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Town of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 11/23/2011 No: 35303 Date: 11/23/2011 THIS CERTIFIES that the building Location of Property: 235 SOUNDVIEW RD ORIENT, SCTM #: 473889 Sec/Block/Lot: 15.-3-4 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 7/12/2007 pursuant to which Building Permit No. ADDITION/ALTERATION Lot No. filed in this officed dated 33267 dated 7/23/2007 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 covered porches, second floor roof deck and outdoor shower, to an existing one family dwelling as applied for. The certificate is issued to Retus, Brian & Rems, Merry (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 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. 33267 Z Date JULY 23, 2007 Permission is hereby granted to: BRIAN & MERRY L RETUS ~ 1250 NORTH SEA DRIVE ORIENT,NY 11957 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA, TRUSTEES AND DEC. at premises located at 235 SOUNDVIEW RD ORIENT County Tax Map No. 473889 Section 015 Block 0003 Lot No. 004 pursuant to application dated JULY 12~roved~ the Building Inspector to expire on J~ 23, 2009. ~ , ~ 00.00 / / / // Fee S ~AAu~~ ~ure~ ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department wit A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and u topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Apprnval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than Z 5. Commercial building, industrial building, multiple residences and similar buildings and inst: of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. the ,loll ~c~ nat or ggl -. 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 applioation and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate ofOecupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Owner or Owners of Property: ~r~_[~/~) Suffolk County Tax Map No 1000, Section Subdivision Permit No. g 3 ~) ~ 7 Date. Old or Pre-existing Building:_ / (check one) Street Hamlet Filed Map. Date of Permit. '7- ~) .~ ~Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ c~ ~ ~5)C) Lot Lot: Underwriters Approval: Final Certificate: / (check one) "-~ ~pplic'~nt Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JOSEPH MAURO & SONS, INC 33 CAMPUS LANE LAKE RONKONKOMA, NY 11779, MR. & MRS. RETUS 235 SOUND VIEW RD. ORIENT, NY 11957 Located at 235 SOUND VIEW RD. ORIENT, NY 11957 Application Number: 3049655 Section: Block: Lot: Certificate Number: 3049655 Building Permit: 0 BDC: ns11 Described as a Residential Occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 25th Day of Jo.e, 2005. Name 0TY Rat_._~e Alarm and emergency equipment Sensor 2 0 Appliances and Accessories Air Conditioner 4 0 Air Handler 4 0 Dish Washer 1 0 Exhaust Fan 3 0 Furnace I 0 Oven I 0 Panels Se~ice Service Disconnect: ServicelPhase3w S~rvice Rating200Amperes Wiring And Devices Dimmer Fixture Fixture Rating 0 Above 1500 20 1.2 30 I 100 0 200 Circuits Typ~ Carbon Monoxide BTU Amps KW F.H.P Oil Amps cb 9 0 120V 2 0 Fluorescent 8 0 LOW Vol~ Continued on Next Page I of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JOSEPH MAURO & SONS, INC 33 CAMPUS LANE LAKE RONKONKOMA, NY 11779, MR. & MRS. RETUS 235 SOUND VIEW RD, ORIENT, NY 11957 Located at 235 SOUND VIEW RD. ORIENT, NY 11957 Application Number: 3049655 Certificate Number: 3049655 Section: Block: Lot: Building Permit: 0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2$th Day of Ju.e, 2oos. Name QTY Rate Rating Circuits Type Fixture 67 0 Incandescent Paddle Fan 9 0 ReceptarJe 1 0 20a Appliance Receptacle 1 0 30a D~yer Receptacle 13 0 GFCI Receptacle 58 0 Gen, Purpose Switch 53 0 Gert, Purpose 2 of 2 seal This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Town Hail Annex 5437.5 Main Road P,O, Box 1179 Sou~old~ New York 1197]-0959 Telephone (631 ) 765-1802 Fax (631 ) 762 -9502 BUILDING DEPARTMENT TOWN OF 80UTHOLD CERTIFICATION Date: Building Permit (Please print) Plumber: (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 o f 1% Sworn to before me this day o~.~ , 20~ ~ Notary Public 7~~unty JUDITH A. $CULLY Notary Public, State of New York No. 01SC5034538 C Qualified in Suffolk County ommission Expires October 11, -~ (Plu~ ers Signature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ F~~OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT FENETRA~_.ON REMARKS: ~ ~~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]~LJNDATION 1ST [ [~]~ FOUNDATION 2ND [ ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ~)UNDA~2ND.~ [ ]INSULATION [~"] FRAMIN~ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]F~UNDATION 2ND [ ] INSULATION / [~/] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FInE RESISTANT PENETRATION REMARKS.'~' F..~'"~_~ < -/~. ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~'~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]F1RE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [~J~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION TOWN OF~NG DEPT. INSP ' ION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ]~N [ ~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTAI¢I' PENETRATION DATE INSPECTOR~~ FHgLDINSPECTIONREPORTI DATE ! ff~ ~ ~(~COMMENTS .... ,~ FO~DATION (1ST)~ ~ ~ ...................................... 17/2~,7 ~~~_ ~&~ ~ FO~DATION (2ND) ~ ~/ ~ ~ ~'~ ~SL~ATION PER N.Y. ff --- : ~DITION~ COUNTS ~ - ~o~ - ~- . /~1 y.dO TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20.__ Approved 20 Disapproved a/c Expiration ,20___ BUILDING PERb'IT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval SurveX Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT Date INSTRUCT,ONS 20 oq a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within l 8 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~7'~12-~_~ ~-~1 ~ ~"' (As on the tax roll or latest deed) If a~~~ure of duly authorized officer f (~ame an-d title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o_fland on which proposed work will be done: House Number Street Hamlet County Tax Mop No. 1000 Section I~'" Block V"~ LOt Subdivision t~?o~ OLIn,J( F~._~.. Filed Map No. '~q44 Lot (Name) 3. Nature of work (check which applicable): New Building State existing use and occupancy of pye~rni~es and i0tDnded use and occupftncy of proposed ,const[uction: a. Existing use and occupancy (~i~J<.l~ ~-HI~( [~//X~o ~_t~, '., b. Intended useandoccupancy ~iJ~l.~ ~W4~I-,W' ~'~'"l"r~t4J. V,o Addition ~ Alteration Repair Removal Estimated Cost ~¢ If dwelling, number of dwelling units If garage, number of cars Demolition / Other Work Fee Number of dwelling units on each floor 8. Dimensions of entire new construction: Front ¢[ ~, Height ~41~. Number of Stories 9. Size of lot: Front I{~(~ ~q~. 10. Date of Purchase ~p~-( [~ [ ~tD~b (Description) (To be paid on filing this application) If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions ofexistin~ structures, if any: Front ~'-~ ilRear q't7~' IO0 Depth Height . 14 ~'~ Number of Stories '~- Dimensions of same structure with alteratiDns or additions: Front ~'/~'-Bt Rear Depth_ qc~ L,~,, Height '¢'~,~ ~1', Number of Stories Rear ~ ~ Depth ,~,/~'- 11. Zone or use district in which premises are situated ~- q ~) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES__ NO ~¥ill excess fill be removed from premises? YES NmesofOwn~of'p _remises ~,A: ~(dC Address~:O ¢o¢::~V~. PhoneNo. 14' N~e of Architect ~,~ ~ ~'~ - ~ gift ~dt ~.~s Phone No Address Name of Contractor Address ~ ~t 7~ Phone No. 15 a. Is this prepay within 100 feet of a tidal wetland or a ~eshwater wetland? *YES ~O * IF YES, SOUTHOLD TO~ TRUSTEES & D.E.C. PERMIT~AY BE REQUIRED. b. Is this prope~y within 300 feet of a tidal wetl~d? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~ [4A~t-- ~ ~.qz-~& being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ./~-~-~4~ [/(~1/ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Signature of Applicant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6532 DATE: February 14~ 2007 ISSUED TO: BRIAN RETUS PROPERTY ADDRESS: 235 SOUNDVIEW RD., ORIENT SCTM # 15-3-4 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 February 14, 2007 and in consideration of application fee in the sum of $250.00 paid by Brian Rems 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 convert the existing one and one-half story cape to a full two-story colonial construct roof deck over existing deck on water-side of dwelling, and a covered porch and second-story addition on the street side of the dwelling, with the condition of drywells for the new addition, and 10'non-tur[ buffer landward of the bluff, and all as depicted on the plans prepared by John Metzger revised November 28, 2006. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. Jill M. Do~h'erty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town H~lAnnex 54375M~nRoad P.O. Box 1179 Southold, New York 11971-0959 Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD CERTIFICATE OF COMPLIANCE # 0591C Date October 13, 2010 THIS CERTIFIES that the conversion of the existing one and one-half stow cape to a full two- story colonial, construction of a roof deck over existing deck on water-side of dwelling, covered porch, second-stow addition on street side of dwelling, dr/wells and 10' non-turf buffer landward of the bluff At 235 Soundview Rd., Orient Suffolk County Tax Map #15-3-4 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/23/07 pursuant to which Trustees Wetland Permit #6532 dated 2/14/07 was issued and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for the conversion of the existing one and one-half story cape to a full two-story colonial, construction of a roof deck over existing deck on water-side of dwelling, covered porch, second- stow addition on street side of dwelling, drywells and 10' non-turf buffer landward of the bluff. The certificate is issued to BRIAN RETUS owner of the aforesaid property. A t~h~ri~ ~Ad 'Si~gnatu~re New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY at Stony Brook, 50 Circle Road, Stony Brook, New York 11790-3409 Phone: (631)444-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT Alexander B. Grannis Commissioner Brian Retus 1250 North Sea Drive Orient, NY 11957 April 23, 2007 Re: Application//1-4738-00422/00003 Retus Property, 235 Soundview Road, Orient, NY 11957 S.C.T.M. #1000-15-3-4 Dear Mr. Retus: Based on the information you have submitted, the Department of Environmental Conservation has determined that the property landward of the "TOP OF BLUFF" line, as shown on the survey prepared by John T. Metzger dated August 2, 2006 last revised November 28, 2006, is beyond Article 25 (Tidal Wetlands Act) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark Carrara Deputy Permit Administrator CC: Michael Macrina, Architect, P.C. NYSDEC, Marine Habitat Protection file (kaf) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 14, 2007 TO: Michael Macrina (Retus) 409 Lake Ave., Suite C St. James, NY 11780 Please take notice that your application dated May 3, 2007 For permit for additions and alterations to an existing single family dwelling at Location of property: 235 Soundview Road, Orient County Tax Map No. 1000 - Section 15 Block3 Lot4 Is returned herewith and disapproved on the following grounds: The proposed additions and alterations, on this nonconforming 22,684 square foot lot in the R-40 District is not permitted pursuant to Article XXII Section 280-116 A (1), which states; "All buildings or structures located on lots adiacent to sounds and upon which there exists a bluff or bank landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff or bank." The proposed additions and alterations are noted as being +/- 36 feet from the bluff. A variance~ issued on April 23~ 1987 {Appeal #3613)~ allowed for the deck to be no closer than 40 feet~ unattached to the house. That deck~ which will be built upon based on this new application~ was ultimately attached to the house and is now 36 from the bluff. Our research shows that the deck was not built too close to the bluff, in violation of the original ZBA approval~ but rather the bluff line has changed since 1987. In addition, the proposed additions and alterations are not permitted pursuant to Article XXIII Section 280-124, which states that non-conforming lots, measuring between 20,000 and 39,999 square feet in total size, require a minimum single side yard setback of 15 feet. Following the proposed additions and alterations, the dwelling will have a single side yard setback of 5.7 feet. This Notice of Disapproval was amended on May 18~ 2007 to address the previous variance issued for this propertw. Aut onze~Sigfii e~ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. APPEALS BOARD MEMBERS James Dioizio, Jr., Chairman Gerard R Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY I 1971-0959 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) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS, AND DETERMINATION MEETING OF DECEMBER 6, 2007 ZBA FILE # 6094 - BRIAN and MERRY RETUS PROPERTY LOCATION: 235 Soundview Road, Orient CTM 15-3-4 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 steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's parcel is a 22,684 square foot parcel (nonconforming in this R-40 Low-Density Residential Zone District), with 100 feet along Soundview Road, 224.23 feet in depth along the easterly side property line, and 96.59 feet along a tie line adjacent to the Long Island Sound. The premises is improved with an existing 1½ story single- family dwelling as shown on survey prepared by John Metzger, L. S. dated August 2, 2006 updated June 28, 2007. BASIS OF APPLICATION: Request for Variances under Sections 280- 116A(1), based on the Building Inspector's September 28, 2007 Notice of Disapproval concerning a proposed second-story deck addition to the dwelling, which new construction will be less than 100 feet from the top of the bluff or bank of the Long Island Sound LWRP DETERMINATION: A Letter confirming consistency dated June 25, 2007 was submitted to the Board of Appeals under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP) standards. Grant of the relief in this variance application as applied for will not adversely impact the bluff along Long Island Sound provided best management practices are adhered to as follows: use hay bales or silt fencing during construction, install gutters, downspouts and sub- surface drywells to contain roof and deck runoff on site, and maintain a non- disturbance buffer zone to protect the bank. A letter dated June 19, 2007 from Suffolk County Soil and Water signed by Thomas J. McMahon, the District Manager, confirms the LWRP report and recommendations, indicating that Page 2 - December 6, 2007 ZBA File #6094 - Brian and Merry Retus CTM 15-314 the bluff is well vegetated with herbaceous and woody plant materials, numerous boulders at the toe and is in stable condition. AREA VARIANCE RELIEF REQUESTED: The applicant proposes to build a 8 ft. by 26 ft. second-story, exterior deck, open to the sky, with a 4 ft. roof overhang directly above a first-floor deck measuring 12 ft. by 40 ft. as noted on two elevation drawings and one floor plan drawn by Michael Macrina, Architect dated 10/1/07. This requested relief is located within the existing footprint of the dwelling, but is less than 100 feet from the top of the bluff adjacent to the Long Island Sound. ADDITIONAL INFORMATION: In July 2007, ZBA variance #6049 granted relief concerning conversion of an existing 1½ story dwelling to a two-story dwelling, and to rebuild the ground floor deck with the same non-conforming 36 ft. setback from the bluff as the existing deck. A proposal for a second-floor deck above was denied as increasing the setback non-conformity of the code and creating additional strain on the bluff as well as visual impacts. At the public hearing on November 15, 2007 for the current variance, the applicant's attorney stated that the current application is for a smaller second-story deck rather than the one originally applied for and that no discussion at the previous hearing about potential impacts on the bluff of a second-story deck had taken place. 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new dwelling is almost complete and adding a second floor deck will not be visible to neighbors or the street. It is in keeping with the new architectural design and will enhance the applicant/owner's enjoyment of views to Long Island Sound 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 since the proposed second floor deck will add greater non- conformity to the existing non-conforming setback from the bluff. 3. Town Law §267-b(3)(b)(3). The variance granted herein is not substantial. The proposed deck is modest in size at 208 S.F. 4. Town Law ~267-b(3)(b)(5). The difficulty has been self-created since a second floor deck is not a necessity. Page 3 - December 6, 2007 ZBA File ~6094 - Brian and Merry Retus CTM 15-3-4 5. Town Law §267-b(3)00)(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. A structural analysis dated October 2, 2007 by Ralph Pacifico, P.E. with the firm of Joseph Schmitt Consulting Engineers, concluded, based on site conditions and the proposed second-floor deck design, that the pier locations and loads are adequate to support a second-floor deck and will not affect the stability of the bluff. This conclusion was supported by site inspection from ZBA members. The survey prepared June 28, 2007 by John T. Metzger notes two drywells on site that will contain all roof runoff, as requested by the LWRP and Suffolk County Soil and Water District Reports 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a second-floor deck, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the two elevation drawings and one 10/1/2007 floor plan drawn by Michael Macrina, Architect subject to the Condition that the second-story deck remain open to the sky. 