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Home My WebLink About40754-Z 7r"`z' Town of Southold 2/5/2018 � . P.O.Box 1179 "1., 53095 Main Rd a ypi,� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39492 Date: 2/5/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 325 Wells Rd, Peconic SCTM#: 473889 Sec/Block/Lot: 75.-6-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/20/2016 pursuant to which Building Permit No. 40754 dated 6/7/2016 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: ONE FAMILY DWELLING INCLUDING COVERED FRONT PORCH, UNFINISHED BASEMENT AND ACCESSORY GARAGE ATTACHED WITH A BREEZEWAY, AS APPLIED FOR The certificate is issued to Manno, Joseph&Catherine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0069 02-01-2018 ELECTRICAL CERTIFICATE NO. 40754 11-21-2017 PLUMBERS CERTIFICATION DATED 11-16-2017 ThoRs Maffe ne kj�' \�' ��-- 00 tho ' Signature TOWN OF SOUTHOLD �y�tFFotx�-? BUILDING DEPARTMENT - TOWN CLERK'S OFFICE '� • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40754 Date: 6/7/2016 Permission is hereby granted to: Scott III, John 760 Old Orchard Ln East Marion, NY 11939 To: construct a new single family dwelling as applied for per ZBA, Trustees, DEC, and SCHD approvals. At premises located at: 325 Wells Rd SCTM # 473889 Sec/Block/Lot# 75.-6-3.2 Pursuant to application dated 5/20/2016 and approved by the Building Inspector. To expire on 12/7/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,662.00 CO -NEW DWELLING $50.00 0 Tot $2,712.00 Building IAector Form No 6 'ro\N,N OF SOUTHOLD BUILDING DEPARTMENT TOWN 14ALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Departinent 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 I% 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- $100.00 3. Copy 6f Certificafe of Occupancy-$Z� 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 I Date. (0 _ L New Construction: V Old or Pre-existing Building: (check one) Location of Property: _ � �,�) D ( S � Qcon House No. Street Hamlet Owner or Owners of Property: 1�,(cS 0i��— Suffolk County Tax Map No 1000, Section Block. Lot 3 . �- Subdivision Filed Map. Lot: Permit No. qu eo- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Cj 0 Applicant Signature pF SOUlyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o roger.richertCa)_town.southold.ny.us Cou ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Manno (Scott III) Address: 325 Wells Road city Peconic st: New York zip: 11958 Building Permit#: 40754 Section: 75 Block: 6 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 68 Ceiling Fixtures 41 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures 12 Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt 2 Recessed Fixtures 34 CO Detectors 2 Sub Panel 1 A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixtureTime Clocks Disconnect Switches 61 Twist Lock Exit Fixtures TVSS Other Equipment: 3- Bath Fans, 1- Range Hood, 2- Paddle Fans, 30A Generator Receptacle, 1- Special 50A Receptacle (welder), 9- GFCI Circuit Breakers, 8- ARC Fault Circuit Notes: Breakers, 3- Combination ARC & GFCI Circuit Breakers. Inspector Signature: Date: November 21, 2017 0-Cert Electrical Compliance Form.xls FROM SOUTHOLD TOWN PLANNING BOARD FAX NO. : 631 765 3136 May. 18 2001 02• .; Town Hall, 53095 Maln Road x Fax (516) 765-1623 P. O. BOX 1179 v Telephone (516) 765 !cC Southold, Now York 11971 01 OFFICE �a OFFICE OF THE BUILDING INSPECTOR D TOWN OF SOUTHOLD NOV 16 2017 C E R T I F I C A T ION 'OWN OF SOU MOLD DATE: 1 1( R I Building Permit No. ' O -7 .5 Owner: �v-1!fia �N/V O (please print) Plumber: (please print) I certify that the solder used in the water supply systezi; contains less than 2/10 of 1.% lead. (P umbers nature) Swornto before me( this A� day of Notary Public, county County 41. BARBARA H. TANDY Notary Public, State Of New York No 01TA6086001 Qualified In Saf(olk County )9 Commission Expires 01/13/20 L 5qr4f SO(/l�, co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [FOUNDATION IST [ ] 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: f . 42 DATE �l OG lCff INSPECTOR FSO coulm 1,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION IST [ ] ROUGH PLUMBING [ FOUNDATION 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: �I� *,2 DATEtO-;Pl,/ ry INSPECTOR2!:!� 0 ./I r4f SO(/jy�{o N c �OUNi'1, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ( ] 7NDATION 2N [ ] INSULATION ( FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE dg �G /(o INSPECTOR �G 40,54 Of SO(/T,�o{o CA TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR / OF SOUI�o{o V • io v TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE B 1< < INSPECTORS-` qoqg rjf SO(/jyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATIO [ ] ELECTRICAL ROUGH) [ ] ELECTRICAL (FINAL REMARKS: � N� I '8Aria Iwo 6 -�' 4: Ix,,io h"02 ox/ VIPA A& DATE rb INSPECTOR 39 O 501 0E SOUI �O • �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATIO�N [ ] FRAMING / STRAPPING [ FINAL NU [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS- fttAwt odi--- CW-z-hwf-t�-* sY V ?(ows V moi,( AW160% . DATE INSPECTOR U i 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [V FINAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: KA4 rV 'h YHoor-vd le DATE 11 'r INSPECTOR laF SO(/lyolo H �O y,/ outol,��' s TOWN OF SOUTHOLD BUILDING DEPT. b� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ( ] ELECTRICAL (ROUGH) [ ' ELECTRICAL (FINAL) REMARKS: DATE //1 1 1 INSPECTOR ♦ Irving 9K. Kusnitz, TE - Consulting Engineer August 15,2016 Town Hall Dept. of Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 RE: Marano Residence—325 Wells Road—Peconic,NY Tax ID # 1000-75-06-3.2 V Permit#40754&-44F-75- AUG 1 7 2016 BUILDING DEPT. To Whom it May Concern: TOWN OF SOUTHOLD This is to certify that the stud to stud strapping for uplift load path transfer has been installed in accordance with the Approved Plans and,meets with my approval,and is in compliance with the requirements of the Residential Building Code of the State of New York. Sincerely, t /J FES OMAt F Irving M. usnit Consulting gmeer Na 369" �► 239 LOS Street • Oceanside,NY11572 • Tel-516 766-8705 Mo6ife Te!516 660-1684 • e-mail irtdngmkCverizon.net ♦ Irving 911. Kusnitz, TE - Consulting Engineer August 15,2016 Rev. August 30, 2016 Town Hall Dept. of Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 RE: Manno Residence—325 Wells Road—Peconic,NY Tax ID # 1000-75-06-3.2 Permit#40754&40755 R'b-Vt'?- pool To Whom it May Concern: This is to certify that all strapping for uplift load path transfer has been installed in accordance with the Approved Plans and,meets with my approval,and is in compliance with the requirements of the Residential Building Code of the State of New York. Sincerely, QRpFESS10N,q�� G M K `r^✓G�yF M Irving M. Ku nit PE Consulting En eer `S D u SEP - 22016 36POr� ,��' BUILDING Dwr. TOWN�bE OF 3fK� SOUTBOLD 239 Gadd Street • Oceanside,NT 11572 • Tel 516 766-8705 9fo6ide Tel 516 660-1684 • e-maid• irvingmk@verizon.net I �o 1 - i ww Rol, STATE ENE-ROY cbm 501 ml%AD7h�4i1X.%V 410= Wf-mo WE"Wavlo I� wJ ..... L . w iA INK v IIIQI �I� " %. I. Y 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 y Survey SoutholdTown.NorthFork.net PERMIT NO. Check —Septic Form N.Y.S.D.E.C. Trustees C.O.Application i Flood Permit Examined , 20 - Single& Separate Storm-Water Assessment Form ontact: Approved ,20 ( L_ �___ ___. _ __ Mail to: ALhu IL-f-, Disapproved a/c ( a,^n�{tvb , I / p Phone: (1J� I Vl Expiration ,20 Build Insp ctor ` t JAN 2 2 2016 APPLICATION FOR BUILDING PERMIT Date Lint la � , 20_f� INSTRUCTIONS 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 not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections Signature of applicant or name, if a corporation) (Mailing address of applicant) ( 'q- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder U)UA Name of owner of premises 1 a- P(-I 0 r) (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be ne-. Ci�G :C.c}r t e f ( Cis q House Number Street Hamlet County Tax Map No. 1000 Section Block Lot OCP 3 . 2 Subdiv ision% Filed Map No. Lot k � 2. State existing use and occupancy of premises and intended use and occupancy of proposed cyngruction: a. Existing use and occupancy - - kj0-r ctjj 4--- Loi- b. Intended use and occupancy 3. Nature of work(check which applicable): New Building L-""' Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 7)(^) , c ) C7 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth _ Height Number of Stories Dimem A� ture with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ar"n to Rear O� t I Depth . 30 10. Date of Purchase LX- f9- 201 Name of Former Owner ScA, C170 C-44- 11. Zone or use district in which premises are situated �P ,� d Piq�k o-V 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES—�,ZNO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises-�eA XA. N(+K 619eddress Q,( .f%2V CFx 5 9 Phone No. Name of Architect Address Phone No Name of Contractor Address P.D,fh7:,,L 4 ass SP Phone No. (031 .7 t�• lc 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 Iv AYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—\Z * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY(I r's 4- 1)1-P C)L J,,ti v*"--C,*)OF f being duly sworn, deposes and says that(s)he is the applicant (Name of' ividual signing contract) above named, (S)He is the 0%)C o. (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thLL CONNIE D.BUNCH 22r\4-day of 201 otary public,State of New York No.01BU6185050 - � A Quallfted in Suffolk Cou „tsslon Expires Notary Public ,rSign ture of Applicant 1 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 6 Survey SoutholdTown.NorthFork.net PERMIT NO. Check -Septic Form N.Y.S.D.E.C. Trustees C O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form 7F-7 r� ' - Contact: 1,., Approved 120 ( _ _ _._ Mail to: At �P 11 Ite(0 Disapproved a/c CLnVA / p Phone: (03 I (0 5to Expiration L ,20_( 7— Build Insp)ctor JAN 2 2 2016 APPLICATION FOR BUILDING PERMIT r1 apt " o� Date 201 INSTRUCTIONS 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 not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections/ Signature of applicant or name,if a corporation) a 05 sacs- h(� I& 0�1: (Mailing address of applicant) ( 1g7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Li)(UA Name of owner of premises d' -Q C I i n 1 b (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will beAne: t o)S CCLCC' House Number Street Hamlet County Tax Map No. 1000 SectionBlock --lS7 Lot OCP 3 . 2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupanc� of proposed cKhgruction: r a. Existing use and occupancy V O.0 a h-�- Lo-i- b. o-1-b. Intended use and occupancy �j�l I S(�" JLL 3. Nature of work(check which applicable): New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost � r-) r-) , (7:) CDFee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 3 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories DDimep e th o p�� ture with alterations or additions: Front Rear p Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories ,-1 9. Size of lot: Front to Rear c Q Depth 3?�p 10. Date of Purchase LX-_ 9- 201 Name of Former Owner 11. Zone or use district in which premises are situated Ls'i d P v-)+( 0-V 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES_,,�`NO Will excess fill be removed from premises? YES NO - 14. Names of Owner of premises6l4-(134*4 nI'r k(t6 ddress Q,(). (;Dt 61K 5 A Phone No. 01 S- Name of Architect Address Phone No Name of Contractor g�2 L"ct r)ri c-, Address P b.(y!�,:C R cyS SN Phone No. (p31 7 Ls-,-• X70 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 1,�AY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO�� * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFSU 04*n r"P t1i-P P'L Jq'h V\- being duly sworn, deposes and says that(s)he is the applicant (Name of' ividual signing contract) above named, (S)He is the 0\Alca (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this CONNIE D.BUNCH W—day of l 20 40tary Public,State of New York 4 No.01 BU6185050 QuaWW In Suffolk Cou .,mission Expires Notary Public Sign ture of Applicant t John M. Bredemeyer III, President so Town Hall Annex Michael J. Domino,Vice-President ~ O 54375 Route 25 l l P.O. Box 1179 Glenn Goldsmith Southold, New York 11971 A.Nicholas Krupski COQ Telephone (631) 765-1892 Charles J. Sanders Ql�`,oUNT11' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES PLD) LS��O V L5 TOWN OF SOUTHOLD Permit No.: 8789A MAY2 0 2016 Date of Receipt of Application: January 22, 2016 BUILDING DEPT. Applicant: Joseph & Catherine Manno TOWN OFSOUTSOLD SCTM#: 1000-75-6-3.2 Project Location: 325 Wells Road, Peconic Date of Resolution/Issuance: May 18, 2016 Date of Expiration: May 18, 2018 Reviewed by: Board of Trustees Project Description: To conduct construction activity within 100' from the landward edge of wetlands for the construction of a single-family, two-story dwelling with porch on landward side; install a sanitary system landward of trustee jurisdiction; construct a 24'x26' detached garage with a breezeway leading from garage to dwelling; construct an in-ground swimming pool; install gutters to leaders to drywells on the dwelling and garage to contain roof runoff; and install a gravel driveway. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the survey prepared by Nathan Taft Corwin, III, Land Surveyor, last dated May 3, 2016, and stamped approved on May 18, 2016. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. John M. Bredemeyer III, President Board of Trustees pF SO!/ b 0�ngx Michael J. Domino, President � rjflown John M. Bredemeyer III,Vice-President ,`O l0 54375 Route 25 P.O. Box 1179 Charles J. Sanders Southold, New York 11971 Glenn Goldsmith G Q � O Telephone(631) 765-1892 A.Nicholas KrupskiOILY Fax(631) 765-6641 DUI�I I�5 a '0, /jam BOARD OF TOWN TRUSTEES N 0 V 1 3 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE TOWN OF SOC TROLiD # 1411 C Date: November 13, 2017 THIS CERTIFIES that construction activity within 100' from the landward edge of wetlands for the construction of a single-family, two-story dwelling with porch on landward side; install a sanitary system landward of trustee jurisdiction• construct a 24'x26' detached garage with a breezeway leading from garage to dwelling; construct an in-ground swimming pool; install gutters to leaders to drYwells on the dwelling and garage to contain roof runoff,• and install a gravel driveway; At 325 Wells Road, Peconic Suffolk County Tax Map #1000-75-6-3.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 22, 2016 pursuant to which Trustees Administrative Permit#8789A Dated May 18, 2016, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction activity within 100' from the landward edge of wetlands for the construction of a single-family, two-story dwelling with porch on landward side; install a sanitary system landward of trustee jurisdiction; construct a 24'x26' detached garage with a breezeway leading from garage to dwelling; construct an in-ground swimming pool; install gutters to leaders to drywells on the dwelling and garage to contain roof runoff and install a gravel driveway. The certificate is issued to JOSEPH & CATHERINE MANNO owner of the aforesaid property. Authorized Signature Am NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION sh`e Facility DEC ID 1-4738-04451 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: JOSEPH MANNO MANNO PROPERTY 1820 KENNEYS RD 325 WELLS RDISCTM 1000-75-6-3.2 SOUTHOLD, NY 11971 PECONIC, NY 11958 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Peconic Facility Principal Reference Point: NYTM-E: 714.265 NYTM-N: 4546.597 Latitude: 41'02'32.7" Longitude: 72°27'02.8" Project Location: 325 Wells Road - Watercourse - Richmond Creek Authorized Activity: Construct a new single-family dwelling with new sanitary system, garage,porch, breezeway,and pool. All authorized activities must be in strict conformance with the attached plans stamped "NYSDEC Approved" on February 29, 2016. (LFS) SAP# 1-09-014 Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04451/00001 New Permit Effective Date: 2/28/2016 Expiration Date: 2/27/2021 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook, N -11790 -34 Authorized Signature: /i>,i' r s. Date 1:�/ x Distribution List Habitat- TW LAURA F STAR Am twami NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04451 6. Failure to Meet Permit Conditions Failure of the permittee to meet all the conditions of this permit is a violation of this permit and grounds for an order to immediately cease the permitted activity at the project site. 7. All Structures Must Be At Least 100 Feet Landward Of The Wetland Boundary This permit authorizes the construction of new single family dwellings with accessory structures and septic systems located in the adjacent area at the prescribed minimum setback only. Structures located in tidal wetlands, or structures in the adjacent area but located less than 100 feet from the wetland boundary, are not authorized. 8. Development Restrictions New single family dwelling, accessory structure and septic system projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR Part 661.6(a) (1), (2), (3), (4), (5), (7), and Part 661.6(b): - The 75 foot minimum wetland setback requirement for all principal structures and all non-water- dependent structures exceeding 100 square feet in area. - The 100 foot minimum wetland setback requirement for all components of the septic system. -The requirement that all components of the septic system be installed at an elevation at least 2 feet above the seasonal high groundwater elevation for the site. -The 20% maximum adjacent area coverage limitation for impervious structures and surfaces. -The minimum lot area requirement for the construction of new principal buildings; 20,000 square feet in areas with public sewers and 40,000 square feet in areas without public sewers. -The 75 foot minimum wetland setback requirement for all hard surface driveways, roads, parking areas and similar impervious surfaces exceeding 500 square feet in area. 9. Sanitary Systems above Groundwater Sanitary system (bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 10. No Changes To Existing Septic Systems This permit does not authorize any alteration, expansion or replacement of existing septic systems 11. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 50 linear feet landward of the tidal wetland boundary. 12. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 50 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. Page 3 of 7 Am febmi NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04451 13. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to store/ recharge the runoff from a 2 inch/24 hours precipitation event. All drywells shall be located.a minimum of 75 feet landward of the tidal wetland boundary 14. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 100 linear feet landward of the tidal wetland boundary. 15. Direct Runoff Away from Tidal Wetland and Buffer Roads, driveways, and parking areas shall be graded to direct runoff away from tidal wetlands and protected buffer areas. 16. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 17. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 18. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 19. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 20. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 21. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 22. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 23. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 24. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. 25. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. Page 4 of 7 Aft fahme NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04451 26. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants; epoxy coatings; paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 27. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 28. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 29. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 5 of 7 Am awkwo NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04451 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the-scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 6 of 7 4 , Scott A. Russell �a - : ST�O�JE�1\�1 WATJEI SUPERVISOR ;;� _ =' ' = �ll I�vJ(A\�A\tGtJEI��I[lEN�C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET MAY 2 4 2016 ( T0 BE COMPLETED BY THE APPUCANT ) DOES THIS PROJECT INVOLVE AINY OF THE FOLLOWING: Yes No !CHECK ALL THAT APPLY, ❑❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground Surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material �,vithin any parcel or any contiguous area. ❑( C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. dO D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 14 1:1E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any Watercourse. } ❑ F. Installation of new or resurfaced impervious Surfaces of 1,000 Square feet or more, unless prior approval of a Storm«-ater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Forni to the Building Department with your Building Permit Application. ... .. .. ---—.,..,,._�� S.C.T.'�4. *: 1000 Date. APPLICA'9T. :Prooperty Orn n-eerr.Dft-ign Profen ionaL Agent.Contractor,Other! /T S.C.T.M. Dis00 _ vA-ME. trjct /t1C9 /"�'7� �7�0 3.z, Sec tion Block Lot G *4`FOR BUILDING MPAR.-i'ltjENT i _S' C 1LY Contac:Infoimaiiart yf C b J -5 K / (� — — — — — — — — — —F<-r.r w. — — — — — — Reviewed By: Date: Property :address/ Location of Construction Work: — — — — — — — — — — — — — — — — — ❑ approved for processing Building Permit Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.i FORM „ SMCP-TOS IMAY 2014 _ - - APPLICANT. S.C.T.M. *: 1000 V (Property Owner.Design Professional,Agent,Contractor,Other) — — b'0S%'FQ't CHAPTER 236 r-' ' off, 3.2 � Stormwater Management Control Plan CHECK LIST NnMt � : ,-/�<�� •4 1'�`� sec++on Block Lot IP11111r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. J n NIiLIs e Uate: j C7y�o �c The applicant must provide a Complete Explanation and/or Reason for not providing .1 Npl—N-1— all Information that has been Required by the following Checklistl 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries h. Total Site Acreage. IF-71r— AGE c. Existing - Natural & Man Made Features within 500 L.F. REQUIRED of the Site Boundary as required by §2:36-1702). 01erin9 at 765-1560 b eforp d -rest Hole Data Indicating Soil Characteristics&Depth to Ground Water. Provide Engirieers Certl e. Limits of Clearing & Area of Proposed Land Disturbance. drainage as been Install f Existing & Pi- Contours of the Site (Minimum 2 intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. ,I. Location of proposed Soil Stockpile Area(s) k Location oi•proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. EROSION &SERI 2. Stormwater Management Control Plan must Include Calculations showing Shall include b that the stormwater improvements are sired to capture,store,and Infiltrate A Well m r on-site the run-off from all impervious surfaces generated by a two(2")inch Wire 9 ce, rainfall/storm event Sestabillion 3. Details&Sectional Drawings for stormwater practices are required for approval. exPesed inactive soils. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. . infiltration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY"**** .I". Additional Information is Required. Reviewed & I Approved By: Stormwater Management Control Plan is Not Complete. — - - - - - - - - - - - - Stormwater Management Control Plan is Complete. Date: Z J(�, i SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 *pF SOUI�oI 0 Town Hall Annex 41 54375 Main Road D P.O.Box 1179 ro enrich own.sou o V.nv.Lus Southold,N`TY 11971-0959 ��ly� ��O JUN 15- 2016 BUILDING DEPARTMENT BUILDING DEPT.TOWN OF SOUTHOLTOWN OF SOUTHOLD D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Volty Date: Company Name: , ��,� s— •C c l Gc Name: - License No.: 3 yo C) I Address: /0 Phone No.: 7 fir_ JOBSITE INFORMATION: ( `indicates required information) *Name: _Ta 6_ tA AA)/V O *Address: 32S G. �7( S IZO (7&w&, ( *Cross Street: *Phone No.: Permit No.: Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Am So Ft &L-4c _rAy C Jo 0 -CtA (f1 Paw - (Please Circle All That Apply) 32 g- *Is job ready for inspection: VMC ! Rough In Final *Do you need a Temp Certificate: E / NO Temp Information de ) *Service Size: Pha 3Phase 100 150 300 350 400 Other *New Service: Re-connectndergrounNumber of Mete Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION TAMP_ i&kjpa lQit t/,-, eet S f o 0 82-Request for Inspection Form o4��UfFOCk�� Town Hall AnnexGym 4 Telephone(631-1802 54375 Main Road -c Fax(631) 734-9502 P. O. Box 1179 C=) Southold, NY 11971-0959 �. BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 Owner: t-( HA 0 Nr.� Location of Property: lnC ,r f�©A4-) pEtoNrG K� Please takotice that the (check applicable line): LIIII 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) Flo and roof framing (FR) Signature: Name (person submitting this form): �Q>ck Capacity(chec applicable line): Owner Owner representative TrussResReg15.docx Effective 111!2415 SCTM # TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST SUB LOT -Z Vv (c-, h S File /(o g9 ACR. � //f/ REM RK `7`T , v,,� TYPE OF BLD. Sohn G . �Cv t J PROP. s AI W LAND IMP TOTAL DATE FRONTAGE ON WATER Cw HOUSE/LOT `T t0 BULKHEAD TOTAL h 2 DRAINAGE INSPECTIONS ARE REQUIRED PLOT PLAN OF PROPOSED BUILDING COVERAGE LOT 2 OVER UPLAND AREA (80,010 sq. ff) Contact TOS Engineering at 765-1S60 before DESCRIPTION AREA X LOT COVERAGE !L Backfill,OR Provide Engineer's CertificatioffAP OF PROPERTY OF HOUSE 2,350 sq. ft. 2.9Y. that the drainage has been installed to Code. JOHN SCOTT FILE No. 11699 FILED APRIL 27, 2009 1A SITUATE PORCH 642 sq. ft. 0.8% 0 EROSION&SEDIMENT CONTROLS BREEZEWAY 66 sq. ft. 0.1% pECONIC o� � Shall include but not be limited to: N GARAGE 790 sq. ft. 1.0% �I°I�A� (D L A well maintained Construction Entranc TOWN OF SOUTHOLD POOL 300 sq. ft. 0.4x gF�`��`�a 5� N Wire Backed Silt Fencing, stabilization &�'UFFOLK COUNTY, NEW YORK )E o \�6 m S.C. TAX No. 1000-75-06-3.2 TOTAL PROPOSED 4,148 sq. ft. 5.2Y. 1 �, N Seeding of exposed and/or inactive sails, SCALE 1"=50' I o NOVEMBER 4, 2015 1 a,OD MAY 3, 2016 REVISED PROPOSED HOUSE 1II w Ln- 0 APPROVAL OF STORMWATER MANAGEMENT TOTAL AREA = 106,245 sq. ft. 00 CONTRO N -Town Code Chapter 236 2.439 ac. \ I j I � Date- L WETLAND AREA = 26,235 sq. ft. UPLAND AREA = 80,010 sq. ft. Appmv \ rL \ �qL�• \ \ \ )VOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM \ \ I 1,lI,1 l \ tS'0-1, EXISTING ELEVATIONS ARE SHOWN THUS:3.0 \ \ \ EXISTING CONTOUR LINES ARE SHOWN THUS: ——————5————— �O '♦ \ ♦ I I I \ \\�� PROPOSED CONTOUR LINES ARE SHOWN THUS: 10 Cl ' / \ I I 1 \\ \ 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. O FIt 1O / \ ♦ I I \ `1�I' \ \ Y✓^` 1 TANK; 8' dia. X 5' EFFECTIVE DEPTH (1,500 GALLONS) 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. �� -O9� \'O �G•It / 1 \ f/ to i 1 \\ 3 POOLS: 4' DEEP, 8' dia. PROPOSED SOX FUTURE EXPANSION POOL �'Ij_� // a0 O�. ® PROPOSED 8' DIA. X 4' DEEP LEACHING POOL \�„ 2�G��A e ; / �` 1 �1 , i 4• i \ \\ O� o®PROPOSED 1,500 GALLON SEPTIC TANK 'G \ t>• 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD all, \ Cps OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 5.FLOOD ZONE INFORMATION TAKEN FROM: ./ � � I 1 I I I I \ \ FLOOD INSURANCE RATE MAP No.3610300162 H 14 a\ I /) ( ZONE AE- 615E FLOW ELEVATIONS DETERMINED a� ZONE X': AREAS OF 0.2X ANNUAL CHANCE FLOOD.AREAS OF 1X ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 OOT OR WrFH DRAINAGE AREASS 055 FIANLOOD. �� I 1 /� \P I , )• F� \ c� 1 SQUARE MILE;MID AREAS PROTEWED FO2x LANNEVEES FRDM ANNUAL CHANCETF ' 4dV ZONE L• AREAS OElL7i16NED TO BE OUTSIDE THE o. UAL CWWCE FIAODPLAN. ZD kp YY f o^♦ SD I I O / \ DRAINAGE SYSTEM GUaL%AEMA _ DRIVEWAY AREA: 4.050.q.ft. 4.050 sq. it. X 0.17 =689 cu.ft. II__� ` y' •o,• 669 cu. ft./42.2 = 16 vortical ff.of 8'dia. leaching pool nqutnd rpaf"1s ` I I /'/ (• , I I ' ' I / / I ,Illi / ` S 1,v 5a�3 PROVIDE 6 (4) 'dia.X 4'high STORM DRAIN POOLS I • ' / I — GARAGE& BREEZEWAY ROOF AREA: 556 c. i 11 656 eq. .�42.2 = 146 veft. P� p� { 146 cu. rf. 422. = 4 rNH6 eal .of ' dia. leaching 1 required aired _ 125 KI aG I 1,II PROVIDE (1)8' dia.X 4'high STORM DRAIN POOL \ w NO ( 1 . F, HOUSE ROOF AREA: 2,992 sq. ft. 1 I • :�� \�Q 7 SE R eq. H.X 0.9 =q. ca. n. 509 — ff./42.2 = 12 vertical ff. of 6' dia.leaching pool nqulred b, PROVIDE(3)8' dia. X 4' high STORM DRAIN POOLS Alf, \\ S \l \ a X" ♦ 1\ A \\ \ IF,iI. \ J1 50'YIN. �• 9"p \ OR TO BE SUFFICIENT TO N `\ \ I \ �. KEEP SEOIMENf ON SIZE SILT utmum; \ 0-1 \ i I ::•o. . ,leo. :.. I X1 \\ \C��(I `\\ \I 1` `\\ 111r 006'. o \ ` I oo nti�l \ o To I \ 11D _ s Of r I Q� LL BASS AND/OR �``f+ \\\\�� I /O •`A. ♦\ `P!O I,G'eT \♦\\ \ , SILT FENCING b ` \ PLAN VIEW 1ayy42 ROAD t F Yb6(.0 '5f EDCISTINe raADE u �xC66o S(.o 3 Sf. C�+RI�►G \ a\ \`Ta \ ..:`♦ \\ 1HAY HUES ANO/OR _ SILT FENGNG ) I CONSTRUCTION E7NTRANCE 615E OF O \ 1 "':�`: ♦♦ X40 \ ® -O� ST�S �p h�5Y 1Rt✓G 'Eb f COMPACTED 3/4 STONE BLEND OR N.Y.S. D.O.T.APPROVED R.CA .::•:. \ 0� •� FF1 TO 18'MIN.ABOVE EXISTING 101 ]� •'' y;w \ GRADE TO ALLOW FOR DRAINAGEACTI CROSS SECTION \ TEMPORARY CONSTRUCTION ENTRANCE ' \ \ (NOT TO SCALE) IKLNUH UKAN FINISHED GRADE OR B"THICK REINFORCED CONC COVER OS�j B•TRAFFIC BEARING SLAB CP Ola - PIPE FROM ROOF CUTTERS 00 ni N/0/F ALFRED N DiNUNZIO Jr CRUSHED 3/4'- 1-1/2' STONE i 8' BARBARA H. DiNUNZIO ALL AROUND '4 LEACHING RINGS REINFORCED PRECAST CONC. 4000 P51 O 2B DAYS 3'-0" T 4- o .I 'E GROUND WATER STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING E% STEEL wooD TRA STRENGTH FILTER FABRIC POST (TYTYP.) AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REa'D. wlrHouT WIRE MESH SUPPORT 36' HIGH POLE (MAX.) 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD POST A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. O.C. SPACING U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/ WIRE SUPPORT FENCE IoW AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 6' MAX. O.C. SPACING W/O WIRE SUPPORT FENCE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL 4rr.— DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS ' > '- •- now r�v� °tise•.: TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE t ,•:. SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE SCREEN IS REMOVED. " _ 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, ATTACH FILTER FABRIC SECURELY A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL TO UPSTREAM SIDE OF POST a / 4' X COMPACTED TRENCH BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT // •`\ i\ w/ BACKFILL SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ��C�/� 81LT FENCE DETfILS SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS Nor ro srur NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TRENCH DETAIL AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE NOTES; SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OFF-SITE TRANSPORT. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED REGRADING k VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. ON THE PROPOSED RESIDENCE. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION of SOIL STOCKPIUNG, EACH PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STABILIZATION MEASURES) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW .I. .v IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF STABILIZE ENTIRE PILE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WITH VEGETATION OR COVER .V 'k WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO .I. � y y TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION 4, 11, y AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA 14, y ✓ y L VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER PREPARED IN ACCORDANCE WITH THE MINIMUM THAN 1 SQUARE FOOT IN SIZE. 'L 4, y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 13Y11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR THE LI AND APPROVED AND ADOPTED FOR USE SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF 1, .l .V y y FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, A��QF NFyy OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR AL CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. rr STRAW BALES OR SILT FENCE SOIL STOCKPILE Z (NOT TO SCALE) a Ia s PROPOSED SEPTIC SYSTEM DETAIL J5 4'DEEP Ummc (NOT TO SCALE) FINISHED pNDE E1.EY, T2e• -`tea+• PRECAST REINEINFORCED CONCRETE COVER 24"dkP LACTOKING.NATERTICHT k INSECT PROOF ELEV.Jj_T BURIED r DEEP EDM.r DEEP EDP.. CAST RCOVER GRADE f FI .. Y.S. Lic. No. 50467 MIN.4-10. 20"min MIN.4'dia. t TOP EL 10.5 APPROVED P8°E D'mi1. s FURTHEST LEACHING POOL - -- PRLT+m 1 4' T' TDP ELEV.]1.d APPROVED PIPE B OF A 3 POOL SYSTEM Prtcem D PIPT' 4-d;a. UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin �" W. INVERT m IrvERT CROSSOVERTO" TO THIS SURVEY IS A VIOLATION OF ELEV.10.0• - . ";° couAR TEST HOLE DATA SECTION 7209 OF THE NEW YORK STATE B� FLOW (LE SHOWN8.0Fa' MAP) EDUCATION LAW ELEV. B Land Surveyor DARK BROWN SANDY LOAM OL COPIES OF THIS SURVEY MAP NOT BEARING ' e• � _I I THE LAND SURVEYOR'S INKED SEAL OR I3GROUND NATER BROWN SILTY SAND SM IEonOM _ EMBOSSED SEAL SHALL NOT BE CONSIDERED EOrr E�, 55: 2-6 2.5' TO BE A VALID TRUE COPY SEPTIC TANK (1) PALE BROWN FINE CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. LEACHING POOLS (31 ELEV. 26 TO MEDIUM SM10 ONLY TO THE PERSON FOR WHOM THE SURVEY P 9 9 I MINIMUM SEPTIC TANK CAPACITY 6 1.500 GALLONS. -5.4. Joseph A. In e no L.S. T TANK;8•DA.,5'EFFECTIVE DEPTH T MINIMUM LEACHING SYSTEM IS 300 rT n SIDEWALL AREA- IS PREPARED, AND ON HIS BEHALF TO THE 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 p,i AT 28 DAYS. 3 POOLS;4'DEEP.8'dio. WATER IN TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout 3.WALL THICKNESS SHALL BE A MINIMUM OF 3 A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 2.LF,ICHINC POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) PALE BROWN FINE LENDING INSTITUTION LISTED HEREON. AND ALL WALLS.BOTTOM AND TOP SHALL CONTAIN REINFORCING ro RESIST AN APPLIED FORCE OF 300 PST. LEACHWC STRUCTURES.SOLID DOMES AND/OR SIAB.S. To MEDIUM SAND SP 4.ALL JOINTS sHu1 BE SEALED m THAT THE TANK s rATERTGHrt. 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CDNCRETE(OR EDLAL). TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 5.THE SEPTIC TANK SHALL eE INS'TAl1.m AT LEVEL IN ALL OIRIS.TWNS MTTH A MAK.TOLERANCE OF tt/47 4.A To'EDM.DISTANCE EtE1NFEN LEACHING POOLS AND WATER CANE SHALL 8E LwNrNNED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PLOT PLAN OF WELL LOT 2 MAP OF PROPERTY OF JOHN SCOTT N FILE No. 11699 FILED APRIL 27, 2009 o SITUATE oIF OFA°S w;; PECONIC �'It AG iDTOWN OF SOUTHOLD N SUFFOLK COUNTY, NEW YORK II• N m S.C. TAX No. 1000-75-06-3.2 o SCALE 1"=50' II i NOVEMBER 4, 2015 _ �� TOTAL AREA = 106,245 sq. ft. •01 alJ. I Q1� 2.439 ac. WETLAND AREA = 26,235 sq. ft. � \ l\\ \ I ZE -UPLAND AREA = 80,010 sq. ft. \ \ 4P \ \ NOTES: 1\ `� `OJ S.\ 1 \ I \ �• 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 19BB DATUM lS'O� EXISTING ELEVATIONS ARE SHOWN THUS:.= -- \ \ \ EXISTING CONTOUR LINES ARE SHOWN THUS: --5----- CT PROPOSED CONTOUR LINES ARE SHOWN THUS: 10 '✓ °�C0 /' 1 \ I I I\ III \\ \\ �� 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. 