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Home My WebLink About32414-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~d{TMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33339 Date: 10/20/08 THIS C~ui'rIFIES that the building NEW DWELLING Location of Property: 2000 SOUND DR GREENPORT (HOUSE NO.) (STREET) (HAMLET) Co%umty Tax Y4ap No. 473889 Section 33 Block 1 I~Dt 18 Su]~division Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 25, 2006 pursuant to which Building Permit No. 32414-Z dated OCTOBER 6, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED ENTRY, COVERED PORCH, OUTDOOR SHOWER, SECOND FLOOR DECK AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #5893 DATED 7/27/6. · ~ne cez~cificate is issued to PETER F & ~RLENE K 5t~NOS (OWNER) of the aforesaid building. S~FI~LKCOL~YDEPAR~NT OF ~ALTHAPPRO%~AL R10-05-0182 EL~C~rRICAL u~KTIFICATH NO. 124136C PLU~BERS C~WrIFIC3%TION Da'r~m 05/28/08 H2M LABS INC 10/16/08 07/18/08 Rev. 1/81 SEP-05-200? IO:ZO^M FROk4- T-18~ P 001/001 F-Z?O Form No. 6 ~ L, :.--'~L '~ " ,,* Ie ., BUILDING DEPARTM~N~ l, ~F ........ TOWN [IALL ~!fl// ,-~ APPLICATION FOR CERTIFICATE OF OCCUPAj~¥ .row~,-oG. D?r ~J '-~ Th& application must be filled in by typewriter or ink and subauttcd to the BuiJdirtg Department wi~ tl~ following: A. For new building or new use: 1. Final survey of property with accurate location of ail buildings, property ~ ~cs..~Ireets, and unusual natural0r topographic features. ' 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form) · 3. ApprovaI ofelectrioal installatim~ from Board of Fire Underwriters. 4. Sworn statement fTom plumber certifying that the solder used in system contains less than 2/I0 of 1% lead. 5. Comuaercial building, industrial building, multiple residences ~nd similar buildings and installations, a c~dificate of Code Compliance from arcbitect or engineer responsible for thc building. 6. Submit Plar~xing Board Approval of completed sltc plan requirements l~. Fol' exlstlng builrllngs (prior to A. pril 9, t557) ou-co:l£onning ,~es, or b aildi,gs and "pre-existing" landt~ses: 1. Accurate su~,ey oFpropet~y showing nH pt'opc~v tin,es, si feets, bt*ildh~g ~nd unusual natural or topographic featores. ' 2. A properly completed applLcation and c()t~sonL to inspect sil~led by tl~e applicant. 1¢ u CertifiCate of Occupancy denied, the Building h~spcc or shah slate tine rensr:m~ dictator in whting to the applicant C. I. Certificate of Occupancy - New dwelling $25.00, ..Xdd{tim~s ~o dwc g ~2fi Cl ). zXlterations lo dwelling Switmx~ing pool $25.00, Accessory building ~;25 00: Additimm K, accessory building $25.00, Businesses $50 O0 3. Copy of Ce~ificateof Occupancy- ~.25 4. Updated Cat, ii, cate of Occupancy - $50.00 5 Temporary Cen~ficale of Occupancy - ~esxlcntml SJ 500, Commercial g 15.00 New Constm.~tion' __ Old or PJ'e-exlsdng Buildh:g: _ __ __ (el:ack one) House No. S il'eel Suffolk C~unry Tax Map No l 000, Secfion o~3 ~Block 0 o0[ Lot Subdivision ~~ ~ ~% ~ Filed Map. ~ Lcd: Petmi~ No. ~/~ /Y~t~u{eofl~ermil. /~ -.((:~& ...Applicant: Hmlth Dept. Approval-. ~[~b/W ~ ~ Undenvrit~s Approval: Pl~ng ~oard Approval: Request for: T. ' ' ' · emporawCemficate ~ Final Cemfica~e:.. ~ ~ (check F~ Submtted: $ ~0,0 0 Issue Date 7/18/2008 Electrical Inspection Certificate Electrical Inspection Service, Inc. Application Number 375 Dunton Avenue 124136C East Patchogue, New York '11772 (63t) 286-6642 Issued To: Aria & Peter Manos Street: 2000 Sound Ddve Village: Greenpo~ Zip: 11944 Section: 33 Block:01 Lot: 018 Contractor: D. L. To Electric (L) Town: Southold Lic.# 4966-E Was ,~xamined and found to be in compliance with the National Electrical Code. Commercial ! NVDefects ~ Pool ~ lstFIoor X Indoor X Basement ~ HotTub Residential ~ Det, Garage ~(~ Attic =~] 2nd Floor X Outdoor ' Addition ~ Survey Switches Receptacles Fixtures GFI Heaters 63 57 148 10 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps 1/20a 1 20 1 Gas 1 Gas Furnace Oil Gas Circulators Smoke Detector 2 x 8 B/O Meter Amps Phase UG/OH Jacuzzi Television 1 300 1 rx / 1/20a A/C Fans 2 8 Microwaves Bell Transformer 1 CO Detector 3 Bldg. Permit: 32414 Other Equipment 2-150 amp M/B Panels/40' Rope Lighting/12' Track/5-Track Heads/5-20 amp Spec. Circuits/1-Pool bght/1-Raintight 30 amp Subpanel/2-20 amp Pool Spec. Circuits/ il-Pool Control Panel Disc./1-20 amp NC 'Disc./1-30 amp A/C Disc./2-15 amp Air IHandler Disc. Hugo S. Surdi President This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 575 B~oad Hdk:~v Road, Melvie NY 11747 (631) 694-,3040. FAX: (631) 420-5t36 NYSDOH ID# 10478 HARRY GOLDMAN WATER TESTING MAIN ROAD MATTITUCK, NY 1t952 Attn To : 631-298-4640 Federal ID Collected : 5/6/2o08 8:00:00 AM Point No: Received : 5/6/2008 10:2o:00 AM Location: Collected By : JD99 Copy : Original CC Parameter(s) Lead LABORATORY RESULTS Lab No.: 0805533-001A Client ID.: PETER & ARLENE MANOS 2000 SOUND DR, GREENPORT SOURCE (CWL-HWH) Sample Information Type : Solder Origin: Distribution Routine Results Qualifier D,F. Units Limit Method Number Analyzed 0.05 1 % 0.2 SW6010B 05/28/2008 4:41 PM Result(s) reported meet(s) Regulatory Limit(s). Result(s) flagged with ~ Exceed Regulatory Limit(s). Limit noted. D,F. = D[l~flon Factor Date Reported: 5~29~2008 Page 1 of 1 Laboratoly Manager James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hail 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0364C Date: September 29, 2008 THIS CERTIFIES that the reconstruction of the existing house with a second floor addition, covered porch, in-ground pool with drywell, terrace, sanitar,/system and garage with ~utters, leaders and drvwells At 2000 Sound Drive, Greenport, New York Suffolk County Tax Map # 33-1-18 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 03/29/06 pursuant to which Trustees Permit # 6353 Dated 04/19/06 and 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 reconstruction of the existing house with a second floor addition, covered porch, in- ground pool with drvwell, terrace, sanitary system and garage with gutters, leaders and drywells The certificate is issued to PETER & ARLENE MANOS owner of the aforesaid property. Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUII~)ING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 32414 Z Date OCTOBER 6, 2006 Permission is hereby granted to: PETER F & ARLENE K MANOS 200 CENTRAL PARK S #F5 NEW YORK,NY 10019 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING ONLY AS APPLIED FOR PER DEC, TRUSTEES, ZBA AND SCHD at premises located at 2000 SOUND DR GREENPORT County Tax Map No. 473889 Section 033 Block 0001 Lot No. 018 pursuant to application dated SEPTEMBER 25, 2006 and approved by the Building Inspector to expire on ~AnRIL 6,_ Fee S 1,706.40 "~" ii" //>'~'' ~ ' Aut ri ed S gnatur._~ Rev. 5/8/02 ORIGINAL APPEALS BOARD MEMBERS · l~th D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork, net ZONING BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 76~;-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 27, 2006 ZBA File No. 5893 - ARLENE K. and PETER MANOS STREET & LOCALITY: 2000 Sound Drive, Greenpod CTM 33-1-18 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, as submitted, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: This parcel consists of a total land area of 28,884 square feet (size notes area calculations shown on the 1-15-2002 survey inclusive of adjacent bluff and wetland areas). The property is presently vacant, since removal recently of the applicants' two-story, single-family dwelling that existed (former dwelling shown on the 1-15-2002 survey prepared by John C. Ehlers. The property has 100 feet along Sound Drive, a lot depth of 275.87 feet along the westerly side lot line, and 110.06 feet along the high water dine of the Long Island Sound. BASIS OF APPLICATION: Building Inspector Notices of Disapproval dated March 28, 2006, April 11, 2006 and May 22, 2006 under Section 100-239.4(1). Zoning Code Section 100-239.4(1) is cited by the Building Inspector in the denial of a building permit application for the.reason that a new single-family dwelling and new swimming pool are proposed less than 100 feet from the top of the bluff. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on May 25, 2006 and June 22, 2006, 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: Applicants request variances to locate: (a) a new single- family dwelling, after recent demolition of the existing two-story dwelling, and (b) a new swimming pool on the bluff side of the dwelling, both with nonconforming setbacks from the top of the bluff. The applicants submitted three different plans for consideration. The first plan requested a dwelling and swimming pool, proposed partly in the location of the former porch and partly in a new nonconforming area at less than 100 feet from the top of the bluff. Following the May 25, 2006 public hearing, a second plan (amended Plan A by Chorno Associates 6-12-2006) was submitted adding a proposed swimming pool on the bluff side of the proposed dwelling, instead of the easterly side yard location authorized on 6/3/2004 under ZBA No. 5523. This proposed pool location would be only 62 feet (nonconforming) from the top of the bluff instead of 100 feet. Also shown on this amended Plan A is a proposed dwelling P~age 2 - July 27, 2006 ZBA Appl. No. 5893 - A. and P. Manoo CTM 33-1-t8 at Greenport (dimensions 52.5 ft. by 64 ft. by 52.5 ft. by 64 ft.) in a location 40 feet (conforming) from the front lot line at Sound Drive, conforming side yards 15 feet and 10 feet, nonconforming setbacks from the top of the bluff at 62 feet for the pool and 88 feet for the dwelling instead of the code-required 100 feet, Also on June 13, 2006, an additional plan (amended Plan B shown on survey dated 06-12-2006) was submitted, providing an increased setback of only three feet (from 62 feet to 65 feet from the top of the bluff for a swimming pool), instead of the code-required 100 feet, as well as a new dwelling proposed at 92 feet from the top of the bluff (modified from the 88 feet requested in Amended Plan A). LWRP DETERMINATION: The applicants request a new dwelling and accessory swimming pool construction in a new location with a setback at less than the code-required 100 feet minimum from the top of the bluff. A Determination of Inconsistency was issued under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. Grant of alternative, relief in this variance application will substantially increase the setback measured between the new construction and the top of the bluff to a minimum of 80 feet for new construction, and denies the applicants requests for substantial variance relief. The alternative relief granted herein will meet at least 80% of the requirement of Section 100-239.4A of the zoning code, and provides a location for new construction substantially landward of the former dwelling's location. All other setback and lot coverage limitations and requirements of the Zoning Code are proposed to conform to the minimum standards