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 Resolution was/d~ly adopted (5-0). j/ames DinizioJr.i C/~ir~an 12/ ~ /2007 pproved for Filing Erosion, Sedimentation and Storm-water Run-off Control Plan ASSESSMENT FOR,',', A. Does this project meet the minimum standards for classification as an Agricultural Project. Note: If you answered Yes to any of the above, a Storm-water, Grading, Drainage & Erosion Control Plan is not required. ACTIONS REQUIRING THE SUBMISSION OF A STORM~WATER, GRADING~ DRAINAGE & EROSION .CONTROL PLAN CERTIVIED BY A DESIGN PROFESSIONAL IN THE STATE. OF NEW YORK. Item Number: (A Check Mark (,/) for each question is required for complete application) Yes ]No 1. Will this project retain all Storm-Water Run-off generated on Site? (This will include all mn-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 2. Will this project require any land filling, grading or excavation where there is a change to the natural existing grade involving more than 200 cubic yards of material within any parcel? 3. Will this application require land disturbing activities encompassing an area of five thousand (5,000) square feet of ground surface or more? 4. Is there a Natural Water course running through the site or is this project within One hundred (100) feet of wetlands or a beach? 5. Will there be site preparation on slopes which exceed fifteen (15) feet of vertical rise to One hundred (100) feet of horizontal distance? I I 6. Will driveways, parking areas or other impervious surfaces direct Storm-Water Run-off into and/or in the direction of a Town Right-of-Way? 7. Will this application require the placement of' material, removal of vegetation and/or the ~L I .construction of any item within the Town Right-of-Way or road shoulder area? V ('This item does not include the installation of driveway aprons.) 8, wi ltherebesi epreparationwithi theonehundred l°°)year"oodplainofanywate °ourse? Note: if any answer to questions'~)ne through eight is answered with a check mark in the Box, a Storm-water, Orading, Drainage & Erosion Control Plan is required and must be submitted for review prior to issuance of any building permit. S*AT OFN W¥Om COUNTY OF,. ~z~ ~..l ./ ss That I..~'{[l(~g.h~...~T2~.[F~lZ.,~.~..']~i --~ being duly sworn, (ieposes and says that he/she is the applicant for Permit, And that He/She is the [ .~l~':~ . (Owner, Conuactor, Ageilt, Coqmrate Officer, etc.) Owner and/or representative of the Owner or Owner's, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belier; and that the work sill be performed iu the manner set forth in the application filed herewith. Sworn tn before me this; ................. ~-) ...... ~ ..... da~.,~i~ ............. Notary Pub lic:~.ffL&~~~ [ - u&aBAItA ANN' h0'0~Eh ............................... ;' ~'f Applicant) .......... Notary Public, State of New York No. 4855805 Qualified in Suffolk County Commission Expires April 14,~,~C) MmcUAr..L MARINA .A,[CUITm::CT. r:'.c. 409 Lake Ave., Suite C, St. James, N.Y. 11780 (631)686-6585, Fax: (631)686-6786 Mmacrlna@optonllne.net July 6, 2007 Attn: Damon Rallis Building Department Southold Town Hall P.O. Box 1179 Southold, N.Y. 11971-0959 ~ ? Re.' Proposed Addition / Alteration Retus Residence Z55 Soundview Rd. Orient, N.Y. 11957 SCTM# 1000-15-3-4 Dear Damon, Please find enclosed one signed & sealed set of the revised cupola drawings that you have requested. Please disregard the original sheets A2.3,/[2.4, and AS. 1 and replace with the revised shec~s. If you have any questions and/or comments, please do not hesitate to call. Sincerel[}.~ ~--~ Michael Macrina, A.IA Member of the American Institute of Architects / United States Green Building Council 409 Lake Ave., Suite C, St. James, N.Y. 1178u (631] 686-6585, Fax: (631] 686-6786 Mmacrlna~optonllne.net July 26, 2007 Attn: Damon Rallis Building Department Southold Town Hall P.O. Box 1179 Southold, N.Y. 11971-0959 Re: Proposed Addition / Alteration Retus Residence 235 Soundview Rd. Orient, N.Y. 11957 SCTM# 1000-15-3-4 Dear Damon, Please omit the proposed second floor roof deck on the rear side of home from the application, due to the Zoning Board Appeals decision on 7/12/07. ffyou have any questions and/or comments, please do not hesitate to call. Micfiaet Macrina, AIA Member of the American Institute of Architects / United States Green Building Council 409 Lake Ave., Suite C, St. James, N.Y. 11780 (631) 686-6585, Fax: (631) 686-6786 Mmacrina@optonline.net February 28, 2008 Town of Southold Building Department Town Hall Southold, N.Y. 11971 Re: Insulation Observation Retus Residence 235 Soundview Road Orient, N.Y. 11957 For whom it may concern, Your department has issued a permit to construct a first and second floor addition to our client's home, which included specifications for the insulation throughout the house structure. I observed that the insulation was installed properly as per our drawings. I have also attached a copy of the installer's invoice, which describes the 'R' value installed within the various house components. I respectfully request that you accept this letter for this observation. If you have any questions, please do not hesitate to call. Sincerely, Rfegistered Architect Member of the American Institute of Architects / United States Green Building Council IVJl¢l.l.a,r..L P.e. 409 Lake Ave., Suite C, St. James, N.Y. 11780 (631) 686-6585, Fax: (631) 686-6786 Mmacrina@optonline.net March 11, 2008 Town of Southold Building Department Town Hall Southold, N.Y. 11971 Re: Insulation Observation Retus Residence, Permit #33267 235 Soundview Road Orient, N.Y. 11957 For whom it may concern, Your department has issued a permit to construct a first and second floor addition to our client's home, filed under the 2003 Residential Code of New York State, which included specifications for the insulation throughout the house structure. I observed that the insulation was installed properly as per our drawings. I have also attached a copy of the installer's invoice, which describes the 'R' value installed within the various house components. I have also observed that all caulking and sealing has been installed as required by the 2003 Residential Code of New York State. I respectfully request that you accept this letter for this observation. If you have any questions, please do not hesitate to call. Sincerely, Registered Architect Member of the American Institute of Architects / United States Green Building Council TOWN OF SOUTHOLD PI~OPERTY RECORD CARD OWNER S*RE o9j ¢ N VILLAGE DISTRICT SUB. ACREAGE ,~"/o TYPE Of BUILDING LOT c/ /~ RES'2 Io W LAND /t,) ~.. 2,foo NEW Farm Tillable 1 Tillable 2 Tillable 3 SEAS. VL. . FARM I M P. TOTAL DATE NOR/v~AL Acre COMM. REMARKS 700 //, BELOW Value Per Acre L ABOVE Value IND. J CB. c ~ ~, i L, ,,O~--) MISC. Est. Mkt. Value Total House Plot Woodland , Swampland Brushland M. BI :~ ~-~ ?, ~ / ¥ IgC3 J Foundation Extension Breezeway j O.B. J Basement Driveway Porch Porch Both Floors nterior Finish Heat Roof Type Rooms 1st Floor Rooms 2nd Floor Dormer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. New York I 1971-0959 Telephone (631) 765-1802 Fax (631 ) 765-9502 January 15,2009 Mr.&Mrs. B. Retus 1250 North Sea Drive Orient N.Y. 11957 BUILDING DEPARTMENT TOWN OF SOUTHOLD We are unable to complete your Certificate of Occupancy because of the following reasons: ~~n application for Certificate of Occupancy is not on file. (Enclosed) No Electrical Certificate on file _~' £jThe Check is not on file- $ 25.00 No Final Health Department Approval on file. No final inspection has been made. ~o Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) O.~Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval B.P. # 33267 Additions and Alterations Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (63 I) 765~9502 November 9, 2011 BUILDING DEPARTMENT TOWN OF SOUTHOLD Mr. Brian Retus 1250 North Sea Dr Orient, NY 11957 TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. / A fee of $25.00. (/O0-Jr o[c~{2cl/C{~¥¢'c~L 6- ~,~ __ Final Health Department Approval. __ Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) J Trustees Certificate of Compliance. (Town Trustees #755-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 33267 - Addition/Alterations BUILDING PERMIT EXAMINER CHECKLIST Applicant: ~ngineer: ~J~.