssuxr um Fw<ws®I ovwm ne uo®moi agmrts<.awL as w awwa aw M rouD.cc Ar. OaaCw spa B[mfi,ax,m K IaoaY dl]' 1 NL aal6 a,nOl!rA9� r a£m&IAIm A aw ISDaIm P10IdO7 AS mWlm ND AYpmm Br Na a9 M ml)Na ABPIOO.T. PIPC 512E5 m f 1]Aata N OYYO0.Y]mY Id0i11 _ SaLYa4Y asNa B.ImaW DIstN ION9 ml 9RDK5 Aw O'MDI SaalLea iae 1�u•Moa ra mwECIW ro M lPN6vv,alLi crow n[w u ro M amen wa.AtiDr rmwb a¢Irsm.M prowl a•ra o]wst asa,EmlswA s cu®N.aamc¢Fx tAvi a as mums swL aE m w saAvr AS Pd M Aamwbx c ca mis ma]P]At. PraANDr R M YuvaCRwf. 1AWE 0012(» a'f �D@ Omrv°Os F1Tlm IPOY DH anAn AND cmDmcmc oma+twrmA as wimuw+s mutm Aq soda m1 MSE Oaumos ws and my DmG3 s®rar TD DewDe 77d)B 9asau"�Ius°1m eirob °wBu�ml AJ'""m`N"° a M6 M ss vas„__ tPTER 7eDA1mAEA ncoD Am nAB " 4[,ma u' d"" 4ROOND SP® 1DiNDOM9IC 6P8aAL tD�mWri ¢HmC Trot? DR51CH MTmAYI¢NT Hl3mID rie®]C ANTOLL 1 xmmu0 MM r mdrz ten n Rte' ..Irrw°1Uor taw r �w 00 mm (1me) ®PCCa ALVD 0Dm9 D®3!¢¢ ��ry'10�C DLLY e �Te . IRpODm L9Dg it]D' 20 PSF 1 170 VO I NO I NO I B SDOZE T-O-BOD.TO HEAW 1 15' YES N/A 5100 57' Propel Number Sheri SennI"v @-Tnk gree,Numlcr e Nv oa,e: HSYc NO m, taus f�,,a wr DBA:DESIGNER DRAFTING SERVICES Date e-n-iD 1347 BROOKLYN BLVD.-BAYSHORE-NEWYORK-TE1L631075093 PROPOSED RENOVATIONS Su1e w9 lalm Pro o,Tile A-8 THOMAS D.REILLY, P.E. Drag w �`eorEss NLP' - 4BEZEL LANE-SMrMOWN.NY 11787 tlaLm 611 LINNET STREET— GREENPORT, W ear e Thomas D. Reilly P.E. Consulting Engineer "For every house is built by someone,but the builder of all things is God" Hebrews 3:4 4 Bezel Lane Smithtown,N.Y.11787 Tel:(631)724-5740 September 27, 2021 D EC EoYE Village of Greenport Building Department SEP 3 0 2021 236 Third Street BUILDING DEPT Greenport, New York, 11944 TOWN OF SOU HOLD Re: 611 Linnet Street Greenport, N.Y. To Whom It May Concern, e This letterwill serve to confirm that the modifications shown on the attached plan conforms to the 2020 NYS Residential Code and Energy Codes If you have any questions at all, please do not hesitate to contact our office. Very truly yours, OF NEW r� cr_ Uj Thomas D. Reilly, P.E. m __ Generated by REScheck-Web Software Compliance Certificate Project 611 Linnet Street Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 611 Linnet Street Greenport, NY • • .• • Compliance: 6.0%Better Than Code Maximum UA: 266 Your UA: 250 Maximum SHGC: 0.40 Your 5 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. Envelope Assemblies Groiss Area or Cavity Cont. Assembly R-Vzffue R-ValUe U- actor UA Ceiling: Flat Ceiling or Scissor Truss 968 30.0 0.0 0.035 34 Ceiling 1: Flat Ceiling or Scissor Truss 142 30.0 0.0 0.035 5 Wall:Wood Frame,16" D.C. 944 15.0 5.0 0.053 37 Door:Solid Door(under 50%glazing) 14 0.320 4 Door 1: Solid Door(under 50%glazing) 14 0.320 4 Door 2: Glass Door(over 50%glazing) 38 0.320 12 SHGC: 0.25 Window:Vinyl Frame 88 0.320 28 SHGC: 0.25 Window 1:Vinyl Frame 100 0.320 32 SHGC: 0.25 Wall 1:Wood Frame,16"D.C. 1,072 15.0 5.0 0.053 57 Floor:All-Wood joistiTruss 1,110 30.0 0.0 0.033 37 Compliance Statement: The proposed building design described here is consistent With th g plans,specifications,and other calculations submitted with the permit application.The proposed building has been t 1p a 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory emen tiInspection Checklist. oM R y0 A?/—:p D Name-Title Signature o Date MZ 01 A 043595 � PQ Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Pagel of 9 REScheck Software Version o REScheck-Web 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 Plans Verified Field Verified # Pre-inspection/Plan Review► Value Value Complies? Comments/Assumptions &Req:@® 103.1, :Construction drawings and = []Complies 103.2 :documentation demonstrate ❑Does Not [PRM energy code compliance for the ; ;❑Not Observable 'building envelope.Thermal . ❑Not Applicable envelope represented on construction documents. 103.1, Construction drawings and �i❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for •.❑Not Observable . [PR3]1 lighting and mechanical systems. p� ;Systems serving multiple .❑Not Applicable :dwelling units must demonstrate i compliance with the IECC ; 'Commercial Provisions. �.� Heating and cooling equipment is: Heating: Heating: ❑Complies sized per ACCA Manual S based Btu/hr Btu/hr :F—]Does Not on loads calculated per ACCA Cooling: Cooling: ❑Not Observable . Manual)or other methods t .;::r. • ..,'7 Btu/hr Btu/hr `gNot Applicable approved by the code official. Additional Comments/Assumptions: 11 High Impact(Tier 1) {2:t Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Page 2 of 9 Section # . Foundation Inspection Complies? Comments/Assumptions &ReclAD 303:2a A protective covering is installed to !❑Complies [F,Ofi172r protect exposed exterior insulation []Does Not and extends a minimum of 6 in.below , Not Observable grade. ❑ WNot Applicable :403:9_:; 'tSnow-and ice-melting system controls ❑Complies installed. :❑Does Not :❑Not Observable 12(Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) :2`;< Medium Impact(Tier 2) :3; Low Impact(Tier 3) Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Page 3 of 9 Section (Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions Rdq.lD 402.1.1, 'Door U-factor. U- .32 U- :❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not °table for values. [FR111 [_-]Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U-_.3Z U- ❑Complies 1 See the Envelope Assemblies 402.3.1, :average). ❑Does Not I table for values. 402.3.3, []Not Observable 402,5 ❑Not Applicable [FR211 lJ 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. ❑Not Applicable 402.4.1.1 ,Air barrier and thermal barrier ;❑Complies [FR23]1 installed per manufacturer's .:❑Does Not V instructions. :❑Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ;❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440; ;❑Not Observable or has infiltration rates per NFRC ; 400 that do not exceed code - i❑Not Applicable limits. a; IC-rated recessed lighting fixtures.; :[]Complies sealed at housing/interior finish ;❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ;❑Not Applicable 403.3.1 'Supply and return ducts in attics ❑Complies [FR12]1 'insulated >= R-8 where duct is :❑Does Not J >=3 inches in diameter and >_ ;❑Not Observable i R-6 where<3 inches.Supply and. - return ducts in other portions of :❑Not Applicable the building insulated>= R-6 for . .diameter>=3 inches and R-4.2 -for<3 inches in diameter. 403.3.2 :Ducts,air handlers and filter '❑Complies [FR13]1 boxes are sealed with `❑Does Not U :Joints/seams compliant with :❑Not Observable International Mechanical Code or International Residential Code,as ❑Not Applicable applicable. 403.3;5" Building cavities are not used as ❑Complies (FR1513 '``j ducts or plenums. ;❑Does Not J}` +4 ❑Not Observable :❑Not Applicable HVAC piping conveying fluids R- R- :❑Complies [FRl'Z�?; .`'•above 105 QF or chilled fluids ❑Does Not - "CJ ..`below 55 QF are insulated to L-R- ; []Not Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC EComplies [FR2411 piping. ❑Does Not ❑Not Observable ❑Not Applicable :403;5':3;:� Hot water pipes are insulated to R- R- '❑Complies [FB,1:811 :,'zR-3. ❑Does Not []Not Observable ❑Not Applicable 1 High Impact(Tier 1) 1!-4. Medium Impact(Tier 2) -:3',,1 Low Impact(Tier 3) Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Page 4 of 9 Section Plans Verified PField Verified # Framing/Rough-In Inspeetion Value Value Complies? Comments/Assumptions &Req.l® 3:6 Y, F Automatic or gravity dampers are:. ❑Complies 11 1 40 [;FR191?; =i;installed on all outdoor air :_ ❑Does Not intakes and exhausts. ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 27 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 3Q3:1;';;:•; All installed insulation is labeled ;[]Complies IN1332;; or the installed R-values - :❑Does Not provided. "❑Not Observable <a;F `❑Not Applicable 402.1.1, Floor insulation R-value. R- .3 D R- :❑Complies ;See the Envelope Assemblies 402.2.6 Wood ❑ Wood ❑Does Not :table for values. [IN1]1 ❑ Steel ❑ Steel :❑Not Observable r ❑Not Applicable 303.2, .Floor insulation installed per ❑Complies 402.2.7 -manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the ❑Not Observable underside of the subfloor,or floor' framing cavity insulation is in ❑Not Applicable contact with the top side of ,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, :Wall Insulation R-value. if this is a R- /J R- ❑Complies :See the Envelope Assemblies 402.2.5, mass wall with at least lh of the Wood ❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation :requirement applies(FR10). E] steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per []Complies [IN4]1 manufacturer's instructions. ❑Does Not ':[]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: 611 Linnet Street Report date: 10/13/20 Data filename: Page 6 of 9 Section plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptoons &Req.ID 402.1.1, Ceiling insulation R-value, R- R- ❑Complies See the Envelope Assemblies 402.2.1, Wood ;E] Wood :❑Does Not table for values. 402.2.2, ;❑ Steel ❑ Steel :❑Not Observable 402.2.6 ❑Not Applicable [Fill' pp 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]' :Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable Vented attics with air permeable `. ❑Complies [F,12;2]?`; _ insulation include baffle adjacent '❑Does Not ?' to soffit and eave vents that t,extends over insulation. []Not Observable r`a ;❑Not Applicable 402.2.4 Attic access hatch and door R- R- .❑Complies [FI31' :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 [FI171' 'ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable - ®Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]' '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 w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 cfm/100 '❑Complies [FI4]' :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 'RNot Applicable occur during Framing Inspection. 403.3.2.1 :Air handler leakage designated ❑Complies [FI24]' by manufacturer at<=2%of ;❑Does Not ;design airflow. :❑Not Observable T❑Not Applicable '401-1:1= : Programmable thermostats :❑Complies [Fl9]2''�, installed for control of primary ❑Does Not ;heating and cooling systems and "' ' ;? initially set by manufacturer to ❑Not Observable ;code specifications. '❑Not Applicable Heat pump thermostat installed .