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HomeMy WebLinkAbout31333-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31835 THIS CERTIFIES that the building NEW DWELLIING Date: 09/22/06 Location of Property: 1025 SEAWOOD DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 79 Block 7 Lot 63 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 1, 2005 pursuant to which Building Permit No. 31333-Z dated AUGUST 3, 2005 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 FRONT ENTRY & REAR DECK AS APPLIED FOR AND AS PER CONDITIONS OF ZBA #5732 DATED 7/21/2005. The certificate is issued to SCHEMBRI ASSOCIATES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0185 07/12/06 ELECTRICAL CERTIFICATE NO. 6910 09/12/06 PLUMBERS CERTIFICATION DATED 09/11/06 CHARLES SANDERS .hor' ed Si nature Rev. 1/81 Form No. 6 /b V TOWN OF SOUTHOLD BUILDING DEPARTMENT -. - TOWN HALL f i 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY�� 2 b This application must be filled in by typewriter or ink and submitted to the Building Dep ent 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 $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 $15.000 Date. 42- 2- I05 New Construction: Old or Pre-existing, Building: , (_ (c/heck one) Location of Property: 16 - C_V ct oocj �✓1 �2 t l� (L� House No. Street Hamlet Owner or Owners of Property. Suffolk County Tax Map No 1000, Section %� Block 0-7 Lot 110 Subdivision ct:,2, q tit Q Filed Map. Lott: _ Permit No. Q�)l 3J �J Date of Permit. Applicant: �N�dCd Health Dept. Approval: 62- b (g5 Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ 0,,l e,. 7 co�3«35 Final Certificatt 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. 31333 Z Date AUGUST 3, 2005 Permission is hereby granted to: SCHEMBRI HOMES 102 SANDPIPER DRIVE RIVERHEAD,NY 11901 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH FRONT ENTRY AND REAR DECK AS APPLIED FOR PER TRUSTEES & ZBA DECISION #5349 & 5732 at premises located at 1025 SEAWOOD DR SOUTHOLD County Tax Map No. 473889 Section 079 Block 0007 Lot No. 063 pursuant to application dated AUGUST 1, 2005 and approved by the Building Inspector to expire on FEBRUARY 3, 2007. Fee $ lCie,r Authorized Signature ORIGINAL Rev. 5/8/02 Y Nassau Suffolk Electrical Inspections, Inc. SA Cerci street a Center Moults. New York 11934 a Tel: 63147&.3500 • Fez: 631-671-3764 e Application: 6910 Date -9/12/06 / Issued to: Schembri Homos Address: 1025 Seawood Dr. Village: Southold Introduced By::M&B Electric Licensa#68879-ME was examined and approved up to the above date end was in compliance *Ath the NEC AlkM 1sllkmr® Rsr,M-N'® Rod bdc3ategs bmnwrtO 2rdloor® CalrrrMuiel N17th MOM �1rireswar(I va6.1'�ybdYea.�ps This certificate must not be altered in any meow w Section: 79 Block: 07 Lot:63 switches ReOeptaeNs Founds O.F.i. Mierawsve 1 boots Ow" toro 31 53 29 9 t ' 7 Fans Dishwasher WashadAmps Dryer/Amps Oven torbon Range/Amps Monoxide 2-Ex/1-Paddle 1 1 1 1 t Furnace 0h Oes "altzones whilpoot '0o0 TnMPormero 1 yes 2 1 Meter Amps Phase Moan Now structure 1 LORA OH 1 they Equipment: u[ Res �1rireswar(I va6.1'�ybdYea.�ps This certificate must not be altered in any meow w Section: 79 Block: 07 Lot:63 Sep 07 06 11:11a Schembri Homes 6319294302 p.1 Town Hall, 53095 Main Road P.O. Bax 1179 Southold, New York 11971-0919 BUILDING DEPARTMENT TOWN OF SOUTHOI.D CERTIFICATION Building Permit No. �� 3�� 1 2 -�J,3 `� " , Owner: ��&w6j A-a�laa( w' (please print) Plumber. G Afx 2 /GJ tA�tiOG/L / (please print) lead. Date:_ Il Fax (631)765-9502 Telephone (631) 765-1802 I certify that the solder used in the water supply system contains less than 2/10 of I % Swom to before me this _V day of _� ` ® 20 Of T Notary Public, Fmk County (Plumbers Signature) Comte. van Pam &We4YNew4! ,V* Na 01YA6110"' Com DY APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard R Goehringer Vincent Orlando James Dinizio, Jr. Michael A. Simon Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net A\%'j`�� , BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 • Fax (631) 765-9064 '\&o�l ' `�' FINDINGS, DELIBERATIONS AND DETERMINATION ` i % ' MEETING OF JULY 21, 2005 Z� Ref. 5732 — Peter Schembri Property Location: 1026 Seawood Drive, Southold CTM 79-7-63 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 II 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 14,379+- sq. ft. parcel is vacant land with 105.37 feet along Seawood Drive and 125 feet in depth along the westerly side line and 148.51 feet in depth along the easterly side line. BASIS OF APPLICATION: Building Department's May 6, 2005 Notice of Disapproval, citing Section 100-32 in its denial of an application for a building permit to construct a single-family dwelling with a front yard setback at less than the code -required 35 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on July 7, 2005 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 facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicants wish to construct a dwelling with a wood deck as shown on the 7/07/2005 revised grading plan, prepared by Allen Glenn Bernhard, P.E. The setback from the front lot line along Seawood Drive is proposed at 30.2 feet, except that the closest point will be 25.8 feet from the covered entry. 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 property contains a valuable freshwater wetland system which is buffered for a full 50 ft. as a vegetated, non -disturbance, no -turf zone, with dry wells to collect roof runoff, as a condition to the Board of Trustees April 20, 2005 wetlands permit and Town memorandum to the Zoning Board of Appeals dated May 18, 2005. Page 2 — July 21, 2005 ZB File Ref. 5732 — P. Schembri CTM 79-7-63 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance, based on the freshwater wetlands and nearby wet grounds to the north of the property, and the size of the lot (14,379 sq. ft.). 3. The variance granted herein is the maximum the Board will approve. The code requires a minimum of 35 feet from the front property line. 4. The difficulty has been self-created based on the knowledge that the property contains a freshwater wetland source and the area to build is limited. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of building a home, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Dinizio, seconded by Member Goehringer, and duly carried, to GRANT the variance as applied for, as shown on the 7/07/2005 revised grading plan, prepared by Allen Glenn Bernhard, P.E. 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), Goehringer, Orlando, and Dinizio. (Member Simon was absent.) This Ras duly adopted (4-0). =4.6" Ruth D. Oliva, Chairwoman 7/ $/05 Approved for Filing Sep 22 06 08:11a Schembri Homes 6319294302 James F. King, President �'' Town Hall Jill M. Doherty, Vice -President 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson ,_ - j - ' ti Southold, New York 11971-0959 Dave BergenzG^'Y,.; �`J,' +` Telephone (631)765-1892 Jolm Bolzapfel ,',.` , -_ % .:� Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0109C Date May 19, 2006 THIS CERTIFIES that the single family dwelling, sanitary system, pervious driveway, retaining wall, 50' non disturbance buffer, and plantings At 1025 Seawood Drive, Southold Suffolk County Tax Map # 79-7-63 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 4/26/04 pursuant to which Trustees Permit #6098 Dated April 20, 2005 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 a single-family dwelling, sanitary system, pervious driveway, retaini;Xg wall, 50'non disturbance buffer, and plantings The certificate is issued to Schembti Home's, Inc. owner of the aforesaid property. )xp-" aGJ Authorized Signature Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO.. O°�_g...... DATE:...April20, 2005 SCHEMBRI HOMES, INC, ISSUEDTO .. . ................._..._...._..._......................... _................._ Aut4orization Pursuant to the provisions of Chapter 615 of the Laws of the. State of New York, 1893; and Chapter 404 of the Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ."REGULATING AND THE -PLACING. OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC LANDS and the REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS_ 40M LANDS UNDER TOWN WATERS;!'