~?-4 ~'~'~ SCTM# 1000- If' _~ i~ Subdivision: ~/~ Property Address: ~ , , h~, 0~ Building Permits (Open~xpired): BP -Z/C/0 Z-~nfo: BP __ -Z / C/0 Z-~., Info: BP -Z/~_ - _, Info: Single & Separate Search Required? Y or N Determination: *Date Submitted: ~[ A~-/O6/~* Date Reviewed:~_ 4~/06~ Owner: ~ Estimated Cost: 1~ Q~F0 ~(.~ Zone: ~...[~ Conforming?. City: ~ Pre COs'? REQ. Lot Size: ~-{0'g~ ACT. Lot Size: ~_q: REQ. Front AC/T. Front RE~/gide ACT. Side ~Q. Height ~ ACT. Height ~- Project Description: ~~.~ ~ Waterfront~ N? If yes, water oay: auel BP -Z / C/0 Z- , Info: BP __ -Z / C/0 Z- __, Info: REQ. Lot Cov.~ ACT. Lot Cov. J ,.~-~ REQ. Rear ~~r~ Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y or~'~fyes, *Bed#: *Date: / / *Permit#: Town Septic: Y or --- If no, certification requiredi Y or g Received: NYS DEC: PRE-~EC~/~/sY~--~- Date: / / Permit #: '--g~L~etter-~otes: SoutholdTrustee Y~N-Date: __/____ Southold Z YB~ - Date: __/ /__ Southold Planning: Y o~)Date: __/__ __ Town LandmarkCofA:Y ./~TE: __ Notes: / Permit #: ~ ~ or NJ Letter- Notes: Permit #: ~0qel' -Notes: / Permit #: / / - Notes: *NYS CODE Compliance (page 2): Y or N Fee Structure: Foundation: SF First Floor: '~ SF Second Floor: I ? ~'1_~) SF Other: SF Total: ,~ ~ O ('~ SF Calculation: 2.( SF)-( ~:~%"~ SF)= ~-~'~) SF X $ 'q'~=$ + Initial Fee: $ ~ ~ + Additional Fee ( ): $ SF)- ( SF)= SF X $ + Initial Fee: $ + Additional Fee ( ): $. TOT~: o ~ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Weathering: Severe__ Design Temp:ll__ Frost Depth: 36" __ Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: YfN CEILING JOISTS: Y/N FLOOR JOISTS: Y/N LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD: YfN SNOW: Y/N SEISMIC: YfN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N ~ LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER D1AGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DES[(JN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Wind Speed: 120MPH Seismic Design Category: B Termite: M-H Decay: S-M Flood Hazards: GLRDERS: Y/N ROOF RAFTERS: WIND: Y/N bONO SOUND 96.59' SURVEY OF PROPERTY AT ORIENT POINT TO FN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-15-03-04 SCALE,: 1'--30' AUGUST 2, 2006 NOVEMBER 28. 2006 (TOPO. ,~ PROPOSED ADDITIONS) / / °. ) /I.10T ~,6 / / / / AF~_Am~6~ ~. Fr. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED S~AL OF THE SURVEYOR TO TIE UNE .~oSE SIGNATURE APPEARS HEREON. I I / $og V ' LOT NUMBERS REFER TO MAP OF ORIENT BY THE SEA OFFICE ON OCTOBER 26, 1961 AS FILE NO. J444. COASTAL EROSION HAZARD LINE FROM COASTAL EROSION HAZARD MAP PHOTO NO. 45 - 666 - 83. MAP NU"BER J610JCO067 G ~Y 4, ;998. -' ~ 4~61~ ~ ~CU~ 7209~ ~E NEW YORK STA~ EOUCAnON LA~ (631) 765-5020 ~ ~-1797 EX. PT AS PER ~CU~ 7209-SUBDIW~ 2. ALL CER~FICAUONS P. 0. BOX 909 I 96.59' :~ _~ 8~s LOT 46 LOT 45 LOT 47 SURVEY OF PROPERTY AT ORIENT POINT TOFN OF SOUTHOLD SUFFOLK COUNTY, N.Y. i 000-15-03-04 SCALE: 1'--30' AUGUST 2, 2006 $OU '1P LOT NUMBER.S,, REFER TO "MAP OF ORIENT BY THE SEA SECT/ON TWO F/LED IN THE SUFFOLK COUNTY CLERK'S OFF/CE ON OCTOBER 26, 1961 AS FILE NO. 5444. ~;~ COASTAL EROS/ON HAZARD LINE FROM COASTAL EROS/ON ~ FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER J610JCO067 G MA Y 4, 1998. ANY ALTERA,ON OR ADo, r/oN rD TH, S SuRvr~' /S A ~OLATION ' OF SECTION 72090F THE NE~t YORK STATE EDUCATION LA~. (6Jl.,) 76,5-5020 O,C'~AS,~ ~ EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS AREA'22,6&4SO. FT. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX g09 TO TIE LINE ~osE S;~NA~URE APPEARS HEREON. SOUTHOLO, N.Y. 11971 ~/,78/2008 89:87 6317245874 ZENDLER PAGE 84/85 Delfino Insuliation 119 Stephen Hands Path East Hampton. NY 11937 Tender Construction 259 Terry Road Smithto~n, NY 11787 Invoice Phone: (63t)329-7181 Fax: (631)329-7159 Number: 7394 Date: 02/25/2008 Job Address: IN/235 Soundview Rd/2 Story 235 Soundview Road Odent, NY Customer PO ¢¢: Terms; COD Proposal(s): WoM(order(s) 7264 6O66 2 Story 8CSC- 2x8 Closed Sloped Ceilin IGC-Interior Garage Ceiling SDMBF-S D MaSter Bedroom Floo 8OFC- 2x8 Open Flat Ceiling 0CSC- 2x10 Closed Sloped Celll 0CFC- 2x10 Closed Flat Ceiling 4XW- 2x4 Exterior Walls BE- Boxends 4OKW- 2x4 Open Kneewalls SW- Stai~ell to Basement 4OKW. 2x4 Open Kneewalls SDIW- S.D. Interior Walls SDB-SD Bathrooms SD1C- S.D 1st Fir. Ceillng R-30 Ceiling Blow Rockwool Loose Fill {N/A) R-30 Ceiling Blow Rockwool Loose Fill (N/A) R-30 Ceiling Blow Rock'wool Loose Fil{ (N/A) 4M Poly 8'x100 6M Poly 10'x100' R-30 Kraft High Density R14.5 Wall Blow Rockwool Loose Fill (N/A) R14.5 Wall Blow Rock'wool Loose Fill (N/A) R-13 Kraft Faced Insulation R-13 Kraft Faced Insulation Residential Solar Guard R-11 Kraft Faced Insulation R-11 Kraft Faced Insulation R.19 Unfaced Insulation 2 Story totals: - REMIT TO: DELFINO iNSULATION CO. INC 119 Stephan Hands Path East Hampton, NY 11937 Phone: (63t)329-7181 Invoice Total: 09:07 6317245074 ZENDLER PAGE 02/05 Delfino Insulation 119 Stephen Hands Path East Hampton, NY 1 ~ 937 Zender Construction 259 Terry Road Smithtown, NY 11787 Invoice Phone: (631)329-7181 Fax: (63t)329-7159 Number: 7355 Data; 02/15/2008 Job Address: FCI235 Soundview RdlFirecaulk 235 $oundview Road Orient, NY Customer PO #: -- TermS: -- Proposal(a); Workorder(s) 7265 6067 COD . FirecaMking PEN- Penetrations install Fire Caulking to Code Flrecaulking totals: REMIT TO: DELFINO iNSULATION CO. INC 119 Stephen Hands Path Eas[ Hampton, NY 11937 Phone: (631)329-7181 Invoice Total; Attic BI0w Inslllation TbermaTech FTedtiel kmb ThermaTaah Slowing Wool Insulation 13 a completely Inorganic mineral fiber product that does not contain eebestos, cellulose, ground newapapem, cardboard, raga, phenollcs, bate trim, or any other materiel not associated with the manufacture of mineral wool Insu- lation. This product doaa not nea~ nor oonMIn any ~hemlcela to make it lira ratardent, and having no binders, it qualifies as l~/pa I under ASTM Oaatgnetlan C 764 and Ciasa A interior finish rating per NFP^ 101 Life Safety Code with a loss on igbltlon of leas then one percent. ThermaTech Blowing Wool has been teated for tharrnal pealer- mange in accordance with ASTM Teat Method C 518 procedures, noncom- buatlblllty In accerdance with ASTM DeslgnMIon E 136 pr(~eduraa and for surface burning characteristics in accordance with ABTM Test Method 84 resulting In a Flame Spread of 0 and a Smoke Developed of 5. ThermaTeoh Blowing Wool le · Superior mineral fiber Inaulatloo product, manufactured specifically far blown applications In new and existing structures, el the primary building Insulation or ss addldenel Insulation in wells and ceilings of exleting Structures. ThermaTsch Blowing Wool is a loose fill mineral fiber insulation produd that In addition to being asbestos*frae end noncembualtble, iq noncorrosive, permanent, odor free, will not absorb moisture, will not support mildew or fungus and witl not rot, decay, break down or condu~ electricity It will laat for the lif~ of the structure, provide con- tinuous thermal performance and has the added edwntegaa of providing a fire barrier. ThermaTach Blowing Wool ia a prime Insulation product manufac- tured and paokagsd under close quell- ty central conditions. Proper application of ~l~$rmeTech loose fill mineral fiber provides uniform coverage of all areas requiring Insulation and completely fills the erase between ceiling Jolat~ aa well aa the areas between cross bracing, truax bracing, and other uneven epace~ that ere difficult to p¢operiy insulate with bate type Insulation products. Application gl ThermaTech loose fill mineral fiber allows any desired R-Value to be installed and assures · complete insulation job to fit any dimensions. ThermaTech insulation cnn be Installed during new construction er after the atruelura has bean in existence for years. It cea be Installed es the primary insulation or added to existing insulation to retrofit and upgrade the thermal pe~ormsnce of the structure. ThermaTech Atlle Blow Insulation added to existing ceiling insulation does not incur the rtak of possible moisture accumulation problems that are sometimes caused by additional, improperly applied, vapor barrier faced barf insulation prodLmlX. TharmeTeeh Attic Blow Insulation shall be pneumatically Installed in open attic areas. Materials shell comply with ABTM Deaignati<m C 1'64. Type I. These minimum thloknS, saee, maximum coverages, and minimum weights per square foot ere recommended to provide the levels of Insulation thermal resistance iR) for pneumatic application