❑Complies [FI.10]2=`'s on heat pumps. ❑Does Not ❑Not Observable a❑Not Applicable 40325:1•`'':_. Circulating service hot water '❑Complies [FI11`]?;; systems have automatic or ❑Does Not ''r accessible manual controls. , '(-]Not Observable Jr•, ,❑Not Applicable 1 I High Impact(Tier 1) ?2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assurnpt6ons &Req.ID •403:6:1-?,:SAll mechanical ventilation system ❑Complies (FI2Sfans not part of tested and listed ❑Does Not nsY HVAC equipment meet efficacy -[]Not Observable `, ?and air flow limits per Table R403.6.1. • . - -[]Not Applicable 40312;% ;` S Hot water boilers supplying heat `. ;❑Complies [F126]i:--' through one-or two-pipe heating ;❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water ;;'temperature based on outdoor []Not Applicable temperature. 4U35aaz�Heated water circulation systems ' ❑Complies have a circulation pump.The ❑Does Not ;system return pipe is a dedicated , return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- :❑Not Applicable i11,,•: �.`:_-, syphon circulation systems are "' present.Controls for `.:'t• circulating hot water system pumps start the pump with signal, for hot water demand within the ' :occupancy. Controls automatically turn off the pump ;when water is in circulation loop ;; •. `;;f is at set-point temperature and , ~:•;no demand for hot water exists. 4M3 A,,- Electric heat trace systems '❑Complies [FI29.]?;;,' 'comply with IEEE 515.1 or UL ❑Does Not 7515.Controls automatically ❑Not Observable 'adjust the energy input to the ` k heat tracing to maintain the []Not Applicable desired water temperature in the piping. 403:5:2•i , Demand recirculation water r ❑Complies [P130]?�. .Z systems have controls that T❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water j :❑Not Applicable . '.piping to<-1049F. 403:5 4 '`Drain water heat recovery units ❑Complies [FI31]2,=,,-�•;,itested in accordance with CSA ❑Does Not B55.1. Potable water-side ❑Not Observable .;`,,:; -'.;;,.,,,,•pressure loss of drain water heat ❑Not Applicable recovery units<3 psi for pP individual units connected to one or two showers. Potable water- '- side pressure loss of drain water ',y•i heat recovery units<2 psi for ``'>3 individual units connected to ;three or more showers. 404.1^ 90%or more of permanent ❑Complies [FI611 fixtures have high efficacy lamps.; ❑Does Not :❑Not Observable ❑Not Applicable 40:4:,1:1. Fuel gas lighting systems have ❑Complies no continuous pilot light. ❑Does Not :❑Not Observable 1 '❑Not Applicable '4OT3T ' a;Compliance certificate posted. ❑Complies :❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) —F,'--F—Impact(Tier 2) 33: Low Impact(Tier 3) Project Title: 611 Linnet Street Report date: 10/13/20 Data filename: Page 8 of 9 Section Pians Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303,3x..'.,` Manufacturer manuals for :❑Complies [FI18j3;'.; ,f mechanical and water heating °❑Does Not gsystems have been provided. i ❑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: 611 Linnet Street Report date: 10/13/20 Data filename: Page 9 of 9 41( 2018 IECC Energy 1 Efficiency Certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): D.• . • Window 0.32 0.25 Door 0.32 0.25 s• • • Heating System: Cooling System: Water Heater: W )1 ICS yO�� Name: Date: Comments Ir/ �r \ W LU "►� CD 2 Zs 04359' v ��pROFESS���P l PLUMBER CEr, ON LEAD CONTENT A/jP�PR VED AS NOTED �c CERTIFICATE OF OCCUPA DATE: (v -I g,p,; �b SOLDER'USED IN WATER FEE: BY: SU�'PLYSYSTEM CANN(-- NOTI Bl1ILDINC =`'ARTMENT AT EXCEED 2/10 OF 10 ' :- 765-1802' 8AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2: ROUGH FRAMING & PLUMBING �. PLUMBING3. INSULATION SILL PLUMBING WASTE 4. FINAL - CONSTP!Y—rION MUST WATER LINES NEED BE COMPLETE F .0. T 11a7G'BEFORE COVERING ALL-CONSTRUCTION- SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES Oi- NEW YORK STATE & TOWN CODE` AS REQUIRE AND CONDITIONS OF SC;THCLD TOWIJ ZBA TRUSS PLACARDING REQUIRED SOUTHOT 0ARD sGna-�� DO NOT PROCEED WITH FRAMINO UNTIL SURVEY OF FOUNDATION LOCATION HAS SEEN APPROVED. OCCUPANCY OR USE IS UNLAWFUL Blower door .NITHOUT CERTIFICA- and ductwork .)F OCCUPANCY testing required. Must provide Manuals RETAIN STORM WATER RUNOFF D, J and S as per PURSUANT TO CHAPTER 236 NYS Energy Code OF THE TOWN CODE. All exterior lighting installed, replaced or repaired shall conform to Chapter 172 of the Town Code 4 5 6 7 8 9 1 1 2 3 0 111 1 PROPOSED FIR FLOOR LIVING SPACE (220.0 SQ. FT.) EXISTING SECOND FLOOR LIVING SPACE 492.75 S . FT. TOTAL12PICE IS 712.75 S . FT. Q ) Q N 82°45'20" 4" SPHERE UNABLE TO PASS THRU 50. 11 ' 22'-0" 4' CHAIN LINK FENCE 16'4x4 P.T. POST WITH SIMPSON BCS2-2/4 POST CAP —--——�— — — — 16'-4" 5'-8" ANCHOR do SIMPSON ABU44 POST BASE 10 6' STOCKADE FENCE WOOD INSIDE DECORATIVE COL BALD TERS ® I PLATS 1 7 a, 6" - - — — — — — — — — — — — — — — — — — — — " ��C' X22. STEPS _ g ROO D OVER PATIO (2) 2- - - - - - - - - - - - - - - - - - I x8' TO B DEMOLISHED 2"x8" FLUSH NAILERI 1 0 2 5T0 Y 1 � I HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED AND W/ Ys„ LAG BOLTS I 11 �1 I CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 200 Ibs. FRA If O� I STAGGERED 24” O.0 I I " 1 CONCENTRATED LOAD IN ACCORDANCE TABLE R.301.5. I GABA E e- I W/ SIMPSON HU28'S I1 °1 °X° I i� * HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT �y I 1 co I I 1 co I 1 LES THAN 1 1/2" BETWEEN THE WALL AND THE HANDRAIL AS I LOT AREA • 6277.79 SO. FT. I f`RAVIA�pAf:F N 1 00 � PER SECTION 8311.7.8.2 I W I I ADD NAILERS TO PERIMETER I I 2"x6" F.J. 0 16" O.C. o N * ALL NEWLY CONSTRUCTED STAIRS, HANDRAILS AND GUARDRAILS I GARAGE AREA - 492.75 SQ. FT. OF EXISTING STAIRWELL 1 i i MAIN HOUSE AREA - 1119.13 SOFT. TO BRING FIRST FLOOR I 1 N „ SHALL CONFORM TO SECTION R311.67 OF THE 2015 IRC. 10.0, I 1 REAR DECK AREA 47.16 SQ, FT. NEW 2"X8 FLR. JSTS. IN THIS LEVEL IN THIS AREAI I I AREA TO FLUSH UP FLOOR SYSTEM ——————J TOTAL SO FT. OF BUIL.DIINGS AND REAR DECK- 1659.48 SQ. Fr. L — — — — — — — — — — — — — — — _ _ J L_ — — — — ABOVE (ALL ONE LEVEL) CONC. APRON 1659.48 (MAIN BLDG./DEM GARAGE) DMDED BY 6277.79 SQ. FT. (LAT AREA) _ _ NOTE : : i I . •x.6.4 S of LffOCWPIM _ _ _ _ _ __ _ _ _ _ 1 1 I ( STAIRS TO BE ALL LUMBER TO BE PRESSURE TREATED LUMBER O 0 DEMOLISHED I I 6" SPHERE UNABLE M A5PHALT DRIVEWAY 36" ACCESS 1 1— — — 1 I TO PASS THRU M J 1 LO — — I Ln EXIST. 2"00" F.J. 0 I _- --I I O LID N 1s" O.C. �� L I'---- _ i 2 RAILING DETAIL I %� ' to E - o �.S NO CHANGE - - 1 I ADD NAILERS TO PERIMETER - SCALE: NTS ! 0 v OF EXISTING STAIRWELL 1 ( I TO BRING FIRST FLOOR 1 LEVEL IN THIS AREA EXIST. 2"x10" F.J. 0 I w i Q I I 1 10" 16" O.C. 1 I w I I � ` I ILL_ J L - - — - - - - - - - - - - - - - - - —1 1 w LO _ _ _ -- I PROPO ED FIRST REAR BOILER 11'-9" REFERENCE I 8301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE p CONIC. N / %/% DECKI (47.6 SQ. FT.) DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION I•— iv ( I io w I I FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST ASTM E 1996 Ln STOOP �jN6 � I I iv > I M I I AND ASTM E 1886 AS MODIFIED IN SECTION 302.2.1.2.1. GARAGE DOOR GLAZING OPENING L9 5TEP5 r--- PROTECTION FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF AN APPROVED --- I --- �„ ;� I I OIL TANK �D �' rz 3-1/2" DIA. X 1/4" STEEL � I IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. , 1 iv z 1 1 ^ I U PIPE COL. ON 3'x3'x1'-4" DEEP I I z CONC. FTG. I I - �1 1 �- , 1 I� DEMO EXITING /b� PRO OSED 2ND STY. 1 i i TABLE 8301.2.1.2 STOOP AND STEPS 1[ADDITI (1119.13 SQ. FT.) N 1 i �—I—J I i N WINDBORNE DEBRIS PROTECTION FASTENING #611 W • � W " " I 1 SCHEDULE FOR WOOD STRUCTURAL PANELS �- m STORY �— 1 ,x (� EXIST. 2 x10 F.J. 0 C I t= " ( I FASTENER SPACING (INCHES) w U FRAME U ( N 1 16 O.C. I FASTENER TYPE I BASEM PANEL SPAN PANEL SPAN PANEL SPAN D WEL L lNG 04 FEET 6 FEET 8 FEET Q / 1 . 1 7'-0" C.H. __ NO CHANGE r I It > O 10 I ( NO. 8 WOOD SCREW BASED 16 10 8 N Q I I I 1 I I I ANCHOR WITH 2" EMBEDMENT LENGTH z1 1 --J 1 Iz LCA cn W 1 I NO. 10 WOOD SCREW BASED N Q L6N I » 16 12 9 1 I I ANCHOR WITH 2 EMBEDMENT LENGTH r 00 1 'LU x 1� D I 1°O 1/4" LAG SCREW SCREW BASED 1 N I I EXIST. 2"x10" F.J. 0 16 16 16 10.9 23. ' 1 I N ANCHOR WITH 2 EMBEDMENT LENGTH 16.2 1 16" O.C. v i I 2 FOR SI: 1 INCH=25.4 mm, 1 FOOT-304.8 mm, 1 POUND=4.448N, Q WOOD - 1 1 MILE PER HOUR= 0.447 m/s. C�` - - - - - - - - - - - - - - - - - - - - -- - - J A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS, Vin AND A 33 FOOT MEAN ROOF HEIGHT. PLANTER 1 ( B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. �j r- - - - - - - - - - - - - - - - - - - - - - -- - - - 7 I FASTENERS SHALL BE LOCATED NOT LESS THAN 1" ROM EDGE OF PANEL. OZ 2 1 100.33' TIE C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH V OF NOT LESS THAN 2" INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN -------------- - - - - - - - ,SMWE 1 I I 2-1/2" FROM THE EDGE OF CONC. BLOCK OR CONCRETE. - 7'-0" C.H. 1 EXIST. 2"x10" F.J. 0 I I D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING • I NO CHANGE I I I VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 POUNDS. M i I 16" O.C. I CONC. WALK ---------------------------- -------- U� �2W► e r� _ 1 " I EXIST. 2"x10" F.J. 0 1 I ------------------------------------- VENT S 82046'1011E I N 16" O.C. P3N P3� ONIOL VENT PIPES THAT EDGE OF PAVEMENT - - - - - - - - - - - - - - - - - - - - -- - - - EXTEND THROUGH A ROOF SHALL BE TERMINATED L — J I NOT LESS THAN 6 INCHES (152MM) ABOVE THE ANTICIPATED 50, 17' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SNOW ACCUMULATION, WHICHEVER IS GREATER. WHERE A ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR l� ' 23'-2" PURPOSES, OPEN VENT PIPES SHALL BE TERMINATED NOT LINNET S LESS THAN 7 FEET (2134MM) ABOVE THE ROOF. P3103.2 FROST CLOSURE. WHERE THE 95.7 PERCENT VALUE FOR THE OUTSIDE DESIGN TEMPERATURE OF 0'F (-18'C) OR LESS, A-3 VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS OF THAN HE VENTESHALLMBE IN NOT LESS MTNINCREASE 1 FOOT. (304.8MM) SURVEY BY INSIDE THE THERMAL ENVELOPE OF THE BUILDING. e7 PLOT PLAN T. EASON LAND SURVEYOR (01FOUNDATION Z BASEMENT FLOOR PLAN - SCALE: 1"=10'—O" 27 POPLAR STREET SCALE: 1/4"=1'—O" PORT JEFFERSON STATION, NY 11776 n JOSEPH TRAVAGLIA Project Number Sheet Status Seal-7, i DBA : DESIGNER DRAFTING SERVICES S Date 8-27-20 No: Date: Issue: No: Date: Issue: �����-�4: `- ISheet Title Sheet Number 1• 8-27-2DEXWM 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVAT I 0 N S �.. Scale AS N01W 1-13-21 UPDA70 AS PER 7 R - �_� q �� �� � Project Title 1-21-21 UPDATES AS PER TOM 4. I'ry �° THOMAS D. RE ILLY, P.E. Draw LL ., <! , 4 BEZEL LANE -SMITHTOWN, NY 11787Check ,� 611 LINNET STREET - GREENPORT, NY 1 of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 ALL WOOD DECKING 22'-0" (PRESSURE TREATED LUMBER) 36" WOODEN HANDRAIL AS 16'-4" 5'-8" PER NYS BUILDING CODE 22'-0" 8#-2" 10" 4x4 P.T. POST WITH SIMPSON C � V �' " t0" �BCS2-2/4 POST CAP 5'-11" 10'-5" 5'-8" ANCHOR & SIMPSON ABU44 POST BASE D 3 0 2021 EXISTING WINDOWS TO FOR HANDRAIL INFO INSIDE DECORATIVE COL. SEP BE REPLACED WITH SEE DETAIL 2/A-1 6" — — — — — — — — — — — NEW (2) 28"x38"DH WIN BUILDING DEPT. TOWN OF SOUTHOLD ZL (2) 2"x8"HDR. NI I N 1__� W15'-6"CD ! \ z v _ (1) 4" cI 3 �, o N -s _ I STEP UP d = o R Z w I 00 I o ( (3) 6 ! 