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*OF 80Uryp� Town of Southold- * * P.O. Box 1179 �0 53095 Main Rd Courm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46337 Date: 07/24/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 330 Maple Ln Mattituck, NY 11952 Sec/Block/Lot: 107.-3-5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/19/2015 Pursuant to which Building Permit No. 40216 and dated: 10/26/2015 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including an entry stoop to an existing single-family dwelling as applied for. The certificate is issued to: John Alfieri ,Priscilla Lewis Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 40216 6/14/2016 & 6/23/2025 PLUMBERS CERTIFICATION: Joseph Kollen 6/23/2025 A th riz d Signature ofSOUTyo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT RENEWED (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40216 Date: 10/26/2015 Permission is hereby granted to: Renewal Date: 10/28/2024 John Alfieri PO BOX 1271 Mattituck, NY 11952 To: construct addition and alteration to an existing single family dwelling as applied for. Premises Located at: 330 Maple Ave, Mattituck, NY 11952 SCTM# 107.-3-5 Pursuant to application dated 10/19/2015 and approved by the Building Inspector. To expire on 10/28/2026. Contractors: Required Inspections: FOUNDATION 1ST, FRAMING/STRAPPING, FRAMING/STRAPPING, PLUMBING, PLUMBING, INSULATION, FINAL, Fees: Renewal Fee $290.90 Total $290.90 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement'from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. O f� New Construction: Old or Pre-existing Building: (check one)) c Location of Property: 3o u.�o �� t&4 1° Cc, #7 f z t,cam,,1jr,� I I House No. Street �/ —Hamlet Owner or Owners of Property: V f'1 LZ �.�7 X / I�6 ""aa— (z Cos Suffolk County Tax Map No 1000, Section O? Block Lot S_ Subdivision Filed Map. / Loot]: Permit No. O2. a Date of Permit. Applicant: J O n �4 ! �e Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) OU Fee Submitted:$ 5Z LYI o�su�Fol,��o TOWN OF SOUTHOLD aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE vy �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE.PREMISES WITH ONE SET OF APPROVED PLANS ANDSPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK.AUTHORIZED). Permit#: 40216 Date: 10/26/2015 Permission is hereby granted to: Alfieri, John PO BOX 1271 Mattituck, NY 11952 To: construct addition and.alteration to an existing single family dwelling as applied for. At premises located at: 330.Maple Ave, Mattituck SCTM.# 473889 Sec/Block/Lot#-107.-3-5 Pursuant to application dated 10/19/201.5 and approved by the Building Inspector. To expire on 4126/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $406.80 CO -ADDITIONS TO ACCESSORY BUILDINGS $50.00 Total: $456.80 Building Inspector pF SOUr�Q Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 a roger.riche rKD-town.southo Id.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Alfieri Address: 330 Maple Avenue City: Mattituck St: New York Zip: 11952 Building Permit#: 40216 Section: 107 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE [Contractor- DBA: Owens Electric License No: 3372-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors 3 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel 1-100A A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 13 Twist Lock Exit Fixtures TVSS Other Equipment: 2- ACR Fault Circuit Breakers Notes: Inspector Signature: Date: June 14, 2016 z Electrical 81 Compliance Form.xls o��OF SO(/r�,Ql � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Alfieri Address: 330 Maple Ln City: Mattituck. St: NY Zip: 11952 Building Permit#: 40216 Section: 107 Block: 3 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Owens Electric License No: 3372ME SITE DETAILS Office Use Only Indoor Basement 57 Service r Solar (— Outdoor We 1 st Floor ry Pool F Spa F Addition r-,W 2nd Floor Hot Tub r Generator r Survey I— Attic r Garage Battery Storage r . INVENTORY Service 1 ph r Heat Duplec Recpt 20 Ceiling Fixtures 5 Bath Exhaust Fan 2 Service 3 ph (- Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser 1 Plug Mold 6' Recessed Fixtures 9 CO Detectors Sub Panel 100A A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 15 4'LED Exit Fixtures Other Equipment: 100A Sub Panel 40 Circuit/ 39 Used, Toekick Heater(1), Notes: Two Story Addition w/ Basement Inspector Signature: X Date: June 23, 2025 Sean Devlin Electrical Inspector sean.devlina-town.south old.ny.us 330MapleLnAddition Town Hall Annex Telephone(631)765-1802 54375 Main Road cry Fax(631)765-9502 P.O.Box 1179 . Southold,NY 11971-0959 ... UN BUILDING DEPARTMENT TOWN OF SOUTHOLD AUG 2 4 2016 D BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date;_ Building Permit No. (02/6 Owner: AlFrcri (Please print) Plumber: . 13rad (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me thisc�x I day of yq'1IC,l4 20/ CONNIE P).BUNCH Notary Public,State of New York Notary Public, � Cnttnly, No.01 BU6185050 No. in Suffolk County Commission Expires April 14,2 O OFF Town Hall Annex Ira { Telephone(631)765-1802 54375 Main Road CM P. 0. Box 1179 C* a �� Southold, NY 11971-0959 JUN 2 3 2025 BUILDING DEPARTMENT TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATION Date: Building Permit No. Owner: (Please print) �� �` L( Plumber: � � !