! and in accordance with the Resolution of The Board adopted at a meeting held on ..April,,2o_.. 200.5. .... ., and in consideration of the sum of 5.. 50..00..•. .... paid by ScheMii._HRmes.,._1nc._..._..............._.-......._............_.___..._...........,__.......,.._.... of ......Riverhead............._........_........._.__....._....._. N. Y. and. subject to: the Terms and Conditions listed on the reverse side hereof, of Southold Town T, tees wut{ orizes a d oerml♦s }hi ft�llowme•. Welland Perm t to construct a sm e -family dweSling, on-site sewage disposa sys m, a pervious driveway, and retaining wall at the 50' buffer line from the freshwater wetland, with the conditions that the 50' buffer area be planted with the trees and shrubs as Indicated on the plan with no removal of existing trees in this area, a row of staked double hay bales be placed at the wetland line, there be a 50' non -disturbance vegetated area with no turf, with drywells to collect roof runoff,. and all as depicted on the plan drawn by Allen Glenn Bernhard, P.E. and last revised 4/22/05. as In accoraance wnh the detailed specitications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to be subscribed bye "majority of the said Board .as of this data. • Trsutrrs TERMS and CONDITIONS Perms Schembri Homes, Inc. mesuft Riverhead N. Y., Ids.._ . the eooddemdon tot the iriu mm of the Permit does trpdetstsnd and presa2he to the fol - 1. Tho the saw ,Board of Trustees and the Toga of. SoutlwN sm released imm any cad all datnages, or tda)ats for damages, of sola seising. directly or indkeaiy a s m do of any oper- performed .pnaataae-.�p,tbk mdt:.ltl�. p Yumitcee avLlr at his 1. Let tura espensq = defend any snd an such sadwinidated by ddrd j)asdes, and the aid Vermiteee assumes (a liability with tespset thereto, to-tlteamo rte "eadudoa of tic 8aard of Tt mms of tite Toga of Soudtold 2. That ccs Petrihic i}. covalid fa a .period of :24 soca. whkh is ddodderld to be the estimud time required to mplete the wotk involved, but'shoald drdaWtances warrant, request: for an e=teasiou may be mach to the Board at a later date: 3. That this Peank dmuld be retained indefiaioely, or as long as the Bald Permittte wishes eo' wluuln the strAmft or project involved, to provide evidence to anyone concerned that mWi- cdsadoa was otlgisally obtdW& 4. That the work kvolvtd wi l be subject to the iospecdon and appraval of the Boatel cc its agents, and noo compliance widh the ptovldoas of the od&lnadag appliadon, slay be emu for aevmdon of this Permit by resolution of the said Board. S. That there will be no unreasonable interference with nsdgadon as a tmdt of the woec herds addwdw& 6. That there [hall be no laterfereoce with the right of the publk to pass sad meats &tw$ the beach between i►igh And low water maks. T. That if futute operations of the Town of Southold require rhes rrtaovsl SWOt Altetatlaas is the jo x of the voce berela atthodred, or if, is the opWou of the.Btnrd of Tmsoms, the work ." aunt unreasonable obstcucaoa to free navigation, the said POWI tee will be requited, ttlsmdoe nodoe, to remove or alter this wodc or psojen hetda stared Y&how OTenses to the Toes of $ostthold. S. That the Bald Board will be nodfled by the PetWttte a the aompledoa._of the work auth- odned: g. That the Petmktee wlil obtain All other permits and 000mb dW troy be required nap elements! to this permit wbicb may he subject to revoke upon fallnre to obtain same. I Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson April 20, 2005 Schembri Homes, Inc. 102 Sandpiper Dr. Riverhead, NY 11901 �o�gUFFO(,�co BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: 1025 SEAWOOD DRIVE, SOUTHOLD SCTM# 79-7-63 Dear Mr. Schembri: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-1366 The Board of Town Trustees took the following action during its regular meeting held on Wednesday April 20, 2005 regarding the above matter: WHEREAS Land Use Ecological Services, Inc. applied to the Southold Town Trustees for a permit under the provisions of Chapter 97 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated April 28, 2004, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council for their findings and recommendations, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on April 20, 2005 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 97 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, RESOLVED, that the Board of Trustees approve the application of SCHEMBRI HOMES, INC. to construct a single-family dwelling, on-site sewage disposal system, a pervious driveway, and retaining wall at the 50' buffer line from the freshwater wetland, with the conditions that the 50' buffer area be planted with the trees and shrubs as indicated on the plan with no removal of existing trees in this area, a row of staked double hay bales be placed at the wetland line, there be a 50' non -disturbance vegetated area with no turf, with drywells to collect roof runoff, and all as depicted on the plan drawn by Allen Glenn Bernhard, P.E. and last revised 4/22/05. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) This is not a determination from any other agency. Fees: $150.00 Very truly yours, ,2 Albert J. Krupski, Jr. President, Board of Trustees AJ K/hct r Robert James Higgins Architect 50 Hidden Acres Path 2 8 Wading River, NY 11792 631-208-3351 December 27, 2005 Town of Southold Building department RE: Schembri Homes 1025 Seawood Drive, Southold Permit # 31333 I hereby state that to the best of my knowledge, belief and professional judgment that the framing meets the New York State building Code amended March 2003. Sincerely; Robert Higgins, A 'f" 3 /333 U TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ =FINAL TION [ ] FRAMING / STRAPPING [ [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION SI -3;3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: L DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ OUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION \. s DATE )xlqINSPECTOR 31333,Z- ho�*^gf sojl, y06 #©# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION S<FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR 31333 z TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION VFOUNDATION IST [ FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION 51 i/ i A ©� DATE l�_-� INSPECTOR I �M � FOUNDATION ..;�..��, ------------------------------------ ROUGH FRAMINGI PLUMBING i INSULATION PER N. Y. STATE ENERGY CODE �f I' ADDITIONAL COMMENTS I TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT LAND IMP. TOTAL DATE REMARKS FORMER OWNER N o I E .�tG , 3 ACR. 3 0 1 1 W /w I TYPE OF BUILDING RES. I SEAS. VL. -T//FARM COMM. CB. MICS. Mkt. Value. LAND IMP. TOTAL DATE REMARKS Zo 6 7-0 v .7-/0-3�7Z 1 1 4 en n 516AS i Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot BULKHEAD Total I TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.nettSouthol Examined Approved Disapproved a/c 0 N BUILDING PERMIT APPLICATION CHECKLIST ti I 5 Po you have or need the following, before applying? Board of Health 3 sets of Building Pl= Planning Board approval 1 --� Survey d/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Contact i Expiration�-D .200,'�' Building Inspector Mail to: CATHERINE MESIANO INC, T> yrtlt I nO I n nir E, MORICHES, NY 11940-1222 (031-S7??- 5951 ' \APPLICATION FOR BUILDING PERMIT Date 3 5 ,2003 — INSTRUCTIONS a. This 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) /1940 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises / F G -.yo / d K ..q c (As on the tax If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License T Other Trade's License 1. Location of land on which proposed work will be done: House Number Street or Hamlet i County Tax Map No. 1000 Section 7 99 Block 7 Lot 5 &.3 Subdivision Filed Map No. Lot (Name) 0- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy' V a r c.M b. Intended use and occupancy C ro n s�r u d S I q4l e -L^A I I y dL'j e 1) i 64 3. Nature of work (check which applicable): New BuildingX Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n 1 C' 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front _ 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories. 