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HomeMy WebLinkAbout30563-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-30850 Date: 04/12/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 385 NORTH LA EAST MARION (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 31 Block 7 Lot 10 Subdivision Filed Map No_ Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 9, 2004 pursuant to which Building Permit No_ 30563-Z dated AUGUST 12, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE, COVERED FRONT PORCH & REAR SCREENED PORCHES AS APPLIED FOR, & AS PER ZBA #5452 . The certificate is issued to DIANA FISCHER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0005 04/05/05 ELECTRICAL CERTIFICATE NO_ 95108C 04/08/05 PLUMBERS CERTIFICATION DATED 04/05/05 PAUL J. RUPP u ;111z ed gnature Rev. 1/81 _ '76- 536$ Form No.63 g `/ R `` TON OF SOUTHOLD 1I f ( � 2��5 BUILDING DEPARTMENT R JJU_ i TOWN HALL 765-1802 ��u DEF-. � APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. ,2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building$25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial$15.00 Date. S/��/��� _T— New Construction: Old or Pre-existing Building: (check one) Location of Property: _ _3C6 S NO2fk 14 r,e E,�Sf yy7o x t or" House No. p Street Hamlet Owner or Owners of Property: _ (Dia h v,e– I . S C k Pre Suffolk County Tax Map No 1000, Section 3/ Block 7 Lot / 0 Subdivision Filed Map. Lot: MPermit No. 3 Q Date of Permit. Applicant: �P� t t>'er4jec << Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a S,00 Applicant Signature ca .� 36� So Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 4/8/2005 375 Dunton Avenue 95108C East Patchogue, New York 11772 (631)286-6642 Issued To: Ms. Diana Fiscer Street: 385 North Lane Village: East Marion Zip: Town: Southold Section: Block: Lot: Contractor: BW Contracting Lic. # 4405-ME Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects [J Pool X 1st Floor [X] Indoor X Basement ❑ Hot Tub 1XI Residential U Det.Garage U Attic X❑ 2nd Floor [XJ Outdoor 0 Addition LJ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 39 40 30 10 8 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 Gas 1/20 Furnace Oil Gas Circulators Smoke Detector Bell Transformer 1 X 3 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 C 2 Bldg. Permit: Other Equipment 1 200amp panel with main breaker 1 garage door opener receptacle Hugo S. Surdi President Rough Inspection: 01/20/2005 Inspector: John McMahon III Final Inspection: 04/07/2005 — Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials FEB--28-1993 09 : 43 PM P. �ti11FFOl* Town Hall, 53095 Main Road ` Fax(631)765-502 P.O. Boz 117901V Telephone(631) 765.1802 Southold,New York 11971.0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: _60� Building Permit No. 3 m r b 3 Owner 171 o K/• c� -fi ca& (Please print) Plumber: !PGtLA.l 5 • �Qep (Please pri t I certify that the solder used 1n the water supply system contains less than 2/10 of 1% lead. i" ( lu era Sig at 1 e) Sworn to before me this S day of Aprt 20� Notary Public, SKf^�eyk County CHRISTINE TEBBEN Notary Public, State of New York No. 4953605, Qualified in Suffolk County Commission Expires 9le, Albert J. Krupaki, President gpFFO(,�0� CQ Town Hall James King,Vice-President h� � 53095 Route 25 Artie Foster P.O.Box 1179 at Ken Poliwoda • Southold, New York 11971-0959 Peggy A. Dickerson Telephone(631) 765.1892 Fax(631) 765-1366 i APR 1- �Li r 3 � BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TOWN CERTIFICATE OF COMPLIANCE # 0031C Date April 13, 2005 THIS CERTIFIES that the single-family dwelling, attached porches & carport At 385 North Lane, East Marion Suffolk County Tax Map # 31-7-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/2/03 pursuant to which Trustees Permit# 5896 Dated 4/21/04 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 single—family dwelling, attached porches & carport The certificate is issued to Diana J. Fischer owner of the aforesaid property. �7' Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30563 Z Date AUGUST 12 , 2004 Permission is hereby granted to: DIANA FISCHER 1764 BROWNING STREET BALDWIN,NY 11510 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED ONE CAR GARAGE, COVERED FRONT PORCH & REAR SCREENED PORCHES PER ZBA DECISION #5452 at premises located at 385 NORTH LA EAST MARION County Tax Map No. 473889 Section 031 Block 0007 Lot No. 010 pursuant to application dated AUGUST 9, 2004 and approved by the Building Inspector to expire on FEBRUARY 12 , 2006 . Fee $ 1, 071 . 30 Authorized Signature ORIGINAL Rev. 5/8/02 gpFFO(� APPEALS BOARD MEMBERS. . pv� CO Southold Town Hall Ruth D. Oliva, Chairwoman: �� 53095 Main Road Gerard P. Goehringer ' y s P.O. Box 1179 Lydia A. Tortora zo • Southold,SII` 11971-0959 Vincent Orlando 4 p! Tel. (631) 765.1809 James Dinizio, Jr. �Ol �� Fax(631) 765-9064 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 2, 2004 Application No. 5452- Diana Fischer Property Location: 385 North Lane, East Marion CTM Parcel Id: 31-7-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 2.34-acre lot is vacant, and has a width of 708.52 feet along North Lane and depths of 196.45 feet along the westerly lot line and.82.57 feet along the easterly line. BASIS OF APPLICATION: Building Department's March 29, 2004, Notice of Disapproval, amended April 12, 2004 citing Code Section 100-30A.3 in its denial of a building permit application concerning a proposed dwelling which will be less than 50 feet from the front property line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 15, 2004, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following fads to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a new dwelling with a setback at 33 feet, measured from the carport to the front yard line, as shown on the 4/24/03 survey revised by Joseph Ingegno, L.S., and architectural plans prepared 5/6/04 by Robert James Higgins. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections;the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dwelling will be located on small faction of a large, irregular-shaped, 2.34-acre lot. Although the lot contains over 707 feet of road frontage on North Lane, the dwelling and variance will only affect approximately 60 feet of road frontage, leaving a spacious amount of undisturbed woodlands and greater privacy than most of the lots in this community. page 2—August 2,2004 ZBA No.5551 —Diana Fischer CTM 31-7-10 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than a variance. The building envelope is constricted in the rear yard by a 75-foot buffer zone to the wetlands and 10-foot non-disturbance area, leaving a building area depth of only 32 feet, Without the variance, a new dwelling would not be possible. 3. The variance granted herein is substantial and represent a 34 percent decrease in the 50-foot, code-required front yard setback. However, the benefits gained by preserving the wetland and wooded areas easily justify this code deviation. 4. The alleged difficulty has not been self-created and is due to the unusual shape of the lot and environmental constraints. 5. No evidence has been submitted to suggest that the relief granted will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling while preserving and protecting the character of the neighborhood and the heath, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all o the above and applying the balancing test under New York Town Law 267-B, motion was offered by Member Tortora, seconded by Member Dinzio, and duly carried to GRANT the variance as applied for, as shown on the 4/24/03 revised survey prepared by Joseph Ingegno, L.S. and 5/6/04 plans prepared by Robert James Higgins, Architect. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed In this action. Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Tortora, and Dinizio. This Resolution was duly adopted (5 � J 11i.eA &. (� R.( LQ Ruth D. Oliva, Chairwoman 8/5/04 Approved for Filing v F � / f V � � . . ; S 1 • 1 1 .-t9i�rj J TV TV I • r -VA r . i 1 RP j M f ,.� .,r,r� .�rfrrr� r trrs _ .r_,►,.r n r� /1 y7���1 yl,!'