0 3 �-? `� N U 00 N o I STEPS UP °° °O I z w 00 ol:i 00 N ® 1 ¢ N o I00 00 ROOF BELOW g ^ 4 ix 3 U REMOVE EXIST.`' w Z I C-0 C.DNEW DINING AREA WINDOWS AND ! o z w z N cn o ., I i ` REMOVE EXIST. REAR „ REPLACE WITH 00 m8-2 C.H. NEW SLIDER 204 v DOOR PATCH TO MATCH „ „ — „ „ _ —� � EXT. WALL SYSTEM 30"X36' DH 30"06" DH III I I i EGRESS WIN. EGRESS WIN. -- - ---- - 2 2"x6'HDR. z = 6'-3 \/ © I (2) 1-3/4"x11-7/8" ML I I \ I I ( ) (2) 2"x6"HDR. 1 - MV (I r� I I I I iv = 10'-8" 10'-4" W N N C1 75 X CFM I / - I !x L + - J NEW 2"x8" C.J. I- - v N GFI� FAI LLQ_� U_ , I -DW - I 0 16" O.C. BEA ZING WALL I-- - - - - REF. u: IrII � �z co I I N L N _ a 00 o .- BDRM• �- - - - - -- - o I r - �, 0 3 ,co 8' -o C.H. ! !x pr,Z R � II BDRM• I I I / N 8-2" C.H. i �j .a _ ,vu', �, '� M REMOVE DOOR I& I I " / I N o M o;�, Rx W o PLATFORM 3 -7 1 2 0 I "'o �w OD 4,_2„ 8'-0" C.H. `V PATCH TO MATbH / 2068 04 C EXT. WALL SYSTEM---�� N NEW FLUSH -(3) 1-3/4"x7-1/4" ML - (2) 3/4"x7-1/4" - - —1 r - - - c1 CLO. 0O x � NEW 2"x8" C.J. ISLAND STE PLATES II N 00 `�' M N ® 16" O.C. 0 3 II — qJ_ _ _ - — �— — — — — — —J— — — oD CIO, x UJ I 2068 N M WZ I \ 7'-5" ' 1 1/2" 9"Dv 00 2668 X_o_ DESK " 1 x - EX. 2"x8" F.J. 0 16" o _ N LMU YCLO.— — _ - 0 7-5 -\ O.C. (V.LF.) ~ v CLO. N Q v " .L WALLS AND STAIRS S 3 3 II = 6 UN. REMOVE XIST. N 00 I (2) WIND I v� II! TO BE DEMOLISHED 3 w o °' PATCH T MATCH = II a = = zIF Ito c) S i� pA'ru °' �! 0 2 24x8�FIDR. 0 3 R EXT. WA SYSTEM -9FFICE I I DN. TO -�,z., ="max' \ 13 =�-0L"1C.H. N I I .°x° OD �V4 IF ) Ln \ 8'-2" C.H. r7 ( ! BSMNT. UJ m N 0 00 � - \�� N (2) 2"x8„HDR. ^ o '— z 00 p : _x � — _——— —— ro w Q, 71.7 SQ. FT. "' X �� 2068 DN. I I DECORATIVE COLUMN TO I N DOORS J 1 I II I It 0 3 I FALL DIRECTLY ON ? = I STEEL COLUMN BELOW i.i z a 1 DBL FRAMED �° z BARN 3' MI I I - 3 o N PULL-DN. STAIR \ \ I (ATTIC ACCESS) b 3 DOOR I i N o 00 N 1 N o- EX. 2"x8" F.J. 0 16 I 11'-9" REFERENCE- - - axx , 1 N M nil O.C. (V.I.F.) I I N °'M°S- 1 v g l l OPEN STAIRWAY _J I 1 REMOVE EXIST. " x 0- II; - - -WALL WITH - 100CR2020-RO I�N I II (2) WINDOWS = LIVING ROOM - I1� - - -RAILING _ MASTER BDRM. .1 PATCH TO MATCH = 8'-2" C.H. rj ' IW4 CLO, 8'-0" C.H. M 1 EXT. WALL SYSTEM 1 I : 8'-0" C.H. is I X 00 �D M <V N\_ I11 r, I I N O Rx I REMOVE EXIST. DOOR U z N III UP PATCH TO MATCH EXT. II 1 3'-4" _ M I {} 5" WALL SYSTEM z o 3 1 NEW 2"x8" C.J. z o- II TT NEW 2x8 C.J. " =3 o II �,X.00 = 3 IIS `i oo I 0 16" O.C. ® 16 O.C. x N to _ —M 4 N 11'-0„ III 11'-4 1/2" ;�, w ^ I 6'-6" 16'-0" o i � MW =O (2) 2"x8"HDR. (2) 1-3/4"x11-7/8" ML (2) 2"x8"HDR. (2) 2"x6"HDR. (2) 1-3 4"4-1/2" ML (2) 2'x8-HDR. I n 24"x80" PIC. WIN 24"x80" C. WIN (1) 4„ ---24"x80" PIC. WIN— .24"x80" IC. WIN00 --_= — -- o i 0::I 1 STEP UP 1 = o _I --_ 1�------- (1) 4 V „ _ 1 --- o - = I I 00 = _I -- _- STEP UP 1 00 ! II II OO __-._____._�.___ _.._.___.._____—__BALCOW--_ .--____—___—._.-___ �._.____...� _ _ = X = X I N M M !x - —_- --�..-- ---- ------------..-._._�-_.---- —.._�_ N M I v l 1 c0 '00 00 EQ. EQ. 90 -EQ. (3) 2"x8" HDR. (3) 2"x8" HDR. (3) 2"x8" HDR. (3) 2"x8" HDR. (3) 2"x8" HDR. (3) 2"x8" HDR. FOR HANDRAIL INFO SEE DETAIL 2/A-1 (3) s" ALL HEADERS TO HAVE 4"x4" 3'-7" -30 7'-3 1/2" 4'-0 1/2" STEPS UP POST, BOTH SIDE UNLESS OTHERWISE SPECIFIED ALL WOOD DECKING 5'-7 1/2" 5'-11" 7'-6" 4'-1 1/2" 23'-2" (PRESSURE TREATED LUMBER) 4x4 P.T. POST WITH SIMPSON 16'-1 1/2" 6'-0" BCS2-2/4 POST CAP 36" WOODEN HANDRAIL AS ANCHOR & SIMPSON ABU44 POST BASE PER NYS BUILDING CODE 23'-2" INSIDE DECORATIVE COL. 1 FOTES CARBON MONOXIDE DETECTOR DETECTOR: SHALL BE WIRED INTO OMES ELECTRICAL SYSTEM AND SHALL BATTERY BACK UP IN CASE OF POWER LOSS ri'N SECOND FLOOR PLAN K"""i FIRST FLOOR PLAN SCALE: 1/4"=1'-O" SCALE: 1/4"=1"-O" Nom: SMOKE DETECTORS & CARBON MONOXIDE DETECTORS SHALL CONFORM TO R314 AND IFC 915 AND APPLICABLE CHAPTERS OF APPENDIX J AS PER 314.2.2 OF THE 2017 NYS SUPPLEMENT Project Number Sheet Status Seal! DBA . DESIGNER DRAFT ING SERVICE S • Date 8-27-20 Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: 1. 8-27-20 EMSTM CONDMONS 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVAT I 0 N S Scale AS MORED 2. 8-22-21 T(M REVSW t Project Title A- 2- SMITHTOWN, THOMAS D. REILLY, P.E. Draw LL4 BEZEL LANE - NY 11787 611 LINNET STREET - GREENPORT NY Check TR � 2 of 8 �ESSI01 1 2 3 4 5 6 7 8 9 10 111 12 SEE DETAIL #1 & 11, DWG. A-7 FOR 2"00" RIDGE BM. RIDGE VENT DETAIL & STRAPPING ROOF CONSTRUCTION RIDGE VENT dk CEIL. HEIGHT EL.= 19'-4" - -_ - - ' - ' 2"x6" 0 16' O.C. ASPHALT ROOFING ON - - - - - - - - - - 000 \ COLLAR TIES RIDGE VENT 1/2' EXTERIOR PLYWOOD SHEATHING 15 Ib. FELT 2"x8" ® 16" O.C. R.R.'S ROOF SHINGLES AS PER OWNER B 8 B B B B B B B B B B B SNOW & ICE SHIELD FROM EVES EDGE TO POINT A, MIN. OF 24 PAST THE WARM SIDE 12z OF WALL LINES (SEE DETAIL #6, DWG. A-7) PROP. VINYL SIDING, TYP. 6 " �n 2�-0» METAL CONNECTORS AS REQ. AS SELECTED BY THE OWNER 2"x4" TIES X 48" LONG 0 16" O.C. 2"x4" TIES X 48" LONG 0 16" O.C. SEE DETAIL #6, DWG. A-8 FOR SOFFIT VENT DETAIL f CEIL_. _HEIGHT E_L._= 19'-4"_ _ _ _ _ _ _ �'� X X XXXk <�';� ALUM. GUTTERS & LEADERS CIA P COLOR TO BE " » » » `� PROP. FASCIA, TY ( 1/2SHEETROCK NEW 2x8 0 16 O.C. CJ. R-XX INSUL VENTED SOFFIT TO CODE SELECTED BY THE OWNER) R-15 INSUL. TAPED AND SPACKLED WALLS AND CEILING WALL CONSTRUCTION — " BDRM• R-15 INSUL. 12" OH 2"x4" 0 16' O.C. WALL STUDS TO EXTEND TO DOUBLE FF-- 4"x6* P.T. POST WITH SIMPSON 12 OH o Mq BDRM 8'-0" C.H. TOP PLATE W/-3.5 BATT INSUL. (R-15) o i' BCS2-2/6 POST CAP ANCHOR 00 8'-0" C.H. 8'-0" C.H. '00 & SIMPSON ABU46 POST BASE 1/2" SHEETROCK SIDING AS PER OWNER ON ON 1" RIGID INSUL. (R-4) " INSIDE DECORATIVE COL. I SEE DETAIL #12, DWG. A-7 WALLS AND CEILINGTAPED AND ED CONCEALED ON 15 LB. FELT ON 1/2" PLYWOOD SHEATHING FIN._FLR. EL._11 -4" _ _ _ _ _ _ ` : �FOR 2nd FLOOR FLASHING (TYP.) " �> t H SEE DETAIL #6, DWG. A-7 � �" FOR SOFFIT VENT DETAIL oo w CEIL. HEIGHT EL.= 10'-6" ,7 I v x ( ( .x i 4"x6" P.T. POST WITH SIMPSON � ALUM. GUTTERS & LEADERS I I �' I BCS2-2/6 POST CAP ANCHOR i/ NEW 2"x8" 0 16" O.C. FJ. (2) 1-3/4"x11-7/8" ML NEW 2"x8" 22 IN O.C. �/ PROP. FASCIA, TYP. (COLOR TO BE & SIMPSON ABU46 POST BASE R.R.'S W/R-22 INSUL. SELECTED BY THE OWNER) INSIDE DECORATIVE COL. R-15 INSUL. z METAL CONNECTORS AS REQ. FOR HANDRAIL INFO LIVING ROOM 5): KFTCHEN EW DINING AR / EA SEE DETAIL 2/A-1 8'-2" C.H. 8'-2* C.H. 8'-2* "M C.H. R-15 INSUL. 1/2 SHEETROCK I II ALL WOOD DECKING i' TAPED AND SPACKLED EXISTING WALL CONSTRUCTION I c3 (PRESSURE TREATED LUMBER) WALLS AND CEILING 2"x4" 0 16" O.C. WALL STUDS TO EXTEND TO DOUBLE o 36" WOODEN HANDRAIL ASTOP PLATE W/-3.5 BATT INSUL. (R-15) r� 0 �Q PER NYS BUILDING CODE EXISTING 2"x10" ® 16" O.C. FJ. EXISTING 2"x10" ® 16" O.C. FJ. I I � FIN. FUR. EL.= 2-4» »SIDING AS PER OWNER ON ON 1 RIGID INSUL. (R-4) 0 0 1 �w 11*1 qM �0 V ? ON 15 LB. FELT ON 1/2" PLYWOOD SHEATHING GRADE ELEV.= 0'-0* EXIST. (2) 2"X6' J GRADE ELEV.= 0-0 I rs Rx SILL PLATE BEYOND EXIST, UNFINISHED EXIST. CRAWLSPACE S% NQ EXIST. 4"x6" BASEMENT�� L� I I I EXIST, FOUNDATION CONSTRUCTION CONT. TIMBER GIRGERJ 7'-0" C.H. Q 8" POURED FOR STORAGE CONCRETE FND. (V.I.F.) 8x16" POURED CONCRETE SPREAD, FOOTING (VA.F.) 3-1/2" DIA. X 1/4" STEEL PIPE 2"x8" R.R. 0 16" O.C. COL. ON 3'x3'x1'-4" DEEP CONC. FTG. r1`*-NS-ECT10N THR U MAIN HOUSE FRONT TO BACK SCALE: 1/4"=1'-0" II w 2"x8" R.R. 0 16" O.C. 0 II ax II ROOF 4" V.T.R. 4" V.T.R. 4' V.T.R. I I N U BATH 2* II II —�—— I i TABLE P3201.7 SIZE OF TRAPS 1 ' 1/2' � ' '/2' ' �1 1/2' I FOR PLUMBING FIXTURES 1 I ¢-2" 1 I 2"x8" R.R. 0 16" O.C. 1 j we LAv j i TRAP SIZE 1 1 TUB i 1 1 �2 1/2» 1 PLUMBING FIXTURE SECOND FLOOR 1 I 1 I 1 MIN. (INCHES) BATHTUB (WITH OR WITHOUT SHOWER 1 3" 4" 2" 1 1/2' 1� 2» 1 HEAD AND/OR WHIRLPOOL ATTACHMENTS) 1-1/2 — — 1 » __ KITCHEN B . _— '—I— -1 — — — — 2 1 BIGET 1-1/4 I I 12 2II it �1 1/ ' � ' 1 `P-1 1/2� 1 1 CLOTHES WASHER STANDPIPE 2 Q SINK SINK i � i 1 1 WC I 1 LAV 1 » 1 DISHWASHED ON SEPARATE TRAP 1-1/2 =o " OW 1 SHOWE i 1 I 2 1/2 1}2 1/2" FLOOR DRAIN 2 +� t° +19 FIRST FLOOR 1 ( 1 I ( �\ KITCHEN SINK (ONE OR TWO TRAPS, WITH OR WITHOUT �� 0 2" 2" 2" 3" 4" 2" 1 1/2" ( DISHWASHER AND FOOD WASTE DISPOSER) 1-1/2 I I `, 132 do I LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1-1/2 I too I 1ax N 2" ———J I LAVATORY 1-1/4 1 2" SHOWER (BASED ON THE TOTAL FLOW RATE 1 THROUGH SHOWERHEADS AND BODYSPAYS) — BSMNT, FLOOR FAII " W D FLOW RATE: - - - - - - - - - - - - - - 5.7 GPM AND LESS 1-1/2 MORE THAN 5.7 GPM UP T0, 12.3 GPM 2 MORE THAN 12.3 GPM UP TO 25.8 GPM 3 2" 3" 4" 2" 1 1/2' 3" 4" 2" 1 1/2" 3" SOIL MORE THAN 25.8 GPM UP TO 55.6 GPM 4 3" STACK FOR SI: 1 INCH = 25.4mm 3 R O OF PLANT N CO COM CO SCALE: 1/4"=1'-0" TO AN APPROVED SANITARY 4" C.I.H.T. SEPTIC SYSTEM 2 PLUMBING RISER DIAGRAM SCALE: 1/4"=l'-O" Project Number Sheet Status _ ; ea Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: a , . ��o. ,�, DBA : DESIGNER DRAFTING SERVICES Date 8-27-20 1• 8-27-20 MOSTM CONDMONS BAYSHORE - NEW YORK - TELE. 631697 56931397 BROOKLYN BLVD. PROPOSED R E N OVATI 0 N S Scale AS N070 r I° Project Title A- 3 THOMAS D. RE ILLY, P.E. Draw LL 4 BEZEL LANE - SMITHTOWN, NY 11787 Check TR611 LINNET STREET — GREENPORT, NY 3 of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 21'-9" STAIRS TO BE STAIRS TO BE EXISTING ROOF EWING TT) I VAIN DEMOLISHED DEMOLISHED ASPHALT ROOFING ON REMOVE EXIST. DOOR I I I I I ( I I I I I REMOVE EXIST. WIN. 1/2 EXTERIOR PLYWOOD SHEATHING ON OIL TANK I I I I I i l l I I I PATCH TO MATCH EDPM OR ROLLED ROOFING ON 30 Ib. FELT �„ I BELOW I I I I I I I I I I i l l I PATCH TO MATCH i l l l l l l l l i l I I Exr, wgLL SYSTEM SEE DETAIL #1 & 11, DWG. A-7 FOR - - - - - - —I — I I I I I I I I I I I I I I EXT. WALL SYSTEM I I I I I I I I I I I I I RIDGE VENT DETAIL & STRAPPING - - - - - !NS SNOW & ICE SHIELD FROM EVES EDGE TO POINT A, MIN. OF 24" PAST THE WARM SIDE j— — — — — — — — — - — +2'_8"- 117'_9" / ~� 12 OF WALL LINES (SEE DETAIL #6, DWG. A-8) BOILER (81.