that apply for this parcel containing 28,884 square feet of vacant land area. REASONS FOR BOARD ACTION, DESCRIBED BELOW: Based on the testimony presented, materials submitted and personal inspection, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Zoning code Section 100-239.4A became effective in 1985. The property is currently vacant, although it is noted that there was a large home on the property that existed for many years, before the applicants voluntarily demolished and removed the home. The requested nonconforming setback at 65 feet or closer for a swimming pool in this application is not the minimum necessary, because there is approximately 184 linear feet of land available, measured north to south at the street. The increased setback for a new dwelling and related construction by alternative relief will provide more conformity to the code requirement of 100 ft. minimum setback, requiring a minimum of 80 feet from the top of the bluff. 2. The benefit sought by the applicants cannot be achieved by some method, feasible for the applicants to pursue, other than an area variance. 3. The alternative variance relief granted herein is substantial and constitutes a 20 ft. reduction from the code requirement of 100 feet, or 20% relief. 4. There is no evidence that grant of alternative relief (increasing the setback from the top of the bluff for all construction) will have an adverse effect or impact on physical or environmental conditions. This setback is appropriate in light of other bluff setbacks in the area. As you move from the west of applicant's property toward the east along the L.I. Sound bluff, the lots become more uniform and have · ,Page 2.- July 27, 2006 ~ ZBA Appl. No. 5893 -A. and P. Manos · ' CTM 33-1-18 at Greenport greater depth. The alternative relief also places the new construction on vacant land into more conformity with the code requirement, reducing the amount of setback relief to 20%. 5. Grant of the relief set forth below is the minimum necessary and adequate to enable applicants to enjoy the benefit of a dwelling or swimming pool, while preserving and protecting the character of the neighborhood, and the health, safety, welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Dinizio, and duly carried, to RESOLVED, to DENY the variances applied for, and to ALTERNATIVELY GRANT a variance authorizing new construction (dwelling and related construction) at a minimum of 80 feet from the top of the bluff. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. 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. was duly adopted (5-0). ~)~',%~ (~(~0~, Ruth D. Oliva, Chairwoman 8/o~'/2006 Approved for Filing Examined Approved Disapproved TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ / , 20 Expiration ,20 SEP 2 5 ?-'?G BUILDING PERMIT APPLICATION CHECKLIST PERMIT NO. '~,-~ t{ ] q '~ Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey_ Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS 9-- 200 , a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by th. is 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 cfa 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, ho~using 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 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 (As on the tax roll or latest deed) County Tax Map No. 1000 Section Subdivision et Block ' :,~, ,', ~t Filed Map No. :, . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units / If garage, number of cars Addition Other Work Fee Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions oTexisting structures, ifan~ Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES __ NO__ 13. Will lot be re-graded? YES NO__Will excess fill be removed from premises? YES NO__ 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * 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. NO 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~ ~{.)/lr~ bt'c- C f?70 ~ being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (s)}te is the ~ ,~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 tree 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 ~_-Q. ,~_ day of ~t_¢J&r~.{:l,t// 20 ~k,o Notary Public ~ C4111,.illion ~xpires January 30;C::~:~.~,~ ~ Signature of Applicant ~Z'06 10:~4^M FRO~RAtNBOW MEDIA Z1Z T'851 P.OOZ/OOZ F-155 New York State Department of Envir,Snmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 ~ .3 ]- ,;&-.~', Phone: (631) 444-0365 · FAX: (631)444-0360 ,/<;:.~ ~.~ Webslte: www.dec,$tate,ny, us LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT EHfl M, Crolty Comm~ssl0~er Peter Manos 200 Central Park South Apt 5G NeTM York, NY 10019 June 28, 2004 Re: Manos Property, 2000 Sound Drive, Greenport SCTM # 1000-33-1-18 Application #1-4738-03367/00001 Dear Mr. Manos: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that the property landward of the 46' elevation contour (that generally runs across the top of the bluff) as shown .on the survey by John C. Ehlers, dated 1/15/02, is beyond Article 25 (Tidal Wetlands Act)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required, Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated-above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surfaco, or vegetation within Tidal Wetiands jurisdiction which may result from your project. Such precautions may include .maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction ama) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from othe,[ agencies or local mun c palifies. cc: MHP G. Stran§, Architect File Sincerely, Mark C. Carrara Deputy Penmit Administrator BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6353 DATE: April 19, 2006 ISSUED TO: PETER & ARLENE MANOS PROPERTY ADDRESS: 2000 SOUND DR.