1 TANK; 8' dia. x 5' EFFECTIVE DEPTH (1,500 GALLONS) ° OG ,��,P� I \ I i \\ \ ` + 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. Q., �w�\GN 1a \ I \ 3 POOLS; 4' DEEP, 8' dia. y °s oQ�e` / 1 / 1 I 11, • �LyO J`'r" l 1 I I I I � �, PROPOSED SOX FUTURE EXPANSION POOL �� F ` I 1 I�I 1 I ,III. I \ �O• O PROPOSED 8' DIA. X 4' DEEP LEACHING POOL T<. = I \ �'� C� J, I / Q� I I I y� L ' PROPOSED 1,500 GALLON SEPTIC TANK �+ " I 1 � Q� �� 1 �I 1 I 1-1; 1 \ UA 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Y 9yF�0p / 1 /' k��P 1 L f 1 I ,i Oy�9 \ ,III. \ W� OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1 1 I < \ \ S. FLOOD ZONE INFORMATION TAKEN FROM: I tr`�/��'n� / B 1! O \Q\OQ`1�� I 1 I I I FLOOD INSURANCE RATE MAP No. 36103CO162 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED \� Q I I •�- ,111. \ ZONE X•: AREAS OF 0.29.ANNUAL CHANCE FLOOD;AREAS OF 1%ANNUAL CHANCE FLOOD �•. I ' Q I Q,� I I I \ \ WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN O Q <G > I /• 1� 1 \ 1 SQUARE MILE;AND AREAS PROTECTED BY LEVEES FROM 1%ANNUAL CHANCE FLOOD. a f 1 ICP \ /' ZONE%: AREAS DETERMINED TO BE OUTSIDE THE 0 2X ANNUAL CHANCE FLOODPLAIN. O IJA DWAI EYETEM CATCULATIOMS., \ \\ �� I I O / / / \ J+ + DRIVEWAY AREA: 4,D50 sq.ff. 0 I C7 \�• I \, I 'S / 4,050 sq.ff. X 0.17 = 689 cu.ft. 0� 689 eu. fl./42.2 = 15 vertical fl.of 8'dia.leaching pool required TD(, ' y 10 NJ / 1 / ` 1•J V PROVIDE(4)B'dia.X 4' high STDRM DRAIN POOLS R / L GARAGE A BREEZWA1 ROOF AREA: If. sq.ft. 14D eq. t.X D.n =4 v aa.ft. 1w aa.ft./azz=4..maul H.of B'din. leaching pool regao-ea BUFFER I / 1 PROVIDE(1)B' din.X /' high STORM DRAIN POOL RF NG I II, HOUSE ROOF AREA:2,875 sq.ft. NON- gP I - 1 , 2,875 sq.ft.X D.17 = 489 cu.ft. O\S'(V� ( / \ •�,+ 489 cu. It./42.2= 12 vertical it.of 8'dia. leaching pool rpuired PROVIDE(3)B'dia.X 4'high STORM DRAIN POOLS 51 oo 50' MIN SUFFICIENT TO (�\ N v (O°q \ \ I \ � KEEP SEDIMENT ON SITE C/GOpQ of M 1 HAY BALES AND/OR \ OC'O,� \\ 1 /O O'S' r•Zi \ \°'p°s/ \\ \ \ ,1I1. 0, I SILT FENCING sc \\ (\I XI 1 \\ p \ I \ 1°0��2� �� cy h \ \ \\ ° eFF all, 0 _ QF T \ I \ \ 1 2 �11 Collo It o\\ \ L AHAY BALES- \ SILT FENCING ND/OR �� 1�� \ O 1 t \ \ PLAN VIEW \ \ q A A `� \ \ EXISTING GRADE �9y `>a \ \ 1 \ ROAD 8 ? \ HAY BALES AND/OR SILT FENCING O \ ONS3 4TRUCTION ENTRANCE BASE OF \\1 9LF 1 0 \OKI / \\ DR N.Y.SD.O.T.APPROVED R.C.A. COMPSTONE BLEND GRADEFILL OTO.BALLOW FORVDRAITNAGEG \ \ o a\�' \\mss O CROSS SECTION TEMPORARY CONSTRUCTION ENTRANCE (NOT TO SCALE) V` \ \ I r( L �TER I�i I TO BE TRAFFIC(TOPS \C (NOT TO SCALE) \ 2 a GRATE OVER CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6640)TRENCH DRAIN OR 6"THICK REINFORCED CONC. COVER FINISHED GRADE Os/j• 8"TRAFFIC BEARING SLAB d00 !y -PIPE FROM ROOF GUTTERS 0 0 o z N/D/F DISAPPRO U L ALL AROUND ;� ALFRED N. DiNUNZIO Jr, CRUSHED 3/4" - 1-1/2"STONE z & BARBARA H. DiNUNZIO 4 a LEACHING RINGS REINFORCED PRECAST CONC. 3'-0" 4000 PSI 0 28 DAYS 3'-0" 4- o .I .E GROUND WATER STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION STEEL OR WOOD MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING EXTRA STRENGTH FILTER FABRIC POST (TY P.) 36" HIGH POLE (MAX.) AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. REO'D. WITHOUT WIRE MESH SUPPORT 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, STEEL OR WOOD POST A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF 10' MAX. D.C. SPACINGFL U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING W/ WIRE SUPPORT FENCE W 6' MAX. O.C. SPACING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. W/O WIRE SUPPORT FENCE THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS _ OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS FLOW LOW TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE n r i, SCREEN IS REMOVED. ATTACH ALTER FABRIC SECURELY SUFFOLK COUPIIY DEPA�'iThIENT OF HEALTH JGaVIx.EJ 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, �- TO UPSTREAM SIDE OF POST N %\ /\\i'' 4" x 6" TRENCH A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL \\ �i� /�/ w/ COMPACTED PERMIT FOR A�F12®VAC OF CONSTRUCTION Fon A BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT -%�j///\ j`j ;';,///��//��/i\ `� SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES \\..\\..\\,\\\� SILT FENCE DETAILS �I;.GLC FAMILY RESIDENCE O��?LY SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOT TO SEALE NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED TRENCH DETAIL j AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) ✓^{ �J Q tt OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER ` I\ jl C) SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESS4RY. REMOVED /U 111 777 UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW L+j,�� , H.S. F?EI'• No. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. OFF-SITE TRANSPORT. I NOTES: / 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS APPROVE RO 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED REGRADING & VEGETATING DISTURBED AREAS. SHALL BE DRY AND STABLE. �/I 1 BEDROOMS THE PROPOSED RESIDENCE. TEMPORARY STOCKPILE STABILIZATIOk MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. FOR MAXIMUM OF 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT OR IF PAVED. BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF STABILIZATION MEASURE(S) SELECTED i ESHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH EXPIRES THREE YEARS FROM DAOF 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROVAL FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE AND REQUIRED PERIOD OF USE. 2 SLOPE OR LESS SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW ( y 1 IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF STABILIZE ENTIRE PILE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, WITH VEGETATION OR COVER \t' N N WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO w y 1 1 TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION l y 1 I b y AND GROWTH. PREPARED IN ACCORDANCE WITH THE MINIMUM 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA l \I' v I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER BY THE L.I.A.L.S. AND APPROVED AND ADOPTED THAN 1 SQUARE FOOT IN SIZE. I I 1 N `, `v N FOR SUCH USE B,,E4 17W-YORK STATE LAND 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR TITLE ASSOCIATIO OF Pew SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF 4- OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO Cj' JjKFT C THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, v v N' /G OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STRAW BALES OR SILT FENCE SOIL STOCKPILE Al I l x (NOT TO SCALE) PROPOSED SEPTIC SYSTEM DETAIL , ^ ,_ C; HOUSE TOP BURIED (NOT TO SCALE) Yu '•./ ��., ti S. Lic. No. 50467 F.FL 14.0' 4DEEP mox. FINISHED GRADE Ems' 12.0 FINISH CRADE PRECAST REINFORCED CONCRETE CWER 24"dia.LOCKING,WATERTIGHT&INSECT PROOF ELEV. 11,3' BURIED V DEEP min.2'DEEP mox. CAST IRON COVER TO GRADE MIN.a'dm. 3 UNAUTHORIZED ALTERATION OR ADDITION APPROVED PIPE 20"min,--.d D-min. MIN.4-dia. TOP EL 10.3' - FURTHEST LEACHING POOL TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corwin I I I PITCHED 1 4' 1' TOP ELEV, 11.0' APPROVED PIPE 8� OF A 3 POOL SYSTEM - PITCHED 1/e'/1' SECTION 7209 OF THE NEW YORK STATE No EDUCATION LAW. ~ -� �CROS "dia. INVERT SOVER CLEANLand Surveyor 1�10E5' a �: m INVERT • IPE "D TEST HOLE DATA COPIES OF THIS SURVEY MAP NOT BEARING ELEV. 10.0• . COLLAR - ELEV.9 5 B a, mm • b THE LAND SURVEYOR'S INKED SEAL OR (AS SHOWN ON FILED MAP) BAFFLE n � ELEV. 8.0' 0• EMBOSSED SEAL SHALL NOT BE CONSIDERED DARK BROWN SANDY LOAM OL TO BE A VALID TRUE COPY. e BOTTOM _3 GROUND WATER BROWN SILTY SAND SM CERTIFICATIONS INDICATED HEREON SHALL RUN ELEV. 5.6' "LEV.25 2.5 ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. S PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. SEPTIC TANK (1) PALE BROWN FINE TITLE COMPANY, GOVERNMENTAL AGENCY AND LEACHING POOLS (3) TO MEDIUM SAND SP LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout 1.MINIMUM SEPTIC TANK CAPACITY IS 1,5DO GALLONS. ELEV. 2.6' 54' TO THE ASSIGNEES OF THE LENDING INSTI- 1 TANK;8'DIA.,5'EFFECTIVE DEPTH 1. MINIMUM LEACHING SYSTEM IS 300 sq it SIDEWALL AREA. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT 28 DAYS. 3 POOLS;4'DEEP,8'din WATER IN PHONE (631)727-2090 Fox (631)727-1727 3.WALL THICKNESS SHALL BE A MINIMUM OF 3'.A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4'. 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) PALE BROWN FINE ALL WALLS,BOTTOM AND TOP SWILL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 pef. LEACHING STRUCTURES,SOLID DOMES AND/OR SLABS. TO MEDIUM SANG SP 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. OFFICES LOCATED AT MAILING ADDRESS 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). THE EXISTENCE OF RIGHTS OF WAY 5.THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL EA GRAVEL (WITH A MAX.TOLERANCE OF 31/4' 4,A 10'min.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. ON A MINIMUM 3"THICK BED OF COMPACTED SAND OR PEA GRAVEL 5.AN 8'min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. - 12 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 6.A 10'min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED, 6 AN 8'min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 1194 M SURVEY OF LOT 2 MAP OF PROPERTY OF WELL JOHN SCOTT FILE No. 11699 FILED APRIL 27, 2009 SIT UA TE `n PECONIC 0 �E ^' TOWN OF SOUTHOLD LA O SUFFOLK COUNTY, NEW YORK gE�J�° N S.C. TAX No. 1000-75-06-3.2 SCALE 1"=40' 'ISI' NOVEMBER 4, 2015 N N MAY 3, 2016 REVISED PROPOSED HOUSE w I JULY 10, 2016 FOUNDATION LOCATION Ln TOTAL AREA = 106,245 sq. ft. •p I ,III, coo 2.439 ac. \ I 1 1 WETLAND AREA = 26,235 sq. ft. UPLAND AREA = 80,010 sq. ft. %P NOTES: �. \ Q`Qy1• \\ \ \ 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1968 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:ILQ --- \ EXISTING CONTOUR LINES ARE SHOWN THUS: - --5—---— �� ^ \\ \ I I \ \ s PROPOSED CONTOUR LINES ARE SHOWN THUS: 1 I \\ \\ + 3T; 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. I ( \ \ 1 TANK; 8' dio. x 5' EFFECTIVE DEPTH (1,500 GALLONS) F 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 3 POOLS; 4' DEEP, B' dia. A�-• L° O�G I I \ PROPOSED 50% FUTURE EXPANSION POOL ��' y�yQ 1 1 I I ,11►, O PROPOSED 8' DIA. x 4' DEEP LEACHING POOL � I / 1 I► 1 I I�� 1,11, I \\ NOS PROPOSED 1,500 GALLON SEPTIC TANK Co I I ^\ \ O 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD YO I 1 \ 1 II I % \ \ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. uA co. 5 FLOOD ZONE FLOOD NSURANCE RRATE MAP MATION TAKEN FROM: 36010300162 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X': AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. i I ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. G %P i, ,°,fig' � 1 \\ 1 j / � I I ,\I►, l 1 \\ W D [9QR0V[R D 1 c� ► I % �6e I NON RF BUFFER NC l dll. 1 m / I , j5 � I / — \ , �, JUL 19 2016 MUIIIRM DEn. TOW N oti#SOVTHOLD 5• d /{ \ \ all, \ o Oc�� \\ I i / �s" '��m 9tiy try. zl m m \ \ \ \ 111, cN. P O. iHi X1 'li / s• '� o o *I� m 'o\ * fD al J ° \oc<^ \ \ \ \\ \\ PREPARED IN ACCORDANCE WITH THE MINIMUM �\ \\o- \ \ \ \ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O \ A 1 \ \ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. 1 � Cc c'C9L \ CD `4 N.Y.S. Lic. No. 50467 \ UNAUTHORIZED ALTERATION OR ADDITION a TO THIS SURVEY IS A VIOLATION OF \ d' SECTION 72Nathan T of t Corwin � 09 OF THE NEW YORK STATE EDUCATION LAW. 011,��, COPIES OF THIS SURVEY MAP NOT BEARING '00p THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor TO BBE A VALDSEAL TRUE LCOPY.L NOT BE CONSIDERED n� CERTIFICATIONS INDICATED HEREON SHALL RUN 00 ONLY TO THE PERSON FOR WHOM THE SURVEY Po TITLE COMPANY, GOVERNMENTAL AGENCY AND N/0/F IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. o ALFRED N. DiNUNZIO Jr. LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. z & BARBARA H. DUVUNZ70 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys - Subdivisions - Site Plans - Construction La out CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jcmesport, New York 11947 35-239B SURVEY OF LOT 2 MAP OF PROPERTY OF WELL JOHN SCOTT FILE No. 11699 FILED APRIL 27, 2009 N SIT UA TE PECONIC �E N TOWN OF SOUTHOL_D ZA0 SUFFOLK COUNTY, NEW YORK SEPTIC SYSTEM TIE MEASUREMENTS S.C. TAX NO. 1000-75-06-3.2 m SCALE 1 "=40' HOUSE GARAGE GARAGE GARAGE PORCH 111. CORNER ❑A CORNER 08 CORNER© CORNER ED CORNER NOVEMBER 4, 2015 SEPTIC TANK I o MAY 3, 2016 REVISED PROPOSED HOUSE JULY COVER 18' 18' N/A N/A N/A `III OD 0, 2016 FOUNDATION LOCATION LEACHING POOL _ JULY 6, 2017 FINAL SURVEY COVER 1 N/A N/A N/A 34' 20' Q I •� ,III, 000 LEACHING POOL COVER 2 42' N/A N/A N/A 35' LEACHING POOL N/A 24' 17' N/A N/A �g�5� I TOTAL AREA = 106,245 43945�csq. ft. WETLAND AREA = 26,235 sq. ft. sV3j, UPLAND AREA = 80,010 sq. ft. l F � ` 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM 2. FLOOD ZONE INFORMATION TAKEN FROM: v 1 FLOOD INSURANCE RATE MAP No. 3610300162 H O 1 1 N ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X': AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD O v� WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. (p� ` + 9sLO \ 1 r O ' . I � 1 r' I RF BUFFER / 1 J I _ as j5• NON �N Q�o n z 1 i sit 1 ' \ Iz °yam ,o m "' v G • �. FES �F?� �P� 50 N/ / ` Q� D x x • l'`Pp10� WATERLINE/ �C ; Q°OS N'1/N O 6 'L .y0� 9Ti� / Z Al (0 ` rn 011, cp. QP e 1 V � o I O sytio t: 9 O�Irs CL <"y . 'g \\ \ \ LJ J PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O c 011v ' \ \ O �� < BY THE L.LA.LS. AND APPROVED AND ADOPTED �! VN, 4 tr FOR SUCH USE BY THE NEW YORK STATE LAND �sF ova s' ' " \\ �� aq >Q = TITLE ASSOCIATION. v o t 3 U. -rIL co C7N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION 1 -'/ TO THIS SURVEY IS A VIOLATION OF \ 2 (F 0 , C I SECTION 72LA OF THE NEW YORK STATE Nathan T of t Corwin v'� , ] �� EDUCATION LAW. 0 �, �_ 1 "4' 'm3 COPIES OF THIS SURVEY MAP NOT BEARING o D D THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land S u r v e y o r t TO BE A VALID TRUE COPY. r Q F E I U CERTIFICATIONS INDICATED HEREON SHALL RUN oo ONLY TO THE PERSON FOR WHOM THE SURVEY ZIS PREPARED, AND ON HIS BEHALF TO THE ro N/ 0/F TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Stanley J. Isaksen, Jr. L.S. ALFRED N. DiNUNZIO Jr. �� LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. z & BARBARA H. DWUNZIO T '' TO THE ASSIGNEES OF THE LENDING INSTI- TOW X OF SOU THOLD TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 35-239B MAN NO RE5. 325 kNELL5 ROAD 1004" FEGONIG, NY 11 q58 24' 2q'-5" 11'-5" 3D.4E8' 311 Q13'-6" 14' 2'-8 1/2" 6, 2'-8 1/2" PH05 HOLDOWNS AT ALL INDICATED CORNERS — — — — — — — — — — — — — — — — — — — — — — — — — — I ATI N NOT E5* O NO E5 _ _ _ _ _ (V R-1q BATT IN ALL EXTERIOR2X6YVALLS - - - - - - -' - - - - - - - - - , I I I I I R-1q BATT IN BASEMENT GLG. I I I I R-30 BATT Y41TH VENT BAFFLES IN CATHEDRAL CLG5. I r - - - - — J o I I I I DIRECT VENT BOILERS to R-38 BATT IN ALL FLAT GLOB. I I _ I 8" P.G. WALL OVER - 52 1NITH INDIRECT HYMN - A-'� c V V—N 5 HOLDOWNS AT ALL tXl I I INDICATED CORNERS CV I I 16" X 8" FT6. I I I I �, - r— o q'-0" CEILING :fl I I I I 8" P.G. YVALL OVER I I '— I I I I 16" X 8" FTG. I I R-1 q FIBERGLA55 BATT I I 12" P.G. YiALL YgITH PHD5 HOLDOWN5 AT ALL INDICATED CORNERS I :,+ I q'-8" 1 q'_qINSULATION IN CEILING" ; ; i I I 4" STONE SHELF I I I I I - - - - — — J - - - - - - - - - - - - I .`• I 3'X4'GONGRETE WINDOW _ _ _ Y�112 X 35 (DROPPED) - I ( I I REV.2 WELL WITH LADDER AND l I - - - - - - - _ - - - - - - - - Y. I ( RAIL TO CODE(TVP.) ( — I — — 811 P.G. Y,IALLOVER — - - — 20 -6 - - - - - - - - - - - - - I r' I 16" XS" FTG. u' I 2' X 2' X1' P.G. FTG _—/ � 11 I IRVINO M. KU5NITZ F.E. I I I I o I i H.D. STEEL COLUMN ( I I I i I 5 I I � I 1 11 GAGE �, I I I 6-1 I I 23q LAKE 5T. y, m 'r I W I I I - - - - - - - - - - - - - - - I OCEANSIDE, 1152 •-1 �: - E 51 D� NY I I �- 4 I I I I I I I I 3a"x 56" v v XII q'-0" CEILING i I I I I I EGRESS mo � I 516-166-8"705 I wlNDow � q'-0" CEILING m I I R-1 q FI ERGLA55 BATT r' 5TEP FOOTING @ 2:1 v o INSULA ION IN CEILING I I I I I I II t I I I I I I RATIO(TVP.) q'-1011 ; I I I I SEAL & 51ONATURE: I I i - - - - - - - - - -J I 3' X3' X 1' P.G. FTG w000BURN I I 4' X 4' X 1' P.G. FTG REV.2 I"G I H.D. STEEL COLUMN REGENGYMODEL I I _ I r — — — — — — H.D. STEEL COLUMN H2O0 WOOD STOVE XII o�Ess10 811 P.G. YiIALL OVER I I It 16" X 8" FTG. I I _ m I 11'-2" ti I I I I m 811 P.G. Y�IALL Y I — — °' YV18 X 35 (FLUSH) ►`. YV 10 X 12 (FLUSH) — —— — — — — -- — — — — — •� a , 11 11 — — — — — — — — — — — — •=*.- •— i _ - I `w �''a - - - - - - � 53 1 FTG. � •I v• I w, A-7 - - - - - - - - • 5'-2 1/2" r- I I ,- - - - - - - - - - - - - - J I I I NOTE I I I is% No. 6�°'1 - o II o I I I I F 1 P 1 1 USE 51M 504 TOP 14-10 5TEP FOOTING @ I L - - - - - - - - - � F ry I I FLANGE MOUNT JOIST I I I I ►r, I ;: I I i HANGERS. I I UNFINISHED I I zArlo(rrP.) I L- - - - - - - - - - - - O p I I I W 12 X 35 20'-6" �, w15 X 35 27'-7" u v V v W 10 X 12 19'-10" 11' I I mo II � o I I 13' 11 _ w1oX 12 32'-1" q-0 CEILING I I I I I I w12X40 24'-0" 3X3so. 8" P.G. Y�IALL OVER I I q'-0" CEILING `�' WA5HER5 ON 11 11 ALL ANCHOR 16 X 8 FTG. I I cz I I I I I ( (ALL DIMENSIONS ARE TO NOTE: MIN. BOLTS 12" P.G. YVALL Y�IITH —1 CENTER COLUMNS&SHOULD I I u- I I I I I I ALL DRAY41NG5 AND YVRITTEN (y — 4" STONE SHELF =—L— — — — — — — v _ BE VERIFIED IN FIELD) 1-1/4 X 36"X20 GAUGE STEEL Opt' I I I I I I MATERIAL APPEARING HERE IN STRAP @ 16"O.G.LAPPED UNDER I s 1 SILL PLATES&UP INTERIOR FACE XII R-1 q FIBERGLASS BATT I I I i CONSTITUTE ORIGINAL AND UNPUBLISHED YVORK OF THE INSULATION IN CEILING DESIGNER AND MUST NOT BE OF PLATE ON EACH STUD.5-8D I I I i NAILS ARE REQUIRED IN EACH END LENGTH @ ALL EXTERIOR 5/8 DIAM.ANCHOR I I I ( ( 1. I cy DUPLICATED, USED OR DISCLOSED 14'-3" � WALL STUDS. BOLTS @32"O.G. 1_ 11 I I I I ( .i. I 8" P.G. YgALL OVER 7 10 2 X 2 X 1 P.G. FTG E WITHOUT V4RITTEN CONSENT. 