/�j (Please print) I certify that the solder used in the water supply system cont ins less than 2/10 of l% lead. (Plumbers Signature) Sworn to before me this 3r day of j 20 !g,%w 4A ac-14 Notary Public, 1SL4;F61 1< County TRACEY L. DWYER NOTARY PUBLIC,STATE OF'NEW YORK 140.OIDW6306900 QLeLIFIED IN SUF'FOLIZ COUNTY COMIAISSION Q(PIRES JUNE 30,2A2.4 L "OF so ftx,Ol � o cOUMY,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPEOTION [ FOUNDATION AST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:- DATE INSPECTOR `� / ho��OF SOpTyOlo cOUMY,Nc� /FOUNDATION WN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ATION 1ST [ ] ROUGH-PLUMBING 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: y DATE. INSPECTOR y OF SOUl�,O eou TOWN- OF.SOUTHOLD BUILDING DEPT. 765-1802 SPEC N [/FNDATION 1ST [ ] ROUGH PLUMBING TION 2ND [ ] INSULATION /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: S:J�74 A-,r /1, "7. DATE ' INSPECTOR. ` OF SOOryO o�yc00 ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION- 1ST [ �RO H PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] TRICAL (FINAL) [ ] CODE VIOL ATI [ CAULKING REMt,j RKS: C D•z /� DATE INSPECTOR OF SO(/r�o� 401, IyCOUM`I, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING f STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� �� INSPECTOR ` OE SOUlyolo �y00UM'1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r e000� DATE ��1,0g, ��i INSPECTOR ' aOE SOUTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 65-1802 o[ ] ION FOUNDATIiN REBAR ] ROH PLBG.UG [ ] -FOUNDATION 2ND. [ :]- SULATION/CAULKIN [ ] FRAMING /STRAPPING [ FINAL /o 4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]. CODE VIOLATION [ ] PRE-C/O [ ] RENTAL REMARKS: o DATE41�f)QkN INSPECTOR i SO//lyO6 I. i ho, Zj # #. TOWN OF'SOUTHOLD �BUILDINNEPT. 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 f�� REMARKS.. 121 � � Of - M e DATE INSPECTOR 50UTyo� * TOWN OF SOUTHOLD`BUILDING DEPT. cOU 631-765-1802 INSPECTION . [ ] .FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ .] FIREPLACE_& CHIMNEY-. [ ].. FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: GQ� DATE .�'o?Y'� `✓ INSPECTOR �O�I OFSOGTyO� - * * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [�OUGH PLBG. [ ] FOUNDATION.2ND [ ] INSULATION/CAULKING [,FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY : [ ] FIRE SAFETY INSPECTION [ ] "FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: lvw (�VAW 1 0Imo_ l ��-- U� DATE INSPECTOR tir' I r� _ � ..r � � ,,� �, I �;,�v ..;�;.. ---�--, - � ���� -------- ,�� � _ _ ---�,- `�'� . �, _; r � '"' _ r i r µ - L - #srr s LF r ►e k r .T3 Epp } a; �z ' ,# , ,r�'. � t 1 ., S� ff •� J i ixx (� k 1 A i � .Y J{{(ty .l �}T 11 1 C►� S { t J(/( � Y f 1/ 1 )� /! t • _ � , C f fix' � '� � i ���t♦ ��,. • Ms l . 1A A R ! I W t y M A a► w I 1 ION- 1 � 2 0 2025 Building Department "n of Southold DONALD G. FEILER - ARCHITECT 11725 Main Rd•Box 1692•Mattituck,NY 11952 631.298.5453•Fax 298.1380 January 9, 2017 OD V Mr. Michael Verity FEB 16 2017 Southold Town Building Department Southold Town Hall, Main Road BUILDING DEFT. T Southold, New York G UT.UOLD Re: Addition t® the Alfieri/Lewis Rdsidence 330 Maple Lane, Mattituck, New York Dear Mr. Verity: In regard to the above mentioned project, based on information provided by the contractor, and to the best of my. knowledge, I can confirm that"the steel reinforcing at 'the new foundation walls were installed as per plans and in compliance with the 2010 Residential Code of New York State. .'. N e' e I 0 " • " /J/J�/�� EN irk1 Ie I`��A /..-te.a.. Al I • STATE ENERGY CODE `/ _ A — no Rem �,� - �►► 11 / i / I / I T 0 r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Sou tholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 LJ� Single&Separate OCT 19 2015 Storm-Water Assessment Form Contact: Approved ,20 , 3LDG DEN. Disapproved a/c — Phone: 5/40 Expiration 120 B i g Inspe or ,APPLICATION FOR BUIL G PERMIT p� 4 Da 0 , 20157 INSTRUCTIONS k a.This application MUST be completely.filled in by typewriter or in ink and submitted to.the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may~riot be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall,expire if-the,work authorized has not commenced w.,ithin 12 months after the date of issuance or has not.been completed within i 8 months from such date. If no zoning'amendmepts.or other regulations affecting the property have,been,enacted in the interim,the,Building Inspector may authorize,,iq writing,the extension of the permit for an addition six"months. Thereafter, a new permit shall.be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or,alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspeNW(Signature!!�fapQplicar t or name,if a corporation) {�o l -X /Z 7/, a ltifuc�_, ���S-Z (Mailing addr ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 0 0/1 Name of owner of premises �� h Af47e*(7' oje Le ('s (As on the tax roll or latest deed) . a If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other,Trade's Liceq se.;NNq._X. LUi91 bSa1�b t 1. ^E`oi dT-j n';b�il�a"V` 't, Rich proposed work will be done: r.V?nl htxCl. a f-F-ifu�1� r/l� 1 CQ I�Ioiaso NuMbtrciU!rf=0 Y'-Sheet Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy e b. Intended use and occupancy S-t (C 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost J O D O c7 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Numberiof dyyelling,units on each floor If garage, number of cars Z- 6. If business, commercial or mixed occupancy, specify nature and-extent of each type of use. 7. Dimensions of exilting,structures, if any: Front 4p Rear �d Depth L, Height .2 Number of Stories Dimensions of same structure with alterations or adlitions:'Front Rear Depth Height Number of Stories 8. Dimensions of en ire new construction: Front, Z / Rear �- Depth �Z ' Height Y Number-of Stories 9. Size of lot: Front 6 7 'Rear f To ' Z+ 7 k Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO O 13. Will lot be re-graded? YES NO C Will excess fill be removed from premises? YES X NO 14. Names of Owner of premises ,(4, L f WtSAddress 331 !V/V t&Ad'hone No. 5-1 b V ZG -w 6lZ Name of Architect I)O n Fei(e-k— Address I i Mr/l'&(ii hone No Name of Contractor 7-0 41 1,u-d(o aJ Address f D 1 n 3G 791 Phone No. 4031 M.0- S o 9 .0 A4,v,M4x4k-- 15 a. Is this property within 100•feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES k NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate.foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO )q * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) J VI !'t M tin r-t being duly sworn,deposes'and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 0 W 14 cc (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. JASON KIDD Swor to before me this Notary Public-State of New York l- eddy of, O o r 20 NO.DIK16191870 . u O�ualifled In Suffolk-. un My Commission Expires 2 o'lO�fi Notary P c Signature of Applicant TOWN OFSOUTHOLD — BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959 a Telephone(631) 765-1802 Fax (631) 765-9502 https:gWww.southoldtownny.gov "la . APPLICATION FOR BUILDING PERIVIM' D DEC For Office Use Only t PERMIT NO. Building Inspector: _J S E P 1 9 2024 Applications and;forms must be fillled out in their entirety Incomplete, applications will not be accepted Where the Applicant is notthe owne;r,an B'UM1 J_)1N(;DEFT. Owner's=Authorization form(Paget)-shall be completed., © ' d', F SOUTH01.:" Date: OWNERS)OF PROPERTY r �� ,e F Name: �JA V1 A (4;er'1 pr.I.SGa Ica. Leta77s SCTM# 1000 Project Address: �30 ACC le 'I-vt /11,zy* �� r. / Phone#: "�� cf [ Email: Mailing Address: 61 UOX (1 ( Q .