~ GREENPORT SCTM#33-1-18 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 19, 2006, and in consideration of application fee in the sum of $250.00 paid by Peter & Arlene Manos, and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to reconstruct the existing house within the existing footprint with a second-floor addition, covered porch, in-ground swimming pool, terrace, system, and garage, with the condition drywells and gutters are installed to contain the' roof run-off and pool backwash, a line of staked hay bales is installed prior to construction, a limit of disturbance, and a 10' non-turf buffer, and all as depicted on the plan prepared by Angel B. Chorno last dated August 6, 2006. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. N OF S~NG DEPT. INSPECTION [ ] FOUNDATION 1ST [] ROUGH PLBG. [[]]~ORAUM~ND~IsOTNjpNpiDNG [[ ~TION [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [] FIRE RESISTANT PENETRATION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] IN. ON [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESI,~NT CONS~UCTION/~ ,~/r~-~) ~ ~-& [~,~FIRE~/~.__RESISTANT~,~ ~' --PENEI'RATI~~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARKS~, ~,~/~'~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [,~J~INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~t--'~ ~.~ 1 DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~ [ ] FINAL ~[~4~IREPLACE & CHIMNEY~ [ ] FIRE SAFETY INSPECTION REMARKS: INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] RRE ~ CONSTRUCTION [ ]FIRE RESISTANT PENETRATION REMARK~ .'~___ ' -- ~ /~"~ q~.,.,,....~., ,"'~-~'r'~-,,.. .. _ d~oo~r-~' / DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. ]~JN~ATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ] INSULATION ] FINAL ] FIFIE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATEff/~/O1 INSPECTOR/~ ~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] F~OUNDATION~2,1~.~ [ ]INSULATION [~/]FRAMING~T~~ [ ]FINAL [ ] FIREPLACE &--CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,/ iNSPECTION ['/]/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS ...................................... FOUNDATION (2ND) ~DITION~ CO~ENTS Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Manos Residence Report Date: 10/06106 Data filename: Untitled.rck Energy Code: New York State Energy Conservation Conetrucflon Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 27% Heating Degree Days: 5750 Construction Site: Owner/Agent: 2000 Sound Dr~ve Southold, NY 11971 Designer/Contractor: Ceiling 1: Fiat Ceiling or Scissor Truss: Wall t; Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: Ali-Wood Joistrrruss:Over Unconditioned Space: 3850 30.0 0.0 135 2170 19.0 0.0 95 285 0.320 91 298 0.310 92 1997 30.0 0.0 66 The proposed building represented in this document is consistent with the building plans, spec~cations, 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 judgment, such plans or specifications are in compliance with this Code. Manse Residence Page 1 of 4 REScheck Software Version 3.7.3 Inspection Checklist Date: 10106/06 Ceilings: ~1 Ceiling 1: Fiat Ceiling or Scissor Trues, R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16' D.C., R-19.0 cavity insulation Comments: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break? Yes __ No [] Door 1: Glass, U-factor: 0.310 Comments: Fl~em: [] Floor 1: Ali-Wood Joist/Truss: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 lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulatinn. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented fTamed ceilings, wails, 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 instel~ed heating and cooling equipment and service water heating equipment must be provided. [] Insulation R-values and glazing U-factors must be clearh/marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building must be insulated to [] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Refam ducts in unconditioned spaces (except basements) must be insulated to R- [] Refam ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on refam ducts in basements. Duct Construction; [] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastJce must be rated UL 181A or UL 181B. Manos Residence Page 2 of 4 Exception: Continuously welded and IockJng-typa 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. Temperature Controls: [] 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 instailed with tight t-~ting non-combustible fireplace doors. F~ Fireplaces must be provideq with a source of combustion air, es required by the Fireplace construction provisions of the Building Code of New ¥o~ State, the Resldentfal Code of New York State or the New York City Building C~de, as applicable. Sewica Water Heating: [] Water heaters with verl]cel pipe dsers must have a heat trap on beth the intet and outlet unless the water heater has an integral heat trap or is part of a circuteting system. [] Insulate cimulatlng hot water pipes to the levels in Table 1. Circulating Hot Water Systems: Ct Insulate circulating hot water pipes to the leve~ in Table 1. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover un,ess over 20% of the heating energy is from non-depleleble sources. Pool pumps require a time clock. Heating and Co~#ng Piping Insulation: I-1 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Mance Residence Page 3 of 4 Table t: Minimum Insulation Thickness for Circulating Hot Water Pipes insulation Thickn~ in Inche~ by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runoute Heated Water Temperature (°F) Up to 1" Up to 1.25' 1.5" to 2.0" Over 2' 170-180 0.5 1,0 1.5 2,0 140-169 0.5 0,5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp, Piping] System Types Range(°F) Insulation Thicknm in Inchea by Pipe Size~ 2' Runonts 1' and Less 1.25" to 2.0" 2.5' to 4' Heating Systems Low Pressure/Temperature 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 SyMems Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0 Bdne Below 40 1,0 1.0 1,5 1.5 NOTES TO FIELD: (Building Department Use Only) Manos Residence Page 4 of 4 BROBERT O'BRIEN RE. CONSULTING ENGINEERING SERVICES 2074 MAIN ROAD, P.O. BOX 456, LAUREL, NY 11948 631-298-5252 November 27, 2006 Southold Town Building Department P. O. Box 1179 Southold, New York 11971 Manos Residence 2000 Sound Drive Greenport, New York 11944 Gentlemen: On November 27, 2006, an inspection was made of the damp-proofing on the concrete foundation walls for the above-captioned residence, which is presently under construction. To the'best of my knowledge, belief and professional judgment, the work has been performed in conformance with Section R406.1 of the New York State Resi- dential Code. Very truly yours, OF SOUTHOLD PROPERTY RECORD CARD - KK~OI~D CARD · ,/~., · F(~J~EP, OWNER~--- ' ~ ~ND ~ -' FARM CO~. CB. MICS. Mkt. Value ' IMp. TOTAL DATE R~RKs AGE ~EW ARM lable odland ~dowla~cl ~se Plot BUILDING CONDITION NOR/~L BELOw ABOVE Acre Value Per Acre Value FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHF_.~D DOCK cOLoR /)., TRIM Bldg. en~ion :ension ~ension rch ~rch eezeway ~rage ~tio ,tal Foundation ~osement IExt. Walls IFire Place ioof reation Room Freer :loots qterior Finish Heat Rooms 1st Floor Rooms 2nd Floor Dinette DR. I SUt~VI='r' OF LOT 120 HAP OF "SECTION FOUR, EASTERN SHORES" FILED MAROH -/, 1~166 FILE No. 4586 SITUATE: 6P~ENPORT TOP, IN.. ExDUTHOLD E:,UFFOLK COUNT'Y, NY SURVEYED 01-15-02 poop. pool 0"P-06-02, 06-04-02 06-12-2006, REVISED Oq-2B-2006 AP-3_ENE HANDS ~ PE~R HAN05 N NOTES= · MONUMENT FOUND AI;;~EA = 26,864 5F OR 0.66 ACRE5 TO AVERA®E HI®H PtATER MARK HOUSE A~A = 2,qO0 CEHL ANNOTATED PROM NY5 DEC COASTAL EROSION HAZARD AREA HAP, TO~N OF ~UTHOL~, ~FFOLK PHOTO No. 5~-DqD-6~ SHEET I~ OF 4q FLOOD ZONE LINE AS ANNOTATEP F~OM FI~H MAP NUMBER ~810~6015~ ¢ DA~D MAY 4, Iqq8 ELAVATONS SHO~N ~PERENCE NOVD'2q ~APHIC ~CALE I"= ~0' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.C:~Documents and Set6ngs~Administrator~Desktop\~ SUP-.VE'r' OF LOT 120 MAP OF "SECTION F:OUP-., EASTERN SHOP-.ES" FILED MARCH -/, Iq66 FILE No. 4586 SITUATE: 6REENPORT TOINN: ~OUTHOLD SUFFOLK COUNTh', NY ~R.X/EYED 01-1~-0~ pro~. pool 02-06-02, 06-04-02 06-12-2006, REVISED 0'4-23-2006 .SUFFOLK COUNTT' TAX # IOOO-~,B-1-18 CERTIFIED TO: AR!_ENE HANDS PETER MANOS NOTES: · MONUMENT FOUN[D AREA = 28,884 SF OR 0.66 ACRES TO A'CERA®E HI®H HATER MARK H~SE AREA = 2,qO0 S.F. CEHL ANNOTATED FROM NYS DEC COASTAL EROSION HAZA~ AREA HAP, TO~N OF ~UTHOLO, SUFFOLK COUNt, NE~ YORK PHOTO NO. 5~-5q5-~ SHEET I~ OF FLOOD ZONE LINE AS ANNOTATED F~OH FIRH MAP ~lO~COIDq ~ DATED MAT 4, Iqq8 ELAVATONS SHOHN REFERENCE N~VD'2q GRAPHIO SCALE I"= JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver\pros\02\02-105A.pro SURYE'f' OF LOT 120 HAP OF "SECTION FOUR, EASTERN FILEP I,'IAF~,H -/, Iq66 FILE No. 4,586 .51TUATE= 6REENPORT TOINN.' .e. OUTI-IOLD SUFFOLK COUNT'd, N'~ .~RVEYED O1-15-O2 prop. p. ool 02-06-02 06-04-02 06- 2-2006, REVISED 0q-2~-2006 FINAL ~A.IRVE¥ 02-16-2008 SUFFOLK ~UN~ T~ ~ I000-~-I-I~ ~FFOLK GOUN~ ~PT. OE ~ SERVICES ~F. ~ ~10 05 01~2 CERTIFIED TO, ARLENE HAN05 PETER PIANOS N NOTES~ · HONUHENT FOUND ARIEA = 28~84 ~ OR 0.66 AC, t:;~ TO A~E HI6H ~R HARK H~ A~A = 2,q~ 5.F. CEHL ANNOTA~D F~H ~ PEG COAST~ ~OSION HAZA~ A~A MAP, TOMN OF P~TO No. 5~-~5-~ ~EET FLOOD ZO~ LINE A~ ANNOTA~g F~ FIRH HAP N~R 5~10~0015~ 6 DA~O HAY 4, ELAVATON~ ~HO~ ~PHIO SCALE I"= JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver~pros\02\02-105 final field.pro PROPOSED SANITARY SYSTEM ELEVATIONS First Floor Elevation [ 4~.00 Existing Grade , 46.50 Soil Line at Building 43.26 Fin G~ade at S, T. 45.50 Top of 8. T. 44.1 $.T, inlet 43,0~ S.T. Outlet 42.60 BoRom of S.T. 38.t Fin Grade et L,P. L. P. Inlet 42.40 Bottom of L.P. 30.00 Ground Water 00,70 LEGEND "S.T." - Septic Tank "L.P." Leaching Pool NOTE: EXISTING DWELLING IS 4 BEDROOMS~ 2 BATH PROPOSED DWELLING IS 4 BEDROOMS, 4 BATHS AREA IS SERVED WITH PUBLIC WATER BY-SCWA. NO PRIVATE WELLS KNOWN TO EXIST WITHIN 150' OF SUBJECT PROPERTY. MADE BY McDONALD GEOSCIENCE DATED AUGUST 5, 2005 TYPICAL RECTANGULAR SEPTIC TANF," TYPIC-AL LEACHING POOL LEACHING SECTIONS SITE SITE AREA TAX MAP # FILED MAP DATA ZONING FLOOD ZONE WATER SUPPLY ' USE EXISTING PROPOSED BUILDING AREA EXISTING dwell/rig decks/stairs . PROPOSED building addition garage addition roofed walk pool addition garage deletion TOTAL OATA 0.66 ACRES - 28,884 SQ. FT. 1000 -33 -01% 18 MAP OF SECTION FOUR EASTERN S~ORES FILED MARCH 7, 1966 AS # 4586 GRE*ENPORT, TOWN.OF SOUTHOLD SUFFOLK COUNTY, NEW YORK R - 40/RESIDENTIAL "VE'(eL 15) and "X" SUFFOLK COUNTY WATER AUTHORITY S NGLE FAMI'LY DWELLING SINGLE FAMILY [~WELLING 1,954 SO, FT. 600 ~., FT. 2,654'SQ. FT. 648 SQ. FT. 576 SQ. FT. 350 SQ. FT. 512 SQ. FT. 2,086 SQ. FT. ' - 288 SQ. FT. * 1,:798 SO. FT. 4,352 SQ. FT. LOT COVERAGE TOTAL EXISTING 8.80% PROPOSED 15.07% OWNER corn foflnofl~ with d~aflm~t ~ S~mlt PETER & ARLENE MANES 200 CENTRAL PARK SOUTH Apt. 5G NEW YORK, NY 10019 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICER PERMIT FOR APPROVAk OF CONSTRUCTION - I architect I F RMATION TAKEN FROM - I A SURVEY · ., ' ' SUR~YOR, ~VERHEAD, NY, DATED. JANUARY 15, 2002 ~LUWm-"'.