9. Size of lot: Front I D . 3'7 - Rear l U 4. 23 Depth 1-L-5 v ar i alo lc 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are.situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO to 0 25> 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO 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 NO K • IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? • YES_ NO • IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS. COUNTY 0176j f� l R T rt E21 w c MES 1 N N -6 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the AQ e -n -t (Contractor, Agent, Corporate 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. Swom to before me this ' / 7 day of `�de 2007_ kke� Notary Public ELIZABETH A STATHIS NOTARY PUBLIC, State of New Yodt No. 01 ST6008173, S.uffol _ CQyntY Term Expires June 8, ZOs1t� AL -1 Signature of Applicant OWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Examined .20 Approved-, 20 Disapproved a/c Expiration .20 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Septic Form N.Y.S.D.E.C. Contact: Mail to: Phone:. Building Inspector APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 done: House Number Street Hamlet County Tax Map No. 1000 Section Block,n,.v v.. , , .> ;. 11. , . I 11=14 Subdivision Filed Map No.rN ",Lof m r 'T7'0 no (Name) ---c:,4 __ ,:jt.,: , M5 ' .a FROM : C ME51RNO :NC • ...—I • yV APPEALS BOARD MEMBERS Lydia A.'1'bnors, Chsirwoman Gerad F. Goehringer 00040 Horning Ruth D. Olive Vincent Orlando FRX NO. : 631-87843951 Sep. 05 2003 08:27RM P1 4UNINGAPPEALS13DAeD : p6s` 02 Southold Town Hall 53095 Main Rood F.O. Box 1179 Southold, New York 119-71-0959 ZBA pit (631) 765-90W Telephone (631) 765-1809 hnpWaouthoidtown. northfork. net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 7,3g03 Apel, No. 0348 - bold Reass Jr. Loratlan of Property; 1o26 Seawood Drive and 8980 North Bayview Road, Southold; CTM 79-M (arrd 60)1 A19861EMESNATION: The Zoning Board of Appeals has visited the properly under consideration In this apptieaBan and dOWMiAes that WA review falls under the Type 11 natsg" of the State's List of Actions, without an adverse eAaot on the env'uonment if tis pralect Is Implemented as planned. e LQE$S�BIPTION: The ap0canl's property is vacant and consists of e total rid ares o 28.3E ecus, /denoted as County Tax Lot ft79-7.83 and 65, tNth' 100,37 II, mxrtage along Seawood Drive, 00 feet along Topealf Lane, and 499 h. along BayhdeW Road, to Southold. BASIL: OF APPLICATION: Building Depsrtmantil March 10, 2003 Notice of Disapproval, citing Section 100.28 In Its denial of an appticauon for a building pert and request for a merger determination. The rtason stated In the denial Is #W ft lands era &$aosnt and merged. APPUCANT'8 gEelJE9T: Applicant requests a Waiver In M9rgor, puretrant to ArOide II, Section 100.2810 unnWge a vacant arta d 14,372.24 sq. R, referred to ae 1000-79.7- 63 (131, from the remaining land, a vacant arta or 28 acres referred to as 1000-78.7.50 (.wj. The Zoning Board of Appeals held a public hearing on fs application on July 24,2W3, at which time *eaten and oral evidence were presented, eased upon all testimony, dOWmantaton, personal Inspection of the properly, and other evidence, the toning Ili finds til following facts to be true and relevant RIfRBt]NS POR NOARn wrr� On the basla of testimony presented, materials si:bmittsd and personal inepec TOM the Board makes the following findings: 1, The March 26, 2D03 We search, prepared by North titer Title Agency, Mr. In almlas tont .Harold Rees*, Jr. Is and continuously owned 03 since 1/27/1906, and ss since 21'111/88. 2, , In oonsldanng this application, the Board believes that the 'ortgiral lot lines' of this propeny were atabllahed by two separate deed conveyanoes more than 34 years ago post -its fax Note 7671 n"t° j,, ; ;', ; AAS -' YO �- rFrom d /7'�: Pra phare e .0 as .IRNO .Nr CR NJ. : 831-675-8951 Sep, 05 2007 08:270'4 P2 • �uwlwairrtrtL.n'uni•'�raG� __ Pxr<r 2 - 'k quot 7, 2003 0�1: Ngo. 5389 -Hamid Raete, Jr. 63 Lot wWer (ref, Uber 6496 cp pap, And Liber 5908 op 470) when the lots were acquired at Different times by the applcant, Harold Reeve, Jr. 3. Many lots in the neighborhood contain an area of approxirrotely 11,000+• sq. ft., congpuouf to the east (Seewood Acres, Section 1), which are developed with swgle- fitmly residences (oppro)dmatey 29 homes). Grant of a Waiver of Merger for 63 would rttt> Mile a lot consistent with the slze of a ma)onty of the lots In this area. 4 Information was submitted by applicant to show that the waiver will avoid economic hardship. 8. The netural details and oharacter of the lot and Character of the contours and slope of re lot will not be sipnlficanly altered or changes. The difference In grade between the front and rear lot lines is eppir"Mtely 20 feet. The owner proposes to locate a house built Into ft slope, enmltating any slontficent grade change and w*mut substanual Piling of land. Drywall 41 contain roof n,noff and proper drainage within the properly is regutirsd. 6. Infortnatlrm has been submitted for the BuUging Department, whloh oontlrtned that the lot is not merged with any avier adjacent lend. IS!!%TIO W 11 OIF THE BOAk�: Now, therefore, on nvtlon by Member Cioehringer, Seconded by Member Orlando, It was RESOLVED, to Grant the Waiver of Merger, as applied ror, This codon does not authoNte or condone any current or future use, setback or other feature of IN& subject property that may violate the Zoning Ck�e, other than such uses, ved3wks and atter farrtures ae are eapfeea(y addreeaed In this action/ Vote of the Board:Ayes, Members i!Tfiw*frhaLP0Qman), GggRrnoer. Oliva, andfOiardo. (Absent was Member Hem Resoution has duty adopted (4.0). r Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Soflware Version 3.6 Release la Data filename: C:\Documents and Settings\robert higgins\My Documents\COPY D 1104\builders\Schembri Homes\schembri\seawood dr\ENERGY.rck PROJECT TITLE. Proposed residence i COUNTY: Suffilk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non -Electric WINDOW / WALL RATIO: 0.17 DATE: 04/08/05 DATE OF PLANS: 4-705 PROJECT DESCRIPTION: Seawood Drive, Southold, NY COMPLIANCE: Passes Maximum UA = 390 Your Home UA = 389 0.3% Better Than Code (UA) 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 cyst designed to meet the New York State Energy Conservation Construction Code requirements. Wh cr Professional has stamped and signed this page, they are attesting that to the best of his/her know? belie?; and professional judgment, such plans or specifications are in compliance with this Code. Cr Gross Glazing Area or Cavity Cont. or Door Perimeter R -Valu€ R -Value U --Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1169 30.0 0.0 41 Wall l: Wood Frame, 16" o.c. 2337 13.0 0.0 156 Window 1: Wood Frame:Double Pane with Low -E 356 0.350 125 Door l: Solid 40 0.400 16 Door 2: Glass 40 0.350 14 Floor 1: All -Wood Joist/Tmss:Over Unconditioned Space 1130 30.0 0.0 37 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 cyst designed to meet the New York State Energy Conservation Construction Code requirements. Wh cr Professional has stamped and signed this page, they are attesting that to the best of his/her know? belie?; and professional judgment, such plans or specifications are in compliance with this Code. Cr I1FScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck Sofwarc Version 3.6 Release la DATE: 04/08/05 PROJECT TITLE: Proposed residence Bldg. Dept. Use [ ] [ ] I Ceilings: 1. Ceiling I: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above -Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low -E, U -factor: 0.350 For windows without labeled U -factors, describe features: # Panes_ Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door 1: Solid, U -factor: 0.400 Comments: 2. Door 2: Glass. U -factor: 0.350 Comments: Floors: 1. Floor 1: All -Wood Joisti T russ: Over Unconditioned Space, 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. Recessed lights must be 1) Type IC rated, or 2) installed inside au appropriate air -tight assembly with a 0.5° clearance from combustible materials. Ifnon-IC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: Required on the wane -in -winter side of all non -vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment must be installed in accordance with the manufacturer's installation instructions. 