In open attic areas, aa shown: R-Value' Minimum Maximum NM Minimum BIWi Per (et mean temper.tare ?hlekniee Cove~lga W~ght I~r fl,O00 9fl. F~. et 7Il'F) Squem Foot (In;hill} (Ibc. per a~l, ft.) (no. ~' begs) 2.73 75.93 R-33 11,0it 20.57 1,76 40.5~ R-30 10,20 ;~,69 1.57 43.66 R-a0 e.e4 ~e.e3 1,34 37.27 R.22 ?.00 32,15 1.12 3t.10 R-1 O 6.73 37.70 0,35 2lt,47 R.11 3,05 66,30 0,54 15,06 *R-Value is a me~ure ol InsulaUng ability "~' means reslstanco to heat flow. The higher the "R' VWUe, the greater the I~sulat~n The Ameri.can Rockwool Advantage When you choose Amer,can Rockwool insulation today, you~e offering your buyers efficiency, comfort and safety for all their tomorrows, American Rockwcol Insulation is: · Durable and always effective · Non-toxic · Moisture resistant * Sound absorbing · Non-corrosive * Non-combustible · Asbestos free · Non-supportive to vermin FEAI'URE' CE,LLULOSE ,,AMERICAN ROCKWOOL COMPARISON Dominant Old newspaper Refined smelter ore. Inorganic Because of Ils organic nature, Raw Material and other scrap material. Completely recycled, cellulose le naturally paper products, subject to burning end Organic material, decomposition. Production Paper Is ground Ore is melted and spun into long Due to Ils natural tendency to Process into a tine. dust- mineral fibers, bum or decompose, cellulose like consistency. Is consHlered to be a hazardaus product. Chemical Large amounts of None. Cellulose additives are Additives borax and boric deelgned to reduce acid plus other burning and rotting additives, tendencies. Plre Proof Fire resistant, but Non-combustible. Will not suppod The additives that make when Ignited, the combustion and will not melt unless cellulose fire resistant often material will SUpport temperature exceeds 2.000 F. dissipate over time, combustion, leaving the materiel readily combustible. Settling Some feels indicate No significant settling. Cellulose Is naturally 20% - 30% seltling subject to settling. over time. Some tests Indicate settle tacfors of 30% with similar reductions In insulation value. Must be installed at 25% - 30% over seflled denslly bag level. Moisture Organic fibers will Inorganic fll~ers will not absorb Insulation is not effective Absorption readily absorb moL~ture, when wet. Cellulose large amounts of readily absorbs moisture, moisture; even normal condensation can permanently damage it. Installed Fine, dust-like Long fibers Interlock when Installed During windy weather, the Stability fibers are highly giving good resistance to drifting, air movemenl In highly subject fo drifting ventilated atllcs makes cellulose subject to drifting, Of all the loose fill attic insulation proclucls, American Rookwool clearly provides the bast assurance Of excellenl long-term performance and the Iowesl possibility of unexpected problems. Perhaps best of all, It is also pflce competitive, so. if you want premium performance at competitive prices, the logical choice is American Rockwool Insulation, F~r IIIglllv ellli~-allldtll! IlllllltllOII Id exle~let Illd Inledor wills. . IJS~iJJlli IOJllJd IJJliJiJ, NJ ~A~' J~aJlJ~g IliiJ~ Side Wall Spray Iiisulatlon DtiodpliOli The ThermaTech Side Wall Spray Insulation System uses a spec a y ormu a ed mineral fiber wool/dry adhesive composition in s bJowabla conslstency and edda the r gl'~t proport on o water at the point of {nliarfion. The tie'dillon of water activates tho adhesive to 1} provide a method of attechmenl 1o framing members, exterior sheathing, and 2) provide fiber-to-fiber bond that eliminates settling and sag, Instatied as a 5yslem, the insulation offers superior R.velues and sound reduction through wallS, wllh labor and time efficianoy. lu~l~' inP~ml~,-The TharmaTech fnsulsticn System delivers bailer insulating peHormanca than bait insulation because it eltminalas the voids produced by buckled blankets, wiring and p pe uns or cu awe}.a o lit m'ound electrical boxes, piping or mechanical insrallat~ons. It sl~o eutpel~orms typcs b~vn-ln insulation, because the adhesive binder helps il resist and sagging. I~Sll IiIlttll~ma- Applied before drywall is installed, the system takas advantage of the rapid end trouble-Ires spray.in-place motived that is a simple modification o! the Wpi~al blowing process. This method ensures distribution contrOt of ThermsTach Side Wall Spray Insulation, Im~ Ils ~glaKe' While glalis tiber irmulallon has e melt po n o ess hun 1050'F, ThermaTech Insulation products are made of mineral fiber, which has held up ago nsf tempa~aturas In excess el 2,000°F. I~ Ili-II~ C~III~ The speed and ease el installation iranslates nfo extraordinary sAwngs. Further. since attic blow and Ioundation wail spray Insulation is tho preferred way Io Jesu a ceilings and crawl spaces, tl'~e entire building can be handled by the same crew el tho same time. ~ ~ sad ~ MIl~lss¢~- ThermaTech Insulation reduces the loss of heat (and cold) through building stucturas or envelopes by providing a high thermal resistance. ThermaTech Insulation not only save energy but also lowers CO. emissions thus significantly reducing the nagaUve impact on the environment. ~Hy sill- Made el mineral fiber, ThermaTech tnsuiaUon free, end conlains no chemlcaJ additive, lt. r. The TllermaTech Side Walt Spray Insulation n reviewed and approved by major coda bOdies, meats ICC International Building Code rsqu r~men s Ior t-hr, or 2-hr. fire ratings as shown In ES Legacy Reporl No. 9551A. The system qualif as under ASTM C 764 Types I, using ASTM C 518 for II1etmal standards, Also seels ASTM E 84 (Flame Spread 5, Stool(ii neveloped 0), ASTM C 553, ASTM E 136, ASTM C 51e, ASTM E 413 (Assemb~[as with STC ratings from 52.58), ASTM E 1332 (Assemblias w~h OITC ratings Ircm 34-48), ASTM C t338 k. laterlal is gL classified and Approved by N~ York City Board of 8tenda~a end Appeals under MEA #352-Ge-M. lhermalech AIR SEALING The ~'ffiower Door" Test: Every New York ENERGY STAR Labeled Home has a *'blower door" test performed, which accurately measures and detects air loss, Benefits of Air Sealing,: · :. Reduces energy loss and lowers utility bills · :. Ilelps minimize the risk of icc dams, mold, mildew, and structural damage caused by ezce~s moisture · :. Reduces draf~ ensuring a more comfortable home In the typical home, as much as 25% of the heati,ng & cooling, dollars escape: Through the unseen cracks and gaps usually found in attics, basements, duct systems, and around floors, doors, windows, plumbing, recessed lighting and electrical outlet. It's like leaving a window open all year round. New York ENERGY STAR Labeled Homes help eliminate this problem. Every home is tested with a "blower door" to ensure Iow air leakage for greater energy performance. Ii'or A C~>mpetitive Quote P:~ckage Contact the .ffke BOHEMIA 1648 LOCUST AVE UNIT D (631) 567-4545 FAX (631) $67-6098 EAST HAMPTON 119 STEPHEN HANDS PATH (631)329-7181 FAX (631) 329-7159 WESTBUR¥ 1200 SHAMES DRIVE UNIT D (8:6) 334-I.~59 FAX (516} 334-1509 MIDDLETOWN 10d O'HAIRE ROAD (84~) 692.3535 FAX(84fil 692-6029 Pem~t # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Proposed Addition & Alteration Reflort Date: 04/02/07 Data filename: C:~urnsnts and Settings~lichael Mactina~x~op~itecture F_as~200~AE~0634-Retus~Energy Calcs~0634-Ene~y Calc A.rd( Energy Code: New York 8rate Enemy Conservation Consl~uctlen Code Location: Suffolk County, New York Cens~uction Type: Detached I or 2 Family Glazing Ama Pementage: 15% Heating Oe~ee Days: 5750 Construction Site: Ovmer/Agent: DesignerlC~ttractor: 235 Soundview Road Brian & Merrj Retus ~ Mac~na Orient, NY 11957 ~ Mac, ina Architect, p.c. Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no atl~c): Ceiling 3: Cathedral Ceiling (no at, c): Wall 1: Wood Frame, 16' o.c.: Window 1: Wood Frame:Double Pane with Low-E: D<x)r 1: Glass: Floor 1: All-Wend Joist/Truss:Over Uncondifi~'ted Space: Root 2: Ali-Wend Joist/Truss:O~er Ou~'~de Al~ 1220 30.0 0.0 43 218 30.0 0.0 7 182 21.0 0.0 9 3380 13.0 0.0 236 298 0.340 101 208 0.340 71 1596 30.0 0.0 53 30 30.0 0.0 I ~ proposed buti~ng represented in this document is consistent with the building plans, sped~caiJens, and other calculations submitted with Iflis permit application. The proposed systems have been designed to meet the New York State Energy Conservation C~ns~uction Code requirements. When a Registered Design Pmie?