~--'" """"'~-, APPROVED AS NOTED ALL PLUMBING w~TEDATE: ,o/~.J~.B.p.# & WATER LINES NEED TESTING BEFORE GoVERING FEE:% I'~O~ NOTIFY BUILDING DEPARTMENT AT 765-1802 8~ TO 4PM FOR THE FOLLOWING INSPECTIONS: ,I Cm ~ 'mANCY OR 1. FoRFOUNDATION'PoURED CONCRETETWO REQUIRED UNLAWFUL ~. ROUGH-FRAMING & PLUMBING IFICATI~ INSUL^T,ON '~OUT CERT F,N~L - CONSTRUCTION MUST BE COMPLETE FOR 0.0 2CCUPANCY ,L~ CONSTRUCTION SHALL ME~ THE REQUIRE.ENT8 OF THE CODES OF NEW YORK STATE, NOT RESPONSmBLE FOR DESIGN OR CONSTRUCTION ERRORS. UNDERWR~RS C~FI~ COMPLY WITH ALL CODES OF RE~, NEW YORK STATE & TOWN CODEs AS REQUIRED AND CONDITIONS OF ~hq/~ SOU~OLD TOWN TRUSTEES PLUMBER CERTIRCA T/ON ON LEAD CONTENT BEFORE CERTIFICATE~GUPANCY SOLDER USED IN WA ~R SUPPLY SYSTEM CA~T EXCEED~IO~I~L~D. ' ALL CONSTRUCTION SHALL t MEET THE REQUIREMENTS OF THE CODES OF NEWYORKSTATE. EM III : ZO ~ ~ ~UTHOLD TO~ ~DE. ~ N CERTIFICAT~ ~ ,m ~ REQUI~. Lot Area: 28,884 sf - 0.66 acres Dwelling: 1"' Floor = 2080 sf 2"~ Floor = 1770 sf Total = 3850sf Plus Garage = 500sf Basement = 1997 sf Terrace = 280 sf A-1 ,/ //Lo /?'- h! 17 t 7/~ :~ ] [ WINDOW SCHEDULE Marvin Stormplus Impact - U= 0.32 Insulating glass - Io~ E II - argon A CCM 2848 - Egress B CCM 2824 C CCM 2424 D CCM 3648 E CCM 3624 F CCM 6060 CCM 6024 H CCM 2860 J CCM 2436 K CCM 2836 L CCM 2856 M CFCIR 5150 DOORS Clad Ultimate Inswing French Doors - U= 0.31 Ins. glass - Iow Ell - argon Io '-<. ' "/ N 5065 (double) + 2W CCM 2824 P 2665 (single) ~o,~oo,~ Az'/ .3Lo" II /v'°Z .[ ,! //£o 17-/ A-2 ~.d_VZ'"/ F~ I'I '12 !nl 7' y ?/czl L ,s / 7-~ ?LA/'4 ~,~CZ3L6 : //z~ ~.0~ A-$ V -./ I I i# I A-4 ../' if Ii ~qc~ L ~ - A-5 GENERAL CFINSTRLJCTIFIN NBT k S CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA THESE C/]NSTRUCTZDN IX]CUHENTS H~VE W~EN ~ES~IE11 Ti] HE~T THE 14ZN~HUH L~VE LDA]] CRITER3A B~LDV, I~FER TD SECT, R301,4 / R301.5 DIr I~Y.S. I~S~]]~NTZAL CDI~TRUCT]I~ cm]E I~ LI'~ LOAD U~E LIYE U]AD ~ RI]OHS 40 PSF- /)ECK~ / ~.~S 40 PSF (EXCEPT SLEEPING RODI~ ~ ib~ IN SLLLI"U~I~ ~]DI~ 3(] PSF 5AURDR~LS &H~N~RMLS ~ny dil~c'Uon C£]I.ING (NG ~iLKAGE.) 10 ~ LX i I:J(1Ul( ]~/~..I..~L~. 60 ~ KLU' ~5 PSF Slav LD SST1) 10-99 Stsnd~cl Fo~ Hurricane Reslstont C~struc~dofl $~uctu~es GENERAL CONSTRUCTION NBTESI 1. The inFo~etlc~ off this set o~ construction docunents Is reloted to 1OGSiC in~ent Grid Froning detoKs. They Are intended os A construction old, not · subs~dtute for 0enerGIly occepted Good building practice ond conlMIGnce with cur~ent New York Stole bu#dlng codes. The Generol Con~wocto~ Ss respoflsllMe Fo~ p~ovldlno s~xncIGrd construction detoKs ond procedures ~o ensure G pPoFessloflGlly Finished, structurally sound ond weAtherprooF coflpieted pr~x~ct. 8. The Generol Coflt~octo~ is respoflsilMe For ensuring ~l~zt AIL work And consta-uc~ion neats current Federol, stoles county ond Iocol codes, or--es GnCI reGu~otions, e~c. These codes Are ~o be considered os port oF the speclFIcA~Jons For this bultdlr~ And should be ~clhered to even IF they ~re in voriance with the plan. :3. ~lnenslofls shall take i:x-ecedent over scale drAMnGs (do not scale d~GwinGs). 4. The designer has not been enGAGed For cofls%¥uctlo~ supervision ond ossu~es no respo~sllMUty For construction coordinating with these plans, nor responsIblUty For co~st~uc~dxx~ neons, nethods. ~echnlciues. sequences, or p~oceduPes, or For safety p~ecAu~J~fls And IX*SIp'Aris in c~nectto~ with the specific use expressed o~ inpUed in the use oF these i~Ans. S. ReFe~ to FIocx- ~Ans, exterior elevations, And wkYIow & exterior door schedule For types And sizes OF Mrdows And ex~erisr doors. 6General Con,Actor is to ensLre that ~Gsonry And Fk-ep4Ace construction neats or exceeds ALL nGnufActu~ers specWIcAtlons And ~ppUcsiMe codes. 7. General Con,Actor to consult And con,dinGle such As bookcases, she(vino, pantry, closets, trin, ~ VInd Iood requl~ed cennectlons shall be taken Into ACCOUnt du~inG cofls~uctlo~ The wind p~o~ec~Jon POGe should be revissed p~kx- to GENERAL FOUNDATION NOTES 4. ~Ay new concret~ walls bain0 Attached to existing (1~ Any) co~cr~te ~ru~L~ tO be in,tailed M~h (14 re-bar, 18' Loft0 · 18' ~ Use N~x~oved epoxy For InStAllAtIon ~ UlMeSS otherwise noted, ALL in~el-k~' slabs o~ g~Gde to be ~00 psLcoflcrete Exterkx- slhbs O~ GrAde to be 3SOCI psi concrete sm~l or ~Gvei FIlL wIth &x& wire nesh reinForcinG Inferior slc~)s to be ~Aced off & ndL polyethylene v~por 10Grrisr. Foundation SLob to be A nlnlnun oF 3-1/8' thick. ~ Provide c~Gwl space Mth one 8x1~ cast Iron FoundAtion vent For every 150 squoa-e 7. P~ovlde ~dninun 18'x~4' Access openlr~ to cram slxxce Area. ~ _~o~.ooF exterior oF Foundation ~ bltunlnQus coGtinG As per section R4Q6 o~ MY~. code. A 6-hi poiyethytene Fin sh~ll be AF~led over ~he below GrGde portion oF ex~er4o~ Found~tlofl walls p~lo~ to IoGckFRLinG g. Z~oinoGe to be provided AS per sectlofl R~O5 oF FLY.S. residential code ' ROOF FRAMINGm 1~ RM-i~R 8 - MI ClZl4B~ EkW /ALL FRAMING, TIP PI.41I: 11] - ~d C~4( M rl~l FLOOR FRAMING, GENERAL FRAMING NOTES 1. Unless Otherwise noted, ALL FrAflk'q) neteriaL to be #2*BTR. ~"JG Fl~, 8. Floors, rails, cel~s And rAF~cet's 'to be 16' nc. un, ess otherMse no~e~ Provide flPe-b(ocldnG where AppUcGble, 3. Unless othm-Mse noted, ALL beor~G eAll headers to be ~dru 8-p(y 8Xl0~Gted Lunber. A(l headers to hove Aclequcte beAMnG off each end on As speclFiseL 4. All Flush beG~s /heGders to be installed with heGvy duty 0Glvonlzed hon0ers. Provide GAIvArllzed HGn0ers And Anchors where opp~k:Ab~e to All Joists Coflnec~ed to beans 5. Z]QulMI up ~toor .Joist under walls that run pc~Allel to Floor ,joist And under bothl~d0s. Floo~s Oettlr~ ceronlc ~Je shall be verified For Load cotxzclty. &. P~ovlde IMockin0 / 10HdGIn0 in Floor ,Jols~cs · 8' D.C.. Use so~ld IMockln0 in FLoc~ ~o4sts ur, der ALL beaten0 walls. 