�'....L.0 `.CONTACT PERSON. r Name: ^15Gt f 1. 7s _ ..... .. w.,.___ ._....._...._ Mailing Address: 12, ®,. Phone#: s--( Email: 1^I S et r^ ie�t rtlL� G DESIGN,,PROFESSIONAL`INFORMATION,: Z s Name: Mar S e_(1 w e-r4-Z f' -55c G i& I-e-5. Mailing Address: ZgyIF e% re za, Phone#: 'Jr- Email: r, 1 S O -.v _,I ef CONTRACTOR INFORMATION r Name: Mailing Address: Phone#: Email: DESCRIPTIOWOFPROPOSED'CONSTRUCTION S s y4 ,i El New Structure ❑Addition VAlteration ❑Repair ❑Demolition Estimated Cost of Project: El Other $ �'D 000 Will the lot be re-graded? ❑Yes 1�Ao Will excess fill be removed from premises? Yes ❑NAJ 1 PROPERTY INFORMATION` Existing use of property: uV1 'y11S ,�� Intended use of property: cirF j�_4di o Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes�No IF YES, PROVIDE A COPY. 40 WCheck Box After Reading: The owner/contractor/design professional is responsible:for all drainage 'an d°storm water issues as provided by . Chapter 136 of the Town Code. APPLICATION IS HEREBY MADE,to the Building Department for the issuance of a Building Permit pursuantto 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 ordemolition 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.'FaIse statements.made lhereln are punishable as a-Class A misdemeanor'pursuant to Section ildAS of the New,York'State-Penal Law: J. " Application Submitted By(prin name): Mex r %_m_e —z Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ! ILA-Rt-p(l- ) .R4ilfr d)C,#bV,4tZ r Z_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Co tractor A ent,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 k edge and belief;and that the work will be performed in the manner set forth in the application file there ith. Sw/orry before me this c l y day of , 20�� Notary Public Richard D.Noncarrow Notary Public,State of New Yo No.01 N06224106 PROPERTY OWNER AUTHORIZATION Oualified in Suffolk Cou2T�W '2 (Where the applicant is not the owner) My Commission Expires June I, Pir15 E,t (a- /5 residing at MG ��� �Cfiy►p� {1�ea • i�uG� do hereby authorize c�('�� -SC41 a 2&r- Z to apply on my be f to the Town of Southold Building Department for approval as described herein. &Y zzw Owner's Signature ate PrIsc L,((a- Lech is Print Owner's Name 2 OF Sig, � Town Hall Annex 54375 Main Road Telephone(631)7G5oo-1gg802 P.O.Box 1179 ro er riche01 A S6706511n .us Soudiold,NY 1197I-0959 � ) BUILDING DEPARTAMT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ( ��� Date: 9 Company Name: Name: S License No.: Address: Phone No.: JOBSITE INFORMATION: (Indicates required information) *Name: +e *Address: CI q52 *Cross Street *Phone No.: �('31 Permit No.. 40 Z 1 Tax-Map District: 1000 Section: Block: , Lot:' *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A (Please Circle Ail That Apply) *Is job ready for inspection: YE NO Rough in Final *Do you need a Temp Certicate: YES! NO Temp Information(if needed) *Service Size: 1 Phase 313hase 100 150 200 300 350 . 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYME T DUE WITH APPLICATION B24Request for tnspedon Foun �C a �o'Of spry° f0 Town Hall Annex J� Telephone(631)765-1802 54375 Main Road o P.O.Bo 111 71-0959 � � �� roger richertd-?O`i 6 s)o7a y o4a nY us Southold, , poly BUILDING DEPARTMENT ' TOWN OF SOUMOILD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��� _ Date: Company Name: > ' — i, VN Name: s �. License No.: Address: td, Z� Phone No.: 3 [ 4f 71 6 2-qcl JOBSITE INFORMATION: (*Indicates required information) *Name: , *Address: C) C *Cross Street: 'Phone No.: 3 I B j Permit No.: Tax-Map District: ' 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) � (Please Circle All That Apply) *ls job ready for inspection: YE NO Rough In Final *Do-you need a Temp Certificate: YES/ NO Temp Information(If'needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE.WITH APPLICATION B2-Request for Inspection Fort «C PERMIT# Address: Switch e Outlets I �" GFI's Surface- Sconces HH'sh/� tC� UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub. Amps Have! UIUsed Comments .e � . Scott A.. Russell STORAMINI�vA\']BIER.. SUPERVISOR' '' - ,� MANAGEMENT SODTfiOLD TOWN.=HALL P.O.Boz,1179 0 `. 53095MamRaid'SOUTHQLD,.NEWYORK 11.971 Town of Southold �u CHAPTER 236 STORMWATER MANAGEMENT WORK:SHEET (TO-BE .COMPLETED BY THE APPLICANT) DOES. TEAS PROJECT INVOLVE ANY. OF, THE. FOLLOWING Y es !No .(CHECK ALL THAT APPLY). ❑[�A�, Tearing;.grubbing,.grading or' stripping:of'land which affects more than 5,000 square. feet of ground:surface ❑[3 B.: E cavatio.n.or. .f illing involving,more than 20.0 cubic yards.of material within any, parcel or any contiguous area;. ❑[ C.. Site preparation of slopes which;:exceed' 1:0`feet vertical rise.to- 10 `feet of Horizontal distance:. 0[ D: Site-.preparation within .1,00 feet >of wetlands;..beach, bluff or coastal erosion Hazard area. OCHE:. Situ-.preparation within therone-hundred year: floodplain :as-depcted on FIR1V1 Map of any watercourse. ❑[ F., Installation.of new or:-resurf aced .impervious:surfaces of 1,.000-squar..e feet;or -mote..unless pr:for approval.of.a Stormwater. .1VIanagement. Control Plan was received by the Town,and:the proposal includes: in-kind replacement of. i nper-vioussur-faces.. If you answered NO to all of'die questions--above,,:STOP.! "Complete.the Applicant section Wow with;your Name;.; Signature; Contact..Inforniation;Date.