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. [ ] I Insulation R -values and glazing U -factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] I Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts 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- [ ] Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. insulation is not required on return ducts in basements. Duct Construction: [ ] I All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), I mastic -plus -embedded -fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking -type longitudinal joints and seams on ducts I operating at less than 2 in. w.g. (500 Pa). [ ] I The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ( ] j Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] ! Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting noncombustible fireplace doors. 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 of New York State or the New 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 part of circulating system. Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have all on off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [ ] HVAC piping conveying fluids above 105 OF or chilled fluids below 55 T must be insulated to the I levels in Table 2. Table t: Minimum Insulation Thickness for Circulating Hot Rater Pipes. Heated Water Non -Circulating Runouts Circulating Mains and Runouts Temperature t F1 Up to 1" Un to 1,25" 1.5" to 2.0" Over 2" 170-180 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 Pille Sizes Pining System Types $appg-[F] 2" Runouts 1" and Less 1.25" to 2" 2.5„ to 4„ Heating Systems Low Pressure/Temperature Low Temperature Stearn Condensate (br fred water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 December 27, 2005 Town of Southold Building department RE: Schembri Homes Proposed Residence for; 1025 Seawood Drive, Southold Permit # 31333 28, I hereby state that to thebest of my knowledge, belief and professional judgment that a water and air leak test for the plumbing pipes was performed on the above project and hereby meets the New York State building Code amended March 2003. Sincerely; Robert Higgins, AIA JOB No. 02-39 MOOVes c LRO 9WEELOL2 TAX I.D.No. 1000-79-07-63 TEST HOLE 8/30/02 [GEOSCIENCEI NOTES: OCC RESW I PROPOSED PUSUC ELL TER] IPAW K � 1210 wm�7 a 36045'30-W 52.48- / aa.6 I S 32°041� t sa.e 992 TAX LOT 62 OCC RES WELL [ PROPOSED Plin, u- u EAWOOD DR PROPOSED PUBLIC W/ N TAX Lors OCC REFS WELL I WELL IN HOUSE- NE COR I TAXI 8 OCC RES WELL 1 WELL ALL DISTANCES TO WELLS AND CESSPOOLS ELEVATIONS IN ASSUMED DATUM ARE BY LOCATIONS FROM HOMEOWNERS, LOOD ZO /� FIELD OBSERVATIONS, AND EXISTING FIRMMAPNO. SURVEYS. SINCE MOST ARE NOT VISIBLE FIRM MAP No�. 3610300167 G THESE DIMENSIONS ARE NOT CERTIFIED. Unsulhari red alteration a addition to this document H a violation or Section 7209 [ 501 of the New York State Education Law. SURVEY OF: Certifications indicatedbecon shall run only to the person for whom t is prepared .Go�emerdel Agency and Lending and on his behalf to the Title Canpanym DESCRIBED PROPERTY Institutions listed Hereon. and to the assignees of the Landing Inaijbibon a subsequent owners. Copies this document bearing SITUATED AT BAYVIEW, TOWN OF SOUTHOLD SURFACE ELEV 80.0 1] 3 LEACHING RINGS 4' IN HEIGHT 112' TOTAL HEIGHT ] BOTTOM POOL $3.5, TOP COVER 98.0' 10.5' COVER ] ^ •� SUFFOLK COUNTY, NEW YORK fences, retaining walls, pods, patios. parting areas, addition to buildings, or any other construction. The emsterce of right of ways and/or easements of record, lt any, not shm n are SURVEY DATE: 08/22/02 SCALE: 1 "=30' OL1 BROWN CLAYEY SAN BROWN LOAM GRADE ABOVE POOLS 97.0 21 TOP OF SEPTIC TANK 95.2 TOP COVER 96.7 u; , SCHEMBRI HOMES DESTIN G. GRAr- LAND SURVEYOR,` PO BOX 704 WITH 2Brh GRAVEL SC 2.4' WATER IN BROWN CLAYEY SAND T COLLAR TO GRADE 97.7 ' 3] UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED` By DESTIN G. GRAF N.Y.S. LIC NO. 50067 a 3' WM420%GRAVEL WITH SAND AND GRAVEL ACCEPTABLE TO THE S. C. HEALTH DEPT BEFORE BACKFILLING. SW 51 PROPOSED ELEVATIONS SHOWN AS 197.0 ) WATER IN FINE TO COURSE SAND 61 WATER AT ELEV +/- 77.5 9 TAX LOT '5 Cn a � PLEASE NOTE VACANT \ GROUND ri IM � � POCKETS of WET 11105102) � O It Is the applicant's re^monsibi' to BJ THIS AREA p9 a W ® a+ rA 0 0 09 0. maintain adequate snro'tary dicta e o 0 between all water supply a d sew e r; �; � — W disposal facilities. 104.73 O N 21°33 X 0qa Wp TEST HOLE Z � •�� .r rn O o ROPOSED SINGLE _ 1 FA LLING 1711 a a W q a OCC RESW I PROPOSED PUSUC ELL TER] IPAW K � 1210 wm�7 a 36045'30-W 52.48- / aa.6 I S 32°041� t sa.e 992 TAX LOT 62 OCC RES WELL [ PROPOSED Plin, u- u EAWOOD DR PROPOSED PUBLIC W/ N TAX Lors OCC REFS WELL I WELL IN HOUSE- NE COR I TAXI 8 OCC RES WELL 1 WELL ALL DISTANCES TO WELLS AND CESSPOOLS ELEVATIONS IN ASSUMED DATUM ARE BY LOCATIONS FROM HOMEOWNERS, LOOD ZO /� FIELD OBSERVATIONS, AND EXISTING FIRMMAPNO. SURVEYS. SINCE MOST ARE NOT VISIBLE FIRM MAP No�. 3610300167 G THESE DIMENSIONS ARE NOT CERTIFIED. Unsulhari red alteration a addition to this document H a violation or Section 7209 [ 501 of the New York State Education Law. SURVEY OF: Certifications indicatedbecon shall run only to the person for whom t is prepared .Go�emerdel Agency and Lending and on his behalf to the Title Canpanym DESCRIBED PROPERTY Institutions listed Hereon. and to the assignees of the Landing Inaijbibon a subsequent owners. Copies this document bearing SITUATED AT BAYVIEW, TOWN OF SOUTHOLD or not the proressionars Inked seal or embossed seal shall not be camide ed a Valid true copy. The o8seteI adimensions] shomr hereon am structures to the property linea aha for a specific purpose and use and therefore are not intended to guide the erection a SUFFOLK COUNTY, NEW YORK fences, retaining walls, pods, patios. parting areas, addition to buildings, or any other construction. The emsterce of right of ways and/or easements of record, lt any, not shm n are SURVEY DATE: 08/22/02 SCALE: 1 "=30' not guaranteed. CERTIFIED ONLY TO: SCHEMBRI HOMES DESTIN G. GRAr- LAND SURVEYOR,` PO BOX 704 Rocky Point, New York, I If78 I - 631-821.3442 _ -_' By DESTIN G. GRAF N.Y.S. LIC NO. 50067 a JOB No. 02-39 TAX I.D.No. 1000-79-07-63 r-- 2 7 '20G TAX LOr 64 ASPHALT SURVEY PURPOSE: UNDER CONST SURVEY TAX LOT 55 N 21°3520°E 104.73' 50, 00NC FOUNOATIpN I y 14.7 2.8 21.3 33.� 0 /0/2' ?