^-'� l��1N'y� ..a+ '_ ,�1•� rpt'-, f l � � r/? `^�/�,��, e TERMS and CONDMONS ,W Perndtta Diana J. Fischer residing at 1764 Browiring St. , Baldwin, NY N. Y., as Vast of the consideration for the !!wane of the Permit does understand and prescribe to the fol- lowing: 1. That the said Hoard of Trustees and the Two of Southold ate released from any and all damages, or claims for damages, of suits arising directly cc ioditedty as a result of any opet- adon fedoomed pursuant to rids perm$, and the said Ymodtoee will, at his at her own e:peosq defend any and all such anits'iddated by ddrd,pattia,and the acid IES assn,. full !lability with spat thereto, to the complete emdusion of the Board of Trustees of the Tows of Southold 2. That this P1k is valid for a period of 24' mos. whirls is ahsidewd to be the estimated time required to complete the work involved, but should dcatmsnaces warrant, tegquest for an extension may be made to the bond at a later date. 3. Tint this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that aath- odaadoa was originally obtained 4. That the work involved will be subject to the inspadoa and approval of the Board or in agents, and non-compliance with the provisions of the orlgtoatiog application,may be cause for revocation of this Permit by resolution of the said Board. S. That there will be no ucreasooable interference with navigation as a result of the work herein atnhorbed. CL That there shall be oo itttedmooe with the right of the public to pass and along the beach between bigh and low water marks. 7. That if future operations of the Town of Southold require dna removal aWor alterations in the location of the work herein andhodaed, or if, in the opinion of the Hoard of Tr Kw; &e.. weds tdnll cause unseasonable obstruction to fm mvigadoo, the said Peamittee will be required, upon due notice, to remove or alter this work or project baein stated without tspeoxa to the Town' of Southold 8. Thu the said Board will be notified by the Permittee at the completion of the wort troth- odud. p-pl9. That the Permittee will obtain all other permits and eomentt that may be required sup- plemental mental to this permit which may be subject to revolve upon father to obtain am& 3os�;,3-e-- 765.1802 BUILDING DEPT. INSPECTION [ J FOUNDATION IST [ ] ROUGH PLBG. [ J FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �C DATE �l © INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUG LBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [- FINAL [ ] FIREPLAC CHIMNEY [ ] FIRE SAFETY INSPECTION EMARKS: �✓� 1- A-r- 3 DATE Q INSPECTOR 30563 7- 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [INSULATION [ ] FRAMING [/ ]`FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �n DATE - �/ ' 0 s INSPECTOR ' 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FO MATION 2ND [ ] INSULATION [ -rFRAMING [ ] FINAL [ ./rFIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: r-f ✓"�-~�-�- n ,1 DATE �' INSPECTOR ""► r 765.1802 BUILDING DEPT. INSPECTION [ ] "] FOUNDATION IST [ ] ROUGH PLBG. [/] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� ' C INSPECTOR 765-1802 BUILDING DEPT. INSPECTION /FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` � J INSPECTOR FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 29, 2004 AMENDED: April 12, 2004 TO: EN-Consultants A/C Fischer 1319 North Sea Road Southampton, NY 11968 Please take notice that your application dated March 25, 2004 For permit to construct a new single family dwelling at Location of property: 385 North Lane, East Marion County Tax Map No. 1000 - Section 31 Block 7 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction, on this 2.26 acre parcel located in the R-40 zone, is not permitted pursuant to Article IIIA, Section 100-30A3, which states, "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and Parking Schedule, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a minimum front yard setback of 50 feet. Following the proposed construction, the single family dwelling will have a front yard setback of+/- 33 feet. Total lot coverage, following construction, will be less than 20 percent. This Notic Di oval was amended on April 12 2004 to correct an error. Damon Rallis, Permit Examiner Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. �- _` — Y/ /000 - 3/- 7-i v TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT [—� 1 1 � ' RF' ''7 '"' � �/1 . -! ,Y' i � � � � %•i ° 1 � FORMER OWNS N E ` r a d ¢ ACREAGE a 7 ward oCIO tf V) f�'�, R � ' Woe-O. —rhLJ z1 0 -S r S W a TYPE OF BUILDING RES. SEAS. VL. FARM comm. IND. CB. I MISC. 3/?- LAND /2LAND IMP. TOTAL DATE REMARKS Ala 10 3 7t 1�/49 - L �C�?� 0 0 _ L IDZZ4 +2-3SC> -71roti • CJS - lQD 2 E, rr 3 ?00 s/g /,70 V2gjelG -Llt?9bp9sl-Thor? fa Thea /t/ c AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE Form Acre Value Per Acre Values0 � Tillable 1 Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot Toto v v FIELD INSPECTION REPORT DATE COMMENTS , FOUNDATION(IST) ----------------------------------- 101O FOUNDATION(2ND) / /V, rov ROUGH FRAMING& PLUMBING - K, INSULATION PER N.Y. � J " STATE ENERGY CODE 3 FINAL " // d _ L CeA ADDITIONAL COMMENTS ` � o m A r z v � C) Q d a TOWN OFSOUTHOLD BUILDING PERMIT APPLICATION CHECKLIV r$UILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health S SOUTHOLD,NY 11971 3 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 — — Survey www. northfork.net/Soa O. Check Septic Form N.Y.S.D.E.C. Trustees E ned_ 20_ two bntact: App ved 20_ Mail to: Disapp ved c Phone: Exp tion _, 0_ i Ltspec /1�9-Lu5' 20 APPLICATION FOR BUILDING PERMIT Date March 17 , 120 04 INSTRUCTIONS a. Ibis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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. En—Consultants, Inc. (Signature of applicant or name,if a corporation) 1319 North Sea Road Southampton, NY 11968 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Agent Name of owner of premises Diana J. Fischer (As on the tax roll or latest deed) If applicant is rporah ature of duly authorized officer (Name ant tle oforo a offic ) Roy Hai resident Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 385 North Lane East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 7 Lot 10 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential, vacant land ` b. Intended use and occupancy Residential, one-family dwelling 3. Nature of work(check which applicable): New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost *-$200 ,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures,if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front ±48 Rear ±51 Depth ±47 Height +22 ' Number of Stories 2 9. Sizeoflot: Front ±729 Rear ±687 Depth ±175 (max) 10. Date of Purchase 8/19/98 Name of Former Owner Virginia & Edward Thorp 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law,ordinance or regulation? YES X NO_ 13. Will lot be re-graded? YES_NO X Will excess fill be removed from premises?YES_NO X 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? 'YES X NO • IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? ' YES x NO • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suff 1X /- y$h �-al (exli vu•r NM, 19C. G' �l�A A%1/4 being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent for owner (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 (�3 A.-I day of t�Z 20 t � Notary Public 7 giof Applicant trxsxnee nas�rarr•ssaa.'� caxaw+ss» warreamsa+aaq caasmatxiargrL -T}•.•T— rte, JNJ II JL K\� V I Yy JL X IM4-%---IKjjf�r :• Applicant/ Date. Owners Name:,.Q,,a Reviewed: Architect/ Date Engineer: �,� Submitted: SCTM : Dis(rict: 1.000 Section: 13lock: 7 t,ot: Project2Q �// �D Subdivision location: 30 �i / 1 o.. 9L [. - Name: A r Siglc& separate Required cer(tri:cation: (Yes fNo) Rrq. Rcq. !_owing Dittricl: 11,0(size: Actua (Lot coverage ( Prutxsrd—�-dd I (From Propmd: _J (Side Yard ~Proposed:_ _J (Rear Yard Sib Proftsed• CT�� Project DeScription: AGENOURRAIM Permit . BFQUIRN I FOR REVIEW N.A. NO YES Numb-or Suffolk County Health-Dept. �/ ( � -- `�►� New York State. D. E:C. -i Town Trustees Town Zoning Board approval: Town Planning Board approval: l" Flood Plane Elevation??? Flood Zone: /77 5� 95-19.5(1/99) . NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION APPLICATION.FOR PERMIT TRANSFER (In Accordance with Uniform Procedures, Part 621.13) Please read ALL instructions on back before completing this application. Please TYPE or PRINT clearly In ink. PART 1—TRANSFEREE(NEW OWNERIOPERATORILESSEQ COMPLETES: 1 LIST PERMIT NUMBER(S)AND THEIR EFFECTIVE AND EXPIRATION DATES. ---. 1-4738-01411/00001 2. NAME OF TRANSFEREE If other than an Individual, provide Taxpayer ID Diana J. Fischer _ Number STREET TELEPHONE NUMBER 1764 Browning Street 516 ) 771_-4779__ CITY STATE ZIP CODE Baldwin - NY 1510-2319 3. TRANSFEREE IS IVAN: N Owner _❑Operator _❑Lessee__ 4 NAME OF FACILITY/PROJECT Thor.De Property STREET ---..__North_Lane CITY STATE ZIP CODE COUNTY TOWN _ Suffolk Southold---- 5. outhold _5. HAS WORK BEGUN ON THE PROJECT? ❑Yes ®No If no, proposed starting date: _— _ Approximate completion date: .