&.County Tax:Map:Nuinber! Chapter 236'does.not.apply.'to`your;project: lT=y6u..'ani*ci6d YFS:to one or mote of.the abovei,please "submit.-Two.copies:of a.Stormwater Management,Contr6I Plan and a.completed Check List Form to`the Building Department`vitli your Building:Permit Application: APPLICANT:(Pmpervy 0:vner.DmignProfimlopal.A'gent..Contractor.Other) S:C.T:M:. 1000 Date. „ /� District NAME. IDkri (-Pt r �• 67 IV'Iq—� ���//// Section'. Block Lot FOR'BUILDING D F. RTMENT USE ONLY Contact Inronnation:. tr x�x.�rr ReviewO'Br. - - — — — — — — — — — — — — — — — — — Date;: .Pro e Ad uc dress/Location of Constrtion.Work — — — — — — — — — 3�D ` R 1� Ad for ppt ove processing Building Permit L1672, stormrvater Mina— gement Control.Plan Not Required. _ + /1 W✓YV , � I •Y _ r� CPnhmacrotei•'AA%n�nmm�nf C'nnhrnt DP:.r.a.R.v.n.c.vi G Town Hall Annex �.� Telephone(631-1802 54375 Main Road a t P. O. Box 1179 Fax(631)734-9502 N Southold, NY 11971-0959 0_ • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signatur Name ( erso submitting this form): Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS)#187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 112 STROKE — ._.............-----.. —----- .DESIONAT ON•*FORSrRUCTU-RAt - .._.......__............_._......_.. --._...... -- - -- ----- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIRCAMN SIGN CONPLIANCE VVITH 19 NYCRR PART 126541.-I e- rarMSCXE CODES DN[SfOIV EXAMPLE TRUSS IDENTIFICATION SIGN DATE:03(08J2095 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT tDEP�RTl{ENt.ClF STi�fB.: AND ADMINISTRATION 1 , • z - SUFFOLK CO.HEAL T NO PT.APPROVAL H.•,`ram^ (,,,,,� � � c�; �` � ; L i 7i U I - 1 well STATEMENT-OF INTENT THE WATER SUPPLY AND SEWAGE DISPOSAL � SYSTEMS FOR THIS RESiflENCE WILL `''- - .,. +f/ •.. , 5=- � - . _ +. Q�,.� �,, x '� , cc"FaRIrl To 'rkE .STAN01[R& OF THE �T f 33 d or 1� • Ne - SUFF40LK CO. DEPT. OF HEALTH SERVICES. fOUNTY DEPT. OF HEALTH V!•C E S. R O R A P'Pl20 V•A L OF - CONSTRUCTION ONLY o� �' } ,t H.S. REF,NO.: �.� . 'or*- APPROYED- ( ; t t e� �, t LKG C-6. TAX MAP 0W6NAT04: . . , F. -x R..r�►lsT. 10 U�`7` 1 . — ...,_ t T-�• � � O�IftlEil5 A6.�R£5$. , f ME 31=- 1p', - tom✓'�../{ �iAYfHOAMM IS A VOLv OR AOD1�H�w _� AT.l w• ��-/' ` ��� XO 1Ht5 SURVEY 15 A VIEW YoN OF sr S — •-�� r j 4F�IIOM 7209 OF THE NEW YOn(STATE 14PUTON LAW.wviA OF MIS M NOT DEAR is SW EATS 3UitVEYOR•0JV5 IMHC�s SEAL oR Uv`lrI �� LIThIOLL�, N.Y J1 `\! •,� VMS"A AM ME MsEc°�°°E Q �� / CMGUM Er .14ffoR wHorn U*SavF SOFFOId{ BEAM D •$per }s I�tEPARED,AND Om HIS DE h ` } HAIP 10 THE r 3 r MU COMPANT.GOV N WAL AGO CY.& LENDM INSMTION USTWHEQEON,Aw B. V. up. #, ad V 0 j 10 THE ASOGNM Of THE UNDM imp WRON.GUARANTEES ARE NOT SAW^ . M ADOMOML ^n ran x na 4D.citrt •L�sn. The sewage disrom-l f pwi�s. • . facilities �or t. !3 loe:4t'•�n kr,-e he Nfn t`�o` SEA4 oted by this dapartmen 3 found. --- �, so be sa �to . Vuar�Errfd 5r14�o•(+tarf• Tal t5amJ4 and 4o 4+re awrt�rt' aril;! Chief of Ilene arum { bJ'S. C..i:'e M+16 ItiScn� Services fl1 its. �� �ew •. ..�.;a _ #� r COtrPoc"f-co" W aeet-icif? darf jm., weactf s4pa hmef.. �-. 110E D•LAND SU.RVEY4ms. TELEOYm 009 N12064 SURVEY Of PROPERTY 51TUATE : MATTITUCK E TOWN : 5OUTHOLD 5UFFOLK COUNTY NY �t SURVEYED 04-02-2015 6 -2015 PROPPADDITAON 09-0GE �-2015 SUPPOLK COUNTY TAX # 1000 - 107 - 3 - 5 l CERTIFIED TO: 5 �- JOHN ALFIERI Z PRISCILLA LEWIS ZONE R-40 No COVERAGE CALCULATIONS Q o EXISTING HOUSE= 1,599 Sq. Ft.or I.8% O PROPOSED ADDITION= 520 5q. Ft. or O.G% ry m 4 TOTAL COVERAGE 2,115 5q. Ft. or 2.4% C Z MAX.ALLOWABLE 17,703 5q. Ft. or 20% O G Z C)0 C DRAINAGE SYSTEM CALCULATION5: O ADDITION ROOF AREA= 520 5Q.FT. 70 520 5Q. IT.X 0.17=59 n Q 89/42.2= 3 VERTICAL FT.OF V DIA. LEACHING POOL REQUIRED 7c�0 9 p PROVIDE(1)5' DIA.x 3' STORM DRAIN POOLS ZCp Q�- NWo O 3A PRO ORY a . ISj�pN' O O o pUSE o'o 2.3.5 � O a Pig GP�'E a A a 25 5 .o y0.5 m --ta.7 _ O to D.G'PO y 25' O f A� �O� T O 7 � V� O GO O-� Q ,�A � O �O � 0 O Q '9 .Q �7> .. G�°F QO/,//�A �0.• 0 ,LO y 'yF 01 2; 01 �O NOTES: p� "Unauthorized alteration or addition to a survey 0 MONUMENT FOUND �� N E jqa map bearing o licensed land surveyor's 2,of is o J O H N C. E H LE K5 LAND 5 U RVEYO yl� °alatian of section *Yor subt division 2,of the PIPE FOUND �' New'York State Education Law." `c• Eil� 0 REBAR FOUND 'Only copies from the original of this survey �'• !� �P marked with an original of the lend surveyor's Q STAKE SETstamped seal shall be considered to be valid true WOOD FENCE copies" G EA5T MAIN 5TREET N.Y.S. LIC. NO. 50202 "Certifications indicated hereon signify that this survey was prepared in accordance with the ex— Area = 88 5 19 Sc[. t. RIVERHEAD N.Y. 1 1 901 3G9-8288 Fax 3G9-8287 r;i - _ fisting Code of Practice for Land Surveys adopted �. ! 1 4 O by the New York State Association of Professional Area = 2.03 Acres �/ e. Land Surveyors. Said certifications shall run only IonGIl5landland5urve or.com o to the person tar whom the survey is prepared, GRAPHIC SCALE 1 50' J �/� $n J �� )f and on his behalf to the title company,governmen— S� s\,� tol agency and lending institution listed hereon, and �AI�U r to the assignees of the lending institution. Certifice- 97-84 lions ore not transferable to additional institutions Generated by REScheck--Web Software Compliance Certificate Project ALFIERI-LEWIS Addition Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Maple Lane Donald G.Feiler-Architect Mattituck, New York Compliance: trade-off Compliance: 19.3%Better Than Code Maximum UA: 209 Your UA: 88 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly Cavity Cont. Eactor,__UA__' Perimeter Ceiling: Flat or Scissor Truss 528 30.0 0.0 0.035 18 Wall:Wood Frame, 16in.o.c. 498 21.0 0.0 0.057 23 Window:Wood Frame,2 Pane w/Low-E 102 0.290 30 Floor:All-Wood joist/Truss Over Uncond.Space 528 30.0 0.0 0.033 17 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 5.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signat Date Project Title:ALFIERI-LEWIS Addition Report date: 08/04/15 Data filename: Pagel of 1 a-•.:......... ..>..:-` - .,,,,._r. ... . _-.,-.. .,T—�� :.u�atr.,,.:`- "' ?"-.w^-r•m-n.---•Sn tm-^'.t,T'1-•*.-.