�U 28.1' 30.7 S 36°4530„w 52.43' S 32004,30Wy 52.94' TAKLOTB ASPH�T PARKM _ SEAWOOD DRIVE [ 501 ] EDGE OF p_vw •� TAX LOT 8 0 Limulissi ed alteration a addition to this document is a vMWm of Section 7209 SURVEY OF: w DESCRIBED PROPERTY N_ O O rri SITUATED AT BAYVIEW, TOWN OF SOUTHOLD Copies or this doc meM not bends the wofeaslonars inlaid sen! or embossed j Z use e Mwsfae are not intended to guide the erection of Nr a specs ic, purpose and an fences. retaining walls, pools, paboa plenling areae, addition to buildings, or any other TO N The of right of ways arena easements or record, if any, not shown ane SURVEY DATE: 10/19/05 SCALE: 1 "=Wr z D TAX LOT 62 X D TIE 887.av ASPH�T PARKM _ SEAWOOD DRIVE [ 501 ] EDGE OF p_vw •� TAX LOT 8 0 Limulissi ed alteration a addition to this document is a vMWm of Section 7209 SURVEY OF: of the New York State Education Lax. CerlXkatlpre indicated hereon shall nm only to the person far w om it Is prepared DESCRIBED PROPERTY and on his behaato the Title Company.Co Mil Agency and Lending institutions asked hereon. CedXkxtlons are Trot lrartal able to additional Institutions or subsequent owmers. SITUATED AT BAYVIEW, TOWN OF SOUTHOLD Copies or this doc meM not bends the wofeaslonars inlaid sen! or embossed seal shall not be considered a valid true copy. The aa.etet ordlmenalcoslshawnhMsMrhonekucbmtothe prapem lines eSUFFOLK COUNTY, NEW YORK use e Mwsfae are not intended to guide the erection of Nr a specs ic, purpose and an fences. retaining walls, pools, paboa plenling areae, addition to buildings, or any other The of right of ways arena easements or record, if any, not shown ane SURVEY DATE: 10/19/05 SCALE: 1 "=Wr CERTIFIED ONLY TO: SCHEMBRIHOMES GRAF N.Y.S. LIC NO. DESTIN G. GRAF LAND SURVEYOR PO BOX 704 Rocky Point; New York, 11778 631-8215442 (� � TAVALOT 55 �Ppb1ory, l�J j. , CANT 40 APR 2 2 2005 WETLANDS DELINIATED BY GLEN JOST / IN APRIL 13. OF 2004 [ GMO ENVIRORNMENTAL CONSULTANTS ] PUBLIC WATER SERVICE IN ROAD [ 4/16/04 J a�,ra of Trustees � \ � / N 1*33'2o E 104.1 / \ FLAG \ O �� 2 O ��n • O p OI �/ RAL\ .�_� I —WFn...- 0 am. di a_A �l N VI C I£ 8'0x4'DEEP DRYWELL TO CONTAIN \ \ \ ALL ROOF RUNOFF \ \ REQ. VOL=.167*1,189SF=198.2FT3 \ \ VOL. PROVIDED=200.96FT Z \ \ I\ N \ Ax FRAME c \� DWELLING \ �\ I Ln N o \ TAX LOT 64 I PROP WELL PROPOSED RPUBLIC WATER ] —� WH -; \ n r w m M*. w,vy 4 a _— s / IG _ — 00D_DECN I / ryF J J (EX A a&45 0.,�1 W 52.43' S! 32*P4'5.'W 52. ,. f' -----_ \ ASI L_\ o =� AMC BUFFER LINE TO WETLAND BOUNDARY I WEST OF THIS BOUNDARY IS A DISTURBANCE NO TURF ZONE. TO SEAWOOD DRI [ PROPOSED PUBLIC WATE ] 5 0 r — —� EDG[ TAX LOT g OCC RES WELL I WELL IN HOUSE- NE COR ] IWELL Io TAX LOT 8 OCC RES WELL BASED ON SURVEY BY DESTIN G. GRAF' N.Y.S. LIC NO. 50067 ELEVATIONS IN ASSUMED DATUM PLANTING SCHEDULE PLANTINGS (COMPLETED) SWEET PEPPER BUSH LING O LDLAME j 1 2 RED MAPLE 3 TAX LOT Fri OCC RESS/05TIE PROPOSED ADDITIONAL PLANTINGS J62", 687.61 O G D v ALT , 6A No WITCHHAZEL SEAWOOD DRI [ PROPOSED PUBLIC WATE ] 5 0 r — —� EDG[ TAX LOT g OCC RES WELL I WELL IN HOUSE- NE COR ] IWELL Io TAX LOT 8 OCC RES WELL BASED ON SURVEY BY DESTIN G. GRAF' N.Y.S. LIC NO. 50067 ELEVATIONS IN ASSUMED DATUM PLANTING SCHEDULE PLANTINGS (COMPLETED) SWEET PEPPER BUSH O 14 ARROW WOOD 3 RED MAPLE 3 BLUEBERRY 8 PROPOSED ADDITIONAL PLANTINGS ILEXGLABRA (INKBERRY) G 17 3 WITCHHAZEL DOGWOOD 4 PUSSYWILLOW 6 WEEPING WILLOW 6 REDTWIG t 4 TAX I.D. No.1000-79-07-63 JOB No. 02-39 1 F �.� .F ... _• SUFFOLK c^" APPRO 4L 2 !!!! 1 220116 H.S. z:i. N0. FAQ -S -0111 ft. •Y,._ 1 � P a �j. fYIFSit IM S63o2,00'� Unauthorized alteration or addition to this document is a violation of Section 7209 of the New York Education Law. Certifications indicated hereon shall our only to the person for whom it is prepared and on his beholf to the Mle Company, Governmental Agency and Lending Institutions listed hereon. Certifications are not transferable to additional institutions or subsequent owners. Copies of this document not bearing the professionals inked seal or embossed seal shall not be considered a ootid true copy. The offsets [ or dimensions ] shown hereon from structures to the property lines ore for a specific purpose and use and therefore are not intended to guide the erection of fences, retaining wall, pools, patios, planting areas. additions to buildings, or cry other A.O 1]T construction. The existence of right of ways and/Gr easements of record, if any, not shown are n not guaranteed. '7.f�✓IF wRo CER'HFIED ONLY TO: SCIIFMBRI HOMES IV/,-�d ° k�"'V SWEET PEPPER BUSH tiS �1b WI TCHH AZEL N C5 oc >� 1\ ID �\ o� rLIDJ�3 3� 7�7 V •.^ �� /.� O9, y 'V o' o0 �o 0� F 0/ /"N DESTIN GRAF P.L.S., P.C. P.O. BOX 704 ROCKY POINT, NEW YORK 11778 PHONE [631]-821-3442 h N63o 2� 00„ \ STONE WALK WATER Ll1A40 FjLF OFst� w2S M�pNo 004q sus ('RF 06"6- -S S6 0 �P NIOBEWILLOW * DOGWOOD 1111 �7 JUN 1.3 2 06 SURVEY PURPOSE. FINAL SURVI.Y SURVEY OF: DESCRIBED PROPERTY SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SURVEY DATE: 05/24/2006 SCALE: 1"=20' BY Destin G. 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'ahem aulaeaq Ile }e auol4Vauuoo daa}e }dlldn 'a}eld Ills 4oea jo pua Lives ddo „ZI o} it, PIO4 Pug e.lauaOo jjO ,IZI P10H '.l94sem a.lenbs „E x I,£ 4}1m I,L JO }uawpagwa wnwlulw -ill uo „EZ m I,r/, ;fiao}e Z i-lOiEl JOHONV 7VOId-1.1 J N 11 drgilt aea lar cov�.� {^"`^'^ or 12^cone, pwwdacka. 4, heated P004WO lfatd, On MraPPIdrVA09nY+� Wrehedtisla 2xa Of 2910 treated ""1 140 424-'60 pnt�er with t W 4r uea - 2x2 ledger board. 4- N'f`' - ' F 10 F� � J J L J L Z, p PpAJ. ,2,tIo�C�'jC-V) goL'tEt� LByb� � V lV m'rA' FOOTINGlSOL ' 24" x 24"x12 thick poured , ' concrete footing 13" Diameter steel column. o Aj — r ---I L� � ' ' r �Z -�-i , 3L'r`i•11f r- ae—.I---.�.-F' L +- �-4 J L - J I L - 3'q� ZyP c 4m U ide Fire Rated Gypsum I N - L T $oard above thefurnace. DIF•>~" fr�2 RG, I ' 'as per New York State Code Q I p U. Y, g, u N �-Oowl✓ I � � N I 11 0 III . A I 4 _ rr 4r''4,0 P" �JPYOf N'r5 ----- _ _ -- --- - --- — - tt rUORwcWelalNAM W 4 l I 1 4 rot �dt York' Stab node. e" poureure d concrete wan of tB" z e' Conde well f110111ig. V 4'J O es4edor Dampmoflog, 2-2 x e a - _ meshed sill plates. SIR seal, TietmRe Shield. NI foundation walls to extend tor vi oconin ler� W full height walls slap 101111"I" as per code ' 124oa.1.a � .�.nar eur.HOR BOLT_ 1 stofY: Nl i 48' on tinter 2 S,y: W Q 2T on Carter, minimum embedment of 7' With S' z 3' egtrare washer. HOM 12" off comer$ and Will 4- to 1T off each and of each Sill �plate..UyptifteM ,orNledµehy at all beading wow i91at dravdng -1 r - -L I I I I I I I — L r — Lf r-? eL.PVA-T►olrj W HKpMA M PATH WADI W 1I , r M Simpson PHDS Hold-down$ F with SM anchor and 14 SD$ Y _ I x 3' wood srtews. Provide at I comers of garage walls and 1 doors arid at building comers- see Foundation plan and drawing -1 for details. I I I I A I 4 _ rr 4r''4,0 P" �JPYOf N'r5 ----- _ _ -- --- - --- — - tt rUORwcWelalNAM W 4 l I 1 4 rot �dt York' Stab node. e" poureure d concrete wan of tB" z e' Conde well f110111ig. V 4'J O es4edor Dampmoflog, 2-2 x e a - _ meshed sill plates. SIR seal, TietmRe Shield. NI foundation walls to extend tor vi oconin ler� W full height walls slap 101111"I" as per code ' 124oa.1.a � .�.nar eur.HOR BOLT_ 1 stofY: Nl i 48' on tinter 2 S,y: W Q 2T on Carter, minimum embedment of 7' With S' z 3' egtrare washer. HOM 12" off comer$ and Will 4- to 1T off each and of each Sill �plate..UyptifteM ,orNledµehy at all beading wow i91at dravdng -1 r - -L I I I I I I I — L r — Lf r-? eL.PVA-T►olrj W HKpMA M PATH WADI W 1I , r GENERAL CONSTRUCTION NOTES 12 Basements with habitable space and every sleeping room shall have 22 galzed openings In Wood -Borne debris regions (areas within- Spacina ENERGY NOTES - -- _ - -- --- -- where no window Is provided on a separate switch, at least one openable emergency escape as follows hurricane prone regions within 1 mile of the coastal high water 1. The Architect certifies that to the best of his knowledge, 1 All construction shall conform to the Residential Code of New York State- of a 130 miles per hour and a 33 foot mean roof height Sill height of not more than 44 inches above the floor. line were the basic wind speed is 110 miles per hour or greater 12 - 24 of the Residential Code of new York State 20. belief and professional judgement, the drawings are in compliance effective Janus 2003, and all Local Building and Zoning Codes and the January 9 9 L -6D A. Minimum net clear opening of 5 7 sqaure feel. or 120 miles per hour, shall meet the requirements of the large 30 Inches and openings in guardrails to be 4 inches maximum apart. with the RES -CHECK report for the New York State Energy New York State Energy Conservation Construction Code. ALL CODES -16D Except grade floor openings shall have a minimum net clear Missle lest oa ASTM E 1996 and the ASTM E 1886 All Footings shall bear on Virgin, undisturbed soil with a minimum Conservation