__. _ If there will be any modifications to the current operation, the transferee must attach a statement specifying the details fi CERTIFICATION: This certifies that the transferee Is the current owner/operator/lessee of the named faclllty, has a copy of the permit. understands end will comply with all conditions in the referenced perml' Facility operallons/projecl scope/discharges/emissions will ,emain the same. Further, I hereby affirm that under penalty of perjury that Informallogl provided on this form and all attachments subndtle(LI herewlth is Irnie to the beet of my knowledge and belief. F� I,see statements made In are piJilshable as a Class A misdemeanor pursuant to Section 210.45 of thee Penal Law. Signature and Title _ J_= 1}j_{LI��f ._ _.___—___._.._______ ..__.-_. . Date le / �✓.__ PART 2—TRANSFEROR(FORMER OWNERIOPERATORILESSEE)COMPLETE;:-- _.-- I. NAME_OF TRANSFEROR If other than an Individual, provide Taxpayer ID Edward_ Thorpe Number S1FEETJ TELEPHONE NUMBER _1_2_ Norcross Street _ _ _ 516 ) 536-7982 CITY _ STATE I ZIP CODE Rockville Centre NY 1157() 2. NAME OF FACILITY/PROJECT, IF DIFFERENT FROM NAME IN PART 1: 3 CERTIFICATION: This certifies that the facility referenced in Part 1 of this form will be/was transferred to the party Identified as the new transferee (ownerloperator/lessee)oor� (date). Signature and Title f�i. _—_ Date �� PART 3—PERMIT TRANSFER VALIDATION SECTION—DEPARTMENT OF ENVIRONMENTAL CONSERVATION COMPL S: ❑Transfer of permit approved. Transferee subject to conditions of permit,without exception. ^Transfer of permit approved, with th`e following modifications: ❑See attached revised permit page(s) _ _' 71 e__ 2 { 4C Ep (�` 5�,�(�ZC\ Y2� ( C�C-/1�ri V1 l` /Vl V1+ Q- V _W1 6 �o �s—L7_It S�kl bE -E�__Re.rM fd- 9,d a-�►ed _+0 4�1« e_.s- ---- -- 11 New application required Please complete the enclosed permit application and return it to the undersiuneu Regional Permit Administrator OviSion of Envnonm/en�lAal�Perjm�its �/ Signature _--.F —zLe t.11f -7—T Pl�A1f1 1�4 /tet- -- Date 7/ eg one Perm dm-Ims ra or Covenant and Restrictions Within ninety (90) calendar days of the effective date of this permit the permittee shall incorporate the following language as a notice covenant and deed restriction to the deed of the subject parcel: "This covenant shall serve as notification that regulated freshwater wetland #GP-1, is located on or near the properties of_Diane Fischer and her heirs, assigns or successors as described in the Suffolk County Tax Map as District 1000, Section 31, Block 7, Lot 10, located on North Road in Southold, New York, and is therefore subject to current environmental conservation laws regarding the conduct of regulated activities on such property." "Whereas, it is the responsibility of the owner of the property to obtain a current description of all regulated activities from the New York State Department of Environmental Conservation ("NYSDEC") or its successor organization for the purpose of determining what is considered a regulated activity. Performance of any regulated activity will require prior approval by the NYSDEC or its successor." "Whereas, the 75 foot area landward of the wetland boundary as shown on the attached survey and described as Non-fertilizer non-disturbance buffer, will be preserved and will remain undisturbed and in natural vegetation in perpetuity. The following activities in the preserved area are specifically prohibited: clearing or cutting of vegetation, application of chemicals, excavation, grading, filling, construction, erection of any structures, and use of the area for the storage of materials or debris. "The foregoing covenants shall run with the land and are binding on this owner and his heirs and assigns, forever" -------------------------------------------------------------- Within ninety (90) calendar days of the effective date of this Permit, the permittee shall have said notice covenant and deed restriction recorded with the Clerk of Suffolk County. Within thirty (120) calendar days of the effective date of the filling with the county clerk, a copy of the notice covenant and deed restriction or other acceptable proof of record, along with the number assigned to the permit, shall be sent to: NYSDEC, Regional Manager BOH, SUNY Bldg. 40, Stony Brook, New York 11790-2356. Any violation of these restrictions, covenants, and agreements shall cause the violator, in addition to any fines, penalties, restoration, and/or forfeitures prescribed by law, to pay for any and all reasonable legal fees and expenses incurred by any party in enforcing the covenants, restrictions, and agreements contained herein. Failure to comply with the filing of the above covenant and restrictions may result in permit revocation and/or the assessment of financial penalties against the applicant. WMIUAVC So WELL , CESSPOOL CESSPODL---,,o WELL--* �� ■ ssu �e AMSOWD M v" T97t919 , AND OONOrrKPM A panum N9, - -A -Q(4ar/0crV/ DAT! CERTIFM T0: DIANA J. FISCHER UNAUTHORIZED AU6B1TM OR AOOITM w Aq:OIlOM1� kLN1 111E TO IM SIMVEY IS A VIOLATION OF FOR AM SgW94S,A5 � exic N I OF 71K tlFl� \OMC STATE Joseph A. FOR S ka WE AAD MMR V ALO E0IIGRION lAw. Jos POR AMTS CLAM LK 11K Imo► MOlkc 4TA 1810 1111.E A®D(7A11(al l% OF 7s SUn1EY IMP MOTWAI am" arveyor T SMAL 1NE COPY. SELand - O BE A VALID TO IKI IS ANelui 'v" �UME" AND qvA A 7f y�.. Nlld+. °F aX PTULL PHONE (931)727-2010 Fax (63.1)727-1727 �p R![ a Mr Of MAY GMCE5 EMIM AT AMM A0ORM @\.<� ^\�Q�/ N.Y.S. Lic. No. / F I1B M 1390 ROMME AVENUE P.0. Bon 1831 SHM AM Rfd3tM . NOW York 11901 R whead. Now York 11907-0985 JAN Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release la Data filename: C:\Documents and Settings\mbert higgins\My Docvm®ts\COPY D t 104\builders\denicola\cape east marion\energy.rck PROJECT TITLE: Proposed Cape br East Marion. NY COUNTY: SuMlk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family l' HEATING TYPE: Non-Electric WINDOW WALL RATIO: 0.17 k ' DATE: O DATE OF PLANS: 5-6-04 DESIGNERiCONTRACTOR: Pete Denicola, Builder ' COMPLIANCE: Passes Maximum UA= 369 Your Home UA= 360 2.4%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Palet R-Value R-Value U-Factor UA Ceiling L Flat Ceiling or Scissor Truss 892 30.0 0.0 31 Ceiling 2: Cathedral Ceiling (no attic) 350 19.0 0.0 18 Wall 1: Wood Frame. 16" o.c. 2150 15.0 0.0 136 Window L Wood Frame:Double Pane with Low-E 325 0.350 114 Door I: Solid 20 0.400 8 Door 2: Glass 40 0.350 14 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 1140 30.0 0.0 38 Floor 2: All-Wood Joist/Truss:Over Outside Air 28 30.0 0.0 1 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Profssional has stamped and signed this page, they are attesting that to the best ofhisibcr knowledge, belief and professional judgment, such plans or specifications are in compliance Kith this Code. Builder RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Solware Version 3.6 Release la DATE: 01i24105 PROJECT TITLE: Proposed Cape Or East Marion, NY Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2: Cathedral Ceiling (no attic), R-19.0 cavity insulation Comments: Above-Grade Walls: [ ] L Wall L Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with L.ow-E. U-tictor. 0.350 For windows without labeled U-factors, describe Eatures: #Panes_Frame Type Thermal Break? [ ]Yes [ ]No Comments: Doors: [ ] 1. Door L: Solid. U-factor. 0.400 Comments: [ ] 2. Door 2: Glass, U-factor. 0.350 Comments: Floors: [ ] j 1. Floor 1: All-Wood Joist'Tmss:Over Unconditioned Space. R-30.0 cavity insulation Comments: _ [ l 2. Floor 2: All-Wood Joist/Tmss:Over Outside Air, R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed [ ] j Recessed lights must be 1)Type IC rated, or 2)installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-IC razed, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side ofall non-vented framed ceilings, walls, and ffoors. I Materials Identification: [ j I Materials and equipment must be installed in accordance with the manu5cturces installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manuficturcr manuals for all installed heating and cooling equipment and service water heating I equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Dud Insulation: [ ] I Supply duds in unconditioned attics or outside the building must be insulated to R-8. [ ] Return duds in unconditioned attics or outside the building must be insulated to R4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces (except basements)must be insulated to R- [ ] I Return duds in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return dints in basements. I Duct Construction: [ ] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 18 IA or UL 18tB. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. I i Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point ofthe largest zone. I Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ ] Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source ofcombustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the,Veru York City Building Code, as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is pan of circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] I Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] I All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the healing energy is from non-depletable sources. Pool pumps require a time clock. Hutting and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 °F or chilled fluids below 55 "F must be insulated to the levels in Table 2. Table/: Minimum Insulation 77ttckness for Circulating Hot Water Pipes. Insulation Thi knesR in Inches by Pipe Sizes Heated Water Non-Circulatine Runouts Circulatine Mains and Runouts Temnetattue( F) Un to 1„ Un to 1.'J" 1.5" to 2.0" Over 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 LO 1.5 100-130 0.5 0.5 0.5 1.0 Table". Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pine Sizes Piping SystemTypes Ranee(F) 2" Runouts 1" and Less 1.25' to 2 �15to 4" Hentiog Systems Low Pressure/Temperature 201-250 I.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 I.0 1.0 1.5 Steam Condensate(for ked water) Any L0 LO 1.5 2.0 Cooling Systems Chilled Water, Refrigerant, 40-55 0.5 0.5 0.75 I.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Depamnent Use Only) 1 &C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 7 LOT(S): 10 #R10-03-005 ,� tq O _ =I `�h'10 "" 0- N NI G4C il(ONG � M31 M1EYt LL.IYt -�-1 -' Sill E 589.11'I Iii ---!i *TSB 0� N88'25'STE Nl 5p7g4• 79.59' S7�09,14 j �- 76.27' `137. 381•30'41'r jJeYxZj r"icS8& .22N8Tm oC ' ' S �JS.57' 51.57' ?68soa�� \ 26.90' S)6•f0,�)Lr ��0 t - — - _ f a A \ 1 Jg'4Jr Sfy wo $$ 0.,� \ *a _ CPaRY V tr s s \ - [fu ^! ;?T m°v\ \ �/ ^ \ \ ,�• vk 6707?7 h7 0 \ \ aA• a '�.. � \ ♦ / _ �� � \ JIB T`34T. �' Mill o - - - - - - - - - N90'00'OOw 146.07* a to 1', 27'lOw \ Yi a 14I 0. 1TJ a "• NORTH (30) a m, r 390.71• , y LMI.1C Nao> LANE a w 1782'J,ZDw NpL 171,74• AO 04 OF a I y 20 ElFINAL SURVEY 03-16-05 Z �n 1*� FIRM ZONE All 9) U-14 UPLAND LOT AREA = 98,845 SO.FT.AREA: 101,940 eq.tt. OR 2.34 ACRES Ecfvancw DATUM, _N_G_V.D._1929 ----_------ SUFFOLK COiiivTY G=i?',',;•-��_•iYC,:,, ,`._,• ;. • , _..., UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION OF SEC17ON 7209 OF THE NEW YORK STATE EDUCA17ON LAW. COPIES OF THIS SURVEY A'Fn3Nf!,G•?C,�,�y-;,.::,.__ ' O NOT BEARING THE LANA SURVEYORS EMBOSSED SEAL SHALL NOT IS CONSIDERED E BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN n .6,,.`G•��j �•.7 + LWLY TO THE PERSON FOR MN S THE SURVEY IS PREPARED AND IO HIS BEHALF TO THE ORE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION PR A`Ilf`�'`Lr�I"�°';- „�,`'.• e' LISTED HEREON, AND TO THE ASS/LYYEES OF iNE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE. ° '- Da,e O OFFENDS OR DIMENSIONS THE P HEREON FROM Alf GUIDE LINES TI THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE IMPROVEMENTS 77iEY ARE NOT INTENDED i0 MONUMENT THE PROPERLY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS T i0 SEW,Lit.' {.:;�,.;_.,. , ANO/OR SUBSURFACE STRUCIURNS RECOROfO OR UNRECORDED ARE NOT GUARANTEED UMf55 PNYS/CALL Y£NDfNT ON 7H£PREMISES A i THE AME OF SURVEY - E ji MAr OF. DESCRIBED PROPERTY CERTIFIED TO: PETER DENIM& be Sahfe xyy FGF: .. - •.::.r t, MAP OOF: t FILED: SITUATED AT: EAST MARION 0!TCL'C.;'r`a iteP:iii@i r�/iil:a(,IOT:7 iIt TOWN a: sourHotD KERM U. VOYCHIM Ls. SUFFOLK COUNTY, NEW YORK Land Surveying and Design 44>opa P.O. BOX 9 KATt1TUCX. N.Y. LL952 FILE / 24-103 SCALE: 1`=50' DATE: SEPT. 28, 2004 PB0116 (831) see—Lees FAX (031) M—lees N. Y S. LIC NO. M227 m.inWnln[ L . r.c..A. oI Ii J. e.nnnq S.C.T.M. NO. DISTRICT: 1000 SECTION: 3T BLOCK: 7 LOT(S): 10 SSB• ' p7g�"E S89'I Il 9'E 7779.59' N825S7"E S7' S)431.0914� $8T•3. . ' � 76.27' ` 3)• 410 � 13341 / ^y t ,✓// SS \ \ ? f 9 J v m�iA'Amx ^fib _ �Jc. • - za•.LApEi t al / ' cyy m�l - \ S79Jy� 0 ;Z� N86'42'28"E S82-34I9 N8T79'46'EDD 2I57o ` .57' 26.38•N26.90' S76 .1p t7 39.43• S 8 ' s � OJ• •M1O � � � _ _ � � � ralxaiax / ' �A gyp• _ _ \ � � _ � ♦ \ i.7y C. '�O\ _ w IOGiRM q .0' 2 27.4' 42 \ 21.0-1 N \ N90'00'00"W 146.07' N86'27'10"W a ru s ru a nx I �7 a 164NORTH 3 \ \ r3D') a na 901' .7 I2 LANE a14. NBr3rzoly \ NIX 17/.74' AO Sg410KRWER p1 Eur~OF Z y m N� FIRM ZONE AE(EL 9) UPLAND LOT AREA . 98,845 SOFT. AREA: 101,940 sq.ft. OR 2.34 ACRES ELEVATION DATUM: _N_G_V.0_ 1929 rn UNAUNOR12ED ALTERATION OR ADOITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMEN901VS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCR/R£S RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: PETER DENICOLA; 6 2004 MAP OF: FILED: SITUATED AT: EAST MARION TOWN OF: SOUTHOLD KENNETH M. 1r0YCER L.S. SUFFOLK COUNTY, NEW YORK f, Land Surveying and Design P.O. BOY S MATrrrUCK. N.Y. 11932 FILE a 24-103 SCALE: 1"=50' DATE: SEPT. 28, 2004PH0lR (831) =B-IM PAIL (031) 8Ye-l6ea A. Y. S X NO W227 m i,o. og l a r.cor0. or ftI I. smooNIy Permit Number REScheck Compliance Certificate Checked Bv/Datc New York State Energy Conservation Construction Code REScheckSoftwarc Version 3.5 Release le Data filename: D:\builders\denicola\New Folder\energy.rck PROJECT TITLE: Proposed Cape for East Marion,NY COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 05/10/04 DATE OF PLANS: 5-6-04 DESIGNER/CONTRACTOR: Pete Demcola,Builder COMPLIANCE: Passes Maximum UA=369 Your Home UA=363 1.6%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 892 30.0 0.0 31 Ceiling 2:Cathedral Ceiling(no attic) 350 30.0 0.0 12 Wall 1: Wood Frame, 16"o.c. 2150 13.0 0.0 145 Window 1: Wood Frame:Double Pane with Low-E 325 0.350 114 Door 1: Solid 20 0.400 8 Door 2: Glass 40 0.350 14 Floor l: All-Wood Joist/Truss:Over Unconditioned Space 1140 30.0 0.0 38 Floor 2: All-Wood Joist/Truss:Over Outside Air 28 30.0 0.0 1 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,belief,and professional judgmet specifications are in compliance with this Code. 2b ti, Builder/Designer Date °� ��• REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release le DATE:05/10/04 PROJECT TITLE: Proposed Cape for East Marion,NY Bldg. I Dept. Use I I Ceilings: [ ] I 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: [ J I 2. Ceiling 2:Cathedral Ceiling(no attic), R-30.0 cavity insulation Comments: I Above-Grade Walls: [ ] ( 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: I Windows: [ ] I 1. Window 1: Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: I #Panes_Frame Type Thermal Break?[ ] Yes[ ] No Comments: I Doors: [ ] I 1. Door 1: Solid, U-factor: 0.400 Comments: [ ] 2. Door 2: Glass,U-factor:0.350 Comments: I Floors: [ ] I 1. Floor 1: Atl-Wood Joist/Tmss:Over Unconditioned Space,R-30.0 cavity insulation Comments: [ 1 I 2. Floor 2: Afl-Wood JoisVfruss:Over Outside Air,R-30.0 cavity insulation Comments: I Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air I leakage must be sealed. [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-[C rated,the fixture must be installed with a 3"clearance from insulation. I Vapor Retarder. [ 1 I Required on the warm-in-winter side of all non-vented fumed ceilings,walls,and Boors. I I Materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ 1 Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ 1 Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. I Duct Insulation: ( ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] I Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ 1 I Supply ducts in unconditioned spaces must be insulated to R-8. [ ] I Return ducts in unconditioned spaces(except basements)must be insulated to R-2. Insulation is not required on return ducts in basements. • I Duct Construction: [ 1 I All joints, seams,and connections must be securely fastened with welds,gaskets, mastics (adhesives),mastic-plus-embedded-fabric,or tapes. Duct tape is not permitted. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [ 1 I Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. [ ] I Cooling ducts with exterior insulation must be covered with a vapor retarder. [ 1 I Air filters are required in the return air system. [ ] I The HVAC system must provide a means for balancing air and water systems. I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. i I Electric Systems: [ J Separate electric meters are required for each dwelling unit. I I Fireplaces: [ ] I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] I Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code ofNew York State or the'tew fork City Building Code.as applicable. I Service Water Heating. [ ] I Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water beater has an integral heat trap or is part of a circulating system. [ ] I Insulate circulating hot water pipes to the levels in Table 1. I Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. I I Swimming Pools: [ 1 I All heated swimming pools must have an ontoff heater switch and require a cover unless over 20% I of the heating energy is from nondepletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. Table l: Minimum Insulation Thickness for Circulating Hot Water RPM Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(F) Up t0 V Up to 1.25" 1.5"to 2.0" Over 2" 170480 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(F) 2" Runouts V and Less 1.25"to 2" 2.5"to 4" Heating Systems Low PressureiTemperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) SURVEY OF PROPERTY SITUATED AT EAST MARION TOWN OF SOUTHOLD -MARION SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 -07- 10 SCALE 1 "=40' NOVEMBER 27, 2002 S 89'11'19" E S JANUARY 3, 2002 REVISED SITE PLAN S 7 - LOCATION 8Z0 f N 88'25'57" E N 77.07%•, / nE Li __ 79 59 _GIN WATER wteK- T� f S 8130'41" APRIL 2 00 _ q ft. - � 76.27' _i/ s.V���P¢rc.A 1.- _�__ 33.41' E ( TI[AuN)D 2.34039D 4 2 3 R } AREA 1 s . FAR 5 a 94e j� ���— —G - _- _ - - �,I_` a So• _S 82'34'59" ro Gj h . NWo I T -- _ 07 UJ S 80.02.22„ tV fi� 4604 / - _ - - - Lv- - \ 35.51. E 7. 4tio,>ti /�' _ - ' •- m _-�� N 86.4728" E E 821 S OESAPOOL— ( wG�C' 0� / f/ >t� 'Sl,/ - _ _ �¢ �� V kAc� 51.51' 6.910'47,. S S 9 �xmy s v / F • / p l ,� I�- _ S@ �� 9.4 E 9• C' 4 GjQ JS s- / �ONE' .,x .- - _ r - -� a Fuc ""f-- `3 Ao367 O.LV4u n' �A, / /!F 1QNf _ -^ ¢ _ - �: ;� _ Fuc w Fuc ruG _ \3q•q•,E, Q I I 1 - o) EDGE OF FRESHWATER BETI 05 4� a� 7 1 _ O - ri m __ 'E" ON e LED BY EN-ODECOFrAHis c S �{ }y W ♦ l 1 - 1 _ A a �� ffJ. 0 2 WE d o3• I_ FF k C ��� \__ NO GROONIS OISARITUR9AM0INO Io.) A 1 T _l� Ly _ SGRE£IED �6L"REE, FE PaRGH C = FLOWS; H i 4 flAL' \ DA O OWED \. \ so Q - `.r1 PROP3Psm vanmt - _ - - ryo rH - Poearl �. ; Roof DI d ses' COYAMPON TEST HOLE _ - �\' 1 o x, MOPOEGp _ _ �V P I 3 Part�G' %vllc>ySTpM N V - __ ( Yp ___ T ___ _ IIGpUp p E. EBNDR iW p�qp Xt �S� ED W coucFOMON _ __ � WELL T V/ ;P �� V n volLni.—� N 90'00'OQ" W vao� 'r=c.46u�wIRE N 86'2T 10" W _ INT TY POLE �I` L << �. ;�/. . I I z 6T to .. xW 1 - FRGE pr Rono -� _ ' "Oyl P o T H LN�I F - --- , . �o _ . -,�- 390.71' N IPRITATLE ROAD) 823130•` W i rBO N FDONB FouNOiV (PDB CpNc. MON x (� CONC mom \\ �\ ----- -y LIC WATER IN STREET) _---- - _ U`f .a° s o — D ��V lo" VI, 177 74' _� WELL V^ crssaaoL—� T rpuND co c WN \ ". [ / DWELLING �� %�crssPpDl q� cC PDONNN A MON '101A �jtP wEu \\<A A- ETil UWELIJN[ DWELLING ,4PN "KJ] (uses Puauc wmER) '\ ENT NOTES TP 1 ELEVATIONS ME REFERENCED i0 N.G.V"D. 192 DATUM � � �\ EXISTING ELEVATIONS ARE SHOWN THUS:- \ / EXISTING CONTOUR LINES ARE SHOWN THUS, 2 FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO177 G WELL ZONE AE BASE FLOODELEVABORS DETERMINED ZONE X AREAS OFIERMINED TO BE OURIOE 500-YEAR FLOODPLAIN 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO A BEDROOM HOUSE IS 1,000 GALLONS I TANK; B' LONG, 4'-3' WIDE, 6'-7' DEEP 4. MINIMUM LEACHING SYSTEM FOR A i0 4 fiE0R00M HOUSE IS 300 sq If SIDEWALL AREA - c65P00L—y / -. ­lF.lD.L 1 POOL, IY DEEP, B' d10. Pfn PROPOSED EXPANSION POOL 4 PROPOSED LCACNING POOL WELL PROPOSED SEPTIC TANK \ W 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD \ OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. - G. UPLAND AREA IS aq f1 CESSPOOL-�( ,8 TOTAL LOT COVERAGE GE = LBG3 aq. ff OR 191% OF UPLAND AREA \ PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) TEST HOLE DATA FILL of Al"Er- — rl"rvCEREP ne CxME (TEST HOLE DUO BY MODUNALD GEOSCIENCE ON SEPTFMBCR 2S, [002) P.REItAce D IRPNCRp1PCree- EECON PRED, .FEES, CERTIFIED T0. A OCRRALL _ �_°`° _ cL Ile _ „ DIANA J. FISCHER WIN 4- p . m 'REOPEN CIE. COR wP FT 4" Ib in v�'m In Pa,1. vC/I_ �D �x DR.. SILLY CWP SM taANORair 3a o �� ! Eo"° CAR IT/ 0 NO a Y - unautHDR¢Eo ALTERATION OR Anon10N PREPARED IN ACCORDANCE WITH THE MINIMUM TO THIS SURVEY IS A VIOLATION OF BYA THE LI FOR TITLE SURVEYS AS D ADOPTED EDUCATION 7209 OF IHE NEW YORK srATE Joseph A. Ingegno Dr THE unLs AND APPROVED AND ADDPTED EDucaloN IAw FOR Sucn NSE OT THE Ew YORK sTA1E LAND _ PTLF. ASSOCIATION COPIES OF THIS SURVEY GAP NOT HEARING SEPTIC TANK (il - -" THE LAND 5EALESOR 5HAL INKED SEAL SI Land Surveyor EMeossED srnL SHALL NOT BE CONSIDERED _ � TO BE A VALID TRUE COPY. - 1 r➢rC ANN U vN.NR A 1 10. COR. NOP.R .PC.GRFEO, M)N� V _ PAI£ BRDWN RNr TO POORLY KFA 'A /� - I. AI Y .1?HnYCAA ..W l'NOR rvE slRrxciry or P,Wo qI nT 3a rv.Ys - x _ ,,(,`!�' �,1A f CERTIFICATIONS INDICTED HEREON SHALL RUN wy rrlkxRALL,emlo i+l Piop MIMING coOF Z.A> TxeN jER, or s'µMNu[n r�DncrE'Ia�i�w pn ' __ _F' 25 - r�u J.6 ATE 'C �'TT^ '( ,�S) ONLY ro THE PERSON FOR WHOM THE SURVEY o nY xc Ysu+ ICO/ IS PREPARED, AND ON HIS BEHALF TO THE Air HCON, IPAT A WE sQR N iM K SMNLPAGE,BE INOr IPA RFDA 1ETOR RLNIIf WRIDEFFEGN x Nl PflE OR PEA MOxs (Mlrl A LLVI mIERWCE o1 xl/.0 -- S PTLE COMPANY, GOVERNMENGL AGENCY IJJO I1NE' SIIIVe VS - SubdlVlSlops - SIIe PI - CoDSINCHOII LDYOIII CRALF RRH y 11°,. , LENDING INSIDU➢ON llsim HEREON, AND VEL c A Io'min dnA� NICK CEO Or u[ eEn'ml .PncPTLalx wxyo ausi swu eY wllrtuxrn - D�",�( TO THE ASSIGNEES OF THE LENDING INSTI- LEACHING Pool (tl - �- I TUTION CERTIFICATIONS ARE NOT TRMISFERABLE PHONE (631)727-2090 Fax (631)727-7727 wxI uu.1 Nc SNri NR A 1 m. F... xa15F s wP w x s P[w.u1 MG � ���� Paou IT caP. as OFFICES LOCATED AT MAILING ADDRESS 7 .A.nxc Pools ua m RE CLECOPA ED OF PREuaI O.F.CoP CONCCErz (o. YouW D. ov mo' ��`-,'E__- . AND/OR EASEMENTSOFRIGHTS F 1380 ROANOKE AVENUE P,0 DOE 1931 IM, esaiN.C. soup Doors Aro/oR swa t,1, N.Y 5 LIE. No 49668 Pfl hT REPBO LL Co LDREED(Ox mMAq Aw. IN PALL ORE. ANY, NOT SHOWN ARE NOT GUARANTEED. RIVERHEAD. NeN York 11901 Riverhead, New York 17901-0965 A 10'is AN smi, c6TµcL or LERFER,PPPu WP wATYR NPC 1.FF MARTERm fl E To C." SAND SA _ or PPms — W Mu x �- A . A' mIC ..Cl REIWEEN Al HPORNC IS..WP so RO TANK OAA-9E-I.E. 17' - _ 22-4248 SURVEY OF PROPERTY SITUATED AT EAST MARION TOWN OF SOUTHOLD MARION SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-31 -07- 10 SCALE 1 "=40' NOVEMBER 27, 2002 S 89'1,'19" E S JANUARY 3, 2002 REVISED SITE PLAN S E 79.59' 73.0g. APRIL 24, 2003 REVISED PROPOSED HOUSE LOCATION *\ E N 77.07'49" ---- 43.3\S 81'30' _ q f,. 4 N 076.277" E �/� TIE __ " AREA 101,93945 s . 76.27' S7 __°•c'�_ _ -�\ -4 j 1•• E S (rD TIE UNE) 2.340 ac. __ -c __ PLS SP'SO. S 82.34'59" - -_-- _-_- '- _ _-- 3A. S 80'0 26.38 E c -.�_�___��-�\-_� 9• 2'22" E E 9'46" \O,y„�k�y N 28" E 826.90' Gv 86'42' S 76-10, C`i' R' \ '1/ ' ___ 6.1 47" SS cFssPo01—y 5w �.w,'7 ♦e rE' S_� /' \ \I?NE\A , ¢""/ // i% e.P\ \\\, /ii //ice/://' ,_ / /i!'•_ ___--_- �: \J`\ __ _, •43' 9-3 4 GJ . / / l / vo 1 '� % - / / / / / //// / / '/ - r-_ \\�.`_ 1\\P\\\ ze ivD - Fuc I 4p 7 OQ• 4 I a.—c NE\ \ \ . / / / T1AG 4+ ti ° ] •'///// I I 1 \ �'\__''��/ / �\ \ \ "//////11 I l / am' ��� ����`o\ u0 AS EDGEOFa,wmxw itirt6. �'Oc¢' S- e_- r�' / / 1 \ _''// /� \\\\ �� ,// $I I I I j r: `\ �\ � ,�\�\�\\J��\ S � 6/�- /1Mot U� // - iVORa /N � �•4'/ :v -�����\`\:�\ e� Sfs o Is \\\\\\\ \\ � _/ \\ .� N TYMCR \ \ \\\\\\\ �'i�S%� _ .JN� r L�o 0L tb 4, JJ- _1 �' ��_ / / <�' /_J- / I l d � _ \\- \ \\\\\ \\ '�-__.1Zs-- _ _'_11 1 \ \ \` �/ III\\\\\ '\ \\\\t / / I r - IgRYWiL \ �\ \\�\ � / _/' / 1 \ \__ ��// II \\\\\��\\\\\ Shp 9 IV T4-p_ `_ �., /// /''' /// I 1\ _ ./ ,OR war ORAIN9 % �\\ 1-c __ '—� �f- —<\\y � \ __ i / .1199\yI\I\1\\I� 13/;2j. d O /5, £' `.T. _ / / I \ IAJry{ —_-•-6 . \`� \` / // _4 f S BS'24'2U• 2OF.. f �' / ..,E ,(ANC ' 6 � \\\ \\\ \\\ 19,3'F�WELL / /% //r // / l �r M:V 3 ' UTRY L '- POLE -=•�C�sW ORE N 86'27'10" W unurc POLE 6 Poo N 0'00'00' W—____ _ / \ P //./ //.// /// / / I mm EIIGE OF\RWfI ` 'Lrh crT 5� / k�Xyyy` d 1 r�fi9 ---- •1Ld a z0 -_____ �'//i / / ' //zp. / / \ / dY --- ----- RTH L1 E --- -- -- 390.7,' - ;;,�, /, r ( (PRIVATE ROAD � / / N 2$ � ' .i/////,/�Dl / \ ?a T 169 rouxo FDuxo \ 1`17r.w) ) •129 __/ /� "�W - --— CONI MGN. . (�J Cwc NGN (PUBLIC IN STREET) / / - ro /a / // // / /� \� •1,71.74' WELL C65Pa0L I FOUND CO NC. MGN. 9' G �cESSPOOL K\7/ � DWELLINGV� ry `\ LW'UUN OND WELCIBII" DWELLING �,?j DWELLING l Esjl� 7 (UsEs PUGL'C WATER) L� /J NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.O. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS%U �7T COSTING CONTOUR ❑NES ARE SHOWN THUS: 5------ 2. FLOOD INSURANCE INFORMATION TAKEN FROM: FLOOD INSUMNCE RATE MAP No. 36103CINED G wpu ZONE Xt RASE FLOOD INED TO B OUTSIDE 5 SUFFOLK COUNTY DEPARTMENT F HEALTH S RVICES ` ZONE x: MFAs DETERMINED TO RE OUTSIDE SOp-run FtooDPwx. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GA=NS. F FOR APPROVAL©A^O1'7 TI7.iJ0'I'�LJN RA I TANK: 8' LONG, 4'-3" WIDE, 6'-T DEEP •• 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq It SIDEWALL AREA. 6-MGLE VAMMY PaL�3MEN ONLY ;-,�CESSPoOL CFSSPWI I POOL: 12' DEEP, 5' dia. PROPOSED UPANSION TOOL UATBL.1.l.' REF.NO. EJ ® PWONDSM LEACHING POOL APPROVED yI , ®PROPOSED SEPTIC TANK FOR M& MUM OF y7FIEDR WDL--may 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD I Y OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. E=m Tm=YEARSMom DATE OF VAL _ 6. UPLAND AREA IS 98,545 p. H. cE5�0aL TOTAL LOT COVERAGE = 1.683 sq. f1 OR 1.91% OF UPUND AREA WELL PROPOSED SEPTIC SYSTEM DETAIL (NOT TO SCALE) TEST HOLE DATA IrAm ...'sea, 'V i�Hr GfT°AW 02u°1 How w.a (TEST HOLE DUG BY M DONALD GEOSCIENCE ON SEPTEMBER 25, 2002) CERTIFIED M.- 2.6= .- e"' unmxiPo®mini' TEoua r'Awcra`mll mva mrwn a vamr nllos aEv.w¢ D- n e' a' DIANA J. FISCHER MMTF➢RE M'ml mN. "AJgjjip•A2 nM R m - I• ov LLtV. IflCxm In'/r P µ BROW SILTY 6Wo 9M Ax" mu "xiie Ixmrt �' UNAUTHORIZED ALTERATION A MC OR AOORION PREPARED IN ACCORDANCE SURVEYS THE MINIMUM SE THIS SURVEY 6 A NOU110N OF Joseph A. Ingegno F ;`•-$N; STANDARDS FOR MILE SURREYS l5 ESf4DUTED SECTION 7209 OF THE NEW YORK STATE BY THE LIALS. AND APPROVED AND ADOPTED EDUCCOPIES UW. FOR SUCH USE 6Y THE NEW YORK STALE LANG TRLE ASSOgARON COP166 OF THIS SURVEY MM NOT SENDING Land Surveyor 9 PTIF�TANK 01 __ •.'+' THE USD STEN, SHALYORSL HOT SEAL OR EMBOSSED SELL SHALL NOT BE CONSIDERED°�t I,j� _r yv. TO BE A VALID TRUE COPT I.YNNYY fkTIC l.Wt W WYIYS 7011 A I m 4 BEM XGI4 R I.mO aWA6 --.:FF. �'1 pNE 91gWX FINE TO C.8Wo SW ." S✓/ Y/Axt e• I01J4 ay.,�w_r M,e H .._ ..,+.., � CERiIFlGTONe INpIGTED HEREON SHALL gLIN ?CMJ^ElE 9YY!WS A YMYW ftlPN]M1E SIRMM Cf].WO LY AT 9e M19. .'�� `•� �"Q ui Ixe Pvu�,eE A wMNY a s•,n to Txu118a o s•TIG A Ymlu1 THO,Me aF''. .^5^-=Y hl - �,Y ? 9 ONLY TO THE PERSON FOR WHOM THE SURVEY taA wvu mxMN A=x9 m II 0, Ax AAPIs mc[of wee TR Y LLj Q O r IS PREPARED. AND ON HIS BEHALF 10 1NE c Au saes Elxi IE,MAm As CHAT THE Twt N YMmaRm. __ _ 1/ pp 1� TIRE COMPANY, GOVERNMENTAL AGENCY AN Title Survay6 - Subdivisions - Site Plans - Construction LOyOM! 6 Rc efAc TANK!WL C Masi P'I N-O'Nosesse[A11N A—mUWxa C tl/aU CT`c�n='f: t.1 A' t LENDING INSTITUTION LISTED HEREON, AND w A uYKxx 7'txcx IEa d mYTJCfEo wxa w PG oRY,n -. 111 TI. O TO THE ASSIGNEES OF THE LENDING INST- S A,w mH cl 4 MR.SDHs T.W[W xwse sHJ1 ee MMMewas LEACHING POOL (11 A'A " � �� 1. Tax 631 727-1727 _, ,Fy .` , TUDON. CERTIFICATIONS ARE NOT THOISFERABLE PHONE (631)727-2090 ( ) I.Yxwu uw+x xgt FOA A I m f.. xwf a Goo s%.allwu xu - -,�� I�f;�� J� MAILINC ADDRESS I ,sous, Ir Om,s n.. - THE EXISTENCE OF RIGHTS OF WAY OFFICES LOC47m AT .Owasso Huls AIE m E mxsne"Tm of PxrM MYa01"m FrnGaTE(w mNAU a O.9' �c ''i`><:+ taY F P.O. Boz 1931 Irzvmi snYASLwm,sn"Owls wO/w vAlls /CjU ANO, N EASEMENTS OF NOT RECORD, IF 1380 ROANew AVENUE cowe NLUE eE aF xv ar Ivxrw®mxTKTe(Me EMYL). xWTFR IN PALE,SMHD [t . ...+Pl V.S. LIC. NG. 49668 ANY, NOT SHOWN ARE NOT GUARANTEED. RNERHEAD, New York 11901 RiYerhesd, New York 11901-0965 a.A 10'mh NBLWOE PEMFDI IF.'LNNC PWLS.VD M1FII IH 51W1 F WM m FINE TO CD11�YND SY SµC. oHWmL wawgx ALL uxaN i.SIWJ.6 YTMw • xl E mF wrx1E Emm1 xL IfNimO TOg3 xE lfPIG iANt EYYL x WNTAxF➢. 17- _ 22-4248 r . R+ ICt - II fyFNERA 1,CONS]' tilC'1'ION NOTES i k II� • - 20. Gland openings in wind-borne debris region(areae 22. Design Load reformation: - - �i� Nailing Schedule for lateral and shear connection requirements in Exposure-B>?C L All work Strait conform to file 2002 Residential call*of 10. No Ugckail shop be laced against the foundation walls +t;Ii, , - -r•.�--!'_`•-- " ' �_ �_-- a Iron U un than sleeping; h f and I' P 8 within hurricane prone region within one mile of the a Ground mow load: 45 psf Description � Number of nail spacing � I' Common nails NEW YORK STATE, Local Building,Zoning & The until Dat Door treating h In place or brace fi)unJa could mein hlgU wafer line where baste wind speed It Rooms other L 40 of Pater thud al New York Stale Ener Conservatives Construction 1 t. Double gists tinder angel partitions anti under i _ \ <apml only I � i 10(mph) 120pnph) ¢Y t P P 110 males per boor or greater or 130 miles per hour,shxll I11P1 Opaf - Code.ALL CODES dull mepercede drawings slit shall it]all Ipo kl6 Double frame around all Openings In floor meet file requirements of the large missile test of AS'r111 a Sleeping rooms: LL-30 psf and UL-10paf ROOF FRAMING q_BU 4-Bd per faller Rafter to lop plate (loe•nalled) he incorpm sled Ida drawings whether they are anti roof awning. E 1996 and of ASTM E 1886 referenced therein. d. Roof: LIr30psf and DL-10 pit Ceilla0 jolsl to lop plate(loo-nailed) 4-0U 4-Bd per joist Indicaled on the plana or not. 12. Metal Dmeldng shill be provider[were concrete aUnls (8301.2.1.2) e. hoof wllh cathedral ceiling LL=70psf and c, s '• \ -l'��- � I Ceding Joists to parallel rafter(face-nailed) 7-i6d 8.16d each lap Calling foists laps over partitions(face-nail) 7-IBd 8-i6d each lap 2. The reference standard i6d was utilized in the design of wood,and were decks abut hones framing. a. Exception: Wool structural panels with a UL=ISpsf C''''I•� 1/4 bat- ,�% Collar Ile to rifler(face-nail) 3-Bd 4-Bd per lie the drucmre Is the American Forest& Pnper Association 13. Johns hangers required at nil gush structural Ind midnum Thicknen of 7/16 inch and a maximum f, Decks & exterior balconies: LIF6Uluf and / I 2-8d 2-8d each end AF&PA wood Dame construction manual for one-mad hearing conditions. span of 8 reel shall be permitted for opening DL-10 taf ,Imdln,max, 0 a Blocking lb utter poe•Nail) ( ) ¢ r P P 8 a/a tOlet••!'`2"Mm. ��Ir,=� I, Ran Board to roller(end nailed) 2-18d 2-18d each iandlex two faintly dwellings 1995 high wind edition(800-890- 14. All habitable rooms shall be provided with nggregnle protection. Panels shell be precut to cover the g. Guardrails and ImnJraiLe: LL=2gOpef , ' - dopey Mnx. "a93.Jotst-- "'I Rafters to ddge,valley orhip(loe-nail) 4-18d 4-1L;d per rafiler ,a 7732 TIIIS 81ANL1AL droll Ue Inco ul•oteJ Lata the lain of o ndulmum of 8/ of the Oaor arca of Ibnt Inud n Penin a with Atmchmenl hardware h. AIUc wllhanl storage: LL=10 f nnJ DL= 10 ref Jcl:tlr,moa. " Relleis to ridge, valley or hip(face-nail 3-18d 3-16d per railer )• T ¢ 8 ¢ I ¢ ran 1 - a/a lolp drawings w better they are Indicated on the plana or not. imam.The minimum openable area(ventilation)/ball be provided. Atfachmenf itself be provided as I. Aloe with storage: LL-20psf and DL=10psf Max. WALL FRAMING 3. Written dinwuero ss short take precedence over sealed provhled at a minimum of 4% follows; J. Seismic design category C r/y Top plate 10 top plate (face-nailed) 2-16d 2-18d perfect dineaoalmu. 15. All door and window treader to be 2-2zl0 unless noted Table 1609.1.4 IL 3•second design , '^I v J Fldnro 3.2a sOOd -joist mW raflor nolchbrd anA Umlra Ilndb Top plDles el bttereeclioRe(face-nailed) 4-18d 4.16d joints-each siUe 4.' Th*contndok prior to dart of con•h•uclion ahnll ve ify alluiwime. Foot Schedule for wood ailmood panel• design got wind apecJ of 120 mph. V J Z. I, I'll Spud to std (face-nalled) 2-18d 2-16d 24" on center all dinamrons,existing or new and be responsible for 16. Vent dryer to exterior and Unlhroums shall leave Fastener Panel span Panels no Panels an •leader to header(face-naved) 1ed 16d 16"o.c, along edges ¢ P r3' I P P LLl CI' Top and bo0orn plate to dud 2-18d 2-16d per stud field at. mechanical ventilation wheat me window Is provided on Type less than/ less Ihmd len thmd �- "' i Bottom plate forloor joist, band joist 2-i6d 2-16d per foot 5. All electrical anti plumbing shall conforin to all Model sepnrde switch. Equel in 4' equal to 6' equal to 8' ENERGY NOTES O �• Bullt•up comer surds 10d 10J 24'on center Inenl,count cadre,and droll be Ise edeti and■ roved 17. Guardrails an required when the difference 14 fid Is ---- -- g Y P approved • ¢_� I 'I Built-Up girders and beam$, 2-10ch lumber layers 10d 10d by the 8o tering agencles. Genenl contmetor ehnll ba more than 30 Inches and openings In guardrails to be 4" 21/2" 86 wood 16" 12" 9" L The Architect cerfiaes that to Ilse beat of his knowledge, z ' iacne son ;- 1 Nall each layer at 32"on cooler at lop and bottom 11.1I 11 11 1And stagger nails. Two nalls al each end and al each splice responsible for all Imlalhulons, namerinls,design,sic. (Inchesm ) um lnm. llon(irnlin are required on smile with Screws or IOd belief and professional Judgement, the drawings are fn -1 I inrv,mdr I lora..,va 6. All roothegs short bear on virgin,undisturbed sort with a 2 or more deem. (8316.1) rings compliance to file MECeheck report for mile New York �, J Din•,ado ar - -n„m amu,m•, FLOOR FRAMING minimum bearing capacity of 1-ton per square foal. 18. Somalia olarnu;Shall Te provided in each sleeping many 21/1 N8 woad 16" 16" 12" Stole Energy Conservation Construction Code effective CL1L/ Z: �( •xnd n"m ma,t,•L, Joist l0 5111, top plate or girder(roe-nail) 4-8U 4-Bd per lots* 7. 