*^'., � � .r^•--•.., .'P^r.,"':,,;: __ _ __ "r�^'r "•- _ __:s+;+ti;',., _ _ _ __'"_3^':ia-+'- - '2-"•nrv�r�-�-- µ ,N , } `',�a i`• ;f' '„ rL yi J - . .,r.- - j ''flµ P Jo 'In . b' rv. ';4 p s x. s, " , '',',,I - , :'t3'(ittbiNG'us1 F :;.parswrtt��t , `: ` . r 1r Lr )lMr, . ,BU LD NG AREA n i <'K% s{, RM ILDiNG Yi IG;HT .' ya to ": `:,. `TYPE OF CflNSTRUCT`ION ;a �y ". . r. g :" Y , , �< .1, wY-`' r1 i° N i IA -P 'tf . a�src tea r�5er; ° � h.r:-, ;' ttVE La D r t) s s P ,t „ ih t '' d y ;, t, t; " s - `�• - '•f S ! j�nCC�� �,++yy�� N .}, L.1 C.h t/,'t t0 t)L C R i - 33 8 7 t :•d t !+` d t F i'. E �� Q ED 4, A RO •�S o a s d�: :� 7 W S S ZaNt 6 , ` i i': O `��, m` _ . 0 B.P.# ,i , wtNOSPEED' x` �2atn n" r r,`. '<,' *. DATE i P r i ,„ , . . .'" '` tTXP451fRE CATEGORY t3 3t # ,7 ',,., . , ' ' v jY.'j . u' d. MfN �/ WEATHERING' rX '; i ,v $eVIII .d' t, BY [, r° , FEE• 4y, ,=,,. �G:': w', ;,',, r r: T , . , Y„',`FROST LINE DEPTH ", "- w, ';_ ,1•; ,p•:h,,.• _ d .. NOTI Y UILDING C�-_: AR�1 MINT F, ;, q.• : 1'i 'TERMITE -•a' ::s� ai -Mtliferate f0 h+13' .;i . ,. Y' d �' a p "S' t f" 7 4', 1 b •, FE 1J f� T � � 0 8AM TO 4 . FOR P - - � � A CY� �s5-18 2 � r 0R t)ECAY ;`r` !'Jtt tllltltntfd-rI1t3 " .,, ;w raj 1.,- FOLLOWING INSPECTivN ,. ,`, fi :WINti:R t�ESi(iv tyRY t3!%i t3�tMfi, ; 1Dkreesl ., „ All rtriteria is:dasigneQ iri aCcordartCe,*1th the,13u+ttl,no Cade'{,y,, �C, F` ,' . ; a�. S.UNLAWFUL t 1. FOUNDATION - TWO REQUIRED '� r I of New York State 6 the'Amei•it'fi6r' yeti-R'Paper:"A°3socialio`rs " �, u FOR POURED CONCReTE c� ��' d : . ,- 14,,;AF8PA)".;Woad Frame Construction'tliandai Yor,,One 9 TWo°:,,i�, 4 c,, O r � �T °BUT CERTIFICAT �' ' ,. 2. ROUGH - FRAMING & PLUMBING t11 , '" �° •:;`<V ,;Farriity pwettiTtsjs(VUCEM- 5�ltigtiWndb�d tian' ; r Q , >' I i'' . '"\ , - l , I - rr't:' r-'' t'•.,'e` R`A4 C9. \`r'1 - '�',!, NS LATION ;� `� =)' I 3. I U , / , 'v ..�.' ,,'"_t''..xi .1" %,,"�.. 'ti t . CF OCCUPANCY NSTRUCTION MUST . . 4. FINAL CO ti ERAL'NOYEt3 s EN + " k' rt, '„,4 ,', � t O 7., 'f �' Y." 6 L., ,.^;4 as OR C.O. T OMPLETE F \-� ;�' ..,>:.�` 'j•r'"a:.;» � ;5, Z O .6 v. :r� xY`• . , . , N SHALL MEET THE , :'. 1. 'TALI cotigtivt�,t"iori�to cortbrni tottie 70hDRes�d®ntfa t"+bw�'o1'!�1`Y' .�;;��i ALL CONSTRUCTIO i PL 6ER CERT/ ;2. 'Contractor td Sri aii dimerlslons in ttie freki. The'fi5ntractor is to tttilify: ' ' ° 'x'` Q�, F '"�T - REQUIREMENTS OF THE CODES OF NEW lY ` �` „ ." ;,W ('� - i n nAict or di ancies-on the DfvMn s'Ond' „ J--' �. ;.the Architect of a y Co tits" g aa'; , ON L (�CONTENT BE YORK STATE. NOT RESPONSIBLE FOR ` - i l et in a workmanlike ihartner, _::,3rti, „' ,4 CONSTRUCTION ERRORS. Spectficat ons."A t wbrk to`be compl Ted :;,'r ';' CER ICATE DE.�IGN OR € •', . . t�F OCCI�nAMCY r �f' r t it 1 m aCtllret'S t�T�!'(1t"FIbIIS: , r�., 1 `�AII' ducts to't�tnsta ed b&,oxd to attUf - }��}..r ., pro ":': ,, . ' 1 Yc 3: 1:XISTtNG CONaiTiON5: 'to be removed•�Inctudei!(:rUt rrn limited a�:':" a, �� _. ,' '+A` R USED IN WAFER )' 'J' . T ' _ front stoop;siding,wlndows,•Entry door,'sidefights and barns;and any Item ," ;`, ,, ' , t • �.M"r"�I f .f P" al. a r1 - �m f m y► /y��/y�}�� L��.�., w ,p�,�.�J '(rt4,•." ,n,'f' "` f.?'k{t k' ''r' '" - .�Y`¢Y . pt y,3 /`�+�. I ! `.as shown on DrasM ,ar as"Ui1 t3Va' �, rt. -F s"` -.Y' '`ram''' „0,. C ?i L'� f;i €E-i 4 _4_ C O L E2 O F r, ',,' i Lr-. � - f- P ^R' Removal trvm site to be In ac otdattice wtth talc rules and regutattons of ». i, NE YU. t�. S�1:-1 t � � TCJ'� N CODES ' , , �' .�F' " agencies"rand tnuttiicipalries having jurisdiction,°,`` E`- • AS R UirEi �'i #' , Q nF i,r '' d T,: - .' '., y. .. , t - i} 5, 'r { p" , .-,' i- -r1>. -d i h, r i' ea V •. CONCR TE___.-¢`_ [, - - .- �.. Co�cREfi1=siENGrN: 300o pal 28 daps:`t✓oncxete gwtll tioE be` - - .ri rnr > �r,,r,;: p ;^--r. y laced rvh�►ct e'ir temrr�rature is'beiow AO C! reeg F.: or wh'�n obncret®' r - " .....•-..:.Lr"- 'o „�i!it.,:>i1�LrE,,V� tilvt�lt�,2 -. �i , P' Y" ,<5,`, y', '}+ �" `;�, r r'; of ';; ' 1-. t i rem etature is ass than'S0 de reel F., ,', :,':', , =-•----•--- _,- . 't.> r'� i,� '"� p g b„�'fi'' .' a I r'�' i t 0 Wth'Mro�`5"'dzt minfoi'cir bar; ,'' ^� K . z' 5' :�; ...�� N.Y.& ;2. 'FOOTINGS: to hei r vn and s urbed so ng ,' 7 c ,. ;; x LL Y `' i r-:: ;: ':.; 6 be reds. f m inimuni'd th to bt3 3 ow g " ^" .S. FOUNDATION WALLS: 8"tfilck ry/�uired cot`ic te,`vvlth#5'rtibar�=48"o: -`;J `. . f ,,;. . -1'C . . .1 O : +t-',STUCCO:"`Exterior of exposed foundation walls to have t+ etEd on gtu'txo�irnsh;` � b.':t i< .,� ,i , , ' stuc o to consist of Portland cerrtentmarble dust send tWatitrOtaofitng: :< ,.} r PLUM {�G. , , y ) 5.` t�AMPROOFING: Ei teriorof fotindation'4416�td be dg."+woofed with ," ,;"`' < x,,; ALL PLUMBING WASTE - , . =' • �,. 1/8 thick asphat triasti gwa d ova the top of footMq , =„d '. _ _Y "` :>.: r _ED . . t c,i'rotil de down b an r IN ES N L '.'.u L <_ TE R ,.,. &wA P ERING �; `: . TiNG BEFORe COV . , 1 TES Y ` 0:. �. R U H �a iy q G 1�FIWISFI CARPEN� . Fµ` <. xn: fF . �" � � i. FRAMINGLUMBER:IDvu lei=irN r}�` J t` a`' '-i - 1t 9 0: i'&2,J140> fb t .o)n:E 1:Ox10a:f ,,; ep , i W000'EN 1 JOISTS: iLevei Tars Joist,`Mstallation�as Oer Mfg`"p+ez�ficxiititir`ts `�,;4`r°,J,.` Y,=,, a r" �� t:F Sheathing to be Waited 8 gibed to floor jois a floor joists tinder m " ` ts; Daubt parallel ; . _ - ' • ."it Qi ltllVf 7aS Qnd a ," .✓nl'a ✓ Ott <A' i f ..t - t _ ,. p round all opetlings.'„ _; ,. t. :� , Q " - ? ,,,. . .LAMiNATEDSTRUCTURAULUMB R~ , E PSL PBranam y finis Joisf 2:OE :r' xii i t any P tx ,; 4' L .' '.� j, LSL by An fi ower Beam,3100F6,f�'2.1x1N a' ; - 2.' PLYWOOD:' X' N <_`', ' "r . . - . ;x GD ,f T-APA,exterior glue.: y' :;` :W, . , - �!~ - .t om'., ,@:\ i �M1 •F-'F. n ! .3. WALL FLASHING 1 i ' ; ,n: '�` ;, A Um nlrm._ Via, i;.e- ;'i ;,a+"► " t i 4. INSULATION:, Fine rasa Ba ,� ;;, a.. . . � ye- rg tts with vapor barrier,treated sfde � ; ••+•• Interior Wails Sound Control Batts,unlaced b m : - - - ,� , ., .. r 'fox.'+"`, *'{` , � Yt%,.s "t' . 5• 8UlLDlNG PAPER:',3d#felt. ,; �' t „ . � 6. •ROOF SHINGLE t r, , i ; S: F berglass'Asphalt,cfimensio(I {apnroxj,Sdo lt>s. ,miiare °�'` s �_- i .3D yearwgrranty to match existing. ;�r: :: : . <pt F,, ' `j ,t y LO PITCHED ROOF N t �'�s�'t i 1 , I - 7.:` W 1 G: PDM'. ti t } �.. a..a.