Construction Code effective July 3, 2002. Shall superce le the drawings and shall be incorporated into the 3-I6C opening of 5 square feet referenced therein REQUIRED bearing capacity of 1 -TON per square Foot drawings WHETHER they are Indicated on the Plans or NOT. 2-16D NOTE 1 B. Minimum net clear opening height shall be 24 inches TC= --AIF A' '.TER5ECTION5 I FACE NAILED 2 All HVAC systems shall meet the NYS Energy Code It shall 21. Smoke Alarms Shall be provided In each sleeping Room, outside of C. Minimum net clear opening width shall be 20". A EXCEPTION 6D be the responsibility of the General contractor to submit 2 The reference Standard that was utilized In the Design of the Poured in Place concrete shall have an ultimate compressive strength D emergancy escape and rescue openings shall be operational Wood Structural panels with a minimum of thickness of 7/16 inch :-I bD NOTE ' in detail the design, calculations, drawings of the mechanical, the structure Is the AMERICAN FOREST & PAPER ASSOCIATION A- 6E from the inside of the room without use of keys or tools and a maximum span of 8 feet shall be permitted for opening minimum ultimate withdraw capacity of 490 pounds air conditioning, ventilation. healing systems stamped by a Wood Frame Construction Manual for one and two family dwellings 6d shall be 3500 psi All work shall be in accordance with Chapter 4 of the protection Panels shall be precut to cover the glazed openings Oa professional engineer If required by the Owner or Building Dept 1995 High Wind edition (800-890-7732) THIS MANUAL shall 13 No back -fill shall be placed against the soundation walls with attachment hardware provided in the table below DESIGN LOAD_ INFORMATION be incorporated into the drawings WHETHER the are indicated p g Y until the first floor framing is in place or brace the foundation Label all panels and store In a clean dry area of the house. 3. All glass to be double paned, Insualted with aLOW-E Coating on the plans or NOT DOC EACH ENC Atlachements shall be provided In accordance with the table .'-AD and shall have a U factor of not greater than 35 brought up to code, hardwired and interconnected. Code section 1 1 14 Double joists under parallel partitions and under whirlpool tubs as follows Base design value for visually graded dimensional lumber, IE; Joists, studs EACH JO5- 3 Written Dimensions take precedence over scaled dimensions ROD, IMBED 1" Double around openings In Floor and roof framing. Rafters and All framinglumber shall be DOUG -Fir #2 or better, E=1 6, 22. 4 All exterior doors, including the basement door shall be insulated MIN. INTO CONCRETE =-I6C NOTE FIG = 875psI, (based on table 4A WFCM), repetitive member shall be1006 psi. Fastener Schedule for Wood plywoodpanels D Roof. LL = 30psf, DL = 1 Opsf with a maximum U factor of .4 and have weatherstripping 4 The contractor prior to the start of construction shall verify all 15 Metal flashing shall be installed were concrete abuts wood, 9 --- - - -- - - TYPICAL CORNER PHD5 Exterior fire rated doors shall have the same U factor and dimensions, existing or new and be responsible for field fit. amd were decks abut house framing TABLE 1609 1 4 weatherstripping and shall be self-closing. 5 All electrical Mechanical and Plumbingshall conform to all State, Local 16. Install joist hangers at all flush structural load bearing conditions. Fastener Panel Span Panel Span Panel Span Type Less than or less than or less than or and County Codes and shall be inspected and approved by the governing equal to 4 feet equal to 6 feet egaul to B' HOLDOWN SECTION DETAILL agencies. The General Contractor Sahli be reponsible for all installation, 17 ALL habitable rooms shall be provided with aggregate glazing area BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION H Attic without Storage. LL = 1 Opsf, OL = 10psf N T.S materials, design and code compliance ON TABLE 3.1, 3.3A, 3.4, 3,1 OF THE WFCM 1995 HIGH WIND ADDITION Maximum Nail spacing for 8d Deformed nails of not less 8 percent of the Floor area of that room, and the minimum 2-1/2" a6 Wood 16 orches 12 inches B inches I Z. -Inn., noxi,.., ,•- f—tr.,, E' openable area to the outdoors shall be 4 percent of the floor area being Screw or I Od on center on center on center 6 The Plumbing system shall be Installed in accordance with Chapters ventilated, Refer to Code section R303 Nails 25 - 32 of the residential Code of New York — 18, All window and door headers to be 2-200 unless noted otherwise. 2-v2" MB Wood 16 mches 16 inches 12 inches 7 The Electrical equipment and wiring shall be Installed in accordacne Screws on center on center on center I I N Y k S t 19 Vent dr ers to exterior and bathrooms shall have mechanical ventilation DESCRIPTION entiaoe o ew or to e with Chapters 33 - 42 othe Residl Cd Y ROOF LRAMING Spacina At paned At Intermediate RAFTER -C TOE FLLTE ('OF NA LED where no window Is provided on a separate switch, This table Is based on a maaimum wind speed (3 -second gust) LE,-IV3 .c STS -0 TOP SLATE 'OE NAILED 8 The mechanical system shall be installed In accordance with Chapters CE _Ills _D S'S 'J PARALLEL RAFTERS -AGE 'Fl -FIC of a 130 miles per hour and a 33 foot mean roof height EACH _AP CE-IN3 -C 5-5 LAF C.'ER FART,TIONS IFACE aAHED 12 - 24 of the Residential Code of new York State 20. Guardrails are required where the difference In GRADE is more than -.,. ..R TEES T_ ELC, RAFTER FACE \AILED L -6D EACH 'IE E_C�rc •5 T] RAF -ER TOE 4A -ED. 30 Inches and openings in guardrails to be 4 inches maximum apart. Fasteners shall be installed at opposing ends of the wood PHD5 HOLDOWN -16D EACH ENC 9 All Footings shall bear on Virgin, undisturbed soil with a minimum Handrails are required on stairs with 2 or more risers structural panels. 3-I6C EACH RAFTER WALL FRAMING REQUIRED bearing capacity of 1 -TON per square Foot 'CF PLATE -O -OF PLATE rFACE NA _ED: 2-16D NOTE 1 5/B" THREADED - - TC= --AIF A' '.TER5ECTION5 I FACE NAILED 4-16D JOI5T- EACH SIDE 21. Smoke Alarms Shall be provided In each sleeping Room, outside of Where screws are attached to masonry or stucco. they shall ROD 6D 16" C.C. A-ONG EDGES 10 Poured in Place concrete shall have an ultimate compressive strength each separate sleeping area in the Immediate vicinity of the bedroom be attached utilizing vibration resistant anchors having s :-I bD NOTE ' PER FOS .. E_F-OF 'LATE "IINIMNM 46 IgCAES CEFSE- TF P,T .DIRT5 FACE NALEC IN TAPPED AREA A- 6E at 28 days of 3000 psi Except exposed slabs, garage slabs and steps and on each story of the dwelling, Including basement and cellars. Alarms minimum ultimate withdraw capacity of 490 pounds GNW COUPLER - ---►(' �EADER TO 5TLC T'HO P'ECES 6d shall be 3500 psi All work shall be in accordance with Chapter 4 of the shall be interconnected and hardwired to a commercial source Oa "`s ON CENTER PLR JOIST Od Residential Code of New York State. All Concrete shall conform to WHENEVER an alteration. additon, or conversion is made to an existing DESIGN LOAD_ INFORMATION NUTS the latest ACI standards residence, the smoke detection system of the ENTIRE residence must be -- ER DGNG '0 JO STS -OE NAILED) DOC EACH ENC NG TC LOsTS TOE NALED+ .'