~mal has stamped and signed this page, they an~ attesting that to the best of his~her knowledge, belief, and professional judgment, such Idans or speciflca~)ns are in c~mptiance with this Code. B4Jader/De~3ner Company Name Project Notes: The energy calctJations are for the entire residence. Pmfx)sed Ad~tien & Alteration Page 1 of I COMPLY WITH ALL CODES OF A,,F)vP ,OTED DATE:~ NOT'J~Y/BUILDING DEP~ AT 76511802 8AM TO 4PM ~ THE FOLLOWING INSPECTS: 1. FOUNDATION - FOR POURED C~ 2, ROUGH - F~ 3. INSU~TDN 4. FINAL - C~TR~T~ BE COMPLETE FOR C,O, ALL CONSTRUCTION REQUIREMENTS ~ ~E ~ OF N~ YORK STATE. NOT RES~NSIBLE FOR DESIGN OR ~NSTRUCTION ERRORS, ~ERTiFicATiO~i O{~ ~ NAILING & CONNECTIONI ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, FRAMING qNTIL- SU~LVEY, OF FOUNDATION LOCATION~ HA~ ~ AP~OV~.. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY/ SOLDER USED IN WATER SUPPLY EJYSTEM CANNO~' EXCEED 2/10 OF I% LEAD. NEW YORK STATE & TOWN CODES AS REQU~D AND CONDITIONS OF - '". S0~HOLD TOWN ZBA '~'/~ SOUTHOLD TOWN P~N'41NG BOARD t~'~'/ SOb'THOLD TOWN TRbSTEES - ',. NY.S, DEC OCCUPANCYOR USEISUNLAWFUL WITHOUTCERTIFICATE OFOCCUPANCY ~:)MPLYWiTH CHA~TER "46' - FLOOO DAMAGE PREVENTION · :~LITHOLD TOWN CODE. UNDERWRITERS REQUIRED ;)osecAcCil:ion & A teral:ion :'or: qe 235 Souncview : oac, Orion1:, x Y GENERAL NOTES RESIDENTIAL CODE of NEW YORK STATE ZONING ANALYSIS ABBREVIATION DATA DESIGN LOADS ACT ACOUSTICALTJLE LC LINEN CLOSET Classification / Floor Area: MIN. DESIGN PRESSURE (B.P.) RATING: AL ALUMINUM MAX MAXIMUM -- -- -- __ -- GENERAL CONDITIONS FRAMING SMOKE ALARMS (Section R317) -Lot Area 22,684 sq, fi, (I/2 acre) ALT ALTERNATE MIN MINIMUM Floor ,- ,.~ ~, 1. Ail work sholl conform to the Residentiol Code of New York Store, 1~ Minimum heoder size to be (2) 2x8 unless noted otherwise. B~17.1 Sinole- ond Multiple-Stotion Smoke Alorms. AFF ABOVEFINI@HEDFLOOR MO MA$ONRYOPENING Level Exlsi'g Proposed ._o ~: o ZONE 4 BP 50 local Building &Zonfng Codes, and the New York State Energy Single and multTple-stoUon smoke alarms shall be installed in ASF ABOVESUBFLOOR MRB MARBLE -~ Conservation Construction Code. All Codes shall supercede the 2 All structural framing lumber shaft hove m~nimum extreme fiber -S.C.T.M # AS. ALUMINUM SADDLE MS. MARBLE SADDLE ~ Cellor(fimshed) LU~t~ ~ ZONE 5 DP 35 drawings and shall be incorporated into (he drawings, whether bending stress (Fb) of 850 pounds per square inch (P.S.I.). the folowing IocoUons: A.PB ANTHONY POWERBEAM MTL METAL (.0 First Floor 1,510 sq. ft 86 sq. ft 1,596 sq. ft ~ ZONE 1 DP 30 they ore indicated on the plans or not, 3. All exterior lumber and/or lumber in contact with masonry/concrete 1. In each sleeping room. District: 1000 B,c BRICKCOURSE(S) NIA NOTAPPLICABLE ~ ~ 2. Contractor shall check end verify dl dlmensions, notes and conditions shell be pressure [rested (mc,q,) unless otherwise noted 2. Outside of each separate steepen9 arco in the immediate Section: 15 BB BOARD NIC NOTIN CONTRACT ,~ ~ Second Floor 6~4 sq. ft. 721 sq, fi, 1,~55 sq ft. ~ o EOT BOTTOM NOV NOMINAL ~ ?_ _o ~ ZONE 2 DP 35 BLDG BUILDING NR NOTREQUIRED O LT_ '= ~: ZONE ~ DP 55 et the site before any construction work is storied. The Contractor 4. ^11 wood subfloors shall be 5/4" CDX Plywood to be glued end vicinitY of the bedrooms. Block. 03 c u) shall notify the Architect of any d~screpancies or conflicts in [he nolled to joists ~ On each addltionol story of the dwelling, including basements Lot:04 CBB CEMENT BACKER BOARD NTS NOT TO SCALE O drawings and/or field conditions before starting the work, The discovery end cellars but not including crr~wl spaces end unlnhobiteble attics. OL CLOSET CC ONOENTER(S) !J. Tetol 2,144 sq.fL 807 sq.ft, 2,951 sq.ft, c~ ~ ZONE 1 of discreponcies after beginning the work shall be [he full responsibility 5. AIl wood frame ~penings ~n floors, roofs, ceilin§s sholl have ~ In dwellings or dwelling units with split levels d~d wthout an -Map Name: Map of Orient by the Sea (Lot 46) CLG CEILING CCC, OCCUPANT(S) DP 25 of the Controctor to correct, t, minimum double "trlmmer end heoder" froming un[ess noted intervening door between the adjacent levels, ~ smoke alarm CLR CLEAR(ANCE) OH OVERHANG Roof beck .318 sq. fL ~18 sq. ft ~ o4 ZONE 2 DP 55 otherwise on plan, installed on the upper level shall suffice for the adjacent lower COL COLUMN PART PARTITION ~ ~.- 3. Contractor shell locate & stoke out oll existing underground utilities prior level provided that the lower level is lless then one full story -Zone: R-40 CONO CONCRETE PC PANTRYCLOSET ~ Rear ~eck 566 sq ft 37~ sq. ft. $75 sq. ft. o be removed ZONE ~ DP 55 to any excavatmn, The utilities shown on the plan~ are on approximate 6. All wood frome wall openings shall have minimum double stud posts CONT CONTINUOUS PL PROPERTY LINE "~ 44 sq. ft location only. at each end. below the upper level BuRdlnR Setbacks CMU CONCRETE MASONRY UNIT PT POINT d Front Porch 393 sq, ft. 593 sq. ft. 7, All hanging wood joists end rafters shall be supported with steel When more than one smoke alarm is requ~rled to be instal[ed withm an Front, 50ft. csCT CERAMICTILEcoRRiDORSUPPLy PT-FLPT-EGS PAINT,PAINT'EGGSHELLSHEENFLATSHEEN ~'-m Gor~91 550 sq, fi, 550 sq. ft. Zon6 Diagrams: 4' c°ntract°r t°beresp°nsbe f°rorronang °llnecessorypermitsond ~I ~~ inspections, including Certificate Of Occupancy (C 0.), joist hangers, indivldudl dwelling unit the alarm devices eh,oil be interconnected in Side (min , 15 ft. C J, CEILING JOIST PT-SC PAINT, SEMI-GLOSS SHEEN 5 Written dimensions shall hove precedence over scaled d~mensions end larger 8. When jois~ hangers ore in contact w/ o.c.q, lumber, use such e manner that the dctuetion of one c~larm will activate all of the Side (total): 35 ft. CANT CANTILEVER PKT POCKET scale detoiW ahol[ hove precedence over smaller scale details/drowses, triple zinc rooted joist hangers only, alarms in the individuol unit, The claim sholll be clearly audible in oil CUD CARBON MONOXlDEDETEOTOR QT QUARRYTILE Drawings ore not to be scaled. 9, All roof end woll sheathing shall be 1/2" CDX plywood, bedrooms over bockgraund noise levels with oll intervening doors dosed. Rear 50 fi, DIA DIAMETER PAD RADIUS First Flcor Plan i Second Floor Plan 6, Any deviation from the Architect's dro~ings must be submitted to the 10. All wood ~eer joists, 6Ad flat roof rafters sponning 10'-0" or greeter All smoke alarms shall be listed and inst~timd in accordance with the -Building Height DR DOOR REV REVISION(S), REVISED -Addition fAddition rAddition DN DOWN R,C,N,Y S RESIDENTIAL CODE OF NEW YORK STATE -- ~< ! 7, Contractor shall be responsible for adequcteJy bracing and protecting ali ere°tar than 6'-0' intervals. 'rovisions of NFPA 72. Required Actual DWG J work during construction against damage, breakage, collapse, distortion 11 ProvUe Double all Floor Joists under All Parallel Walls Above, R5171 1 Alterations. Reuairs. Additions ondJ Conversions. 35 ft from average grade (front) (left) (rear) (right) EA EACH R.R ROOF RAFTER ~ ~ - le interior and misallgnment occording to Qpp[icob[e codes, standards and good practice, 12. Instoll Steel Strapping at All Framing blembers. (~ee details) When interior alterations, repairs, additions <or conversions requiring to average roof height 23' + 23' + 25' + 26' EL ELEVATION R/R REMOVE & REPLACE ,._o. ~ ~ B. AII work sha,l be performed in o flrst class manner with al' new moterials. 13, AIItoppl~tes,nwoodfromewallsshaL, bedoubWda~dovedap :rPermit occur, or when one or more sleep,ing rooms ore added er 4sides EQ EQUAL ~ 7Ed~g~e~ ¢';'~/'%'~ one ¢,~ ~ created in existing dewllings, the individu~ol dwelling unit shall be EX EXISTING !~---- Alteration ...... . ~. Zone EXT EXTERIOR SEC SECTION (~ 1,510 sq. the proper execution ~nd timely completion of the work, Contractor shull 14. Laminated Veneer Lumber to have ~ min. of 2,850 (FL) bending the smoke alarms shall be interconnected c~nd herd wired. EF EXHAUST FAN S F SQUARE FEET be responsible for ~11 materl~ls and equipment stored at the site. stress and a sin of 1,9x10~ (E) modulus of Elasticity. -Lot Coverage EW EGRESSWINDOW SIM SIMILAR ~-- Minimum Uniformly Distributed Live Loads: Table 9. Ail contractors and their subcontractors shrill c~rry Insurance that *lll-protect 15. Lumber to be dod9 fir #2 or better, (min. fL=900, e = 1.5x10e) R~17 2 Power Source. FAI FRESH AIR INTAKE SPR SPRINKLER(HEAD) ~/. ~ the Owner and Architect from claims from domoges for personal injuries, Higher stress lumber such ~s s,y. pine, eot may be substituted for The required smoke alarms sho~l receive thmir primary power from Required ActuaI FC, FIRE CODE SQ SQUARE__ ; USE LIVE LOAD DEAD LOAD Including deoth, which soy orise in connection with this project, doug fir, No spf [umber moy be used except for sill, plotes ond the building wiring when such wiring is served from o commerciol source, FB FLOOR DRAIN SS STAINLESS STEEL 10. Contractor to indemnify Architect and Owner and hold harmless, ' studs, ond when prlmory power is interrupted, sholll receive power from o 20% 