-0 _ .�� REMOVE EXIST. WIN. C.H. `-�I � �- UJ_ ` � a 2 1/2 �- " METAL CONNECTORS AS REQ. + + PATCH TO MATCH o = 2 0 ALUM. GUTTERS & LEADERS I - EXT. WALL SYSTEM ;r, 2068 Ln = I I 3 HOUR FIRE I +1,-4» I » ,�> I 3 -0 3 -0 =CLO --- o _ SEE DETAIL #8, I I i RATED STEEL DOOR L_ �$ I » i --- CEILING HEIGHT ELEV.= 16'-1" DWG. A-7 FOR SOFFIT VENT DETAIL a> 5-0 - - - - - - co EXIST. CMU BLOCK WALLS I I 3668 1 I o - _ ` / — VENTED SOFFIT TO CODE '00 _-- T (2) 2668 SLD. BDRM• Q I 10'-6 1/2" 9'-2 1/2" I o = o I 6'_7" REMOVE EXIST. WIN. EXISTING WALL CONSTRUCTION 8'-0" C.H. PATCH TO MATCH � 00 �. "' I "' 2x4 0 16 O.C. WALL STUDS " C.M N I I o l Z EXT. WALL SYSTEM W R-15 INSUL. R-15 INSUL. 1/2 SHEETROCK R-15 INSUL. 9 I = I / TAPED AND SPACKLED EXISTING_WALL CONSTRUCTION WALLS AND CEILING 2868 �v �'" N CLO. I o CLO. ax E2"x4" 0 16" O.C. WALL STUDS 3 = � 2! ci2 C14C N STAIRWAY W/ R-15 INSUL. ~-' I I I I c �P�CKEf �00 I N o SEE DETAIL #12, DWG. A-7 w I I 1 — I _ _� —_— -1 c.� i i - _ _ i FOR 2nd FLOOR SHEAR HOLDDOWN DOWN .-.1 DW = I ►� °X° r CAVITY SIDING AS PER OWNER ON ON 1" RIGID INSUL (R-4) STORAGE AREA o I N N N " / 3 4" PLYWOOD SUBFLOOR ON 15 LB. FELT ON 1 " 7'-0" C.H. - i I I `" I I FINISHED FLOOR ELEV.= 8-1_ _ / /2 PLYWOOD SHEATHING I I v I I = CEILING HEIGHT ELEV.= 7'-4" _ �- `Y `444 - V4T ^i � > 44Q� > W 2868 I I � - - - - - —�' CONSTRUCTION 1 I I IBDRMBDRM° / 2"x8" 0 16" O.C. F.J.'S 2"x4" 0 16" O.C. WALL STUDS 'n i I KIT I = I I 8'-0" C.H. 8'-0" C.H. R-15 INSUL. �TCHEN/ VN/ R-15 INSUL. I = cv REMOVE EXIST. WIN. DMING WALL CONSTRUCTION 1 DI I I I PATCH TO MATCH DINETTE AREA R-15 INSUL. _ EXT. WALL SYSTEM 8" CMU WALLS , p T 7-0 C.H. I i I ( � 7'-0" C.H. EXIST. 2"x8" F.J. 0 1 228.75 SF `O / SIDING AS PER OWNER ON I I " r 4 I � -� I I 1 2" SHEETROCK 16 O.C. I EX ST. 2"x8" F.J. 0 I I I FIN. FLOOR EL.= 0'-4" TAPED AND CEILING D ON 1" RIGID INSUL. (R-4) I WALLS AND CEILING ON 15 LB. FELT ON 16 O.C. 1/2" PLYWOOD SHEATHING 10'-8" 9'-11" �GRADE , mm-• rt_ / I I I I I N » p p ... _ ••..,.. .. . a rm�^,.... -... r. y.....,..,.,.s,.,.•.....,n".m.:^.-r. » » EX. 2) 2_x12" HDR. I , ... . .. . . . . .. ., ... . : .... ....... ., .. " � ;.. . . ... . .. . .. �. 5/8" DIA. ANCHORB L - _ _ (.2) X12-HDR - - J i ► =7 7y _ _ _ _ I i (2) 2 x10 HDR. (2) 2 x10 HDR. o (2) 2x4 BOTTOM o / " BOLTS AS PER CODE _ ? " ,i 3-0 MAX. O.C. ;�, 4 CONC. SLAB PLATE (TREATED LUMBER) - - - W\ 6x6 6/6 W.W.F. M EMM FOUNDATION CONSTRUCTION 72"x12" PICT RE WINDOW 72"x12" PIC RE WINDOW r 8" CAST-IN-PLACE EXIST. GARAGE REPLACE GARAGE DOOR REMOVE EXIST. g" OVER 6 MIL. POLY-VAPOR BARRIER, DOOR TO REMAIN WITH NEW (3) �OOf; 8070 GARAGE DOOR ON 6" COMPACTED BASE CONCRETE FND. Q 5'_7" 10'-7 1/2" 5'-7" 4" 8"x16" CAST-IN-PLACE CONCRETE 7'-10" 3 1/2" 7'-10" 1'-11" 21'-9" 4" SPREAD FOOTING 21 .9» r3'*)I, SECTION SCALE: 1/4"=l'-O" 3 3 A-4 A-4 ('* i GARAGE FOUNDATION FLOOR PLAN 2 SECOND FLOOR PLAN SCALE: 1/4"=1'-0" - SCALE: 1/4"=1'-0" 1`IQI�: SMOKE DETECTORS & CARBON MONOXIDE DETECTORS U SHALL CONFORM TO R314 AND IFC 915 AND APPLICABLE CHAPTERS OF APPENDIX J AS PER 314.2.2 OF THE 2017 NYS SUPPLEMENT ROOF 4" V.T.R. ) 4" V.T.R. l TABLE P3201.7 SIZE OF TRAPS BATH, 2" ___J FOR PLUMBING FIXTURES ITRAP SIZE ` ' 1/2" � ' '�2p" cr—I 1i2" i I PLUMBING FIXTURE MIN. (INCHES) WC I I LAV I I 2 1/2" I BATHTUB (WITH OR WITHOUT SHOWER I TUg I I I I HEAD AND/OR WHIRLPOOL ATTACHMENTS) 1-1/2 pa SECOND FLOOR I I I BIGET 1-1/4 3" 4` 2" 1 1/2" I i CLOTHES WASHER STANDPIPE 2 21L- _ __J � DISHWASHED ON SEPARATE TRAP 1-1/2 KITCHEN _ 1 1 2' I FLOOR DRAIN 2 SINK KITCHEN SINK (ONE OR TWO TRAPS, WITH OR WITHOUT 1_1/2 I DISHWASHER AND FOOD WASTE DISPOSER) I FIRST FLOOR FAI DW W D I 2 1/2" LAUNDRY TUB (ONE OR MORE COMPARTMENTS) 1-1/2 LAVATORY 1-1/4 SHOWER (BASED ON THE TOTAL FLOW RATE 2p 2" 3" SOIL STACK THROUGH SHOWERHEADS AND BODYSPAYS) FLOW RATE: 5.7 GPM AND LESS 1-1/2 MORE THAN 5.7 GPM UP TO 12.3 GPM 2 MORE THAN 12.3 GPM UP TO 25.8 GPM 3 0 C 4" CO MORE THAN 25.8 GPM UP TO 55.6 GPM 4 TO AN APPROVED SANITARY 4" C.I.H.T. FOR SI: 1 INCH = 25.4mm PLUMBING RISER DIAGRAM SEPTIC SYSTEM 4 - SCALE: 1/4"=1'-0" =� DBA : DESIGNER DRAFTING SERVICES Sheet Title Sheet Number Project Number Sheet Status Seal Date 8-27-20 No: Date: Issue: No: Date: Issue: 1. B-27-20 D IQ CONDMONS ; r `, A�: �; � 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 Scale AS NOTEDPROPOSED RENOVATI0NS P Y ,;e M' '� ;• 0 Project Title A— q- t, THOMAS D. REILLY, P.E. Draw LL 4 BEZEL LANE - SMITHTOWN, NY 11787 #611 LINNET STREET - GREENPORT, NY �` Check ?R 4 of 8 I LL 1 2 3 4 5 6 7 8 9 10 11 12 a OZ iV 2 r`T'--t _ s. RIDGE VENT s_ 1 RIDGE VENT RIDGE HEIGHT EL=_26'-0"_ _ _ _ _ _ _ _ _ _ _ _ _ Zr _ _ RIDGE HEIGHT EL_=_26'-0"_ - - - - - - - - - - - - - _ _ _ _ - - - ' z 7�r ROOF SHINGLES AS PER OWNER rs ROOF SHINGLES AS PER OWNER �J- - 12 11 11 IT 1 12 12 0 8 8 o PROP. VINYL SIDING, TYP. 6 r- AS SELECTED BY THE OWNER 0 0 11 11ITT-11 -11TI 11 [1 z CEIL. HEIGHT EL.= 119'-4" CEIL_ HEIGHT EL.= 19'_4" -� U U _ PROP. FASCIA, TYP. (COLOR TO BE - - SELECTED BY THE OWNER) - _ n n 12" OH 24"x80" PIC. WIN 24"x80" PIC. WIN 3068 DOOR 5 - PROP. VINYL SIDING, TYP. of AS SELECTED BY THE OWNER - o - - CONCEALED _ I 30"x36" DH 30"x36" DH 30"x36" DH FLASHING (TYP.) M �f I; '� qLR.E1SW1,N,. EGRESS WIN. EGRESS WIN. 12 FIN. FLR. EL=_11'-4"_ _" E I �c i i FIN. FUR. EL.= 11'-4" - - -0 - - - - -- -- - -- -1 4 7r- IIJ - - , F- F' w CEIL. HEIGHT EL.= 110'-6" o CEIL. HEIGHT EL.= - - - - -- - - -W - - - - - - - - - - - - - W - - - - -- - - - - - _ --- - FOR HANDRAIL INFO 0 - IF 0 SEE DETAIL 2/A-1 - nn F1 0 � ALL WOOD DECKINGLL 24 x80 PIC. WIN 24 x80 PIC. WIN 3068 DOOR FOR HANDRAIL INFO -- (PRESSURE TREATED LUMBER) - - - - I 36" WOODEN HANDRAIL AS �� ]LI (- = SEE DETAIL 2/A-1 (j x80" LEFT HAND 2 SLIpING DOORFOR HANDRAIL INFO ALL WOOD DECKING _ SEE DETAIL 2/A-1 PER NYS BUILDING CODE z ' � z II I (PRESSURE TREATED LUMBER) M ;! (2) 59.5"x35.5" RIGHT ALL WOOD DECKING CIO04 is N 36" WOODEN HANDRAIL AS / 1c EXISTING WINDOW TO HAND SLIDING WIN. (PRESSURE TREATED LUMBER N M M O0CR2020=R0 FIN. FLR. EL.= 2_4_ _ _ _ _ PER NYS BUILDING CODE -- BE REPLACED WITH NEWit FIN. FLR. EL.= 2-4 24 ROUND o 36" WOODEN HANDRAIL AS xxr 28"x38" DH WIN _ _ — _ _ _ ,r•c'.u" .r�'`v .>n,yRN •.F.nir,.�''' `,<'�';%kS;"rr ';l`v'1..v\; "r,':..ti. x�, — — " r. `k. .x .r T'x'\ K'*Y�` r K.i,/ X M` (y}✓K`y`'Y,'rr� `�Y,j K x;�••'Y>�, Ywrr v",A�Y p ."y T.� K k `XV .'{�'r; r'� �d Kx�/� N IL SYS '. K XK X xxY,.'/t' x X X, ' .4 x k X.r ` 1 n k ,`E XK\ v `., ;'X'"{!'� � 'r ,;- ' }J' r�,,y�Y'n:.'� C{�y;f x '.1?.yy `. ;K> .x.t _ 1 n yXk'lY,X� `..� 'Y ,�,vxrr4 ",`l�''.Vl� h.`{+. 1 n �`. GRADE ELEV.= 0-0 v\ K `.' : ;n�> GRADE ELEV.= 0-0 r LF LFGRADE ELEV.- 0-0 r ' ;v ,ti T n. >' x. y"r ',. k 'x ,> K'P FRONT NORTH ELEVATION 2 )iSIDE WEST ELEVATION SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O" o N I L 1 RIDGE VENT _ _ _ _ _ _ _ _ _ _ _ _ _RIDGE HEIGHT EL= 26'-0" RIDGE HEIGHT EL.= 26'-0" RIDGE VENT ROOF SHINGLES AS PER OWNER s T �r`-' ROOF SHINGLES AS PER OWNER rT�Tri �-�-'zz�� U 6 �12 12 12 12-1 6 0 0 8 [ 11 11 IT 11 11 IT 0 0 1111 11 11 lull 3 CEIL. HEIGHT-EL.= 19'-4" CEIL. HEIGHT EL.= 19'-4" U 12" OH �1�OH - - � � -- -- 48"x12" PIC. WIN ■ \12' OH - CONCEALED FLASHINGTYP. ( 24"x36" I WIN - o o CONCEALED 30"x36" DH 30"06" DH 30"x36" DH _� U� ,_ FLASHING (TYP.) EGRESS WIN. - EGRESS WIN. PROP. VINYL SIDING, TYP., 12 EGRESS WIN. ; �� ►'� M AS SELECTED BY THE OWNER 4 r- __ z -- -- -- ----- E :. FIN. FLR. EL.= 11'-4" �,_ �FlN. FLR. EL=_11'-4"_6_6 __ _ _ LIT -- 11 IIITII IIITII Ill _CEIL HEIGHT EL.= 10'-6" CEIL. HEIGHT EL.= 10'-6" - - - - - - - - - - - - - - -0 - - - - z LU FOR HANDRAIL INFO ■ - SEE DETAIL 2/A-1 0 0 - ALL WOOD DECKING - (PRESSURE TREATED LUMBER) - _ �28"x38" DH WIN 28"x38" DH WIN :28"x38" DH WIN - " III III III L� , € 36 WOODEN HANDRAIIL AS I I _20"x30" DH WIN L��! l��l - z ( f • --EXISTING WINDOWS TO i a - --BE REPLACED WITH _ M — _ — N FIN. FLR. EL.= 2'-4" FIN. FLR. EL= 2'-4" N EXISTING WINDOWS TO NEW (2) 28"x38"D►H WIN — — — — — — — — — — — — — — — — — — — — — — — `> � BE REPLACED WITH �. {x nr:x.u x> ,u ',u•,, .;hXr. x� > x38 DH WIN NEW (2) 28" - •^�k. K;w F;f�''Y �r*>'' TS k�R,nv<`X\ '�� " rC"x u ✓ :�;r'T s,� -0GRADE ELEV.= 0 :N 01-On ELEV.= 0'-0" GRADE ELEV -- - 3 SIDE EAST ELEVATION 3 SIDE (EAST ) ELEVATION SCALE: 1/4"=1'-O" - SCALE: 1/4"=1'-0" Project Number Sheet Status r, ; '; Seal :\ DBA . DESIGNER DRAFTING SERVICES Date 8-27-20 Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: ,- 1. B—T1-20 O(IS?� GOI�D�iIO�S r. � �. �� a 1397 BROOKLYN BLVD. - BAYSHOIRE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVATI 0 N S �j Scale AS NM THOMAS D. RE ILLY, P.E. Draw LL A_ 5 Project Title 4 BEZEL LANE - SIWIITHTOWN, NY 11787 Check #611 LINNET STREET — GREENPORT, NY 5 of 8 __= 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1111 12 ROOF RAFTER HURRICANE CLIP (SIMPSON STRONG TIE—H-15 OR EQUAL) INSTALL TYP. AT EVERY OTHER RAFTER "COR—A—VENT" V-300 FLOOR OR CEILING JOIST SHINGLE RIDGE CAP RIDGE VENT OR EQUAL �� :z • see - DOUBLE TOP PLATE EXHAUSTsee WOOD POST (SEE PLANS FOR SIZE AND SHINGLES 4) LOCATION) ROOF SHEATHING TRIPLE STUD FELT PAPER COLUMN BASE (SIMPSON STRONG (18) 16d RAFTER ®4 TIE—CCQ SERIES OR EQUAL) SIZE NAILS RIDGE BOARD — ® ACCORDING TO POST SIZEN ILS 06* o.c. � MON 1�, 3" MINIMUM FOR FULL HEIGHT� SIDECOVER FASTEN TO POST AND BEAM WITH OF STUD 2" �O� , MANUFACTURER PROVIDED SDS 1/4 x 2 o MIN. 1/2" WOOD SCREWS, TYP. 0 END DIST. 0 0 0 .