%r 1 8. WALL i E single piY rubber iroofin9T + , - S DING: ',1x6 cedar,Tangue'! Groove,l/3oint. ' s #, �,x; . " ., ' gr DECKING: 514"X�a"Philippine Mahogany,stk;stainless;steelhails t "T y. r w.` ;err , - .. . ;#Famin u N1. _ ,.,;t.,: -. < '.>;i,.,; ' V_ .,,, . g 1 mbar to'A:C/Q.`treated., ;,,'., "i<, i': ', .. y'ar~• d` t ,x''• .I.,,n.:rr, .�.,< >i r >:{3 ark <;yb, R `; i - 1d,GUTTERS&LEADERS:,Baked White Aluminum'S"xs`iY1"gutters d r ',� 7 x - ,' , I .2"x3"leaders; connect Ieaders to new d $ W c6 'i L ated p,t4 w s*�"`.r•. -* {'� ':,.., ;1 rywrs s, tth t3" boned. . .. . . W00b FLOORS:Select Red ,' ; . , Oak strip,25i32"X 2-1/4" ,',. �J iz ," Y . ' • ., { 12.iNTERIOR WOOD TRIM: Feidrnan 8308R11 E, 11/16"k' s,.it"2" � ' ° 13.GYPSUM'BOARD: 1/YGWB,moisture resistant at Baths; 't `, <:` ;'` .r r; . - 14.-METAL CONNECTORS: Simpson Strnrtg-Tie gat�r Pti x ' `i' ,, d a zed; r ,, . ' . 'locations,.type-,rid nailing as shoMm'bn arawi s.~' " = k -. ." :`,,` i y" '„', 1 4 i" . . hit~ °wiNDOWS a recces !: i; k._ —� ,I t yWINDOWS:''Andei`sen Odd aeries,itSw-E lnstiiatin Teiraf n = .' o ,� ''--.:,: . . i g Maass, o e with,.creensn ':'. /. ;; �Prefinished interior.Wtlite, ` � " _ , ,.t _ 2.' EXTERI RENT :I: O RY D t OOR Si S DELI C ' GHTS• to _. be'seletted' vrier.1, w - ;: bar ; ` : ' 4' ,[/,ray, JR'• ,Try.. r... :< O . .»,,,. 3.-Y BASEMENT DOORS:' as - x ;' sr t ,+ ` ��. , tmite;lnsuleted,half tight,"tO be selected b Owner.'' �.`. _ � ", s u TER OR DOORS:' frPsnel Pine. _-� : _,• ,� -: �;.r _� .r..':' ''' v N a , . .„ / - e s .1„. - :i,, '4 R. _ ? „'.t; i' a'i wF '"` - `o:. ,Ti r tl`N SHES r ': , f:: ,: ' . 1, � ';'. r-,W' _.`' g.,: 140 ;,l'= t: . .. , , G ANb TRIM:`Solid stain with'ruttier coat,'Glyrtlpk;=ore ual: > _° x.;, ;' 2.` INTERIOR g °, . . . ' _ ) DRYWALL: 1 grime coat,-2 finish coats latex pat"paint; F: .• ` �,; • �,,. x '; „ - =`� .eggshell finish'it Bath;'.,Benjamin Moore or ,;,1:;,. ` ; :0 '+�' ' a y ''`,. equal, a :," .. " F .a ';tz ;, �' ''i'' c' ";.0 J . 3. `>)NTERIOR DOORS 8,TRIM: 1 me '� finish cast , . • . I pn seml-gioss paint, a t;_;,',:� `. `;.ya ° " , , i . ] „ d ' S'..a . °°° r WOOD FLOORING:'sand, 't costt seater,2 coats oil based potyuretfiane r ''satin finish. ,`, F t, am �, \ ,,. , `. `J 4, 3 t it I "i- 3 >h" Y y �. r,CSRAMiC L.L . ,II ,r I ♦, "i; .' rt.rL' l3ATti&LAUNtSRY.;ceramic tits floors. , Y t:' ` _ t ;,;",: �-`' -toy` � i; �` V b'2,` "fiNSTALtATiON::thinset;'''rshowerrtv&Ns"t0 be se 't ��e' t t t1Vt: t�dtent boaro' t #, _ ✓' �, 4 Shower base to be mud dyer single=f5ly ttabber-pan: .4' .� ;;zn .. ,.. , .. ,,, .; , 4, f... . � ..: 1 - r "i , . ; 4*„ f 1 ,1. Y,` r - J/,yr'J// 'F } d I. .ELECTRIC SER C :�"' Y ,. ; : 1/t E: iGan neCt to ei8sfi servic;e.y '?` :' 14£: 2.: LIGHTING FIXTURES: its selec#ed owner. p;, f ,; "'"� ii i 3. TELEPHONE 8 CABLEVJStON: at* ons; '~ rIj • « r z ]f� j tocat'r a5$.toWn on Drawings < ' I.; v-+ 4 �. ( 7l - ., ' t 'k� y 1, :'r", q, n�,,�r:ri,,t.; ,t ,,,,1�'.F'., 'x , 'tti , . , �il , ' �".' 1. P 1i::�� .' LUMBiNG F1XTUR , ES: to'tse atslected t�jr Owner;"piov`�de shut off vatves' ' :.,' _ r. Ori all water lines at aff fixtuts= shower laui�ts to be 7'-G"'abtr�re fl ?' `'f "` :, ' ,t . .,.1C?t�C „1C "1 - ,1 2. 'SANITARY oor.; as �, .. . SYSTEM:'tannect to existing sanitary syL��:m.- i` F;`i' �„, ; r � _ i,� . ,6 . - 3.- WATER SUPPLY:t connect to 6xisti SCWA Wa w`'. :i , ;; } �7a� ter supply tine: .`:>�; - - •�'� ems-'�,.,+ , - .I ! !„ ':L 4 9' -,0 , ;� ? :4'- T' /}� h �..� ,', 3 �-%-O '" a '�Q ' ' Lam", / >l �' r l , . .. r V s , :� vt--� - , - >. 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S V� z f ,rViE14*V'D rlE BALCONY OPEN TO BELOW — un uu nn Q nn nu lin /�W un nu nn un nu uu V1 un nu un un nn nn O un nu nn un un nu IIII IIII IIII IIII IIII IIII w PROPOSED ALTERATIONS gill gill gill 0 IIII I111 I111 IIII IIII IIII IIII IIII IIII IIII IIII I111 IIII IIII I111 IIII IIII IIII IIII IIII IIII IIII IIII IIII fill fill gill BEDROOM IIII IIII IIII gill RAILING gill sill un nu nu IIII IIII IIII r �IIII r ,I111 IIII r CH Im uu Isis IIII I111 IIII I;;;; LOFT IIII IIII IIII II1111 I III11 I1111 I SMOKE CHAMBER gill gill gill nlI IIII uu (� CHIMNEY IIII I111 IIII O J I I11 I111 IIII ® F� nn nu gisi a nn Iw nn ul fill RAILING ;;; BODK SHELVES ;;;; ,,,, «_ I ------ -------- --- --- ------- -- --- ----------- -- ATTIC 1 1 U I ' 1D - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 ; c) r O WALK-IN r — — r — — BATHROOMI I ; CLOSET I I I I I I ' I , I I I I ATTIC — J I I I I IL — — J L — — J `----------' O CA v rn cp .c O EXISTING 2ND FLOOR PLAN Po ° SCALE: 1/4" = V-0" o >: w 12 vi 6z go In Uco rn 01, �- in v y N cd co ow _ W O ♦ N F ♦ ♦ 1 1 ♦� ♦♦ 1 1 1 1 ♦ l ,^O ♦ 1 1 ♦♦♦ 1 I 1 } 1 1 O ' 1 LA�- - - - - - - - Ao ' " '1 DRAWN: b$ SCALE: . JOB#: 9/19/2024 SHEET NUMBER: EXISTING CROSS SECTION SCALE: 1/4" = V-0" A- 1 CIO BALCONY W OPEN TO BELOW nn 1,11 uu nn nn lilt tlll nn ,I1, wl un ul, O lilt IIII un un N11 nn ^ 1,11 nfi m' F+i 1111 1111 1111 O 1111 1111 1111 MASON TO EVALUATE THE SMOKE CHAMBER CHIMNEY I111 Ifll fill lilt uN nfi CUT DOWN SLOPED CHIMNEY TO UNDER FLOOR(TBD) fill fill fill nn FRAME OUT OPENING AND SUBFLOOR OVER. nN ull lilt nn u,l 11,1 nfi nfi Im ull nn Ilft CW23 CW23 ""Hit fill 111 BEDROOM - - - - - - - - -�- - - - - - -'�'- - - - - - EX.EGRESS EX.EGRES - — - - lilt fill nil fill RAILING "" fill lilt nn I111 EX. 2 7-1/4 LVL HDR EX. 2 7-1/4 LVL R fill fill fill O O r Inn r ,1111 tlltr � CH Hit nn lilt I lini I liui iml I CIO Hit uu nn Illf ,tlt un FRAME WALL TO PAD EX. X6 RRs DOWN 1 I 1,,,, I 1,,,, LOFT IIIt1 I CLOSE SPACE OFF fill fill flit FOR INSULATION AS REQ. ----} I� 1 1 t l l l 1 1 11'I I F— W Q o IIII 1111 Illf �J INS fin tilt O S L Jnn C- -fun n„L_ J I / I IIxe LL uu11nn11 1un1nn11 1nn11nu1 ® aW z a W Hit U Q DEN / STUDIO BOOK SHELVES ;;;; Hit � EXISTING ATTIC DOOR TO BE ..,.