7. Provide ins~.Atlon baFFles czt eGve vents between rAF~er~ ZnstALl dr~Ft k~ocklr~ 8. Uti(ess oYne~wlse noted, Roof Grid WAUs to have · ~ 4-p~y 1/8' Fisn~DIIIrS. exterlo~ ~eG~ ~G~ ~yG~ PI~ to cover ~er ~Gtes o~ ~G~S. ~o ~ w/ ~ G~e~e G~ s~d to ~ ~s~s f~ ~ ~, F~s~d fl~ ~O M ~s~llH over GS ~r M~FGc~ers ~c~. II. ~l ~s M~ G ~ oF less ~ 4.]~ ~GII or G~V~ WI. ROOF SHEATHING, CEILING SHEATHING, TABLE 3.8 ROOF SHEATHING REQUIREMENTS FOR VINO LOADS, I~Jw~) !! F1]R PNIE~ M~LI: E:N~#LL RNE Mill IMI~ /llUSS N w I 4~t~. Id vJnnun I 4'nr ~ ~m~ ~,,~ NOTES THESE NI]TE~: AEE ONLY TO ~E I~t~""~"~"~TII]NE~I IN ~X.II.E: NI]TE(: DNLY. ALL SHEATHING, 1). F(x~ ~oo~ SheAthlnQ within 4 Feet ch~ l~e per,hater ecl~e o~ Yrw roof. includino 4 Ceet m'~ each ~he 4 F~t pErine'l~ edge zone Attochnents requined sl~Gtl be useG~ oF the ~oof pe~ k, Fo~ Fr'~in~ nef~4~s ~ (&4eCGC0.49, YAe noJ spGck~ s~ALL be ~educed to & inches o~ 3:). TAbu[GM 4 inch c~c. ~NT~D ZN ~E roTES ~Y. D. ~lt~ .e~e,,~, ~,e ~sed ~ WGU S~*~ NOTES m ~led 6' m-c~ter Gt t~ ~ML e~. I? wall ~ ~s ~Xed ~' ~-cen~er ~ the ~L ed~ to ~ ~er T~S~ ~T~S 8), V~n wGLL sheot~ Is c~s over c~c~ ~. TG~ to ~ re~ed ~ol - 1~ ~ ~r Foot. GENERAL DECK & PORCH NOTES 1. Unless otherwise noted, ALI FRAUD i,l~ter~.l to be I1 ACG peessu~re 8. Girders Fo~ Floor Joists to be nin. 8-ply ~xl0 MMeSS otherwise Girders sl~Gll be eisner bo[ted to posts w/ 1/~' ck. 8ALv. bo(ts or Anchored onto concrete pier. ~ Jo4sts to have b4.ockino e 8' D,C, 4. ~l LedGers AttAched to house to have A f'~Ashlno 10orrle~, lopic~r~ behind the sidinG, between the house And (ed0er. Led0er shall be bc4~ed to bu#din0 ~th 1/8' dia. G~lvArdzed bc~ts. .I. All Foo~ For posts And piers to be 4' be[ow 0~Ade. F~ere shall extend A nlrdnun oF 6' shove ~de. Ail frAfllnG ~iGterM. L to hAve Appropriate g~lvAnlZed hGn~ers And GENERAL PLUMBING NOTES L All water supp(y, drAinAGle Grid ventlr~ to be As per Residential Construction Code 8, VeriFy septic systen Mth EnGineer For SuFFolk County He~VGh Geportnent Approval. 3. IF ~Kdl studs, I~Ates or .Joists o~e cut out du~ln0 instAUAt, kN'l For ony ~unl0ing related wo~k, provide Adequate ID~ACinO And plates to protect And secure the structure. VeriFy with ~he state code And ~GnuFActurers recmmend~tlon FoP I~xinu~ hole size And GENERAL HVAC SYSTEM NOTES 1. IMChAIM(::AI subcontractor Is resp(~silMe For Adherin0 to ALL N~J. IcAk~e codes Grid safety require~ent~ P. HV~C subcofltrAc~ is to Fi, J. ly coordinate ALL system dG~G And requk'enents with the equipment suppUer. 3. HV~ subcontractor to provide Final systen layout drAwln0 And SUblet It to Ger~r~zl Contract(x% o~ner And equllxqent supp~isr For FIr~l revise And Approval. GENERAL ELECTRICAL NOTES 1. Ail 14ec'c~lcat to be As per MY,S, Residential Constm~ctlon Code, 8. Ail elect~cAI ~M'k sE~zlL be undereriters Approved. 3. Snoke detocto~s to be located %h~OUGhout As per Sec'don R317 oF ~LY,& ReMdential Co~tstructlon Code, Prove · nininum oF I Carb(m A-6 P_). Tcd0Moted lp Inch ~ nol spocin0 Assunes sheAthi~G Attached to rafter / t~uss RIDGE STRAPPING FOR lO' D.C. RAFTERS i RDDF ROOF CONNECTION PITCH SPAN CAPACITY PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOrlD FRAME CONSTRUCTION WITH ALL MEMBERS AT 16' O,C, UNLESS OTHERWISE NOTED, RIDGE STRAPPING ROOF HEADER UPLIF1 LATERAL SPAN SPAN lbs, tbs, 8' 469 254 4' 939 504 6' 1408 762 20' 8' 1878 1016 10' 2347 1270 12' 2817 1524 14' 3286 1778 16' 3756 203;= 2' 620 254 4' 1239 504 6' 1859 762 28' 8' 2479 1016 10' 3O98 1270 12' 3718 1524 14' 4338 1778 16' 4958 2032 2' 770 254 4' 1540 504 6' 2310 762 36' 8' 3081 1016 10' 3851 1270 12' 4621 1524 14' 5391 1778 16' 6161 2032 12' 644 - .- 16' 858 ~ml~ ~0' 1073 24' 1287 12' 508 RAFTER-TO-WALL 16' 678 TY-DDWN C~NS T~]E . .~ 20' 847 '~,z" 84' 1017 28' 1186 32' 1357 RAKE OVERHANG OUTLOOK 12' 392 CONNECTIONS 16' 5~3 RAFTER ...... eO' 653 SPAN 5~12 ~4' 783 ~8' 915 12' DC' 361 3~' 1045 16' DC 481- 36' 1176 1~' 351 HOLDDOVNS WHERE REQUIRE9 16' 468 UPLIFT CONNECTIDNS FDR~ RAFTER-TO WALL, ~0' 585 WALL-TO-WALL AN9 WALL-TO-FOUNDATION 6d2 ~4' 70~ VALL-TD-VALL RDDF J CONNECTION m mN ed NAILS ..... CONNECTIONS' ~ I I w I Iao' I cae I I 7' al ao' II I7ac I I I - I a4'l~ I I la'mi eo' I 7e~ I e8' J8e~ Lbs, I 7 I I 3a'l e7o Iaa' I 9a7 Lbs. [ 8 / 770 Lb,. / 7 Im' D.C. HDL~DVNS WHERE REQUIRE~ HEA~[R GIRDER CONNECTIONS, VACC-TD-;DUN~ATIDN CDNN;CTIDNS FOR TYPE I AND TYPE II SHEAR ~ALLS tR ~ m ~- PAN[L [~[ N~XLINO> SmAPmNG VALL H~L~ TYPICAL HEIGHT CAPACI' 8' 3: N.T.S. i 9' 38 10' VINDDV SILLPLATE CONNECTIONS RAFTER SPAN UPLIF1 12' DC 361 16' DC 481 WALL HDLDDDWN HEIGHT CAPACITY (lbs.) 8' 3375 9' 3800 10' 4225 HEADER UPLIF1 SPAN Lbs. 2' 254 4' 504 6' 762 8' 1016 10' 1270 12' 1524 14' 1778 16' 2032 MIN. NAIL SPACING FDA ROOF SHEATHING w/ ROOF RAFTERS e 16' DC LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIME-I~K EDGE ZONE 6' D,C, 6° D,C. INTERIOR ZONE 6' O,C, 12' D,C. GABLE END WALL RAKE & RAKE TRUSSI 4' D.C, 4' B.C, _l I I I .I I I I. J J J HOLDDRWN ANCHORS HOLDDDWN ANCHORS TYPICAL SHEAR WALL ASSEMBLY N.T,S, MIN, NAIL SPACING FOR WALL SHEATHING ATTACHMENTS LOCATION NAIL SPACING AT NAIL SPACING AT INTERMEDIATE PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 6' 0.C. 12' O.C, INTERib~ ZONE 6' D,C, 12' D,C, USE THE FDLLDWING USP BRAND DR APPROVED EQUAL METAL CDNNECTDRS TO MEET THE MINIMUM UPLIFT GENERAL WIND PROTECTION CDNNECTIDN NOTES ~>, 199~ S~ HIGH VIN~ ~ITI~ V~D FRAME CONST~TIDN b). SST~ ?