� STUD •• 4 HURRICANE CLIP DETAIL TYPICAL RIDGE VENT DETAIL •• •. �. NOT TO SCALE - NOT TO SCALE SIMPSON "H 16 W WOOD BEAM (SEE PLANS FOR SIZE AND LOCATION) e COLUMN CAP (SIMPSON STRONG TIE—CCQ • e o SERIES OR EQUAL) SIZE ACCORDING TO e POST AND BEAM SIZES ROOF RAFTER e e • O e 96" TH U—BOLT HURRICANE CLIP SIMPSON STRONG TIE—H-5 OR EQUAL) INSTALL TYP. AT 2'-0" ICE SHIELD a WOOD POST (SEE PLANS FOR SIZE AND EVERY RAFTER WHERE STUD IS OFFSET SNOW & ICE SHIELD FROM o LOCATION) o EVES EDGE TO POINT A. • HURRICANE CLIP (SIMPSON STRONG o TIE—H-6 OR EQUAL) INSTALL TYP. AT MIN. OF 24 PAST THE SDE OF WALL ONES FASTEN TO POST AND BEAM WITH SIMPSON "HT716" 0 o EVERY STUD WHERE ROOF RAFTER IS WARM I oe o MANUFACTURER PROVIDED SDS 1/4 x 2 0 o OFFSET 1/2" WOOD SCREWS, TYP. 0 0 DOUBLE TOP PLATE 0 ROOFING STUD Q TYPICAL WOOD POST BASE 12 2nd FLOOR SHEAR HOLDDOWN FELT PAPER 2 AND CAP PLATE DETAILS - OCC NOT TO SCALE Oct ROOF SHEATHING NOT TO SCALE SON c IN ULAIION HURRICANE CLIP DETAIL 5 ® OFFSET STUD / RAFTER DRIP EDGE NOT TO SCALE PROVIDE MIN. 12" q� BEARING ON STUD FACE, R (TYP.) BOARID USE EVERY OTHER NAIL HOLE IN DSP SILL PLATE TIE WALL SOFFIT A ROW TO PROVIDE THE o (6 11/16"x 2 3/4", CODE—REQUIRED MINIMUM 0 TYP. AT EACH STUD "COR—A—VENT" CENTER—TO—CENTER SPACING U S-400 SOFFIT FOR NAILS VENT OR EQUAL \ I ' NOTE: HOLD DOWN ANCHORS SHALL BE M s TYPICAL SOFFIT VENT DETAIL INSTALLED AS NOTED ON THE FLOOR PLANS. .' WHERE HOLD DOWN ANCHORS ARE INSTALLED AT WRAPPED UNDER _ THE FOUNDATION, SUBSEQUENT HOLD DOWNSILL PLATE NOT TO SCALE ANCHORS SHALL BE INSTALLED IN THE SAME LOCATION FOR EACH FLOOR ABOVE. (TYP.) o i,• 'is , ••••~• • .. HDU5—SDS2.5 0 14 GA. 3" (W) X 11 9/16 (H) 2 7/8" (B) (BOTTOM) SIMPSON RFB#5x16 EMBEDDED 12" W/ SET EPDXY. CNW 5/8" DIA. COUPLER NUT W/ HEADER SEE PLAN FOR DBL. SILL PLATE-FLOOR-STUD CONNECTION A-36 THREADED RODWOOD CREWS (TOP) �SIMPSON MINIMUM MPHDS SDS3 W/ 3" FRAFORMED NEWOPENING WINDOW EXACT SIZE rio DETAIL: SIMPSON DSP STUD PLATE TIE 5/8" NYLON LOCKING NUT (OR EXTERIOR TYP. STUD DOOR) — NOT TO SCALE USE EVERT OTHER NAIL HOLE ®I� SIMPSON STRONG—TIE USE EVERY OTHER NAIL HOLE IN A ROW TO U IN UA ROW TO PROVIDE THE CS20 AT EACH END OF PROVIDE THE CODE—REQUIRED MINIMUM CODE-REQUIRED MINIMUM ®I ALL EXTERIOR WALL CENTER—TO—CENTER SPACING FOR NAILS CENTER—TO—CENTER SPACING ® HEADERS FOR NAILS ®� RIDGE ®� CS20 STRAP 20 GA. o o TYP. RAFTER . • o 0 NO SPECIAL UPLIFT 24" L., USE 8-8d CONNECTORS NAILS AT EACH RAFTER ° REQUIRED, THIS (TOTAL OF 16-8d o 0 AREA NAILS) 0 ° 0 O o 0 0 LTP4 20 GA. 3"x4 1/4" DETAIL AT FOUNDATION 0 LATERAL TIE PLATES USE 12-8dx 1 1/2" NAILS (6 NAILS INTO PREDEFLECTED HOLDOWN PLATE, 6 NAILS INTO BOX) 8 ANCHOR DETAILS (SIMPSON PHD) SIMPSON STRONG—TIE CS COILED STRAP AND _ EXTERIOR HEADER d LTP4 LATERAL TIE NOT TO SCALE TJI RAFTER SHOWN (SIMILAR FOR DIMENSIONAL LUMBER) PLATE 9 TIE DETAIL (SIMPSON CS20) 7 HURRICANE STRAP DETAIL - NOT TO SCALE RAFTER-RIDGE / RAFTER - NOT TO SCALE TIE DETAIL (SIMPSON CS20) NOT TO SCALE Project Number Sheet Status ,deal;: v DBA : DRAFTING SERVICES Date 8-27-20 Sheet Title Sheet Number No: Date: Issue: No: Date: Issue: ��� _ f ' 1• 8-27-20 ° 0 00NDOW 1397 BROOKLYN BLVD. - BAYSHORE NEW YORK - TELE. 631 697 5693 Scale AS t� PROPOSED 0 P 0 S E D R E N OVATI 0 N S ,« 7 Project Title THOMAS D. RE ILLY, P.E. Draw LL 4 BEZEL LANE - SMITHTOWN, NY 11787 #611 LINNET STREET - GREENPORT, NY f Check TR 7 0 8 \` =i 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 1 11 12 GENERAL NOTES: FRAMING NOTES: CONCRETE NOTES: NOTICE OF UTILIZATION OF TABLE x301.7 NOTEi THIS SCHEDULE DOES NOT INCLUDE NAILING FOR UPLIFT CONNECTIONS (SEE DETAILS 1. ALL WORK SHALL CONFORM TO THE RULES AND REGULATIONS OF THE LOCAL 1. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTIONPRE-ENGINEERED WOOD CONSTRUCTION ALLOWABLE DMECPION OF COMPRESSIVE STRENGTH FOR NAILING OF UPLIFT CONNECTIONS) MUNICIPALITY AND THE BUILDING CODES OF NEW YORK STATE, 2017 MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2015 OR LATEST EDITION. 1• ALL CONCRETE TO BE CONTROLLED STONE CONCRETE HAVING A MINIMUM ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE SUPPLEMENT NYSRC (2015 IRC 2ND. PRINTING). ENGTH OF 3,500 PSI ® 28 DAYS. (ACI 318 & 301). PLEASE TAKE NOTICE THAT THE CONSTRUCTION OF THIS RESIDENTIAL STRUCTURAL � 2. ALL DIMENSIONAL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 (OR STRUCTURE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE DOCUMENTS 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND OWNER TO OBTAIN SELECT STRUCTURAL GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING WILL UTILIZE PRE-ENGINEERED WOOD CONSTRUCTION FOR FLOOR AND/OR ALLOWABLE ' FASTENER SPEC. FASTENER ALL REQUIRED APPROVALS, INSPECTIONS, PERMITS AND CERTIFICATE OF 2. CAST-IN-PLACE CONCRETE SLABS SHALL BE REINFORCED W/ 1 LAYER OF / DESCRIPTION AND QUANTITY SPACING OCCUPANCY FROM ALL AGENCIES HAVING JURISDICTION, FOR ALL WORK STRESS OF 900 Fb FOR REPETITIVE USE AND AN E OF 1,600,000 AS PER 6x6-6/6 WWM (AS A MINIMUM IF NOT INDICATED OTHERWISE ON THE DRAWINGS) FRAMING. STRUCTURAL MEMBER DEFLECTION WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. /W 6 MIL POLYETHYLENE VAPOR BARRIER OVER 6" COMPACTED FILL. INSTALL PERFORMED. 1. THE OWNER SHALL: NOTIFY THE AUTHORITY HAVING JURISDICTION RAPPER HAVING SLOPES GREATER THAN L/180 �. ROOF & CEILING FRAMING 3. ALL PRE-ENGINEERED FRAMING LUMBER SHALL BE TJI SERIES WOOD I-BEAMS, CHAIRS REQUIRED. TO MAINTAIN CORRECT MESH PLACEMENT PRIOR TO POURING IN WRITING WITH THE APPLICATION FOR BUILDING PERMIT. 3/12 WITH NO FINISHED CEILING / 3. EACH SUB CONTRACTOR SHALL BE RESPONSIBLE FOR FILING AND OBTAINING HIS MICROLLAM LVL OR PARALLAM PSL (AS SPECIFIED ON THE DRAWINGS) AS OWN TRADE PERMITS. MANUFACTURED BY WEYERHAUSER OR APPROVED EQUAL WITH THE FOLLOWING ATTACHED TO RAFTERS RAFTER TO TOP PLATE (TOE-NAIL) 3-8d COMMON PER RAFTER 3. ALL FOUNDATION ANCHOR BOLTS SHALL BE SIZED AS INDICATED ON DRAWINGS. 2. THE CONTRACTOR SHALL: PROVIDE AND INSTALL A SIGN NOTING DESIGN PROPERTIES: ANY DEVIATION FROM THAT WHICH IS INDICATED ON THE DRAWINGS SHALL NOT BE THE FOLLOWING PROVISIONS WHICH SHALL CONFORM TO THE INTERIOR WALLS AND PARTITIONS 4. IT SHAM BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE AND FORMAT REQUIRED BY EXECUTIVE LAW 382-b. THE SIGN SHALL H/180 CEILING JOIST TO TOP PLATE (TOE-NAIL) 4-Sd COMMON PER JOIST SCHEDULE ALL TRADES. MICROLLAM BEAM: Fb=2,600psi E= 2.0x10` PERMITTED. ANCHOR BOLTS SHALL BE EMBEDDED 8 MIN. BE LOCATED AS DICTATED BY THE LOCAL PERMITTING AUTHORITY. FLOORS AND PLASTERED CEILINGS L/360 CEILING JOIST TO PARALLEL RAFTER FACE-NAIL) 4-8d COMMON EACH LAP PARALLAM BEAM: Fb=2 900psi E= 2.0x10 / ( 5. THE CONTRACTOR SHALL EFFECT AND MAINTAIN LIABILITY AND WORKMAN'S 4. ALL CONCRETE WORK SHALL CONFORM TO ALL THE REQUIREMENTS OF A.C.I. 301-10, ALL OTHER STRUCTURAL MEMBERS L/240 COMPENSATION INSURANCE ADEQUATE FOR THE PURPOSES OF THIS PROJECT. ALL JOISTS GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS (1) THE SIGN OR SYMBOL SHALL CONSIST OF A CIRCLE SIX INCHES CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 5-16d COMMON EACH LAP SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS*. PROOF OF THE SAME SHALL BE FURNISHED TO THE OWNER PRIOR TO INSTALLED AS PER THE MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS (152.4 MM) IN DIAMETER, WITH A STROKE WIDTH OF 1/2 INCH (12.7 EXTERIOR WALLS WITH PIASTER OR H/360 COMMENCEMENT OF WORK. SHALL BE REQUIRED AT ALL LOAD AND LOAD BEARING POINTS AT A MINIMUM. MM). THE BACKGROUND OF THE SIGN OR SYMBOL SHALL BE STUCCO FINISH COLLAR TIE TO RAFTER (FACE-NAIL) 3-16d COMMON PER TIE » REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE InnT,� A SINGLE 1 3/4 LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. 5. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN THE HANDLING, STORAGE AND THE ERECTION OF ALL COMPONENTS SHALL BE AS OTHERWISE NOTED, MUST FOLLOW THE LATEST ACI CODE AND THE LATEST ACI REFLECTIVE RED IN COLOR, CONFORMING TO PANTONE MATCHING EXTERIOR WALLS--WIND LOADS WITH L/240 BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END PREMISES IN A CLEAN MANOR. ALL TOOLS, MATERIALS, RUBBISH, ETC. SHALL PER THE MANUFACTURER'S BE CLEANED UP AT DAYS END. RECOMMENDATIONS. STRUCTURES"."MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE SYSTEM (PMS)#187. BRITTLE FINISHES RIM BOARD TO RAFTER (END-NAIL) 3-16d COMMON EACH RAFTER 4. ALL MULTIPLE LVL PRODUCTS SHALL HAVE (2) ROWS OF 1/2" DIA. (2) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, EXTERIOR WALLS--WIND LOADS WITH L/120 7. EACH CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, GALVANIZED MACHINE BOLTS 0 12" O.C. 6. CONCRETE DESIGN MIX WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW, WEATHER-RESISTANT MATERIAL; PROVIDED, HOWEVER, THAT A SIGN OR FLEXIBLE FINISHES WALL FRAMING TRANSPORTATION, SAFEGUARD, ETC REQUIRED FOR THE PROPER EXECUTION OF TOGETHER WITH LABORATORY REPORTS ATTESTING THAT THE MIXES CAN ATTAIN THE SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A THEIR WORK. 5. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, COX PLYWOOD, 1/2" MINIMUM STRENGTH REQUIRED IN ACCORDANCE WITH CHAPTER 3 OF A.C.I. 301-10. PERMANENT NON-FADING STICKER OR DECAL. TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON PER FOOT 8. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING SAFETY ON THE EDGES AND 6 MINIMUM THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT CENTERS IN THE FIELD. ( )3 THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC JOB SITE DURING THE CONSTRUCTION PHASE TO COMPLY WITH THE 7. NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEER'S WRITTEN PERMISSION CONSTRUCTION TYPE DESIGNATION TO INDICATE THE CONSTRUCTION TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE REGULATIONS AND REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH 6. ALL SUBFLOORING TO BE 3/4" T. & G. PLYWOOD. ALL EDGES OF OTHER THAN ENTRAINED AIR. CONCRETE EXPOSED TO THE WEATHER, SUCH AS TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: W ADMINISTRATION. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO: PROVIDING PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL THAT USED IN FOUNDATION WALLS, SHALL CONTAIN 5% ± 1 ENTRAINED AIR. LIVE LOADS: STUD TO STUD (FACE-NAIL) 2-16d COMMON 24" O.C. FOR ADEQUATE AND PROPER BRACING, SAFETY RAILING AND SECURE FOOTING PLYWOOD SUBFLOOR TO FLOOR JOISTS. (1) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS EXTERIOR BALCONIES = 40 P.S.F. FOR ALL TEMPORARY SCAFFOLDING, STAIRS, ETC., AS WELL AS PERMANENT OF THE RCNYS, THE CONSTRUCTION TYPE DESIGNATION SHALL BE "V" DECKS = 40 P.S.F. HEADER TO HEADER (FACE-NAIL) 1-16d COMMON 16" O.C. ALONG EDGES CONSTRUCTION. 7. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE 8. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60. PASSENGER VEHICLE GARAGES - 50 P.S.F. JACK STUDS. ALL HEADERS SHALL BE SIZED AS FOLLOWS, UNLESS (4) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC LOCATION UNINHABITABLE ATTICS WITHOUT STORAGE - 10 P.S.F. TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-16d COMMON PER STUD 9. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR SAFETY OF THE EXISTING SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS: 9. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR DESIGNATION TO INDICATE THE LOCATIONS(S) CONTAINING TRUSS TYPE UNINHABITABLE ATTICS WITH LIMITED STORAGE = 20 P.S.F. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, STRUCTURE DURING THE ENTIRE CONSTRUCTION AND ALTERATIONS TO THE REINFORCEMENT: CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR HABITABLE ATTICS SERVED WITH FIXED STAIRS = 30 P.S.F. 2-16d COMMON PER FOOT EXISTING STRUCTURE AND SHALL TAKE ADEQUATE PRECAUTIONS TO PREVENT " SLEEPING ROOMS = 30 P.S.F. ENDJOIST, or BLOCKING (FACE-NAIL) OPENING SITE: <3'-O* 3-0 TO 6-0 >6-0-8-0 TIMBER CONSTRUCTION STRUCTURAL COMPONENTS AS FOLLOWS: _ DAMAGE TO THE EXISTING STRUCTURE IN ANY WAY. IF ANY DAMAGE SHOULDMINIMUM COVER (INCHES) ROOMS OTHER THAN SLEEPING ROOMS = 40 P.S.F. OCCUR TO THE EXISTING STRUCTURE AS A RESULT OF THE NEW WORK THE HEADER SIZE: (2) 2"x8" (2) 2"x10" (2) 2"02" STAIRS = 40 P.S.F. FLOOR FRAMING DAMAGE SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO (1) 'F'SHALL MEAN FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS; GUARDRAILS AND HANDRAILS = 200 P.S.F. » EARTH................................................................... 3 (II) "R"SHALL MEAN ROOF FRAMING; AND ENGINEER OF RECORD, AT THE SOLE EXPENSE OF THE CONTRACTOR. 8. JOISTS AND GIRDERS SHALL HAVE FULL 3.5 MINIMUM BEARING OR AS (111) "FR"SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST PER MAUNFACTURER'S SPECIFICATIONS. CONCRETE EXPOSED TO EARTH OR WEATHER: DEAD LOADS: BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END 10. EACH CONTRACTOR SHALL REMOVE ALL DEBRIS CREATED BY THIS WORK FROM 9, SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR #6 THROUGH #18 BARS............................................ 2 (5) THE CONSTRUCTION TYPE DESIGNATION SHALL BE PLACED AT THE TYP. ASPHALT SHINGLE ROOF 10 P.S.F. THE SITE AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR SOONER BEAMS AT 8'-0" O.C. OR AS PER THE WOOD FRAME CONSTRUCTION #5 BAR AND SMALLER........... ................ 1 1/2 12 O'CLOCK POSITION OF THE SIGN OR SYMBOL, OVER THE LOCATION TYP. HARDWOOD FLOOR . 14 P.S.F. "'•'""" TYP. TILE FLOOR = 33 P.S.F. BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END IF CONDITIONS WARRANT. MANUAL, 1995 EDITION. CONCRETE NOT EXPOSED TO WEATHER DESIGNATION, WHICH SHALL BE PLACED AT THE SIX O'CLOCK TYP. CEILING/ATTIC = 12 P.S.F. POSITION OF THE SIGN OR SYMBOL. BLOCKING TO SILL or 3-16d COMMON EACH BLOCK 11. UPON COMPLETION OF WORK, THE SITE IS TO BE CLEARED OF ALL DEBRIS, AND OR IN CONTACT WITH GROUND: TYP. EXT. BALCONY = 17 P.S.F. TOP PLATE TOE-NAIL EXCESS MATERIALS. THE FACILITY IS TO BE LEFT BROOM CLEAN AND WORK IS 10. ALL FRAMING SHALL BE DOUBLED UP AROUND ALL OPENINGS SLABS, WALLS, JOISTS: TYP. INTERIOR WALL = 10 P.S.F. LEDGER STRIP TO BEAM (FACE-NAIL) 3-16d COMMON EACH JOIST TO BE COMPLETED TO THE TOTAL SATISFACTION OF THE OWNER PRIOR TO SKYLIGHTS, STAIRS, ETC.) #14 AND #18 BARS........................................... 1 1/2 3. SIGNS CAN BE PURCHASED AT WWW.TRUSSID.ORG. TYP. EXTERIOR WALL = 15 P.S.F. JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOIST RELEASE OF FINAL PAYMENT. 11. ALL FRAMING SHALL BE DOUBLED UP UNDER ALL PARTITION WALLS. #11 BAR AND SMALLER......................................... 3/4 PROJECT INFORMATION Q 12. INSULATION IN CATHEDRAL CEILINGS SHALL BE AS INDICATED ON THE DRAWINGS. BEAMS, COLUMNS: BAND JOIST TO JOIST (END-NAIL) 3-16d COMMON PER JOIST CARE SHALL BE TAKEN TO MAINTAIN THE FREE PASSAGE OF AIR BETWEEN THE 12. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. PRIMARY REINFORCEMENT, TIES, AND DESIGN CRITERIA: INSULATION AND THE ROOF DECK. STANDARD JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. STIRRUPS, SPIRALS ........................................... 1 1/2 BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON PER FOOT 10. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WITH A MINIMUM YIELD 13. GLAZING IN DOORS, SHOWER DOORS AND ENCLOSURES, ADJOINING DOORS AND 3 ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN STRENGTH OF 70 KSI. LAP ONE MESH SIZE AT SIDES AND ENDS, AND WIRE PROJECT LOCATION: BATH TUB DOORS SHALL BE SO SIZED, CONSTRUCTED, TREATED OR COMBINED WITi� ROOF SHEATHING OTHER MATERIALS AS TO MINIMIZE EFFECTIVELY THE POSSIBILITY OF INJURY TO ACCORDANCE WITH AWPA STANDARDS. TOGETHER. TOWN OF SOUTHOLD - 130 MPH (VULT.) PERSONS IN THE EVENT THAT THE GLAZING IS CRACKED OR BROKEN. 11. CONCRETE SLABS SHALL BE PROTECTED FROM LOSS OF SURFACE MOISTURE FOR PROJECT EXPOSURE, WOOD STRUCTURAL PANELS 14. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE STRUCTURE, » » 8d COMMON 6 EDGE / 6 FIELD 14. ELECTRICAL-ENTIRE INSTALLATION SHALL BE IN ACCORDANCE WITH THE AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. NOT LESS THAN 7 DAYS BY USING A CURING COMPOUND CONFORMING TO ASTM THE PROJECT SITE IS CLASSIFIED AS EXPOSURE CATEGORY B (PLYWOOD SHEATHING) .C-309 OR BY WET BURLAP OR A PLASTIC MEMBRANE _ REQUIREMENTS OF THE NATIONAL ELECTRIC CODE (NEC) AND THE RULES AND SEISMIC DESIGN CATEGORY: REGULATIONS OF THE LOCAL UTILITY COMPANY. ALL ELECTRICAL WORK SHALL BE 15. ALL WOOD CONNECTIONS SHALL BE MANUFACTURED BY SIMPSON STRONG THE PROJECT SITE IS CLASSIFIED AS SEISMIC DESIGN CATEGORY "B" UNDERWRITER APPROVED AND INSPECTED. THE CONTRACTOR SHALL SUBMIT THE TIE AND INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 12. NO WELDING OF REINFORCING WILL BE PERMITTED. CEILING SHEATHING WRITTEN CERTIFICATE TO THE OWNER. WEATHERING: SEVERE 15. ALL PLUMBING WORK SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL 16. ALL CONNECTIONS SHALL A MADE AS INDICATED IN THE NAILING SCHEDULE. ALL NAILS SHALL BE GALVANIZED. FROST LINE DEPTH: 36" GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD STATE AND LOCAL REGULATIONS. WINDOWS AND DOORS. TERMITE: MODERATE TO HEAVY 17. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE TOP PLATE AND STUD WITH ICE SHIELD UNDERLAYMENT: REQUIRED WALL SHEATHING 16. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED AS RELIEVINGMEAN ROOF HEIGHT: 25 -6 THE GALVANIZED HURRICANE CONNECTORS AS INDICATED ON THE DRAWNGS.STATMINIMUM PIPE INSULATION CONTRACTOR FROM EXECUTION OF ALL WORK IN ACCORDANCE WITH ALL E AND 1. WINDOWS AND DOORS SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL CODES. 18. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO FENESTRATION MANUFACTURERS' INSTALLATION INSTRUCTIONS AND FLASHED IN GROUND SNOW LOAD: 30 PSF. WOOD STRUCTURAL PANELS » » GIRDER HEADER CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR ACCORDANCE WITH SECTION R703.4. TOPOGRAPHIC EFFECTS: NO (PLYWOOD SHEATHING) 8d COMMON 6 EDGE / 12 FIELD SPECIFIC TYPE AND APPLICATION. UNLESS OTHERWISE NOTED 17. IT IS NOT THE INTENT OF THE DRAWINGS TO PROVIDE FOR THE SUBSTITUTION OF 2. EXTERIOR WINDOWS AND DOORS SHALL BE DESIGNED TO RESIST THE DESIGN SPECIAL WIND REGION: NO FOR INCREASED MATERIALS BY SPECIFIC BRAND, WHETHER EQUAL OR NOT. WHERE MATERIALS ARE WIND BOURNE DEPRIS REGION: YES TABLE 503.3.3.1 U SHEARWALL CAPACITYI NOT SPECIFIED, THE CONTRACTOR SHALL PROVIDE SAMPLES FOR APPROVAL. 19. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WIND LOADS SPECIFIED IN TABLE R301.2(2) ADJUSTED FOR HEIGHT AND SEE FLOOR PLANS FOR WALLS AND CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE EXPOSURE IN ACCORDANCE WITH TABLE R301.2 3 OR DETERMINED IN AIR FREEZING INDEX: 599 NOTING WHEN APPLICABLE ( ) MEAN ANNUAL TEMP: 51' PIPING FLUID PIPE SIZES CONNECTIOS. REFER TO STANDARD STRAPPING DETAILS. ACCORDANCE WITH ASCE 7 USING THE ALLOWABLE STRESS DESIGN LOAD 18. THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY SYSTEMS TEMPERATURE GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD KIND, AND ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION CONFORMING COMBINATIONS OF ASCE 7. DESIGN WIND LOADS FOR EXTERIOR GLAZING NOT TYPES RANGE, ?F. UP TO 1" AND 1.25" To 2.5" To 5" TO s" 8" AND WITH THESE PLANS, NOR THE RESPONSIBILITY FOR CONSTRUCTION MEANS, 20. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE PART OF A LABELED ASSEMBLY SHALL BE PERMITTED TO BE DETERMINED IN UP TO LESS 2" 4" LARGER FLOOR SHEATHING (SUBFLOOR`J METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY REQUIRED TO TRANSFER ALL LOADS. ACCORDANCE WITH CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. 2" (b) \ PRECAUTIONS NOR ANY MAND ER HANI S IN CON C IOFN WITH FOR A SPECIFIC USE RE NO ROOFING NOTES: 3. EXTERIOR WINDOWS AND SLIDING DOORS SHALL BE TESTED BY AN APPROVED HEATING SYSTEMS WARRINDEPENDENT LABORATORY AND BEAR A LABEL IDENTIFYING MANUFACTURER WOOD STRUCTURAL PANELS (PLYWD SUBFLOOR)i EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. STEAM AND 1' or LESS 8d COMMON 6' EDGE / 12' FIEL PERFORMANCE CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE HOT WATER GREATER THAN 1' 10d COMMON 6' EDGE / 12' FIEL 1. ALL ROOFS WITH A PITCH LESS THAN 3:12 SHALL HAVE A FULLY ADHERED 60 COMPLIANCE WITH AAMA/WDMA/CSA 101/I.S.2/A440. EXTERIOR SIDE-HINGED 19. THE ENGINEER SHALL , NOTIFIED OF ANY UNFORESEEN SUBGRADPHYSICAL MIL. EPDM ROOF MEMBRANE. DOORS SHALL BE TESTED AND LABELED AS CONFORMING TO AAMA/WDMA/CSA HIGH PRESSURE/3Ds-450 1-1/2" 2-1/2" 2-1/2" 3" 3-1/2" 3-1/2" CONDITION DISCOVERED, AS WELL AS ANY EASEMENTS, ETC., NOT TTEE INDICATED ON THE SURVEY OR PLAN. NO WORK SHALL PROCEED UNTIL THE SAME IS 2. ALL ROOF SYSTEMS SHALL BE INSTALLED AS PER THE MANUFACTURER' 101IS2A440 OR AMD 100, OR COMPLY WITH SECTION R609.5.S / / MEDUIM PRESSURE/ 251-305 1-1/2- 2" 2-1/2' 2-1/2- 3" 3" ADDRESSED AND RESOLVED. SPECIFICATIONS. TEMP. LOW PRESSURE/ 201-250 in 1-1/2- 1-1/2' 2" 2" 2" 20. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH 3. ALL FLASHING REQUIRED AT VALLEYS, CHIMNEYS, CRICKETS AND ROOF TEMP. THAT WHICH IS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP ALL PENETRATIONS SHALL BE COPPER. LOW WORK AND NOTIFY THE ENGINEER IN WRITING. SHOULD HE FAIL TO FOLLOW THIS TEMPERATURE 108-200 1/2" 1" 1" 1-1/2" 1-1/2" 1-1/2" PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL 4. ROOF DRAINS SHALL BE INSTALLED ON LOW PITCHED ROOFS. THESE DRAINS STEAM RESPONSIBILITY AND LIABILITY THEREFROM. SHALL BE PIPED TO AN EXTERIOR WALL OF THE DWELLING AND CONNECTED TO CONDENSATE ANY 1" 1" 1-1/2" 2" 2" 2" THE UNDERGROUND STORM WATER SYSTEM. ALL PIPING SHALL BE PVC (FOR FEED WATER) 21. ANY DEVIATIONS FROM THE ENGINEERS DRAWINGS MUST BE SUBMITTED TO THE SCHEDULE-40. p0 COOLING SYSTEMS ENGINEER IN WRITING FOR APPROVAL. 22. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED INSULATION / VENTILATION NOTES: CHILLED WATER, 40-55 1/2" 1/2" 3/4" 1" 1" 1" DIMENSIONS. REFRIGERANT AND BRINE: BELOW 40 1" 1" 1-1/2" 1-1/2" 1-1/2" 1-1/2- 23. FIRE PLACE HEARTH EXTENSION DIMENSIONS: UP TO 6 SQUARE FEET OPENING 1• THIS PROJECT HAS BEEN DESIGNED TO MEET THE NEW YORK STATE ENERGY CODE, HEARTH EXTENSION SHALL EXTEND AT LEAST 1 U IN FRONT AND AT LEAST 8" LATEST EDITION. THERE SHALL BE NO DEVIATION IN STATED VALUES OF ANY FOR SI: 1 INCH - 25.4 mm, 1 FOOT = 304.8 mm, C = [(?F)-30]/1.8 BEYOND EACH SIDE OF OPENING, OVER 6 SQUARE FEET HEARTH EXTENSION SHALL INSULATION COMPONENT INDICATED ON THESE DRAWINGS. COMPLIANCE NOTES: a. FOR PIPING EXPOSED TO OUTDOOR AIR, INCREASE INSULATION THICKNESS BY 0.5 INCH EXTEND AT LEAST 20" IN FRONT AND AT LEAST 12" ON EACH SIDE. b. RUNOUTS NOT EXCEEDING 12 FEET IN LENGTH TO INDIVIDUAL TERMINAL UNITS. 2. ALL PENETRATIONS THROUGH FLOORS AND RIM JOISTS FOR ELECTRICAL AND 1. THESE PLANS HAVE BEEN PREPARED UNDER THE BUILDING CODES OF NEW YORK 24. DUCT AND PLENUM INSULATION: ALL SUPPLY AND RETURN-AIR DUCTS AND MECHANICAL / PLUMBING ACCESS ARE TO BE FILLED COMPLETELY WITH STATE. ALL DETAILS AND INFORMATION CONTAINED HEREIN AND CERTIFIED BY MINIMUM PIPE INSULATION PLENUMS INSTALLED AS PART OF AN HVAC AIR DISTRIBUTION SYSTEM SHALL BE EXPANDING FOAM SEALANT AFTER WORK HAS BEEN COMPLETED. THE LICENSED DESIGN PROFESSIONAL ARE IN COMPLIANCE WITH THE FOLLOWING: TABLE 504.5 THERMALLY INSULATED IN ACCORDANCE WITH M1601.4.6. A. 2015 IRC (SECOND PRINTING) AS ADOPTED AND AMENDED BY NYS AND THE 2017 NYS SUPPLEMENT. PIPE SIZES 25. CLOTHES DRYERS: EXHAUST DUCTS SHALL BE CONSTRUCTED OF MINIMUM .016" 3• ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED SERVICE WATER THICK RIGID METAL AND SHALL BE 4" NOMINAL IN DIAMETER. MAXIMUM LENGTH COMPLETELY WITH MINIMAL EXPANDING FOAM SEALANT SPECIACALLY DESIGNED g• HEATING NON-CIRCULATING CIRCUI.A�TING MAINS AND RUNOUTS SHALL NOT EXCEED 35' FROM THE CONNECTION TO THE TRANSITION DUCT FROM FOR WINDOW AND DOOR USE. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. TEMPERATURES ?F RUNOUTS THE DRYER TO THE OUTLET TERMINAL. WHERE FITTINGS ARE USED, THE MAXIMUM UP TO 1" UP TO 1.25" 1.150" TO 2" OVER 2" LENGTH OF THE EXHAUST DUCT SHALL BE REDUCED IN ACCORDANCE WITH TABLE 4• ALL DOOR UNITS SHALL BE SET IN SEALANT AS PER THE INSTALLATION C. IECC 2015 G2439.7.4.1. GUIDELINES PROVIDED BY THE MANUFACTURER. 170-180 0.5" 1.0" 1.6" 2.0" 2. THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE 140-139 0.5" 0.5" 1.0" 1.5" TABLE R301.2 (1) REQUIREMENTS OF THESE DOCUMENTS. d CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 3. ALL MATERIALS INDICATED AND SPECIFIED ON THESE DOCUMENTS HAVE BEEN 100-139 0.5" 0.5" 0.5" 1.0" SELECTED BASED ON PERFORMANCE DATA AND MANUFACTURER RECOMMENDATIONS. WIND DESIGN SUBJECT TO DAMAGE FROM ANY SUBSTITUTIONS WILL BECOME THE BURDEN AND RESPONSIBILITY OF THE FOR SI: 1 INCH - 25.4 mm, C =WWrr��?((mmF)-30]/1.8, � WINTER ICE BARRIER FLOOD AIR MEAN CONTRACTOR TO VALIDATE COMPLIANCE WITH CODES AND TESTING PROCEDURES, / N ? 144O GROUND SEISMIC FROST DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL INCLUDING THE PRODUCTION OF ANSI TESTING RESULTS, ETC. a. NOMINAL IROPIPE SIZE AINSULATION THICKNESS. CONDUCTIVITY, k .027 SNOW LOAD SPEED TOPOGRAPHIC SPECIAL WIND-BORNE DESIGN WEATHERING LINE TERMITE (IM PH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP' REQUIRED INDEX TEMP 20 PSF 130 NO NO NO B SEVERE 3'-0" MOD. TO HEAVY 15' YES N/A 5100 51' Project Number Sheet Status -Se'aI DBA : DESIGNER DRAFTING SERVICES S le _ Sheet Title No: Date: Issue: No: Date: Issue: %�����;�-�J ,-�, }� Date 8-27-20 Sheet Number 1. 8-27-20 EXWM CONDMONS 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVAT I O N S F _. Scale AS NOTED Project Title A- 8 THOMAS D. RE ILLY, P.E. Draw LL k 4 BEZEL LANE - SMITHTOWN, NY 11787 #611 LINNET STREET - GREENPORT, NY Check TR 8 of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 9 1 10 111 12 + �P� PROPOSED FIRST FLOOR l G SPACE (220.0 SQ. FT.) KUSTING SECOND FLOOR NG SPACE (492.75 SQ. FT.) TOTAL LIVING SAC IS 712.75 SQ. FT. 4" SPHERE UNABLE N 82045/20// b TO PASS THRU 50. 11 , 22'-0" 4 Ci1AIN LINK FENCE 4x4 P.T. POST WITH SIMPSON ANCHOR/4 POST CAP - 0 5TOCKADE FENCE 16'-4" 5'-8" ANCHOR & SIMPSON ABU44 POST BASE °R INSIDE DECORATIVE COL BALUSTERS ® 1 ♦ WOOD 6" P LATS - - _ , MAX. 5" O.C. 22. STEPS Z - - - - - - - - (2) 2X8" F 1 ROOFJD OVER PATIO F " " I I " TOB DEMOLISHED 2x8 FLUSH NAILER I I o I W/ Y" LAG BOLTS I 11 �1 I *HANDRAILS AND GUARDRAILS SHALL BE ASSEMBLED AND 2 5T0 Y STAGGERED 24" O.0 I 1 "1 I CONSTRUCTED TO WITHSTAND A LIVE LOAD OF 200 Ibs. FRA If p� i • I , I CONCENTRATED LOAD IN ACCORDANCE TABLE 8.301.5. 1 GABA E 0 I W/ SIMPSON HU28'S oO °X° N * HANDRAILS ADJACENTTO C10 I N I -� z A WALL SHALL HAVE A SPACE OF NOT N r- I I " CRAWI SPA(`.F I I � oo - LESS THAN 1 1/2 BETWEEN THE WALL AND THE HANDRAIL AS � I W ADD NAILERS TO PERIMETER `�' I " " " ' PER SECTION R311.7.8.2 I LOT AREA = 6277.79 SQ. FT. 2 x6 F.J. ® 16 O.C. o • * GARAGE AREA - 492.75 SO. FT. OF EXISTING STAIRWELL I a ALL NEWLY CONSTRUCTED STAIRS, HANDRAILS AND GUARDRAILS I MAIN HOUSE ARFA = 1119.13 SQ.FT TO BRING FIRST FLOOR I 1 " �;, M SHALL CONFORM TO SECTION R311.67 OF THE 2015 IRC. 10.0' I I REAR DECK AREA - 47.6 SO. FT.OF BUILDIINGS AND _ I LEVEL IN THIS AREA I I I NEW 2"X8 FLR. JSTS. IN THIS \ _ _ J I- - - - - I ABOVEAREA T(ALLUSH UP OE LEVEL)OR SYSTEM �'` CONC. APRON Tg ggSO N pMDED 8Y 6277.79 SQ. FT. LOT AREA DECK- 1659.48 SO. Fr. L - - - - - - - - - - - - - - - � GARAGES ( ) - - - I 0'-11y" NOSE : 2.2 W = I �- - - - - - - - - - - - - - - - - - i 1 . 26.4 x OF LOT OCCUPI® 1 1 ( I STAIRS TO BE ALL LUMBER TO BE PRESSURE TREATED LUMBER O f DEMOLISHED ZD 6" SPHERE UNABLE M I 3s" AccEss I I I TO PASS THRU ASPHALT DRIVEWAY i O EXIST. 2"x10" F.J. ® 1 �_ I O I O 1 ` -_ --I I O 16" O.C. F ME L _ I O �� O 7-0" C.H. k- - - - 2 RAILING DETAIL I I ( O 1 NO CHANGE I- - - I ADD NAILERS TO PERIMETER - SCALE: NTS O 1 L_ - - I I OF EXISTING STAIRWELL I I I I I TOBRING INGTHIS SAREA OR EXIST. 2"x10" F.J. I I w Q I i I i 1 10 16" O.C. z I w J L- - - �- - - - - - - - - - - - - -- - J i W j X16.4' ,/�j o - - - - - - - - -- - - - - - - - - - - - - j % PROPO ED FIRST REAR BOILER 11'-9" REFERENCE I 8301.21.2 PROTECTION OF OPENINI�S. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE 0 CONC. i� � 6, DECK (47.6 SQ. FT.) DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED OPENING PROTECTION N �,6' 1 *x IM `� I I FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF THE LARGE MISSILE TEST ASTM E 1996 STOOP a � F I I AND ASTM E 1886 AS MODIFIED IN SECTION 302.2.1.2.1. GARAGE DOOR GLAZING OPENING STET'S PROTECTION FOR WINDBORNE DEBRIS SHALL MEET REQUIREMENTS OF AN APPROVED --- c> is I I OIL TANK �° -' 3-1/2" DIA. X 1/4" STEEL I I IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. 1 PIPE COL. ON 3'x3'x1'-4" DEEP LOi I CONC. FTG. i I U I F- -I I wi �2 TABLE R301.2.1.2 DEMO EXITING /b� PRO OSED 2ND STY. W CIO °° STOOP AND STEPS #611 , , ADDITI (1119.13 SQ. FT.) L-1-J I I WINDBORNE DEBRIS PROTECTION FASTENING " " I I i SCHEDULE FOR WOOD STRUCTURAL PANELS I RX I M EXIST. 2 x 10 F.J. ® I 1�5 Q STORY 1 1 04 1 16" o.C. I I FASTENER SPACING (INCHES) w U FRAME U I i � og I I FASTENER TYPE � et rn I 6 � I I PANEL SPAN PANEL SPAN PANEL SPAN DWELLING 7-0 C.H. S 4 FEET S 6 FEET S 8 FEET • p 0 1�1 NO CHANGE I r O 1 p i i NO. 8 WOOD SCREW BASED 16 10 8 N Q N Ln-1-J I I ANCHOR WITH 2" EMBEDMENT LENGTH I W I 1 . NO. 10 WOOD SCREW BASED L6 N Q 1 0 X I m I I ANCHOR WITH 2" EMBEDMENT LENGTH 16 12 9 N vll 1 o (°° EXIST. 2"00" F.J. ® 1/4" LAG SCREW SCREW BASED N I23.1 ANCHOR WITH 2' EMBEDMENT LENGTH16 16 16 ..... 16.216" O.C. 1 FOR SI: 1 INCH=25.4 mm, 1 FOOT-304.8 mm, 1 POUND=4.448N, r 1 MILE PER HOUR= 0.447 m/s. Q ;� WOOD - - - - - - - - - - - - - - - - - - - - - - - - - I A. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS, V It AND A 33 FOOT MEAN ROOF HEIGHT. PLANTER B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. -- --�- --- -�-�- ---�--- FASTENERS SHALL BE LOCATED NOT LESS THAN 1" ROM EDGE OF PANEL. II z 1 2 xs NAILER W/ Y� I 100.33 TIE C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 0 LAG BOLTS STAGGERED 24" I " 0 O.0 W SIMPSON HU28'S � I I OF NOT LESS THAN 2 INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LESS THAN ---------------- ."��- ,i / I I 2-1/2" FROM THE EDGE OF CONC. BLOCK OR CONCRETE. 100 o o I I D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING M I , 00 x � G Rx '_0 I I VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1500 POUNDS. N , " N z NO CHANGE ----------- --------------- CONC. WALK 1 - - - - _ - - I I SECTION P3103 VENT TIINALS S 82040/1 ®// EDGE OF PAVEMENT 1 L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I P3103.1 ROOF EXTENSION. OPEN VENT PIPES THAT �+ EXTEND THROUGH A ROOF SHALL BE TERMINATED NOT LESS THAN 6 INCHES (152MM) ABOVE THE ANTICIPATED50, 17' ��SNOW ACCUMULATION, WHICHEVER IS GREATER. WHERE ABUI N; DEPT ROOF IS TO BE USED FOR ASSEMBLY, AS A PROMENADE, _ TOWN--C;T cou-fFIOLD OBSERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR 23'-2" PURPOSES, OPEN VENT PIPES SHALL BE TERMINATED NOT LINNET STREET LESS THAN 7 FEET (2134MM) ABOVE THE ROOF. P3103.2 FROST CTASURE. WHERE THE 95.7 PERCENT VALUE FOR THE OUTSIDE DESIGN TEMPERATURE OF 0'F (-16C) OR LESS, A-3 VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES (76MM) IN DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN 1 FOOT. (304.8MM) SURVEY BY : Q INSIDE THE THERMAL ENVELOPE OF THE BUILDING, 3 PLOT PLAN T. EASON LAND SURVEYOR �. FOUNDATION BASEMENT FLOOR PLAN - SCALE: 1"=10'-O" 27 POPLAR STREET - SCALE: 1/4"=1'-0" PORT JEFFERSON STATION, NY 11776 JOSEPH TRAVAGLIA Project Number Sheet Status No: Date: Issue: No: Date: Issue: F � �< DBA : DESIGNER DRAFTING SERV ICES Date 8-27-20 Sheet Title Sheet Number 1. 