-AD EACH END brought up to code, hardwired and interconnected. Code section 1 1 A. Ground Snow Load 45 psf 5/B" THREADED 11 Base design value for visually graded dimensional lumber, IE; Joists, studs EACH JO5- B. Rooms other than sleeping. LL = 40psf, DL = 10psf ROD, IMBED 1" EACH JOS- Rafters and All framinglumber shall be DOUG -Fir #2 or better, E=1 6, 22. Carbon Monoxide Alarms: All CO alarms shall be connected directly to the lighting C Sleeping Rooms. LL = 30psf, DL = 10psf MIN. INTO CONCRETE =-I6C NOTE FIG = 875psI, (based on table 4A WFCM), repetitive member shall be1006 psi. circuit with no Intervening wall switch. Battery -powered alarms are not allowed D Roof. LL = 30psf, DL = 1 Opsf CO alarms are required on each level on which sleeping quarters are located. E. Roof with cathedral Ceiling LL = 30psf, DL = 15 psf TYPICAL CORNER PHD5 Nailina Schedule for Lateral and Shear ROOF SHEATHING ATTACHMENT REQUIREMENTS F. Decks & Exterior Balconies LL=60ps1, DL = IOpsf G Guardrails and Handrails. L= 200psf HOLDOWN SECTION DETAILL -- Connection requirements in exiosure - B &_C BASED ON TABLE 3.8 OF THE 1995 WFCM HIGH WIND ADDITION H Attic without Storage. LL = 1 Opsf, OL = 10psf N T.S BASED ON TABLE 3.1, 3.3A, 3.4, 3,1 OF THE WFCM 1995 HIGH WIND ADDITION Maximum Nail spacing for 8d Deformed nails I. Attic with loage. LL = 20psf, DL = 1Opsf I Z. -Inn., noxi,.., ,•- f—tr.,, E' DESCRIPTION NUMBER OF COMMON NAILS 120(MPH) NAIL SPACING ROOF LRAMING Spacina At paned At Intermediate RAFTER -C TOE FLLTE ('OF NA LED 3-6D EACH RAFTER LE,-IV3 .c STS -0 TOP SLATE 'OE NAILED 3-bD ELG- JOIST CE _Ills _D S'S 'J PARALLEL RAFTERS -AGE 'Fl -FIC 4-IbD EACH _AP CE-IN3 -C 5-5 LAF C.'ER FART,TIONS IFACE aAHED 4-II EACH _AP -.,. ..R TEES T_ ELC, RAFTER FACE \AILED L -6D EACH 'IE E_C�rc •5 T] RAF -ER TOE 4A -ED. Cba EACH ENG R'^ SCAR_ -O RAFTER ,Ell NA LED' -16D EACH ENC RAFTERS'_ ROSE 1ALLET DR HIP -OE NAILED 4-IvC EACH RAFTER RACTER5 -C RCsE /ALLEY OR HIP FACE NA LED, 3-I6C EACH RAFTER WALL FRAMING REQUIRED TYPICAL STRAPPING 'CF PLATE -O -OF PLATE rFACE NA _ED: 2-16D NOTE 1 PER FOO - TC= --AIF A' '.TER5ECTION5 I FACE NAILED 4-16D JOI5T- EACH SIDE S -JD -C 5TLD IPACE NAILED. ='6G 24 ON CENTER -E47FR TO .+EAGER (FACE NAILED 6D 16" C.C. A-ONG EDGES -OF LND EC -C-1 PLA -E To STJc -16G EACH 5TUG 5 �',CY '_ATE TO FLOOR J05-5 OR SAND JC15T5 :-I bD NOTE ' PER FOS .. E_F-OF 'LATE "IINIMNM 46 IgCAES CEFSE- TF P,T .DIRT5 FACE NALEC IN TAPPED AREA A- 6E I - .- NL__^L5HEADER -O STJG -CE N4 _EC 4-&C -SILL -STUD - �EADER TO 5TLC T'HO P'ECES 6d 16' o c alone eacn edea -.. CORNER 5-11D5 Oa "`s ON CENTER - c GIRDERe AND BEAMS ,_ -RILL-BER -Al ER5 Od 'Ffi - NAIL PAC -4 -A` ER AT 23-INC4ES ON CENTER A- TOP _ [ 15=T M AND STAGGER NA.L5 2 -NA„ AT EACH E'.0 ..NC AT EACH SPLICE FLOOR FRAMING cls 5 TO 5ILL TOP PLATE TO GIRDER TOE NAILED' `5D EACH JOIST ER DGNG '0 JO STS -OE NAILED) DOC EACH ENC NG TC LOsTS TOE NALED+ .'-AD EACH END BLC GIC 43 Tp 5'-L OR TOP PATE 'TOE NAILED. 3-I6C EACH BLOCK _EG SER TO 5 -RIP FRAM ,FACE NA FD 3-160 EACH JO5- ,O 5- DN ECsErz 7L BEAT' END NAI -ED, 3-bC EACH JOS- 5 TC .CST ENC Y4 LED 316C EACH JCS- — .--1C-:S' T. 5 L OR TCR PLATE TOE `.AILED =-I6C NOTE PCR FOOT N4 -E -. ''-N3 R=O'LIRE'TENTS ARE EASED CN .LA_L 5HE %T..T NG INA LED 6' ON -CENTER AT PANEL ECGE$ Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails. minimum 12 gage shank with a minimum 3/8" inch diameter head. the fasteners shall penetrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, Include on each side of the roof peak, the 4 -foot perimeter edge zone atitachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.9 OF THE 1995 WFICM HIGH ADDITION Maximum Nail spacing for 8d common nails 1--1 120 (MPH) SHEATHING _OCA'ION Spacina At paned At Intermediate (BEE NOTE A) O edges edges 'NTERIOR ZONE 12 O.c. 6" I^° WEATHERING 16° C.C. 6" 12" PERIMETER EDGE ZONE 12 c,c. 6" 6" SNOW I6" O.c 1 6" 6" Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or copper roofing nails. minimum 12 gage shank with a minimum 3/8" inch diameter head. the fasteners shall penetrate through the roof sheathting and comply with ASTM F 1667 All asphalt shingles shall have self -seal strips or be interlocking, and comply with ASTM D 225 or ASTM D 3462 For normal applications, asphalt shingles shall be secured to roof with not less than six fasteners per strip NOTE A: For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, Include on each side of the roof peak, the 4 -foot perimeter edge zone atitachment requirements shall be used. WALL SHEATHING ATTACHMENT REQUIREMENTS BASED ON TABLE 3.9 OF THE 1995 WFICM HIGH ADDITION Maximum Nail spacing for 8d common nails K 3 -second design gust wind speed of 120 mph CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 1--1 20 (MPH) SHEATHING LOCATION Spac,ng At panel At Intermediate (5EE NOTE A) O edges edges NTERIOR ZONE 12" o.c. e," .2 WEATHERING 16° C.C. 6" 12" 4 -FOOT EDGE ZONE 12" a.c. 6" 6° SNOW 16" O.c, 6, 6° K 3 -second design gust wind speed of 120 mph CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301 2(1) NEW YORK STATE CODE UPS RT10 ANCHOR at each Rafter With (6) 8d nails in Rafter (8) Bid nails in Plate (6) 8d nails in Stud 1-3/4" x 20 Gage Metal Coil Strap with (6)-8d common nails in each end catch jack studs and window or door Header Typical each side and ALL windows and doors RAFTER -TO -STUD CONNECTOR & JACK STUDS TO HEADER TIE f C7 U t' I t t`Y NOTE A: �� 1--1 1/2" COX plywood For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, N Panel, Attached include on each side of the roof peak, the 4F -foot perimeter edge zone -- 'I O Frame in accordance Note # 22 R� O'JND WIND SIESMIC WEATHERING FROST TERMITE WINTER ICE SHIELD FLOOD HAZARD SNOW SPEED DESIGN the STUDS LINE UJ DESIGN UNDERLAYMENT LOAD I%IPH) CATAGORY -Nail to back of each stud DEPTH TENIP REQUIRED TYPICAL STRAPPING 45 LBS 120 C SEVERE T-0" MODERATE IIDEGREES YES REFERTO FOR STRAPPING PURPOSES ONREFER TO LY, ON LEAD CONTENT BEFORE CERTIFICATE LU lu U zd)11) LAND SURVEY TABLE R301 2(1) NEW YORK STATE CODE UPS RT10 ANCHOR at each Rafter With (6) 8d nails in Rafter (8) Bid nails in Plate (6) 8d nails in Stud 1-3/4" x 20 Gage Metal Coil Strap with (6)-8d common nails in each end catch jack studs and window or door Header Typical each side and ALL windows and doors RAFTER -TO -STUD CONNECTOR & JACK STUDS TO HEADER TIE f C7 U t' I t t`Y NOTE A: �� 1--1 1/2" COX plywood For roof and wall sheathing within 4 -feet of the perimeter edge of the roof, N Panel, Attached include on each side of the roof peak, the 4F -foot perimeter edge zone -- 'I O Frame in accordance Note # 22 LU attachment requirements shall be used. - q at each stud, wrap under sill with and Table 1609.1.4 CEILING SHEATHING ATTACHMENT REQUIREMENTS 5d cooler nails spaced 7" on edge and 10" in field FLOOR SHEATHING _ATTACHMENT _REQUIREMENTS BASED ON TABLE 3.12 OF THE 1995 WFICI`1 HIGH WIND ADDITION shall be attached with a minimum of 8d (common nails spaced at a minimum of 6 -Inches on ceniter on panel edges and 12-Inchee on center In panel Field. WINDOW UNIT PLYWOOD STORM PANEL SHUTTER DETAIL Refer to General Note #20 for Panel fastener requirements. over rafter--- isOptional TYPICAL FLOOR SYSTEM xn�Pf/_1 BLOCKII TYPICAL AT 48" C 2x DECK JOISTS -see plan 2 x Treated Nailer Board lone size larger than Joist) Lag Bolted to Framing with I/2" diameter galvanized e ENDWALL Floor and Ceiling JOISTS I �Ir BLOCKING" n at 48 o center SECTION A - A END WALL BLOCKING DETAIL N T.S. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFT, CDOES OF NEW YORK STATE CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. Teco at each rafters FIII all nail holes Porch Column or Poet DECKING see plans Teco each Joist to girdle -4x4 or 6x6 POST � o_ Simpson Galvanized post to Concrete connector ABU44 or equal Strap back of post to Header COMPLY WITH ALL CODES OF with Typclal Galy. NEW YORK STATE & TOWN CODES Strap 3-13d Nalls AS REQUIRED AND CONDITIONS OF in each End ✓ SOUTHOLDICON IDA SOUTHOLDTOWN PLANNING90ARD bolts at 16" on center 1--1 `1/ SOUTHOLD Galvanized Strap N staggered with a 2x2 with (5)-8d common nails O with (5)-8d common nails LU Treated ledger board. at each stud, wrap under sill .. � U Teco Each Joist to Naller O PLUMBING t0 VJ OR directly to the STUDS lu UJ LU l zUJ/p��o -Nail to back of each stud !