~ 99 STANBAR~ ~DR H~RRICAN[ RESISTANT RESI~[NTIAL CONSTRUCTION c), ASCE 7 02 (REVISED FROM 7 98) MINIMUM DESIGN LOADS FOR BUILDINGS AND m OTHER STRUCTURES THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TD ABOVE MANUALS FOR ' WIND PROTECTION FDA PROPER INSTALLATION. ALL OTHER CONSTRUCTION SHALL DE IN ACCORDANCE WITH ~ YORK STATE RESIDENTIAL CONSTRUCTION CODE, 1). R?GE TO RAFTER ASSEMDLYm t-1/4 x 20 GAUGE METAL STRAP SHALL DE ATTACHED TD EACH PAIR DF RAFTERS, WHEN A COLLAR TIE IS U~ED IN LEU DF A RIDGE STRAP. THE NUMBER DF 1Od CBNHDN NAILS REQUIRE9 IN EACH END DF THE COLLAR TIE NEED NOT EXCEED THE TABULATE9 NUMBER DF 8d IN THE STEEL STRAP. ~), RAFTER TD WALL ASSEMBLY, LATERAL FRAMING AND SHEAR CONNECTIONS FDA RAFTER, CEILING JOISTS DR TRUSS TD TOP PLATE SHALL DE IN ACCORDANCE TD CHART INCLUDED, USE 4-8d CDNNDN NAIL~ PER RAFTER A~D / OR CEILING JDI~T TD TOP PLATE CONNECTION AT WALL HEIGHTS ~ TD 10 AND AT RAFTER / CEILING JOISTS SPACING ~ 16' D.C. FDA AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION, WHEN RAFTER DR TRUSSES DD NOT FALL IN LINE WITH STUDS BELOW, RAFTERS DR TRUSSES SHALL DE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL DE ATTACHED TD THE WALL STUD WITH UPLIFT CONNECTIONS. 3), WALL ASSEHDLY TD WALL ASSEHBLY~ WALL STUDS A~DVE AND STUDS ~ELD~ SHALL BE ATTACHED WITH UPLIFT CONNECTORS. WHEN WALL STUDS ABOVE BO NOT FALL IN LINE WITH STUDS DELDV, THE ~TUDS SHALL BE ATTACHED TD A CDNNDN HEMMER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS, 4), WALL ASSEHDLY TD FOUNDATION, FIRST FLOOR WALL STUDS SHALL ~E CONNECTED TD THE FOUNDATION, SILL PLATE, DR BOTTOM PLATE WITH UPLIFT CONNECTORS, STEEL STRAPS SHALL HAVE A MINIMUM ENDEDNENT DF 7 INCHE~ IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN HASDNRY 9LOCK FOUNDATIONS, DR ~E LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE ~ITH TABLE 3.3~ DF SBC 1995 HIGH VINO EDITION ~DDB FRAME CONSTRUCTION HANUAL, WHEN THE STEEL STRAP IS LAPPED UNDER THE BDTTDH PLATE, 3-INCH SQUARE WASHERS SHALL DE USE9 IN THE ANCHOR BOLTS AND THE ANCHOR DOLT SPACING SHALL m~~' NOT EXCEED 72' D.C, FDA BUILDINGS WITH SLAB-ON-GRADE SHALL HAVE ANCHOR DOLTS_AT A NAXIHUH DF 3~ O,C, STEEL STRAPS ~ ~. ~ EHDEDDE9 IN ~ IN CONTACT WITH SLA~-DN GRADE DR MASONRY BLOCK FOUNDATIONS SHALL ~E HOT DIPPED GALVANIZED COATED. 5). HDLDDDVNm HDLDDDVN SHALL DE PROVIDED AS SPECIFIED IN THE SHEARVALL REQUIREMENTS DF TABLES 3,5A-~ FOR WALL TYPE I DR TABLE 3.16 FDA WALL TYPE II ~ELECTED IN ACCORDANCE ~ITH 3,4.4,2 FROM THE SDC 1995 HIGH VINO EDITION PATH FROH THE HDLDDDVN TD THE FOUNDATION SHALL DE HAINTAINED, WHERE A HDLDDDVN RESISTS THE OVERTURNING LOAD FRDH THE STORY DR STORIES ABOVE, THE HDLDDDVN SHALL BE SIZED FDA THE REQUIRED HDLDDDVN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REQUIRED HDLDDDVN TENSION CAPACITY DF THE STORY DR STORIES A~DVE, 6), CONNECTIONS AROUND WALL OPENINGS, HEADER AND / DR GIRDER CONNECTION SHALL 7), WINDOW :SILL PLATESl 8E ATTACHED WITH UPLIFT CONNECTIONS. WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, 2x4 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TD 6'0, 2x6 WALL SILL PLATE (FLAT)I 1-PLY FDA OPENINGS UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9 7), CATHEDRAL CEILINOSl WHERE RIDGE IS TD BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED AND ANCHORED DN TOP OF THE BEAM OR SLOPE CONNECTORS SHALL 82 ATTACHED TD EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING, CONNECTIONS TO THE RIDGE AND WALL SHALL DE THE SAME AS ABOVE REQUIREMENTS, 8), A MINIMUM DF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL. USE (2) JACK STUBS ON EACH SIDE DF ALL WALL OPENINGS REQUIRING A HEADER UNLESS OTHERWISE NOTED. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. REQUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO CATALOGUE MINIMUM NUMBER DESCRIPTION LnAB CAPACITY FASTNERS ADS5 HDLBDDWN ANCHOR 4000 tbs, BOLT TO VERTICAL MEMBERi (2) 3/4x3-1/2 BOL DOLT TO SILL, (1) 3/4x5-1/4 ANCHOR DOLTS TDX6 HOLBDOWN ANCHOR 5100 Lbs, DOLT TO VERTICAL MEMBERi (2) 7/8x3-1/2 BDL DOLT TD SILL~ 7/8x6-1/8 ANCHOR BOLTS KHST2 STRAP TIE 4820 ihs, (6) 5/8' DIA, BOLTS KHST3 STRAP TIE 6180 Lbs, (6) 3/4' DIA, DOLTS LSTAI8 FLAT STRAP 1055 lbs. (14) lOd COMMON NAILS LSTA30 FLAT STRAP 1670 Lbs. (22) lOd COMMON NAILS 'S 'S MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY, CATALOGUE NUMBER DESCRIPTION LOAD CAPACITY MINIMUM FASTENERS RTIO RAFTER-TO-WALL STUD TY-DOWN ANCHOR 585 tbs, RAFTER & STUD, (6) 8d COMMON NAILS EACH RTeO RAFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 Lbs, RAFTER& STUB, (9) lOxl-l/2 NAILS EACH PLATE, (4) 1Od COMMON NAILS RT7 RAP me_H-TO-TOP PLATE TY-DOWN ANCHOR 585 tbs, RAFTER AND PLATEi (5) 8d COMMON NAJL~ EACH RTl6 RAFTER-TO-TOP PLATE TY-DOWN ANCHOR 950 ihs, RAFTER, (8) 8x1-1/2 NAILs PLATE, 8) 8d COMMON NAILS SPT44 & 66 STUD PLATE TIE 1070 Lbs, PLATE AND STUD, (6) 16d COMMON' NAILs EACH SPTH4 & 6 STUD PLATE TIE 1470 lbs, PLATE AND STUD, (12) 10x1-1/8 NAIL'S ;ACH A-7