8-27-20 OdS'R3 OO:dDtitOl'IS 1397 BROOKLYN BLVD. ROQ4JEST a BLVD. - BAYSHORE NEW YORK TELE. 631 697 5693 PROPOSED R E N OVAT I 0 N SScale AS N07ED 2 1-13-21 UPM AS R TM _ - l Project Title A 1 3. 1-21-21 UMM AS PER , RoaU�sr f =, THOMAS D. REILLY Draw LL �. 1 M.T �,_�:�, �� , P.E. 1-19-21 AS- \ 4 BEZEL LANE -SMITHTOWN, NY 11787 Check TR 611 LINNET STREET - GREENPORT, NY 1 of 8 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 10 11 12 ALL WOOD DECKING 22'-0" (PRESSURE TREATED LUMBER) 36" WOODEN HANDRAIL AS 16'-4" 5'-8" 3 PER NYS BUILDING CODE 22'-0" 10" 6"X6" P.T. POST WITH SIMPSON 8'-2" 10" -2/4 POST CAP 5'-11" 10'-5" 5'-8" G- EXISTING WINDOWS TO ANCHOR & SIMPSON ABU44 POST BASE FOR HANDRAIL-INFO INSIDE DECORATIVE COL. BE REPLACED WITH SEE DETAIL 2/A-1 6" NEW (2) 32"x42"DH WIN i R 3 (2) 2"x8"HDR. R W 15'-6" o = U vo Z w i = 1 STEP UP' 3 6" z o � - v 00 °x° o m ( ) 00 0o 00 N �, g STEPS UP I I I ROOF BELOW 8 N S CV ® N N _ G I 00 00 ^ 00 REMOVE EXIST.`-' c� v "x 3 NEW DINING AREA WINDOWS AND o j vi " o � REMOVE EXIST. REAR REPLACE WITH v, I m 8-2 C.H. NEW SLIDER ^v DOOR PATCH TO MATCH — — " " — — — — — " " EXT. WALL SYSTEM _ 30 x36 DH 30 x36 DH co N I EGRESS WIN. EGRESS WIN. W.co-0 \/ © © (2) 1-3/4"x 11-7/8" ML I I \ I I I (2) 2"x6"HDR. (2) 2"x6"HDR. S2 co b t MV I I / Q Q ( I I N I 10'-8" 10'-4" 75 3 � CFM�� - _J I NEW 2*x8" C.J. FAI 'Lire i ^ - DW _ 'n 00 I " ® 16 O.C. BEARING WALL I- - - - GFI, L��=J ® � � _ - - - - REF. _ . � is .- BDRM• - F — - - o i — I Z o 8'-0" C.H. / 00 N 8'-2" C.H. I �j x N � REMOVE DOOR I& I I / I iv , (n "x I ( iv b PLATFORM, 3'-7 1� 2" '- I "'c o W » 8'-0" C.H. PATCH TO NATbH / 2068 v� 0 4-2 �- EXT. WALL SYSTEM-�� N NEW FLUSH 1'-2" -(3) 1-3/4"x7-1/4" ML _ - - - - - - S>ER x W/ (2) 3/4"x7-1/4" ISLAND CLO. 00 x is NEW 2"x8" C.J. I ,3 STEEL PLATES II N 00 (� N "' N ® 16" O.C. d o R - - El f" I� \ ZXDI II - \ - - - - -U�-\ cG 2068 o wJ104 02 \� \ 7'-5" 3 c 8'-1 1/2" g» 00 -) SK 1^ 1 \ » » c_ Rx 2668 R- _\ EX. 2 x8 (F.J. ® 16 0 " N 7-5 LD - - -_ f uTIIJTY M -� O.C. V.t.F. 3M v clo. WALLS AND STAIRSLIN. (2) WNDOWREMOVE II v� I11 TO BE DEMOLISHED 8 0 °' PATCH TO MATCH x II c� " LIDB9� �• 2 2T8�HDR. o R EXT. WALL SYSTEM n c '+ I ' DN. TO Z � N o-0" C.H. co I m � \ OFFICE "' BSMNT. 00 _"F'w o x � N I I i� I N N `*w 8'-2" C.H. , \ I co m M I o Oxo - - - a, 3 71.7 SQ. FT. 3 N o N N N (2) 2"x8"HDR. R " �„� - �-- -- M W I I I rn X ^ 2068 DN. DECORATIVE COLUMN TO N POCKET " FALL DIRECTLY ON R DOOR = ( I STEEL COLUMN BELOW N z 1 DBL FRAMED N I z BARN 3' MIN. I \ I `V me AccsR c DOOR I L_ f cv o N ( A o EX. 2"x8" F.J. ® 16" I 11"-9" REFERENCE— — — a, ; N �' \R 1 .x • O.C. (V.I.F.) �- ,x NN, \ I I I v \CL v o j g l OPEN STAIRWAY `V ►� I- - - - -J 100CR2020-RO \ REMOVE EXI "' LIVING ROOM >=x Ijr - - -WALL WITH - 24" ROUND "' (2) WWII TO WMATCH 8'-2" C.H. M I RAILING I i N MASTER BDRM. `r I 8'-0" C.H. EXT. WALL SYSTEM �(,[I CLO• \ is ;� v�I11 � I 8'-0" C.H. _ ^ I11 REMOVE EXIST. DOOR to\ I 3 � 3 � � ��, ( I S1P PATCH TO MATCH EXT. = I 42'x8'HDR 1 2 o_ �\' I S" WALL SYSTEM I NEW 2"x8" C.J. ri 3 1 NEW 2"x8 / =z ax R n, R » o N ^ x z 3 III ^ I ® 16" O.C. 0 16 " \ N " I11 in t 1'-4 1 2" » I .'�x''W R `. 11'-0* / M I 6 -6 16'-0" " = (2) 2"x8"HDR. (2) 1-3/4"x11-7/8" ML (2) 2"x8 HDR. -- --_ (2) 2"x6"HDR._ (2) 1-3 4"x9-1/2" ML --�--� M 4"x70" P C. WI 24"x70" PIC. WIN " _. _ -- _-- 24"x70" PIC. WIN -_ = _24"x70" IC. WIN-_ ____. _ _ - 2 x8 NAILER 1) 4 - -_ -- --------- - -- -- - - - — —- ---- - 1 " TEP UP I o o LAG BOLTS STAGGERE 2 ? = c'3 0 1 i _. 3 --...---- ---= -=o: - 3 =_._-_���4" --- s I c0 O.0 W SIMPSON HU 8' `` v i co = ____-- ._..-- R . ---.. - - --- - - -----------STEP UP_ . ---- co - R Oxo 0p 00 /3\ *x : oo - -- —oot "Rx Rx N fh $I ------- ONY. N I _I N ao .� ---- ---- --- - -_- _ --_-- ----- --- - -_ u 00 00 ^ - - - -� N go --- --- - __ _- --- "-1 - - -- - ------ _ EQ. EQ. EQ. - - --- - --- - - ----__-. _EQ•- - ---- -------- E --- r� 3 (2) 2"x8" HDR. Q(2) 2"x8" HDR. (2) 2"x8" HDR. — — — — — — — — (2) 2"x8" HDR. (2) 2"x8" HDR. (2) 2"x8" HDR. FOR HANDRAIL INFO SEE DETAIL 2/A-1 (3) 6" ANLL HEADERS TO HAVE 4"x4" 3'-7" 3 8'-3" 3 7'-3 1/2" 3 4'-0 1/2" STEPS UP POST, BOTH SIDE UNLESS OTHERWISE SPECIFIED ALL WOOD DECKING 5'-7 1/2" 5'-11" 7'-6" 4'-1 1/2" 23'-2" (PRESSURE 'TREATED LUMBER) 6"x6" T. POST WITH SIMPSON 36" WOODEN HANDRAIL AS 16'-1 1/2" 6'_0" -2/4 POST CAP PER NYS BUILDING CODE ANCHOR & SIMPSON ABU44 POST BASE 23'-2" INSIDE DECORATIVE COL. 1 1 - DENOTES CARBON MONOXIDE DETECTOR SMOKE DETECTOR: SHALL BE WIRED INTO A-3 THE HOMES ELECTRICAL SYSTEM AND SHALL HAVE A BATTERY BACK UP IN CASE OF POWER LOSS 2 SECOND FLOOR PLAN rl'NN FIRST FL OR PLAN SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-O" him. SMOKE DETECTORS & CARBON MONOXIDE DETECTORS SHALL CONFORM TO R314 AND IFC 915 AND APPLICABLE CHAPTERS OF APPENDIX J AS PER 314.2.2 OF THE 2017 NYS SUPPLEMENT N Project Number Sheet Status Seal ,"f` DDA DESIGNER DRAFTING SERVICES Sheet Title Sheet Number _ � � Date — No: Date: Issue: No: Date: Issue: ,�;��`,` �.- �' � 8-27 Zp 1' 8-27-20 1397 BROOKLYN BLVD. - BAYSHORE - NEW YORK - TELE. 631 697 5693 PROPOSED R E N OVAT I 0 N S 2. 9-22-21 7" �` ' �, `1 2 �� _ ��-= , Scale AS Ir01iED ' ;� ,-- 4' ' Project Title A- 2 �" THOMAS D. RE ILLY P.E. Draw u. & 11-19-21 AS—BULT Q - �� 1 n,1 35 q`} ' 4 BEZEL LANE - SMITHTOWN, NY 11787 #611 LINNET STREET - GREENPORT, NY 1.L `'`' `!-" ��P Check 1R 2 of 8 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 111 12 SEE DETAIL #1 & 11, DWG. A-7 FOR 2"x10" RIDGE BM. RIDGE VENT DETAIL'& STRAPPING ROOF CONSTRUCTION - - RIDGE VENT " CEIL. HEIGHT EL.= 19'-4" _ 2"x6" 0 16" O.C. ASPHALT ROOFING ON - -- - - COLLAR TIES RIDGE VENT 1/2' EXTERIOR PLYWOOD SHEATHING 15 Ib. FELT 2"x8" ® 16" O.C. R.R.'S ROOF SHINGLES AS PER OWNER 8 8 0 8 8 8 8 0 9 8 8 B 0 SNOW & ICE SHIELD FROM EVES EDGE TO POINT A, MIN. OF 24" PAST THE WARM SIDE 12R OF WALL LINES (SEE DETAIL #6, DWG. A-7) PROP. VINYL SIDING, TYP. 6 F _ 2-0" METAL CONNECTORS AS REQ. AS SELECTED BY THE OWNER 2"x4" TIES X 48" LONG 0 16" O.C. 2"x4" TIES X 48" LONG 0 16" O.C. SEE DETAIL #6, DWG. A-8 FOR SOFFIT VENT DETAIL f- CEIL. HEIGHT EL.= 19'-4" x k �" )---ALUM. GUTTERS & LEADERS PROP. FASCIA, TYP. (COLOR TO BE » » 1/2 SHEETROCK NEW 2x8 ® 16 O.C. CJ. R-30 INSUL -. � ! VENTED SOFFIT TO CODE SELECTED BY THE OWNER) R-15 INSUL. TAPED AND SPACKLED WALLS AND CEILING WALL CONSTRUCTIONzk — 2 12" OH o BDRM• R-15 INSUL. 12" OH 2"x4" 0 16" O.C. WALL STUDS TO EXTEND TO DOUBLE FF c� 6"x6" P.T. POST WITH SIMPSON , MASTER BDRM � 8'-0" C.N. TOP PLATE W/-3.5 BATT INSUL. (R-15) o 2-2/6 POST CAP ANCHOR 8'-0" C.H. 8'-0" C.H. '00 & SIMPSON ABU46 POST BASE 1/2" SHEETROCK SIDING AS PER OWNER ON ON 1" RIGID INSUL. (R-4) INSIDE DECORATIVE COL. TAPED AND SPACKLEDCONCEALED kik, ON 15 LB. FELT ON 1/2" PLYWOOD SHEATHING FIN._FLR. EL.= 11'-4" SEE DETAIL #12, DWG. A-7 WALLS AND CEILING THING TYP.) 7" SEE » H FI - - - - - - - - - - FOR 2nd FLOOR ( SEE DETAIL #6, DWG. A-7 2x , ., h x ,. x ,x Y 1 FOR SOFFIT VENT DETAIL I ao %1 w CEIL._HEIGHT EL.= 10'-6"_ _ C:6"x;6" . _ ALUM. GUTTERS & LEADERS N.T. POST WITH SIMPSON " " � " " » " "-2/6 POST CAP ANCHOR NEW 2x8 ® i NEW 2"x8" ® 16" O.C. FJ. (2) 1-3/4 x11-7/8 ML ITW 2x8 ® 16 O.C. �/ PROP. FASCIA, HE (COLOR TO BE RR.'S W R 22 INSUL. SELECTED BY THE OWNER) & SIMPSON ABU46 POST BASE 16" O.C. FJ. / \ L INSIDE DECORATIVE COL. 2"x8" NAILER W/ 1�" R-15 INSUL. METAL CONNECTORS AS REQ.Z FOR HANDRAIL INFO LAG BOLTS STAGGERED 24" LIVING ROOM F KrTCHEN C.H. ItEW DINING AREA � SEE DETAIL 2/A-1 2 O.0 W/ SIMPSON HU28 S 8'-2" C.H. 8' " 3'-2»SHEETROCK R-15 INSUL. ALL WOOD DECKING �' .WfD AND SPACKLED EXISTING WALL CONSTRUCTION C3 (PRESSURE TREATED LUMBER) 00 . FALLS AND CEILING 2"x4" 0 16" O.C. WALL STUDS TO EXTEND TO DOUBLE I ( o 36» WOODEN HANDRAIL AS EXISTING 2"x10" 0 16" O.C. FJ. EXISTING2"00" 0 16" O.C. FJ. TOP PLATE W/-3.5 BATT INSUL. (R-15) r R� I PER NYS BUILDING CODE R-30 INSUL. " �\ 0 /\� FIN. FLR. EL.= 2'-4 SIDING AS PER OWNER ON ON 1 RIGID INSUL. (R-4) ON 15 LB. FELT ON 1/2" PLYWOOD SHEATHING I st+ *+o, 19 GRADE ELEV.= 0'-0" NEW 2"x8" L® IST. (2) 2"X6" GRADE ELEV.= 0-0 I I r,* x 16" O.C. FJ. LL PLATE BEYOND EXIST, UNFINISHED EXIST. CRAWLSPACE 2"x8" NAILER W/ IST. 4"X6" BASEMENT EXIST, FOUNDATION CONSTRUCTION LAG BOLTS STAGGERED 24" ONIT. TIMBER GIRGER 7'-0" C.H. Q 8" POURED Z O.0 W/ SIMPSON HU28'S FOR STORAGE I CONCRETE FND. (V.I.F.) 806" POURED CONCRETE SPREAD FOOTING (V.I.F.) 2"x8" R.R. ® 16" O.C. 3-1/2" DIA. X 1/4" STEEL PIPE COL. ON 3'x3'xt'-4" DEEP CONC. FTG. ri SECTION THR U MAIN HOUSE FRONT TO r3A CK SCALE: 1/4"=l'-O" I I M 0 2"x8" R.R. ® 16" O.C. IM Cr- I I ax I ROOF 4" V.T.R. ) 4" V.T.R. J 4" V.T.R. �J U IBEH —J I ' —��—�— — I I T,BLE P3201.7 SIZE OF TRAPS 1 1/2• 2" Cr- I FOR PLUMBING FIXTURES I � I I ( we I I I I - I 2"x8" R.R. ® 16" O.C. i I I i LAv 121/2" I TRAP SIZE I I Tub I I I I PLUMBING FLTURE 0 MIN. (INCHES)SECOND FLOOR I ( I i I BATHTUB (WITH OR WITHOUI SHOWER I i I 3" 4" 2" 1 1/20 1 i HEAD AND/OR WHIRLPOOL JACHMENTS) 1-1/2 KITCHEN BATH 2p J -1 _—_- - I BIGET 1-1/4 I SINK SINK I ' 1/2. 1 t/2" i 12" 2 crt 1/2• I CLOTHES WASHER STANDPIE 2 II I WC I I LAV i I DISHWASHED ON SEPARATE�RAP. 1-1/2 e� " DW I SHOWE I I I IL-2 1/2 6-2 1/2" FLOOR DRAIN 2 �, `° +19' FIRST FLOOR I I II ITTP I ^� %1/� I KITCHEN SINK (ONE OR TRAPS, WITH OR WITHOUT 1_1/2 '`� ® !'• " 2" 2" I ( DISHWASHER AND FOOD WAE DISPOSER) I 1 � y 2 3" 4" 2" 1 1/2» ` 02 I LAUNDRY TUB (ONE OR MOE COMPARTMENTS) 1-1/2 1100 ,,,� I ( I N 2» —— — I LAVATORY 1-1/4 1 2" � SHOWER (BASED ON THE I1AL FLOW RATE II I THROUGH SHOWERHEADS AD BODYSPAYS) FAIT pp 0 FLOW RATE: - - - - - - - - - - - - - - $sMNT. FLOOR5.7 GPM AND LESS 1-1/2 MORE THAN 5.7 GPM UP 112.3 GPM 2 2" 3" 4" 2" t t 2" 3" 4" 2" 1 1/2' MORE THAN 12.3 GPM UP'0 25.8 GPM 3 / 3" SOIL MORE THAN 25.8 GPM UP 0 55.6 GPM 4 3" STACK FOR SI: 1 INCH = 25.4mn 3 NROOF PLAN C C CO SCALE: 1/4"=1'-0" i ¢ - TO AN APPROVED SANITARY 4" C.I.H.T. SEPTIC SYSTEM ri%'* PLUMBING RISER DIAGRAM SCALE: 1/4"=l'-O" Project Number Sheet Status }`aSeall L'�., DBA : )RAFTING SERVICES S8-27-20Sheet Number �� f Date Sheet Title No: Date: Issue: No: Date: Issue: ; . .,s[).F �, 1• 8-27-20 EXMM COMMIS � 1397 BROOKLYN BLVD. -BAYSHRE - NEW YORK -TELE. 631 697 5693 PROPOSED R E N OVATI 0 N S 2. 11-18-21 AS-6UT t r �':, Scale AS iddTED 2 Project Title A- 3 THOMAS E, RE ILLY, P.E. Draw u" 4 BEZEL LANE - SMITHTOWN, NY 11787 #611 LINNET STREET - GREENPORT, NY • Check R 3 of 8