--! Q IV TYPICAL STRAPPING LU O !Lt LU O LU 11131111-11 MAI IFICATION Z rap under FOR STRAPPING PURPOSES ONREFER TO LY, ON LEAD CONTENT BEFORE CERTIFICATE LU lu U zd)11) bolts at 16" on center `1/ SOUTHOLD Galvanized Strap N staggered with a 2x2 with (5)-8d common nails TOWN TRUSTEES ( ^N.Y.S.DEC i ' with (5)-8d common nails LU Treated ledger board. at each stud, wrap under sill and nail to back of each sill Q Teco Each Joist to Naller PLUMBING t0 Z OR directly to the STUDS ALL PLUMBING ', -1 cTE 111- WATER UNE,9 NE Fo LU TESTING BEFORE COVERING -Nail to back of each stud CA IV TYPICAL STRAPPING FOR PORCH/DECK CONSTRUCTION LU LU 11131111-11 MAI IFICATION Z rap under FOR STRAPPING PURPOSES ONREFER TO LY, ON LEAD CONTENT BEFORE CERTIFICATE U LU PLAINS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. OFOCCUPANC N FOUNDATION -SILL -STUD SOLDER USED IN WATER I t RAFTER STRAP SUPPLY SYSTEM CANNOT Simpson Strong -tie MTS 30 EXCEED 2110 OF1%LEAD. Strap DOES NOT have to be wrapped over EACH RAFTER to achieve full load. CUT 1-114" gaily. x 20 gage ORLENGTH coil strap with (5) 8d nails 12" 1 in each end at each rafter. 1-3/4 x 20 Gage Metal Coil Strap with (7) 8d common nails in each end. AT EACH RAFTER 1-3/4" x 20 Gage Metal Coil Strap 'with (6)-8d common nails to each ernd catch jack studs and window or doolr Header. Typical each side and ALL \A/INf1r1WS ANr) r)r1r1R FRANAF.S ALTERNATE RAFTER -TO -STUD CONNECTOR -& JACK STUDS TO HEADER TIE Provide II minimum I End Distance 1-1/4" x 20 gage G-185 1-1/4"y 20 gage G-1 B5 Galvanized Strap Galvanized Strap with (5)-8d common nails with (5)-8d common nails at each stud, wrap under sill at each stud, wrap under sill and nail to back of each sill and nail to back of each sill. Strap may be attached OVER Sltrap be attached OVER he plywood OR Directly to OR directly to the STUDS ctheod 22 -Nail to back of each stud rap under Nail toSill FOUNDATION -SILL -STUD STRAPPING FOUNDATION' -SILL -STUD - Applies to Garage Wall and STRAPPING Slab on Grade Construction TYPICAL EXTERIOR WALLS CLEAR Or use 1-3/4" Metal q S Cod Strap 20 Gage with D ZONE - (7) Ed common nails LY WITH CH in EACH END at FLOOD DAMAGE P EV Nlfl N EACH Stud, JkERwRm TIRO SOUTHOLD TOWN .� 12" Min REQUIRE Q z Simpson Strong -Tie RAFTER TO RIDGE STRAP co CS Coiled Strap WFCM 3,2.5.1 Exception: Z WALL TO WALL STRAP Ridge straps as not required when collar ties of nominal 2x4 lumber Refer to Nailing located In the upper third of the attic space Schedule and attached to each pair of rafters, Nail each and of Collar ties in APpFlOVED AS NOTED accordance with the Nailing schedule. 3 DATE: ' B.P.B 133 W Qt FEE: 9Gq Go BY: Lr" DO NOT PROCEED WITH r NOTIFY BUILDING DEPARTMENT AT FRAMING UNTIL SURVEY 0- 765-1802 8 AM TO 4 PM FOR THE OF FOUNDATION LOCATION n 4 \ m Z FOLLOWING INSPECTIONS: HAS BEEN APPROVED. (3 1. FOUNDATI,)N - TWO PEOI) RED LU U FOR POURED CONCRETEt Q 0 Ln 2. ROUGH - FRAMING E P.i1MBING y,y/6,p�ps _ m 3. INSULATION fm 4. FINAL - CONSTRUC'IC,N MUST c - ` - `J' �'. •' U � 61 BE COMPLETE FLn G.O. ALL CONSTRUCTION SHALL MEET THE 1 1,r1 m REQUIREMENTS OF THE CODES OF NEW _ r-1 Hti{$,t'; 1f- N 3 S YORK STATE, NOT RESPONSIBLE FOR -LLy DESIGN OR CONSTRUCTION ERI '+,.yi,`;ao._!"!uvD.",'; J - OCCUPANCY OR v USE IS UNLAWFUL WITHOUT CERTIFICA RETAIN OF OCCUPANCY PURSI/ANTrRMWAT RUNOFF OF T41r ._.. O SECT/ , . _ fREIII MaePLW-6 gS6WCOO) WSrh.u, a5 PK MFR, 6Pt`rrh, - $ jJy�i IA'Ob. GODe.(Vag IFf QI.1, V6gMTS. %EEOC'£ mfxT� uclic,.- 5,61 WINDOW H04% A,*T t II (VEtI oN F-V-Dj T 4 beef *)oe "mks cebger \ C -Carbon Mono" Ostedor Refer to gen. note e18 NOTE: unless noted Othensise• tamer alt windows in rooms, center st eve, flstures, and hold 18' off comets. Framer to verify cemertine of window over sO with kitchen Wain plan provlAsd by Owner or builger. factory WA fireplace tnseds 1 stag be Installed In aorordancs with section R100(and metal flue shag be Instaged In accordance with section R1002 of the code. PORCH Refer to draAna -1 for Porch deWls and stropping f- b/4io� I iZ�r 1-L2 I� PL at, Hol, p(�o rtae �rtoy-ptjr;zToj&,I 7EK ml,e 6 -me we-t-� • CxNbus'( I�bNS Q ?� � vCaal6b ?o &121012 , INu-. eKYgR I t[A It ppp pol it Plans Plans indicate series 100 model numbers. Provide LOW -E glass Substitutions made upon - meeting NYS Code. See general notes 12, 17, 21, 22 w,P, ea�F vel.,r�rr�} U LIQ UI �i'i r it I 12J - - - -- r�210t,�7 CL.eyL--nolo I— Oil _ It 6 11 all ,a, KICte 1,, Lu ^' V w(Z�: Q I I I I lFv ut I'�r G,O• j� (14 P•) GL Lt -6R- 2c4 p2 e Ing (�: In plTcli) w/ 21uv NI P R��=/ tis �P d vCWr yNp-,) rmP CWP) 1 I Ilk. l —to.pp1�j_� I 71 �s 14o I d' I QIf' -Tup — o ' A15 01 h 3i --d tro .0 t�.d '77 IJF1 4 9 e¢��� „ u e• wand oTetie. i W/4ti MMu IN r'lilPhPeu• __ V" ' ,,• - slow tee. �. TYPICAL EX*MOR WALE 2 x 4 Wood Shale @ 16' on center, Double Top Plate, Single 1'111 b•' r— I`'r rl.R fat. u Ha++ schedule, TyVec Bosse Wrap or 4 WS,iGaArP JV Se.O.H rZ�'Q Fountletion"to-walFraftrt uplift A10. WMA' Rater to drawing -1 for detalls. TYPICAL FLOOR I Ilk. l —to.pp1�j_� I 71 �s 14o I d' I QIf' -Tup — o ' A15 01 h 3i --d tro .0 t�.d '77 IJF1 4 9 e¢��� „ u � worc m 2. O � u d v �o- V).� lily Z v of -- __ a SIO UNC4i A If 01 —r- 11 1 li I A I q I - w/Z'Ate p10e690 eAR' uluoaw Wf m"Mlu, fUPc5 dIto, or, heft i=1� /�1-11-0► e• wand oTetie. i W/4ti MMu IN r'lilPhPeu• __ V" ' ,,• - 'tl'l�clp" y Pt)21.I6Y I I (cY--.- SOPNr �. TYPICAL EX*MOR WALE 2 x 4 Wood Shale @ 16' on center, Double Top Plate, Single L1 sole plate, K' Etdarlor grade P.ly,wd Shi aping ses fastener u Ha++ schedule, TyVec Bosse Wrap or - Fountletion"to-walFraftrt uplift Connection at ell hearing Iwa9s- Rater to drawing -1 for detalls. TYPICAL FLOOR A- plywood sub noon, glued and Mots, 6 Bridging par oode•er Spars � worc m 2. O � u d v �o- V).� lily Z v of -- __ a SIO UNC4i A If 01 —r- 11 1 li I A I q I - w/Z'Ate p10e690 eAR' uluoaw Wf m"Mlu, fUPc5 dIto, or, heft i=1� /�1-11-0► W,P. moor' Vei,-r g�.f$9.Itto cONL6&uev _ _ wp5ll tub "yx(at2- N I N'Oc �7 TtP. D P. • `n"FIP ,p l b.m� 11 '1'x(4" LO W/p-3OIAYfIL ,,ill° CrtP�) ^. Il�ll p�- 2,13 T'1P. WP2-F"� IVA- 1 I �'fP.»oc%,ISL, blovG-v 3 I oiO�(r1P) R'"XJI�IsuL , -- -- (5ev FIL-C P.A„) w/VAPGR g4V_ ve j (rrPJ I�ja `7 T`(P. FND. /Fr(o Nom: 1{P cU /Nb•—.' ,I5'-�' M4A.lzrz W&O PG sua� 1.'JJ66 W6L.L Ih(�A(Ir.IV -- -- --- ' Im gift s 2 1 Per e• wand IDI/" rI� MMu IN r'lilPhPeu• __ A0pg�Ntvl,e-rIDN Ci`iP) ' ,,• - TYP.pb�l6/ I Bearing ICCaYNt3 see dwg•l SOPNr �. TYPICAL EX*MOR WALE 2 x 4 Wood Shale @ 16' on center, Double Top Plate, Single (FRLR? ow+) • III sole plate, K' Etdarlor grade W,P. moor' Vei,-r g�.f$9.Itto cONL6&uev _ _ wp5ll tub "yx(at2- N I N'Oc �7 TtP. D P. • `n"FIP ,p l b.m� 11 '1'x(4" LO W/p-3OIAYfIL ,,ill° CrtP�) ^. Il�ll p�- 2,13 T'1P. WP2-F"� IVA- 1 I �'fP.»oc%,ISL, blovG-v 3 I oiO�(r1P) R'"XJI�IsuL , -- -- (5ev FIL-C P.A„) w/VAPGR g4V_ ve j (rrPJ I�ja `7 T`(P. FND. /Fr(o Nom: 1{P cU /Nb•—.' ,I5'-�' M4A.lzrz W&O PG sua� 1.'JJ66 W6L.L Ih(�A(Ir.IV -- -- --- ' Im gift s 2 1 Per ©ROBERT Scale: 5 JAMES Date: HIGGINS Drwn: ARCHITECT 50 HIDDEN ACRES PATH Revs: WADING AWER, NY I I M Revs: 7W3351Revs: New F,��II��N DwC�. N o caGN � �2 I +-lel--► � I SIG. '�,�� r�r e• wand F M. Ski boarrM. I? FW F m slim 1W.. topxlonaQ Nnyl Sam. Rafter uplilh�nneotions a9 Bearing ICCaYNt3 see dwg•l TYPICAL EX*MOR WALE 2 x 4 Wood Shale @ 16' on center, Double Top Plate, Single sole plate, K' Etdarlor grade P.ly,wd Shi aping ses fastener schedule, TyVec Bosse Wrap or equal, Vinyl or wood siding. Fountletion"to-walFraftrt uplift Connection at ell hearing Iwa9s- Rater to drawing -1 for detalls. TYPICAL FLOOR A- plywood sub noon, glued and na0ed ft par fastener schedule Floor iolel3-Par Plan Bridging par oode•er Spars TYPICAL FOUNDATION coNSTRUCTION e' Potnad concrete wag on te' x e' conciate wNl lasing. ' EMerbr PainProofhW ("dim R401/), 2- 2x4tmaled 3111 Prates and Sill•aeal, Tamm Shield, Anohor BON$ as par foundation drawing -hold 12' elf comers — max. Uplift strap connections el all hearing wens - Sea dwg -1 INSULATION SCHEDULE Flat calling R=30 Valued ceiling R -W Floor (unhealed space) R=30 Floor (outside air) R=30 Wells 20 R=i$ Wells 2x0 R=19 All gazing U=.35 Door -solid 'U=.40 INTERIOR WALL FINISH Provide %" Gypsum Wall Board on callings Aed WWS except basements & unless noted, Moisture resistance W Gypsum Board in Bathrooms, OV *a resistoot gypsum talent! sa Par ©ROBERT Scale: 5 JAMES Date: HIGGINS Drwn: ARCHITECT 50 HIDDEN ACRES PATH Revs: WADING AWER, NY I I M Revs: 7W3351Revs: New F,��II��N DwC�. N o caGN � �2 I +-lel--► � I SIG. '�,�� r�r