1'mrrgl In pbhzle concrete shall have an nllhnale onlelde ofeach separate derping area in the Innntvlinta Screws .Italy 3,2002. Cl amt,•amu .Dna Jt Bridging to jots* (Toe-nail) 2-8d 2-8d each end con ressive■ ren,th al 28 days of 3000 sl,except vicinity of the bedrooms and on ench stn of the , - ( ow,um ems 2-Bd 2-8U each end P { 6 Y r P Y story This table Is UxuA on x mashnom wind speed(3-second gusQ 2. All 11VAC systems almll meet the NYS Energy Code. If ' 1 I 'I Blocking to Joist (Top-naiD Wi r "1 -'i - �-- Blocking to sill of lop plate(Too-nail) 3-16d 3-IBd each block expand slide,grange dabs and dopa ebmll be J500 pal drvelling,Including basement and allnn. Alone;ehdl be of a 130 mph and a 3J-fool mean roar hdBUt. ahnll be the responsibility of the General Contractor to y..l I•'q i4, ;' ` real" `nm..aa• Ledger strip to Beam(Face-hall) 3-16d 3-16d each joist (13402.2)Concrete shell conform to the[talent ACI Interconnected and hardwired a a commercial source. • Fasteners shall be Installed at opposing ends or file wood submit the Design and drawings of the mechanical '_ -: �"'- a,m"°.a vr• Joist on ledger to beam Toe-nail) 3-8d 3-B l per joist 1 ' 7 _ ( Standards. Wil an alteration,addrllon or conv*nion 6 structural panels. ayalems alempcd and sealed Uy a professional engineer I( 111 j Banal Joist to Jofsl (End-mall) 3-i6d 3-i6d per)Nal 8. Joist mitt] Roger Framing lumber shall be DOUG-F11t 02 mode to on exlalbe roldence the smoke defection a •'. . �_�-'-� Bolin Joist to Jol l lop plate(Toe-nail) 2-16d 2-i6d per foot ¢ ¢ , Where Screws are attached to nusonry/ducco, they Audi be required by line owner or building department. 0 L..; ^-�l- or better, F,1.6, Fb=875 pal, repetitive number 1006 psi. system of lbe enlh'e residence mu T he brought up to dltached utilizing vil)rallon resistance archon having a 3. All glass to be double Insulated with LOW-E glazing nod I _I a U fnclor=.35 nmxhnnnn. _ '"�-l� FLOOR SHEATI IING shall be attached with a minimum of Bit common nails spaced al a mexlnlum of 0 inches on When used as elada to reabt wind loads Flr=I 181 list untie, hnrdwhtd and Interconnected.(1!317.1.1) minimum ultimate wllbdnw capacity of 490 pounds. (n11 r� ( panel edges Paid 12 Inches on center in the panel field. 9. namement whit b thifable space and every sleeping room 19. The Architsct Shull not be Iq charge or responsible far a The(lame Owner is responsible far stanching the plywood 4. All exlerior(loon(file]. BasemenO to he Insulated with a LLJI IZ. strait have at lent one n ennhle emergency escape as the conelruclion hoe of this project,and for Fignrd 3.2U 8 Wil nutabhsdmul boring IUalls P r8 Y P r r J panels to 1Ue x'buloO's and loon dining■dorm. U=. 35 maximum nnJ they Stuart Uc wartier-nhippcd- �I ROOF SI ATTACrIMENT REQUIREMENTS fellows: hunhmu t net clear opening of 5.7 square reef, Interpreting the cominrellon drmting, Building to CODE Self-casing and an a ruled coma were regnircd. �I Cfi aalniI lav ru.el. Maxhnuln nail spacing for Oil c0onnon nSll's (mph) 120(Imph) except grade Door openings to be minimum net clear send obeervlu8 the quantity Rod quality of warlr being 110 - Shealltlnp location spacing 61 panel el Intermediate of panel et Intermediate opening of 5,0 sgnnre reel. Maximum sill height fo be 44 performed. 'file Architect shut] nal have control over or TABLE R301.2 1 Q _I P t �1 „ Edges supports Edges Sllppolis Inches above Door. Minlnunn net clear opening height of charge afoul shall not be rceponsilrle firer the CLIMATIC AND GEOGRAPHIC 6�SIGN CRITERIA 1 ' ' Wind SUBJECT TO DAMAGE FROM Ice shield l.hJ a h t) Z f 2 r-T/9 Inlarl0f Zone 12"o.c. 6" 12" 8' 12' 24 Inches, mbdmnm fid creep-opening rridmh to be 21t construction manna,methods,techniques,and sequences oa low SEISMIC Wlnrm unties y 1� LOAD DESIGN Frainh Drain manr Flood f inches. (IlJlll.l) ar'pneeghu'eL LOAD BPEEa•puph) CATEGORY. Wnnhadna depth Rnnla' Oscar Tom r utntl faaarda y f "t 11 _ ta•o.a. s- iz° 6• 12" I o rJo `J LL eM,P3oIr �' For SI: I Fund per square foal 0.0179 AN/m-, I mile per hour 1609 kMh. U) 0 � Bedmeler Edge Zona 12'o.c. B" 12' 6' 6" G SLV EA•t .o Meo Pw•D 11 l f 0' 8' 0" 6" p�,;W�' WALL 3H AIHING AYTACI IMENT REQUIREMENTS 1 'c ', 5,4t2r rj4r�G Maxlmnnt null spacing for Bd common antis _ 11114'x 20 gage 11/4" x 20 gage-G785 dl - I J, 110 (mph) 120 Qnph) g it 11v. x 20 gage -� gain. Strap with 4 -0d germ Slnnwith T eac11dh oro on wish a ch ConEnd @ n nails in rich - �A� Sheathing location spacing at Panel atplls Intermediate d panel $ In101ts isle 9 P 2,1 Pal,rrm2 Common nails In each - End @ 1 'on In each - End I 16'an center. Edges suppods Edges Supports End i6'on center. � Q 11.114, luledor Zone 12'o c. 6" 12" 6" 12" ® _ End ® 10'on center.' - Or each dud Lap ENLARGE ELEVATION OF at each I1;+ TE2 - 76'O.C.a6" 12' 6' i2" 012 pf EC,CI I stamp under bottom of 'C ( BRACING PANEL NAILING Wrap over rafter end run sill and Pall. �yv C,p•F 4' Edge Zone 12" o.c. 6" IT 6" 12" I2" nail each side. X - S --� 18•o.c. 6" 12" 6^ 6" I ' 'N� */hal E'J _ IblJowa.wia,ti 1. For roof and wall sheathing within 4 feel of the perimeter edge of the root, Including 4 feet on each side , :e� ,1 I 11 sus naswaa _ of the foot peak,Ilte 4-fool perimeter edge zone attachment requirements shall be used (r"P.i aeaow. / - 2-Simpson H-2 Ties at each _� . . •/ ,•• - ;, FOdsneis for Asphalt shingles shall be galvanbed or stainless are[,abounn nl or copper rooting malls, I-I ANi C Rader with Tie nails In each `. r• *� mbdm,wn 12 grrgo dwakrvith ndiniuuun 7/e Inch r0nmeler hind, '1'Uc'hrslencu shall pcneunta the wa( ��-12•pCl�• eY- 1-Sim on -2 Tle el each t End.Attach Ties on OPPOSITE Q �N/-IL T- '� Es•.CN 51!�L Sides efe a sold Raft with d palls In each -91t C ` shealldng suit camphy,elan ASTM F 1667 QAGG r;Y IMCAI �aL101�-QHS E (} fill n•sou - EAGJ1 5la-L j ,/� IS'x 23'oc or 618"x36'oc- •c ERLPinlRAlm t / �l t-7se -. �` I mlrdntunt embedment of 7-wilh - . nucnona UOLT 3"x 3•sul are basher. trod 12^ RAFTQR TO WALL 'l Y z"n,„ ars r2 /z"• 4/ggPs,T a 2Jbe. P S„r1't off comma end hold 4^a 12-off I. ae C IOI Tyr'a"` f C CONNECTIONS for ROOF 'l WALE BRACING PANEL / c✓ .vr Doth end Of enols sill plNo. ( F ( $PANS'�jd E� Cfed rHAHI Ito lit JT L Rafter-to-Rid, a Connection G 11 h / ` PLee- ls-f 'fn rU - 9 Cantilever-over-Foundation ndaii0n EDundation-Sill plate-to-wall connectio GugOalii lf: Ridge Shape are not Inquired RETAIN STORM WATER RUNOFF Spm EA.iy _z' Wheat collar ties of nominal 2x4 lumber _ PURSUANT TO SECTION 45-10C 1+ - Am••r+. ,a v,J '� Located In the u er third of Ile alric space I b.lA w- WAw pp OF THE TOWN CODE. If° ! ""`14I�OI ''R-rFT �� ` wr�It - ?'�'rlo Ill,�z And glleched to each pair Gf ratline. p 11x4•x 20 page G- __t = -� OCCUPANCY OR - CorttJEc-'ftp• �s.ET o-r ro r -(p r 185 grubs. Sha Wills 1 r L ,u 2.1/eqo 1Ab G•,' 5 f loll each end of collar lie wilt 5-Bd nails g p - I 11/4"x 20 gage 11/4' x 20 nage +. rI-`L OEfA''1 - C alv. Strap with Bd alv. Sire with gd 'f -BdCommonneltsat USE IS UNLAWFU t '11115 pre�4 ��` 16"on center wrap _ )JAIL TO J 9 P Cl - 9 P S- - Common nails h,each - Common malls In each under sill and nail WITHOUT CERTIFI T I GOI-) "t"IJ 16 LJ 5 �'�J�r E�11 QA�I l SILL End R18'on center. - End @ 16'on center. r'1�.cnrp go 2r�I ?rf Ifs ��12 oL� r ea �ti SOF�OCCUPANCY sT,Jo H rirc7 AL I J C( jo l�c�?KS CFHOLD WITH CODES OF fy(�.'AadCHo� f3e�T WALLBRAGINGPANEL `� grgrt��.a r �- I - L f( JErE�1 NETOWN CODE OUTSIDE VIEW I yG12 r J5 ire Q f?a�LE ? '1 10 r. 71rlpsa, J pNta.S NTS ruexrual°,¢ 1lxloo=trJS• uwPnraBC fl Il ' Iltov�l , l, "1 SEE, ArgovE. n I fir? FCrr yrs AS AT GI °+2 ��F paav; llrl ( o,G. IUPIL tl (�FRJI IE(e2 A EI PLUM IFIC4r'ONO oI t7,,002 ev1Zr2EL oar rte 5anC,r �,/wOob Pf`rJeL1 �/�c )rJu1 IoANGI. rt Glp \ WI 'oz.