______ ________ ___ ___ U °L x P: REMOVED.OPENING TO BE ' = t„ ENLARGED TO 4'-0"+/-X 6'-9" O — — = 1 1 M r 1 ' DBL RR ' 1 WALK-IN ; r — Fir == � r — — BATHROOMS I CLOSET 1 J 1 I ' I I 1 1 I 1 EQ�11 Ito EQ I I ATTIC L _ J I i I I I I 1 I I I L - - J L - - J L - - J O INSULATE WALL APPLY 1/2"SHTG RE-FRAME KNEEWALL ON ATTIC SIDE 1/2"DRYWALL cJ' ADD PLATE UNDER RAFTERS INSTALL NEW SKYLIGHT ON NEW CONDITIONED 'J' ai WITH WALL STUDS TO BE TO MATCH EXISTING SPACE,SPLACKLE,AND PAINT X u LINED UPAT EACH RAEEN PROPOSED 2ND FLOOR PLAN O m TO ADD BLOCKING BETWEEN ATTIC � � � � EXISTING FLOOR JOISTS UNDER SCALE: 1�411 = I-011 1 v4 3 REPAIR SUBFLOOR AS REQUIRED 11/4 1 U4 11/2 +(,_, rz En (CREATE 2'w ACCESS DOOR) �j }I wit UV w SINK fits ,Cy � � °° o ,it Generated by REScheck-Web Software 2 11/4 C0 Af 4Compliance Certificate " ro N O v = L,. 0 Project LEWIS SLOPE TO DRAIN OT awl. t 4 Energy Code: 2018 IECC Location: Southold,New York Construction Type: Single-family Project Type: Alteration 4 - Climate Zone: 4 (5572 HDD) TOAPrtwEO �1 Permit Date: U 4•cl. SEPTIC SYSTEM Permit Number: _--— iwtP uoust F� All Electric false Is Renewable false - PLUMBING SCHEMATIC En Has Charger false En Hes Battery: false _ �I Has Heat Pump: false SCALE: NOT TO SCALE TRIM EXISTING RIDGE Enq N EDGE AS NECESSARY Construction Site: Owner/Agent: Designer/Contractor: INSTALL(4)3.5"SDS FASTENERS AT EACH SIDE(TYPICAL) 330 MAPLE LANE MATTITUCK EXISTING COLLAR TIES TO BE REMOVED INSTALL DEL 2X6 JOISTS(RAFTER INBETWEEN Q { FORINSULATIONTOGETHER. GE'TH F.A-VERIFY RAFTERS LINE UP :Mtt:,�C:�tt- - ."ri- .JJ'._�y;:.'_a.sx'.;�1�.A_9 +...laa t4:iw.•... ..+:-.i.'.�i.ic:-lA.rt:As,:+ta,.a_, DOO PA OG ER.ADJUST AS REQUIRED).AT 16.00 V -._-.. ...,__.._.... ___-_ ,..__..__._w..._.... _..._........__.._...._-_--.._-__M._.....__ __.___....,..--W._._.._.__._...a..._..._..,__._____._....__......_._.. - 1-3 (T-7-AFF TO BOTTOM OF JOISTS) Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade EGRESS - assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. WINDOW _ 4'WIDE OPENING F, RE-FRAMERKNEEWALLRAFTERS I INSULATE AND SHEETROCK SPACE _ ADD PLATE UNDER RAFTERS IN NEW CONDITIONED SPADE Envelope Assemblies WITH WALL STUDS TO BE (AFTER ELECTRICAL AND HVAC LINED UP AT EACH RAFTER IS INSTALLED) t ., ^`;�-aFr7:' �1 ,a.3 _•� .',6I�•`�„�.,, � S i � /w FLAT CEILING:Flat Ceiling or Scissor Truss 116 49.0 0.0 0.026 0.026 3 3 �� -- -- FINISHED FLOOR SLOPED CEILING:Cathedral Ceiling 246 49.0 0.0 0.022 0.026 5 6 TO MATCH EXISTING Skylight:Wood Frame I 29 0.300 0.550 9 16 I' SHGC:0.40 Wall:Wood Frame,16"o.c. 400 20.0 0.0 0.059 0.060 22 22 I INSTALL BLOCKING , , BETWEEN EX.JOISTS w�J"`` a DRAWN: CASEMENT/AWNING:Wood Frame I REPLACE SUBFLOOR ''4`%t��„ SCALE: SHGC:0.34 33 0.270 0.320 9 11 (CONDITIONED SPACE BELOW) AS NEEDED r r" Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other I °" ��'- =f ."� JAB#: calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. ; •'-��y,772 ° 9/19/2024 1C"+ ft Name-Title Signature Date ¢t f SHEET NUMBER: PROPOSED CROSS O PROP CRSECTION.Project Title:LEWIS Report date: 09/05/24 SCALE: 1/411 = V-011 A-2 Z GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: w 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL r 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES l When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) F--I CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Sd nails in the strap. RAFTER TO 8'WALL:3.8d COMMON EACH BUILDING HEIGHT TOE-NAIL TOP PLATE 10'WALL:48d COMMO RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA(UNIFORM CODE F--"I intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:38 d COMMON EACH TOE-NAIL ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE F-�l for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:48d COMMO JOIST AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES g Y P g g P P FRAMING ELEMENTS State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH L/I80 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 O FINISHED CEILING) O OVER PARTITION WFCM-SBC LAP NAIL EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (N 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS HA80 COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR LIGHT FRAME STEEL WALLS 5 FLOORS L/360 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ( )BC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360 O These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-S FIRE ESCAPES ao �,�/ should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TO END NAIL CONCRETE WALLS(6"SIP WALLS to THICK) 85 CEILINGS(GYPSUM) L/240 accordance with table 3.3. TO RAFTER w 2-8d COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 ^ . P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO) W360 F+i 3 .Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) HA20 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) U600 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING P P g P q TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, 2-15d COMMO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE INTERSECTIONS 4-15d COMMO EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE W or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-15d COMMO O.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and Sym.: P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS (9 CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL >"I in table 3.15a-b. TOP OR BOTTOM 2-15d COMMON PER 20 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-15d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 W Z 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-15d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. FOOT SEE NOTE:1.2 ►-� a+ 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT U FLOOR FRAMING: FLOOD ,-•, Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL H interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES SPACING w 2.4.4.2 and 2.2.4 respectively. QTY. 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE P J g JOIST TO: PER TOE TO HEAVY MODERATE 3).Provide 1/2"expansion joint material between concrete slabs and abutting concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 Sd COMMO masonry g SILL TOP JOIST ACH NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2.8d COMMO END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#5 re-bar.18"long at 12"D.C..