41. H.D. STEEL COLUMN I I I I 16" X 8" FTG. FOUNDATION TO YVALL CONNECTION I STEP FOOTING @ 2:1 I 1410 .X 12 (DROPPED) Y�110 X 12 (DROPPED) — o Y�I10 X 12 (DROPPED) I RATIO(TYP.) I- - - - - - - - - - - „ � - - - - - - �I- - - = - - - - - I I 8" P.G. YVAL OVER I I I 32'-1" —' o _ _ _ — — — _ — REVISIONS } I I NO. AT ISSUE 16" X 8" FT I I :_ I Q, q'-0" CEILING I I IUP : I I _ REV. BREEZEYVAY 2 X b WALL FRAMING @ 16"O.G. I so � •`;' � 1 5-2 16 / O I - I MUDROOM 51MP50N L5TA36 DETAIL 9 3/4 T&G 05B SUBFLOOR I I I I V v — — — — — — — — I X '.'. .fl PHO! HOLDO;NNS AT ALL STRAP @ 16"O.G. PAGE G-1 / 1 ''. CV U P 3' 9 1/4 BGI 90 I JOISTS @ 16"O.G. 1 I 6'-5 1/16" I t-- II I INDI ATED CORNERS ( I 2 6-4-17 BUILD. DEPT. REV. 4"STONE SHELF I I I I r .— I — — — — —7 L— _ I I it (2)2 X 6 AGO 51LL PLATE + I I I I I I I m 0'MIN } I_ —— � � I I I TERMITE SHIELD&SILL SEAL I I R-19 KRAFT FIBERGLA55 BATT I .; I I 2'-11 3/16"_ — — — — — — — — J — — — — — — — "' PLAN INDEX INSULATION OVER GRAWI.5PACE — — BASEMENT I POURED .4 b 12 THICK 3,500 P5 O E FINISHED GRADE 8"MIN. BELOW TOP OF = CONCRETE WALL WITH 4" 11 -2 — — — — — — — — A 1 FOUNDATION PLAN FOUNDATION WALL _ _ ,� STONE SHELF PH05 HOLDOWN AT ALL I 't I — — — — -- — — — — — — — — 'J SPRAY APPLIED TO BE 9'HIGH INDICATED CORNERS A-2 FIRST FLOOR PLAN WATERPROOF MEMBRANE 4"CONCRETE SLAB - A-3 SECOND FLOOR PLAN OVER 6 MIL POLY VAPOR - 5/b X 12" ANCHOR DETAIL 14 —I I — _ BARRIER I ':' I !Sl t— I I A-4 ROOF FRAMING PLAN BOLTS 32"ON PAGE 6-1 — CENTER,MIN.2 PER COMPACTED 501E A-5 ELEVATIONS WALL (2)#5 HORIZONTAL REBAR AT TOP OF WALL VERTICAL#5REBAR@"I2"O.G. I L_ - - - - - - - - - -- - - - - - - - -1 — — — — — — — — — — - - - - - - - - - I " I A-b ELEVATIONS . �.. I A-1 SECTIONS & PLUMB. R15ER - R BAR s. FOOTING WITH 2 #5 RE BAR 'X 12" CONCRETE r : - - - - - - - - - - - -- - - - - - I I - - - - - - - - - - - - - - - - - - TO BEAR ON VIRGIN SOIL. MIN.31-0"BELOW — - STEP FOOTING @ 2:1 RATIO(TVP.) 1 �'. � r A S 51MP50N DETAIL SHEET FINISHED GRADE A-q GENERAL NOTES PAGE 1 - - - - - - - - - - A-1 GENERAL NOTES PAGE2 FOUNDATION MALL DETAIL 5GALE 1 /2 = 1 '-011 A-11 N/A 8" P.G. YVALL OVER A-1 N/A A-1 N/A LVL HEADERS MAY BE SUBSTITUTED Y�IITH 16" X 8" FTG. A-1 N/A ANTHONY POKER BEAMS OF EQUAL SIZE. 18'-5" q'-6" 1q'-1 1/161, �'-11" A-1 N/A A-1 N/A SHEET NAME / 13 t- _ 4 FOUNDATION FLAN \.4y 1 7-' � PROJECT# 348 SHEET# Y \ DATE G1 I E /24/15 . SCALE Al 1/4" = 1'-011 MANNO RE5. 325 WELL5 ROAD PECON IC, NY 11 q58 1 J 46'-3" _ 3X35Q. 11'-511 S' 12-10 >< 14' V-1 u i " i n �- a 24' MIN. A LSANCHOR 1 -11 1/2" 2,HERS ON 1 -0 3/4 2,1 -0 3/4 28 1 4 41.411 21-211 F BOLTS CV 1-1/4 X 36"X 20 GAUGE STEEL W03 W03 W03 W03 STRAP @ 16"O.G.LAPPED UNDER W04 _ - SILL PLATES&UP INTERIOR FAGE� - -- OF PLATE ON EACH STUD.5-80 NAILS ARE REQUIRED IN EACH (1� — END LENGTH @ ALL EXTERIOR I I5/8 DIAM.ANCHOR 2 X 10 G.J. WALL 5TUD5. BOLTS @ 32"O.G. E @ 16 O.G. ` W03 FOUNDATION TO WALL CONNECTION N 5N�I E 2 X 10 G.J. LOPE - A-� _ @ 16" O.G. I YVALL HEIGHT 1'-0" INSULATION NOTES* o W.I.C. _ m J MASTER _ N103 R-1 q BATT IN ALL EXTERIOR 2 X 6 WALL5 q' GLC. BATH wo3 II I R-1 q BATT IN BASEMENT GLC. cv C- 312-y�I TE ERE _ r I I � J GL5 mT W03 — — — — — — — — 11 R-30 BATT WITH VENT BAFFLES IN CATHEDRAL 01-65. ry E11-1/5 BGI q0 _ R-38 BATT IN ALL FLAT GL65. wo3 Wo3 W03 E @ 16-0 O.G. I RV I N O M. K U 5 N I TZ P.E. - - - - - - - - @ O.C. wo3 q'-11 1/2" _ 1 q'-q" ry 8' HIGH WALLS k�� 23q LAKE 5T. dJ r 2 X 10 G.J. W VAULTED I GLC.I r E @ 16" O.G. 3'-q 5/S" g 20'-0 5 5" OCEAN 5 I D E, NY 11572 In I I I m I iv 2u1/2 w10 IE 2•_6•' q' m X12 IR - 11'-1 1/2" � � 6-766-8705 " w02 (2)2 r— i REV. 1 $R EZE A�cY BENCH 2 X 10 G.J. _ m �ry�� P�41 4 a - cn @ 16" O.G. OFFICE �ry 1 wos wob i 0 2668 = I� I o_ MUDROOM C m v N SEAL & SIGNATURE: — — — — — — — J GARA6 E m V m " I j RIGDE POST � v Q < NE 2 X 10 G.J. SD a�b� 68 5'"�" cn 1 MASTER X n wo6 YV05 _ �O Q�Q S101yq� ` �- — — — — — — — (2 �l&D n? — @ 16" O.G. �- b BDRM q GLC. ►� m . .., GARAGE FLOOR 14" I 7'-q 3/S" LAUNDRY 0 "102 � BELOW 1ST FLOOR �' Soso - ti- m E } 7 Ln 4068 O " L05ET F3 _ q GLG. I I _, 5068 5'-11" � PANTRY GLG. zz m , 8 HIGH WALLS p1 I I CL05ET cv 6'-0 1/2" (2)2 X 12 HDR. VAULTED GLC. (2)1-3/4 X 11-1/8 LVL HDR.WITH 1/4 X 11 STEEL PLATE(FLUSH) 4068 2 6 — A-7 - - - - - - -. - - ` — — — — - - — — — 624R-+RISK I `L f}"47- B fER hB1 - - � 1 - 5' HIGH WA 5 L- - -1- - - - If 2068 _ I NOTE* � I � 11 - - - - - - - - J - - - - - - KITCHEN Q REV.2 V-11/4"I 5 8-83/4 Wo3 wo3 _ w 2 USE 51MP50N TOP FLANGE = WOOD BURNING I In ❑ MOUNT J015T HANGER5. n REGENCY MODEL W10 - = m � v L17� _ _ (L H2O0 WOOD STOVE 14'-10" W02 W10 W02 m K O Q I I I— c o _ v - I I q' GLC. I Z = RB f033 - - � � I � � I 1[1 > � CONTINUOUS W 10 X 19 OYER DOORS W/4"STEEL 11 13 c�1 N W10 Z— cxV �jN—� I I L - - - - - - - - J COLUMNS TO HAVE A CONTINUOUS LOAD PATH TO _ ALL DRAWINGS AND WRITTEN m cn w � �_ TOP OF FOUNDATION WALL&BE FASTENED WITH MATERIAL APPEARING HERE IN 24' v cxv I I 11-7/S BGI q0 x 2-5/5 X 12 ANCHOR BOLTS AT EACH COLUMN — — — — — — -I I E 16 O.G, BASE PLATE. I C, CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE V HIGH WALLS a- DESIGNER AND MUST NOT BE I I m I I I CV VAULTED CLO. I I -'' DUPLICATED, USED OR V15CL05ED m _ FAMILY _T B35 I 524R �524R CLOSET WITHOUT WRITTEN CONSENT. 5/8 DIAM.CARRIAGE BOLTS AT 24"O.G. W09 I I 5'-21/2" 2868 w10KNEE WALL UNDER � � -3 LYL & FLITCH PLATE BOLTING PATTERN DETAIL cn Q I I REV.2 REVISIONS REy 2 q' GLC. ENTRY STAIR AND PLATFORM I I N NO. DATE ISSUE 3-1/2 X 11-1/8 LVL HDR.(FLUSH) _ w Gant. - - - - - - - - - _ _ - - - - - - - o -w - - 1 5-2-16 REV. BREEZEWAY/ -1 - MUDROOM PROVIDE SQUASH BLOCKS �i - c0 = 5065 - FLOORJ015T AT ALL LOAD POINTS ate— r— ► LL UP m 2 6-4-1� BUILD. DEPT. REV. BOX BEAM %=Z11-1/8 BGI q0 2668 > SD I m W cxv @) @ 16" O.G. m 3' — J i'L N NDEX 1/2 COX a W10 . \ v (2)2 X 6 TOP PLATES m 12'-1" x \\ ,� far > _ m \\\\\ � ;�- A-1 FOUNDATION PLAN \\per c r— \\ \ \ \ \\\ A-2 FIRST FLOOR PLAN wo,\Will!` ' , X `c' D FLOOR PLAN INSULATION \ \ 5-2 1/16" I ,,, ..: -- - A-3 SECOND "T", ;e 2 X 6 ��., "' m uJ \�\ \ ,. A-4 ROOF FRAMING PLAN .e.•.\\. Wog W10 Wog Q-' l� r `j A-5 ELEVATIONS (2)2 X HDR.A5 PER SCHEDULE. •^ - A-6 ELEVATIONS \\\� A-1 SECTIONS & PLUMB. R15ER \\ \ . �p �p > 2 X 6 .:.:: X cy �dj PORE, A-b 51MP50N DETAIL SHEET 3-1/2 X 11-1/8 VLC71R ER c 3-1/2 X 11-1/8 LVL GIRDER A-q GENERAL NOTES PAGE 1 SQUASH BLOCK&CROSS BRIDGING DETAIL m 1 Al I II A-1G. GENERAL NOTES PAGE 2 _ A-11 N/A TYPICAL HEADER DETAIL NOT TO SCALE A-1 N/A 1'-2 1/4" 5, V-33/4" A-1 N/A A-1 N/A NOTE* 3'-4 13/16" 1'-3 3/161, 3, 1'-8" 3" „3" 1'-8" - 1/2". 1'-b 1/2"- - 3'-- - - � - 3'-6.. ALL WINDOW AND DOOR HEADERS SHALL BE (2) 2 X 10 A-1 N/A UNLESS OTHERWI5E NOTED' ON PLANS. LVL HEADERS MAY BE SUBSTITUTED WITH A-1 N/A ANTHONY POWER BEAMS OF EQUAL SIZE. SHEET NAME LIVING AREA 15T FLOOR FLAN 2350 5Q FT REV.2 62'"1" PROJECT# 3418 SHEET# DATE 11/24/15 A. 2 SCALE 1/41' = 1'-0" ARE REQUIRED ON, nopl$ -35 Ig -1.1�c efore TO" MANNO RES. APP710VED AS OTED DATE:612—v--�- B.P. inst-II-0c)Coda. 325 V4ELL5 ROAD FE NOATIY—BUILDING DEP AR F AT 100'-,4" FECONIGI NY 111155 765-1802 8 AM TO 4 PM FOR THE DING REQUIRED FOLLOWING INSPECTIONS: TRI ISS PLACAR 1. FO"FOUNDATION - TWO REQUIRED 24' < - 51 14' FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 7-5 1/2" 2'-b 1/2" 3. INSULATION 4. FINAL - CONSTRUCTION MUST ELEC`117SICAL PH05 HOLVONN5 AT ALL r /Zj r D INDICATED CORNERS BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE F — — — — — — — — — — — — — — REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR INSULATION NOTES J L DESIGN OR CONST13UCTION ERRORS. - - — — — — — — — — — — — — — — — — — — — — — — R-1 q BATT IN ALL EXTERIOR, 2 X 6 NALL5 r-- — — — — — — — — — - R-lq BATT IN BASEMENT CLO. C,0�jT-LYk!!I-TH AILL CODES OF — — — — — — — J NEW YOLK STATE & TOWN CODES R-30 BATT WITH VENT BAFFLES IN CATHEDRAL GL65. DIRECT VENT BOILER F. Q0 R-3b BATT IN ALL FLAT CI-65. Ln AS REQUIRED AND CONDITIONS OF WITH INDIRECT HNH. 511 P.C. WALL OVER 5^2 ;7) 'J P44P5 HOEDOWNS AT ALL SOUTHOLD TOWN ZBA b Zo 16" X 8" FTG. INDICATED CORNERS (N (c) ci'-O" CEILING -.Z �TEE%j THOLD TO'�IN TRUS.EES —b" P.C. WALL OVER SOU @ R-lq FIBERGLA55 BATT 16" X 5" FTC NY'S'. PH05 HOLVONN5 AT ALL 12" P.C. WALL WITH INDICATED CORNERS q. INSULATION IN CEILING STONE SHELF — — — — — — — — — — — — — G C U PAN CY 0 R 12" P.C. WALL WITH N12X35 (DROPPED) - — — — — — — — — — — — - - - — — — — — — — — — — — 4 4" STONE SHELF - - - - - - - - - - - - - - W I I USE IS UNLAWFUL 8" P.C. WALL OVER krVITHOUT CERTIFICATE 2' X 2' X l' P.C. FTG IRVING M. KIJ5NITZ P.E. -/ 16" X 8" FTG. 5 H.D. STEEL COLUMN u- I t OF OCCUPANtil. — — — — — — — — — — — — — — — — — — -7-4- 239 LAKE 5T. GARAGE 777777 Ilu )EI NY 11512 Lu PLUMBER CERTIFICATION -T - - - - - - - - - - - - - - - - - - - - -I OCEAN51L F - - - - - - - - AD CONTENT PEFORE 4 ON LE -0" CEILING CER TIFICA TE OF OCCUPA NIC Y x ztl SOLDER USED IN 141A TER %Z q'-O" CEILING SUPPLYSYSTRICANNOT EXCEED 2110 OF I% L EA D. 1( STEP FOOTING @ 2:1 T- IRATIO(TYP.) T- Q SEAL & SIGNATURE: r= > -7LA55 BATT R-1q FIBERC L — — — — — — — — 3- x 3' X 1' P.C. FTG r7 -7 INSULATION IN CEILING PLUMBING H.D. STEEL COLUMN 4' X 4' X 1' P.G. FTC FESSIo H.D. STEEL COLUMN G M ALL PLUMBING WASTE b" P.G. WALL OVER NEED&WATER LINES NEED IJ I TESTING BEFORE COVERING 16" X 5" FTG. F P.G. WALL V�4 N1 b X 35 (FLUSH) — — — — — — — — -- — — — — — 53 F w 16" X FT&. N1 0 X 12 (FLUSH) 5-21/2" NOTE* r - - - - - - - - - - - - - -J USE SIMP50N TOP %z FLANGE MOUNT JOIST 14'-10" F in FOOTING @ 2:11 RATIO(TYP.) HANGERS. UNFINISHED STEP L- - - - - - - - - - - - II BASEMENT C!)` ry �5- 13, cz T, ci'-O" CEILING S" P.G. WALL OVER q'-O" CEILING YIASHER5 ON ALL ANCHOR 16" X b" FTG. 0 MIN. 13OLT5 12" P.G. WALL WITH NOTE: IL ALL DRANINC75 AND WRITTEN 4" STONE SHELF 1-1/4 X 36"X 20 GAUGE STEEL MATERIAL APPEARING HERE IN P/ STRAP @ lb"O.C.LAPPED UNDER X R-lq FIBERGLASS BATT CONSTITUTE ORIGINAL AND BILL PLATES&UP INTERIOR FAC A EACH CV UNPUBLISHED WORK OF THE OF PLATE ON EAr v INSULATION IN CEILING NAILS ARE REQUIRED IN EACH 12' K I DESIGNER AND MUST NOT BE END LEN&TH @ ALL EXTERIOR 5/5 VIAM.ANCHOR DUPLICATED, USED OR DISCLOSED WALL STUDS. BOLTS @ 52"O.C. 141-311 11-1011 2'X 2' X l' P.G. FTG b" P.C. WALL OVER WITHOUT WRITTEN CONSENT. 4 N H.D. STEEL COLUMN- 16" X 5" FTG. FOUNDATION TO WALL COINNECTION TING 0 2:11 N10 X 12 (DROPPED) N10X12 (DROPPED) W10 X 12 (DROPPED) — — — — — — - STEP FOO - — — — — — — — — —- - - - - - - - - - - 7 % RATIO(TYP.) - - — — — — — — REV15ION5 b" P.C. NALL OVER > r- - — — — — — Q1, Up DATE 155UE X b" FTG. C) q'-O" CEILING Ln ri REV. BREEZEWAY/ 2 X 6 WALL FRAMING @ 16"O.C. 0 �3- q T- — MUDROOM 3/4 T&6 055 5UI3FLOOR — — — — — — — — — PHD! HOLDOYNINS AT ALL SIMPSON L5TA36 DETAIL q x STRAP @ 16"O.C. PAGE G-1 I lqi�-4— INDIC ATED CORNERS 11114 6GI qO I JOIST5 @ 16"O.C. kz 4"STONE SHELF L V-j 7 (2)2 X 6 Ara SILL PLATE I r 5-MIN INSULATION OVER CRAlNI-51FACE PLAN INDEX - - - - - - - - - - - - - - TERMITE SHIELD&SILL SEAL R-19 KRAFT FIBERGLASS BATT BASEMENT 12"THICK 3,500 P51 POURED A-1 FOUNDATION PLAN FIN15HED GRADE 5"MIN. BELOW TOP OF CONCRETE WALL WITH 4" r-- — — — — — — — FOUNDATION WALL STONE SHELF PH05 HOEDOWN AT ALL - - - - - - - - - - - A-2 FIRST FLOOR PLAN TO BE 9'HIGH INDICATED CORNERS SPRAY APPLIED WATERPROOF MEMBRANE 4"CONCRETE SLAB • A-3 SECOND FLOOR PLAN OVER 6 MIL POLY VAPOR - 5/6X 12" ANCHOR DETAIL 14 BARRIER Ln A-4 ROOF FRAMING PLAN BOLTS 32"ON PAGE 6-1 CENTER,MIN.2 PER I i- COMPACTED 501E • A-5 ELEVATIONS WALL (2)#5 HORIZONTAL REBAR AT TOP OF:WALL A-6 ELEVATIONS VERTICAL#5 REBAR 0 72"O.C. - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — -- - - - - - - - - - 24" — — — — — — — -- A-1 SECTIONS & PLUMB. RISER t5 REBAR 24"X 12" CONCRETE FOOTING WITH 2 77 TO BEAR ON VIRGIN SOIL. MIN.5-0" BELON f- — — — — — — — --- — — — — — — — - -- STEP FOOTING @ 2:1 RATIO(TYP.) — — — — — — — — — — — — — — -- — -- A-b 5IMP50N DETAIL SHEET FINISHED GRAVE L— — — — — — — A-q GENERAL NOTES PAGE 1 L- — — — — — — — — — — A-10 GENERAL NOTES PAGE 2 . FOUNDATION Y'I'IIIiIALL DETAIL 56ALE 1 /2 11 1 '-0" A-11 N/A A-11 N/A 5" P.C. WALL OVER 16" X b" FTG. A-11 N/A - I- A-1 N/A A-1 N/A -ld N/A SHEET NAME FOUNDATION PLAN PROJECT# 3415 SHEET# DATE 11/24/15 SCALE ri 1 I+ 111 A1/4 \ 1/4" = 10-011 MANNO RE5. ` 325 NELL5 ROAD u PECON IC, NY 11 q58 4 : J G r li 111-511 1'-5" 8' 12-10" 14' 24' A LANGHORERS N 1'-11 1/2" ,1'-0 3/4" ,1'-0 3/4" 1'-4" 2'-2";,., „ MIN. BOLTS 2 - - - - 2 - - - - 2 41-411 6-4 N W03 W03 W03 W03 1-1/4 X 36"X 20 GAUGE STEEL STRAP @ 16"O.G.LAPPED UNDER _- SILL PLATES&UP INTERIOR FAC Is; — — — — — — I PLATE ON EACH STUD. NA EACH NAILS ARE REQUIRED IN EAGH tV END LENGTH @ ALL EXTERIOR 5/8 DIAM.ANCHOR E 2 X 10 G.J. WALL STUDS. BOLTS @ 32"O.G. @ 16" O.G- o I 1 , Wo3 FOUNDATION TO WALL CONNECTION o � �� q' GLC. 52 LOPE I 2 X 10 G.J. _ A-1 E @ �� I ALL HEIGHT T-0" I 1 _ 16 O.G. W i; m I cy INSULATION NOTE5* o W.I.C. C. - MA�5TERII BATH TE ERE �_R-1 q BATT IN ALL EXTERIOR 2 X 6 WALLS q' GLC. /_ NT G. mm I I I R 1 q BATT IN BASEMENT GL � Wo3 cv _ _ _ _ _ — — R-30 BATT WITH VENT BAFFLES IN CATHEDRAL GL65. ' R-38 BATT IN ALL FLAT GL65. Wo3 wo3 Wo3 E @ le O.G. d I RAYING M. KU 5 N I TZ P.E. - - - - - - - - -� - N 23gLA�KE5T. q'-11 1/2" _ 1 q'-q" 8' HIGH WALLS 2 X 10 G.J. w VAULTED GLC. -- EOCEA�N5IDE, NY 11512 @ 16" O.G. 3'-q 5/8" N 20'-0 5)5" E 1 11-1/5 BGI q0 _ `_r' `T' 2'-6 1/2" 7'-b 1/2" I I I @ 1 e O.G. m I '—j -- w,o IE 2'_6" q CLO. L— — — — — 51 -X 66-8 05 m I I (2)2X12 IR R 11 -1 1/2 n W02 , d BENCH 2 X 10 G-J- m D o _ REV. 1 _ ��1 = 4 a m BR EZE ABY 1611 O.G. �j ' N 2668 - S W05 �i @OFFICE �? C m V Wo6 iv SEAL 8 SIGNATURE: I GA�RA�GE IL MUDROOM ry - RIGDE POST 0 — — — — — — — — 'r 'z �m^ = dF �� v = C() r QQlOFE3S�0y�l x E 2 X 10 G.J. So �b� 6e 5'-7° m M,�STE R x W06 YV05 ;� M. K @16 O.G. BDRM m 7 q' GLC. ►�b m �Q` e� — — — — — — — — GARAGE FLOOR 14" I _ 7'-q 3/8" LAU N D Ycz 0 ►�� _ "'02 ' 1 BELOW 15T FLOOR 4068 1 1 Ln L05ET _ GLC. so 5066 5'-11" PANTRY q GLC. 6' HIGH WALL5 iy 40. 301 CLOSET (y bb (2)2 X 12 HDR. VAULTED GLC. ti 6 0 1/2 2 .6E sn► 3-1/2 111-7/S LML HDIR• F I _ II d _ _ _ _ 4068 — a B�aR—rBfw I 4� BTtt a, < A-7 6' HIGH WA 5 w - - -L- - - - J— -u- 2066 1 fl � 1'-11/4"II 1. - - — — — — — — - - 2 USE 51MP50N TOP FLANGE KITCHEN r I I I W03 — (V - o_ MOUNT J015T HANGERS. o cv W,0 LL_ u- W I I I 14' _ m —� `� '-� Woe W10 Woz N m O a - _ o v = I I q' GLC. I I Q RB70333 -1 I 1 _ i Ln 1� CONTINUOUS W 10 X 1q OVER DOORS W/4"STEEL I 1 COLUMNS TO HAVE A CONTINUOUS LOAD PATH TO ALL DRAWINGS AND WRITTEN i m ❑ W— —_ I I TOP OF FOUNDATION WALL&BE FASTENED WITH ` I MATERIAL APPEARING HERE IN J X X 2-515 X 12 ANCHOR BOLTS AT EACH COLUMN E 11-1/5 1301 q0 ry W in 24' — — — — — „ BASE PLATE. 1 n CONSTITUTE ORIGINAL AND @ 16 O.G. m I 1 I I I UNPUBLISHED WORK OF THE 8' HIGH WALLS o 11 I I DESIGNER AND MUST NOT BE c� VAULTED GL6. I IFAMILY ' DUPLICATED, USED OR DISCLOSED m _ _ _ —T— _ _ _ -T—B2-4R- 535 WITHOUT WRITTEN CONSENT. 535 B24R I B24R r cv I I GJL'.2 1E2 X W09 I 515 DIAM.CARRIAGE BOLTS AT 24"O.C. " I I � t 2868 I 1 til 2X6 J. 1• (V 2 KNEE WALL UNDER I @ 16" C. -3 LVL & FLITCH PLATE BOLTING PATTERN DETAIL m W,o REVISIONS ENTRY w 11 STAIR AND PLATFORM I 1 €: q' GLC. ul I NO. DAT 155UE jLL 3-1/2 X 11-7/5 LVL HDR.(FLUSH) _ w "' Gant.—� - - - - - - _ - - - - - - - - - - - o -n - - 1 5-2-16 REV. BREEZEWAY/ - MUDROOM PROVIDE SQUASH BLOCKS �i = 1 I N I 5068 - FLOOR J015T AT ALL LOAD POINTS d 11 � I U P m O 1 6�� 11-7/8 BGI q0 ry 2668 - sD = m BOX BEAMI .;::: ::.: _ 16 O.G. — \ ,. : I'' �� I PLAN INDEX 1/2 COX \ < m Nil 12 -1 - ry � I - A 1 FOUNDATION A (2)2 X 6 TOP PLATES ` " `; D ON PL N c,.- r A-2 FIRST FLOOR PLAN 2 X 6 CRIPLES Q \\. . \\�\\I3\1 \ �I N m A-3 SECOND FLOOR PLAN " INWAS \ � a . X INSULATION \.. . � ,. ` .,. . ' 2x6 <�\ � m A-4 ROOF FRAMING PLAN Woz W10 Woz n ' ❑ ❑ ❑ W `j A-5 ELEVATIONS (2)2 X HDR.A5 PER SCHEDULE. ":.: 140 L - O — \\� \ _ J A-b ELEVATIONS \\ v = n J A-� SEGTION5 & PLUMB. RISER `\\ \ > 2X6 ` W. X N @j PORC A-5 51MP50N DETAIL SHEET 3-1/2 X 11-7/8 L GIR ER X 3 1/2 X 11-7/6 LVL GIRDER A-q GENERAL NOTES PAGE 1 rym A-1 GENERAL NOTES PAGE 2 SQUASH BLOCK&CROSS BRIDGING DETAIL A-11 N/A NOT TO SCALE TYPICAL HEADER DETAIL A-1 N/A A-1 N/A " NOTE* 3'-4 13/16" „ 1'-2 1/4" 5, 1'-3 3/4" A-1 N/A r 3'-2„1 3 3/16 3' 1 -8 3 3,_2„ 3 1 8 3,—1 -8 1/2 3'-6" ALL WIND01^I AND DOOR HEADERS SHALL BE (2) 2 X 10 A-1 N/A A-1 N/A f UNLE55 OTHERWISE NOTED ON PLANS. 13 6-11 —� 12 -6 7 -6 SHEET NAME LIVING AREA 1 ST FLOOR PLAN 2350 50 FT -} 62'- 1" PROJECT# �jHEET# k 3418 DATE 11/24/15 .� SCALE 1/4"= 1'-0" 1 MANNO RE5. 325 NELL5 ROAD PEGON IG, NY 11 q58 FLOOR J015T BOX BEAM 1/2 COX (2)2 X 6 TOP PLATES 2 X 6 GRIPLE5 INSULATION I I I 2X6 I I I I (2)2 X HDR.A5 PER 5GHEOULE. 52 A-1 I I I j 2x6 _ --- _ _ _ - - - - - - - - - - - - - - IRYING M. KUSNITZ P.E. - - I I I I _ - - - - - - - - - - - �-- - - - - � � _ __ 23gLAKE 5T. TYPICAL HEADER DETAIL I - = - - =-- - - - -I - -- - - = = - = = - = = - -{ NOTE OGEAN5IDE NY 11512 ALL WINDOW AND DOOR HEADERS SHALL BE (2) 2 X 10 INSULATION NOTES* / UN1.E55 OTHERWISE NOTED ON PLANS. I I / I 5 -X66-805 � R-19 BATT IN ALL EXTERIOR 2 X 6 WALLS 1 R-19 BATT IN BASEMENT CLO. / R-30 BATT WITH VENT BAFFLES IN CATHEDRAL GL6-75. / 4 R-38 BATT IN ALL FLAT GLG5. // I SEAL & 51GNATURE: 1 = r I _ \ �2'-4 3/4"E_ I 4'-11 1/5" -�� b'-4 1/8 \ 5-4 1/4" I 19-10 / 1'-6 9/16" 1'-4 9/16"2" 2'-5 3/5" .r _ _ W 14 I i \ I a 36. 3-1/2 X 1 -7/8 LVL H F I 53 r _ 4T, - r - - - - - - - - - - - - - - - - - -� L- - - - - - - -- - - - - - - -� I f ,I _ L 9' CIL 67 OPEN BELON — I 1 SII I NOTE: B VROOM ##1 5'_0 3j oI I m ' I ALL DRAWING5 AND WRITTEN 9' GLG. 2'-1 1/4" MATERIAL APPEARING HERE IN 1 0 _ — _ — — �I — I GON5TITUTE ORIGINAL AND — 1 101/2 _ - 7� /� ' UNPUBLI5HED WORK OF THE I � I / \ � I I - - - - - mt � o / \ x d- I DESIGNER AND MUST NOT BE so — — _ _ — _ on , _ I DUPLICATED, U5ED OR D15CLO5ED as 0 Q U --C >— I II Y41THOUT WRITTEN CONSENT. rn COPPER DRIP GAP WITH SOLDERED SEAMS _ - I I p / O �` \ AZEK RAMS GROWN WITH SELF RETURNS I (V I I I ,/ / � \ v \ I I w' , 5/4 X 8 AZEK L J (n I I / v \\ \\ I I I N i 2668 AZEK ADAMS CASING cV I 14 I /6E ROOM/#2 coisc \ NOTE* I I I REVISIONS USE 51MP50N TOP FLANGE % I MOUNT J015T HANGERS. I I d- I NO. AT 1551J Ln I 1 5-2-16 REV. BREEZEWAY/ 121-111 ;I MUDROOM 8 INCH"GRAGE"WINDOW WRAP ON ALL 4 SIDES Ln I W.I.G. NOTE' m USE 51MP50N TOP FLANGE / \I INSTALL 3/4 INCH BUILD OUT `– ' MOUNT J015T HANGERS. r I' UNDER CASING AND HEAD PIECE I II I n GLCy ' PLAN INDEX = I 3-1/2 X 11 ?/8 I VL HDR.(FLUSH) \\ 3'-4 5/1j" 3-1/2 1 -? L I L O .( LU H) i \\ \\Z A-1 FOUNDATION PLAN X10 .J@16' O. I \ \ 2 X 10 G.J.@ 16"O.C. \ — _ I \ I A-2 FI R5T FLOOR PLAN \ \\ I A-3 SECOND FLOOR PLAN Lj 6 W,3 _ _ J \ ,I A-4 ROOF FRAMING PLAN AZEK CUSTOM RUN 5/4 X 3 WINDOW STOOL ( _ _ W13 _ w 8 W 13 _ _ –1 I \ TEMP RED GL,�55 —� A-5 ELEVATIONS USE AZEK ADAMS CASING WITH$FLF ( I \ \ I A-6 ELEVATIONS RETURNS ON APRONS �� - �� _ �� - �� _ �� \ I A-7 5EGTION5 & PLUMB. RISER 2 -111/4 1 8 3 „ 3 1'-,b" 3 -0 3/4 I1 8 3 „31, 1 8 \ / 3 .2 I 21--l" 3-2 2 -9 \ I A-b 51MPBON DETAIL SHEET 3'-2 5/16" 3'-8 11/16" \ I A-9 GENERAL NOTES PAGE 1 39'-11" \ A-1 GENERAL NOTES PAGE 2 A-11 N/A 5495QIFTr—�- - - - - - - - - - - - - - - -= - --- WINDOW 5URROUND DETAIL I I I I I A-1 N/A LL _�� FOR ROOF FRAMING A-1 N/A A-14 NIA 5EE 5HEET A-4 A-1 N/A r A-1 N/A W 5HEET NAME 2N0 FLOOR PLAN PROJECT# 3476 5HEET# DATE 11/24/15 � SCALE A3 1/4" = 1'-0" MANNO RE5. 325 kNELL5 ROAD PEGONIG, NY 11g58 ri '� _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - I � I8 , I ,2 ,2 I I : 2 X 12 R.R.@ 16"O.G. I E 2 X 12 R.R.@ 16"O.G. I I I I I _ol I ' 112:12 X 2 X 10 R.R.@16"O.G. I 2 X 10 R.R. @16"O.G. F – I E x 2 X G.T. @ 41"O.G. G.T. I �\-T- - - - - � - - - - - - - - --r- - - - - --� / I � 1 @ 4 "O.G. — — — — - - - - - - ---- - - --I - - - - - --� ,�—L - - - - - - - - - - - - - --i 2 X 12 R.R.@16"O.G. I 2 X 12 R.R.@16"O.G. / 1 I IRVING M. KU5NITZ P.E. W 12:12 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2X G.T. / I 23q LAKE 5T. \ �@ 4$"O.G. / � ry 4 o x I OGEAN5IDE, NY 11512 • H v Q v 3-1/2 x 16"LVL RIDGE BEAM 1 / 2X 10 RIDGE — v taj ryl — — 1CA 16-X66-8�0� 04 X1 \ I X / `\\ \��'° I ` I 5EAL & 516NATURE: 1 I \ I , 1 2 X 10 R.R.@16"O.G. I 2 X 10 R.R.@16"O.G. 2 X 8 R.R. @16' O.G. 4:12 \ I I x I M. i I I BA"-H Ia307'�1 � ' x CL 1-3/4X12"LVL RIDGE BEAl 4I r,3j � - - - - - - - N BEDROOM #11 ry I I II � X X d o �? II 4 I CA v 2 X 12 RIDGE n 2 X 12 RIDGEI I v Up x � I 4:12 X -� OPEN BEL IrI 4 ° I I NOTE: �j 2X 12 RID 1 ALL DRAt1NING5 AND WRITTEN x o MATERIAL APPEARING HERE IN 2 X 8 R.R. @16"O.C. 1 CONSTITUTE ORIGINArI. AND I UNPUBL15HED WORK OF THE - I �F I 1 I DESIGNER AND MUST NOT BE o I I X I DUPLICATED, U5ED OR 015GL05ED WITHOUT WRITTEN GON5ENT. p ICE&WEATHER SHIELD SHALL BE INSTALLED I J I I MIN.24"HORIZONTALLY FROM INTERIOR WALL, AND VERTICALLY TO ROOF. I 1< 2:12 ��O cV �P 2 X G. 30 YEAR OVER15#OOFSHINGLE `�`ELT � l S.I. . Olo 4 G \ I REV1510N5 5/BGDX I BEDROOM # PLYWOOD II I4:12 _ I 12:,2 NO. DAT 1550 VARIE51 I 2 X 6 G.T. —� ,�, \ v \ 1 1 5-2-16 REV. BREEZEWAY/ 2 X 6 SUB FASCIA ,2 ,2 _ MUDROOM 2 XSR.R. @4L'O.G. E 6:,z \ p \ 1 X 8 FASCIA — N Ca " .D 24"MIN. -_ -_ -_ I 2 X 12 R.R.@ 6"O. .X 2 1 R. . @ 16"O.G. \ \ EX 12 R.R.@16"O.G. X 2 X 12 R.R. @16"O.G. \ h GERTAINTEED TRIPLE 2"VENTED cV 2 X6 R.R.@16"O.G.\ x \ SOFFIT EE8:12/ \ (V \ I t 1515X231450LIDGROWN I — — I \ \ > ` ` I PLAN INDEX I' 1 X 6 FREEZE BOARD -� \ A-1 FOUNDATION PLAN 3/4 BUILD OUT UNDER I / / I \ \ I A-2 FI R5T FLOOR PLAN FREEZE BOARD V 1 5OFFITED EAVE A-3 SECOND FLOOR PLAN SCALE 1/2=1'-0" A-5 I // `\ I A-4 ROOF FRAMING PLAN Q NOTE* I / I I ` I A-5 I ELEVATIONS ALL 5OFFIT5, FA5GIA5, FRIEZE BOAR05'&GROWN x 2 X G.T. \\ A-b ELEVATIONS MOLDING SHALL BE"AZEK"OR EQUAL. I cv I @ 4b"O.G. 12 8: - - - - - - - - - Al SECTIONS & PLUMB. RISER — — — — — — — — — — — — — — — — — — — — — — — — — — — XS R.R. I 2 O.R.R. I I A-8 51MP50N DETAIL 5HEET 16"O.G. @ — — — — — — A-9 GENERAL NOTES PAGE 1 A-101 GENERAL NOTES PAGE 2 A-11 N/A A-1 N/A A-1 N/A A-1 N/A A-1 N/A A-1 N/A 5HEET NAME RENDERIN65 li PROJECT# 34-78 5HEET# J C DATE 11/24/15 s SCALE A4 1/4 = 1'-0" (I �Lrlr■■.. ��.■■rIr■�� _ `fir■■■rlrtc�j � � IIr■■■rIr► ♦ \, rrlr■■■rIt\�i • tttttt■\. ��r■r��r� �■i�1� ■■�1�■■■�1�■.ice � � � dttttttttttt►. �■■■rlrt■► - • -• -.- ttttttttt!►. �■■`■.Ir■`�.♦`■■■�■r■■■.■r■r■.■r■I .■ttttttt■■lmttt► ��■■�rlri■I�r■�i■Iirlr■.ir■■ - � .■tt■■■r��■■■■■�► IIr■■■1■lrrl---•-----■-----■-----■-- .■■■■■t■rj�\11■t■■■■► �Irrl■■.!r■■■.Ir■■■.!r■■■.Ir■■■.Ill : .Ittttt■ll tt■ltttg► Arlt■■■rIt■■■rIr■■■rIr■■■rIr■■■i - •.. ■1�■■■I.1�■■■.1�■■■.1�■■■.1�■■■.1�■■■.1�■■■.1�■■■r•' /ttttttttt n Ittttt■tt!► ��Ir■■■.Ir■■■.Ir■■■.Ir■■■.Ir■■■ dip r /■■!■t■■■■ll •- tt■!■■■■tt�► sirs+■■■.sr■■■rsr■■■rIr■■■rIt■I�rlrr■��I��■rrl��■rr1��■�rlr�■�rlr�■�r1��■�rlrr'" -® �r■�■r■r■>•Irrf■■I.Irrl■■IIr■■■r■■ ■I■I■ ■■■■1■■r■■■nlrl■■vIr■■■r■Ir■■■r■!r■■■1■Ir■■■,■Ir■■■1■r' /tttttttt■tit 111111111 ■tttt■\. �■■■,r■■■■■n�■■■��1■■,��■■■� wnuginuw lr■■■IIr■■■.Ir■■■I.1■■■■■I.Ir■■■�It■■■■I.Ir■■■I.1■■■■r I�tttttttttt■tl y ■tttttt■■■■■t\. r■■■.Ir■■■.Ir■■■.Ir■■■.Irr■■ Irl+■■■r■r■■■r■r■■■�I�■■■r!r■■1■.■r■■■�■■■r!� I�tt■t■■■t■■■■tt 1■■■■■■■■■■■ttt\. 0r■■■.Ir■■■.Ir■■■.Ir■■■.Ir■I ■■rlrt■■rlrt■■rlrrf■■.Irrl■■.Ir■■■.Ir■■■.Ir■■■r I�■■■■■sign■■■■■■fes■■t■■■■■■■■■■■■!\. \Ir■■■rIr■■■.!r■■■rIr■■■.■■ _ ■I■I■ nnrlr■or<Ir■■■�g■n■•r■Ir■■��■r■■■�Ir■■■.tr■r /�gtt■tt■tttttt■ttttt!■ttttttttt■ttttttttttt►. �■1■■■■■.111■■■.Ir111■■.Ir■■■r lr■■srmr■■srIr■■■rmrt■■rIr■■■rIr■■■rtr■■■rn ,tg■■■tl■■lg■mmtmlmlmtlm■■l■n■■mt■tm■■tttt■mtt■►. Arlt■■srtr■■■.Irl■■srlr■■■ Irl+■■■rlr�r■rlrrl■■rlri■■r1r�■■r1r�■■rlrrf■i r■rIr■■■rIr■■■rIr■■■rIr■I ■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rlr� •=tttttttttttttttt■tttttttttttttttt■ttttt!■■tttttt►. .r■rIr■■■rIr■■■rlrt■■r1■ - ■■■■rIr■■■rIr■■■rIr■■■rtr■■■rIr■■■rIr■■■r- •■n ■■■■nn■■■■nn■■■■m■g■■n■■t■ngn■g■t■■nnttmmtmt■■■lg► •■■■rIr■■■rIr■■■rIr■■■i Ir■■■rIr■■■rIr■■■rlrt■■rIr■■■rIr■■■rlrt. •gmmmmmml■■■■■■tttt■■■■gmt■■tttgmttgtt■tgtt■mttmttgtttl■. �■■■rIr■■■rIr■■srlr■■■ ' I �r1r■■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rI� _•_��t��t��t��t��t�■tttttt�t�tt■■��tttt■n�n�t��. 1.■.■>i■r■.■�.r■.■...=■.I ■srlr■■■rIr■■■rIr■■srlr■■■rIr■■■rIr■■■= .I■��■■■i■■■�r■�■r�r■r■r��i■�I�i��i�■■i��i�■��. ��■ii■��.��■��■�li■i■�� nr■rIr■■■r1r■■■rsrtg■■rIr■■■rlrrf■■rI�! .r■�■�■�■�■�.�■�.�■r■�■�.�■�■�■�■■�■�r■■■�■. �■�■�■■■■�.�■r■�■�■� ■Ir■■■rIr■■■rIr■■■r1r■I;lr■■■r■r■■■rIr■■■rIr■■■rIr■■■rIr■■fry --■■...■.��■�.■.��■�r��■�r■.�r.■�r�ir■■�r.��r.■�r��.�■�r��■�r��■�r��r.■ . • -• �t■jrlt■■■erg■■+I�■■Irsrrl■■rlrrt■■rlrrl■■rsrr<■■rsr■■■rIr■trl ■1rr■■rlrt■■rIr■■■rlrnorlr■■srlrllorlr■■■r■■■■■■rI■■■■■rgr��Ittttt■ttttttttttt■tit■■tttt■■■■tttt■■■■■■■■■■■■■■■ttg■I—!■■■tttttt—�■t■tt■ttttttttl - :• -• 1■rtr■■■rIr■■■rIr■■■r1■■�■rlrt■■rIr■■■r■rt■■rIr■■■rsrt■■rI■ • : �;.-• - �;`s�`+`1�``�=I`m�gr��s��I��Ir��I��I��(ilii,n�iiiiiiti■iiiiitii�tiiiiiitiiiigii■iiiiiitiiii �®� liitiiiiiiil �®� ititiiiil Igt mtlttllgtm■■stmt■■■■■ll■t■■■■t!g■l■■■■tgggt ■1r■■■rIr■■■rIr■■■.Ir■1�■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■I tl Ill■mttgtt■ L J tttttm■■l■gtttt ■rIr■■■rtr■■srlr■■■r1■■■■■rIr■■■rIr■■■rgr■■■rIr■■■rIr■■■rI■un Igtt■It■ttt■tttttt■ttttttttttttltttttmtmtl■l 1■mm!■■■lt■l 111■gg■■gIIIIII 11 • .. --. . . r■g■sr1�■rt�■1■Ir■Ilm�mrt Ii■r■Irrtr■r■Irrtr ■■■IIr>,■■r■Ir■tr■r■I■■■I ln■ ■t■■nll■■■■t■g„g■tttn■n■tttttt■■I■tttt■gttttt■■ t■tttttttttttt ttttttttttntltt r■garl■■■■srlr■orlr■1■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■ loll ® Ittm■Ittmtgttmtltgtmtt■mmmlt■g■nnlmmtl■n■ttttttttttgml■■■ttttmtttl■llltttttttmtttmtmlgtl ' �I��!1■rIr■■■r■■■■■■r■Ir■■■I�t■n■■rIr■■■rtr■■■rgr■■■rIr■■■r■r■■■rI■Intl 1■■■■I1I1I1lr �tttttttttttttttttt■tttt■tt!■tttlttttttttttt■ntttt■tttttttttt!■■■■tttttl Irstr■■■rlrt■srlt■■■rmt■■•i srt■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■r 1st 11111111■m■►" ■■ltgtttttttmtmttmtttttttmlllsnmttgttmttmttl■■■■ttlttgttttmt■■lmmtlllr■.■�Ir■.!rIr■■irI■■■I � ■■rllrt■■rIr■■■rIr■■■rIr■I■■Ir1r■■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■Imtl _ Ittgtmttt►" /t\. '\■mtmm■t■■lsmsml■■tmttmttttgtmsgmmlm!■■ttmtgttttlmtm■■■■■■t■■■ltttttll�■��.�■�.�■�■�.�.� ■■■■■■mr■■■rtr■■■rIr■■■.Ir■1■■rIr■■■rIr■■■rIr■■■rlrt■■rtr■■■ Irn - . - :♦• -. -• Itr■■II■rIr■■■rIr■■■rIr■■■r11�■■■■rlrt■■rIr■■■rIr■■■rIr■■■rIr■■�rlgt IN •�� gt■ttlltr' /l■■■►. '�snnn■its■■ns■tttttttnomosgsng■nsssslttmgs■■ms■■!■■■tit■sit■ttltm■I�r■■.rIr■■■rIr■■■r Ir1rr■■■rIr■■■rIr■■■rIr■■■I■lr■■srtr■■■rIr■■■rIr■■■rIr■■■rIr■�■�- 111111 selling i■l■t■t►. ��ttttt■tttttttt■tttgt■ltttttttttttttttn■gtttttttt■tttttt■■■tttgttl��Ir■+■rIr■■■rIr■■■ • •- � ■■rtlr■■■rtr■■■rIr■■srtr■1■■Irl+■■■rIr■■■rIr■■■rIr■■■rIr■■■rrr-::l Itttttt■tttttt■tr /tttttttttt►. '�■t■tttt■gnittttttttttttn■g■■ngn■■■t■nnttttt■■■n■■nn■not■t■■ttttl■■■rI■n■■r■■■■■orlr■1 ■■■■r■1r■■■rIr■■■rIr■■■i1t■■1■■rlrt■■rIr■■■rIr■■■rIr■■■rlrlr�:� Ittt■!■■■■■■■■■r� .i■■■■■■t■■■■■►. `g■■■ttttt■■tttttttt■■■■tltttltttttttttt■!■■tttttttttt■ttttttt■Ilr■■■rlrr<■■rIr■■■rI■ lrtrll■rlrrf■■rtr■■■rsr■■■rI■■■■■rsr■■■rIr■■■rIr■■■rIr■■■rte Ill■s■!holo■tr' I�■t■■■t■■!■■■■t■► `■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■ ■�■■■■■■■■■■■■■■■r■��sr■■■rsr■■■rIr■■■r irlrr■■■rIr■■■rIr■■■rgr■■>rrl■r■■■rtr■■■rsr■■■rIr■■■r1��: .N■S■O■■■■■■■r ��•�--��•�r-��.��-� ��.�`rtr■■■rIr■■■rtr■■■ r■rllrrl■■>■Irrl■■rIr■■■rIt■rlr■Irtrrfr■rsr■■■rtr■■■rIr■moi •-- -•---- It■tilt■t■lttt■■■■l�► �_� _��r�r■■■rIr■■■rlrrll no11■Ir■■■rIr■orlrto�Ir■Inr■r■■■rI■■■■■rIr■■■r-- _=�_ _ Ig■!■■■■lt■lln■tt■■■nng► -_`_. __` _--_ __ __ ■■■rtr■■■rI■ 1r■■n■rIr■■■rIr■■■rmrt■■rlr�■r■nrttnr:1�ii�r•'�...tmgg■:--__ _--_•- do■n■n■lnttttttttttt■lntt■t► ---=_ -- -=-- -=_=-- = ■��■�■r Irlrrt■■rgrt■■rIr■■■r1r■■a�r■■■rIr■■ rIr � � ----------------- ----------- - ------ ---, r . �■�rr .-.�.�... -- ,r...��..- --.- - .■- ---- .■t■tttt■t■■■■g■:_■= .gttttttttttt■tttttttttttttttt■g► _• ■ ��■■■■r.■■ ■r■rIr■rIr■r■r■r■■■rIr■■■Ir•Ir�irgrtr�rl�■l:� ------- `-----------_•-•-----------------------------.��■��. ■ .�I�■��■ ■��■ ■�.�■■■■■■■•�■■■.�■�■i.�■� �r■��g■■■�■n�■�■ng��■��■i■_ .gtttt■t■tit!■■t■ltstltttttttttttt\. �r�■■■rr�ir.■�rri�■�r��r.■■�■�■�r��■�r��i�!�i��■■■ii� i■■■ i ■i�� - ./ttttlttttttttt■ttttttt■tlttt■t■■■■■\. � —r riot■■rrrrrrrrrrrrrrrrrrrrrr-■rrrroirrrrrrrrrrrrrrrrrtll,tttttttttttttttt■tt�� - --- ./tttttttttt■!■r�-P—__ — ♦ttttttttttttt\� inglelll=llil 11 igiliitiii�PIN Kilo i]�■I • I■��iiiiil�iiiiil��■I • I■��iiiiiil — — ■■tm■■Ilmtttlt■tttttttgt■tss■■■■Igo■■mgtttll■!tttttttt■■■lttlll ■■1 tgtl I■■!g!■■■sit■■II■lt■mit■!1_ ® I■t■■■lsomlll■mim ® Iltt■ tttgl ® ■■■tt1 = ■tit tgt mgt■ tt■tllttggt■■■■tl■■■mmlll Ill ---- --- Il■t ■■gmtt■t■lgttl■l■■■■■troll I■■■■■grog■tl■o■ll- - -- Itttt■tlltttltt!■t■t ■m till m Ittttt Imo■■I 1■■■■■I - - —g■nmgtlllmtmis■ttttsn■■smss■stmmmngm■gsg■tlltm■mit■tttgttt■nllg III s■!1 ! 1It■t■ngns■tltt■tt■tlIllll■mg■tm■ttnllntlnt■n■tt■■mt■mt■ttttttmtt■ttttttttttttt.t■.t■.t■.t■ag■tllmIlml.t■.t■alllllat■t■a■■t1li'lll.tt.lt.■g■tt■■ttttttttttttttt■tt■■t■t■■tt■t■tttlll■u■11 , ■�■ gloom ■■■■1 I■■■tt■m■mI 1■■ l■■■ MEN I■I. I■l■■1 111..1 MINE t■■■t■t1 III tt■1 ■ I■ltlllllmnl■ttt ■t■■t 0111111111■ 1111 tttt■ttttttttt■t■t■t■lmtl �', w ■.■■■ll■■■I■tgml 111111 l■■■tl w 1■■rot■I . . .■lm■■Illttltt■■■■■■t■■■■■■■■■■■I■■■Ill■■■■II■tttttt■■■■■■t■■Ill III , li ■■■1 1...■■.■....■.11....m.a.1 _�_ 1.......all...■. _�_ at!! ■■l■t Immotttllgtgll■■■l■tmtgttt■gtttmmmt■■Itttgl■tt■■■■■tit■t■nmol Ill l■■t ■■■■■t■■■■■■■I■t■■t■■■■■I I■■!tttttttt■■■ll 111111 11111■■I 1■mull - ■■ttttllgttgs■tltmttt■tttt■tttttttt■Imm■■■ill■t■t■tm■mtmt■t■tllm !II to■1 I■tmgm■■■rot■nsllttttls■stl lots■tglooll■■l■g smtlm ttttl Inttttl �•`►�. 1■■■■■■Ir■■■■■■■■tttttt■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 1■■ 1■■■ ■■■■■■■■■■■■■■■■■■■■■■■■I I■■■■■■■■■■■■■■■1 I■■■■1 1■■■■I ■�■■■■I ��■...� 0 EI47WW •{ �{ \ 7 7 —�E i� �-7{ � E•{ E► 7 Er : : ..■sr1► i6i: �ed1. �66i: �ed1: �elii: �Od I �0 X061: RIM .moi■rIr■■■�� e. � 0 � e � 0 � e � 0 I ! �� e � /! � � � � m ��1r■r■rIr' � � M � � � � � � � � � � � � � � • i�irt■■rlrtr �a�� It �� pal �� Ir �s�►��s� ��s�►��le 0��w 0��e ��e ��j�a �I��s�►��s�►� ��rs�i►►��s�►� ■..•rIr■..r1�...rl�...��i■■rtrt■■� a0 �0 _ X01 ap. Ir��.�■�■�.�■�■..�■�■�.r1r■■■rIr/' I�ttlttmlm► 1�� p�. _ �. _�. _ � .d..c �_. _ a0��0��t•O��i�O�� itlr■■■rtr■■■rIr■■■rIr■■■rIr■■■r� Iiss■tot■!nth ■Ir11■rIr■■■rIr■■■rIr■■■li��■■■rmr■�' I�ttgttltgmgmtts► ■-Itr■rmr■■■rlrt■■rIr■■■rIr■■■rIr �■mm■lsmtlttmttt■■g► r■�IIr■�ril�■rnt>:�rigr■r■�Ir�►r d�t��ln��. _ _ MIN . : - ��I�1■rIr■■■rIr■■■Irl+■■■rIr■■■rr' .■ttt■■tlmmttltttt■■■■■ltt■\. �■�:i:�■�: �:.:�■�:i■t■�.i■�■�.i■�■ii■�■i:.■� � � � � i • r■IlMsrm■■■■sr1■n■srI■■■gI■rmr■■. ,ttg1■ttt■ng■■n■mmmggtt■■n■■g■\. '-■-----■- .■-■_-�■_■_-_■�-�-_■_■_-_■_-_-_■_---, 1■■tl ■rIr■■■r ■rIr■■■rsr■■■rtr■■■r1r■■■rIr■■■rsr■■ rtrl��lg�■ r■��`�r�■fir .gmmmntttmttttmtmsmlmttttttttsilt\. r■rIr■■■ I■■rIr■■■rlrrl■■rIr■■■rIr■■■rIr■■■rIr ' ' ■�■1■r1t■■srlrmrlr■■■rtrrr •�ttttgttg■tggtt■llttlgt■■ttmgt■■■■t►. �■■rIr■I ■■■■rIr■■■rIr■■■rIr■■■rIr■r■rIr■■■rl ■rlgltrl■rIr■■■rIr■■■rIt■■■r1► /tttttttt■■tmlttttmttl■■■■tgt■l■■■■ltt►. �■■sr1■ 1 ■■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■n sn■Ir■■■rmr■■■rIr■■■rIr■■■' /tttttttgstt■sn■nottlt■mttttmtmgtttts■mmt►. �t■.r �1■■■■■rmr■■■rIr■■■rg■■■1■■rI■■■■■rIr■■ + , n■■r1:■��iii�■li ri�� Iiiiii�iiiiiiiiiiiiiiiiiiiiiliiiiiiiiiiiiii. �i■in i■�■�■��■ri�+�■��:�■■irt■�■t■�i■ ■rI■Itr�rlrg■rrlrt■�rlrtr' 11■11■■■■■■■■■tmmttggtt■11■■■■ttggttt■■mttmtngtttt► �I■ rIr■+■rIr■nr1■■■I■�r•r■nr■Ir■■■rIr■■■I■��■it11��■iA��■i1�■�n�■ ` 1■■r_.-=----.-----.-----. �r ■rltt■srIr■■■rIr■■■rIr■■■rIr■■■rIr■■1r■■■rlrr■■Iilrr■■rt■ir■■r1■■■ � r■rl■r■■r■■■r■rl■r■r■fit■► 1�tttloll!■1■1■■■■■■■■■■■t■■!1■■tllttgmttt■ottt■■■1111. .■ I■■rIr■■■rlrt■■rlrt■■rIr■■■rIr■■■rlrilrt■■rlrtr■rIr■■■rIr■■■rIm x I� IIr =SSr•.��■�:��r" I�■■■■■■t■■■■■■mtmmmlttttttltt■■lttttttm■ttttttttmttttts► ,� ■■■■rtr■■■rsr■■■rIr■■■rIr■■■rIr■■■rll■rIr■■■rIr■■■rsr■■■.Ir■■■■ � � � � � •j, ■i■■ �i�tttmttt■gtt■■m■mmtm■tgmt■ttmg■■■ngssogtggssn■tgso■■gnmt■g► IIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rtr■■■rt■■rIr■■■rIr■■■rtr■r■rIr■■1 �. �■��► isttt■■■gttg■tttttt■■■■■■tsmgtm■tttl■t!■ttttttttt■tttgl■■■11■\► ■rIr■■■rIr■■■rIt■■■rIr■■■rIr■■■rlrt■Itt■■rlrt■■rgrt■■rIr ■iter■ '►►�`. I�■�—■r �■rrri��■��r•r■i�r■rrri��Lr ��■■.Iggtl■■■■■■l■■t■■■tg .oil mttgtttttgtgg■n■ng■g■tngn■ttgtgltnnnn■■mm�ngtttg■■■ttl■m■t■n� I■■rIr■■■rIr■■■rIr■■■rIr■■■rIr■■■rIg■--- -- - -- - - -- ---7■rIg � "" .� , ■tttttttttttt■1111." glolgt■■■■g11!■lttttlttgttgtlnmtttttttttttt■llmtgttt■■lilt■■■■■t1 �■■■rIr■■■rIr■■■rIr■■■rsr■■■rtr■■■rL��■��■�i.i�■�■■■�s■■� ■�Ittttttt■ttg■■■■■YI Itttttttttmttmtttgtsgnnsnsint■■■■•■■■■gm�sttttttlt■■tg■tillmgt■ltl IIr■■srlr■r■rIr■■■rIr■■■Irtr■■■rtr■ ■■�1rt�I�■IIr■■1 I■■ttttttttttt■gttt■gttt■toll■tttttt■ttttttt■!tt■tt■otV" ��■■tttttt■■■stmt■tttttt ■+Iris■rIr■■■rIr•■■rIt■■■rIr■■■Ir■r■■■>rIr■■■rsrY■■ Irsr■ ��lll�� u■■■g■tgt■■■g■n■n■tgnl I�■rIr■■■rlrt■srlrt■■rrrt■■I■1rt■■rIr■■■rIr■■srlrt■■rlrtr■r■■rn Itt■■ulggg■mmttngglttgtnnnl■1■nnnn■■nnn■g■■■■■■■■■■■r �� ■■■rIr■■■rIr■n■rlrtr■rIr■■■rIr■■■rIr■■■rmr■■srlr■■■rIr■■■■■■■■ , 1■■■lttttttttt■tett■tttttlttnttttgtt■ttgttgttl_ 1■g■■t■mtt■t■ttm IgI■rIr■■srltt■■rIr '�1■rIr■■■rIr■■■rIr■■■rIt■■■rtt■■■rtr■■■rlrnmrt■1 Igmt■Ilnnn■■■m■■■g■■tmm■■n■m■Ittmtttmtt■ng■nn■m I ttt■■■■ngt■■nnnl l�■■■rIr■■■rIr■■■� `�■■rIr■■■rIr■■■rIr■■■rlrt■■rIr■■■rIr■■■rg■Ir1r■ r i r ■■lgm■■tttttt■lttt■tltt■■■ill■■■tett■■■t■!t■■■I �■■■■■■■1�■■■■■■■1� ��1� 1■s■o■■!m■lloomm IIIc■■■rIr■■■rlrr' ■■■rtr■■■rIr■■■rIr■■■rIr■■■rmr■■■rtr■■■r■■rim ® Itgt■Iltggt■tgtttt■■t■1■ll■m■Itggtm■tttttttttmm moss■mm■ll■■lool I■rIr■■■rIr■■■r� Igt► ■■■r1t■■■r1t■■■lift■■■rtt■■■rIr■■■rIr■■■■■■■■ !► r Itttttltggmt■tttttttt■■m■mtmll■t■gttt■!■tttt■■■I loom!■■m■o■o■■■■ In■rIr■■■rlrt■' dtttt► '1r■■■rIr■■■rIr■■■rIr■■■rIr■■■rgrt■■r•lrtlmr■■I ®©�®® Img■nll■■■n■n■■■■■■g■■n■g■■■■1■■■ngn■■nn■g■n■■1 tttt■t■gnn■■mttl I■■■■rIr■■■r1� .gnnnlmtg. .1r■■srtr■■srgr■■■rlrt■■rmr■■■rIr■■■rg■:::� I I losing ssnn■■ns■t■■■t■t■t■■■sllsn■t■■t■t■■■■■■■nl -®- -®- -®- -®- 1■■■■■■ltttt■■■■ lgr■■■rIr■■■I/ .It■tttttt■l. 'rIr■■■rIr■■■rIr■■■rlrt■■rlrt■■rIr■�I■r■--�• 11nsn■tttt■tttttttt■■t■Ittsngstttttmnsttm ■onsomm■m■ltm■■I I■rtr■■■rIr■► /mtml■■■l■tm■\► �rlr■■■rIr■■■rIr■■■rIr>t■■rlr■■■rtr■■■rtlr■ ®��®� Iirlr■.i■■Ir■■i�Irl�■■��ru ••�.-•�•••-_�•• � ` ■rIr■r■rIr■■■rIr■r■I.Ir■■■rIt■■■rIr■■■rI■ I . ! ■.��■�■��■�■��■�■��r ttmlm■ttttttt■tgtl■lttlltt■tell■tttttt■■tl Igt■■■■l■■■■■■■■ I�-.---.r.-r: Jttt!■lsnttttlmt\. �■rlrr■■rsrrl■■rlrrf■■rsrrf■■rIr■■ srrt■■. , , , Ir■■■r1t■■■rlrt■■rIr■■■Imttm■tttttt■■■■■■ltgt■1■■■ttgl■■■■■■tt■I ■■■tttttt■■■■lgl I:: ./tl■t■mlmttl■ttllst\. .■■■rIr■■■rtr■■■rtr■■■rtr■■■rtr■ iter■■r Irt■■t■■rIr■■■rIr■■■rsrtttt■■■■■lggt■tttttt■■11■t■mggl■tttt■t■■tl 1■■■■■tmtmttt■■l .:�_�:� ./mos!!s■■gloolo■tttm■t\. �■■rIr■■■rtr■■■rIr■■■rtr■■■rIr■■■rIr■ r■rIr■■■rIr■■■rIr■■■r1 •` /tmgtgottg■■■■stmmn■■nmol\. rt■■rIr■■■rIr■■■rlrt■■rIr■■■rIr■■■r1■ I ' ��® Itttttttlssmttttttgttttl■tgttsn■1t■■■■nmLrr.......rrrrrrr.......rrr......gttg■stmt■ltttnl 1�= ■■■■rIr■■■rIr■■■rIr■■■rll■■■■■■■■■■■■■■■■■■■I■r��■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ �� /■!tttttttt■ttttttttttt■t■■■►. `Ir■■■rIr■■■rIr■■■rsr■■■rIr■■ sr■■■. 1r■■■rIr■■■rIr■■.rlrr r_ = ___ __■=_-�:_ -___■==—_-= _■= Itttngnnttt■tmmtttttmtmttmtt■l■►. iIr■■■rIr■■■rtr■■■rIr■■■rIr■11�■rIr■■r ©©© % 'rIr■■".I■■■■■'itr■■"'�__�.==__ �__=_:____=___=___==__==___=___—=-__: It■l■tgsnttttt■mtmttt■tttt■ttttttt►. •rIr■■■rIr■■■rlrrt■■rIr■■■rIr■■■rIr■ ■■+Iris■rIr■r■r■r� �:�__=_ �__---=_=�� It■■rlrt■■rIr/r� = i ■_ �:_�:� __�D' Imttt■lmlttt■■■■■■■■m■■■■■■t■■■■t■■■■► .rIr■■■rIr■■■rIr■■■rIr■■■IIr■r■rI■ - --._---- ----------__.---------------------------_-.-__-_ .ltltml■tttt■■■■■■mtttttttltt■t■tttg■ttt. ■r■r■■■rIr■■■rgr■■■r■Ir■■sig■■■■•■ �� ; I�■IM---■�■�■r��_�+r-_fir` �_-�:-__�=r:=__-_-�_-_�__-_�__:�__:err_=�_-_� �■■rlrl■r■rsr■■■1■l■■■■■rI■n■I■r'Ir■■1 ■rIr■.■rte%■� -- �_= == _ ICE&WEATHER SHIELD SHALL BE INSTALLED M A N N O RES. MIN.24"HORIZONTALLY FROM INTERIOR WALL, AND VERTICALLY TO ROOF. 30 YEAR ROOF SHINGLE325 / \ELLS/ ROAD OVER 15#FELT 5/8 COX PLYWOOD VARIES PE NIG, NY 11 q58 2 X 6 SUB FASCIA 1 X 8 FASCIA 24"MIN. GERTAINTEED TRIPLE 2"VENTED Kers�wNw wsF�FRe�RG9B SOFFIT 14R,uEk LABINb 1 318 X 2 3/4 SOLID GROWN I I L I bF LI —1-A- 1 X 6 FREEZE BOARD I TJ Li elncH vw.cBwIN�Lw wRAP LN Aa smEs 3/4 BUILD OUT UNDER FREEZE BOARD INB*ALL 9/d INCH BUILD Oui unpER cABI1.G AND HE,N vIELE —LL 5OFFITED EAVE I Li A_5 SCALE 1/2=1'-0" 11 i 1 NOTE' li AEK LAB-LHR"N B,d r 3 wlnL ALL 5OFFIT5,FA5GIA5, FRIEZE BOAR05&GROWN Lw BILL I, use ueR r,LAHs cnslNv wml 4= MOLDING SHALL BE"AZEK"OR EQUAL. R r R BLnAPRL 0 WINDOW SURROUND DETAIL it LLL i r. E (ZE5 r. 0 N N 2 IRYIN 5 M. KU5NITZ P.E. 23q LAKE 5T. AUL ITI I _7E I OGEA�N5IDE, NY 11572 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 1: 4 516-�ob-86705 - - - - - - - - - - - - - SEAL & SIGNATURE: i REAR ELEVATION Na 3s�A%, Q� 0 ALL ViINDOW5 5HALL BE "MARVIN INTEGRITY" ALL DRAJNINGS AND WRITTEN GA5EMENT5 WITH LOW-E 67LAc55 MATERIAL APPEARING HERE IN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE WINDOW 5GHEDULE DESIGNER AND MUST NOT BE NUMBER QTY FLOOR WIDTH HEIGHT DUPLICATED, USED OR DISCLOSED W01 2 1 20 " 14 " WITHOUT WRITTEN CONSENT. W02 6 1 20 " 58 " W03 14 1 1 24 " 24 " w W04 1 1 2611 12 " 141 1 W05 2 1 2b " 1011 11 IT 11 11 111 WO6 2 1 2b " 58 " REV15ION5 W07 1 1 38 " 10 " WOS 1 1 5b " 1211 1 T I I I 1 11 NO. DATE ISSUE W09 5 1 35 " 14 " 1 5-2-16 REV. BREEZEWAY/ W10 q 1 3b " 55 1 1 T I I I I 1 11 1 T MUDROOM W11 3 2 18 " 36 " N12 2 2 2011 5011 W13 4 2 20 " 58 " IT W14 4 2 24 " 24 " W15 2 2 2411 4511 PLAN INDEX ' W16 2 2 28 11 10 " A-1 FOUNDATION PLAN yl 1 2 2 26 " 50 " _ W l b 1 2 2 13a " 110 " 1 11 1 1 1 T I I A-2 FI R5T FLOOR PLAN W19 2 12 13b " 15511 m A-3 SECOND FLOOR PLAN W20 1 13 11b " 136 " EGRE55 EGRE55 ' ` ry A-4 ROOF FRAMING PLAN ,r E A-5 ELEVATIONS C A-6 ELEVATIONS A-7 SECTIONS & PLUMB. R15ER 41 11 LLcl A-8 51MP50N DETAIL SHEET cl If I Ln Hill JL ALIL L I I ILL Li 111111 A-q GENERAL NOTES PAGE 1 'r A-1 GENERAL NOTES PAGE 2 Ay11 N/A A-1 N/A A-1 N/A . 5 .. A-1 N/A 0 00 A- Id N/A SHEET NAME ELEVAtTION5 PROJECT# 3418 SHEET# FRONT ELEVATION DATE. 11/24/15 �. SCALE 1/4" = 1'-0" ,I 1, ,f • a MANNO RE5. 325 WELL5 ROAD 4"ROOF VENT 4'ROOF VENT 4'ROOF VENT ROOF PEGON IG, NY 11958 12 12 BATHROOM#1 4'V 3N 3'V TV 2N LAV 2•V T CO �r 2'W 3'S 2•W 3•S MASTER KITCHEN POWDER ROOM#1 BATHROOM 31VR FG Wlb W16 LAUNDRY 3•S 3•v 3•v I 2v 2'V 2N 7 2 AV z'v 2v 2-V SINK SINK 2'V LAV LAV t 2'V 7V INSULATION NOTES` I R-1 q BATT IN ALL EXTERIOR 2 X 6 WALLS c.o C.o C.o Tue R-1q BATT IN BASEMENT CLO. W12 1^117 N111 wty = sTFLooR c.o sFowER R-30 BATT WITH VENT BAFFLES IN CATh4EDRAL GLG5. 2va 2 N 7w z w 3•S 2'W 2•W 2'W r C/O 3•W R-35 BALL IN ALL FLAT GL65. I:=�l m 2X56-J. [4 @ 16" O.G. 121-011 A.F.F. CONTINUOUS W 10 X 1q OVER DOOR5 W/4"STEEL 12-14 GOLUMN5 TO HAVE A CONTINUOUS LOAD PATH TO 4'W 3'S AIR TOP OF FOUNDATION WALL&BE FASTENED NITm VENT 2-5/6 X 12 ANCHOR BOLTS AT EACH COLUMN esMT 1 BUILDING wos BASE PLATE. C/o TRAP — — — — — — — — — — — NOTE: 4'DIAM.C 4'DIAM.C.I NEW FIXTURES TO COMPLY W/ JE JUL 10L IENEW YORK STATE D.E.C. — — — — — — — — — — — — — — REQUIREMENTS FOR CERTIFIED CONNECT TO NEW WA I ER SAVING PLUMBING SEPTIC SYSTEM I � FIXTURES I RV I N G M. K U 5 N I TZ P.E. � iNO2 WO6 1N06 YV02 s wos E OO PLUMBING RISER DIAGRAM 239 LAKE 5T. oo MASTER OCEANSIDE, NY 11512 J/ BEDROOM I 516-X66-805 m L4 SEAL & 516NATURE: STEP FOOTING @ 2:1 RATIO(TYP.) i; UNFINI5HED BA5EMENT � �pfESSIOryq~\ G M, k4;SA"�y� r 240#30 YEAR GAF ARCHITECTURAL ROOF k; '30# FELT +' I 12 I ICE & WEATHER SHIELD SHALL BE INSTALLED MIN. 24" HOROZONTALLY 9 INV1 FROM INTERIOR WALL, AND a 36��t. VERTICALLY TO ROOF. 4 IG 5EGTION 51MP50N H 2.5 r, I R-35 KRAFT FIBERGLA55 BATT F 1/2 COX PLYWOOD — INSULATION @ FLAT 01-65. 2 X 6 SUB FA501A nnnnco 0000 K b"ALUMINUM GUTTER / 5OFFITED EAVE DETAIL 1 �� 2' 1/2 DRYWALL ON ALL CEILINGS ALL DRAWINGS AND WRITTEN 1 X 5 AZEK FA501A BOARD 2)2 X b TOP PLATES MATERIAL APPEARING HERE IN CONSTITUTE ORIGINAL AND GERTAINTEED VENTED R-1q KRAFT FACED INSULATION UNPUBLISHED Y40RK OF THE VINYL BEAD BOARD1/2 DRYWALL DESIGNER AND MUST NOT BE 1/2 COX PLYWOOD OVER 5UBFLOOR DUPLICATED, USED OR 015CL05ED 2-3/4 SOLID GROWN WITHOUT WRITTEN CONSENT. 1 X b FRIEZE BOARD WITH 3/4 BUILDOUT 3/4 T & G 05B 5UBFLOOR 12 \ RIDGE HEIGHT NOT SIMPSON L5TA36 DETAIL 9 I I X 11-1/5 BGI cI0 TJI FJ @ 16" O.G. REVISIONS 12 TO EXCEED 22'-0" STRAP @ 16 O.G. PAGE G-1 DATE 155U � ABOVE GRADE 1/2 DRYWALL ON ALL CEILINGS 1 5-2-16 REV. BREEZEWAY/ MUDRODM co 12 (2)2 X b TOP PLATES MAIBEC CEDAR SIDING W/5" EXF05URE 11 R-1 q KRAFT FACED INSULATION L_ TYVEK HOUSE WRAP 1/2 DRYWALL FLAN INDEX 1/2 COX PLYWOOD 1/2 COX PLYWOOD OVER 5UBFLOOR 2 X b WALL FRAMING @ 16" O.G. A-1 FOUNDATION PLAN 3/4 T & G 055 5UBFLOOR w•I•G• M TER B 0 51MPSON LSTA36 DETAIL q A-2 FIRST FLOOR PLAN STRAP 1 b" O.G. PAGE G-1 >— PH05 SIIIMP50N DETAIL 11 I 11-1/5 BGI q0 TJI FJ „ A-3 SECOND FLOOR PLAN HOLOOWN5 AS REG, PAGE (5-1 w6q;�� @ 16 O.G. A-4 ROOF FRAMING PLAN (2)2 X 6 ACQ SILL PLATE A-5 ELEVATIONS TERMITE SHIELD & SILL SEAL L R-1q KRAFT FIBERGLASS BATT A-b ELEVATIONS INSULATION OYER GRAWLSPAGE 1� VARIES A-1 5EGTION5 & PLUMB. RISER FINISHED GRADE 5" MIN. BELOW TOP OFI II '. 12" POURED CONCRETE WALL A-S 51MP50N DETAIL SHEET cn FOUNDATION WALL I II A-q GENERAL NOTES PAGE 1 o E4" POURED CONCRETE SLAB OVER b MIL POLY VAPOR BARRIER A-1 GENERAL NOTES PAGE 2 GARAGE I III—I I�=1.1,_ l i _ —III—I I I I—I I I III—I I I 5/5 X 12" ANCHOR DETAIL 14 —I _ — — —I — A-1 1 N/A BOLTS @ 32" O.G. .PAGE G-1 _ _ I j = _ �I— — A-1 N/A 6"POURED CONCRETE MIN. 2 PER WALL — _ — — — SLAB OVER WIRE MESH 4" GRAVEL BASE OR A-1 N/A PITCH SLAB 3" (2)#5 HORIZONTAL REBAR AT TOP OF WALL COMPACTED 501E &VAPOR BARRIER VERTICAL#5 REBAR @ 12" O.G. A-141 N/A WATERPROOFING MEMBRANE A-1 N/A 8"POURED CONCRETE WALLS ON A-1 N/A . 16"X 8"FOOTING WITH 2-#5 REBAR (n GRAVEL SHEET NAME ii SEGTIONS S�GTION 3 24"X12" CONCRETE FOOTING WITH 2 -#5 REBAR ° 5EGT 10N 2 TO BEAR ON VIRGIN SOIL. MIN. 3'-b" BELOW li n FINISHED GRADE TYPICAL WALL 5EGTION PROJECT# 3418 SHEET# i. F DATE 11 56ALE = N .T.5° 5GALE /24/15 Amol 1/4" = 1'-0" I W I i y it MAN N O RE5. ° NAILINGSCHEDULE t, 325 !TELLS ROAD y JOINT DESCRIPTION #OF NAILS NAIL SPACING PEGONIG, NY 11 q58 • • ROOF FRAMING ROOF RAFTER. SEE FRAMING PLANS. RAFTER TO TOP PLATE(TOE-NAILED) 3-8d PER RAFTER CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d PER JOIST o ° MODEL MEMBER SIZE FASTENERS CELING JOIST TO PARALLEL RAFTER(FACE-NAILED 8-16d EACH LAP 0 0 COLLAR TIE. SEE NO. W RIDGE CARRING EACH CELING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 8-16d EACH LAP o FRAMING PLANS. MEMBER CLIP COLLAR TIE TO RAFTER(FACE-NAILED) 3-1Od PER TIE END 2- d EACH END0 MODEL MEMBER SIZE FASTENERS UPLIFT HRC22 19/16 2x OR 16-10d x 1 112 2-10d x 1 1/2 RIM BOARD TO RAFTER(END-NAILED) 2-$6d EACH END 3/4"WID NO. TO TO AVG. 5SECURE COLLAR TIE RAFTERS PLATES ULT. W/(5)8D NAILS WALL FRAMING MATERIAL:HRC22 HCP2 2x 6-10d x 1 112 6-10d x 1 1/2 2017FINISH:GALVANIZED MODEL GA. DIMENSIONS FASTENERS TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d 1 PER FOOT NO. INSTALLATION: TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d JOINTS-EA. SIDE W L NAILS USE ALL SPECIFIED FASTENERS. STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. MATERIAL:18 GAUGE. ON END OF RIDGE-USE OPTIONAL DIAMOND HOLES ON HRC22 AND HRC42 TO SECURE ' HEADER TO HEADER(FACE-NAILED) 16d 16"O.C. @ EDGES FINISH:HCP2-GALVANIZED OR Z-MAX;HCP4-GALVANIZED. LSTA30 18 1114" 30" 22-10d THE HRC.BEND FACE FLANGES ON HRC22 BACK FLUSH WITH RIDGE AND COMPLETE TOP OR BOTTOM PLATE TO STUD(END-NAILED) 1-16d PER STUD NAILING. INSTALLATION: HRC22 ON FACE OF RIDGE-ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-16d 1,2 PER FOOT USE ALL SPECIFIED FASTENERS. ATTACH HCP TO DOUBLE TOP PLATES;BIRDSMOUTH ONT REQUIRED FOR TABLE LOA DOUBLE BEVEL-CUT HIP MEMBERS TO ACHIEVE FULL BEARING CAPACITY. END JOIST OR BLOCKING (FACE-NAILED) THE HRC MAY BE SLOPED TO 45'WITH NO REDUTION IN LOADS. INSTALL RAFTER AND COMPLETE NAILING.RAFTER MAY BE SLOPED TO 45°. °(HRP) HIP CORNER PLATES °TENSION STRAP @ RIDGE °COLLAR TIE TO R.R. WHEN C.J. ARE OMITTED °ROOF RAFTERS TO TOP PLATE FLOOR FRAMING JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d PER JOIST DETAIL DETAIL DETAIL 4 DETAIL BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END � BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 2 BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d EACH BLOCK `) SCALE: 1"=1'-0" K: SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1 '-O" LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d EACH JOIST JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d PER JOIST BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 1 PER FOOT ROOF SHEATHING IRVING M. KUSNITZ P.E. STRUCTURAL PANELS 0 DIMENSIONAL WOOD 8d 6"EDGE/12"FIELD 23q LAKE 5T. OR MICRO LAM BEAM. DIAGONAL BOARD SHEATHING FLUSH MICR LAM HEADER. SEE FRAMING PLANS. 1"X6"OR 1"X8" 2-8d PER SUPPORT OCEAN S I DE NY 11572 1"X10"OR WIDER 3-8d PER SUPPORT CEILING OR FLOOR • JOISTS.SEE FRAMING i s �i/rw CEILING SHEATHING' 516-166-8105 o • PLANS. o . SECURE JOISTS TO GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD GIRDER OR HEADER WITH �LGLT}OR WALL SHEATHING {LHGLT BEAM F SIMPSON STRONG-TIE ' HANGER}AS MFTR'D. SEAL & 51GNATURE: c METAL JOIST HANGER BY SIMPSON STRONG- STRUCTURAL PANELS 8d 6"EDGE/12"FIELD MODEL GA. FASTENERS FIBERBOARD PANELS Simpson Strom-Ti- #LU 28 TIE. DEPTH AND BEAM NO. HANGER TO MATCH 7/16" 6d 3 3"EDGE/6"FIELD TO TO TO UPLIFT SP4 MODEL DIMENSIONS FASTENERS AFTERSITRIUS PLATES TUD W L TO TO N0. THAT OF JOISTS). 25/32 8d 3 WEDGE/6"FIELD �OFESStONq� H8 18 5-10d x 1 1J2 5-SDS 114 x 1 1/2 8-8d 745 STUDS PLATES GYPSUM WALLBOARD 5d COOLERS 7"EDGE/10"FIELD gF� G M. FNc� �J�� Q SPH4 3 9116 8 314 10 HARDBOARD 8d N/A 10dx1 112 4-10tl PARTICLEBOARD PANELS 8d (SEE MANUFACTURER) DIAGONAL BOARD SHEATHING ` mac... 1"X6"OR 1"X8" 2-8d PER SUPPORT °HURRICANE TIES °(SPH) STUD PLATE TIES °FLUSH MICRO LAM HEADER @ FLOOR ASSEMI °FOISTS TO FLUSH WOOD OR MICRO LAM GIRD R OR 11 1146,gwIDER 3-8d PER SUPPORT FLOOR SHEATHING a 369� D ETAI L DETAIL DETAIL DETAIL6 7 8 STRUCTURAL PANELS SCALE: 111=11-011 SCALE: V=V-0" SCALE: 111=11-011 SCALE: V=11'4' 1"OR LESS 8d 6"EDGE/12"FIELD GREATER THAN 1" 10d 6"EDGE/6"FIELD DIAGONAL BOARD SHEATHING 1"X6"OR 1"X8" 2-8d PER SUPPORT Use every other nail hole CUTLENGTH 2ND FLOOR WALL MODEL DIMENSIONS FASTENERS 1"X10"OR WIDER 3-8d PER SUPPORT in a row to provide the code-required minimumEND NO. NO.OF SIMPSON center-to-center LENGTH PROVIDE 1-1/4"X 20 GAGE GA. W H B DIA. SDS 1/4x3 WOOD d ? spacing for nails STRAP W/(4)8d COMMON NAILS IN EACH END PHD5-SDS3 14 3 119/16 2 718" 13/8" 5/8 2- x /2 ® 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. NOTE: CLEAR PROVIDE#LUS26 ® IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, SPAN MTL.JOIST HANGER 40 NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE ALL DRA:INING5 AND WRITTEN BY SIMPSON STRONG- MATERIAL:PHD5 SDS3 ® CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. MATERIAL APPEARING HERE IN TIE. FINISH:GALVANIZED ® 2 WHEN WAWLL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED#OF GON5TITUTE ORIGINAL AND INSTALLATION: NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. UNPUBLISHED WORK OF THE END USE ALL SPECIFIED FASTENERS. DESIGNER AND MUST NOT BE Provide minimum LENGTH PLACE THE PHD OVER THE ANCHOR BOLT. 3 CORROSION RESISTANT 11 GUAGE ROOFING NAILS AND 16 GUAGE STAPLES ARE PERMITTED, CHECK end distance 7 INSTALL SIMPSON'S CODE-RECOGNIZED SDS 1143 WOOD SCREWS,WHICH ARE PROVIDED IBC FOR ADDITIONAL REQUIREMENTS DUPLICATED, U5ED OR D15GLO5ED Equal number of WITH THE HOLDOWN.(LAG SCREWS WILL NOT ACHIEVE THE SAME LOAD.) FOR HOLDOWNS,PER ASTM TEST STANDARDS,ANCHOR WITHOUT WRITTEN CONSENT. specified nails FOR AN IMPROVED CONNECTION,USE A STEEL NYLON LOCKING NUT OR THREAD BOLT in each end Simpson Strong-Tie ADHESIVE ON THE ANCHOR BOLT. NUTS SHOULD BE FINGER-TIGHT PLUS 1/3 TO 1/2 TURN ° HIGH WIND ANALYSIS : CS Coiled Strapf WITH PROVIDE#LTS12 STRAP SEE SSTB ANCHOR BOLTS,PAGE 18,FOR ANCHORAGE OPTIONS.THE DESIGN ENGINEER W/FASTENERS AS PER MAY SPECIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RESIST THE TENSION LOAD • A WRENCH,WITH CONSIDERATION GIVEN TO POSSIBLE MNOEL GA. DItv1ENSI0NS FASTENERS MANU. SPECS BY FOR A SPECIFIC JOB.ANCHORAGE LENGTH SHOULD TAKE THE BEARING PLATE HEIGHT OF . o .' • • FUTURE WOOD SHRINKAGE.CARE SHOULD BE TAKEN MISCELLANEOUS PROJECT DATA I, vN L NAILS SIMPSON STRONG-TIE. 15/8"INTO ACCOUNT,TO ENSURE ADEQUATE LENGTH OF THREADS TO ENGAGE THE NUT. REVISIONS LSTA36 18 11,14" 36" 26-10d FOR 3x SILL PLATES USE SSTBL. TO TIE DOUBLE 2x MEMBERS TOGTHER,DESIGNER MUST DETERMINE THE FASTENERS LOCATION: SOUTHOLD, NY DIAGONAL HATCHED REQUIRED TO BIND MEMBERS TO ACT AS ONE UNIT WITHOUT SPLITTING THE WOOD. NO. DAT 1550 { WIND ZONE: 110 MPH r AREA INDICATES:} EXPOSURE: B 1 5-2-16 REV. BREEZEWAY/ EXISTING STONE AND MEAN ROOF HEIGHT: 33'- BRI VENEER. ROOF SPAN: 22110" MUDROOM ° LSTA36 FLOOR TO FLOOR TIE °STRAPPING DETAIL CANTILEVER ° PHD PREDEFLECTED HOLDDOWN DETAIL @ FNDTN. WALL ( ) @ ( ) DESIGNED ACCORDING WITH: WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 STORY DWELLINGS CHAPTER 3 PRESCRIPTIVE DESIGN DETAILr1ADETAIL DETAIL ROOF RAFTER/ TRUSS TO TOP PLATE CONNECTION r. 9 0 11 PLAN INDEX SCALE: 1"=1'-0" SCALE: 1"=1'-0" SCALE: 1"=1'-0" (PRESCRIPTIVE DESIGN) �i 'UPLIFT =236#PER TABLE 3.3 (SEE DETAIL#2 FOR CONNECTION REQUIREMENTS) A-1 FOUNDATION PLAN P °LATERAL&SHEAR PER TABLE 3AA (PROVIDE(4)#8d COMMON NAILS @ A-2 FI R5T FLOOR PLAIN EACH R.R. &C.J. CONNECTION TO TOP PLATES(TOE-NAILED) A-3 SECOND FLOOR PLAN c I WALL TO WALL CONNECTION A-4 ROOF FRAMING PLAN (PRESCRIPTIVE DESIGN) A-5 ELEVATIONS *UPLIFT = NOT USED#PER TABLE 3.3a (SEE DETAIL#9 FOR CONNECTION REQUIREMENTS) A-6 ELEVATIONS (_ *LATERAL&SHEAR,' PER TABLE 3.3A (PROVIDE(3)#16d COMMON NAIL PER STUD TO A-7 SECTIONS & PLUMB. RISER PLATE CONNECTION n 5/8"ANCHOR BOLTS A-8 51MPBON DETAIL SHEET �0 CO FASTEST-MILE WIND SPEED A-9 GENERAL NOTES PAGE 1 (MPH) WALL ASSEMBLY TO FOUNDATION CONNECTION A-1 GENERAL NOTES PAGE 2 • A I �. . TABLE 3.2A l p e a o 1995 SBC HIGH WIND EDITION 110 (PRESCRIPTIVE DESIGN) CP '. 6 e ANCHOR BOLT FOUINDATIO BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT °UPLIFT PER TABLE 3.4B (PROVIDE(4)#8d COMMON NAILS @ EACH END OF A-11 N/A ° a o •• I CONNECTION SUPPORTING EDGE NAIL SPACING(IN.) SPACING(IN.) 1-1/4"X 20 GAGE STRAP • . I� d SEE ELEVATIONS FOR LOCATIONS A-1 N/A . - A-1 N/A PER TABLE 3.2B (PROVIDE 5/8"DIA.ANCHOR BOLTS @45"O.C. °Q SILL PLATE TO FOUNDATION 2 STORIES ALL @ 32"o.c. WITHIN V-0"OF ALL CORNERS AND MIN. 2 PER WALL A-1 N/A °o° •° o o.g•1{ MODEL STUD EMBEDM. MIN. MIN. (CRAWL SPACE OR BASEME T) .p •p °° •g opo NO. L DIA. DEPTHZ END EDGE A-1 N/A oig.g oo •$' DIST. DIST. $. A-1 N/A 2" MINIMUM SIDECOVER RFB#5x5 5 518 31/2 2 13/4 °LATERAL&SHEAR PER TABLE 3.2A PROVIDE 5/8" DIA ANCHOR BOLTS SHEET NAME @45"o.c. G- 1 5IMP50N DETAILS SimpsonBStrong-Tie °QVERTURNNING . PER TABLE 3.17E HOEDOWN CAPACITY TO BE 3488#PER STORY °(RFB#5x5) BP/LBP BEARING PLATES °ANCHOR TYPE A L—BOLT HOLD DOWN DETAIL FNDTN. WALL (SEE DETAIL#14) PROJECT# 3415 5HEET# DETAIL DETAIL 14 DETAIL DATE 12 13 A� b SCALE: 111=11-011 SCALE: 119=111-011 SCALE: V=11-011 11/24/15 SCALE DIVISION 1 -GENERAL REQUIREMENTS b.Horizontal Shear: Fv =75 PSI MAN N O RES. c.Compression perpendicular to grain: FcL=405 PSI a.Top Chord Plane: Properly installed plywood sheathing with staggered joints and correct nailing should 1^' G p A 1.Work performed shall comply with the following: d.Compression parallel to grain: Fc =875 PSI adequately brace the top chord plan. However,when gable end trusses are used,continuous 2 x 4 braces should be 325 Y `��LLJ I�Ol'lD installed at a 45" angle to the truss framing. These braces should occur at 3 points on each able end: mids an a.These general notes unless otherwise noted on(plans or specifications. e. Modulus of elasticity: E= 1,600,000 PSI g g• p g p b. Building Code as specified on the architectural drawings. f. Moisture content: 19%maximum. between roof center-line and wall on each side of center-line and at center line of roof. P AGO I G, I`1Y 1 1 �58 c.All applicable local and state codes,ordinances and regulations. b.Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace d. In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict 2.Other species may be used provided substituted species shall meet or exceed requirements noted above. should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to all members it �I compliance with manufacturer's specifications and/or recommendations. 3.Moisture content: All lumber 4"and deeper shall have moisture content not greater than 19%,air dried lumber is crosses. Install this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss 2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and desired but not necessary. Lumber may be kiln dried,however drying process must be slow and regulated to cause a system. his subcontractors minimum amount of checking,.comparable with air dried stock: c. Bottom Chord Plane: Provide continuous 2 x 4 braces on top of the bottom chord of all roof trusses. Three rows WINDOWS: CODE COMPLIANCE 3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in minimum are required located at the 1/4 points of the truss span. Securely nail these braces to all members that it consult Architect in case of question. accordance with AF&PA standards and stamped"Ground Contact 0.40 lbs/cubic foot". crosses. NOTE: 4.The general notes and typical details apply throughout the job unless otherwise noted or shown. 5.Grade stamps shall appear on all lumber. S.Wood Floor Trusses: ALL WINDOWS IN HABITABLE SPACES MEET 5.Discrepancies: The contractor shall compare and coordinate all drawings;when in the opinion of the 6.Store all lumber above grade and protect from exposure to weather. 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. All REQUIREMENTS OF THE THE NYS BUILDING CODE contractor,a discrepancy exists he shall promptly notify the Architect,in writing,before proceeding with the B. Flitch Beams: spans,joist deptlh and spacing to be verified by manufacturer's.Shop drawings indicating calculations,loading,load FOR LIGHT,VENTILATION AND EGRESS. work or he shall be responsible for the same and any indirect results of his action. 1.Flitch beams shall have a minimum fb= 15000, E=11.4 with 1/2"bolts located not closer than 2"from the top and test data and any other information required shall be sealed by a professional engineer registered in the jurisdiction NOTE: 6.Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the bottom edge unless otherwise noted. There shall be a bolt top and bottom 2"from each end(see typical flitch plate where construction is taking place. Truss manufacturer shall verify all spans,dimensions, bearing points spacing,etc. ALL NEW WINDOWS SHALL MEET THE NYS CODE FOR: work. In the event that certain features of the construction are not fully shown on the drawings,current bolt pattern detail). Fabricator must submit two sets of complete shop drawings and truss layout plan,each sealed by a professional 1.ENERGY CODE COMPLIANCE engineer re isterred in the jurisdiction where the construction is taking lace,to Engineer prior 2.WIND PRESSURE DESIGN LOADS national,state and local codes,ordinances, regulations or agreements as well as current acceptable building C.Joist Hangers: 9 9 j g p g' p or to fabrication,one for 3.AIRBORNE OBJECT IMPACT LOADS OR AS practices shall govern,and their construction shall be of the same character as for similar conditions that are 1.All purlins,joists and beams not framed over supporting members shall be supported Engineer's recorcds and one to be returned to contractor after review. ALTERNATIVE,PROTECTION SHALL BE PROVIDED shown or noted. 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525, min.22 gauge. Products acceptable 2.Store trusses;above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent IN COMPLIANCE WITH SECTION R301.2.1.2 AND 7.TheArchitect will not be responsible for and will not have control over construction means,methods, shall be Simpson, Kant-Sag,or equivalent. exposure to the elements. Always store upright,especially if stacking. TABLE R301.2.1.2(FASTENER&Puired within 1 mile of water) techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and D. Bolts in Wood Framing: DIVISION 7 -THERMAL AND MOISTURE PROTECTION i� will not be responsible for the failure of the Client or,his contractors,subcontractors,or anyone performing 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate PROTECTION METHOD OF COMPLIANCE: any of the work,to carry out the work in accordance with the approved contract documents. washers. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" A. Roofing: (11.1 MM)AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED FOR 8.Any and all drawings and specifications for sitework,plumbing supply or waste,electrical circuitry,and 2.Steel plate washer sizes shall be as follows: OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.PANELS 1.Fiberglass Shiingles:THIRTY(30)year self sealing shingles over 1 layer of 30#asphalt saturated felt underlayment p heating,ventilating,fabricated trusses,and air condlitioning systems are not a part of the professional services a. 1/2"and 5/8"Diam.bolts-2-1/4"sq.x 5/16" SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH unless otherwise noted. Install according to manufacturer's instructions. ATTACHMENT HARDWARE PROVIDED.ATTACHMENTS SHALL BE s provided to the Client by the Architect unless included under their agreement. Any discrepancies with these b.3/4"Dia.bolts-2-5/8"sq.x 5/16". 2.Cedar Shakes;: #2 grade red-label cedar shakes(18" 1 x.457)over one layer 30#a.s.f.underlayment. Install with 4 PROVIDED IN ACCORDANCE WITH TABLE 301.2.1.2.OR SHALL BE documents by any of the above listed services as shown in documents prepared by others should be indicated 3.Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. ti in writing to the Architect immediately. 4.For sill anchors,see typical details on architectural drawings. 1/2"weather exposure. Apply an 18"wide strip of 30#a.s.f.over each course of shakes,9"from bottom edge of shake DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS k DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE 4 extending over top of shake and onto sheathing. 9.Prior to application for building permits,the Contractor will furnish the Architect with two sets of shop E. Lag Bolts: BUILDING CODE OF NEW YORK STATE. i drawings of all prefabricated components,one set too be retained by Architect,the other set to be returned to 1.Shall be of structural grade steel. 3. Eave Flashings: See note B-4,below. contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 B. Flashing: TABLE R301.2.1.2. trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be depth of members being bolted together. 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE modified during construction from previously approved shop drawings,the Architect shall be furnished,prior F.Altering Structural Members: metal. FOR WOOD STRUCTURAL PANELS(a,b,c,d) to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the 1.No structural member shall be omitted,notched,cut, blocked out or relocated without prior approval by the 2.Flash all exteriior openings and all building corners with approved material to extend at least 4"behind wall covering. FASTENER SPACING Cover all exposed plywood at building corners with waterproof building paper. above information,the client shall defend,indemnify,and hold harmless the Architect from any claim or suite Engineer. Do not alter sizes of members noted without approval of Engineer. FASTENER PANEL SPAN 4 FOOT 6 FOOT I 3.Step flash at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or I p ICY I 1`t G M. KU 5 I`}�' �I TZ P.E. whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have G. Built-up Beams: TYPE 4 FOOT <PANEL SPAN PANEL SPAN arisen from prefabricated items. 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: 4.roof surfaces. �6 FOOT <8 FOOT 10.The conditions and assumptions stated in these specifications shall be verified by the contractor for a.Members 9-1/4"and less in depth: glue and internail w/2 rows 16D nails at 12"D.C.staggered. f he a flashing shall consist la two layers of 1 h ainsi cemented together in addition to required nailing from the edge n of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. 2\"#6 16" 12" 9" 23� LAKE5T. conformance to local codes and conditions. In the event of a discrepancy between these specifications and b.Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at C.Attic Ventilation: wooDSCREws local codes or conditions,the contractor shall notify the Architect in writing of the discrepancy and special 24"o.c.staggered. 2\"#8 engineering requirements shall be applied to insure the building's structural integrity. 1.Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened 16" 16" 12° OG��N 5 I D�, NY 115?2 9 9 q pp g' 9 Y wood SCREWS 11.These requirements may be superseded by more stringent information contained within H.Cutting of Beams,Joist and Rafters: ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOCA 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of and CABO code,latest(as applicable)edition and all state and local codes and ordinances. See details on architectural a. THIS TABLE IS BASED ON 110 M.P.H.WIND SPEEDS AND A the drawings. The more stringent shall be followed. 33-FOOT MEAN ROOF HEIGHT 12.Soil conditions shall conform to or exceed the following conditions: the member and shall not be located in the middle of 1/3 of the span. Notch depth of the ends at the member shall not plans for locations and details. 5 1 (0-166-5105 exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. WOOD STRUCTURAL PANEL. Water Table: Min.2'-0"below bottom of all concrete slabs and footings. Footings,foundations,walls,and of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists DIVISION 8 - DOORS AND WINDOWS c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of members. A. General d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/ slabs shall not be placed on or in Marine Clay,Peat and other organic materials. I. Pipes in Stud bearing Nails or Shear Nails: STUCCO,THEY SHALL BE ATTACHED UTILIZING VIBRATION- 13. Live Loads: Roof: 30psf. Floor:40psf(except sleeping rooms:30psf). Exterior Balconies:60psf. Stair Landings: p g 1. Windows in buildings located in wind-borne debris regions\L(120 mph wind zone Or with-in one mile of the 1. Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. Ocean, bay and sound)\I shall have glazed openings protected from wind-borne debris or the building shall be RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE 40psf. Wind Load:15psf. Garage:50psf. Maximum foundation lateral pressure: 40psf. Dead Loads: 10psf. WITHDRAWAL CAPACITY OF 490 POUNDS SEAL & SIGNATURE: Decks: 40psf.Attics without storage 10psf.Attics with storage 20psf.Guardrails&Handrails 200psf. J. Bridging and Blocking: designed as a partially enclosed building in accordance with the Building Code of New York State. Glazed 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The opening protection for wind-borne debris shall meet the requirements of the Large Missile Test ofASTM E 1996 14. Bottom of footings shall extend below frost line of the locality and minimum T-0"below existing grade to undisturbed soil or soil compacted to 95%dry density having a load carrying capacity as specified in Note 12, bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal and of ASTM E 1886 bracingof equal rigidity. Mids an bridging is not required for attic or roof framing where joist depth does not \LException: THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER qP 9 9 4 9 J P �\ as verified by a soils engineer licensed in the locality where project is being built. \IWOOd structural panels with a minimum thickness of 7/16 inch 11.1 mm and a maximums an of 8 feet 2438 MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY OFE3510Z exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise p ( ) p ( 1 15.All foundation wall backfill under slabs where distance from edge of wall to edge of undisturbed soil provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. mm) shall be permitted for opening protection in one-and two-story buildings. Panels shall be precut to cover KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT g� 6 M• Kv�W�� exceeds 16",but less than 4'-0",shall consist of clean, porous,soil compacted in 6"layers to 95/6 dry density Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK or provide#4 rebar at 2'-0"o.c., V-0"beyond edge sof undisturbed soil and V-0"into foundation wail. instructions. Table R302.2.1.2 or shall be designed to resist the components and cladding loads determined in accordance STATE UNIFORM FIRE PREVENTION AND BUILDING CODE 16. Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the with the provisions Of the Building Code Of New York State. AND THE NEW YORK STATE ENERGY CONSERVATION architectural plans and related details. Equivalent flluid pressure of backfill not to exceed 40pcf(pounds per K. Lintel Schedule: CONSTRUCTION CODE. • ' >, '" cubic foot). If backfill pressures exceed 40pcf,theni walls must be designed for actual pressures by a n registered Professional Engineer licensed in the locality where project is being built 1.Unless otherwise shown, provide 1 lintel with 3"minimum bearing. 2. Lintel Schedule: 2. All windows shall have insulating glass, or single glass with storm windows or equal. Sizes indicated on plans 17. Unbalanced fill not to exceed 7'-0"unless otherwise noted and substantiated by engineering calculations. N d. Span: Size of Member are nominal only. Builder to consult with window manufacturer to determine exact sizes, rough opening etc.At a 369► Backfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached pt Up to 4'-0" 3 1/2 x 3 1/2 x 1/2 or 2-2x6 least one window from each bedroom area shall have a net clear opening area of 5.7 Sq. Ft. (grade floor 5.0 their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where 4'-1"to 6-0" 4 x 3 1/2 x 5/16 or 2-2x8 Sq. Ft.)with a net clear height of 24", a net clear opening width of 20", and a sill height of 44" Or less above the backfill is required on both sides, backfill both sides simultaneously. 6-1"to 6'-0" 5 x 3 1/2 x 5/16 or 2-2x10 floor for egress purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18" 6-1"to 8'-0" 6 x 3 1/2 x 3/8 or 2-2x12 of the floor, which may be subject to frequent and recurrent accidental human impact shall be tempered as per DIVISION 3 -CONCRETE IBC, BOCA and CABO and state and local codes and ordinances. L. Plywood: ' A. General: 1.All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with 1. The concrete properties shall be as follows: U.S. Product Standard PS 1-83 for Construction and Industrial Plywood DIVISION 9 - FINISHES Item Min. Comp. Strength Min.Aggregate size Slump 2.Each plywood sheet shall bear the"APA"trademark. A.General @ 28 (Days(PSI) 3.All end joints shall be staggered and shall butt along the center lines of framing members. 1.All gypsum wallboard shall be installed in accordance with the provisions of the BOCA,CABO and state and local Footings 3,000 1/2"-1" 4"%P1" 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. codes and ordinances(as applicable). "" "" Slab-on-Grade 2,500 . 1/2 -1 4 %P1/2 ' 5.Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in NOTE: Walls 3,000 1/2"-1" 4"%P1/2" members shall be 1 1/2"for 8d nails and 1 3/8"for 10d nails. accordance with manufacturer's instructions. o ALL DRAWINGS AND 1NRITTEN Garage Slabs& exterior slabs 3,500 1/2'-1 4 %P1 w/5/0 6.All floors shall be nailed as per nailing schedule. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are MATERIAL APPEARING HERE IN air entrainment perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed CONSTITUTE ORIGINAL AND I spaces where fire resistive construction is not required. UNPUBLISHED WORK OF THE 2.Concrete work shall conform to all requirements of ACI-318 specifications for structural concrete for buildings. M.Corner Bracing: 4.The sizes andl spacing of fasteners shall comply with BOCA,CABO and state and local codes and ordinances(as i; 1.Unless otherwise noted,brace exterior corners of building with 1 x 4 diagonals,let into studs,or with 4 x 8 applicable). DESIGNER AND MUST NOT BE M 3.All reinforcement,anchor bolts,pipe sleeves and other inserts shall be positively secured in place and plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. DUPLICATED, USED OR DISCLOSED i; located according to the appropriate architectural drawings and details manufacturer's instructions(16 Ga.compression tension),or w/structural grade thermo-ply. 6.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall be of rated construction WITHOUT WRITTEN CONSENT. 1, B. Reinforcing Steel: 2. Lap plates at all corners. according to the UL Design specified on the drawings when units are designed under BOCA standards as indicated on the 1.Reinforcing steel shall be intermediate grade neve billet deformed bars grade 60 conforming to ASTM& N. Nailing: drawings. 615. Welded wire fabric shall conform to ASTM A-1185. See architectural drawings for sizes and locations. 1.All nailing shall comply with.nailing schedules in WFCM, IBC, BOCA and CABO(as applicable),latest edition and 2.Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-315 Manual Of all state and local building codes,or maufacturer's recommendations. Standard Practice for DetailingReinforced Concrete Structures DIVISION 15 -MECHANICAL O. Fire Stopping:pp g: REVISIONS 1.Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" A. Heating Ventilation and Air Conditioning: 3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches nominal lumber or 2 thicknesses of 1"nominal lumber with broken lap joints or other approved material. 1.All work shall Ibe in full accordance with all current codes and regulations of the governing agencies. NO. DAT 155U clear from outer face of element. P.Alignment: 2. Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to REV. BREEZEWAY/ 4.The contractor shall notify the building official at Ileast forty-eight(48)hours prior to each concrete pour. 1.All rafters and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with Engineer prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Engineer of any 1 5-2-16 No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered min.(3)10d face nails. mechanical and structural and design intent conflicts prior to construction. MUDROOM prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the 2.When framing end to end joists shall be secured together by metal straps. 3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work contractor and inspected by the building official or county approved licensed inspector. Q. Partitions: performed by others. 5.Minimum protective cover for reinforcing steel shall be as follows: 1.General: B. Plumbing: a.Footings: 3" a. Provide solid blocking at W-0"o.c.between the joist and first interior parallel joist. 1.All work shall be in full accordance with all current codes and regulations of governing agencies. b. Beams and columns: 2" b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". 2.All work shall Ibe done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) c.Splices shall occur only directly over studs. performed by others. PLAN I N DEX d.Walls-1 1/4"at interior face: 3"at exterior face. d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Engineer of any plumbing, C. Foundation: licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to HVAC,structural and design intent conflicts prior to construction. A-1 FOUNDATION PLAN 1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of V-0"into Engineer for approval prior to construction. original undisturbed soil and a minimum of T-0"below finished grade. Where required,step footings to ratio e.Lap top plates at corners and intersections. A-2 FIRST FLOOR PLAN of 2 horizontal to 1 vertical. DIVISION 16 - ELECTRICAL A-3 SECOND FLOOR PLAN 2.Bearing Walls supporting one floor or more: 2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the 1.All work shall be in full accordance with all current a. Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. A-4 ROOF FRAMING PLAN Architect b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used,floor joists shall be codes and shall comply with the requirements of the 3.All footing excavations shall be inspected by the(building official or county approved inspector prior to the serving A-5 ELEVATIONS centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated by placing of any concrete. Same shall be given forty-eight(48)hours notice for this observation. power and telephone companies. engineering calculations. A-6 ELEVATIONS 4.Soil investigation and report: All earth work,compaction and supervisions shall be done according to the 2.All work shall be done in a neat and workmanlike recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall manufacturer recommendation. manner and s0 as to not needlessly hamper that portion A-7 SECTIONS & PLUMB. RISER and footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify of the work Engineer,in writing,so that necessary structural modifications can be made. R.Wood Roof Trusses: performed by Others. A-8 5IMP50N DETAIL SHEET 5.Slab-on-grade shall be 4"thick reinforced with 6x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. 1.Timber trusses shall be designed in accordance with accepted engineering practices. Calculations,joint strength information 3. Installation: A-9 GENERAL NOTES PAGE 1a.All equipment installed outdoor and exposed to weather vapor barrier on 4"crushed stone. (allowable load per square inch or per nail,allowable edge distance,allowable end distances)load test data and other shall be weatherproof. A-1G GENERAL NOTES PAGE 2 6.Slab-on-grade at porches shall be 4"thick unless otherwise noted. information as necessary shall be submitted to local authorities for approval prior to fabrication. Each truss shall be b. Bottom of receptacles and switches shall be located 5" 7.Install anchor straps as per mfg.recommendations: 12"from corners and intervals of not more that 4'-0". secured at bearing with one"rafter tie"metal type anchor at each end. above counter top unless otherwise noted on drawings. A-1 11 N/A Minimum embedment for anchors shall be as specified by manufacturer. 2.Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this c. Receptacles shall be installed vertically at 12"above A-1 N/A 8.Beam pockets shall be formed into concrete walks to provide a continuous level flat solid bearing surface information with shop drawings. Each truss to be secured at one end with a metal"rafter tie"type anchor and a finish floor and 12'-0" o.c. horizontally. All receptacles for all beams. scissors truss connector,"Simpson"or approved equal,at the other end to tie down the truss while permitting the Within A-1 N/A truss to move outward without deflecting the wall. 6-0" horizontally of a sink lavatory or tub shall be wired to DIVISION 6 -WOOD a round fault interrupted circuit. A-1 N/A F 3.Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, g p Wall switches to be 48 above floor. � A. Lumber Grade: American Softwood Lumber Standard dimensions, heel heights,pitches,etc. Fabricator must submit two sets of component shop drawings and truss layout d. A-1 I N/A plan,each sealed by a professional engineer registered in the jurisdiction where the construction is taking place,to e.All smoke detectors to be wired in a manner such that i Grading shall comply with PS 20-70" Associiation standards. "and applicable Western Wood Products Engineer prior to fabrication,one for Engineer's records and one to be returned to contractor after review. the activations of one by means of metal hangers.will A-1 N/A 1. 4.Truss shop drawings indicating calculations,loading,load test data, horizontal thrust and any other information SHEET NAME a All lumber shall. Extreme fiber r unless bending stress: ss: F6=875 PSI., E=1.4 otherwise noted, No. 1-2 grade.SPF with the following minimum structural values. required shall be sealed by a professional engineer registered in the jurisdiction where construction is taking place and activate all. a be submitted to building officials prior to fabrication. GENE RAL NOTES 1 5.Store trusses above grade on wood sticking in such a way to prevent bending,warping or deflection of trusses. 6.Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the PROJECTa Truss Plate Institute, Inc. 34,-18 SHEET# DATE 11/24/15 A. q SCALE yl T �i G r, l: MANNO RE5. TABLE FASTENER SCHEDULE FOR STRUCTURAL MEMBERS 325 NELL5 ROAD r f i DESCRIPTION OF BUILDING MATERIALS NUMBER AND TYPE OF SPACING OF FASTENERS FASTENER a,b,c,d PECONIG, NY 11 q58 GENERAL NOTES : Joist to sill or girder,toe nail 3-8d 1"x6"subfloor or less to each joist,face nail 2-8d - 2 staples, 13/4 - 1. NEW EXTERIOR WALL CONSTRUCTION TO CONSIST OF SIDING MATERIAL 13.ALL FLUSH HEADERS TO HAVE TECO FASTENERS AT CONNECTIONS OF HEADERS 25. EACH TRADE IS RESPONS'91LE FOR CHOPPING&ROUGH PATCHING AS REQUIRED 2"subfloor to joist or girder, blind and face nail 2-16d - OVER 15 LB. BUILDING PAPER ON 1/2" CDX PLYWD. SHEATHING ON AND EACH FLOOR OR CEILING JOIST MEMBER. FOR THEIR PORTION OF WORK. Sole plate to joist or blocking,face nail 16d 16"o.c. 2x4 or 2"x6 WD.WALL STUDS @ 16"O.C.W/3 1/2"(R-13)or 51/2" (R19) Top or sole plate to stud,end nail 2-16d - BAT INSULATION W/ 1/2"GYP. BD. INTERIOR. (3 COATS T&S). 14. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED 26. CONSTRUCTION TO CONFORM TO ALL CODES HAVING JURISDICTION. p Stud to sole late,toe nail 3-8d or 2-16d SHALL BE"TECO CONNECTORS"OR EQUAL AND SHALL BE CAPABLE OF 27. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK Double studs,face nail 10d 24"o.c. HANDLING LOADS CONNECTION POINTS. INSTALLATIONS SHALL BE IN 2. INTERIOR WALL CONSTRUCTION TO CONSIST OF 2x4 WD.WALL STUDS @ 16"O.C. °� STATE BUILDING CODE. WHEN BUILDING IIN ANY OTHER JURISDICTION, EITHER INSIDE OR Double top plates,face nail 10d 24"o.c. W/ 1 ONE LAYER 1/2" GYP. BD. EACH SIDE. 3 COATS T&S . STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONg ( ) ( ) OUTSIDE THE CODE.,VARIATIONS MAY BE REQUIRED. IT IS THE RESPONSIBILITY OF THE PLAN Sole plate to joist or blocking at braced wall panels 3-16d 16" .c. PURCHASER OR BUILDER TO VERIFY SUCIH REQUIREMENTS WITH THE LOCAL CODE OR Double top plates,minimum 48"inch offset of end joints, 3. FOR DIMENSIONAL CLARITY, NOMINAL DIMENSIONS ARE USED FOR WD. FRAMING 15. INSTALL 5/8"dia.ANCHORS BOLTS(NUT&WASHER)AT 45"o.c.W/MAX. 12" FROM CORNERS face nail in lapped area 8-1 d - NO LESS THAN 2 PER SILL,AT ALL SILL PLATE ON FOUNDATIONS WALLS. ALL SILL PLATES ENFORCEMENT OFFICER AND TO AMEND'THE PROPOSED CONSTRUCTION AS SO REQUIRED. Blocking between joists or rafters to to late,toe nail 3-8d MEMBERS. 4" REFERS TO 2x4 WD.WALL STUDS&6" REFERS TO 2x6"WD.WALL 9 1 p p - STUDS. DIMENSIONS ARE FROM FRAMING MEMBER TO FRAMING MEMBER& TO BE TREATED LUMBER WITH COPPER TERMITE SHIELD AND SILL SEALER BETWEEN 28. THESE PLANS ARE DESIGNED TO BE ACCORDANCE WITH NEW YORK STATE ENERGY Rim joist to top plate,toe nail 8d 6"o.c. NOT FINISH TO FINISH. FOUNDATION AND SILL. CONSERVATION CONSTRUCTION CODE AND THE BOCA ENERGY CONSERVATION CODE FOR A Top plates, lap at corners and intersections,face nail 2-10d 6000 DEGREE DAY CLIMATE AREA. ALTHOUGH THE STANDARDS SHOULD BE APPLICABLE FOR Built-up header,two pieces with 1/2"spacer 16d 16"o.c.along each edge 4.ALL STRUCTURAL FRAMING LUMBER TO BE DESIGNED IN ACCORDANCE 16. INSTALL 5"ALUMINUM GUTTERS AND LEADERS AS REQUIRED HIGHER DEGREE DAY CLIMATES,VARIATIONS AND ADJUSTMENTS MAY BE REQUIRED,AND Continued header,two pieces 16d 16"o.c. along each 3dge WITH THE RECOMMENDATIONS OF THE NATIONAL FOREST PRODUCTS 17.STRUCTURAL RIDGE TO BE SUPPORTED WITH 4x4 POSTS(U.O.N.) SHOULD BE VERIFIED. HUD REQUIREMENTS, PARTICULARLY IF USING ELECTRIC HEAT MIGHT Ceiling joists to plate,toe nailed 3-8d - DIVISION. ALL FRAMING LUMBER IS TO BE DOUGLAS FIR HAVING THE REQUIRE HIGHER INSULATION VALUES. FOLLOWING VALUES:#1 fb=950 psi., E=1.5,#2 fb=850 psi E=1.3. Continuous header to stud,toe nail 4-8d - 18.ALL GYPSUM BOARD IN BATHROOMS AND BEHIND KITCHEN SINK AND WET APPLIANCES29. THE ARCHITECT HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, Ceiling joist, laps over partitions,face nail 3-10d IN KITCHEN TO BE WATER-RESISTANT TYPE. AND ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES, 5.ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR Ceiling joist to parallel rafters,face nail 3-10d - BLOCKING @ INTERVALS NOT EXCEEDING EIGHT FEET. SPACING IS TO BE SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CENTERED AT EQUAL DISTANCES. 19. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PATCH AND REPAIR ALL CONNECTION WITH THE WORK. THERE ARE NO WARRANTIES, NOR ANY IMPLIED IN THE Rafter to plate,toe nail 2 16d - EXISTING SURFACES ADJACENT TO NEW CONSTRUCTION (WALLS, FLOORS, CEILINGS) USE OF THESE PLANS. 1"brace to each stud and plate,face nail 2-8d 6.ALL CATHEDRAL CEILING RAFTERS SHALL BE ANCHORED TO FRAMED WALLS TO ORIGINAL CONDITION. 2 staples, 1 3/4 - 30. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY. 1"x6"sheathing to each bearing,face nail 2-8d WITH 'HURRICANE CLIPS" 2 staples, 1 3/4 20. CONTRACTOR SHALL EXERCISE GOOD JUDGMENT TO MINIMIZE DAMAGE TO EXISTING1"x8"sheathing to each to each bearing,face nail 2-8d I RV I N G M. KU 5 N ITZ P.E. 7.ALL POSTS, UNDER HEADERS OTHER THAN HEADERS FOR WINDOWS AND DOORS LANDSCAPED&PAVED AREAS. ANY DAMAGE INCURRED AS A RESULT OF NEW 3 staples, 1 3/4 TO BE MINIMUM 4"x4"(UNLESS OTHERWISE NOTED) CONSTRUCTION SHALL BE RESTORED TO THE ORIGINAL CONDITION. GRADING AROUND Wider than 1"x8"sheathing toeach bearing,face nail 3-8d NEW CONSTRUCTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. 4 staples, 1 3/4 23q LAKE 5T. 8. INSTALL BLOCKING BETWEEN JOISTS UNDER WALLS RUNNING Built-up corner studs 10d 24"o.c. PERPENDICULAR TO JOISTS. BLOCKING TO BE SAME SIZE AS JOISTS. 21. ELECTRICAL WORK TO CONFORM TO THE NATIONAL ELECTRIC CODE AND ANY OTHER OCEAN51 DE, NY 11512 II Built-up girders and beams,2-inch lumber layers 10d Nail each lay r as follows: APPLICABLE LOCAL CODES. PROVIDE MINIMUM OF ONE SMOKE DETECTOR IN EACH BEDROOM 32"o.c.at top a d bottom 9. ALL INTERIOR DRYWALL SHALL BE PRIMED AND PAINTED W/2 FINISH COATS. AND ONE ON EACH FLOOR, INCLUDING CELLAR. SMOKE DETECTORS ARE to be HARDWIRED TOGETHER. and staggered.Two nails at ends and at each splice d I 2"planks 2-16d At each bearing 516-X66-805 10. DOUBLE RAFTERS AT ALL SKYLIGHTS. PROVIDE DOUBLE FRAMING 22.ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE Roof rafters to ridge,valley or hip rafters: MEMBERS(SAME DIMENSIONS AS ADJACENT ROOF FRAMING)AS HEADERS OF 2 TONS PER SQ. FT.AND SHALL HAVE MINIMUM COVER OF 3'-6"OR AS NOTED. toe nail 4-16d FOR SKYLIGHTS. face nail 3-16d - 23. CONCRETE TO BE PLAN, UNREINFORCED, MINIMUM 3,000 P.S.I.28 DAY TEST, PREDICATED ON Rafter ties to rafters,face 3-8d SEAL & SIGNATURE: 11. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND THE ABOVE SOIL ASSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES Wood structural panels,subfloor, roof and wall sheathing to framing,and particleboard wall sheathing to framing I ALL OPENINGS I, ARE TO BE ASSUMED,AND THE FOUNDATION MUST BE REDESIGNED. r" 5/16-1/2 8d common nail(subfloor,wall) aFESSIo C; ALL FOOTINGS ARE TO REST ON VIRGIN, UNDISTURBED SOIL. 6 1 - , 12.ALL HEADERS OVER WINDOWS AND DOORS TO BE (2)2 x 8 @ EXTERIOR WALLS 8d common nail(roof) 00 C., M. pru%v •� r W/MINIMUM OF 4" BEARING AT EACH END. PROVIDE MIN. 6-8"A.F.F.TO UNDERSIDE 19/32-1 8d common nail 6 12 OF HEADER(UNLESS OTHERWISE NOTED) 24. EACH TRADE IS RESPONSIBLE FOR BROOM SWEPT CLEANING OF JOB SITE AT THE END OF EACH WORKING DAY. 1 1/8-1 1/4 10d common nail or 8d deformed nail 6 12 0l. THIS STRUCTURE COMPLIES WITH THE STANDARDS OF DESIGN AND CONSTRUCTION IN ACCORDANCE ' TABLE R602.3(1) -continued WITH THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR FASTENER SCHEDULE FOR STRUCTURAL MEMBERS a 369* PC W u DESCRIPTION OF BUILDING DESCRIPTION OF FASTENER b,c,d,e SPACING OF FASTENERS ONE AND TWO FAMILY DWELLINGS (WFCM) MATERIALS Edges(inches) Intermediate supports (inches) c,e. Other wall sheathing In 1/2"regular cellulosic 1 1/2"galvanized roofing nail 6d 3 6 fiberboard sheathing common nail staple 16 ga., 1 1/2 long 1/2 structural cellulosic 1 1/2"galvanized roofing nail 8d 3 6 fiberboard sheathing common nail staple 16 ga., 1 1/2 long 25/32 structural cellulosic 1 13/4"galvanized roofing nail 8d NOTE: fiberboard sheathing common nail staple 16 ga., 1 3/4 long 3 6 ' ALL DRAKN65 AND NRITTEN 1/2 gypsum sheathing 1 1/2"galvanized roofing nail; MATERIAL APPEARING HERE IN 6d common nail;staple galvanised, 4 8 CONSTITUTE ORIGINAL AND 1 1/2 long; 1 1/4 screws,type w or s UNPUBLISHED Y40RK OF THE 5/8 gypsum sheathing 1 3/4"galvanized roofing nail; 4 8 DE5IGNER AND MUST NOT BE 8d common nail;staple galvanised, DUPLICATED, USED OR DISCLOSED 1 5/8 long; 15/8 screws,type W or S 1^IITHOUT 1NRITTEN CONSENT. Wood structural panels,combination subfloor underlayment to framing 3/4 and less 6d deformed r ail or 8d common nail 6 12 7/8- 1 8d common nail c r 8d deformed nail 6 12 REV151ON5 TABLE R301.2(1) 1 1/8-1 1/4 10d common nz t or 8d deformed nail 6 12 NO. DA19 155U CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1 5_2_10 REV. BREEZEWAY/ For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour= 1.609 km/h GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHEILD FLOOD MUDROOM SNOW DESIGNDESIGN UNDERLAYMENT HAZARDS LOAD SPEED MPH Weathering Frost Line Termite Decay TEMP REQUIRED a.All nails are smooth-common,box or deformed shanks except where otherwise stated.nails used for framing and (MPH) CATEGORY depth Depth NONE sheathing connections shall have minimum average bending yeild strengths as follows:80 ksi(551 Mpa)for shank MODERATE SLIGHT TONASSAU 13 diameter of 0.912"(20d common nail),90 ksi(620 Mpa)for shank diameters larger than 0.142"but not larger 45 110 MPH C SEVERE 36" TO HEAVY MODERAT SUFFOLK 11 VALLEYS& N/A than 0.177",and 100 ksi(689 Mpa)for shank diameters of 0.142"or less. i PERIMETERS b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width. J� c.Nails shall be spaced at not more than 6"on center at all supports where spans are 48 inches or greater. PLAN INDEX d.Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically. A-1 FOUNDATION PLAN e.Spacing of fasteners not included in this table shall be based on Table R602.3(1) A-2 FI R5T FLOOR PLAN f. For regions having basic wind speed of 110 m.p.h.or greater,8d deformed nails shall be used for attaching A-3 5EGON D FLOOR PLAN plywood and wood structural panel roof sheathing to framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum. A-4 ROOF FRAMING PLAN g. For regions having basic wind speed of 100 m.p.h.or less,nails for attaching wood structural panel roof sheathing A-5 ELEVATIONS to gaqble end wall framing shall be spaced 6 inches on center.When basic wind speed is greater than 100 m.p.h., nails for attaching panel roof sheathing to intemediate supports shall be spaced on center for minimu7m 48-inch A-6 ELEVATIONS distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. A-� SECTIONS & PLUMB. RISER h.Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. A-8 51MP50N DETAIL SHEET s k i.Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all A-q GENERAL NOTES PAGE 1 rfloor permieters only.Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges perpecdicular to the framing A-1 GENERAL NOTES PAGE 2 members shall not be required except at intersection of adjacent roof planes. Floor and roof perimeter shall be supported by framing members or solid blocking. f A-11 N/A A-1 N/A A-lei N/A i A-1 N/A A-ld N/A STRUCTURAL DESIGN LOADS: ROOF LOADS: SHEET NAME WALL LOADS: LIVE LOAD 0 W/ATTIC SPACE BELOW: LIVE LOAD 45 LBS PER SQ. FT. FLOOR LOADS: DEAD LOAD 10 LBS PER SQ. FT. DEAD LOAD 7 LBS PER SQ. FT. GENERAL NOTES 2 LIVING AREAS: LIVE LOAD 40 LBS PER SQ. FT. DECKS: LIVE LOAD 40 LBS PER SQ. FT. SUPPORTING SHTRK CLG: LIVE LOAD 30 LBS PER SQ. FT. DEAD LOAD 10 LBS P��SQ. FT. DEAD LOAD 10 LBS PER SQ. FT. DEAD LOAD 15 LBS PER SQ. FT. SLEEPING AREAS: LIVE LOAD 30 LBS PER SQ. FT. BALCONIES: LIVE LOAD 60 LBS PER SQ. FT. CEILING LOADS: LIVE LOAD 20 LBS PER SQ. FT. PROJECT# DEAD LOAD 10 LBS PER SQ. FT. DEAD LOAD 10 LBS PER SQ. FT. DEAD LOAD 10 LBS PER SQ. FT. 3478 SHEET# DATE 11/24/15 s SCALE 1/4" = 1'-0"