- •r yrs 0 II \ ` NLEAD CONIC-N' r ! ACRE eXI" » act, ov�i > (J/S11i1 1(11 11/4 x20 gage _ EPTIFICATEOFOGGI "''ANCY TOWNPANNINOBOAR O L•1AL.6-'� I.J iJh1✓ }I l� I'IM 1212o'IJ�i),l� /�1-•I Y7 r poly Strap nails ac -IkN� <'.____ 4x2 IzAJI,I� l vis t'f-ffI C.AL 21•L�I Common malls in glach D'nNN TRUSTEES Y2 pLvwaoo I" q•a•)vw,h,A �- F _ - SUPPLYSYSTEM CANNOT flNPnlcr (,300t2 yT1Fr-i: f-) G�d-S EndQ10'oncenler. �fL N.Y.S.DEC _I t - SI19 plot-I r"IT512 -'1- EXCEEDI OF 1% LEAD. - II ._ _ 2 a 1 11­4" SLE' @L E�/PR t� 1 �S•pec`� _ I-' I (2 L1, orf Z,I o, G. E, LJ. l i-11 1 DON T PROCEED WI verlBs Ic1 ..3.eav6 w4: I ►al Iden /Iter.. 3 12 kl 1a�1 Nell S ITERS GUN'IL SAX) rjf9.GTJE„-IGF„ - I L�'I =11 �Ixle-n:lrsec. I_ l E� II -I 1 _ _ fvnrrnvVtD �e It A G o y('. PLUMBING SURVEY Civ Jifa __u f KN x _ - 125LOC-1 f AEDUAED ALL PLUMBING WASTE OF FO if ' '"` JCnTIOIV tn�n11 �aarIN6PA taec,R.. /17 P�L�G� FouncalionSlllDlatie-lo-wallronnection 'Cantilever over firsi�Lt4t�f^ TER LINES NEED Wall to Wall connection HAS EE r ' 6 r A.v. NEL ', n _ ail w/ 'l of At garage*vette BEFORE COVERING --'] PROV NOTED �I,. T `� / laky 1! c,i eslo /-,I DATE: as6, 3 - I / CONSTRUCTION SHALL - LL B.P.BPg NTS - I cAa In Wcvro E r 19 C1 AIb l E INET EOUI S OF THE FEE: /0 7/ do BY 'i NOTE: /' Kae lea rnc✓ I ( ,_�jl&r ThisDelail,elsoapplies *otitic .' "1,4Anrnn'ra2 - / '� , ,P"yf FLYIAOX 4f70rrM P^JJ< L- Td the WBII between the Cperage dMLa,a I'/ t"• pc �I' 0� 2 I I A t 1 G'( 1 I I = COD E E. NOTIFY BUILDING DEPARTMENT p1b15 AjZd"a4 - P,4,d.^ Clio) �/I'� J�(�L,.�-, br'f,c,l t-' L FOLLOW BAN TO 4PM FOR TH Doors. yrr� p, pm I11ro wide rLi IAAF \ FOLLOWING INSPECTIONS: T / 7 I.[/ 7q Uhf it Zil Cin co.w,Y1m `T/1° y° 5 1. FOUNDATION - TWO REQUIRED Simpson PHD5 Hold- ^ h f/J 1. FOR POURED CONCRETE '. Down With 5/8" anchor bolt / �C r'LIR- TP (Je.•l r , ♦�Un.% • \' ",1 A PTI*/� 2. ROUGH - FRAMING 8 PLUMBING � SfP1Jn?fRt� bdoo0 GCGK (�o2rII ✓E (AIL UPLIFT CONNECTIONS No1� 3. INSULATION 6 l And CNW Coupler nuts - �'.I.2� �ivM- = f'r�.,-1�� �k �f•�-,T�Je�'� \`� � 4. FINAL - CONSTRUCTION MUST Attach to studs with \ I " ( ' �/ Soman deur 19 ASTM A85i GndeI33, except wl cin 9 REQUIREMENTS OFBE COMPLETE THEODES OF m e a - \ f1,�C�t-I IIZ-�r'11�a-I "T�7 S �J \ Y PPY D ALL CONSTRUCTION SHALL MEET E ;J 14 SDS +/4" x 3" wood screws. \ , 2.4 r:anum,ml. Steel straps; r Of Pfp/Ill's at comers of gefege,wallB, . ' (� `--1 `Inran,l mnru,d a n.o. un•a or caluna Joist In contact with concrete use G-196 Gaiv. Slraip. Al s YORK STATE. NOT RESPONSIBLE F q too O me And at building Comgrs-gee �7 % /' \\ /,/f l i x 20 Gp G E DESIGN OR CONSTRUCTION RRO p for locations. / _ G - zona nmla - - r-Lc, 2 c rJa� G�l lir 6' } llpurl colnneclion details on SCH-I Indicate upllft connections ��AUI, 5-rg,&4' w/ r® :Foundation Ian 1 al No Ell.]Tama _ _ __ _ _ _ _ _ __ _ _ _ _ _ / To lranafer uplift loads from the roof aaeelmDly to rho foundation. i• r. ' >_- !'/ EIIDWAI.1.1 y J015r" .g•8,d NA11h ,J -j /� 015is hfstall at all bearing location In accordance will] rho 4101111119 or 4 r Or t Install according to the WFCM Manual. E/telffIP�`riAI OF %I/'�ry L�-� A � NAILING &CONNECTIONS V �n 5.14001001 art tin"a.a. � �T7y MOCKINo� The uplift connectlona for lila structure was design under: n ray ze REQUIRED. py,� clot g ;i i / VIII I BLOCImIG-< ' sj1iO110L Exposure Dcatagory I an teN � kr: 111 W('CS oz'3 2••x4"Illoak III to oaah I m x o_ N bmea will;4•DYlwrl ilts // gerOrl OG ` _. _ L-.� SECTION A-A b1 a /2o-mph 3-accord gust wind speed W I �o�/i �- I� ��,,r� �,fZ " , „�'Y✓. 0 0: X. m anal 1 Using lire WFCM 1995 high wind Edition T x Q S 3 Gil Coular•Ilnlla'ul 7"n.a.�%/ 21)oust,Wool-/ __ __ CQ �y ` I v \ . -TO "rJ 0 G 'j 5 Ill-Ott Il.dlr The b Ice bas not been ill - va,[ all ailing AT � �� retain d tar construction I phuae IIn)e project Including O fJ IJ I tJ (.1 (=,P 2 K• 1 tJ C.� supervision during TYPfGAL'HOLD©OWN AT P•1�1r7 ,p,e1� �' �®�' onstnctoq entre* COMPLY WITH CHAP�r lndoislruliun, Inspection or 1 ER"46" teserving flu quality slid r ll FICA( tYd >6 .. 041 lit hraciir(j lfn1110 sit'dtyolt figura 3.eb Floor hrachlg oudW+ill 1 FLOOD DAMAGE PR-VENTION quandly or[lie work being I SOUTHOLD TOWN CODE, performed, a yk V T(?•. 2" I z" lyr 2" 3" ' -- t--i— LINW& S 511+(= GW_ M...._.-N _.`d\�., n %I 71�1 3 51r11c' TYPICAL PORCHlDECK Gol .3r CO Ca ' 24'x24'ppuredpkrfootlng to qr j. vkgin soft For cowered poaches or 12'cenac.Pastor docks, 4' ccs post-Slee detail on deg � for died andpping- conniecoons. �� CIH?- TO Al C. D. f-/ 1 it 1x11 or 2x110treated rranerlag6P (0 l. '/h;J/ y� �,c�,.� Or boft to berme wig X'board. /` .•�l�fr�` N - I/Abolts t 24'on center with tsco Or 2x2 Ledger board. I1,a4`1 W a .l Oovs Gage j r 3a 1 t� Ir- 77 k olxfua 4/0 I - 2>u� ofroa �` Il1r OU Q 1 YOAG Otlds. � -- 1' x 1r;;2'„aAik 6aeod r .^ s01 N cxlRmxl. 7. 7 3-7 �- A 7 4 - q Q I, ILL TT 1 vL � J - . C � L.va.. - 1 II VIG✓J � TYPICAL ROOF 411 a — Class A.Asphalt Roof Shingles W\. I '' ' . f wlsix fasteners per ahingre 2><t o 'r \U 'it Do tmtlMNyrMM frill A O _ framirlg Pw Wan with IGGA Wa,ra/2- edute 12 I N� � rah��on ) Ie�a r 151 earfastener eeh Q � t tl\ �t N TYPICAL SOFFIT CJOL 2ctc5, 2 2xto S rt �I �. 11 ;g•Ovedrngey,✓L,?j D I y n©c. fT✓' I J O- )rWood Fasci a 58'wood rake 132. 8 boards, cover in alum (opt) - , Provide _ Vented Vinyl Soffit Rafter y� uplift connections at all e9 sal. as percode tyWAI V' Bearing locations, -� TYPICAL EXTERIOR WALL T� — — -- - -- x a wood Dawe a Won = e/112— G— Com- �h X7h .�+, (J i�i� ,center,plate, W Top Plata, Single aria plate, X'Exterior grade JI ^'! 0 At�I4"R✓<ralfNtNM4hm Plywood Slwaging-ase(fastener �)r Q schedule).T Gr us t2ale4tarbl�. ovec wood House wrap or WaluuplnneeCdionatall x Gearing walls. see dwp 30H-1 z _ _ --•- � ZF 7 . TYPICAL FLOOR til w 4 >0 W Plywoodsuh floor, 4tlus and nag ¢ o: a ¢i oofastener, schedule Florr,s 4 . * Boiling W00aeasallows; utr- ACT L = 2 TYPICAL a" Ea.Gr+ aaF-�E/t. x � i" sMl �T iD 4 9o!YrysGane sYlde wMh ',Conerom,wall mGdn9=040+s a •, - rB10/10MMOn Exterior pamproogng2-2x8- o. � r gomWwMQ�rildMrM. ' 1 C� d i'. as Pratt eMb S6/At 3b d" traxsd agl Wastes alta awl LU °1 { fl Nae `xPill .. pengaarataras I+Termite$hlold.Anchor�awl2ofr - LL ZF- zolm meli. UPM seep, tLJW —= fi C7 o R'41Spky Npr e4rdsr aormwilone at all 6eerkg walls 0 U i , ` ► OR aiMrr- - 1 wr+C Ri(Ir r Slrmpeon RHOS HoWnwns with Sea doll SCH-1. 3c� I� 30 0 S� �C) o �I � e>rvft d r+�''gC.a �1` - 'anchor aM 14908 X x 3' M1 SQNe, i'tAir deadf clad t' Mbodacrews.Provide ai INSULATION SCHEDULE t O 3`>r ` Wre rM)Iga irR fit'r' comers of ganwe wells and rddr m n,.Mks t Il r✓r '�* I I ' cl►pgplerl and'liofd s'tb 12'.o/ yksygkg tgWt ctlruteCNbfle. -�i�i /, it `:� I - "'T rocas and at building anmerc compliance capon wagin this$at of Up8klra}IP mrtliadrals et an n see Fpund4tlon� pronand 9CH-1 W waNs. 9CN-t erN M attached thereof detag!neat for detail INTERIOR WALL FINISH Provide W Gypsum wall Board on , G" ✓//} ' except wAbwurjet noted, G{'n `` ��� �� !/�//'• moisture resistance W Gypsum ;• .+ � Board ra gylsslarlleiFd fire in Balluclact'' 4./r�J4^�a 1..,+„'� .1 /y"`.�✓_.. t�F""` i So OWG-$014.1 for WO 0610 is ; now xn.alal.end"Wei - _ - .- -.- 1 , i i Q2�.�r 2/ 'fi : S'I l ajl W P,ls1 H t:.1 JM BLAc.K 2 . 2. v1 G 2 18 j 45. 20 yG z 18 , µms o W ,r I O �JOIoAw� �7' !o -2 i 2nG 22 I6" r2nu- lc �� n 1 A � �lyux I�u Ly(.,� I• I4aIFoc,, II II*S �vt s , 11 6 wl. Y�5 3Gn 9� j�� rvlJSN o ' % r I -7 I -19I ; *� •Ci ry a yea IEF tc� U 9 HsaM�o oodp 'l 4"1 Cv°�O F+x `4�' + , q d" -fie . 1 _ IF 4' r'J ,.+c. t� '� 1 ' IVJI�. Yj 'r:' /� -•Y- d.' i �♦ � a 1' 1) t'tr � �\ 41 NV' IW ae , rh� I a.+h th ,I h' I i'M TM 9 / A,1 N to LVLI `rilWE11- 2A' ; �y I kr aro r f � to" � s T �1" IFPS �i�� .a .t", 7- 3 Ip'� - VA _ . . . — I 1 ° - Mii` .1 y a �3 a la I v P1L"Fua Ralad � o dYvetMn alrtllboapd on waft Z h and:aNinp el b+w X X a s ffi� .._,...._v __...._....._.-. ._...--. _ - �'L�11 �� -g /) ; agdp r ei"R�.'1 and o o �i o ¢ �': tK' a n ���� � N w�a, tarp a5 �vrnd xs*tMe tinea*W"Wd ° � 9cY lids in Y�FCfArn N � N todo KIWI q�Mr', +Mk (�j� it 2-2Ki 4�zos.� ( j� I It G'i - _(i kiT LJ.45� 02 SfM�wrZ 1 - it I0 oil _ Ri`r�2o�r-� Vl1NnoW 7 tfIl ��.e , i.• ; ., pcf� il?� : _gym '�#�1i I I _ G2AG*� " 5 5k' I r— I, 12. tl� 5 (Oil \ li I, ir. EE 2 Y' I. .t / ---- -_— -_ E I All C i 'u -- --- V 14T �a r2ai�t��5 ryt i�t i I QJ la Iy z o h o ¢ ao Hi N PAT ill d X43 6 s s