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 3000P.O..Concrete to be 2.8d COMMO 4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1.3 g P• TO END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMO EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ( ) 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 6).Crawl spaces to at provided with a minimum.of area. attached opening.Install one attached with the above requirements. TO BEAM 3-16d COMMO JOIST NAIL Sx16 cast iron foundation vent for eve ISO s ft.of area. JOIST ON LEDGER PER TOE q DECK AND COVERED PORCH NOTES: 3.8dCOMMO NOTES o 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL cV v THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. rn � O N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END t� �' 0J v the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOIST NAIL ON n ' 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. cn 8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO Ccm O �O +� Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE:1 FRAMING NOTES g 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. O into concrete with a minimum 1/2"dia x 7"Ion anchor bolt with washers and nuts. P g g g X O it For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. L't it (D rn 1).All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL F4 3).Posts supporting girders shall be anchored to a 12"xl2"x12"thick concrete footing. JOINT DESCRIPTION Tf v Edition Wood FramingConstruction Manual. QTY. SPACING 3 .Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For O M Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. ) P g g g O 00 .. \ below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. lv, 9 t4 ec: 2.Unless otherwise noted,all framing and structural wood material to be#2+BTR. g P g STRUCTURAL PANEL 8d �' tz ) g WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: .� ,� <r tz Douglas Fir. 4).Deck joists to have blocking8'0 eet � at D.C.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES ^ O 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL C 1 M otherwise. JOINT DESCRIPTION Cn �p � � Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) �M .� 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. ,O where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD 0p00 G O 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD l0"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 O W 6).Concrete piers shall be a minimum 6"above grade. X. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SH EATH INC: F" openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)_All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and GO and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM-SBC ) For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall {:y anchors where applicable to all connecting joists. PLUMBING NOTES be used. [� 7/16"OSB 3"O.C.EDGE QI 6d COMMO l--I 6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . I).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to stud framing members with V Floors to have ceramic tile installed shall be verified for proper load capacity unless note Construction Code. GYPSUM Sd COOLERS 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O on plans. WALLBOARD 10"O.C..FIELD 3 .For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlam5(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) P g g P � other access openings unless otherwise noted(typical). QI 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL �k JOINT DESCRIPTION 8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETRocK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS, state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. N where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR 1"OR LESS 8d COMMO 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR) H 9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES MIN.44"SILL-AFF 94 under all bearing walls. 1).Mechanical subcontractor is responsible for adhearin to all applicable codes and safe NYS Residential Code R302.11-FIREBLOCKING REQUIRED p g pp safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories•and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. (� 1).In concealed spaces of stud walls and partitions,Includingfurred s•foed space the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall alsosobebe firereblocked at intervals not exceeding 10 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based cn wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as firebkxking in walls constructed �4 using parallel rows of studs or staggered studs. CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing using Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL drop ceilings and cove ceilings. try ELECTRICAL NOTES: members shar all capacities, orememate structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. z adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alterhate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates,Shall be Used t0 maintain load path 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain shall comply with current N.Y.S.Residmtial Code. . 1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8"thick x sheetrock.All other arts of building 2).All electrical work shall be approved b a qualified Underwriter. 2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. g tyap P g ) pP y q members,the tabulated number of rails shall be permitted 3).DO NOT BACKFILL UNT1LL FIRST FLOOR DECK CONSTRUCTION. 5).For the fireblockin of chimneys and fireplaces,as required by current N.Y.S.Residential Code.to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per f00% INCLUDING suerLook IS COMPLETE. g l 3).All electrical work to comply with 2014 NEC. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. „4rr .jr DRAWN: 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CA ( g.. SCALE: AND BASES.USE WITH FLASHING CAPS TO a" ' JOB 1COVERTOP � #: 9/19/2024 'fit• �-�? � SHEET NUMBER: