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Home My WebLink About35101-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34726 Date: 12/07/10 THIS C~aTIFIES that the building ADDITIONS/ALTERATIONS Location of Pr~rty: 2760 VILLJ~GE LA ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 1 Lot 20.1 Subdivision Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 21, 2009 purs,,~-t to which Building Perm/t No. 35101-Z dated OCTOBER 26, 2009 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 ALTERATIONS AND ADDITIONS, INCLUDING TRELLIS COVERED DECK, SECOND STORY DECK AND COVERED PORCH, TO AN EXISTINT ONE FAMILY DWELLING AS APPLIED FOR PER ZBA #6078, DATED 11/15/07. The certificate is issued to LAURA A WEIL of the aforesaid building. ( OWNER ) SUFFOLK COU~FrYDEPART~NTOFHE~J~THAPPROVAL N/A EL~t-i~ICAL U~K'rIFICATE NO. 11884 09/29/10 ~L~ ~'rIFIC2%TION DA'r~u3 10/04/10 BRIAN'S PLUMBING & HEAT Rev. 1/81 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. 35101 Z Date OCTOBER 26, 2009 Permission is hereby granted to: LAURA A WEIL 220 EAST 23RD ST APT 7H NEW YORK,NY 10021 for : CONSTRUCT ADDITIONS/ALTERATIONS TO EXISTING SFD PER ZBA#6078, TRUSTEES#6707 & LANDMARK & PER APPROVED PLANS AS APPLIED FOR. FLOOD PERMIT REQ at premises located at County Tax Map No. 473889 Section 026 pursuant to application dated AUGUST Building Inspector to expire on APRIL 2760 VILLAGE LA ORIENT Block 0001 Lot No. 020.001 21, 2009 and approved by the 26, 2011. Fee $ 708.40 kuthorized Signature ORIGINAL Rev. 5/8/02 TOWN OF SOUTftOLD BUII.,DING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUI This application must be filled in by typewriter or ink and submitted to the Building A. For new building or new use: )ep ar t'rn-efft-w~tl/th~ ~: 1. Final survey of property with accurate location of all buildings, pyoperty lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. New Construction: Location of ProPerty: House No. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swin:aning pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $I00.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: V (check one) Street Hamlet Owner or Owners 0f Property: Suffolk County Tax Map No i000, Section ~_~ Subdivision Block I Lot Filed Map. Lot: Date of permit. Underwriters Approval: Permit No. '~ Health Dept. Approval: Plarming Board Approval: Request for: Temporary Certificate Fee Submitted: $ - O.) c ,,s *- ° - Final Certificate: (check one) l"'"~pplicant Signature + S{JF :-01K 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Doroski Electric Certificate No.: 11884 Dec 08~ 2009 Final Inspection Date: Sep 29, 2010 11884 Building Permit No.: County Tax Map NO.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Laura Well Site Location: 2760 Village lane, Orient, NY 11957 Owner's Address (if different): [] Residential [~ Indoor [] Basement [] Commercial [] Outdoor [] First Floor ~-J New [] Renovation [] Second Floor L~ Addition ~ Survey Other: INVENTORY Single Phase 200a Heat l~Jas Duplex Recpt 61 Three Phase Hot Water GFCI Recpt 9 Main Panel 200a AC Cond 2 Single Recpt Sub Panel 1-100 AC Slower 2 Range Recpt Transformer Appliances dw Dryer Recpt 20a Disconnect 1-200 Switches 52 Twist Lock GFCl Breaker Heat Pump Electric Heat 1 [] Service [] Shed [] Pool [] Hottub [] Attic [] Garage Ceiling Fixture Wall Fixture Recessed Fiature Flourescent Emergency Exit Fixtures Pool Luminaire 7 HID F~ures 25 Smoke 5 35 CO Detect 2 22 Smoke CO Combo Time Clock Pumps 1 Exhaust Fan 2 License No.: Date Of Certificate: Sep 30,2010 Applicant: Doroski Electric Inspected By: Roger Richert The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. O~her Equipment: 200a under ground set.ce, 17kw generator and transfer switch, power to recptJcle on dock, 15 ff of m utb outlet recpficle strip, 1-50a oven, 1-2000 watt room heater, 1 well pump Town Hall Annex 54375 M~in Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631] 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOW~T OF 80WI~OLn CERTIFICATION Building Permit No. OWner: Plumber:/~'z (Please print) · (Please prm.t).. lead. I certify that the solder used in the water supply system contains less.than 2110 of 1% Sworn to before me this q % 20 ,o Notary Public, U County PENNY sEDELL Notary Public. State oJ New york No. 01BE6099317 'n SuffoJk County Qualified . ~ O J J Commtsston Expires Sept. 2g, ----.- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [~'~OUGH PLBG. [. ] FOUNDATION 2ND [ ] INSULATION [t.~FRAMING/STFIAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~/~ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] mERmSTANTCONSmOCTm ( [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST ~N~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PEk,' !,ATION INSPECTOR /~ ~~-~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION~ FIRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAr,-,,( IILS/~CTION REMARKS: INSPECTOR. DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]~H PLBG. [ ~'~ INSULATION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY DATE INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ] FRAMING / STRAPPING ,~FINAL [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAJ-.. it' INSFECTION DATE /~'~-'~- ~'~/~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-18O2 TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] IN~~ [ ~'~1N~L I~.~ ' /~ [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE [ ] F~RES~TJ~rrco. s'muCI'ml [ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING ~)~ FINAL ,//~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIREII~I~ANTI~I#~TR~ [ ]RRERESISTANTPENETRATION DATE //'-/~-/,o INSPECTOR ~ GLUCKMAN MAYNER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 DATE TO FR 24 November 2010 Ga~ Fish/Southold Building Department Edowa Shimizu PAGES 1 of 2 PROJECT SUBJECT Spite House/2760 Village Lane (Permit~35101) Certification Letter This Letter certifies the design of the fire separation of the garage from the living space per the spedfications outlined below. ARCHITECT The architect has specified per the 2007 New York State Residential Building Cede that the wall and ceiling separation of the garage to be % hour fire rated construction. The composition of the walls: 2x4 wood framing with 5/8" Type 'X' Gypsum Sheetrock on both sides, and the ceiling assembly: 5/8" Type 'X' Gypsum Sheetrock with 1 ~" sub and finished floor assembly fastened directly to 2xl 0 joists. The door between the living space and garage was specified to be % hour fire rated metal door with self closing hinges. The architect, Richard Gluckman of Gluckman Mayner Architects, Certifies the above specifications were designed and/or specified for this project. MEMORANDUM PAGES 20f2 Mechanical Enoineer The mechanical engineer has spedfied for the duct installation to conform to the 2007 New Yo~k State Residential Building Code, which specifies ducts penel3'ating the separation between garage and dwelling shall be constmc~d of minimum No. 26 gauge sheet steel. These ducts have no openings into the garage and connect directly to the air handler unit. Per the direc~on of the Town of Southold Building Inspector, U.L. Classified Fire Dampers with a raling of 1-1/2 hours were added to all the ducts penetralJng the %-hour fire rated separation, to forther ensure adequate separation. The mechanical engineer, Ed Hanington, of HaningtonEngineering Consultants, Celtics the above specifications were designed and/or specified for this project. BU}G DEPT, IOI',N OF SOUIHOLD East Quogue, NY 11942 (631) 653-3936 Phone (631) 653-4806 Fax arenzheating.com October 26, 2010 Robert Hacker Berkshire Wilton Partners, LLC 15 River Road Suite 225 Wilton, CT 06897 Dear Mr. Hacker, The purpose of this letter is to certify that the supply and return ductwork installed in the garage at the Spite Residence located at 2760 Village Lane, Orient was made using 24 gauge steel. 24 gauge having a thickness of 0.65mm is in excess of minimum code requirement of 26 gauge with 0.48mm thickness. If you should have any questions or require any other assistance with this matter, please feel free to contact me Sincerely, Chris Heaney Sales Advisor chris~a arcnzhcating.com 631-653-3936 BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 "EL: (631) 765-1802 e'AX: (631) 765-9502 SoutholdTown. NorthFork. net Examined i 0 /2~ ,20 Disapproved a/c Expiration L / Bt~G. OEPT. TOWH OF SOOTHOLO AUG 21 20ffi PERMIT NO. BUILDING,PERMIT APPLICATION CHECKLIS Do you have or need the following, before applying Board &Health 4 sets of Buitding Plans IN Ot-OD'~- D Planning Board approval Survey [ NC. Check ~/, ~O0 ' DO Septic Form kl N.Y.S.D.E.C. ~- Trustees ~ 0 I Flood Permit ?fit. ^Tr^c~'Lb · Storm-Water Assessment Form Contact: Mail to:~..,, s ,,,~q~'n.~ .~..~'.~g.~ .... L li~~ Phone: Building Inspector APPLICATION FOR BUILDING PERMIT Date 14 ,20o INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and subm tted to the Building Inspector with 4 ets 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 commenc~ed within 12 months after the date of issnance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting th. property have been'enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six m6nths. Thereafter, a new permit ~hall be required. , APPLICATION IS HEREBY MADE ts 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 anthorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, ifa corporation) (Mailing address &applicant) ' t ,ta e 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 (As on the tax roll or latest deed) (Name and title of corporate officer) Builders License No. ?lumbers License No. Electricians License No. Other k will be done: Hamlet County Tax MaP No. 1000 Section "~,~ Block I Lot Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~t b. Intended use and occupancy Nature of work (check which applicable): New Building Repair Removal v/' Demolition Estimated Cost '~Z~ ~{~ ~ ('2C~ID ~ If~dw~.lling, number of dwelling Unifs . "[ : i(.ga~'ag~, ht~'mber °f ~:ars~ I Addition v/ Alteration V/ Other Work Fee (Description) (To be pa~d onfiling this applicati, On) · ~ Number of d,~ellifig tmit~ ~n each floor ~' ' "" ' :.' '&? ~ :~: It' business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front 7~ ~ { a - - Rear '71' Height-~'~ '..-0~ .aa,,~ ,Y-O" Number of Stories Z. Dimensions of same structure with alterations or additions: Front ,, - Depth % ..- ~" Height ~,-q'-O'A~¢. ¢CO" Number of Stori~$~-. Dimensions of entire new construct,on Front~Re Dep~ Height ~r_2D'-~'_l~a~ 0'-'O' Number of Stories I Size of lot: Front · Date of Purchase Rear 1/40, Depth Name of Former Owner · Zone or use district in which premises are situated ~ · Does proposed construction violate any zoning law, ordinance or regulation? YES ¢ NO . Will lot be re-graded? YES NO 7Will excess fill be removed from premises? YES .V/ NO . Names of Owner of premises/~ ~o~,/~ I, )~,. AddressZ~/,t~ d,, .,~e/~ Name of Architect~~~ddre~s'~~n°ne Name ofContractor'l¢'~4~ ~ /~3 ~,~t>& '-"' Addres:~l~}~;ne-z~° ' - a. is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES ¢ :NO tF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. -- b. Is this property within 300 feet of a tidal wetland? * YES X/ NO__ IF YES, D.E.C. PERMITS MAY BE REQUIRED. Provide survey, to scale, with accurate foundation plan and distances to property lines. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. Are there may covenants and restrictions with respect,to this property? * YES NO Vet IF YES. PROVIDE A COPY. ~,TE OF NEW YORK) SS: LINTY 0 F_~!~... ~--4~4.1k'f/J'~ _~C~ being duly sworn, deposes and says that (~)he is the applicant (Nmne of individual signing contract) above named, (Cm~ra~tor, Agent, Corporate Officer, etc.) aid owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; all statements contained in this application are true to the best of his knowled brined in the manuer set forth in the application filed therewith. ~rn to before me this~b~ _}0--q4~ dayof ~ do] 0.5 20 Notary Public Signature of Applicant ~PPEA]~S BOARD MEMBERS James Dinizio, Jr., Chairman Gerard P. Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box I 179 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 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 76S-1809 · Fax (631) 763-9064 FINDINGS, DELIBERATIONS, AND DETERMINATION DATE OF MEETING: NOVEMBER 15, 2007 ZBA FILE # 6078 - LAURA A. WEIL, Applicant PROPERTY LOCATION: 2760 Village Lane, Orient CTM 26-1-20.1 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 further review under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's property consists of 10,817 square feet (deeded area), 127.54 feet along Village Lane, 71.33 feet along the southerly side line, 83.28 feet along the northerly side line, and 141.07 feet along the rear lot line measured at a tie line (at the bulkhead/high water boundary), as shown on the May 13, 2004 survey updated July 27, 2007 by John C. Ehlers. The property is improved with a two-stow frame house with attached garage. BASIS OF APPLICATION: Requests for Variances under Sections 280-122, 280-124, 280-116B, based on Zoning Code Interpretation #5039 (Walz Application) and the Building Inspector's July 30, 2007, Notice of Disapproval concerning proposed additions and alterations to the existing dwelling, which new construction when located less than 35 feet from the front lot line and less than 35 feet from the rear lot line will create an increase in the degree of nonconformance. New construction is also proposed at less than 75 feet from the bulkhead. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated October 10, 2007 states that the application is considered a matter for local determination as 'there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: An October 9, 2007 letter was submitted to the Board of Appeals t.o confirm inconsistency under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. Grant of relief in this area variance application will create minimal land disturbance because the proposed construction on the seaward side of the existing Page 2 - November 15, 2007 ZBA File # 6078 - LAURA A. WElL CTM 26-1-20.1 dwelling will maintain the existing non-conforming setback of the house and soil removal for the proposed concrete structural posts will be dug by hand and will support exterior structures made of wood that are lightweight and water permeable (a deck, steps and trellis above). Drywells are proposed at each of the four corners of the house to contain roof runoff and a line of hay bales during construction are proposed as noted on the site plan dated 7-3-07 provided by Gluckman Mayner Architects, as per the recommendation of the LWRP Coordinator. The existing bulkhead was recently installed and is in excellent condition. The existing slopes are essentially fiat with the exception of the southwest corner which slopes toward the water. AREA VARIANCE RELIEF REQUESTED: The applicant proposes to add a total of 250 square feet of habitable space to their existing single family house with existing non- conforming front and rear yard setbacks. A wood deck with steps on the south end and an open wood trellis above is also proposed at the current non-conforming setback of the hoUse from the bulkhead. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1) Grant of the variances as applied for will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes a total of 250 square feet of habitable space to their existing single-family house. A reduction of the nonconformity of the current 9 ft. front yard setback from Village Lane is proposed by removing the existing front porch and creating a new smaller porch and steps with a proposed 16 ft. front yard setback. A small reduction in the non-conforming rear yard setback of 26 ft. will be accomplished by the removal of a 23 square foot area of the southwest corner of the existing garage on the seaward side. The current non;conforming setback from the road will be increased to create greater conformity. The new cedar shingles that will replace the existing vinyl siding, the new windows and roof pitches will all improve the appearance of the existing house and undo Page -. November 15, 2007 ZBA File # 6078 - LAURA A. WElL CTM 26-1-20.1 _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 Oliva, and duly carried, to GRANT the variance as applied for, and shown on the 7-3-07 surveyor site plan revised 8-29-07, floor plan A101 revised 9-25-07, roof plan A104 dated 9-14-07 revised 10-1-07, basement plan Al00 dated 7-10-07 reissued 8-20-07, and exterior elevations A201 dated 9-25-07 reissued 10-1-07 and A202 dated 9-25-07 provided by Gluckman Mayner Architects, subject to the following: Condition: A non-turf buffer shall be installed landward of the bulkhead to protect Orient Harbor. That the above condition be written into the Building Inspector's Certificate of Occupancy, when issued. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. VOTE OF THE BOARD: Ayes: Members Dinizio (Chairman), Oliva, Goehringer, Simon, and Weisman. THIS RESOLUTIO~q WAS DJJ'L-~ ADOPTED (5-0). [ /~AMES DINiZIO JR/CHAIrMAN tl/2~07 Approved for Filing / ' ~ ?ge3 - November 15, 2007 ZBA File # 6078 - LAURA A. WEIL CTM 26-1-20.1 many years of incompatible alterations and additions. The height of the tallest ridge will remain the same and existing views from the street to the water wi]] be maintained. The effect of the requested relief for the rear yard and bulkhead setbacks for a proposed new wood deck, steps and open wood trellis on the south end of the existing house, and at the current non-conforming setback of the house from the bulkhead, will not adversely impact Orient Harbor or change the appearance of the house from the street, but will provide the applicant with a small exterior area to enjoy outdoor activities. 2. Town Law ~267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the entire lot measures 71.33 feet in depth and it is impossible to create a conforming setback of 75 feet from a bulkhead and/or a conforming front yard setback of 35 feet given the lot size and configuration. 3. Town Law ,~267-b(3)(b)(3). The variance granted herein is not substantial. The proposed additions to the house are very small at only 250 square feet (168 square feet on the first floor which will be taken from interior space in the existing two car garage, and 99 square feet on the second floor), and the proposed lot coverage will remain conforming at 19.3 percent. The front yard setback will be increased and the rear yard setback will remain the same. 4. Town Law ,q267-b(3)(b)(5). The difficnlty has not been self-created, but is the result of an existing house on a shallow waterfront lot with non-conforming setbacks. 5. Town Law §267-b(3)(b)(4). 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. The applicant has proposed measures to mitigate any environmental impacts to Orient Harbor as described herein. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a slightly larger dwelling and exterior deck and trellis while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Telephone (631) 765-1802 Fax (631) 765-9502 Town Hall, 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION To Whom It May Concern: At its meeting of September 15, 2009, the Southold Town Landmarks Preservation Commission approved amendments to the existing Certificate of Appropriateness for the Spite House, 2760 Village Lane, Orient, NY (SCTM#1000-26-1-20. I). The amendment is based on plans dated August 12, 2009 by Richard J. Gluckman, Architect. _Dam. on_ Kall,s, Aa~hinistratisouthold Town Ifandmarks ;~{~siStese~mmission Telephone (631) 765-1802 Fax (631) 765-9502 Town Hall, 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION CERTIFICATE OF COMPLETION December 3, 2010 Laura Weil 2760 Village Lane Orient, NY ! 1935 This letter is to certify that you have completed your project to the satisfaction of the Southold Town Landmarks Preservation Commission in accordance with your Certificate of Appropriateness, issued on November 15, 2010. ci~e to contact me at the number above. Administrative AsSistant Southold Town Landmarks P~eservation Commission \ CC: file, applicant James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 August19,2009 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Richard Gluckman Gluckman, Mayner Architects 250 Hudson Street New York, NY 10013 RE: LAURA WElL 2760 VILLAGE LANE, ORIENT SCTM# 26-1-20.1 Dear Mr. Gluckman: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 19, 2009: RESOLVED that the Southold Town Board of Trustees grants a One-Year Extension to Wetland Permit #6707 and Coastal Erosion Permit #6707C, as issued on August 22, 2007. BE IT FURTHER RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit ~6707 and Coastal Erosion Permit #6707C to omit the 168 square foot addition to the landward side of the existing dwelling and concrete block access well to remain. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, President, Board of Trustees JFK:eac BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6707 DATE: AUGUST 22~ 2007 ISSUED TO: LAURA A. WEIL PROPERTY ADDRESS: 2760 VILLAGE LANE~ ORIENT SCTM# 26-1-20.1 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 August 22, 2007, and in consideration of application fee in the sum of $500.00 paid by Laura A. Weil 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 construct a 168 square foot addition to the landward side of the existing dwelling, remove existing porch and construct new porch, construct new deck and steps on the seaward side of the dwelling and covered by a trellis, extend a portion of the second-floor over an existing one-story mass, and CMU access well to be removed and filled on landward (east) side with the condition of the installation of gutters and drywells to contain roof runoff, and a line of staked hay bales to be installed prior to construction, and as depicted on the site plan prepared by Gluckman Mayner Architects, last revised August 29, 2007. 1N 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. 11/15/2818 12:85 2129298833 GLUCKblAN HAYNER PAGE ~' ~:a_.~cr ~ E~-[o { . Jill ~, Dohva.t~. Pre~den~ J~m~ F, X~g. Vice-Preeldon~ D~w Bergen Bob 0hoeio, 2r. John 9redemeye~ Town Hnll Annex 1~4~75 Mn,in l~md P.O. Box 1179 Sou~hold, New York 11971-09~9 TelePhon~. (681) .765-1892 Fax (681) 765.6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0609C Date: November 15. 2010 THIS CERTIFIES that the remove e~i~lina s~d constructncW.~.ont ~ ~ ~sl ~_~~~st~ ~.~eflis: s~nd fl~e~ioale i~allafi~of~ W i~s ~olosmoL~ ~ well m be~_~_fill~in.w~ u~gvc pa~.~ At 2760 Vilhgv...Lane, Orient, New York Suffol~.County Tax Map # .2~ Conforms ~o the a~pllcafions for a Trustees Pern~t heretofore filed in this offlee Dated 8/1/07 pursuant to which Trustees Wetland Permit 0~707 Dated 8/22/07 and Coastal Erosi~n Permit #6_7_0_7C Dated 8~22/07 end bo~ Amended on.8/.1.9/.09 and Amended again on 8/18/10 sad Amended again on 10/2(~/10 was i~sued and conforms to all of the requirements and eonditions of the applicable provi~ions of law. The p~ojeet for Which this ~riif~:ste is being issued is for the rvmovc cxisfing and construct new front ~tx, rch with st.~_~: new~e~dcck with st~s ~d_trd3is: s~.x~d floor exuansion: the installation of mi~crs_IRleaders __tD_dli~/w_el[$; tnslallalioll of ne~..Rsll~'ator and air c~Rdifigning units on elevaiod o!~.~.~ faa~ endosar~: ~iiting ac~ezs well to~r~aov~l and fhq~d in tO. ~de;~roolati~opaviag blocks to from ~ntrance: r~lace ~xisti% driveway with n~ ~rgveLf~i~h~ driv~av: new ~ ~t wlthunderm-o~d ~s lio~:~ew fenctne ~oun~dl)l~ollert~ new vlanti~es around ~ The ctrtifi~t~ is issued to LAURA A. W~_.I~ owner of the afor~s~d property, James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 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 COASTAL EROSION MANAGEMENT PERMIT Permit #: 6707C Date: August 22, 2007 SCTM#: 26-1-20.1 Name of Applicant/Agent: Melissa Cicetti, Gluckman Mayner Architects Name of Permittee: Laura A. Well Address of Permittee: 220 East 73rd Street, Apt. #7H, New York, NY 10021 Property Located: 2760 Village Lane, Orient DESCRIPTION OF ACTIVITY: Coastal Erosion Permit to construct a 168 square foot addition to the landward side of the existing dwelling, remove existing porch and construct new porch, construct new deck and steps on the seaward side of the dwelling and covered by a trellis, extend a portion of the second-floor over an existing one-story mass, and CMU access well to be removed and filled on landward (east) side. All with the condition of the installation of gutters and drywells to contain roof runoff, and a line of staked hay bales to be installed prior to construction. The Coastal Erosion Management Permit allows for the operations as indicated on the site plan prepared by Gluckman Mayner Architects, last dated August 29, 2007. Permit to construct and complete project will expire two years from the date the permit is signed. SPECIAL CONDITIONS: (apply if marked) __ Bluff restoration through a re-vegetation plan is a necessary special condition of this permit. __ A relocation agreement is attached hereto and is a necessary special condition of this permit. __ A maintenance agreement is attached with application and is a necessary special condition of this permit. Board of Trustees New York State Depa,~.,,ent of Environmental Conservation Division of Compliance Services., Rm 219. Buiding 40:SUNY ~ny Brook, New York 11790-2356 ~ephone (516) ~.~-0365 Facsimile (516) ~.~.~.-0360 John P. Cahill Commissioner LETTER OF NON-JURISDICTION Dan Kglly P.O.Box 206 2760 Village Lane Orient, NY 11957 Date: February 11,1998 Re:1-4738-00962/00002 2760 Village Lane Orient, NY 11957-0206 SCTM 1000-26-1-20.1 ~ear Mr. Kelly: ~as~d on t~.e information, you have submitted, the New York State Department of nvlronmental Conservation has determined that: THE PROPERTY LANDWARD OF THE BULKHEAD CONSTRUCTED PRIOR TO SEPTEMBER 20, 1977, AS EVIDENCED BY THE LAND DEED OF NOVEMBER 16, 1906, AND THE INSURANCE POLICY OF FEBRUARY 4, 1969, IS BEYOND THE JURISDICTION OF ARTICLE 25 (TIDAL WETLANDS) i e__fgr9, in accordance with the current Tidal Wetlands Land Use Re~ulatio s ~u~.mart 661) no permit is reouired under the Tidal Wetla--R= 9 9dv~sed, however', that no oonstr' uction- sedimentation ~9 may take place, seaward of t~e tidal.'wetlands juris~ic~i%%%l''~b~ou~d~a~t ~cated above, wlthg~t a perm%t: It is your responsibility to ensure that ax~ necessary pFecautlons are =a~en to prevent any sedimeQtatign 9r o~her alteratlqn 9r ~iSturbaqce to the ground surface o~ vegetation wlthln Tldal ~etlands ].urls~l~tion which may result from your prelect. Such p~ecgut$on~ may include malntalnlng adequate work area between the t~dal wetland jurisdictional boundgry and your prelect (i.et a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the respogsibility of obtaining any necessary permits or approvals from other agencies. ~c:Tow~ of Southold BMI{P Very truly George Hammarth Permit Administrator . Town _of Southold Erosion, Sedimentation & Storm.Water Run-off ASSESSMENT FORt," PRO;~KIY LOCATION: S.O.T.M.~ THE FOLLOWINO ACTIONE MAY REQUIRE THE SUBMISSION OF I~OO Z~ ~ ~, I S~;ORM-WATER~ GRADINGw DRAINAGE AND EROSION CONTROL PLAN District Section Bilk Lot CERTIFIED BY A DESIGN PROFESStONAL IN 'I'HE STATE OF NEW Item Number: (NOTE: A Check Mark (,~) for each Question is Required for a Complete Application) Yes HO 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Wa[er Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will Include all mn-off created by site clearing and/or construction activities as well as afl Site Improvements and the permanent creation of Imt~ous surfaces.) Does the Site Plan and/or Survey Show All Proposed Dmlrtage Sl~clures Indica~ng Size & Location? This Item shall include a~[ Proposed Grade Changes and Slopes Conlralling Surface Wate. rFlowi Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Invalving more than 200 Cubic Yards of Material within any Parcei? Will this Application Require Land Oislud~lng Ac§villas Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Coume Running through the Site? Is this Project within the Trustees Jurisdiction or within One Hundred (100~) feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feel of Ve~cal Rise to One Hundred (100') of Hedzontal Distance? Will Ddvewoys, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material; Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT Include the Installation of Driveway Aprons,) Will this Pro~ect Require Site Preparation within the One Hundred (100) Year Floodplain of eey Watercourse? r~ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Bex, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required and Meet be Submitted for Review Prior to Issuance of Any Building Pemfltl EXEMPTION! Ye._.~s Nc, Does this project meet the minimum standards for classification asan Agdcultarel Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Dmloege & Erosion Control Plan Is NOT Requim~t -- ~ STATE OF NEW YORK, ,/, , county or ThatI ........ ~...~....~_.~..I K~ANT be' dui sworn ' (N;~:'~;:~;;~';;;;;'~'~;' .................... ~ Y , aepo~es ~d says ~she is ~e app~t for P~ni~ (~n~, Con~, ~, C~mte Offi~, elm) O~er AnCot represen~dvc o~c Owner of O~cr's, ~d is duly au~ofizcd [o pcdorm or m~e ~d ~lc ~is appllcadon; ~[ ~l s~cmc~ con~ncd in ~is appli~fion ~m · ~t ~e work will ~ ~ffon~ed i~ ~e m~ncr set [or~ in ~c ~pplic~fion filed Sworn to before me ~is; ................ ........................ or .......... .............. ................... (Signature of Applicanl) FORM - 06/07 10~28-09;19:00 ; 912~29290~33 ; # S? 7 APPLICATION # PAGE I o1' 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT pERMIT APPLICA'I~ON This form is to be filled out in duplicate. S~CTION 1: GENEP, AL PROVISIONS (APPLICANT to read and L No work may st~xt uatil a p~ ~ ~ ~c pc~it may ~ r~k~ ff ~: ~e stal~n~ ~c mad~ hcrc~. 3. II r~k~ ~ ~rk ~ ~ ~tfl ~ic ~ re-~u~. 4. D~lopm~t ~ not ~ ~ed or ~piM uat~ a ~r~te of ~mp~ 6. Appfi~t is h~ ~o~ed t~t o&~r ~its may be reqmred to fidfill 1o~, state ~d f~d~al re~lato~ r~u~on~ ' 7; App~t her~ ~ ~al to ~c ~ Adm~rator or ~s/hcr ~pr~nta~ to m~e ~nable ~pe~ om r~ to ~ SECFION 2: PROPOSED D~PME~ ~o ~ ~m~lat~ bY AFPLIC~ 'N~E ~DR~$ _ ~LEpHo~ PROJECT LOCATIO~N: TO avoid de, lay In proce, q~ thc application, pi*asa p~ovido ~:nough information to easily ideott~y tho projcct Io~atio~, Provide thc str~:t address, lot oumbcr or legal des~'il~ion (attaCh) and, out.side urlnm ~r~, thc distance to the nearest ;,,tersec~;ag road or wea-kaowa lancl~a.rk. A sketch attached to'thLs appfication showing thc project Iocadoe would Ig hclphtl. FDP(93} 10-28-09;19:00 ; 912129290833 ; # 3/ ? A~PLICATION # PAGE 20P d DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY ~RE TYPE 1~ New ~tructur¢ ~[ Addition ~1 Alteration [] Relocation [[ Dcmo~fi0. ~ Repla~m~t Ill R~idcntlal (1-4 Family) [] Rcsldcatlal (Marc tha~ 4 Family) [] Noa-r~idendaJ'(Hoodproo£mg7 C~ Y~) [] Combined U~ (Reside~otiaJ & Commcrdal) [] Manufactured (Mobile) Home (I. Ma~u- famured Home Park? [] Yes) . . ESTIMATI~D COST OF PROJECT $ B. OTHI~R DEVELOPMENT ACT1VITIF_$: 13 Fdl [3 Mining ' O Drilling O Grading [] Excavation (E~ce~pt Ior Structural Development Checked Above) ' 0 Watercourse Alt~a6on (lucl~dlog Drr. xlging and Chaaacl Modifications) [] Drainage Improvements (lndudin$ Cdivert Work) FI Road, Street or Bridge Construction [] Subdivision (New or Expansion) Fl Individual Water.or Sewer System [] Oilier (Please gpecify). _~Aher completing SECTION 2, APPLICANT should !;ubmi! form to Local Admialsttator for review. SEL~TION 3: FLOODPLAIN D~t.e. RMINATION (To be completed by LOCAL ADMINISi-RATOR) The prolm~d devalopmeu{ is loc~ted ou FiRM Panel No .... Da~ed Thc Proposed DevelopmCat: O I~ NOT located in a Special Flood Hazard Area 0qot~ flee applicant that the application revi.w is complete mad NO FLOODPLAIN DEVEI..OPMI~IT FF.,RMrr IS RI~QUIP, ED). C] Is located in e spe:eial Flood Hazard Area. FIRM zonc'deslgnatioh is lO0-Year flood elevation at the site is: FL NOVD (MSL) [] Unavailable The propoied development Lq located in a lloodway, FBFM Panel No. Dated Fl'Sec Section 4 for ~ddi6onal iastruc6ona, SIGNED_ DATE 10-28-09;19:00 ; 912129290833 ; # 4/ 7 APPLICAT]ON # .~. PAGE 3 OF 4 SECTION 4: ADDITIONAL INFORMATION REO[HREO (To be completed bY LOCAL AB~/VIINI,q'rR^TORI The appticanl must submit the documents checked below before the application ca~ be procc.~ed: C3 A site plan showing the location of all existing structuJes, watex bodies, ocli,scent roadg lot dlmenalons and proposed development. C} DevdopmenI plans, drawn lo scale, a. nd sp¢cificatioxts, indudLag whcre appl;cabl¢: dctalls for anchoring structures, proposed elevation of low,st floor (includila§ basement.), types resistant mat~rlals u~ed bolow the IL-st floor, details of floodproo£mg of utilities located, below thc tn-at floor and details of cndosuces bclow thc first flOOr. Al.so, Subdivision or other development pious (If thc subdivision or other development exceeds .50 lots or $ acre% whichever is. the lesser, thc applicant mu~ provide 100-y~ar flood elevatio~ if the}, are not otherwise, available)_ O Pious showing the extent of watoreottrsc rcloca6oo and/or landform alteration& [] Top of new l,ll elevation Ft. NGVD (MSL). FloodprooFmg protection level (non-residential o~ly) Ft, NGVD (MS:L). For floodproofed ~tructures, applicam m~l attach certification from registered ¢.oginee* or architect. CerLificatioa from a registered cnglneer tha! the proposed activity La a regulator,j floodway w'R1 not result La ~ i~e~e.a~ La the height of the 100-year flood, A copy of all data and calculations supporting this l'RtdLag must also be submitted. SECTION $: PERMIT DETERMINATION {'To Ix: comoletedbv LOCAL ADMINISTRATOR'I I have determine.d that "' the. proposed acOvity: A. rq Is B, CI L~ not ia co~formallce with pro'~ions of Loe~ lmw ~ .... LO . The permit is i.~sue.d subject to the conditions attached to and made: part of this permit . SION'ED , DXTr: ~ the Local Administrator malt issue, a Development Permit upon pa)mc, al of designatnd II- BOX B is ~:hcc~-~, the Local Administrator will provide a wrktcn summary of deficiencieS. Applicant may reViSe and resubmit a~ application Io (he Local Admiaistrato~ or may request a hearing from the Board of Appeals. 1U-28-09;19:00 ; 912129290833 ; # b/ APPEALS: Appealed lo Boasd of Appcali? [Z} Yes [] No Hcarhag date: Appeals Board Decision -- Approved? [] Yes [] No Con~tio~zs ^PPLICAT[ON ¢ PAOE 4. OF 4 SECTION 6: A~-BUILT ELEVATIONS {'To be submitted by APPLICANT ~efore Certificate of Comollanf,' The following informadnn must be provided for projecl structure. This section m~t b~ complctexl b~ a rcglstcrcd pi'ofessional engineer or a li~mcd land ~urveyor (or attach a c~Afieatioa to this appllmtioa), Comple, tc 1 or 2 below. ' Actual (As-Boil0 EMvadon of thc top of ibe. Iow~t lloor, including ba.s~ment m i h Ha d.' A.real, bottom of lowest structural'mc, mi:mr of thc lowest floor, exclodiag piling a.nd eolualas) is; t:avo 2. Actual (As-Built) FAevsfioa of floodproo£mg protee, tion is ' Fi'. NOVD (MSL), NOTE: Aay work prwfor~ed pClor to submittal of the abow information is at the risk of thc Applicant. SECTION 7: COMPLIANCE ACTION fTo be completed by. LOCAL ADMINIb'TRATOR% The LOCAL ADMINL$TRATOR will conlple.te Ug.s section as applicable: based on htspe.clion of the project to co. sure compllamc~ with the COmmunity's local [awl-or flood damage, prOventiom . INSPI~!CTIoNs: - DATE BY DEilelCII!iNCIIiS? E] YES [] NO DATE BY DEFICIIENCi~'/ [] YES [] NO DATE~By DI~FtCIHNC'I~3;? [] YES [] NO SECTION 8: CERTIFICATE OF COMPLIANCEfTq be ~mpleted bY LOQAL ADMINI~,ATOR] · Certificate of Compliance issued: DATF~ BY: 10-28-09;19:00 ; 912129290833 Attachment B CERTIFICATE OF COMPLIANCE ior DevelOpment in a Special Flood Hazard Area O-~-O~;l~:O0 ; 9121292908~3 ; ~ 7/ 7 TOWN OF SOUTllOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PtLEMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING F1 EXISTING BUILDING [3VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: COMPLIANCE IS HEREBY CERTIFIED WYI"t'I THE R~QuIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED:, COMPLIANCE IS HEIL~BY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #, , 19~, AS MODIFIED BY VARIANCE # DATED ~ ' SIGNED:,, D&TED: CIC(93) BUILDINGPERMITEXAMINERCHECKLI~ *Date Submitted:~__/~/O6/b~ *Date Reviewed: / /06/07 Applicant: C[LI.~(.4~ ~ ~r~/~Zff/t_~t-~-~LOwner: ~ -- ArchitecUEngmeer: ~ t~~~ Estimated Cost: ~d ~ SCTM$ 1000- ~- / - ~0. { Subdivision: Zone: ~ ~Conforming? ~ Property Address: ~Tb& V~: ~ . City: ~~ PreCOs?~a/~ Bu~in~Permits (Open/Expired): ~P~-Z/~O z-~!nfo~ BP~ ~o ~ ~nfo: ~ BP~-Z/C/OZ-~O~&OInfo:~BP~/aZ/C/OZ-~Info~BP -Z/C/OZ- .,Info: Single & Separate Search Required? Y or N Determination: REQ. LotSize: ~FtgDdF--) ACT. LotSize: [~ ~ REQ. Front ACT. Front REQ Side ACT. Side REQ. Height. ACT. Height. REQ. Lot Cov. ~t~ ~ ACT. Lot Cov. ~ REQ. Rear__ PROP. Rear __ Project Des~on: Waterfront Y~r N? If yes, water"b~dy: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or~i~yes, *Bed#: __*Date: / / *Permit#: Town Septic: Y or ~ - If no, certification required: Y or N Received: Y or N By: NYSDEC:PnE-DEc,,i/7~orN-Date: / / Permit#: o~rN~Notes: Southold ZB~N- Date~/ //~ Permit ~: ¢O~-Notes: Southold Planning: Y or N~ate: / / Permit ~: - Notes: Town Landmark C of A(~r N ~TE: ~//~ d~ ~4~ ~S CODE Compliance (page 2): Y or N Fee Structure: Calculation: Foundation: SF 1. ( I£ 7l SF)- First Floor: (O ~ SF Second Floor: I~q~ SF Other: SF 2. ( SF)- ( Total: SF + hfitial Fee: $ O~. d:rO + Additional Fee (~tX~: $/dd~tOD SF)=. SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $. TOTAL: $ 7~];.~' (/'d? NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Weathering: Severe , Frost Depth: 36" __ Design Temp: 11 __ Ice Shield Underlay: YES USE/OCCLrPANCY CLASSIFICATION: HEIGflT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMiNG DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N CEILING JOISTS: Y,q'q FLOOR JOISTS: Y/Iq LUiM[BER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N L~[VE: Y/N DEAl): Y~'4 SNOW: Y/N SEISMIC: Y/IN V~I[ND: Y/N WINDOW AND DOOR SCHEDULE: ,MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N *~rENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS:.,~''~ PLUMBING [CtSER D[AGRAM:~ LOCATION OF F15LE PROTECTION EQUiPMENT: Y/N TRUSS DESIGN: CERT~[CATION: Y/N ENERGY CALCS TOTAL COMPLIENCE? Y/lq (RETURN TO PAGE ONE) Wind Speed: 120MPH__ Seismic Design Category." B_~ Termite: M-H ,Decay: S~M ., Flood Hazai~ds: GIILDERS: ¥/N ROOF RAFTERS: ¥/N TOWN OF ~QUTHOLD PROPERTY RE¢:ORD CARD OWNER STREET r~ '~ (~- O VILLAGE DIST. SUB. LOT ~'MER OWNER r' I ~1 . K' ~ ,9 E ~ ..'~ ACR~) ~ / - -~. ~' 2/~W ~,~. v~. ~ co~. c,. ~,~c. ~,. V~,~e/~ /~7 . ~ND IMP. TOTAL DATE REMARKS > , ~ N~ NORMAL BELOW ABOVE ~- L,~er ~09~ ~?~- FARM Acre Value Per Value ltl ~-~' Acre ~ ~wampland FRONTAGE ON WATER / ~rushland FRONTAGE ON ROAD -oral~ ~ ~ ~ ~ DOCK ~ I . M. Bldg. Extension Ext g n Extension orch Breezeway Garage Patio Total ~×~?: ation --7~/?~ Z:~ ?,, FIoorsBath: 'v'xt,_ YL. CLJ~ Interior Finish lasement Ext. Walls Type Roof Dormer Driveway Heat Rooms 1st Floor Rooms 2nd Floor Dinette LR. DR. BR. F!N. B. COLOR M. Bldg. I - I Fo>~dotion i C~ Bath U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Manegemant Agency National Flood Insurance Program Al. Building Owner's Name Laura A. Weil ELEVATION CERTIFICATE Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 2760 Village Lane City Orient StYe NY ZlPCode 11957 A3. Pr~ Deschption (L~ and Block Numbem, Tax Pamal Number, Legal Description, etc.) Suffofk County Tax Lot NO. 1000 - 26 - 1 -20.1 OMB No. 1660-0008 Expires March 31, 2012 IF~lm~Use: C~npa~ NNC Numar A4. A5. A6. A7. A8. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) Res. Latitude/Longitude: Lat. 41 08' 07" Long. 072 18' 12" Hodzontet Datum: [] NAD 1927 [] NAD 1983 Attach et leset 2 pho~grepbe of the building if the Ce~lJficete is balng used to oMatn flond insurance. For a building with a cfm or e~cldanm(s): a) Square toetage of cmvdspace or enclosure(s) 1174 sqft b) NO. of permanent flood openings in the cra~space or enclosure(s) within 1.0 font above adjacent grade Z c) Total net area of tiood openings in A8.b 14~l sqin d) Engineered flood openings? [] Yes [] No A9. For a building with an altacbed gerage: a) Square foetage of ettached garage 552. sqft b) NO. of permanent flood openings in the attached garage within 1.0 font above adjacent grade 3 c) Total net area of fldod openings in A9.b 600 sqin d) Engineered flood openings? [] Yes [] No B1. NFIP Community Name & C~mmunity Numbor B2. County Name I B3. StYe Tow~ of Southofd 360813 Suffolk I New York B4. Map/Panel Number B10. I BS. Suffix B6. FIRM Index B7. FIRM Panel B8. Rood 36103C0068 H Date Effective/Revised Date Zone(s) 9/25/09 9/25/09 AE, VE Indicate the source of the Base Flood Elevation (BFE) data or base itood depth entered in Item B9. [] FIS Profile [] FIRM [] Community Determined [] Other (Deacdbe) B11. Indicate alevation datum usedfor BFEinitemB9: [] NGVD1929 [] NARD1988 [] Other (Describe) B12. Is the building located in a Coastal Barrier Resoumes System (CBRS) area or othen~ise Protected Area (OPA)? [] Yes [] No Designation Date __ [] CBRS [] OPA B9. Base Flood Elevation(s) (Zone AO, use base flood def~h) 7,9 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations am based on: [] Construction Drawings* [] Building Under Construction* [] Finished Construction C2. Elevations-Zones Al-A30, AE, AH, A (with BFE), VE, VI-V30, V (wflh BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h betow accordthg to the building dingrarn spacifiad in Item A7. Ues the same datum es the BFE. Benchmark Utilized RM 10Vertical Datum N(~VD '29 Convemion/Comments (~QNVERTED TO NAVD '88 a) Top of bottom tionr (including basement, crawlspace, or enctosure floor) 5.00 h) Top of the next higher flonr 9.00 c) Bottom of the lowest hddzontal structural member (V Zones only) d) Attached garage (top of slab) _6.2_ e) Lowest elevation of machinery or equipment semcing the building _6,6 (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) _6.0 g) Highest adjacent (finished) grade next to building (HAG) Z.5 h) Lowest adjacent grade at lowest elevation of deck or stairs, including -6.5 Check the measurement used. [] feet [] metem (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico oniy) [] feet [] metem (Puerto Rico only) [] feet [] metem (Puerto Rico only) [] feet [] metem (Puerto Rico only) [] feet [] meters (Puerto Rico only) [] feet [] meters (Puerto Rico only) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIRCATION This certification is to be signed end sealed by a land surveyor, er~nonr, or architect authorized by law to certify elevation information. ~ ce~d~y that the inf~rma#~n ~n this Co~#ficate represents my best e~s t~ interpret ~he data avai~ab~e~ understand that any false statement may be punishable by fine or impdsonrnent under 18 U.S. Code, Section I001.[] Check hem if comments are provided on beck of form. Were latitude and kmgitude in Section A provided by a licensed land sun/eyor? [] Yes [] No Certifier's Name John C. Ehlem Ucense Number LS 50202 Title Land Surveyor Company Name John C. Ehlem Land Surveyor Address 6 East Main Street Cffy Riverhead State NY ZiP Code 11901 FEMA For~1-31, Mar 09 Date 10-01-2010 Talephone 631-369-8288 See reverse side for continuation. Replaces all previous editions · IMPORTANT: In these spaces, copy the corresponding infomtation from Section A. ] Rx insurance Cer~eny U~e: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. ! Pdilcy Number 2760 Villnge Lane I City OdentState NY ZlPCode 11957 I CorepanyNAICNumbe~ I SECTION D - SlJRVEYOR, ENGINEER, OR ARCHITECT CER'nFICATION (CONI3NUED) Copy bo~ sides of this Elevation Cal~mata for (1) community official, (2) insurance agen~Joompany, and (3) building ovmer. Comments I-k~ vmtor heater and boitor ore elovetad in garage at el = 9.0' AC unita elevatad in side yord at el = 9.0' Signature Date [] Check here if attachments SECTIO~ E - ~ ELEVATION BIFORMATI(~ (SURVEY NOT REQUIRED) r-OR ZORE &O AND ZONE A (WITHOUT BFE) For Zones AO ancl A (without BFE), ooml:gete Itams El-E5. If the Certificate is ietended to suppert a LOMA or LOMR-F mqueet, complete SeclJoos A, B, and C. For Items E1 -E4, use netural grade, it avaitable. Check the measurement used. In Pueffo Rico only, enter meters. El. provide stevation infom~etion for the following and chask the appropriate boxes to show whethor the elevetion is abeve or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlopace, or en(Y, ceure) is [] feet [] meters [] above or [] below the HAG. b) Top of bottom floor (including basement, crawlspase, or enclosure) is .. [] feet [] meters [] above or [] below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A hems 8 and/or 9 (see pages 8-9 of Instructions), the next highor floor (elevation C2.b in the diagrams) of the building is [] feet [] metem [] above or [] below the HAG. E3. Attached garage (top of slab) is [] fee~' [] meters [] above or [] below the HAG. E4. Topofplafformofmechineryand/orequipme~tservicingthebuildingis .__ []feet []meters I--l aflove or [] below the HAG. ES. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? [] Yes [] No [] Unknown. The Iooal official must certify this information in Section G. SECTION F- PRO~RT~ OWNER (OR Ott~IER'S REPRESENTATIVE) CERTIRCATION The property miner or miner's authored rep~ese~atb~ who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statemonta in Sec~ns A, B, a~d E are cocmct to the bast of my knowledge. Properly Owlets or Owner's Authorized Re~ve's N~me Addrass City State ZiP Code Signature Date Telephone [] Check hem if attachments SECTION O - COMMUNITY INFORMATION (OPTIONAL) The local official who is aetho~ized by law or on:linonce to administer the oommunily's flooclplaln management ordinance can oomplete Sections A, B, C (or E), and G of this Elevation Certificate. Comidete the applicable item(s) and sign below. Check the measurement used in Items G8 and G9. Gl. [] The information in Sec~on C was taken from other documentation that has been signed and sealed by a licensed suweyor, engineer, or architect who is authorized by law to certify elevetioo information. (Indicete the soume and date of the elevation data in the Comments area below.) G2. [] A community official cempletad Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. [] The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for: [] New Cor~struction [] Substantial Improvement G8. Elovatlonofas-bulltlowestfloor(iooludingbasemeet)ofthebuitding: []feet []meters(PR)Datum G9. BFE or (in Zone AO) depth of flooding at the building site: [] feet [] meters (PR) Datum Gt0. community's dssign flood etsvation []feet []meters(PR)Datum__ local Offcta~'s Name Title Community Name Telephoce Signature Date Comments ~ Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. fFor Insurance Company Use: Policy Number -- Company NAIC Number Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 2760 Village Lane City Orient State NY ZIPCode 11957 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify ali photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than wilt fit on this page, use the Continuation Page, following. Building Photographs Continuation Page For Insurar~e Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 2760 Village Lane City Odent State NY ZIPCode 11957 Compe,qyNAJCNb~nb~' If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." DATE (MM/DD/'~'YY) ACORD,. CERTIFICATE OF LIABILITY INSURANCE PRODUCER INSURED LoVullo Associates, Inc. 6450 Transit Road Depew, NY 14043 Brians Plumbing & Heating Inc 33 Meadow Lane Riverhead, NY 11901 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE ' NAIC # INSURERA: COLONY INSURANCE COMPANY ; 39993 INSURER B: F INSURER C: INSURER D: I COVERAGES G L3596805 0112312009 1,000,000 GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY GEN'L AGGREGATE LIMIT APPLIES PER: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS GARAGELIABtLITY ANYAUTO I OCCUR ~ CLAIMS MADE DEDUCTIBLE RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY P ROPRIETO PJPARTN E R/E XEC UTIVE OFFICER/MEMBER EXCLUDED? If es, descdbe under S~ECIAL PROVISIONS OTHER DESCRIPTION OF ( EACH OCCURRENCE I $ DAMAGE TO RENTED ' PERSONAL & ADV INJURY $ t ,000,000 GENERAL AGGREGATE ! $ 2,000,000 PRODUCTS-~C~OMP/OP AGG ' $ BODILY INJURY PROPERTY DAMAGE (Per aCcidenl) AUTO ONLY - EA ACCIDENT OTHERTHAN EAACC $ AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE hiWC STATU- OTH- L]'~)RY LIMITS I I ER E L EACH ACCIDENT ' I 2,000,000 APB 2 0 2010 CERTIFICATE HOLDER BLOG I~FPI TOWN OF SOUTHOLD TOWN OF SOUTHOLD 54376 ROUTE 25 P.O. Box 1179 SOUTHOLD, NY 11971 ~ BE CANCELLED BEFORE THE EXPIRATION DATE ~HEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE ACORD 25 (2001108) © ACORD CORPORATION 1988 i2/16/2009 15:17 0317552770 JSM BROKERAGE INO M PAGE 02/02 New York State Insurance Fund P/o~' Comp~a~l~n & D~l~t~lt~ B~ ~ ~ 1914 CERTIFICATE ~ WOR~RS' COMPEN~ON IN~U~CE BI~B PLUI~INO AND H ~'~TING Ikic POBOX314 AQUEBO~IU E NY 11931 POLICYHOLDER BRIAN!5 PLUMBING AND HEATiN~ INC PO BOX 314 AQUEBOGUB NY 11~31 POLICY NUMBER I CERTIFICATE NUMBER 12088 935-8 t 904652 CERTIFICATE HOLDER TOWN OF $OUTHOLD 54375 ROUTE ~ PO BOX tt 79 J I SOUTHOLD NY 11971 PERIOD COVERED BY THIS CERTIFICATE I DATE 12/09/2009 TO t2/0912010 : 12/16/2000 THIS I$ TO CERTIFY THAT '{HE POLICYHOLDER NAMED A~OVE Is INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POCICY NO. 20P~03~-8 UNTIL t2~W2010, COVERING THE ENTIRE C~IJOATION OF THIS POUCYHDIr~BR FOR WORKERB' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE 8TAYE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF ~AiD ~OLICY lB CANCELLED, OR GRAROED PRIOR TO 12~9/2010 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAY8 WRFTTEN NOTICE OF BUCH CANCEI.LATICN WllJ. BE GREEN TO THE CERTIFICATE HOLDER A~OVE, NOTICE BY REGULAR MAIL BO ADDREEBED SHALl. BE SUFFICIENT C(~IPLIANCE WITH THI~3 PROVISION. THIB CERTIFICATE IS ISSUIED A~ A MA'Fr~R OF INFORMAYIONONLYANDCONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFicATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAG~ AFFORDED BY THE POlICY. U-26.3 NEW YORK STATE INSURANCE FUND D IR ECTOR,IN,..~UR/~E FUND UNDERWRmNG This Oe f'h~ ~ ~ valia~ m our ~ si~ ~ ~ff~.~l,~ ~ ~ ~g (~) 87~7~ VALIDATION NUMAR: 8~552t71 MA~TER P~UMI~R BR~N W CUCCHI 43323-MP , 01/01/2012 Client~: 21479 BERWI2 ACORD,. CERTIFICATE OF LIABILITY INSURANCE PRODUCER 'THJ~ CERTIFICATE iS ISSUED AS A MATTER OF INFORMATION Hollls D. Segur, Inc. ONLYAND CONFERS NO RIGHTS UPON I~IE CER'nFICATE HO~UER. THIS CERTIRCATE DOES NOT AMEND, EXTEND OR 156 Knotter Drive ALTER 'n4E COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 400 Cheshire, CT 06410 INSURERS AFFORDING COVERAGE NAIC # ,~SU~D 3.SURER~ Gemini Insurance Co. 30104 Berkshire Wilton Partnem, LLC ,~SU~E. ~ Colony Insurance Company 15 River Road; Suite 225 ,~SU.~R C: National Union Fire Ins. Co. of Wilton, CT 06897 ~NSU.~R D: Hartford Undervaltem Insurance Co. INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE iNSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTINtTHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VV;'FH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSDRANCE AFFORDED BY THE POLICIES DESCRIED HEREIN IS SLIEJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS DE SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Lm 1~1~ TYFE OF iNSURANCE POUCY NUM~ER DATE~ DATE JM~&~fY~I UMITS A C.~a~AC Lr~aU'~ VIGP010444 03/27109 03/27/10 E~CH OCCURRENCE X__ BI/PD Ded:5,000 PERSONAL & ADV INJURY $11000,000 D ~.u.~mmm.; UAW, U'n' 31UECUE2402 03/27/09 03/27110 COMBINED SrNGLE LIMIT B ~xc,~ss't mmu~ u,~,a~ FIRS0~013091 03/27/09 03/27110 EACH OCCURRENCE $10~0G0~000 CERTIFICATE HOLDER CANCELLATION Town of Southold, Suffolk County P,O. BOx 1179 Southold, NY 11971 ACORD 25 (200tl08) 1 of 2 #91358091M127078 KJT ® ACORD CORPORATION t988 REScheck Software Version 4.2.2 Compliance Certificate Project Title: The Spite House Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached '1 or 2 Family Heating Type: Non-Electric Glazlag Area Pe*'centage: ¶~ Heating Degree Days: 5750 Construction Site: Owner/Agent: 2670 Village Lane Orient, NY 11957 Compliance: 10.5% B~ter Tha~ Code Maximum UA: 641 Your UA: 574 Designer/Contractor: Ceiling 1: Flat Ceiling or Scissor Truss Wall 1: Wood Frame, 16' o.c. Window 1: Wood Freme:Doubta Pane with Low-E Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Floor 2: Slab-On.Grade:Unheatad Insulation depth: 0.0' 2047 32.0 0.0 70 3250 19.0 0.0 165 480 0.320 154 24 0.400 10 1962 21.0 0.0 88 85 0.0 89 The pmlx:esd building represented in this document is consistent with the buildlng plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Concervatk~ Construction Coda requirements. When a Ragistafod Design Pro~ei has stamped and signed this page, they are attasting that to the heat of his/her knowledge, belief, and pmfesslenei Judgment, such plans or 8peciflcetk)fls en Name - Tltta Date Project Title: The Spite House Report date: 08/06/09 Data fllename: Z:\Mechanical Project Fllas'ddechenicel Project Filas~2007\07-1841 The Spite House~Spits Res Check REV-l.rck Page 1 of 1 GLUCKMAN MAYN ER ARCHITECTS 250 Hudson Street New York NY 10013 tel 212.929.0100 fax 212.929.0833 DATE TO PROJECT RE 30 November 2010 Ms. Connie Bunch Building Department Town of Southold Town Hall Annex 54375 Main Road Southold, New York 11971 Spite House, 2760 Village Lane, Orient, NY Property Description: 1000-26-1-20.1 Building Permit- #35101 TRANSMITTAL Via FedEX- 794165438751 Dear Connie, Please find enclosed the signed and sealed certified letter per request of the building Inspector. Please pass this on to Gary Fish to add to file. I believe this now fulfills all the requirements and requests for attaining the C of O. Please confirm. Thank you. Best regards, £dowa Shimizu Enclosures: (1) original sign and sealed Letter of Certification per Inspectors request Tmvn llall Annex 51375 Main Road F'.(). Box 1179 SouthoM, NY 11971-0!t39 Tclcphonc (fi~31) 7fi5-1802 Fax (631) P,l ;IIi)IN(; I)EPARTMENT TOWN OF $OUTHOLD November 29, 2010 Gluckman Mayner Architects 250 Hudson Street, 10th FI NewYork, NY 10013 RE: Weil, 2760 Village Lane, Orient TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. __ Final Health Department approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 35101-Z additions/alterations FIRE-LIMIT U.L. FIRE DAMPER Model ULIOA - Vertical or Hofizonhal ~~"~ -- ~ I - ~ ~ ~ DAMPER~RP. ~A~., ~. ~1., N.Y. 11716 T:~t~7~1 F:~t~ ~ll~~. FIRE-LIMIT U.L. FIRE DAMPER Model UL10A vertical of horizontal FREE AREA (SQ FT) Duct Width (in.) 4 8 12 16 20 24 28 I 32 36 40 44 48 52 56 60 4 .03 ,09 0.1 0.2 0.3 0,3 0.4 0.4 0.5 0.6 0.6 0.7 0.7 0.8 0.8 8 .09 0.2 0.4 0.6 0.7 0.9 1.0 1.2 1.4 1.5 1.7 1,8 2.0 2.2 2.3 12 0.1 0.4 0.7 0.9 1.2 1.5 1.8 2.0 2.3 2.6 2.8 3,1 3.4 3.6 3.9 16 0.2 0.6 0.9 1.3 1.7 2.0 2,4 2,8 3.1 3.5 3,9 4.2 4.6 5.0 5.3 20 0.2 0.7 1.2 1.7 2,1 2.6 31 3.5 4,0 4.5 5.0 5,4 5.9 6.4 6.8 24 0.3 0.9 1.4 2.0 2.6 3.0 3,7 4.3 4.9 5.4 6,0 6.6 7.1 7.7 8.3 28 0.4 1.0 1.7 2.4 3.0 3.7 4.4 5.0 5.7 6.4 7.0 7.7 8.4 9.0 9.7 32 0.4 1,2 2.0 2.7 3.5 4.3 5.1 5.8 6.6 7.4 8.2 9.0 9.7 10.5 11.3 36 0,5 1.3 2.2 3.1 4.0 4,8 5.7 6.6 7.4 8.4 9.2 10.1 11.0 11,8 12,7 40 0.5 1.5 2.5 3.5 4.4 5.4 6.4 7.4 8.4 9.3 10.3 11.3 12.3 13.2 14.2 44 0.6 1.7 2.7 3.8 4.9 6.0 7.0 8.1 9.2 10.3 11,4 12.4 13,5 14.6 15.7 48 0.6 1.8 3.0 4.2 5.4 66 7.7 8.9 10.1 11.3 12.5 13.7 14.8 16,0 17.2 52 0.7 2.0 3.3 4.5 5,8 7.1 8.4 9.7 11.0 12.2 13.5 14.8 16.1 17.4 18.7 56 0.7 2.1 3.5 4.9 6.2 7.6 9.0 10.4 11,7 13.1 14.5 15.9 17.2 18.6 20.0 60 0.8 Z3 3.8 5.3 6.8 8.2 9.7 '11.2 12.7 14,2 15.7 17.2 18.6 20.1 21.6 STATIC 'RESSURE DROP lin, 1.O .9 .8 .7 .6 .5 .4 .3 .2 .10 .09 .0~ 07 O6 O3 01 67 8 91000 2000 3000 FREE AREA VELOCITY [fnmt FREE AREA VELOCITY (FPM) = Flow (CFM) Free Area (Sq. Ft.) SPIT HOUS 2'760 VILLAGE LANE ORIENT, NEW YORK 1195'7 DEPARTMENT OF BUILDING SUBMISSION 13 AUGUST 2009 ARBHITEBT: BLUBKMAN New York, 250 Hudson Street, Tel. 212.929.0100 MAY~ER New York Fax 212.929.0833 !0013 ARBH ITEBTS CONTRACTOR: DENNIS McMAHDN 133 Central Avenue Tel. 631.477.9483 Oreenporf, New York 1944 COMPLY V/qTH ALL CODES OF NEW YORK STAYE & TOWN CODES -,-, ~-~ r , N OF AS REQUIREd/AN .' ,~OI,I~,T,O. S V SOLr"40LD:I.,'' '3.' L,--~',~' "' ?LA*,qlkSBOARD ~,I.Y ~. DE, FLOOD ZONE ............. COMPLY WITH CHAPTER '46" FI.OOD DAMAGE PREVENTION $OUTHOLD TOWN CODE. OCCLIPANCY OR USE IS UNLAWFUL WITHOUT CERTIF!CATL OF OCCUPANCY pLuMBEB cERTIFICATION ON LEAD CONTENT BEFORE cERTIFICATE OF OCCUPANCY SOLDER uSEO IN WATER SUPPLY sYSTEM CANNOT ExcEED 2/10 OF 1% LEAD. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED 'TESTING 9~.FORE COVERID, DRAWINB LIST: AO00 COVER SHEET AO01 GENERAL NOTES AND SYMBOLS AO02 BUILDING DEPARTMENT NOTES A010 SITE PLAN AIO0 BASEMENT PLAN A101 GROUND FLOOR PLAN Al02 2ND FLOOR PLAN A103 ATTIC PLAN Al04 ROOF PLAN A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS A303 WALL SECTIONS S1 ]NDATION AND FIRST S2 :OND FLOOR AND LOW S3 )F FRAMING PLAN S4 UCTURAL NOTES S5 UCTURAL DETAILS P1 P~MBING RISERS AND FLOOR FRAMING PLAN R~OOF FRAMING PLAN SPECIFICATIONS REWIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTEB 236 OF THE TOWN OODE, CERTIFICATION OF NAILING & CONNECTION8 REQUIRED. t I GENERAL 1, NOTES THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPENQES BEM~EEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS OTHERWISE INDICATED. WALLS SHOWN TO 'ALIGN' SHALL BE FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER THE FLOOR CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID THE ARCHITECT IS TO BE NOTIFIED SO THAT WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING WITH ADDITIONAL DONSTRUDTION. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/ GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMIT[ED TO THE ARCHITECT FOR APPROVAL SHOULD CONTRACTOR FIND ANY DISCREPENCY, OMISSIONS, AMBIGUITIES OR CONFLICTS IN ANY OF THE CONSTRUDTION DRAWINGS, OR BE IN DOUBT AS TO THEIR MEANING, HE MUST BRING THE QUESTION TO THE AT[ENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL REVIE~ THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPEQFIED~ WILL ISSUE A WRI]~EN CLARIFYING ADDENDUM. NEITHER THE OWNER NOR THE ARCHITECT WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS. WRI]TEN REQUESTS MUST BE SUBMIT[ED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER/ GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST, AND POSSIBLE IMPACT TO THE PROJEDT. THE CONSTRUCTION MANAGER/GENERAL CONTRADTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. A. ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION OPERATIONS ARE TO BE DONE IN ACCORDANCE WITH OWNER REQUIREMENTS AND ALL GOVERNING CODES. B. WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS EXCEPT THOSE SPECIFICALLY DESIGNATED TO REMAIN. C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS EXISTING AT THE SITE. THE CONSTRUDTION MANAGER/GENERAL CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES OR QUESTIONABLE ITEMS. D. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER. E. PRIOR TO COMMENCMENT, CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS DESIGNATED TO BE REMOVED AND TO BE PRESERVED, AS WELL AS ALL EXISTING UTILITIES AND DETERMINE ALL REQUIREMENTS FOR DISCONNECTING, CAPPING OR PROTECTING ALL SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY, BUILDINC MANAGEMENT OR AGENCY INVOLVED. F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES AFTER DHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED OFF WITHIN EXISTING WALLS OR SLABS. G. USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE PERFORMANCE OF THIS WORK AND PREVENT DUST FROM BEING A NUISANCE TO THE TENANTS, NEIGHBORS, WORKMEN AND CONCURRENT PERFORMANCE OF THE WORK. H. REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. PARTITIONS: A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN, B. ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARITIES AND SHALL MATCH ADJACENT WALLS IN FINISH AND THICKNESS. C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE DONE IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND EXISTING MATERIALS. D. WHERE DEMOLITION HAS OCCURED, CONTRACTOR SHALL FILL ALL HOLES, PATCH SMOOTH AND LEVEL ALL REMAINING SURFACES, INCLUDING WALLS, FLOORS AND CEILINGS. SQUARE ALL CORNERS, AND PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISHES. 10. 11. CLEAN UP: THE CONSTRIUCTION MANAGER/GENERAL CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATION OF MATERIAL AND DEBRIS. PREMISES SHALL BE LEFT BROOM OLEAN AT THE CLOSE OF EVERY WORIK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT THE COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWIING CLEANING: CLEAN FIXTURES, [EQUIPMENT, FINISH HARDWARE, PAINTED AND DECORATED SURFA(CES, AND REMOVE MARKS, STAINS, PAINT, DIRT AND OTHER S;OILING RESULTING FROM THE WORK OF THIS CONTRACT CONTRACTOR SHALL PIROVlDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER AiNY STRUCTURAL WORK IS INVOLVED. FIRE SAFELY: A. ALL BUILDING MATIERIALS STORED AT CONSTRUCTION AREA ARE TO BE SECURED lIN A LOCKED AREA WiTH ACCESS CONTROLLED BY THE OWNER AMD/OR CONSTRUCTION MANAGER/GENERAL CONTRACTOR. B. ALL MATERIAL TO IRE STORED IN AN ORDERLY FASHION. C. ALL FLAMMABLE MJATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR (ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE KEPT AWAY FRIOM HEAT OR OPEN FLAMES. D. ALL FLAMMABLE MJATERIALS TO BE USED AND STORED IN AN ADEQUATELY VlENTILATED SPACE. E. ALL ELECTRICAL PtOWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CIONDUIT. F. ALL ELECTRICAL P~OWER iN THE CONSTRUCTION AREA IS TO BE SHUTOFF AFTDR WORKING HOURS. G. CONSTRUCTION MANNAGER/GENERAL CONTRACTOR AT ALL TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF NATURAL GAS IN BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION. H. CONSTRUCTION MANNAGER/GENERAL CONTRACTOR SHALL NOT BURN A~'f g£BRIS; OR MAINTAIN ANY OPEN FLAMES ON THE SITE, ABBREVIATIONS ABOVE FINISHED FLOOR AFF ACCESS PANEL A.P. ACOUSTICAL ACOUS. ADJACENT ADd. AIR CONDITIONING A/C ALUMINUM AL. APPROXIMATE APPROX. ARCHITECTURAL ARCH. BLOCKING BLK'G CEILING CLG. CEILING HEIGHT C.H. CENTER LINE CL. CERAMIC TILE C.T. CLOSET CLO. COLUMN COL. CONCRETE CONC. CONSTRUCTION CONST. CONTINUOUS CONT. DETAIL DTL DIMENSION DIM. DOOR DR. DOUBLE DBL. DOWN DN. DRAWING DWG. EACH EA. ELECTRIC/ELECTRICAL ELEC. ELEVATION EL. EMERGENCY EMER. EQUAL EQ. EQUIPMENT EQPT. EXISTING EX'G EXTERIOR EXT. FINISH FIN FINISH FLOOR FIN. FL. FIREPROOF FPRF. SELF-CLOSING S.C. FLOOR FL. FLOOR DRAIN F.D. FLUORESCENT FLUOR. FOOT/FEET FF. BY OTHERS/OWNER B.O. GLASS GL, GRILLE GRL. GROUND FAULT INTER. GFL GYPSUM WALLBOARD GWB HA~qDRAIL HNDRL HARDBOARD HDBD. HARDWOOD HDWD. HEATING, VENT.& A/C HVAC HOLLOW METAL H,M. HORIZONTAL HORIZ, INCHES IN. INSULATION INSUL. JUNCTION BOX J.B. LAMINATE LAM. LOW VOLTAGE LV. MATERIAL MAT'L MAXIMUM MAX. MECHANICAL MECH. METAL MTL. MINIMUM MIN. MISCELLANEOUS MISC. MOLDING MLDG. MOUNTED MTD. MULLION MUL. NOMINAL NOM. NOT APPLICABLE N.A. NOT IN CONTRACT N.I.C. NUMBER NO. ON CENTER O.C. OPENINO OPN'G OPPOSITE OPP. PAINTED PTD. PERFORATED PERF. PLASTIC LAMINATE P.LAM QUANTITY QTY, RECESSED REC. REQUIRED REQ'D RETURN AIR R.A. REVISE/REVISION REV. ROOF DRAIN R.D. ROUGH OPENING R.O. SCHEDULE SCHED. SECTION SECT. SHEET SHT. SIMILAR SIM. SQUARE FOOT SQ.FT. STAINLESS STEEL S.STL STANDARD STD. STEEL STL. STORAGE STOR. TELEPHONE TEL. TO BE DETERMINED T.B.D. TYPICAL TYP. UNLESS OTHERWISE NOTED U.O.N. VERIFY IN FIELD V.I.F. VINYL TYLE V.T. WiTH wW/ WITHOUT 0 WOOD WD. LOCATION MAP DRAWING I~ 3RD FLOOR X X X REFERENCE IDENTIFICATION 11957 SYMBOLS ELEVATION NUMBER COLUMN LINES LEASE LINE BREAK LINE SECURI~ MESH HIDDEN ON OVERHEAD LINE DIMENSION LINE ~ ALIGNMENT SYMBOLS DETAIL SYMBOL_ ELEVATION SYMBOL BUILDING SECTION DRAWING TITLE SYMBOLS ROOM IDENTIFICATION DOOR NUMBER PARTITION TYPE WINDOW NUMBER REVISION SYMBOL 2 11957 WALL TYPES I STUD WALL CONSTRUCTION CMU CONSTRUCTION 1 HR. FIRE RATED WALL MATERIAL SYMBOLS CONCRETE GRANFE STEEL ALUMINUM BRASS, BRONZE OR COPPER MARBLE FINISH WOOD CONTINUOUS BLOCKING OR STRUCTURAL WOOD NONCONTINUOUS BLOCKING OR SHIM RIGID INSULATION SEALANT WITH BACKER ROD PLYWOOD (3"=1'-0", 1 1/2"=1'-D") PLAS C LAMINATE OR WATER PROOFING MEMBRANE ~3Y,?S~J,M WALL BO~D =1-0, 1 1/2 =1'-0") PLASTER ON METAL LATH 1 1/B"=r-o") ,~3C.OU~IC~L TILE, ...... =1 -0, 1 1/2 =1 -0) GLASS p"=l'-O", 1/2"=r-0") BATr INSULATION CARPET WITH PADDING G,gpJ~flc ,gR QUARI~Y 71L.~,. (5'=1'-0, 1 1/2 =1 -0 ) RESILIENT FLOORING (3"=1'-0", 1 1/2"=1'-0") BLASS iN ELEVATION OPENIND OR VOID GENLHAI NOTE' All dlawlngs, specifications, plans, ideas, referred Lo are he ~ oF and owned QILIC kn-',m n wheLher NO. DATE SUBMISSrON 11.21.07 2 02.20,08 3 08,13.09 ISSUED FOR DOB PERMIT YE ISSUE TO CUENT Z~ ISSUED FOR DOB PERMIT MEP ENGINEER Nun,rog{on Engineering ConsulkTil(s .501 IKlh Avenue, Suite '1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P E. 15 Railroad Avenue, SLliLe 301 Kingston, NY 12z101 QLUCKMAN,M~'YNER SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 GENERAL NOTES AND SYMBOLS SCALE: 1/4"=1 '-0" DATE: 68.12.09 DRAWN: CC, ES CAD FILE: AO01.DWG © Copyright Gluckman AO01 Mdyner Architects LIGHT AND VENTILATION LIGHT VENTILATION FLOOR HABITABLE ROOM AREA OF ROOM AREA OF GLAZING % OF ~LAZING TO AREA OF ROOM AREA OF NATURAL VENTILLATION ~ OF NATURAL VENTILLATION TO AREA OF ROOM PROPOSED REQUIRED BY CODE PROPOSED REQUIRED BY CODE ENTRY 49 SQUARE FEET 5 SQUARE FEET 10 % 8% 20 SQUARE FEET ,~1% 4~ LIVING / DINING ROOM 567 SQUARE FEET 65 SQUARE FEET 11% 8% 47 SQUARE FEET 8 % 4% 1 PORCH 196 SQUARE FEET 143 SQUARE FEET 75 % 8% 65 SQUARE FEET 55 ~ 4% KITCHEN 212 SQUARE FEET 4,8 SQUARE FEET 22 % 8% 21 SQUARE FEET 10 % 4,% STUDY 164 SQUARE FEET 92 SQUARE FEET 56 % 8% 25 SQUARE FEET 15 % ,~% MASTER BEDROOM 24,5 SQUARE FEET J,5 SQUARE FEET 18 % 8% 25 SQUARE FEET 10 % 4% GUEST BEDROOM 1 136 SQUARE FEET 28 SOUSE FEET 21% 8% 23 SQUARE FEET 17 % 4~ 2 GUEST BEDROOM 2 177 SQUARE FEET 35 SQU~E FEET 20 % 8% 21 SQUARE FEET 12 % 4% STUDIO 270 SQUARE FEET 34 SQU~E FEET 13 ~ 8% 27 SQUARE FEET 10 % 4~ SITDNG ROOM 77 SQUARE FEET 22 SQUARE FEET 29 % 8% lA SQUARE FEET 18 % 4~ REScheck Software Version 4,2.2 Compliance Certificate Project Title: The Spile House Eneroy Coda: SuffOlk County New York BUILDING DEPARTMENT NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.), THE CO)DE OF THE TOWN OF SOUTHOLD, FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND ALL OTHER AGENCIES HAVING JURISDICTION. 2. BEFORE COMMENCING WORK, THE CONSTRUCTION MANAGER/ GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE RESPONSIBLE FOR REQUIRED APPROVALS BY THE DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES HAVING JURISDICTION. THE OWNER SHALL FILE AND OBTAIN APPROVAL OF THE PLANS AND SPECIFICATIONS. GENERAL NOTE: Olucl<nqen /nar cts, whether prop for ,ared ~s execuLed NO. DATE SUBMISSION 11.21.07 2 02.20,08 5 08.15.09 MEP ENGINEER Hamngton Engineering Consultants 501 Fii[h Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E zlO Mary's Lone Stone R~dge, NY 12484 ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT ISSUED FOR DOB PERMIT 3. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGNOFFS. 4. ALL CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: DOORS, MASONRY, CONCRETE, STEEL, WOOD, GLASS, HUNG CEILINGS, ETC. SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.), THE CODE OF THE TOWN OF SOUTHOLD, AND ALL OTHER AGENCIES HAVING JURISDICTION. 5. SHAFTWALLS, MECHANICAL SPACES AND ANY OTHER REOUIEEQ FIRE SEPARATIONS ARE TO BE FIRE RATED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.) USE AND OCCUPANCY CLASSIFICATION: R-3 HEIGHT AND FIRE AREA: ~ STORIES 4#¢/L~'L"¢' ~PE OF CONTRUCTION: WOOD FRAME 9. DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE (2002 ED.), THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) 2001 EDITION, ASTM E1996-06 (STANDARD SPECIFICATION FOR PERFORMANCE OF EXTERIOR WINDOWS AND DOORS), & ASTM E1886-05 (STANDARD MISSLE TEST FOR EXTERIOR WINDOWS & DOORS). SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO, 07004 BUILDING DEPARTMENT NOTES SCALE: N.T,S DATE: 06,12.09 DRAWN: CC, ES CAD FILE: A001.DWG © Copyright Gluckmon AO02 Moyner Architects DRAINAGE CALCULATIONS FOR 2" RAINFALL ROOF AREA: 1,971 SF DECK AREA: 521 SF TOTAL AREA: 2,492 SF REQUIRED DRAINAGE: 2,492 SF X .167 FT = 416 CUBIC FEET DRAINAGE PROVIDED: DRYWELLS 1,2,3 & 4 DIM: 8 FT DIA. X 5 FT DEEP CAPACITY: 3.14 X 16 SQFT X 3Fl = 150 CUBIC FEET X 4 DRYWELLS = 600 CUBIC FEET TOTAL gENERAL NO[E: project for NO. DATE 2 07.31.07 3 08.18,07 08.20.07 5 08.29.07 6 09.1¢.07 8 02.20.08 9 07.21.09 10 08.03.09 11 08.13.09 whelher (ha SUBMISSION ISSUED FOR DOB PERMIT ISSUED FOR TRUSTEES REVISED FOR TRUSTEES A ISSUED FOR ZDA/LANDMARK REVISED FOR TRUSTEES //~ PRELIMINARY PRICING ISSUED FOR DOB PERMIT VE iSSUE TO CLIENT Z~ PRELIM REV FOR DOD PERMIT,/~ ISSUED FOR TRUSTEES/~. ISSUED FOR DOB ORIENT HARBOR 141,07' ~N15'32'48"W EL +1 SOIL REMOVAL LIMITED TO NEW FOOTINGS UNDER AREA OF NEW CONSTRUCTION 42'-6" EL ARO S~RACR ...~/ PROPERLY UNE 8'-10" _J EL +6'-8" NEW DECK & STEPS ~ DECK BELOW SITE PLAN eX'G e METER TO BE RELOCATED EX'O ACCESS WELL TO REMAIN ROOF ABOVE DECK ~X'G EWO-STORY STRUCTURE EX*G RIDGE I~. NEW GAS LOCATION METER TO BE RELOCATED i DW4 ~ 137,54' S10'49'00"E NO EXIST. SIDEWALK VILLAGE LANE -- DqSTING BULKHEAD 12'-0" & LEADERS AS REQ'D, IYP. b ALL ROOF DUFFERS AND LEADERS DOWNSROUTS TO DRAIN TO 8'-0" DIA, BY 3'-0" DEEP DRYWEELS AT FOUR CORNERS OF THE HOUSE, PROVIDE 3 NEW DRYWELLS AND SALVAGE EX'G FOR REUSE OF HAY BALES DURINB CONSTRUCTION, IF REQ'D. 29'-0" NEW PORCH AND STEPS III i I EX'G CONC, CURB EX'G DRIVEWAY SOIL REMOVAL LIMITED TO NEW FOOTING UNDER AREA OF NEW CONSTRUCTION AREA: 10818 SF EXISTING BUILDING ENVELOPE: 1925 PROPOSED BUILDING ENVELOPE: 1900 LOT COVERAGE: 17.6% SOIL REMOVAL LIMITED TO RE-GRADING EX'D PLANTED AREA TO MATCH DRIVEWAY ELEVATION SF SF I~CAS VALVE, LOCATION TBD E -- E EX'G UTILI~ POLE, LOCATION TBD EX'G CURB TO REMAIN PERCOLATIVE PAVING BLOCKS. MEP LNGINLER I Lunir~§ton Englneeling ConsLIl[Onls 501 Fifth AVeI'LIO, %ud,.s mOD New York, NY I0017 S/RUCTURAL ENGINEER Ross Dollond, P,E 15 Rollrood Avenue, Su,Le 501 K~ngston, NY 12~01 GLUCKMAN MAYNER ARCH TECTS ?~ Xofk, NY 100~3 SPITE HOUSE ORIENT, NY 11957 PROJECT NO. 07004 SITE PLAN SCALE: 1/8"=1 '-0" DATE: 08.12.09 DRAWN: CC, ES CAD FILE: SITE PLAN,DWG © Copyright A010 Gluckman Mayner Architects q) ( I I I k IL I I m i i ir U UPPER RIDGE q) · POSTS ETRUCllJRAL If_ FLOOD VENT; INSULATED SMART VEi~ (# FILL BASEMENT WITH SAND TO ADJ GRADE EX'G WINDOW -- REPLACE ACCESS DOOR WITH NEW FLOOD VENT; INSULATED SMART VENT (#1540-520/16"X8") REMOVE EX'G ACCESS WELL MD FILL TO ORADE EX'O POSTS TO _ ~ U _ _1 L _ NEW F[,OOD VENT; INSULAIED SMART VENT RLL EX'G WINDOWS. NEW FLOOD VENT; INSULATED SMAI~ VENT (~1540-521/1B'X §') ENLARGE EX'G OPENING TO 20" liT FILLEX'G WINDOW OPENING.(FOR DUCT) ENLARGE EX~G OPENING TO 24" HT ~ OPENING. (FOR DUCT) 12"X14' OPENING FOR SUPPLY DUCT A i REINFORCE EXISllNG FIREPLACE FOUNDATION AS REQ'D NEW OPENING 8" CMU,-- REF. DWG, Si NEW OPENIN FOR DUCT lO'X12' EX'D WINDOW FgOOD 1540~530/15'X8') = 806sf NET OPEbWNO REQ'D BO6sf = 806si TOTAL PROVIDEDI= (5) 16'XD' SMANT VENTS (EACH 200sf CEMIFIED) /5) 200sf = lO00sf IRAWL SPACE = 230sf ET OPENING REQ'D. 30sf = 23Dst TOTAL ROVIDED = (2) 16"X8' SMART (EACH 200sf (2) 200sf = 400sf SLAB ON GRADE PIPE EX'G FOUNDATION WALL TO REMAIN -- EX'G 6" WASTE / LINE LEGEND I EXISTING TO REMNN ,f 8'-0' NEW OPENING NEW MASONRY CONSTRUCTION NEW PARTITION CONSTRUCTION CONSTRUCTION NOTE: 1. ALL NEW WOOD DOOR AND WINDOWS. 2. ALL NEW GU1TERS AND LEADERS. 3. CONFIRM ALL DIMENSIONS W/ ARCHITECT IN FIELD. 4. ALL FLOOD VENTS TO BE INSTALLED MAX. 12" ABOVE GRADE. SPACE = 460sf NET OPENING REQ'D. 460sf = ¢60si TOTAL PROVIDED = (1) 16"X8" SMARIT VENTS. (EACH 200sf CERllFIED) (1) (EACH 400sf CENllRED) (2) VENTS = 600SF NEW 6' CMU ON EX'G SLAB IN DOOR; INSULATED SMART FT, L_(~ EX'O STL COLUMN ~P'EL +7'-2 1/2' 20"X24" OPENING FOR DUC]WORK FOUNDATION W/ 1HR FIRE RATED UNDERSIDE. PLUMBING PIPES TO BE INSULATRD. ~'G SLAB ON GRADE ; INSULATED SMART VENT GARAGE OPENING TO MATCH NEW POSTS _ REF. STRUCTUI~.AL DWG - ~_ GANAGE ~1~ UPPER RIDGE m GENERAL NOTE. All drawmgs, specifications plans ideas, arronqements and des[OhS represented or reFerre~d to are the property of and owned by Oluckman Moyner Architects, whether the project for which they are prepared is executed or not. They are created, evolved, developed and produced solely for use on and n connection with th~s project and none of the above may be disclosed or given [o or used by any person, firm or corporobon for any use or purpose whatsoever except upon the written permission and drecbon of Oluckmon Mayner Architects. NO. DATE SUBMISSION 07.10.07 08.20.07 09,14,07 11,21.07 02.20.08 07.14.09 08,13.09 09.04.09 10.22.09 ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT Z~ PREUM REV FOR DOB PERMIT/~ ISSUED FOR DOB PERMIT iSSUED FOR BID ISSUED REV FOR PERMIT MEP ENGINEER Hamngton Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dallond, P.E. 15 Railroad Avenue, Suite 501 Kingston, NY 12~01 GLUCKMAN MAYNER ARCHITECTS SPITE HOUSE 2760 VILLa, GE LANE ORIENT, NY 11957 PROJECT NO. 07004 BASEMENT PLAN BASEMENT PLAN SCALE: 1/4"=1'-0" DATE: 08.12.09 DPJ~.WN: KS, ES CAD FILE: AIOO.DWG © Copyright AIO0 Gluckman Mayner Architects WOOD DECK W/ TRELLIS ABOVE/ WOOD STEPS TR:(5)@12", RS:(6)O~" GAS VALVE FOR OUTDOOR COOKING @ @ @ @ ~XISTING E ~CLOSED PORCH TO REMAI7 :l EXISTING FLOOR CONSTRUCTION ALIGN. @ 0 II. i 104 ) UWND/DtRIND 1F 9N. FLOOR -- FIREPLACE UP RS:(IO)OI¢~" AREA OF NEW EXTERIOR ZONE AT FIRST FLOOR @ @ SHWR d-~FOL:O~SARARE DOOR 5'-10" 1 HR RATED WALL o® LEGEND I EXISTING TO REMAIN NEW MASONRY CONSTRUCTION NEW PARTITION CONSTRUCTION CONSTRUCTION NOTE: 1, ALL NEW WOOD DOOR AND WINDOWS. 2. ALL NEW GUITERS AND LEADERS. 3. CONFIRM ALL DIMENSIONS W/ARCHITECT IN BELD RNG/ OVEN II08 ID^P~DE/STOP~DEI ~ EL +7'-2 1/2' PLATFORU 4'-0" NEW CONSTRUCTION -RAISED PT WOOD PLATFORM~ FOR ~QLUB. 'RELOCATE EX'G HOT WATER HEATER RELOCATE EX'G WATER STORAGE TANK 'EX'G STL COLUMN EX'G SLAB ON ~ GRADE 'RELOCATE EX'O BOILER · ELECTRICAL PANEL WOOD STEPS TR:(4)010", RS:(§)@6~" MECH VENT ABOVE GARAGE DOOR WOOD PORCH & STEPS, TR:(4)@I 2", RS:(5)~6]" PLANTING , CONDENSER RNSED TO EL+11'-O" \ \ \ \ \ \ \ \ \ PERCOLATIVE PAVING BLOCKS \ \ \ GENERAL NOT~: All dr@wings, specdicobons, orrongemenLs @nd deSlC relerred to ore Ll~e Oluckmon ,her pi@ns, [de@s, }resea~ed or owned whelher NO. DATE 07.10.07 2 08.20.07 3 09.14.07 4 09.25.07 5 11.21.07 6 02.20.08 7 07.14.09 8 08.13.09 SUBMISSION ISSUED FOR DOS PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR ZBA/LANDMARK ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT Z~ PREUM REV FOR DOB PERMIT/~ ISSUED FOR DOB PERMIT MEP ENGINEER I-lanm¢on Engineenng ConsulLonts 501F, rLh Avenue, Suite 1809 New YON<, NY 10017 STRUCTURAL ENCINEER Ross Danond, P E qO Mary's Lone Stone Ridge, NY 1248& ¢'k U"¢ K SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 GROUND FLOOR PLAN ~ GROUND FLOOR PLAN SCALE: 1/4' = 1'~0" SCALE: 1/4"=1'-0" DATE: 08.12.09 DRAWN: CC, ES CAD FILE: A101.DWG © Copyright Oluckmon A101 Mayner Architects WOOD ABOVE RO0 MEMBRANE I I 2ND FLOOR PLAN ~ 2F FIN. FLOOR ~¥E. +18'-7 ~/4" CON!STRUCTION EX'O- ATtiC HATCH ~rBEDROOM 21 3'-0" ,~ SILTING RM [ __ L r~To~cE W/iD I J J MECH VENTS RETURN AIR ?? SEE STRUCTUR DRAWINGS ~d' EL +18'-7 3/4" SLOPED CLG. ABOVE LEGEND I CONSTRUCTION NOTE: EXISTING TO REMAIN NEW MASONRY CONSTRUCTION NEW PARTITION CONSTRUCTION 1. ALL NEW WOOD DOOR AND WINDOWS. 2, ALL NEW GUTTERS AND LEADERS. 3. CONFIRM ALL DIMENSIONS W/ ARCHITECT IN FIELD GENERAL NOTE: All drawings, specff~cotions, plans, ~deos Qri-QiqE~emeN~s ond desto s represenled or OluokrT~an ts, whether NO, DATE 07.10.07 2 0B.20,07 3 09.14.07 4 11.21.07 5 02.20.08 6 07.I4.09 7 08.15,09 SUBMISSION ISSUED FOR DOB PERMIT iSSUED FOR ZBA/LABDMABK PRELIMINARY PRICING ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT PRELIM REV FOR DOB PERMITz~ ISSUED FOR DOB PERMIT MEP ENGINEER Engineering ConsuitenLs 50I Fifth Avenue, Suite 1809 New Yorl<, NY I0017 STRUCTURAL ENGNEER Ross DoIImFId, P E. 40 MmT'6 Lone Stone Ridge, NY 1248~ SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 2ND FLOOR PLAN SCALE: 1/4"=1'-0" DATE: 08.12.09 DRAWN: CC, ES CAD FILE: A102.DWG © Copyright Oluckmen A102 Mayner Architects ?? EX'O KNIEE WALL AT ATrlC DECK BELOW W T~'IC VENT FLUE ¢~-~ ~RELOCATE FOLDABLE STAIR. SEE STRUCTURAL DRAWINGS -I' -r-.~l-,~----F'q i J~l~l~l~l I I I I L_J ._1 _L _L J_ ]_.~t---L.d EX'D KNEIE WALL AT ATTIC ATTIC PLAN SCALE: 114" = 1'-0' LED£N._D i F CONSTRUCTION NOTF' 1. ALL NEW WOOD DOOR AND WINDOWS. 2. ALL NEW GuTrERs AND LEAOERS. 3. CONFIRM ALL DIMENSIONS W/ ARCHITECT IN FIELD EXISTING TO REMAIN NEW MASONRY CONSTRUCTION NEW PARTITION CONSTRUCTION i_ referred Lo are [he ownecr CrucNman 'net sts, whellner proje~ for ~ored is executed NO. DATE 07.10.07 2 08.20.07 3 09.14.07 4 11.21.07 5 02.20.08 7 08.13.09 SUBMISSION ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT Z~ PRELIM REV FOR DOB PERMITz~ ISSUED FOR DOB PERMIT MEP [NGINEER Haning~on Engineering Oansultonls 501 Fifth Aven~le, SuiLe 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dalland, P.E. 15 Ra,rroad Avenue, Suite 501 K~ngsLon, NY 12d01 GLUCKMAN SPITE HOUSE 2766 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07604 ATTIC PLAN SCALE; 1/4"=1'-0" DATE: 08.12,09 DRAWN: CC, ES CAD FILE: A103,DWG © Copyright Gluckman A103 Mayner Architects '/ TRELUS BELOW NEW oUTrER, IYP. NEW GUTTE~, 1YP. -I DECK BELOW ,II !'/ REPLACE OU1TER & LEADER AS REQ'D, IYp, [il I! --NEW GLFITER, & AS REQ'D, LEGEND I I EXISTING TO REMAIN NEW CONSTRUCTION J I NEW CONSTRUCTION CONSTRUCTION NOel ~. ALL NEW WOOD DOOR AND WINDOWS. 2, ALL NEW GUTrERS AND LEADERS. 3. CONFIRM ALL DIMENSIONS W/ARCHITECT IN FIELD 1 GENERAL NOIE All drawings, specifications, plans, ideas, NO. DATE SUBMISSION 07.10.07 08.20.07 09.14.07 10.01,07 11.21.07 02.20.08 07.~4.09 08.13.09 ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR ZBA/LANDMARK A ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT ~ PRELIM REV FOR DOB PERMIT/~ ISSUED FOR DOB PERMit MEP ENGINEER Eng~neeNng Consultanls 501 F, rth Avenue, SurLe 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross P.E 15 Railroad Avenue, Suite 501 NY 12d01 GLUCKMAN MAY.NER AR'CHITECTS SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 ROOF PLAN (~ ROOF PLAN SCALE: 1/4": 1'-0' DATE: 08.12.0g DRAWN: CC, ES CAD FILE: A104. DWG © Copyright A104 Gluckman Mayner Architects ~ EL +20'-2 1/~" CEDAR BOARD NEW WINDOWS CEDAB BOARD WOOD DECK- & STEPS BEYOND EX'D CONCRETE FOUNDATION WALL- REPLACE ACCESS DOOR WI1H REMOVE EX'O ACCESS EAST El SRJCCO CHIMNE~ J[ I FLOOD VENT & VENT OPENINGS, TYP, REP[ACE WINDOWS CEDAR SHINGLE SIDING WN~ (#1540-520/~$'XB' ; BIB EX'C i DO R OPENING m REPLACE WINDOW DOOR ~ WINDOW OPENINGS, T~p, NEW ~WOOD PO~CH FURNACE & HOT WATER HEATER VENTS NEW ASPHALT SHINGLES REPLACE GUll'ER & LEADER AS REQ'D, IYp CEDAR SHINOLE SIDINO WOOD GARAGE DOOR EX'O AC UNITS, RAISED EX'G CONCRETE FOUNDATION WALL CEDAR IBOARD SIDING AT GABLE END GU1TER & LEADEB AS BEQ'D, TYP NEW WINDOW NEW DOORS NEW D DECK & STEPS SHINGLE SIDING BOARD SIDING WINDOW CONSTRUCTION NOTE: 1. ALL NEW WOOD DOOB AND WINDOWS. 2, ALL NEW GU17ENS AND LEADERS. GENERAL NOTE' All drawings, specifications, plans, ideas, arrangements and designs represented or referred to are the property of and owned by Oluckman Mayner Architects, whether the project for which they are prepared is executed or not. They are created, evorved, developed and produced solely for use on and [n connection with this proect and none of the above may be disclosed or given to or used by any person, whatsoever except upon Lhe written permission and drectlon of Oluckman Mayner Architects. ~MEAN . 2U GED NO. DATE 07.10.07 2 08.20.07 3 09.14.07 4 09.25.07 5 10.01,07 6 11.21.07 7 02.20.08 8 07.14.09 9 08.11.09 10 08.13.09 11 09.04.09 12 10,22.09 1F RN. FLOOR SUBMISSION ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR ZBA/[ANDMARK ISSUED FOR ZBA/[ANDNARK ISSUED POE DOB PERMIT VE ISSUE TO CUENT PRELIM REV FOR DOD PERMIT~ ISSUED FOR LANDMARKS ISSUED FOB DOB PERMIT ISSUED FOB BID ISSUED REV FOR PERMIT MEF ENCINEER Flan[ngton Engineenng Consultants 501 FTftI~ Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dalldnd, P.E. 15 Railroad Avenue, Suite 301 Kingston, NY 12'101 GLUCKMAN MAYNER 2F FIN. FLOOR ARCHITECTS t~! SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 IF FiN. FLOOR EL +10'-0' $ EXTERIOR ELEVATIONS / EL +7'-~ l/~' EX'O CONCRETE SCALE: 1/4"= 1'-0" FOUNDATION WALL EX'G VENT TO REMAIN DATE: 08.12.09 SOUTH ELEVATION I i I Ol-2OZSW s~: ~/~.=~,~. ' ' ~ Copyright Gluckmon Mayner Architects ~X'O CUPOLA ~ EL +2T-7 STUCCO CHIMNEY ~ MEAN HT ~2(UNCH~NGEOI ~ EL +2,r-1 3/4' CEDAR BOARD SIDING F..X'G WINDOW OPENINGS GARAGE DOOR CEDAR SHINGLE SIDING "er" EL +6'-3' _ELEVATION J 1 INFILL EX'G WINDOWS INSULATED SMART FLOOD VENTS L~ REF. STRUC1 CONSTRUCTION NOTE: 1. ALL NEW WOOD DOOR AND WINDOWS. 2, ALL NEW DUTFERS AND LEADERS. CEDAR BOARD SIDING WINDOW OPENINGS DOORS & WINDOW CEDAR TRELLIS BOARD ~ OUARDRAIL °1 EX'D WINDOW WINDOWS, 1YP. CEDAR BOARD ALUMINUM HANDRAIL EL+26'-4 1/4' 2F RN. FLOOR IF RN. FLOOR FLOOD PLANE REPLACE WINDOW UEAN mlm. ~I(UNCHANGED~)'~ INFILL EXISTING WINDOW OPENING NEW ROOF WOODI DOOR ALUMIINUM HANDRAIL / RELOCATE EX'G CAS I~ETER I NO TH' ELEVATION I I I I r I I I -- ~EPEACE GUTrER & LEADER AS REO'D, 1YP. CEDAR SHINGLE SIDING EX'G AC UNlffS, RAISED EL +18'-7 GENERAL NOTE: All drawings, specificatlorm, ptans, ideas, arrangements and designs represented or referred to ore the property of and owned by Gluckman Moyner Architects, whether the project for whmh the)/ ore prepared is executed or not. The)/ ore created evolved, developed and produced solely for use on and n connect[on with Ibis project and none of the above mo)/ be disclosed or given to or used by on)/ person, firm or corporation for any use or purpose whatsoever, except upon the written permission and d~rection al Gluckman Moyner Architects. NO. DATE SUBMISSION 1 07.10.07 2 08.20,07 5 09.14.07 4 09.25.07 5 11,21.07 6 02.20,08 7 07.14.09 8 08.11.09 9 08.15.09 10 09,04,09 ISSUED FOR DOD PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR ZBA/LANDMARK ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT ~ PRELIM REV FOR DOB PERMIT/~ ISSUED FOR LANDMARKS ISSUED FOR DOB PERMIT ISSUED FOR BID ISSUED REV FOR PERMIT /'~ MEP ENGINEER Engineenng Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P E. 15 Romlrood Avenue, Suite 501 Kingston, NY 12~01 GLUCKMAN MAYNER ARCHITECTS SPITE HOUSE 2760 VILLA, GE LANE ORIENT, NY 11957 PROJECT NO. 07004 EXTERIOR ELEVATIONS SCALE: 1/4"=1'~" DATE: 08_12.09 DRAWN: KS, ES CAD FILE: A201-202.DWG © Copyright A202 gluckmon Mayner Architects 1 EXISTING SUBFLOOR BATr INSULATION NEW PTD. GUTFER, ~P. EXG 2"X7" TAPERED JOIST APPROX. 27" O.C. EXG 2"X5" JOISTS @ 16" O.C. ~P ' GWB, PATCH AS REQ'D DOUBLE HUNG WINDOW EXTERIOR WALL CONST. NEW RED CEDAR SHINGLES, ~" EXP. NEW 15# ASPHALTIC BUILDING FELT NEW ½" PLYWOOD SHEATHING NEW 2" X 2" FURRING 1¼" RIGID INSULATION PATCH EXISTING t" SHEATHING EXISTING 2" X 4" FRAMING @ 16" O.C, BATr rNSULATION ~" GWB, PATCH AS REO'D -- IEW HARDWOOD FLOORING EXG 8" JOIST 16" O.C. TYP EXISTING FLOOR CONSTRUCTION, ~(P.: 2 X D WOOD FRAMING BAT- INSULA~ON 1X 4 FURRING 1X 2 FURRING ~" GWB, PATCH AS REO'D EX'G CONSTRUCTION NEW 2"X2" FURRING NEW DOUBLE HUNG WINDOW IEW HARD WOOD FLOORING PATCH BXG SUB FLOOR STRUCTURE NEW R36 BATF INSULATION EX'G FOUNDATION WALL SECTION EAST FACADE 7 IBEDROOM I LIVING RM J EXG ROOF CONSTRUCTION, ~P.: ASPHALT SHINGLES PATCH EXG SHEATHING AS REQ'D EXG ROOF RAFTERS, REF. STRUCT. DWG. GLrFER VAPOR BARRIER ,~" GWB WOOD FRAMED IN-SWING DOOR I UPPER DECK I EXISTING AT PITCHES ~: CEILING X 10" CEDAR BEAM --4"X4" CEDAR POST @ E32" O.C. (ALIGN W/ WINDOW MULLIONS) 4" CEDAR, ¢' SPACING DECK OVER DRY AREA CONSTRUCTION, 1" X 4" MAHOGANY DECKING 2" X 6" TAPERED SLEEPERS 16" O.C. ~;" NEOPRENE PAD WATERPROOFING MEMBRANE ~" EXT. PLYWOOD SHEATHING WOOD FRAMING (EXISTING) R32 BA1T INSULATION (EXISTING) ~" GWB (EXISTING) 2F. FI . FLOOR EL +18~7 3/4' X ¢" CEDAR, 2" SPACING ~YP. ROOF MEMBRANE FLASHING REPLACE EXISTING HEADER AS REQ'D $"X4" CEDAR POST @ ~32" O.C. (ALIGN W/ WINDOW MULLIONS) WALL CONSTRUCTION AT PORCH: 1" X 4" CEDAR SIDING ¼' SPACING, ~'P. 2" WOOD FURRING @ 16" O.C. 15# ASPHALTIC BUILDING PELT 2" X 2" FRAMING W/ 1-¼" RIGID INSULATION ~" EXTERIOR SHEATHING (EXISTING) R36 BA~7 INSUL (EXISTING) 2" X 4" FRAMING (EXISTING) ~" GWB 1g FiN. R.ODR ~ ,I OVER EXT. SPACE, 1YP.: ]" HARDWOOD FLOORING PATCH EXG SUB-FLOOR WOOD FRAMING, REF. STRUCT. DWG. R36 BATF INSUL. EXISTING HEADER TO REMAIN STING FRAMlNG AND SHEATHING TO REMAIN BASEMENT T.O. SLAB EL +2'-8 3/¢ 5" X 5" WOOD POST (EXISTING) EL VARIES +6'-6" ~ ( ])WALL ECTION PORCH ~ 1" = 1'-0~ C 6.1 --.1 1/2" SOUTH PORCH FRAMING: 1" X 4" CEDAR SIDING ¼" SPACING, 2" WOOD FURRING @ 16" O.C. 15# ASPHALTIC BUILDING FELT ~' EXTERIOR SHEATHING RIB BATr INSUL. 2" X 6" FRAMING I MBATH DECK] COVERED EXT. SPACE7 I" X 4" CEDAR SOFFIT EL +26'-6" 4" X 1D" CEDAR BEAM I"X 4" CEDAR, 4" SPACING 2F AN. FLOOR EXT. DECK OVER DRY AREA CONSTRUCTION, 'PfP.: l"X ¢' MAHOGANY 1F RN. CLG, OVER 2" X 4" TAPERED SLEEPERS @ 16" O.C. ¼" NEOPRENE PAD WATERPROOFING MEMBRANE ]" EXT, PLYWOOD SHEATHING WOOD FRAMING. REF. STRUOT. DWG. N52 BATT INSULATION i" GWB WOOD FRAMED CASEMENT WINDOW NEW RAINSCREEN OVER EXISTING CONSTRUCTION: l"XA" CEDAR SIDING ¼" SPACING, 2" WOOD FURRING @ 16" O.C. 15~ ASPHALTIC BUILDING FELT, TYP, t" EXTERIOR SHEATHING (EXISTING, PATCH AS REQ'D R~6 BA1T INSUL (EXISTING) 2"X4" FRAMING (EXISTING) PTD, GWB. (EXISTING) 1F FiN. FLOOR FLOOR CONSTRUCTION OVER UNCONDITIONED SPACE, ~YP.: ~" HARD WOOD FLOORING J" PLYWOOD SUB-FLOOR, EX'G WOOD FRAMING, REF. STRUCT. DWG., EX'G R36 RA17 INSUL. CRA~ SPADE T.O.S EX'G FOUNDATION EL +5'-11 1/2" ',m WALL, ECTION GENERAL NOTE. All drawings, specifications, plans, Tdeos, arrangements and designs represented or referred to are the property of and owned by gJuckman Moyner Archftects whether the proec[ for which they ore prepared ~s executed or not They ore creoled, evolved, developed and produced solely for use on and in connection w~th [h~s project and none of the above may be disclosed or given to or used by any person, firm or corporation for any use or purpose whatsoever, except upon the written permission and direction of Oiuckman Moyner Architects, NO. DATE SUBMISSION 07.10.07 08.20.07 09.1A.07 D9.25.07 11.21,D7 02,20.08 07,14.09 OD,1 ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR ZBA/LANDMARK ISSUED FOR DOB PERMIT VE ISSUE TO CUENT PRELIM REV FOR DOB PERMIT ISSUED FOR DOS PERMFF MEP ENGINEER Henington Engineering Consultants 501 Fifth Avenue, Sui[e 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Del]and, P E. 40 Mary's Lone Stone Ridge, NY 12484 SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 119S7 PROJECT NO. 07004 WALL SECTIONS SCALE: 1"=1'-0" DATE: 08.12.09 DPJ~WN: TA CAD FILE: A303.DWG © Copyright Gluckmon A303 Mayner Architects P.T, 6x6 ON 10"¢ [~NF1 CDNC. PIER O~ EXISTING PIERS AND POSTS )F IN SATISFACTORY CONDITION BI(~FOOT FTG. TYP. REUS£ ~Y~STINb FL~)OR FRA~FNO IF' (N ARE IF REPLACEMENT IS NECESSARY. SIMPSON SIMPSON 16" O.C. P.T. 2 x 16" O.C. B" CMU WALL W/ ,~/5 VERT, EA. END AND ~4 VERT AT 40" O.C.- ~ SIMPSON 2'-B' x 16' ~ x 12" DEEP FTD. o TOP OF' FOOTING - · c~ REMO1VE PORTION OF EXIST. FDN FLUSH W/ TOP OF [ FIREPILACE FOOTING EXISTING SLAB 03 W/ ~5 BARB AT 12!" O.C, BOTH WAYS NEW DUCT P.T. 6x6 VER~CAL BARS CONTINUOUS W/ SIMPSON ~ F~OM BASEMENT FLOOR ABA 66 EASE / LEVEL TD BOTTOM FLQO_R. RE&{O~[ PO~TION_.OF 4-PT 2x4 A-PT 2x~ EXIST FDN AS REQUIRED HEA[RTH SLABFIREPLACE. TH ~ x --I-- .... ~------F REMOVE EXISTING 8" VMDE HAIRPIN EARS CHIMNEY EASE AND 1§# O,C. AS SHOWN, 1 CONSTRUCT NEW- LVL FRDM TOP MASONRY BASE FOR #4 STRAIGHT FIREPLACE I BAR:S AT 12" O,C. IN OPP.. OlREC]]ON TAPER CANq]LEVER, TYP. AT I i ALL FIREPLACES. i NEW CRAWLSPACE ~ I PLAN NO~ES- 1, WALL, COLUMNS AND POSTS SHOWN ARE _-LOW THE GIVEN LEVEL OF FRAMING TYPICAL U.N,O 2. ALL LVL'S 1 5/4" TI-lICK TYPICAL, J DASHED FRAMING INDICATES BEAMS OR HE~DEI~S DROPPED BELOW THE PRIMARY FRAMING. / ' SIMPSON SIMPSON HUSC210- 2-2x10 DUCT OPENING DUCT OPENING SIMPSON HUSC210-2 CUT DOWN FOUNDATION 6~'_ C~I.U,. W,~,L._L ~[ _T~gN TOP OF EXISTING SLAB AND- ~F NEW FLOOR AS SEPERATION OPENING ~ Q.UCTI OPFNI~G hi eq~s, FOUNDATION AND FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 2 - 6" LVL EX[SllNG WALL FRAMING TO REMAIN, / VERIFY EXIS31NG HEADER SIZE. 2-2x10 MIN, WALL B* CM~U g I SHEA~WALL W/ AND EACH END ROD UP TO~ I 5 1/2"x7 ANTHONY PO~R BEAM HU7 SHEARWALL W/ 1/2"/ BEAM NOM. UMBER AND NAILED I ATY'O.C W/Sd SIMPSON HDU5 2- 2xi6 2- g' LVL UNDER WALL I) I Il SHEARWALL W/ 1/2" APA RATED PLYWOOD ON ONE SIDE. ALL PANEL EDGES BACKED WITH 2" LUMBER AND NAILED AT 4" o.c, w/sa COMMON NAILS EXISTING 3-2x10 DROPPED .~7~i 2- g" FLUSH 2- 2xS SISTER OR REPL~ACE EXlS~.RG ~-~10 OROPPE~ E_=AM_~I ~_._~I4- 9.~1/~"._L~__.' I SECOND FLOOR AND LO~W ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" PLAN NOTES 1. WALLS, COLUMNS AND POSTS SHOWN ARE BELOW THE GIVEN LEVEL OF FRAMING ~¢PICAL U N.O. 2 ALL LVL'S 1 3/4" THICK TYPICAL. 5. [] ~NDICATES 5 2x BUILT-UP POST TYPICAL U.N.O. 4 ~ ~NOrCATES FULL STRENGTH MOMENT CONNEC~ON. 5. DASHED FRAMING INGICA1ES BEAMS OR HEADERS DROPPED BELOW THE PRIMARY FRAMING, §. USE A OOUBLE RIM JOIST WHERE DECK LEDGERS W~LL BE ATrACBED TO THE BUILDING 7. P,A, & C,A. INDICATE POST ABOVE AND COLUMN ABOVE RESPECRVELY. 8. INDICATES EXISTING CONSTRUCTION. 9 2J FOLLOW1NC HEADER DESiGNATiON iNDICATES 2 JACK STUDS EA. END, 5J; 3 JACKS ETC COLUMN NOTATION: .r~(~ 1. "ABOVE" DENOTES COLUMN SiZE ABOVE GIVEN LEVEL OF FRAMING. 2. "BELOW~ DENOTES COLUMN SIZE BELOW GIVEN LEVEL OF FRAMING. 5. C.A. AND P.A. INDICATE *COLUMN ABOVE" AND *POST ABOVE' RE~SPEC~VELY. 4. WHERE CQ~UMNS ARE NOT NOTED, THEY ARE THE SAME DESIGNATION AS THE COLUMN ABOVE. : " 8P6W~flc ALL NEW AND ALTERED EXTERIOR WALLS %3 BE ~'~ SHE.-Ed WY 1/2" APA RATED pLYWOOD, ALL PANEL EDGES NOM. LUMBER AND NAILED AT 4~ O.C, w/ 8d COMMON %,' FOR 3/$5 DETAIL S~MPSON LSTA 12 PAIR SEE 3/S5 -B x 6 POST T' LVL RIDGE 6 x B POST ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 4 2-2x4 NEW KNEEWALL ATRC 18" LVL 2- 2x4 2-2x4 ......... I UNDER CONTINUOUS ROD HANGER TO FLOOR TYP. OF CONTINUOU! FULL 7/B" AN'THONY POWER BEAM IS" LVL FULL 5- 2x4 18" LVL CONTINUOUS FULL NEW PROV1DE LVL PLATE- IN ATTIC UNDER BEAM BEARING PLAN NOTES 1 WALLS. COLUMNS AND POSTS SHOWN ARE BELOW THE GIVEN LEVEL OF FRAMING TYPICAL U,N.O. 2. ALL LVL'S 1 3/4" THICK TYPICAL 3. [~ INDIICATES 3 - 2x BUILT-UP POST TYPICAL U N.O. 4 DASHEID FRAMING INDICATES REAMS OR HEADERS DROPPED BELOW THE PRIMARY FRAMING. 5. ~ .... INDICATES EXISTING CONS~UCTION. 6. 2J FOLJ-O~MNG HEADER DESIGNATION INDICATES 2 JACK STUBS EA+ END, 3J; 3 dACKS ETC. 7 ALL N~W EXTERIOR WALLS TO DE SHEATHED WITH 1/2" MINIMUM PL'/'WDOD. PANELS ARE TO DE FA~STENED WITH Rd NAILS 4" OC+ AT PANEL EDGES AND 12" O.C. IN ]HE FIELD. ALL PANEL EDGES TO FiE RACKED WITH 2" NOMINAL LUMBER 1/2" LVL STUDS_ ETWEEN WINOO~ HEADER -2x4 w - 4- 2x4 ~-KNEE_~ALL' 2 - B l/ :XIS~NG FRAMING CDLUMN NOTATION: LVL ~-4x4 POST "ABOVE" DENOTES COLUMN SIZE ABQVE GIVEN LEVEL OF FRAMING. "BELO~ DENOTES COLUMN SIZE BELOW GIVEN LEVEL OF FRAMING, C.A. AND P,A~ INDICATE "COLUMN ABOVE" AND "POST ABOVE" RESPECTIVELY. WHERE COLUMNS ARE NOT NOTED, THEY ARE THE SAME DESIGNATION AS THE COLUMN ABOVE. 3/4" x 3 1/2" LVL 4" LVL HEADER STUDS BETWEEN LET INTO STUDS t [ Act ' Aff~ERiCAN CONCRETE A~c~ r~ ~I~CT ~ AR~C~RAL A~ ~ICAN 'SOCI~ FOR ~S~N~ AND MATeRiALS e~(S)~ ~NFORClN~ B.O. ~OM ~' eASE ~ ~O~ ~S C,A, O~N ABO~ C~.M.F. C~-EB~ M~AL FRAMINO C~ CGN~ M~NEY UNIT ~. ~UMN ~c. CON~ C~N~. ~N~NU~S CR C~ ROL~ B~S RR~RCH DIA. dO OJ~O ~A~N6 D, ~B~MENT ~ E~CH WAY GA. GA~ "~ H~ ~Z~T~ L~ L~ MIN PT SOO ~F SS ra,~ w/ LEG NORIZONTAL LEG L~L~WINATED SmAND LUMBER Lt~.tJINATED ~R LUUB~ ~LA~ ~EC~O ~D ~USS NU~R ~ $~O~G S{T. EL PIPE (~ INDICATES NOMINAL 4 ~T RE~'~RC~NG ~ ~I~S ~A~NGS ~B ~ ~E ~ ~E ~CE-~NE-RR T~ ~L ~CAL DESIGN DATA 1. UVE LOADS ROOF~ UNIFORM ROOF SNOW LOAD 20 PSF UNBALANCED SNOW LOAD 30 PSF FLOORS: TYPIOAL 40 PSF SLEEPING ROOMS 50 PSF WIND LOADS: WIND SPEED 120 MPH I= 1.0 EXPOSURE C, WtNDBOENE DEBRIS REGION ALL WINDOWS, DOORS. ROORNG AND SIDING SHALL DE OESIGNED OR RATED BY 03HERS TO MEET THE COMPONENT AND CLADDING LOADS FOR THIS WIND SPEED AND EXPOSURE. GLAZED OPENING PROTECTION FO~ WINDBORNE DEBRIS SHALL MEET ~-tE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASI~f £ 1996 AND OF ASTH E 188B REFERENCE~ THEREIN. ALTERNA'R'¢ELY, PRECUT WOOD STRUCTURAL PANELS, MEETING ~E REQUIREMENTS OF THE EXCEP~ON TO RDOE2.1.2 AND TABLE R301.2.1.2 MAY BE PROVIDED. THE BUILDING MAIN WIND FORCE RESISTING SYSTEM (MWFRS) AS SHOWN ON THESE DRAWINGS IS AN ENGINEERED DESIGN PER THE 2007 BUILDING CODE OF NEW YORK STATE AND ABLE 7-02. TH~ BUILDING DEPICTED IN THE DRAWING SET DOES NOT COMPLY WITH THE BEQUIREId~.NTS FOR OPEN OR PARTIALLY ENCLOSED BUILDINGS. AND IS THEREFORE AN ENCLOSED BUILDING. NET HORIZONTAL WINO FORCE ON MWFRS: 26 TO 55 PSF (DEPENDING ON LOCATION) DEAD LOADS ROOF: 20 PSF FLO0~ 15 pSF PLUS t5 PSF FOR PAR3]TIONS ~OIL PRESSIJRE PRESUMED SOIL BEARING PRESSURE: 2000 PSF (ON UNIS{STUBBED MATERIAL OR COMPACTED STRUCTURAL FILL) GENERAL 1. ALL STRUCTURAL Ih~SRK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT ,S~ECIFICATIGN$, INCLUDING ~ FOLLOWING GOt~c. RNING STANDARDS: A, THE RESIDENTIAL CODE OF NEW YORK STATE. LATEST EBITIONE B. 'BUILDING CODE REQUIREM~TS FOR REINFORCED CONCRETE~ (ACI 3TS). LA]EST EDITION. C, "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (AC[ 302.1R), LATEST EDITION. D. "BDILDINO CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 550). LAZEST EBI*DON E. AISC "SPECIRCATION FOR THE DESIGN, FABRICATION AND RELICTION OF STRUCTURAL STEEL FOR BUILDINGS' LATEST EDITION F, THE CODE FOR W[LDtNO IN BUILDING C~NS~UCTION BY l~E AMERICAN ~LDING SOCIE~f (AWS D1.1) LATEST EDITION. O. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIION, AME~ FOREST & PAJ~ER ASSOSIA~ON. LAZEST EDITION. H, THE ~IMBER CONSTRUCtoR MANUAL, AMERICAN iNSTITUTE TIMBER CONSTRUCTION, LATEST EDISON. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACINGi AND SHALL MAKE ~AFE ALL FLOORS, WALLS, ROOFS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. q~-IESE DRawiNGS DO NOT NCLUOE NECESSARY COMPONEBIIS FON CONSTRUCTION sAFETY. 3 CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTIUTIES BEFORE COMMENCING WORK. HE AGREES TO DE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS pAJLURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND U~ILITIES. 4 CON;[RACTOR SHALL NO'FY ENGINEER tN WRITING OF ALL PROPOISED 4 CONCRETE I. CONCRETE QUALITY SHALL BE AS FOLLO~ (f'c AT 28 DAYS FOR ALL MIXES, SLUMP SHALL NOT EXCEED 5% ALL CONCRETE UNLESS NOTED OTHERWISE FOUNDATIONS 1. BUILDINO FOUNGATIONS SHALL REST ON UNDISTURBED SOIL OR ROCK OR COMPACTED STRUCTHRAL FILL WITH A M~NIMUM ~EARING CAP~CITY OF 2000 PSF. ADEQUACY OF BEARING S~ATUM ,¢~HALL BE ~RIFIED IN FIE~ PRIOR TO POURING CONCRETE. ADJUST BOTTOM OF FOOTING ELEVATIONS AS REOUIREO OR AS INSTRUCTED BY ]HE ARCHITECT. 2. REMOVE TOP~OIL AND ALL UNCONTROLLED FILL FROM BEBEATH ,~REA OF NEW CONSTRUCTION. PLACE COMPACTED BTRUC1UEAL F~LL ~IERE NECESSARY TO RAJ,SE THE ELEVATICH OF THE SUBGRADE I~E,J~,TH THE BUILD~NG AND SITE WALLS, S]RUCTUREB, AND SLABS. STRUC'nJRAL FILL S~ALL CONSIST OF ~LL GRADED SAND. GNA'VEL, CRUSHED STCHE. CRUSHED GRAVEL, OR A M~XTURE OF THESE, AND SHALL CONTAIN NO ORGANIC MA~ i~c~, THE ELL SHALL CONFORM TO THE FOLLOWING GRADATION: SIEVE SIZE PERCENT PASSING DESIGNATION BY WEIGHT 4 iNCH 100 3/4 INCH 70-100 NO. 100 0-40 NO. 200 C--10 STRUCTURAL FILL SHALL BE COMPACIED IN 6 INCH UFTS TO 95-PERCENT OF ITS MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PRDCTOR'TEST. MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOO~NGS !S 5 1/2 FEET ~ELOW RNJSHED GNADE. MINIMUM DEPTH TO BOTTOM OF mTERIGR FOOTINGS I$ 16" BELOW TOP OF SLAB. 4. WHERE REODIRED. STEP FOOTINGS UP OR DOWN IN RATIO OF TWO HORIZONTAL TO ONE VERTICAL TO JOiN H~H ,~lD LOW FOOTINGS. 5. LOCATE ADJACENT FOOTINGB SO THAT A LiN[ DRAWN ~ THEIR CLOSEST POINTS IS NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 6. PROVIDE 5' LEAN C. QNCRETE MUD SEAL IN BOTTOM OF FOOTING EXCAVATION WI-IEN FOOTING IS NOT IMMEDIATELY PLACED AFTER EXCAVATION IS APPROVED 7. PLEBS AND FOOTINGS SHALL BE CENTERED ABOOT CENTERUNES OF PIER, COLUMN. OR WALL UNLESS OTHERWISE NO'FED. PROVIDE CORNER BARS IN FOOSINGS, THE SAME SIZE AND NUMBED AS CONTINUOUS REINFQRCEMENT, LAPPED 2 FEET WITH MAIN REINFORCEMENF, 9. DOlL CONCRETE WALLS AND PIERS INTO FOOTINGS WITH BOI~LS THE SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT. EXSENO DOWELS TO WITHIN 3 INCHES OF BOTTOM OF FOO'RNG, TERMINATED WI'~-~ A.C.L STO, 90 DEGREE HOOK LAP So DIAMETERS WITH VERTICAL REINFORCEMENT, 10. AT INTERSECTION OF CONCRE~ WALLS, PROVIDE CORNER BARS IN OUTER LAYER THE SAME SiZE AND SPACING AS HORIZONTAL REINFOROF.~MENT, AND LAP 2 FEET WITH MAIN STEEL. AT A "T" INTERSECTION, PROVIDE CORNER BARS FROM EACH LAYER IN INTERSECTING WALL TO OUTER LAYER OF TRRGUGH WALL. 11. WATERSTOPS SHALL BE PLACED ~N FOUNDATION WALL CONSTRUCTION JOINTS BELOW GROUND £LEVA~ION. (VOLCLAY WATERSTOP RX 101T R¥ CETCO BUtLDIND MATERIALS GROUP) OR ACCEPTED EQUAL 12. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE. 13, FOUNDATION WALLS SHALL ATTAIN 75~ OF TREtR DESIGN STREBGTR BEFORE PLACIND BACKFILL AGAINST THEM, 14. ALL WALLS THAT RETAIN EARTH SHALL BE BACKFILLED WITH SOIL OF ONE OF THE FOLLOWING CLASSES AS DENNED BY THE UNIRED SOILS CLASSIFICATION RULES: OW, GP, SW, OR SH, THE BACKFILL SHALL BE PLACED IN LIF~ AND COMPACTED TO 92~[ MIN, OF ITS MAXIMUM DENSITY AS MEASURED BY I~IE MODIFfED PROCTOR TEST. BACKRLL SHALL BE PLACED AND COMPACTED IN A MANNER WHICH BORS NOT DAMAGE THE FOUNDATION OR WATERPROOFING. THE BUILDUP OF HYDROSTATIC PRESSURE ON THE WALLS MUST BE PREVENTED BY A PROPERLY DESIGNED PER[METER DRAINAGE SYSTEM BY OTHERS. MASONRY 1. MASONRY CONStrICTION AND ~.,3~t~A~S SH~ CONFORM ~O.ALL .REC[JIREUENTS 'OF' "~OA~' ~ ~SONRy S~UC~R~S (~Ci 530-95/AS~ 6-95~S6O2~5). UNLE~ NOlO O~ER~. 2. ~ ~Y u~ ~ ~W ~ ~s~ ceo ~oE N, ~E J. U~S~RE C~O~ ~, MI~M A~EA~ NET ~MPRES~-S~G~ ~ 1~1. UNI~ ~A~ ~ NORM~ ~GHT UN~ ,NORD O~R~SE. 3, ~YMA~NRY UNI~ F~ C~D L~A~S~A~ C~F~ TO A$~ C~2, ~DE SW, MI~MUM,A~E N~ .AR~ C~R~SI~ s~ OF ~si, ~ a~ aZE OR SI~,TO'aATCH FACE ~ ~ S~G; UNI~. (~E AR~I~C~RAL SPE~IRCA~ON F~ FACE UN~,) ~ P R~ ~CJRCA~ON 4, M~T~ ~ C~FORM TO ~E ~ C 2~0 R~ AND ~ALL BE ~ ~NG ~R~D C~NT (AS~ C 150), ~E ~E SA H~RA~ UME (~ C 207), S~ (AS~ C 1~), POTAB~ WA~R AND A~ A~t~ES. MA~NRY ~T IS NOT PERMI~D. FOR ~UC~R~ ~K MORT~ ~ ~E ~E M 8~LOW ~E AND ~E S AB~ ~E. F~ ~ ~RK, U~ ~E S BELOW GR~E AND ~ N ~O~ ~, ~ A~ JOINTS. 5, GROUT ~A~ C~E~ TO A~ C 6, J~NT ~tN~ S~ALL ~ M~UFAC~EED ~ ~RE C~F~ING TU AS~ A 82. ~IN~ R~F~T, ~S AND ANIONS SHA~ BE GALVANIZED TO ~F~ TO ~ A 6~t A[ IN.BlOB W~S ANO AS~ A t53 AT ~l~ WA~S, ~T~ ~NT R~NF~C~T IN CONCR~ MASONRY &~ 1~ O+C. U.N.O. U~ P~ICA~ ~ AND C~NERS. ~P J~NT REINF~M~T 6~ IN~HES ~NIMUM, g, R~ ELOw ~ADE, 11. FILL 12. 13. STRUCTIdRAL STEEL 1, HOT-ROLLED TO A~TM TO. A$1M SQUARE ANO A525 BOLTS ~ llGNT ASTM A;~5 OR cOFJN~2TIONS BHALL BE TIGHTENED 8. A~ S~ ~ 'F*BRICA~ TO ~E ~ST EX~NT POS~B~. 9. SH~ ~D ~A~ BE ~Ul~O m ~E DRA~f ABE' PR~RED AND U~ BY ~E CO~ACT~ AS INS~U- MENTS TO ~ HIS ~ ~ ~ FA~UTA~ FABRICA~ AND S~UC~R~ $~EL AT GECKO ~0~ ~ (~ B~Us); ~EMEC ~Rl~ ~10-99 OR 8~555, wood SAWN FR/~INO LUMBE~ ~H?~, BE OF THE PINE-RE (~F) U~SS NG~ O~ER~ ~ ~ F~O~NG ~ASONRY, SOIL ~' STUD GNA~. , 2. DETAILS OF WOOD FR~41NO SUCH STOPPING, ETC. SHA~ CONFORM TO THE NATIONAL BUILDING C~DE, CONSmUCTIGN, THE 3. ENGINEERED WOQD F~NMING SH~LL CQ~NSIST OF T AS MANUFA..C. TU'~'ED B'Y BOISE E~[GINEERF.~)W RIM BOARO: AS RRE- "ROgUeS JoisTS ARt: i A GRADE 'I¢:A~' 2,,009' FOR PEli~IT ,,,;: OR AN lO. LEAVE 3/B" JelNTS AND 1,/B" SPACE AT A' . 12. ~E J~ ~B RA~ ARE PARA~ RA~R BAY. , 15, U~ D~B~ ~IS~ ~ ~ P~A~'~, ' OR S~ ~R~, ~ ~ ~RS OF SA~ b~ ~ A~O~-FOR ~RINKA~. ,. , 15, PRO,DE $~D BL~EJ~O ~EN JOIS~ ~O BE~ E~I~~ AT ~L 16. PROMDE RO~ ~ ~DOING BE~EN ~IS~ AT ~ ~ mE o$~ ~ ~E sp~. , ROOF, ~OUS S~D L~A~S INC~DE ~A~, O~E ,,~ WA~ AND D~B~ H~OHT ~ACE~ ' lg, AT THE ENOS OF ALL HEA~I~ PRO--DE A ONE KING STUD. BROV~E ~OI'BONAL ~CK 21. ~P A~ .CA~S AT KA,NT--SAG ~ ~ APP~O~ EQ~V~T. PRODUC~ ~EN IN C~TACT ~ ~ m~ ~, ~0 BELOW ~ 2' MINI~ BEA~NG. BLOCKING BETWEEN - EXISTING RAFTERS S/MPSON LSTA12 J 16" O.C. ATTIC FLOOR 12d NAILS EXIS~NG AT~C FLOOR & 2NO J )FLOOR CEILING FRAMING FRAMING SECTION SCALE: 1 1/2" = 1'-0" EXISTING EXTERIOR SECOND FLOOR 2" MIN. AIRSPACE FLUB FIRESTOP PEr ANCHOR 8" ClaU. RLLEO Souo 10' CMU INSULATED FLUE ~NCH OR PLATE CMU fll I FD SOMD W/ ~4- BARS AT 12" O.C, B.W.. CENTERED IN SLAB. SECTION SCALE: 1/2"=1'-0" PLAN SCALE: 1/2"=1'-0" EXISTING /-ROOF FRAMING ~"~,-~._ EXISTING DOUBLE TOP PLATE -- ~ 4" LVL HEADER LET INITO STUDS BETWEEN WINDOWS 5/4" x 3 1/2" LVL S~TUDS BET~IEEN ~NDOWS FRAMING SECTION SCALE: 1 1/2" = 1'-0" 3- 9 EXISTING ROOF FRAMING- SECTION SCALE: 1"=1' O" SIMPSON HUC210-2 GIRDER TO POST SIMPSON - LUS28 AT JOISTS FINISHED GRADE SIMPSON ABU66 ANCHOR ROD ~4 VERT BAR, I SECTION SCALE: 1/2"=1'-0" II II BP 7/8- ,-'1/2"¢ x 10" LAG SCREW SIMPSON BP I/2 - 3 HOD CONNECTION DETAIL SCALE: 1 I/2" = 1'-0" CONNECTION DETAIL SCALE: I 1/2" = 1'-0" ATtiC FLOOR~ BXISTING ATTIC FLOOR & 2ND ~ FLOOR CEIUNG I I TIMBERLtNX AB675 3/4" HALF-CONNECTOR 6x6 i ~ DOUBLE 2x6 /- DFl~t,2 STUD SIMPSON -LUS28 AT JOISTS POST 5/8~¢ x A307 3}4READED W/ DOUBLE NUT ON BOS'FOM P.T, 2x6 PLATE ANCHOR RODS 6" CMU w/ ~4 VERT, BARS AT · -0" O.C. DOWEL BARS 5" INTO EXIST. SLAB. SECTION SCALE: 1/2"=1'-0" 1~5 VERT. AT END OF WALL SECTION SECTION SCALE: 1"=1 '-0" SECTION SCALE: I 1/2" = 1'--0" 57 LEDGERLOK SCREWS 10" SHEARWALL SiMPSON LSSO 12" O.C, 5/8'¢ xlO" RODS 32" O.C. SECTION SCALE: 1"=1'-0" TAPERED 2x6 AT 1§" O,C,/ EXIST. SLABI EXIST. FDN, · SECTION SCALE: 1"=1'-0" SCALE: 1"=I'- 0" EXIST. SLAB PAIR OF S 1/2"Xli 7/8" P~i~[~:.~EAMS GAP 2- 1,/2"e A58 ,STED;. /HANGER~RO~S' , ,; NO FLOOR-~ / 5 1/2"x7 1) / 1/2"x4"xB I/2" PI:ATE FRAMING SECTION SCAL£:I 1/2" = 1'-0" HOG OR Z-UAX Tt~JCAL /-- SCREWS AT 16" O.C. TYPICAL LEDGER SECTION SCALE: 1"=1'-0" fir r~j 'qr whqlso, NO. D~T£ 1'4 AUG 2009 ~j i~/~SSiON:' FOR PEEUff SPITE Jll~" v.v.R. JIL? V.T.R. ROOF I I J I P-2 P-1 I ~ 2,,I Z FI EL I I ~1 I I ATTIC 2ND FL 1BT FL 23 TOTAL TO ~EPTIC SANITAP-.Y P-.ISEP-. IDIAGP-.Ah'I SC. ALE: NT~ GENERAL NOTE: All drowings, epecificotione, plons, ideos, orrongements ond designs represented or referreid to are the property of and owned by Gluckmc]n Mayner Architects, whether the project for which they are prepared is executed or not. They are created, evolved, developed and produced solely for use on and n connect on with this project and none of the above may be disclosed or given to or used by any person, firm or corporation for any use or purpose whatsoeveq except upon the written oermisslon end direct on of G uckmen Mayner Architects. NO. DATE SUBMISSION 09.24.07 2 08.13.09 ISSUED FOR PRELIMINARY PRICING ISSUED FOR PERMff ~ .... ~ VENT PIPIN~ ~ .... ~ [ ~ LINE c t PIP~ ~ l ~C~ ~HUT-O~ ~UPPLY 9TOP VA~ ~ ~C~¢ PO0~ ~VM HOeR BIB NOTE: PROVIDE LNTERIOR CHUT OFF VALVE~ 'WITH ACCE¢¢ FOR AL-L HOBE BIBB. (Th/P) I OUTDOOR I ~HO'vVEI2. I ROOF 'vVATEP-. RIBEP~ IDIAGI2-./:kM ¢CALE: NT¢ G/k~ PIPING P-.ISEP-. E)IAGP~xM ¢CALE: NT~ lOO ~dBH ATTIG ~" HW~ 2ND FL 1¢T FL 6~EI"IENT MEP ENGINEER Hanington Engineering Consulted 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dalland, P.E. 18 Railroad Avenue, Suite 301 Kingston, NY 12401 OLUCKMAN MAYNER ARCHITECTS SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 PLUMBING RISERS & SPECIFICATIONS SCALE: 1/4"=1'-0" DATE: DRAWN: JPK P= 1 CAD FILE: © Copyright Gluckman Moyner Architects ORIENT HARBOR DRAINAGE CALCULATIONS FOR 2" RAINFALL ROOF AREA: 1,971 SF DECK AREA: 521 SF TOTAL AREA: 2,492 SF REQUIRED DRNNACE: 2,492 SF X .I67 FF = 416 CUBIC FEET DRAINAGE PROVIDED: DRYWELLS 1,2,3 & 4 DIM: 8 FI DIA. X 3 FT DEEP CAPACrlY: 5.14 X 16 SQFF X 5FT = 150 CUBIC FEEl' X 4 DRYWELLS = 800 CUBIC FEET TOTAL M,~Y 2 6 2010 BLDG, DEPT, , TOWN OF $OUTHOLO , ,, GENER~AL NOTE NO, DATE SUBMISSION 1 07.10.D7 2 07.31.07 3 08.13,07 4 0B,20,07 5 08.29.07 6 09.14.07 7 11.2L07 8 02,2D,O8 9 07.21.09 10 08.03.09 11 0B,13.09 12 12.08.09 13 05.26.10 ) ISSUED FOR DOB PERMIT ISSUED FOR TRUSTEES REVISED FOR TRUSll~ES ,~N ISSUED FOR ZBA/LANDMARK REVISED FOR TRUSTEES /~ PRELIMINARY PRIDING ISSUED FOR DOD PERMIT VE ISSUE TO CLIENT z~ PRELIM REV FOR DOB PERMITz~ ISSUED FOR TRUSTEESz~I iSSUED FOR DOB ISSUED FOR CONSTRUCTION ISSUED REV FOR DOB,~ -- EXISTING BULKHEAD SOIL REMOVAL LIMffED TO NEW FOOTINGS UNDER AREA OF NEW CONSTRUCTION EL i I / 47',-7" 42'-6" I m'-o" I / SID~ARD~/ ..,' "" I I' PROPERLY LINE EL, ~SITE PLAN I I I EL. +6'-D" ~1~ ex'o UTILlLY POLE, LOCAqON TBD 0 SVg 17'-9" / DW3 141.07' ~N15'32'AB"W DECK & ,/.F DECK BELOW STEPS SV9 8'-10" GU~ERS LEADERS AS REQ'D, T'(p. 12'-0" ' DW2 I.J~ ALL ROOF GUTT£[~ AND LEADERS / DOWNSPOUTS TO DRAIN TO 8'-0" DiA. BY 3'-0" DEEP DR~NELLS AT FOUR CORNERS OF THE HOUSE, PROVIDE 5 NEW DRYWELLS AND SALVAGE EX'G FOR REUSE OF HAY BALES DURING CONSTRUCTION, If REQ'D. EL ROOF ABOVE NEW DECK EX'G METER TO BE ~ RELOCATED) REMOVE EA'G ACCESS PI1TAND FILL TO GI~AOEz/ 37.5( EX'G ]M/O-STORY STRUCTURE EX'O RIDGE HT. NEW GAS LOCATION EX'G METER TO BE RELOCATED S10'49'00"E NO EXIST. SIDEWALK VILLAGE LANE 29'-0" Ld NEW PORCH AND STEPS 15'-0" OWl ~ · EX'G CONC. CURB UNDER AREA OF NEW CONSTRUCTION LOT AREA: 10818 SF EXISTING BUILDING ENVELOPE: 1923 SF PROPOSED BUILDING ENVELOPE: 1900 LOT COVERAGE: 17.6% -SOIL REMOVAL LIMffED TO RE-GRADING EX'G PLANTED AREA TO MATCH DRIVEWAY ELEVATION r~OAS VALVE, LOCAqON TBD E SF EX'O UTILfl7 POLE, % LOCATrON TBD EX'G CURB TO REMAIN (~ PERCOLATIVE PAVING BLOCKS. N MEP ENGINEER Honington Engineering Consuftmnts 501 Fif(h Avenue, SuF(e 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E 15 RaFIrood Avenue, Suite 301 Kingston, NY 12401 i~'ER ARC SPITE HOUSE PROPERTY DESCRIPTION: 1000-26-1-20.1 2?60 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 SITE PLAN SCALE: 1/8"=1'-0" DATE: 08.12.09 DRAWN: CC, ES CAD FILE: SITE PLAN,DWG © Copyright A010 Gluckmdn Mayner Architects II I' UPPER RIDGE I L_ FLOOD VENT; INSULATED SMART VENT (#154o-52o/16"x8") FILL BASEMENT WiTH SAND TO ADJ GRADE & FOUR 2" RATSLAB --RLL EX'G WINDOW REPLACE ACCESS DOOR . . WITH NEW FLOOD VENT; INSULATED SMART VENT (#1540-520/1D"XG") REMOVE EX'G ACCESS WELL AND FILL TO GRADE (3) EQUAL SPACES: "A" (SEE A101) _ EX'G POSTS TO REMAIN..~.~ FILIL EX'O WINDOWS, ~P. ~_ FILL EX'G WINDOW --NEW FLOOD VENT; INSULATED SMART VENT (#1540-521/16"X 8") ENLARGE EX'6 OPENING TO 20" NT OPENING (FOR DUCT) ENLARDE EX'~#. OPENING TO HT -- · OPENING. A~T.O. SLAB (FOR DUCT) ~ NEW FLOOD VENT; INSULATED SMART VENT (#m40-52( 12"X14" OPENING FOR SUPPLY DUCT 'm/EL +T-4' V,I,F, FILL BASEMENT WITH SANG TO ADJ GRADE & POUR 2" RATSLAR -- R~EINFORCE EXISTING FIREPLACE FOUNDATION ~S REQ'D N~EW OPENING I 24"X36" ~ I I ,-k~o. SLAB YE +T-4 "V.LE -t NEW OPENING FlOR DUCT 10"X12" CRAWL SPACE = ¢06sf NET OPENING REQi'D 806sT = 806sT TOTAL PROVIDED= (5) 10"X8" SMART VENTS (EACH 200sT CERTIFIED) (5) 20)Osf = lOOOsf 8" CMU, REF, OWD. S1 FILL EX'D WINDO INSULATED SMART VENT i(# 540-520/1~"X8") FLOOD NSULATED SMART VENT :#1540-520/16"×8") PAWL SPACE = 230sT IET OPENING REO'D. 2~30sf = 230si TOTAL = (2) 16"X8" SMART DENTS (EACH 200sT I (2) 200sf = ~'EL +T-2 1/2" EX'G SLAB ON GRADE EX'G WASTE PIPE EX'D FOUNDATION WALL TO REMAIN 6" WASTE LINE LEGEND I J EXISTING TO REMAIN NEW MASONRY CONSTRUCTJON NEW PARTITION CONSTRUCTION FT3 8'-0" NEW OPENrNG 6'-0" 'I CRAWL SPACE = 4MOST NET OPENING REQ'D. 460sf = ¢60si TOTAL PROVrDED = (1) 16"X8" SMART VENTS. (EACH 200sT CERTIFIED) (1) 16"X16" SMART VENqfS. (EACH 400sT CERTIFIED) (2) VENTS = 600SF 18"X24" ACCESS DOOR NEW 6" CMU ON EX'D SLAB L l'~]~ EX G STL COLUMN 20"X24~" OPENING FOR DUCTWORK ?~ f.O. SLAB ~'EL +7'-2 ¥2' I 24"X24" OPENrNG FOR DUCTWORK PT LUMBER FOUNDATION W/ 1HR FIRE RATED UNDERSIDE. PLUMBING PIPES TO BE INSULATED, EX'G SLAB ON GRADE-- :S EOGE OF PORCH T~ FLOOD VENT IN DOOR; iNSULATED SMART VENT (#1540-521/16"X16") ~-GARADE Ri~ UPPER RIDGE FLOOD VENT; INSULATED SMART VENT (#1500-521 16"X 8") FILL EX'G GARAGE OPENING TO MATCH CONSTRUCTION NOT~; 1. ALL NEW WOOD DOOR AND WINDOWS. 2. ALL NEW GUITERS AND LEADERS. 5. CONFIRM ALL DIMENSIONS W/ ARCHITECT iN FIELD. ¢. ALL FLOOD VENTS TO BE INSTALLED MAX. 12" ABOVE GRADE. ~GENERAL NOTF: All drawings, specifications, plans, ideas, arrangements and desfgns represented or referred [o are the property of and owned by Gluckman Mayner Architects, whether Ehe project for which they are prepared is executed or not. They ore created, evolved, developed end produced soley for use on and in connection with this project and none of the above may be disclosed or given to or used by any person, firm or corporation for any use or purpose whstsoever~ except upon the written permisson and directron of Gluckman Mayner Architects. NO. DATE 07.10 07 2 08.20.07 S D9.14.07 A 11.21.07 5 02.20.08 6 07.14.09 7 08.1S.09 8 09.04.09 9 10.22.09 10 12.08.09 SUBMISSION ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR DOD PERMIT VE ISSUE TO CLIENT Z~ PRELIM REV FOR DOB PERMITz~ ISSUED FOR DOG PERMIT ISSUED FOR BID ISSUED REV FOR PERMIT Z~ ISSUED FOR CONSTRUCTDNz~ MEP ENGINEER Honing[on Engineering Consultants 501 Fifth Avenue, Suite 180g New York, NY 10017 STRUCTURAL ENGINEER Ross Dalland, P.E, 15 Railroad Avenue, Suite 301 Kingston, NY 12401 ~bA'B 0 H¢I:T EC T s SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 BASEMENT PLAN BASEMENT PLAN SCALE: 1/4"=1'~" DATE: 08.12.09 DRAWN: KS, ES CAD FILE: AI00,DWG © Copyright AIO0 Gruckman Mayner Architects L OAS OUTDOOR COOKING UPPER RIDGE ,) ( [~E~-ECK I WOOD DECK W/ TRELUS ABOVF/ WOOD STEPS TR:(2)~12", RS:(3)@GJ" II II EQUAL SAYS: "A" "A .... A" "A" r r ~ I ~EW WOOD FLOOR7 @ @ ~XIST~NG ENCLOSED PORC TO REMAIn// . iii CEN RUNE ON WIN WS OPPOS] P.) ALIGN 104 ]U¥1ND/DINING I · AREA OF NEW EXTERIOR ZONE AT FIRST FLOOR (FORMERLY ENCLOSED) I -P~NTER HOSE BIB I ~EW WOOD FLOOR ~ /. - NEW SOOKSHELVES ~EW WOOD FLOOR ./ S1TONE HEARTH -- FIIREPLACE UP COOK TOP/ HOOD EXISTING FLOOR i,I, NEW FLOOR CONSTRUCTION I I CONSTRUCTION HATCH /~ENTERED ON .." WINDOW ABOVE LEGEND [ I EXISTING TO REMArN F/////////////////////~ NEW MASONRY CONSTRUCTrON I I NEW PARTrTION CONSTRUCTION SHWR L~D GARAGE DOOR 1 HR ~ATED WOO~EO W/ CMU FOUNDATION NEW WATER HEATER PT WOOD PLATFORM FOR _ MECH. EQUIP, EX'G BOILER STL COLUMN -- EX'G SLAB ON~ GRADE / HANDLER EDGE O~pORCH-F~ CONSTRUCTION NOTF: 1. ALL NEW WOOD DOOR AND WrNDOWS. 2. ALL NEW GU]TERS AND LEADERS, 3. CONFIRM ALL DIMENSIONS W/ ARCHITECT IN FIELD RELOCATED EX'G CONDENSER UNITS RAISED TO - NEW 20~ AMP 3 P~ASE ELECTRICAL PANEL WOOD STEPS TR:(~)@IO", RS:(5)©6~" GARAGE DOOR NEW ,GENERATOR RAISED UPPER RIDGE NEW OPERABLE PORT H"~I~E RELOCA~D GAS METER NEW GAS LINE FROM EX'G METER LOCATION WOOD PORCH & STEPS, TR:(2)@12", RS:(3)@6~" PLANTING DRIV~VAY PERCOLATIVE PAVING BLOCKS ELECTRICAL METER LOWE THIS AREA TO DRIV~A~ LEVEL, REUSE EXIST[NI'~ TOPSOIL /E \ --(5 /E \E \ GENERAL NOTE; All drawings, specifications, plans, ~deas, arrangements end designs represented or referred to ore the property of and owned by Qluckmon Mayner Architects, whether the project for which they are prepared is executed or not. They ore created evolved, deveoped and produced solely Ior use on and m connection with this project (:nd none of the above may be dlsclosed or given [o or used by any person, end direction af Gluckmon Moyner Architects NO, DATE 07.10.O7 2 0R,20.07 09.25.07 6 02.20.08 7 07.14.09 8 08.13.09 10 12.08.09 12 05.26.10 SUBMISSJON ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR ZBA/LANDMARK ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT Z~ PREUM REV FOR DOB PERMITz~ ISSUED FOR DOB PERMIT ISSUED FOR BiD ISSUED FOR CONSTRUCTION REVISIONS Z~ ISSUED REV FOR DOBz~z MEP ENGINEER Consurtents 501 Fifth Avenue, SLute 1809 New York, NY 10017 STRUCTURAL ENCrNEER Ross Parland, P.E, 15 Railroad Avenue, Suite 301 NY 12401 SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 GROUND FLOOR PLAN [ GROUND FLOOR PLAN SCALE: ~/4" = %0" SCALE: 1/4"=1'-0" DATE: 08.12.09 DRAWN: CC, ES CAD FILE: AI01,DWG © Copyright A101 gluckman Mayner Architects Cc UPPER RIDGE WOOD IABOVE ROOF iMEMBRANE ~M3EDROOM ~ 2F RN. FLOOR ~ EL +Nil? 3/4" EX'G CONSTRUCTION //NEW WOOD~ FLOOR THROd(;HSDT CENTERLINIE ON WINDOW BELOW DN -NEW WOOD FLOOR I THROUGHOUT T iN SEE ' ELEVATIONS REMOVE BUILT IN SHELV SEE ELEVATIONS FLOOR MECH EX'G ATTIC HATCH DRAWINGS"//_ REMOVE ALL WD PANELING AND APPLY NEW GWB SLOPED CLG. ABOVE -1-- I OF TRELUS~OO]]NOS (~ R TOOTINGS~ GARAGE !W~ DOORS EX'G OPENING AIR UPPER RIDGE LEGEND F////////////////////~ CONSTRUCTION NOTP EXISTING TO REMAIN NEW MASONRY CONSTRUCTION NEW PARTITION CONSTRUCTION 1. ALL NEW WOOD DOOR AND WINDOWS. 2. ALL NEW GUTTERS AND LEADERS. 3. CONFIRM ALL DIMENSIONS W/ ARCHITECT IN FIELD GENERAL NOTF: All drawings, specifications, plans, ideas, arrongements ond designs represented or referreU to ere the proRePLy of (]nd owned by Gluckman Mayner Archtects, whether the project for which they (]re prepdred is executed or not. They <]re created, evoved, developed and produced so e y for use on and in connection with this project {]nd none of the above m~y be disclosed or given to or used by Shy person, firm or corporation for Shy use or purpose whatsoeveq except upon the written permission and direcbon of Oluckmsn Mayner Architects. NO. DATE 07.10.07 2 08.20.07 3 09.14.07 4 11,21,07 5 02.20.08 6 07,14.09 7 08,13.09 8 09.04.09 9 12.D8.09 10 02.02.10 11 05.26.10 SUBMISSION ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT Z~ PREUM REV FOR DOB PERMIT/~ ISSUED FOR DOD PERMrT ISSUED FOR BID ISSUEO FOR CONSTRUCTION REVISIONS ~ ISSUED REV FOR DOB/¢i~ MEP ENGINEER Henington EngineeFing Consultonts 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dellend, P.E. 15 Railroad Avenue, Suite 301 Kingston, NY 12401 SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 2ND FLOOR PLAN 2ND FLOOR PLAN SCALE: 1/4"=1'q7' DATE: 08.12.09 cc, . A102 CAD FILE: A102.DWG © Copyright Oluckman Meyner Architects ~ EL +2T-? 17,' CEDAR BOARD SIDING EX'G WINDOW OPENINGS GARAGE DOOR '1 il: J¸'J STUCCO CHrMNEY :i ' I, EXIST. RIDGE HT CONSTRUCTION NOTE: 1. ALL NEW WOOD DOOR AND WINDOWS, 2, ALL NE~V GU~ERS AND LEADERS. CEDAR BOARD SIDING EX'G WINDOW OPENINGS NEW DOORS & WINDOW CEDAR TRELLIS BOARD CUARDRAIL EX'G WINDOW ~P. CEDAR BOARD 2F RN, CEILING GENERAL NOTE: NO. DATE 2 08.20.07 09.1A.07 4 09.25.07 6 02,20.08 7 07.14.09 8 08.11.09 9 08,13.09 10 09.04.09 11 1208.09 12 12.16.09 13 01.28.10 14 05.26.10 SUBMrSSION ISSUED FOR DOB PERMIT ISSUED FOR ZBA/LANDMARK PRELIMINARY PRICING ISSUEO FOR ZBA/LANDMARK ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT PRELIM REV FOR DOB PERMI~ ISSUED FOR LANDMARKS ,~ ISSUED FOR DOB PERMIT ISSUED FOR BID ISSUED FOR CONSTRUCTION ISSUED FOR CONSTRUCTION REVISIONS/'~ ISSUED REV FOR DOB,~), CEDAR SHINGLE SIDING WEST ELEVATION SCALE' 114" = I'-0" d FLOOD VENT L INFILL EX'G WINDOWS NEW L ILOOD-- L~ REF. STRUCT[ REPLACE WINDOW I I: *REV NOTE: !' SHII wDa lowered 6" to, ma*;ch the douwe hung wDnows on the East recede INFILL ExirSTING WINDOW OPENrNG NEW ROOF WOOD DOOR IL, CEDAR BIOARD SCREEN~ RELOCATE EX'G BAS METER I I NORTH ELEVATION FLOOR EL & LEADER AS REO'D, ]YP. CEDAR SHINGLE SIDING **REV NOTE: ~, Sill was lowered 12" ~ EX'G AC UNITS,, ~AISED EL +2R'-4 1/¢ ~ 2F FIN. FLOOR IF RN. FLOOR ,j,-,, EL +ID'-3 1/2" ~ FLOOD PLANE ~ GARAGE RN. FL ~ L MEP ENGINEER I-Ionington Engineering Consultants 501 Fifth Avenue, Sui[e 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 15 Railroad Avenue, Sui[e 301 Kingston, NY 12~01 'OLCU CK ER A,R~H,IT,E,gTS SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 EXTERIOR ELEVATIONS SCALE: 1/4"=1'-0" DATE: 08.12.09 DRAWN: KS, ES CAD FILE: A201-202.DWG © Copyright A202 Gluckman Mayner Architects NEW PTD. GDTrER, TYP.. EXISTING SUBFLOOR R36 BATr INSULATION --;EXG 2"X7" TAPERED JOISF ,@ APPROX, 27" O,C. EXG 2"X5" JOISTS © 16" O.C. 2" GWB, PATCH AS REQ'D DOUBLE HUNG WINDOW EXTERIOR WALL CONST, IEW WHITE CEDAR SHINGLES, 5~" EXP. NEW 15# ASPHALTIC BUILDING FELT PATCH EXISTING ,~" SHEATHING EXIS~NG 2" X R19 MIN SPRAY INSULATION GWB 1 X 6 BASEBOARD FLOORrNG NEW 9 2" LVL JOIST 16" O.C. ]TP EX'G CONSTRUCTION L FLOOR CONSTRUCTION, TYP.: 2" WOOD FRAMING, 16" O.C., X 2 FURRING >~" GWB DOUBLE HUNG WINDOW WOOD FLOORING PATCH EXG SUB FLOOR STRUCTURE NEW R36 BA~ INSULATION WALL SECTION EAST FACADE EX'G FOUNDATION 7 NEW ROOF CONSTRUC~ON,~'P.: ASPHALT SHINGLES PATCH EXG SHEATHING AS REQ'D EXG ROOF RAFTERS, REF, S?RUCT. DWG, GU~FER VAPOR BARRIER ~" GWB, PATCH AS REQ'D. [BEDROOM ] WOOD FRAMED iN-SWING DOOR DER DECK J I LIVING RM J POR( OTB EXISTING AT ~AMING PITCHES OOR& CEILING ~L +2'-8 3/4" WALL SECTION LIVING RM/PORCH 1/2" AMC FLOOR 2F FIN. CLD. ~ EL +26'-4 1/4"~ 2" DIA. ALUMINUM PIPE RAIL, CABLES 8" CEDAR CAP RAIL, RIPPED TO 6 1/4" DECK OVER DRY AREA CONS?RUCTION, TYP.: 1" X 4" MAHOGANY DECKING 2" X 6" TAPERED SLEEPERS 16" O.C. (MOUNT TO POSTS PAD ROOF MEMBRANE PLYWOOD RIPPED, (SEE STRUCT.) B32 1 "XA]" CLEAR PrNE T&G 2F. RN. FLOOR --1" X 4" CEDAR, J" SPACING TYp. --ALUMINUM FLASHING REPLACE EXISTING HEADER AS REQ'D NEW 5/4 WOOD SILL 4" x 4" CANTILEVERED POST BOLTED TO FRAMING, SEE STRUCT. EL +18'-7 3/4"~P 1F. RN, OLD. CONSTRUCTION AT PORCH: 1" X 4" CEDAR SIDING ~" SPACING, ~P. WOOD FURRING @ 16" O.C. ASPBALTJC BUILDING FELT ~" EXTERIOR SHBATHING R19 MIN. SPRAY INSUL, > 2" X 4" FRAMrNO 1X4 T&G CLEAR WHITE PINE CONSTRUCTION OVER EXT. SPACE, 1Yp.: j" HARDWOOD FLOORING PATCH EXO SUB-FLOOR WOOD FRAMING, REF. STNUCT, DWG. LEVEL FLOOR BY SISTERING FLR JOISTS R36 BATF INSUL NEW MISC. STEEL SHELF ANGLE SUPPORT -- EXISTING HEADER TO REMAIN FRAMING AND SHEATHING TO REMAIN 5" WOOD POST (EXISTING) IF, DN. FLOOR,al', FOOTING DRADE ~ ~ F EXISTING FOOTING WALL SECTIONPORCH G 1/2" EDGE CAP NEW ROOF CONSTRUCTION, 1YP. ASPHALT SHINGLES 3/4" PLYWOOD SHEATHING WOOD FRAMING, NEW NEW SOUTH PORCH FRAMING: 11 X 4" CEDAR SIDING ~ SPACING, ~ WOOD FURRING @ 16 O.C. 5# ASPHALTIC BUILDING FELT ]" EXTERIOR SHEATHING 2" X 6" FRAMING NEW RIDGE WOOD FRAMING, NEW R36 BA~ INSULATION 3/4" PLYWOOD SHEATHING 1" X 4" CEDAR SOFFIT B,O. BEAM EL 1/2" DIA. ALUMINUM PIPE RAIL, INTERMED~RY CABLES -2 X 8 CEDAR CAP RAIL -1/2" WOOD FURRING (DECK SiDE ONLY) -l"X 4" CEDAR, 1/A" SPACING 1/4" WOOD FURRING AT 16" OC (EXTERIOR S 3/4" EXTERIOR SHEATHING 2 X 4 WOOD FRAMING ANTHONY POWER BEAM, PER STRUCTURAL D SOUTHEAST CORNER: CEDAR BOX ~. 3/4" EXTERrOR SHEATHING ~ ALUMINUM LINING ~ · RN. OLD. II 1" X 4" MAHOGANY OVER P.T. 2" X 4" RIPPED SLEEPERS, @ 16" (SITTING ON MEMBRANE) WATERPROOFING MEMBRANE ~" EXT, PLYWOOD SHEATHING WOOD FRAMING, RIPPED, SEE STRUCT, DWG WOOD FRAMED CASEMENT WINDOW NEW RAINSCREEN OVER EXiSTiNG CONSTRUCTION: ~"XA" CEDAR SIDING ,~" SPACING, TYP, WOOD FURRING @ 16" O.C. ~ ASPHALTIC BUILDING FELT, 1YP. EXTERIOR SHEATHING SPRAY INSUL 2"X6" FRAMING PTD, I"×(' T&G CLEAR PINE EL FLOOR CONSTRUCTION OVER UNCONDITIONED SPACE, ~" HARD WOOD FLOORING-NEW ~" PLYWOOD SUB-FLOOR, EX'G WOOD FRAMING, EX'G RD6 BAlT INSUL, EX'G ...... CRAWL SPADE T.O.S.. -EX'O FOUNDATION WALL SECTIION STUD'1 GENERAL NOTE: All drew}ngs, spec~ficetions, pJens, dees, arrangements and designs represented or referreid (o are the property of ond owned by gluckman Mayner Architects, whether the project for which they ore prepared Ts executed or not, They are created, evoved, developed and produced solely for use on and in connection with this project and none of the above moy be disclosed or given to or used by any person, firm or corporation for any use or purpose whatsoevert except upon the wri[ten permission and direcbon of Gluckman Mayner Architects. NO. DATE SUBMISSION 07.10.07 2 08.20.07 3 09.14.07 09.25.07 6 02.20.08 7 07.1A,09 8 08.13.09 9 10 12.08.09 12 05.26,10 ISSUED FOR DOB PERMIT iSSUED FOR ZBA/LANDMARK PRELIMINARY PRiCINg ISSUED FOR ZBA/LANDMARK ISSUED FOR DOB PERMIT VE ISSUE TO CLIENT PREUM REV FOR DOB PERMIT ISSUED FOR DOB PERMIT iSSUED FOR BID iSSUED FOR CONSTRUCTION/¢1 ISSUED FOR CONSTRUCTION~ ISSUED REV FOR DOB ~ MEP ENGINEER Hanington Engineering Consul(onts 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 15 Railroad Avenue, Suite 301 Kings[on, NY 12401 SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 WALL SECTIONS SCALE: 1 "=1'-0" DATE: 08.12.09 DP. AWN: TA CAD FILE: A303.DWG © Copyright Gluckman A303 Mayner Architects J,L~ V.T.R. P-2 JIk? V.T.R. 1 ~" SUhdP DISCHArge TO DP-.h"C,/ELL (V.I.F.) ¢ J Z Z IL DW =I L ~ 2" .... r- ..... T ..... F ............ ~----I'--Z'-I l~"l 2' 1~"1 1~ P-2 I P-1 ~L I I P-1 I ROOF ATTIC 2ND FL 15T FL r, 4" ~/NNIT,~JL;"r' BA~EI'dENT SANITARY P-.I~qE~ DIAGP. AI"I SUMP PUMP SCALE:NTS GENERAL NOTE: All drawings, specifications, plans, ideas, arrangements and designs represented or referred to ore the RroRefly of and owned by Gluckmon Moyner Architects, whether the project for which they ore prepared is executed or not. They ore created, evolved, deve aped and produced solel), for use on and in connection with this project and none of the above may be disclosed or given to or used by on), person, firm or corporation for any use or purpose whatsoever except upon the written I)ermission and direcbon of Gluckmon Moyner Arch tects. NO, DATE SUBMISSION 09.24.07 08.13,09 09.04.09 10,05.26 ISSUED FOR PRELIMINARY PRICINO ISSUED FOR PERMIT ISSUED FOR BID ISSUED REVISED FOR DOB (~¢2 hflBH) OUTIDOO~ SHOVVEF~. HOSE 616 NOTE: PROVID~ INTERIOR SHUT OFF VAL'v'~S WITH AGCESS FOP- ,A~L HO~E ES[~. (Th'P) FROST t FROST FREE FREE FREE HOSE E~I6 HOSE HOSE DW · }' I OUT~)O0~ I SHOWEI~ I I il ROOF 9R~T FL, SCALE: NTS WATEP-, P-.ISIEP-. IDIAGP~h'I SCALE: NTS ATTIC ~' HV¢~ 2ND FL 1¢T FL MEP ENGINEER Honlngton EngineeFing Consultants 501 Fifth Avenue, Suite 1809 New YoFk, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 15 Roilrood Avenue, Suite 301 Kingston, NY 12401 GLUCKMAN SPITE HOUSE MAYNER ARCHITECTS 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 PLUMBING RISERS & SPECIFICATIONS SCALE: 1/4"=1'-0" DATE: DRAWN: JPK pI1 ~I~E~ DIA~P~M CA.P,L* © Copyright Gluckman Mayner Architects GENERAL NOTE: UPPER RIDGE CED)AR ~x4 FULL HEIGHT WITHP.T 2x4 ON EAST TO SUPPORT DECK 10"¢ REINF. GONG, PIER ON BIGFOOT @ 16" O,C. P.T. 6x6 10"¢ REINF. PIEr -HUSC210-2 NEW DUCT CONTINUOUS VERTICAL BARS EPOXIED INTO EXIST. REINF. GONG. BOMB SHEL~ER. CONTINUOUS UP TO BOTTOM OF SECOND REMOVE PORTION OF EXIST. FDN -REUSE EXISTING PIERS AND POSTS IF IN SATISFACTORY CONDITION REUSE EXISTING FLOOR FRAMING IF iN ~ SATISFACTORY CONDITION. SIZES SHOWN ARE IF REPLACEMENT IS NECESSARY. P.T. 2 x 16" P.T. 2 x SIMPSON m SIMPSON - HUSC210-2 SIMPSON HUSC210-2 ! P,T. 2 x 16" O.C, HGSC210-2 LVL $" CMU WALL W/ #5 VERT. EA. END AND ~ VERT AT 40" x 12" DEEP FTG. TOP OF FOOTING- FLUSH W/ EXISTING NEW OPENING REMOVE EXISTING CHIMNEY BASE AND CONS~UCT NEW ~ lVl MASONRY BASE FOR RREPLACE //~ NEW CRAWLSPACE ACCESS HATCH FLUSH (CUT EXISTING JOIST.~ AND ATTACH WITH HANGERS TO NEW FLUSH GIRDER) PLAN NOTES: 1. WALL, COLUMNS AND POSTS SHOWN ARE B ~LOW Ti4e GIVEN LEVEL OF FRAMING TYPICAL U.N.O. 2. ALL LVLIS I 3/4" THICK TYPICAL S. DASHED FRAMING INDICATES BEAMS OR HEADERS DROPPED BELOW THE PRIMARY FRAMING. DUCT OPENING DUCT OPENING 2x8 O.C. SIMPSON HUSC210-2 NEW ACCESS HA' 6" CMU W OF EXISTIh /BOTTOM 1 HOUR CUT DOWN FOUNDATION CH ~LL BETWEEN TOP SLAB AND 'NEW FLOOR AS SEPERATION EDGE FOOTINGS EDGE OF PORCH FOOT~GS~N DUCT OPENING ~ ~RAGE ~IDO~,N -- DUCt OPENING[ P.T 6x6 iINFILL EXIST. TO MATCH EXISTING REINF. CONC, PIER ON BIOFOOT FTG. TYP. UPPER RIDGE NO, DATE SUBMISSION 14 AUG 2009 ¢ SEPT 2009 REV. 1 26 MAY 2010 MEP ENGINEER 501 Fif[h Avenue, Sumte New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, PE 15 Railroad Avenue, NY 12~01 GI_UCKMAN, FOR PERMIT FOR BID ISSUED REVISIONS FOR D.O.B. Consultants 1809 Suite 301 MoAYN ER ARC HITEC'T'S 250 Hudson New York, NY 1001~ tel 212.929.0100 FOUNDATION AND FIRST FLOOR FR:AMING PLAN SCALE: 1/4" = 1'-0" SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 FOUNDATION AND FIRST FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" DATE: 68.14,09 DRAWN: JL / JS CAD FILE 1736-S1 dwg © Copyright 61uckman S1 Mayner Architects gENERAL NOTE All drawmqs, spec~ficabons, plans, ideos arrangeme~nts and designs re~resenLed or referred [o are [he proRertx of and owned by Gluckman Mayner Arch,[acts, whether Lhe proect for which [hey are prepared is executed or haL. are creeled, evolved, developed and :DAR 4xe SIMPSON MSTC28 SPANNING FROM FIRST TO SECOND CEDAR 4xB r WALL 16" 0.( 7 114" SIMPSON MSTC28 SPANNING FROM FIRST TO SECOND FLOOR SIMPSON HHUS5.50/IO- SPACE AS REQUIRED TO INSTALL HANGERS 3 1/8"xe 1/2" ANTHONY IPOWER COLUMN EXISTING WALL FOR NEW WINDOWS 2-9 S 1/a"x5 1/2" ANTHONY POWER COLUMN 2_9 . 2-2x6 g 1/2" 16" O.C. 5/8"¢ BOL'TS, 2 1/2" MIN SPACING B" CMU SIHEARWALL W/ ~¢ @ ~" O.C. AND 2-1¢6 VERT. 4" IFROM EACH END 2- HHIUSS.50/10 SIMPSON HDg W// 1"¢ ROD SIMPSON 9 1/2" LVL ~Tf2' LVi ~12" O.C. PL PAF NOM. WALL W/ 1/2" APA RATED ¢WOOD ON ONE SIDE, ALL EL EDGES BACKED LIMBER AND NAILED AT S" ).C. W/ Sd COMMON NAILS SIMPSON ? g 1/2" LVLt@ 1§" O.C. 2- OR 2- 1/2" L"A_ \ / \ / /\ 2 - !2xa OR 2- 1/2" LVL 2 - 9 1/2" LVL, 2J SHEARWALL 1/2" ARA RATED PLYWOOD ON ONE SIDE. EDGES WITH 2" LUMBER NAILED AT , COMMON {EPLACE EXISTING BEAM WITH 2- 9" 2- 2x8 DN 2 - 9 1/2" LVL, 2J STSTER O~EI~LACE EXISTING 3--~2x1~ DROPPED BEAMJWl~PM 4-- g 1/2" LVE EXISTING HEADER SECOND FLOOR AND LOW ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" PLAN NOTES 1. WALLS, COLUMNS AND POSTS SHOWN ARE BELOW THE GIVEN LEVEL OF FRAMING TYPICAL U,N.O, 2. ALL LVI_'S 1 3/4" THICK TYPICAL. S, [] INDICATES 3 - 2x BUILT-UP POST TYPICAL U,N,O. 4. ~ INDICATES FULL STRENGTH MOMENT CONNECTION. 5. DASHED FRAMING INDICATES BEAMS OR HEADERS DROPPED BELOW TITE PRIMARY FRAMING. 6. USE A DOUBLE RIM JOIST WHERE DECK LEDGERS WILL BE ATTACHED TO THE BUILDING. 7. P.A. & C.A. INDICATE POST ABOVE AND COLUMN ABOVE RESPECTIVELY. B. INDICATES EXISTING CONSTRUCTION. 9. 2J FOLLOWING HEAOER DESIGNATION INDICATES 2 JACK STUDS EA, END, 3J; S JACKS ETC. COLUMN NOTATION: "ABOVE" DENOTES COLUMN SIZE ABOVE GIVEN LEVEL OF FRAMING. "BELOW" DENOTES COLUMN SIZE BELOW GIVEN LEVEL OF FRAMING. C.A. AND P.A. INDICATE "COLUMN ABOVE" AND "POST ABOVE" RESPECTIVELY. WHERE COLUMNS ARE NOT NOTED, THEY ARE THE SAME DESIGNATION AS THE COLUMN ABOVE. NO. DATE SUBMISSION 14 AUG 2009 FOR PERMIT 4 SEPT 2009 FOR BID REV. 1 26 MAY 2010 ISSUED REVISIONS FOR D.O.B, MEP ENG[NEER ConsulLonts 501 Fifth Avenue, Su~te 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 15 Roilroad Avenue, Kingsion, NY 12401 GLUCK, MAN SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO, 07004 SECOND FLOOR AND LOW ROOF FRAMING PLAN Suite 301, MAY:!!NER AR:CHITECTS SCALE: 114"= 1'-0" DATE: 08.14 og DRAWN: JL / JS CAD FILE. 1736-S2.dwg © Copyright Oluckmon S2 Meyner Architects GENERAL NOTE FOR e 3/SD DETAIL x 6 POST SIMPSON LSTA 12 PAIR 7" LVL RIDGE I /S5 DETAIL 6 x 6 POST z ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 2-2x4 2-2x4 5-2x4 NEW KNEEWALL ATTIC 18" LVI_ 18" LVL PROVIDE UNDER BEAM BEARING CONTINUOUS LENGTH EXISTING HIBH 18" LVL 2 x 4 LNEW18" LVL 5-2x6 PLAN NOTES 1, WALLS, COLUMNS AND POSTS SHOWN ARE BELOW THE GIVEN LEVEL OF FRAMING TYPICAL U.N.O. 2, ALL LVL'S 1 3/4" THICK TYPICAL, 3. [] INDICA'TES S - 2x BUILT-UP POST TYPICAL U.N,O, 4. CASHED FRAMING INDICATES BEAMS OR HEADERS DROPPEC BELOW WE PRIMARY FRAMING. 5. -- ...... INDICATES EXISTING CONSTRUCTION. 6. 2J FOLLO~WING HEACER DESIGNATION INDICATES 2 JACK STUBS EA. END, Sd; 3 JACKS ETC. 7, ALL NEW IE×TERIOR WALLS TO BE SHEATHED WITH 1/2" MINIMUM PLYWOOD, PANELS ARE TO BE FAS~NED WITH 8d NAILS 4" O,C, AT PANEL EDGES AND 12" O.C, IN THE FIELD. ALL PANEL EDGES TO BE BACKED WITH 2" NOMINAL LUMBER. 1/2" x 5 1/2" HEADE? 3 1/2" x 5 1/2" BEAM HEADER AT FLOOR BELOW JACK & KING STUDS TO DIS~IBUTE LOAD TO 3 FLOOR JOISTS -2x4 MINIMUM 3 - 9 1/2" LVL BELO 2x4 < 2x4 AT FLOOR BELOW JACK & KING STHDS TO DISTRIBUTE LOAD TO 3 FLOOR JOISTS MINIMUM 3 - 9 1/2" _VI_ BELOW EXISTING RIDIGE 2x6 EXISTING I I 2 5 NOTCH 1" INTO CORNER COLUMN NOTA~ON: POST "ABOVE" DENOTES COLUMN SIZE ABOVE GIVEN LEVEL OF FRAMING. "BELOW" DENOTES COLUMN SIZE BELOW GIVEN LEVEL OF FRAMING. B.A. AND P.A. INDICATE "COLUMN ABOVE" AND "POST ABOVE" RESPECTIVELy. WHERE COLUMNS ARE NOT NO'~[D, THEY ARE THE SAME DESIGNATION AS ]HE COLUMN ABOVE. NO. DATE SUBMISSION REV. 1 14 AUG 2009 FOR PERMIT 4 SEPT 2009 FOR BID 26 MAY 2010 ISSUED REVISIONS FOR D.OmB. MEP ENGINEER Hanington Engineering Consultants 501 FifLh Avenue, Suite 1809 NEW York, NY 10017 STRUCTURAL ENGINEER Ross Oollmnd, P.E. 15 Roilroed Avenue, SuiLe ,30' Kings[on, NY 12401 :O,LUCKMAN' MA~,NER ARCHITECTS SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO 07004 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" DATE: 06.14.09 DRAWN: JL/JS S 3 CAD FILE. 1736-S3 dwg © Copyright Gluckmon Mdyner Architects ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE AHU AIR HANDLING UNIT AISC AMERICAN INSTFTUTE OF STEEL CONSTRUCTION ANC, ANCHOR ARCH ARCHITECT OR ARCHITECTURAL ASTH AMERICAN SOCIETY FOR TESTING AND MATERIALS B/ BOTTOM OF BAR(S) REINFORCING DAR(S) BF BOTH FACES B,O. BOTTOM OF OPENING BP BASE PLATE BS BOTH SIDES BW BOTH WAYS C.A. COLUMN ABOVE C.F.M,F, COLD-FORMED METAL FRAMING CJ CEILING JOISTS CMU CONCRETE MASONRY UNIT COL. COLUMN CONG. CONCRETE CONT. CONTINUOUS CR COLD ROLLED C.S. COUNTER SUNK DF DOUGLAS FIR-LARCH DIA. DIAMETER do DITTO DWG DRA~NG ELEV ELEVATION EMBED, EMBEDMENT EOD EDGE OF DECK EW EACH WAY EWP EASTERN WHITE PINE EXIST. EXISTING EXP. EXPANSION F.D, FLOOR DRAIN FDN FOUNDATION F.S. FAR SIDE FTS FOOTING CA. GAGE GLULAM STRUCTURALLY GLUED LAMINATED TIMBER HOG HOT DIPPED GALVANIZED HF HEM-FIR HI HIGH HORIZ. HORIZONTAL HSS HOLLOW STRUCTURAL SECTION KDAT KILINI DRIEB AFTEr TREATMENT L ANGLE LL DOUBLE ANGLE LLH LONG LEO HORIZONTAL LLV LONG LEG VERTICAL LO LOW LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER L.W. LIGHT WEIGHT MAX MAXIMUM MIN MINIMUM M.O. MASONRY OPENING MPCWT METAL PLATE CONNECTED WOOD TRUSS NO. NUMBER NRO NORTHERN REG OAK N.B. NEAR SIDE N.W. NORMAL WEIGHT OC ON CENTER OSL OUT-STANDING LEG P# STANDARD STEEL PIPE (# INDICATES NOMINAL DIAMETER) P.A. POST ABOVE P.A.F. POWDER-ACTUATED FASTENER PL PLATE PSL PARALLEL STRAND LUMBER PT PRESSURE TReated PX# EXTRA STRONG STEEL PIPE (# INDICATES NOMINAL DIAMETER) RC ROUGH CUT ERBAR REINFORCING BARS REINF. REINFORCING R,O. ROUGH OPENING RR ROOF RAFTERS RTU ROOF-TOP MECHANICAL UNIT B.A. SHELF ANGLE S.A.D SEE ARCHITECT'S DRAW1NGS SOO SLAB ON GRADE SP SOUTHERN PINE SPF SPRUCE-PINE-FIR SS STAINLESS STEEL T/ TOP OF T&B TOP AND BOTTOM TBD TO BE DETERMINED T.O. TOP OF OPENING TP TOP PLATE TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VIF VERIFY IN FIELD w/ WITH W.C. WESTERN CEDAR W.O. WHITE OAK DESIGN DATA LIVE LOADS ROOF: UNIFORM ROOF SNOW LOAD 20 PSF UNBALANCED SNOW LOAD 50 PSF FLOORS: TYPICAL ¢0 PSF SLEEPING ROOMS SO PSF WlND LOADS: WIND SPEED 120 MPH GENERAL 1. ALL STRUCTURAL WORK SHALL BE COORDINATED NTH ARCHITRCTEIRAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS: A. THE RESIDENTIAL CODE OF NEW YORK STATE, LATEST EDITION, B, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACl 318), LATEST EDITION. C. "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (ACI 302,1R), LATEST EDITION. D, "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACl 530 , LATEST EDITION E. AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION F. THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY (AWS D1,1) LATEST EDITION. G, THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTIO)N, AMERICAN FOREST & PAPER ASSOCIATION, LATEST EDITION. M. THE TIMBER CONSTRUCTION MANUAL, AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, LATEST EDITION. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND SHALL MAKE SAFE ALL FLOORS, WALLS, ROOFS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. S. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTI[LITIES BEFORE COMMENCING WORK, HE AGREES TO Be FULLY RESPONSIE~Le FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HiS FAI[LURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. 4. CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF ALL PROPOSED DEVIATIONS OR SUBSTITUTIONS FROM DIMENSIONS, MATERIALS, OR EQUIPMENT SHOWH ON DRAWINGS AND MAKE ONLY THOSE DEVIATIONS OR SUBSTITUTIONS ACCEPTABLE TO ENGINEER. 5. INFORMATION SHOWN ON APPROVED SHOP DRAWINGS SHALL SUPERSEDE THE CORRESPONDING INFORMATION ON THE CONTRACT DRAWINGS. CONCRETE SLABS 1. SUBGRADE BELOW SLAB ON GRADE SHALL BE REVIEWED AND ACCEPTED BY ARCHITECT BEFORE SUBBASE AND CONCRETE SLAB PLACEMENT. 2. SUBBASE MATERIAL: SAND AND GRAVEL OR CRUSHED STONE WHICH ARE SOUND, DURABLE, ANB FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS CONFORMING TO THE FOLLOWING GRADATION: SIEVE SIZE PERCENT PASSING DESIGNATION BY WEIGHT 2 INCH 100 1/4 INCH 30-65 NO, 40 5-40 NO. 200 0-10 3. PROVIDE CONTRACTION JOINTS IN SLABS ON GRADE. SPACING SHALL BE AS RECOMMENDED IN ACI 302.1R "GUIDE FOR CONCRETE PLOORl AND SLAB CONSTRUCTION" AND LOCATIONS SHALL BE COORDINATED WITH THE PROJECT ARCHITECT. 4. O0 NOT EXTEND REINFORCEMENT IN SLAB ON GRADE THRU CONSTRUCTION OR CONTRACTION JOINTS UNLESS NOTED OTHERWISE. 5. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DETAILS OF DEPRESSEO SLABS. 6, VERIFY SIZE AND LOCATION OF PLATEORMS, CURBS, OR PADS WITM MECHANICAL CONTRACTOR. 7, SLAB FINISHES SHALL BE AS SPECIFIED BY THE ARCHITECT. 8. PROVIDE CURING FOR ALL CONCRETE SLABS AS RECOMMENDED IN ACm 302.1R "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" 9. FOR ALL INTERIOR SLABS: AFTEr SLABS CURE FOR 60 DAYS MIN., CLEAN AND FILL ALL CONTRACTION JOINTS WITH JOINT FILLER AND PATCH ALL CRACKS 1/16 INCH OR MORE IN WIDTH WITH PATCHING MATERIAL TO CREATE A SMOOTH FLOOR. 10. FOR ALL SLABS TO BE LEFT EXPOSED: APPLY A NON-YELLOWING HARDENER PER THE MANUFACTURERS INSTRUCTIONS. CONCRETE 1. CONCRETE QUALITY SHALL BE AS FOLLOWS (Pc AT 26 DAYS TYPICAL): FOR ALL MIXES, SLUMP SHALL NOT EXCEED 5". ALL CONCRETE UNLESS NOTED OTHERWISE: f'c=3OOOpsi 4-6% AIR ENTRAINMENT EXTERIOR SLABS ON GRADE: f'c=4500psi 5-7% AIR ENTRAINMENT 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE I OR II NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C 33 FINE AGGREGATE: CLEAN, SHARP, NATURAL SAND COARSE AGGREGATE: SIZE 57 BLENDED WITH SIZE 8 TO ACHIEVE A UNIFORM GRADATION FROM 1 1/2" DOWN TO #8 SIEVE. 4. AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C 260 5. ALL HIGH STRENG~t GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF BO00 PSI. 6. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615, GRADE 60. 7, AT ALL BAR LAP SPLICES PROVIDE WIRE-TIED MINIMUM LAP OF 30 BAR DIAMETERS UNLESS NOTED OTHERWISE. B. WELDED WIRE FABRIC (WWE) SHALL CONFORM TO ASTH A 165 AND BE MADE OF WIRE CONFORMING TO ASTM A 82 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI. g. AT ALL WELDED WIRE FABRIC LAP SPLICES PROVIDE A MINIMUM LAP OF 6 INCHES UNLESS NOTED OTHERWISE. 10. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS DETAILED OTHERWISE: INCHES FOOTINGS POURED AGAINST EARTH SURFACE EXPOSED TO WEATHER OR EARTH' BARS Larger IRAN ~5 #5 BARS OR SMALLER 1 1/2" SURFACES NOT EXPOSED TO WEATHER OR EARTH: SLABS AND WALL 3/4" BEAMS, GIRDERS, AND COLUMNS 1 1/2" 11. PLACE CONCRETE DURING COLD WEATHER IN ACCORDANCE WITH ACl 506 12. PLACE CONCRETE DURING HOT WEATHER IN ACCORDANCE WITH ACI 305 FOUNDATIONS BUILDING FOUNDATIONS SHALL REST ON UNDISTURBED SOIL OR ROCK OR COMPACTED STRUCTURAL FILL WITH A MINIMUM 9EARING CAPACITY OF 2000 PSF, ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO POURING CONCRETE. ADJUST BOTTOM OF FOOTING ELEVATIONS AS REQUIRED OR AS INSTRUCTED BY THE ARCHITECT. REMOVE TOPSOIL AND ALL UNCONTROLLED Fill FROM BENEATH AREA OF NEW CONSTRUCTION. PLACE COMPACTED STRUCTURAL FILL WHERE NECESSARY TO RAISE THE ELEVATION OF THE BUBGRADE BENEATH THE BUILDING AND SITE WALLS, STRUCTURES, AND SLABS. STRUCTURAL FILL SHALL CONSIST OF WELL GRADED SAND, GRAVEL, CRUSHED STONE, CRUSHED GRAVEL, OR A MIXTURE OF THESE, AND SHALL CONTAIN NO ORGANIC MATTER. THE FILL SHALL CONFORM TO THE FOLLOWING GRADATION: SIEVE SIZE PERCENT PASSING DESIGNATION BY WEIGHT 4 INCH 1 O0 5/~- INCH 70-100 NO. 100 0-40 NO. 200 0-10 STRUCTURAL FILL SHALL BE COMPACTED IN 6 INCH LIFTS TO 95-PERCENT OF ITS MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST. S. MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOOTINGS IS 3 1/2 FEET BELOW FINISHED GRADE. MINIMUM DEPTH TO BOTTOM OF INTERIOR FOOTINGS IS 16" BELOW TOP OF SLAB. 4. WRERE REQUIRED, STEP FOOTINGS UP OR OOWN IN RATIO OF TWO HORIZONTAL TO ONE VERTICAL TO JOIN HIGH AND LOW FOOTINGS. 5. LOCATE ADJACENT FOOTINGS SO THAT A LINE DRAWR BETWEEN THEIR CLOSEST POINTS IS NOT STEEPER THAN ONE VERTICAL TO TWO HORIZONTAL. 6. PROVIDE 5" LEAN CONCRETE MUD SEAL IN BOTTOM OF FOOTING EXCAVATION WHEN FOOTING IS NOT IMMEDIATELY PLACED AFTEr EXCAVATION IS APPROVED. 7. PIERS AND FOOTINGS SHALL BE CENTERED ABOUT CENTERLINES OF PIER, COLUMN. OR WALL UNLESS OTHERWISE NOTED. 8. PROVIDE CORNER BARS IN FOOTINGS, THE SAME SIZE AND NUMBER AS CONTINUOUS REINFORCEMENT, LAPPED 2 FEET WITH MAIN REINFORCEMENT. 9. DOWEL CONCRETE WALLS AND PIERS INTO FOOTINGS WITH DOWELS Ti~E SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT. EXTEND DOWELS TO WITHIN 3 INCHES Of BOTTOM Of FOOTING, TERMINATED WITH A,C,I. STD. 90 DEGREE HOOK. LAP 30 DIAMETERS WITH VERTICAL REINFORCEMENT. 10. AT INTERSECTION OF CONCRETE WALLS, PROVIOE CORNER BARS IN OUTER LAYER THE SAME SIZE AND SPACING AS HORIZONTAL REINFORCEMENT. AND LAP 2 FEET WITH MAIN STEEL, AT A "T" INTERSECTION, PROVIDE CORNER BARS FROM EACH LAYER IN INTERSECTING WALL TO OUTER LAYER OF THROUGH WALL. 11, WATERSTOPS SHALL BE PLACED IN FOUNDATION WALL CONSTRUCTION JOINTS BELOW GROUND ELEVATION (VOLCLAY WATERSTOP RX 101T BY CETCO BUILDING MATERIALS GROUP) OR ACCEPTED EQUAL 12. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE. 13. FOUNDATION WALLS SHALL ATTAIN 75% OF THEIR DESIGN STRENGTH BEFORE PLACING BACKFILL AGAINST THEM, 14. ALL WALLS THAT RETAIN EARTH SHALL BE BACKFILLED WITH SOIL OF ONE OF THE FOLLOWING CLASSES AS DEFINED BY THE UNIFIED SOILS CLASSIFICATION RULES: OW, BP, SW, OR SP. THE BACKFILL SHALL BE PLACED IN LIFTS ANO COMPACTED TO 92% MIN. OF ITS MAXIMUM DENSITY AS MEASURED BY THE MODIFIED PROCTOR TEST. BACKFILL SHALL BE PLACED AND COMPACTED IN A MANNER WHICH DOES NOT DAMAGE THE FOUNDATION OR WATERPROOFING. THE BUILDUP OF HYOROSTAIlC PRESSURE ON THE WALLS MUST BE PREVENTED BY A PROPERLY DESIGNED PERIMETER DRAINAGE SYSTEM BY OTHERS. MASONRY 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATION FOR MASONRY STRUCTURES" (ACI 530-95/ASCE 6-95/TMS 602-95) UNLESS NOTED OTHERWISE. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 GRADE N, TYPE I, "MOISTURE CONTROLLED" UNITS, MINIMUM AVERAGE NET AREA COMPRESSIVE STRENGTH OF 1900psL UNITS SHALL BE NORMAL WEIGHT UNLESS NOTED OTHERWISE. 3. CLAY MASONRY UNITS FOR CONCEALED LOCATIONS SHALL CONFORM TO ASTM C62, GRADE SW, MINIMUM AVERAGE NET AREA COMPRESSIVE STRENGTH OF 3000psi, STANDARD MODULAR SIZE OR SIZE TO MATCH FACE OR EXISTING UNITS (SEE ARCHITECTURAL SPECIFICATION FOR FACE UNITS.) 4. MORTAR SHALL CONFORM TO THE ASTM C 270 PROPORTION SPECIFICATION AND SHALL BE MIXED USING PORTLAND CEMENT (ASTM C 150), TYPE S OR TYPE SA HYDRATED LIME (ASTM C 207), SAND (ASTM C 144), POTABLE WATER AND APPROVED ADMIXTURES. MASONRY CEMENT IS NOT PERMITTED. FOR STRUCTURAL WORK MORTAR SHALL BE TYPE M BELOW GRADE AND TYPE S ABOVE GRADE. FOR VENEER WORK, USE TYPE S BELOW GRADE AND TYPE N ABOVE GRADE TOOL ALL JOINTS. 5. GROUT SHALL CONFORM TO ASTM C 476, 6. JOINT REINFORCEMENT SHALL BE MANUFACTURED FROM WIRE CONFORMING TO ASTM A 82. JOINT REINFORCEMENT, TIES AND ANCHORS SHALL BE GALVANIZED TO CONFORM TO ASTM A 641 AT INTERIOR WALLS AND ASTM A 153 AT EXTERIOR WALLS. INSTALL JOINT REINFORCEMENT IN CONCRETE MASONRY AT 16" O.C.U.N.O. USE PREFABRICATED TEES AND CORNERS. LAP JOINT REINFORCEMENT 6 INCHES MINIMUM. 7. SEE ARCHITECTURAL MASONRY SPECIFICATION FOR VENEER ANCHORS. SPACE ANCHORS 16' O.C. VERTICALLY AND 16" O.C. HORIZONTALLY MAX. B. ALL UNITS SHALL BE PLACED IN RUNNING BOND U.N.O. 9. FIll ALL HOLLOW MASONRY COURSES SOLID WITH GROUT BELOW GRADE. 10. HOLLOW MASONRY UNITS BELOW BEAM AND TRUSS BEARING POINTS SHALL BE FILLED SOLID WITH GROUT EOR A MINIMUM OF TWO COURSES IN DEPTH AND FOR A WIDTH OF 24% 11. FILL ALL HOLLOW MASONRY UNITS IMMEDIATELY BELOW WOOD SILLS AND BELOW TRANSITIONS IN WALL THICKNESS SOLID WITR GROUT. 12. FILL ALL HOLLOW MASONRY UNIT COURSES AND CORES TO RECEIVE REINFORCING BARS, EMBEDMENTS AND ANCHORS SOLID WITH GROUT. 13. AT ALL REINFORCING BAR LAP SPLICES PROVIDE A WIRE-TIED MINIMUM LAP OF 48 BAR DIAMETERS UNLESS NOTED OTHERWISE. STRUCTURAL STEEL 1. HOT--ROLLED W-SHAPES AND CHANNELS SHALL CONFORM TO ASIM A992. HOT ROLLED ANGLES, BARS AND PLATES SHALL CONFORM TO ASTM A56. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTH A500 GRADE B. 2. BOLTED CONNECTIONS OF BEAMS OR OIROERS ARE TO BE MABE WITH A325 BOLTS (3/4"DIA, MIN, U.N.O.) INSTALL BEARING BOLTS SNUG TIGHT AND FULLY PRETENSION BOLTS IN DIRECT TENSION (INCLUDES HANGERS AND TENSION BOLTS IN MOMENT END PLATES) iN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." FULLY PRETENSIONED CONNECTIONS SHALL BE TIGHTENED USING THE TURN OF NUT METHOD. S. ANCHOR RODS SHALL BE ASTM F1554, GRADE 36, HOT DIPPED GALVANIZED. PROVIDE HOOKED END W/ MIN. 3x ANCHOR DIAMETER HOOK LENGTH OR HEAVY HEX NUTS WELDED TO EMBEDDED END. TYP, UNO, 4. STEEL CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS OR OTRER APPROPRIATE AISC PUBLISHED CONNECTIONS DESIGNED TO RESIST ONE HALF OF THE TABULATED UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. 5. MOMENT CONNECTIONS INDICATED ON PLANS SHALL DEVELOP THE FULL MOMENT AND SHEAR CAPACITY OF THE MEMBER. 6, CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, 7. WELDING SHALL BE PERFORMED BY WELDERS THAT HAVE SATISFACTORILY PASSED AWS QUALIPICATION TESTS TO PERFORM THE TYPE OF WELBINB WITHIN THE PREVIOUS TWELVE MONTHS, WELDING ELECTRODES SHALL BE ASTM A23S, CLASS ETOXX. 8, ALL STEEL SHALL BE SHOP FABRICATED TO THE FULLEST EXTENT POSSIBLE, 9. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL, NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. SHOP DRAWINGS ARE PREPARED AND USED BY THE CONTRACTOR AS INSTRU- MENTS TO SEQUENCE HIS WORK AND TO FACIUTATE FABRICATION AND ERECTION. REVieW OF SHOP DRAWINGS SHALL BE FOR GENERAL DETAIL AND ARRANGEMENT ONLY. CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR DIMENSIONS, PROPER FIT AND DETAILED DESIGN OF CONNECTIONS. 10, GROUT: ASTM C 1107, NONMETALLIC, SHRINKAGE RESISTANT, PREMIXED. 11. STEEL FINISHES: STRUCTURAL STEEL AT SECOND FLOOR LEVEL (3 BEAMS): RUST INHIBITIVE PRIMER CONFORMING TO TT-P-B6, TYPE 1; OR 1NEMEC EXTERIOR #10-99 OR 88-555, ALL OTHER STRUCTURAL STEEL: HOT-DIPPED GALVANIZED WOOD FRAMING 1. SAWN FRAMING LUMBER SHALL BE OF THE FOLLOWING SPECIE ANG MINIMUM GRADE FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE-STAMPED BY A RECOGNIZED AGENCY AND SHALL BE SURFACED DRY. LUMBER SHALL BE DELIVERED TO THE JOB SITE WITH A MAXIMUM MOISTURE CONTENT OF 19~; AND SHALL BE PROTECTED FROM THE ELEMENTS UNTIL THE MATERIAL IS INSTALLED. SPECIES: ALL FRAMING SHALL BE DOUGLAS FIR-LARCH, HEM-FIR OR SPRUCE- PINE-FIR (SPF) UNLESS NOTED OTHERWISE, WITH THE FOLLOWING EXCEPTIONS; FRAMING EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, SOIL OR WATER SHALL BE SOUTHERN PINE PRESSURE TReaTEd TO .40 POUNDS PER CUBIC FOOT PRESERVATIVE RETENTION AND SHALL BE KILN DRIED AFter TREATMENT (KDAT). GRADE: RAFTERS, JOISTS. BUILT-UP MEMBERS AND STUDS OVER lOFT LONG: No. 2 OR BETter. STUDS LESS THAN OR EQUAL TO lOFT IN LENGTH, PLATES & BLOCKING: STUD GRADE. 2. DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRE- STOPPING, ETC. SHALL CONFORM TO ire LATEST EDITION OF THE INTER- NATIONAL BUILDING CODE, THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, THE TIMBER CONSTRUCTION MANUAL AND AF&PA'S "DETAILS FOR CONVENTIONAL WOOD FRAME CONSTRUCTION"(2001). S. ENGINEERED WOOD FRAMING SHALL CONSIST OF THE FOLLOWING PRODUCTS AS MANUFACTURED BY BOISE ENGINEERED WOOD PRODUCTS: WOOD "1" JOISTS: AJS AND BCI SERIES JOISTS RIM BOARD: 1" BC RIM BOARD LAMINATED VENEER LUMBER (LVL): VERSA-LAM, 2.0E AS MANUFACTURED BY ANTHONY FOREST PRODUCTS: ANTHONY POWER BEAM LSL: LAMINATED STRUCTURAL LUMBER 500Orb 2.1E ANTHONY POWER COLUMN: SOUTHERN PINE GLULAM COMBINATION #50 4. USE MANUFACTURERS STANDARD RIM BOARD AT EACH FLOOR LEVEL TYPICAL WHERE ENGINEERED WOOD JOISTS ARE USED. 5. USE WEB STIFFENERS AT ALL LOCATIONS WHERE ENGINEERED WOOD JOISTS ARE SUPPORTED ON JOIST HANGERS. 6. USE SQUASH BLOCKS AT ALL LOCATIONS WHERE LOAD BEARING WALLS BEAR ON ENGINEERED WOOD JOISTS. 7. WHERE LOAD BEARING POSTS BEAR OVER ENGINEERED WOOD JOISTS, PROVIDE SQUASH BLOCKS BETWEEN JOISTS, EQUAL IN SIZE TO THE POST, TO TRANSFER LOADS AROUND JOISTS. B. PLYWOOD SHEATHING SHALL BE APA GRADE STAMPED FOR SPECIFIED SPAN, SHALL BE MADE WITH EXTERIOR GLUE, AND SHALL BE OF THE FOLLOWING THICKNESS: ROOF: 3/4" FLOORS: 3/4" WALLS: 3/4" WHERE CARPET OR SHEET FLOORING IS TO BE DIRECT APPLIED TO SUBFLOOR WITHOUT UNDERLAYMENT USE 3/4" APA RATEd STURD-I-FLOOR EXP 1. A GRADE STAMP SHALL BE VISIBLE ON ALL SHEETS. 9. ALL PLYWOOD SHALL BE GLUE-NAILED TO FLOOR JOISTS USING APA APPROVED ELASTOMERIC CONSTRUCTION ADHESIVE (CHEMREX INC. PL400 OR AN APPROVED EQUIVALENT.) 10. LEAVE 1/8" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PLYWOOD EDGE JOINTS. 11. ALL RAFter AND JOISTS SHALL AUBN WITH STUDS BELOW; WHERE REQUIRED INSTALL ADDITIONAL STUDS. ALL RAFTERS SHALL BE ANCHORED TO SUPPORTS WITR JOIST HANGERS OR HURRICANE TIES. 12. WHERE JOISTS AND RAFTERS ARE PARALLEL TO EXTERIOR WALLS PROVIDE BLOCKING TO MATCH AT 16" O.C. IN THE FIRST ADJACENT JOIST AND RAFTEr BAY. 13. USE DOUBLED JOISTS UNDER ALL PARALLEL PARTITIONS. 14. WHERE SAWN LUMBER FRAMING IS FLUSH FRAMED TO ENGINEERED WOOD OR STEEL GIRDERS, SET THESE GIRDERS 3/9" CLEAR BELOW BELOW TOP OF SAWN LUMBER TO ALLOW FOR SHRINKAGE, 15. PROVIDE SOLID BLOCKING BETWEEN JOISTS AND BETWEEN RAFTERS AT ALL SUPPORTS. 16. PROVIDE ROWS OF BRIDGING BETWEEN JOISTS AT O'-O" O.C MAX. MEASURED IN THE DIRECTION OF THE SPAN. 17. STUD BEARING WALLS ARE TO BE 2x4@16"oc AT THE INTERIOR AND 2x6016"oc AT THE EXTERIOR TYP. U.N.O. 18. ALL STUDS TO BE CONTINUOUS BETWEEN POINTS OF LATERAL SUPPORT: FLOOR TO FLOOR, FLOOR TO FRAMED CEILING OR FLOOR TO BOTTOM OF ROOF. CONTINUOUS STHD LOCATIONS INCLUDE STAIRWELLS, GABLE END WALLS AND DOUBLE HEIGHT SPACES. 19. AT THE ENDS OF All HEADERS PROVIDE A MINIMUM OF ONE JACK AND ONE KING STUD. PROVIDE ADDITIONAL JACK (J) AND KING (K) STUDS WHERE NOTED. 2J INDICATES 2 JACKS. 2K INDICATES 2 KINGS, ETC. 20. USE DOUBLE STUDS AT ENDS OF WALLS AND AT ENDS OF WALL OPENINGS. 21. LAP ALL PLATES AT CORNERS AND AT INTSRSECTIONS OF PARTITIONS, 22. AT THE ENDS OF All BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT INTERIOR WALLS AND 6" AT EXTERIOR WALLS. 25. ALL COLUMNS AND BUILT-UP POSTS INDICATED ON PLANS SHALL EXTEND DOWN THROUGH THE FRAMING, SPLICED AND GRACED AT EACH FLOOR LEVEL, TO FOUNDATIONS OR TRANSFER BEAMS. 24. ALL FRAMING & SHEATHING NAILS SHALL CONFORM TO AS~ F 1667, BE GALVANIZED AND HAVE A MINIMUM DIAMETER OF 0.151" TYP. UNO. 6d NAILS SHALL HAVE A MINIMUM DIAMETER OF 0.115" 25. BUILT UP BEAMS SHALL BE SPIKED TOGETHER WITH TWO ROWE OF 10d NAILS AT 16"oc. 26. JOIST HANGERS, FRAMING ANCHORS, AND RAFTEr ANCHORS SHALL BE 18 GAGE MINIMUM, GALVANIZED STEEL AS MANUFACTUREO BY SIMPSON, USP- KANT-SAG OR AN APPROVED EQUIVALENT. PROVIDE Z-MAX OR HBO PRODUCTS WHEN IN CONTACT WITH PRESSURE TReaTEd WOOD. USE ONLY FASTENERS THAT ARE SPECIFIED BY THE MANUFACTURER. PROVIDE HANGERS AT ALL LOCATIONS WHERE FRAMING IS NOT SUPPORTED FROM BELOW WITH 2" MINIMUM BEARING. GENERAL NOTE All drawings, spec~f~caUons plans [de(Is, arrangements and designs represented or referred [o are the propery of and owned by Gluckmon Moyner Arch~tec s, whether the project for which they are prepared is executed or no[. They are created evolved, developed and produced solely For use on Grid in connecton wdh th~s proec~ and none o~ the obove may be disclosed OF given to or used by any person, firm or corporation for any use or purpose and drecbon ;luckmon Mayner Architects. NO. DATE SUBMISSION REV, I 14 AUG 2009 FOR PERMIT 4 SEPT 2009 FOR BID 26 MAY 2010 ISSUED REVISIONS FOR D.O.B. MEP ENGINEER klonmgton Engineering Consulten[s 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Doll6nd, P,E 15 RDHFood Avenue, Sui(e 301 Kingston, NY 12401 GLUCKMA:N MAY;N E,R ARCHIT'ECTS, SPITE HOUSE 2760 VILLAGE LANE ORIENT, MY 11957 PROJECT NO. 07004 STRUCTURAL NOTES SCALE: DATE: 08.14.09 DRAWN: JL/JS S4 CAD FILE: 1736-84.dwg © Copyright Gluckman Moyner Architects BLOCKING BETWEEN - EXIS~INB RAFTERS SIMPSON LSTA12 @ 16" O.C. 18" LVL WITH SCREWS 0 16" O.C. f aTnc flOOR~ EXIS~NGLT]IC FLOOR & 2ND~// GPLO~R(/~'~ ~! ~R A~'~; TI 0N SCALE: 1 1/2" = 1'-0" -5- 12d NAILS REBUILD REAR OF FIREPLACE · ~' ~ ¥FOR7/8"¢~6HOLE'BARS, ;" eF BED ~ 3/4"¢ HOLE, f" Et BED FOR ]¢.5 BARS. SIMP ~ON SET OR HIL~ IT H 150 ADHESIVE ~- EXIST. CONC. -- '~ POWER BEAM HEADER 4x4 UNDER JACK/KIND STUDS ROUGH SfLL 8" SLAB SECTION SCALE: 1/2"=r-o" SEOT, ON FRAMING SECTION SCALE: 1 1/2" = 1'-0" 3- 9 1/2" LVL- SECTION SCALE: 1"=1'-0" SIMPSON HUC210-2 GIRDER TO POST FINISHED GRADE SIMPSON ABU66 ~ 5/8"¢ xlO" EMBED. ANCHOR ROD 10"¢ CONCRETE PIER #4 VERT BAR, HOOK CENTERED CONG. FTG. IN BF24 FORM SIMPSON AT JOISTS POST CLEAR SIMPSON SECTION SCALE: 1/2"=1'-0" II II I,I U CONNECTION SIMPSON BP DETAIL SCALE: 1 1/2" -- 1'-0" ROD 6x6 DOUBLE 2x6 2 STUD J L A307 ~-:REABEB IT ROD W/ DOUBLE #5 VERT. AT , t SECTION SCALE: 1"=1'-0" SIMPSON LUS28 AT JOISTS POST CLEAR EXIST SLAB P.T. 2x6 PLATE ANCHOR RODS s" CMU W/ #4 VERT. BARS AT DOWEL BARS S" INTO EXIST. SLAB. SECTION SCALE: I/2"=1'-0" SECTION SCALE:I"=I'-O" l,L 1/2"¢ x 10" LAG SCREW , ~ SIMPSON BP 1/2 - 5 "I I HDG II ~ 4 x 4 POSt CONNECTION DETAIL SCALE: 1 1/2" = 1'-0" SECTION SCALE: 1 1/2" = 1'-0" 5" LEDOERLOK 3 1/2" × 5 1/2" ANTHONY POWERBEAM t SIMPSON HUG46 EACH END 5/8"¢ xlO" RODS 32" O.C. SHEARWALL SIMPSON LSSO 12" O.C. SECTION SCALE: 1"=1 '-0" TAPERED 2x6 AT 16" O.C.J EXIST. SLAB1 EXIST. FDN. I> SECTION SCALE: 1"=1 '-0" NOT USED SCALE: 1 1/2" = 1'-0" FACE OF P.T. 2x P.T. JOISTS 16" O.C, LEDGERLOK AT 16" O.C. HBO or Z-MAX JO[ST HANGER TYPICAL TYPICAL LEDGER SECTION SCALE: 1"=1'-0" /N GENERAL NOTE: and direction NO. DATE SUBMISSION REV. 1 14- AUG 2009 FOR PERMIT 4- SEPT 2009 FOR BID 26 MAY 2010 ISSUED REVISIONS FOR D,O,B. MEP ENGINEER Engineering ConsulEanLs 501 Firth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E 15 Railroad Avenue, Suite 50 Kings(on, NY 12401 GLUCKMAN MA' NER ARCHI]'ECTS SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 STRUCTURAL D ETAI LS SCALE' As Noted DATE: 08.14,09 DRAWN: JL/JS S 5 CAD FILE. 1736-S5dwg © Copyright Gluckmon Mayner Architects 1=.2 L~VATO~'r ,¢~. !~. ~'4. ~. ~. 1 ~ ~.~ ~IN~ 2" ~' ~" ~' ~" 2 1.4 I LE®END ..... '~ MEN-- PIPING I (8,82 M~H) ]19" V.T.~. JIL?v.T-*. ~OOF 1 z2" ~UMP TO E)P,'T"vVELL (V.I.F.) I I I 2,,I ATTIC 2ND FL 1ST FL SANITAI:2-.Y DIAGI:2.AM SUMP PUMP SCALE' NTS ATTIC P-1 HOSE BIB NOTE: PROVIDE INTERIOP- SHUT OFF VALVES WITH ACCESS FOR ,ALL HOSE BIBS, (TYP) P-2 2ND FL I I2 (V. LF.) 'vVATEP-. P-.I~EP-. IC)IAGP-AM SCALE:NTS GAS PIPING P-.ISIEP-. IZ)IAGP-CxM SCA~E: NTS OENERAL NOTE: All drowMgs, specfficoUons, pt~ns, ideas, srrengements snd designs represented or referretl to ere the property of snd owned by Gluckmsn Mayner Architects, whether the project for wMch they ore prepared is executed or not. TheX ere created, evolved, deveoped snd produced solely for use on and n connection with this project ~nd none of the ~bove rosy be d~sclosed or g~ven to or used by <]ny person, firm or corporation for any use or purpose whatsoever except upon the written permission ond direcbon of' Gluckmon Moyner Arch tects. NO. DATE SUBMISSION 09.24.07 2 08.13.09 3 09,04.09 4 10.05.26 ISSUED FOR PREUMINARY PRICING ISSUED FOR PERMIT ISSUED FOR BID ISSUED RDClSED FOR DOB MEP ENGINEER Hanington Engineering Consultonts 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dalland, P.E. 15 Railroad Avenue, Suite 301 Kingston, NY 12401 GLUCKMAN MAYNER ARCHITECTS 250 Hudson Street New York~ NY 10013 tel 212+g2g,0100 SPITE HOUSE 2760 VILLAGE LANE ORIENT, NY 11957 PROJECT NO. 07004 PLUMBING RISERS & SPECIFICATIONS SCALE: 1/4"=1'-0" DATE: DRAWN: JPK P-- 1 CAD FILE: © Copyright Gluckmon Moyner Architects