2,430sq, fl, = 107% FiN FINISH(ED) STO SOUNDTRANSMISSIONCONTROL Exterior Balconies 80 psi 10 psi ' Lottery Wiring shall be permonent and with*out o disconnecting swTtah 22,684 sq, fi, FLR FLOOR(lNG) STP STANDARD Adiition~ ion 11, The Architect is not responsible for construction m~ons, methods, techniques, other then those required for overcurrent p~rotection. Smoke dlorms FPSC FIREPROOFSELF-CLOSING STL STEEL p~ Decks 40 psi 10 psi sequences, procedures or for the safety precoutlons and progroms in FLASHING & CAULKING NOTES sholl be permitted to be Lottery operoted vwhenn instolfed In buildings FT FOOT (FEET) SD SMOKE DETECTOR connection with this project without commerciol power or in buildmgs thor undergo olterotlons, -Number of Stories GAFJ GAGE,FLOOR JOISTGAuGE TELTC TELEPHoNETOPOFCURB Design R301.2,1,1 (Residentiol Code for New York State) Possenger Vehicle Gorages 50 psi os per plon 1, Providing motel flashing where framing lumber is in contoot with repoirs or oddltions reguloted by Sectio~ R317,1.1, Allowed Actual GALV GALVANIZED THK THICK(NESS) ATTICS without Storoge 10 psi 10 psi soil or concrete, Provide hidden (blind) merci floshipg where tops Design Criterio. Construction In regions where the bosfc wind 2 A cons ruc on w hn he 0m~h ond the 120mph three second win, d speed CFI GROUNDFAULTINTERRUPT TO,8, TOPOFSLAB ATTICS with Storoge 20 psi egions (Nossou ~ Suffolk Counties sholl be fn conformity with the Amerlcon 2 sFeeds from ROute R301.2(4) equol or exceed 10 psi Forest & Poper Association AF&AP) 1995 Wood Frome Construction Mdnuo, of roofs Intersect verticol woll surfoces, Provide metal s~ep 2 1/2 GL GLASS TP TOILET PAPER flashing around oll chimneys, skylights ond where sides of roof GWB GYPSUM WALL BOARD TPF TEXTUREDPAINTFINISH ;70 rnlles per hour (177.1 km/h) shall be ROOMS other thon sleeping rooms 40 psi 10 psi 15, All contractors shell be licensed and insured os required, intersect vertical wall surfoces, All metal fleshing shall extend ur, EXISTING BUILDINGS AND STRUO~'URES (Appendix J) GYP BD GYPSUM BOARD TS.P, TEXTUREDSPRAYPAINT d~s[gned [~ accordance ~ith one of the following: vertically e minimum of 4" from the roof unless noted aher~ise. 'GP' GEORGIA-PACIFIC TX TOtLETEXHAUST Sleeping Rooms 50 psi 10 psi 14. Contractor to obtain Owner's or Architect's approval for ~11 materials, finishes, HQ HOLLOWCORE TXF TOILET EXHAUST FAN end equipment prior ~o pu, rchasing. All equipment end materMs are [o be 2. Flesh, caulk and seal all junctions of new end existing reefs, COMPLIANCE (Section AJ102) HDW HARDWARE TV TELEVISION Plans have been American Forest and Paper Association (AF&PA) Stairs 40 psi 10 psi installed per manufacturers written specifications, wells and penetrations, to form a watertight ossembly. AJ102.2 Reauirements bv Cateaorv of Work HM HOLLOWMETAL TYP TYPICAL designed In Wood Frame Construction Manual for One & Two Guardralls and Handrails 200 psi 10 psi ~ Alterations Shell Conform to th~ Requirements of Section AJS01 HOP HORIZONTAL TEMP TEMPERSD 15. Contractor shall keep site clean and free of debris,r,' FIREBLOCKING / DRAFTSTOPPING % And the Requirements for Renovations, HP HIGHPOINT UON UNLESSOTHERWISENOTED accordonce with; F~m])y Dwellings (W.F.C.M,) 1995 HR HOUR(S) VB VINYL BASE / (Prescdpbve DesTgn) ROOFS : ~, 12 psi for Attic 16. These drowings ore the property of the ArchiLect and shall not be used '; Ad102,3 Smoke Detectors HT HEIGHT VCJ VERTICALCONTROLJOINT Live = Ground Snow bo~d Adjustments ~2 psi without his consent Drawings shall not be used for issuing of o building 1. Instafl Fireblocking required os per section 802.8 end Droftstopping Regardless of the category of work, smoke~ detectors sholl be provided HD HEAD VCT VINYLCOMPOSITIONFLOORTILE permit unless signed & seoled by Michael Bactine Architect, p,c, as per section 502,12 of the Residential Code for New York Stele, where required by Section R317.1.1. HVAC HEATINGNENTILATING/ VIF VERIFYJNFIELD Chmatlc & (3 Design Criteria: Toble R301 AJ102.4 ReDtacement Windows. AIRCONDITIONING VWC VINYLWALLOOVERING .~'--~ 17. Contractor to follow all manu octurers spec'f'catons, recommendations and Allowable Deflection: Toble R501.5 instollotlon detos on o products used in this proc, at. Notify the Architect DRYWALL NOTES Regardless of the category of work, when Ion entire existing window, IN INCH(ES) WC WATER CLOSET Wind Exposure C~tetory B oony con ct be ween the p OhS and manufacturer s specifications, " Inciudin9 frame, sash and 9fazed portion f~ replaced, the replacement INT INTERIOR WD WOOD '~ .---- ecommenda[ons and inst~llot on de[os prior to insfoJl~iion of ~ro~oct on 1. Provide 1/2" gypsum wall board to oil wells and cei[ings unles~ JT JO}NTINVERT zRWR ZONINGWATER RESISTANTREsOLUT]ON Ground Snow toad: '~5 psf Structural Member AHowBble Def{ec[iorl All gypsum wall board ~h~ll receive one coot of [ape ~,'~d three ALTERATIONS (Section AJS01) LAV LAVATORY ~ res{dance located drawings, coots of speckle mimmum. All walls, ceilings, end ledges to LVL LAMINATED VENEER LUMBER 1 mile from wa~er (100 fastest mile) finished ceding ott~ched to rofters ~8 Contractor shall be responsible for adequately bracing and protecting oll work receive De or stone shall be set on ~/2" cement board. _AJ501.1 Newly Constructed Elements. Seismic Design Cme~oi Exem'pt Interior Voile and PartrtTons H/180 during construction ogeinst damage, breakage, collop~e, distortion ond t Al Newly Constructed Elements, Componenlts and Systems sholl LEGEND J Floors end Plastered ceilings L/560 m~sali§nment according to applicable codes, standards and good practlce, 2, Provide one layer of 5/8" type-x gypsum wall board to all ~all~ Comply with the Requirements of this Codec. E end ce mgs of oil garages and room enclosing heat producing ~ , 19. Match (]11 existing conditions e~ they relate ~o finishes, lighting coursing, ' 2" ~ Nonconformi~les~ MATERIALS ., Weathering: Severe AIl other Structural Members L/240 equipment, Provde one Wyer of 1/ type-x gypsum woll boord The Work shaft Not Increase [he Extent of Noncompl[once with the ~ ~ ~ d,menswns, het§ht, al,gnment, otc, Move ond re-locate ony partitions, wiring, ~///////////~ ~ 36 inches Exterior Walls wTth plaster or stucco finish H/560 6[ oH interior house walls common ta garages. Provida one loyal Requirements of Section AJC01, or Creote Nonconformlty with E Frost Lme Depth: plumbing ond duct~ork thai m~y be conceded in ~alls or ceilings being revised, of 5/8" type-x gypsum wol[ board ovar all heat producing Those Requirements which did not Previously Exist, BRICK VENEER EARTH -o'" I to provide o complete job in ~ll respects, equipment in oil unfinished open cellars. ~tensive Alte~ '~ Termite Infestod .~j~ Moderote to Heovy Exterior Voile - wind Ioods~ with britUe fimshes L/240 When the Total Area of oil the Work Areos, Included in on Alterotion ~ CONCRETE MASONRY UNIT ~ INSULATION (THERMAL);~e Decoy Probobilily,~ Slight to Moderate Exterior Voile - wind Ioods° with flexible finishes L/120 HABITABLE SPACE Exceeds 50 Percent of ~he Area of the D',~eilln9 Unit, The Work Sholl ~ I be Considered os o Reconstruction ond Sh~oll Comply with the Note: L=Spon Length, H=Spon Height 1 All H0bitoble spores sholl conform to the following sections Requirements of These Previsions for Recomstrucfion Work, ~ STEEL ~ 'PVC' or COMPOSITE MATERIAL Wi~ter Design Terper~tre: Suffolk 11 degrees ~, The Wind Lo~d shoil be perrnftted to be token os 0,7 times the of the Residential 6ode for New York Store , Component end Claddrng le~ds for the purpose of the determining All Newly Installed Elec~rlcol Equipment ond Wiring Reloting to work ROUGH WOOD RIGID INSULATION Flood H~zord ~ Exempt R305 cellln9 height R~06 s~nltotlon) Done in any Work Are~ Shell Comply wii[h the MeterTels end DRAWING C(~TENTS R~07 ~oi, et, both&~showerspeces) Methods Requiremen[sofChapter33t~hrough42. I. . .1 CONCRETE F N SHWOO , AJ501.5.2 Electrical Service. GLAZING Servive to the Dwelhng Unit sholl be o Minimum of 100 ampere .................. ,xx-.x-.x-.-.-..-.-.-.xx-~ ~ Three Wire 0opacity and Service Equiprrnen~ shall be dead front ~ PLYWOOD GYPSUM BOARD 1. All Glazing shall conform [o section R~08 (glazing) Having no Live Parts ,E.x,posed whereby accidental contact COVER SHEET/ROJECT INFORMATION A6.1 STRAPPING DETAILS of (he Residential Code far New York State, could be made. Type S Fuses shall be Installed when Fused I EXCAVATION AND BACKFILL EMERGENCY ESCAPE & RESCU~ OPENINGS Equipment is used. SYMBOLS,~/sectl.n number II '1' JOIST DETAILS ~J501 5,5 Addltionol Electrical Reouire,ments [ i EXISTING WALL ~- SECTION NAILING SCHEDULE 1. Con[rector shall Ioco~e ~t st~ke out ~11 existing underground utilities prior 1, All Emergency Escape & Rescue 0penlngs shill conform to When the Work Area Includes any of tine Following ~reas Within__~t number A1.1 DEMOIDN PLANS/ELEVATIONS FRAMING DETAILS to any excavotion. The utilities shown on [he plans ere an agproximate section R310 (emergency escnpe ~ rescue (~en[ngs) of the o Dwelling Unit, The Requirements of ~ections AJ501.5,5.1 I~cation only Residential Code for New York State through AJ501.5.3,5 shell ~pp[y. NEW PARTITION (~ F---'~ ,,~,~,~.r A6,2 PORCH & DECK DETAILS minmum depths required achieving clean undisturbed virgin soil with stoblej% L~_ &2.1 FOUNE DN PLAN/DETAILS The Contractor sha,I be responsible for noti ca °n °f P°°r s°il ch°r°c[eristlcs Garages, HeYwoys, Laundry Areas, and Bathrooms shall hove a hu~ter A2.2 FIRST 1,3R PLAN ?[~'~/i ~ A71 INTERIOR DOOR SCHEDULE not proceed with the work until receiving Instructions 1, These plans are designed to be in occordaUe with the new york Minimum of two Duplex Receptacle Outlets, or One Duplex I DOOR ~ A2.3 SECONLOOR PLAN *[~/~l~/~J~rJ ~ * ' state energy conservation construction co6 for o 5750 degree Receptocle Outlet ond One Ceiling or Wall Type Lighting Outlet, REVISION CLOUD FINISH SCHEDULE from the Architect, day dimo[e area.~ A2.4 ATTIC RI / ROOF PLAN 5 The Architect has prepared the drawing ond specificati°ns with an assumed AJ501.5.5.2 Kitchen and Laundrv Areas~\ ~&,\0~ DETAILS beorin§ copacity of 2 tons per sq, fl and on ossumed soil charocteristic of ELECTRICAL Kitchen Areas Shall Have a Minimum of Two Duplex Receptocle ~WINDOW ~' ~,o, sond or gravel, with minimum traces of dry clay. Outlets. Laundry Areas Shall Hov'e a Minumum of One Duplex STRUCTURAL BEAM INSULATION SPECIFICATIONS National Electric Code, Residential Code of lev York SteLe, and Installed on an Independant CIcu~t. WINDOW/EXT. DOOR NUMBER belo~ finished grade unless noted otherwise ~ the plans, t~-diglt /? A3.1 WINDO~EXTERIOR DOOR S Store Boord Of Fire Underwriters, IcJentlflcatio, (see schedule) /,/ JOISTS / RAFTERS AJ5Ol.5.3.3 Ground-Foult Circuit-interru,tion. number WINDOW,TAILS A8.1 INTERIOR ELEVATIONS - FIRST FLR. without floor fr~mlng or proper bracing os required to preven~ domoge ~o voile, with chopters 33 thru ~-2 of the residentlol cdc for ne~v york s~ote, Jnstolled Receptocle Outlets if Required by Chopters 33 INTERIOR DOOR NUMBER REVISION NUMBER PLUMBII~ISER DIAGRAM A8.2 INTERIOR ELEVATIONS - SEC. FLR, No Bockflll shall be permitted within o minimum of two weeks after pouring. 3. Electrical work to be Fire Underwnter's 'nsp~d ond approvec, through 42.~idef~tlt~a-digit~ot~o, A8.3 INTERIOR ELEVATIONS - SEC, FLR. The Contractor shaft be responsible for ony domoge to concrete or masony wolL ,~_J~01,5 5 4 Liohtino Outlets.nuttier (see schedule) (0FI.) type. Bo~hroom, Hollwoy, Stolrwo¥, Attoched Gornge ond Detoched ~,4.1 EXTERIE. EVATIONS / GENERAL NOTES F~ ROOM NUMBER 1 2i horizontol A4.2 EXTERIGEVATIONS ,u4¢.~ EXTERIOr-AILS 1, Concrete to be ploin, reinforced, minimum ~,000 p,s.L, 28 doy test, predicted ~ith no intervening woll s~tch, Bottery-po~ed olorms ore not E×its, ond in Utility Rooms ond Bosments Where these Spores ld~,~lf'¢~tion (see schedule) ~ 5~--~t~o~ ROOF PITCH E1.1 CELLAR FLOOR ELECTRICAL PLAN on the clove soil ossumption, ~f other soils ore ore encountered, lower beoring ollowed, Corbon Monoxide ore required on ~h level on which ore Used for Storoge or Contain, Equipment Requiring Service, FIRST FLOOR ELECTRICAL PLAN values ore to be os~umed and the foundotion must be redesigned, sleeping spaces are Iocoted, I AJ501.5.5.5 Cleorance, ~--- WALL TYPE .......... ABOVE / BELOW / HIDDEN , SECOND FLOOR ELECTRICAL PLAN STEEL NOTES PLUMBING, ,II in Accordance with Chapters ~ through 42. e ELEVATION MARKER~ A5.1 BUILDING ~ONS 1. A'I Steel sholl hove o rninimum Fb of 24,000 p,s.i, st,to ,nd Iocol codes, ' to Floc ' AJ501.6 Ventilotion ~1 A~_i ~e[,vatlon number Ali So Plumbing Lme~ which need to ru~rpenmcular r [] DRAWING REFERENCE to maintain structural Integrity of joists,~ be Provided with Ventilation m Accordance with Section R303 (see reference notes, same sht.) , cheat number ,st.g 2,B" R.R. Michael r ..... to he removed Uacrina ' / , Architect ~- Remove Exl,tg Ceil,,, Jei,t~ GENERAL DEMOLITION NOTES p.c. ~ - ~-- ~--~ ~ & Roof Rafters II I II _ _~ ~ 1, Demolition work sh~]l be done in strict conformance w~h local, 409 Lake Ave , Suite C ~, /~// II ILr~ (~1] &~/ ~ ~ Exist'g 2"x6" R.R ,~ ,--R~move Exist'9 Roof, qeil,ng · mone~ (631)686-6585 ~1 ~ j] ~ ~nl h~ ~ ' ~ ~ /~ '~ g ony domoge to property of the Owner/Client wMch is ~o retool. L ....... ~ r I~ ]11 ~== = / I I1~11 I ~ ....... Loyout (see plan) I in use, o¢ that of any person, or persons on or off the site emaih mmacrina~optonhnenet '1 ~Eemove Ex[s[g Be[hrm. ~ I1%`, ;~ it ~I~ I ,/ L~J ~%-- ~ I caused by the demolition work without ~ddl[,onol expense (o the owner. Fixtures, Vanity Walls, I ~ , ~ ~/ ~ L ...... ~ .............. ~ Ex, Second III & as reqd for new Ioyo~[~ ~ /~ ~ ~ ~ ~ F'%%~ ~T~q ~ ~ ~.~.~ ~ ~ prior to the installatio, of new structural e~ements required , ---~~" ~ n ' L~'-- ' ~ , , ,,, em ~m~, ~L~J J M=~ r~ ~ !J 4. Any end ~11 conditions not shown hereon end uncovered in the ,~te~, exle.L of the .,~. topoi.bt 8008: I ~1 II I~ H I ~ ;~:1 ......... .... Ex First_ ~FIr' prior to any action involving some. eonsentrepr°ducedof the*th°Utar~h,teetthe expressed I L~ JL .... ~J / ~ ~-- ...... , ......... 5. All exrsting elements to remain shall be protected during demolition. .,o~ ~***~ ~,~ ,, ~ ~, ~ ~ ......... % ...... ~ Front Elevation ~, Provide dust-tight port]bans betwee~ areas where demolition [] l~----%-¢ % ~ ~ ~ [0 be removed' 'J 1/8" = 1'--0" work ~s being performed o~d ore~s ~hich ore finished or i~ use. ~[11 L__ ==--------=~~ ~--J S[ructure to be removed II ~ Exist'g 2"x6" ~ ~, LEGEND: il m Second Floor Plan ~ II 1/8" = 1'-0" ~ EXISTING WALL Cellar Gypsum Board Throught I ,%¢¢¢~ ......... BE REMOVED ...... / ., d r=~; / ~=~ DEMOLITION REFERENCE NOTES L I il I refinished I II II ',11 . I ~ I ~ I ~ I ~% ', [~[j L~ ~ g~J L --J ~ Remove ali ex,sting cedar shingles A felt paper down Cellar Floor Plan L .......... ~ ' ~ Left Elevation ~ Remove oll existing roof shingles · building feE( down to 1/8" = 1'-0" F ................ ~ .......... ~ ........... q ' ~ 1/8" = 1'-0" I ~ Remove A prepare for replacement (see plan). Roquired for ~sw Deck Strut I ' ~ ~ Remove exisBng door */o, window A patch ex~st~ng Proposed ' Wood Deck ' op~n~n~ ~ ,,, , .... ............... ........ Addition / Alteration to be removed after the'~ ~ )~ I, ' 11~--7 ~--~ iIT 711 ,¢ ~, ~ , .~. ~ Remove all ex,sting cedar shingles * fei( paper down to Retus ~ i i II ~ ~ ~ ~ I ¢%¢~b~ I existing studs & prepare for proposed addiUon (see plan) j -3 I L_J L--- L-J 235 Soundview Road ~ ~ ~ '-- ~~~ - - ..... Town of Southold ~~ u~~ m Suffolk County ~ ,,~,t'g ~"~o" r.~. ~ ~ ~ ~ Breakfast ,~ ' ~ Rear ElevationRequired for New Deck Structure SC.TM No 1000-15-3-4 IIIJl~ ~J to be removed ~-- am shown on pran~ %% · ~ J ~ ~ -- -- ~ -- -- Checked By: Closet , I ~ Roiling / ~ ~ n B,room // ~ S ~ ~%~ S Remove Exist'g ~ %~ ~ ~ mm~ m '~ mm ~ ?~ Foyer ~ ~ y' womm m ~ m~ ....... Demolition m , * ~' ~[ ll m , , m mm ~ Il mm m m L_- ' Plans . c,o.. ,, , ,, ,, ;,,, - Elevations &mm~mm Fixtures,Floor,g, Electrmc, & Plumb'g ¢¢ m~~ Porchm Remove Exis['g Bathroom lb.............. ~ ~......... mm'~ March 28, 2007 06-34 I[I os required for new layout ~ I1~ Fixtures, Vonlty, & Floor'g (see plan) I I ~ I .......... ~m~ m~ ~oo, o, r,,,,., ,or ~ Right Elevation . - No[e: proposed oddi6on~ 1/8" = 1'--0"~ ~ Existing Shower Boor to be ~ First Floor Plan removed * S[ored in O~roge C IExlst'g Foundation) 3f-3" (Covered Deck) Indicates Outside Face of Rough Deck Floor Framing Above Footing (2 total) mtn of 36" below grade (2)2"x6" ocq Header Line Indicates Face of Rough Floor Framing Above Note: I Contractor to Verity Location of Exist'g Well Water Supply Line Prior to any Excovoton Footing (3 total) min of 36" below grade Install 2"x6" acq Nager tagged to Rim Joist w/ JS/8"dxb-1/2" Jong ~ 16%c Jfor Stoop Floor Attachment 2)2"x6" acq Flush B.I.B.j- Replace Window Og-FTred Boiler Hat Water Heater 2"x6" acc teco to nailer w/Z Max Hangers 2"x6" acq Nailer logged to Rim Joist w/ 3/8"¢x3-1/2" long @ 16"( 10"~ From P,C. Girder Cellar (3)2"x10" acq Low Girder ~fPICAL PORCH PIER 24"x24" x 7' toll Poured Concrete (mtn, 5,000 p,sJ ) Piers On Undisturbed Soil, a mtn, of 36" below grade Verify Top of Pier Ht in Field -Instog 2"x8" ocq Noiter New 2"xl0"xBft long Floor Joists to exisNng for new 24" cantilever P -Exist'g (3)2"x10" Low Girder- Steel Column an 2'x6" acq taco to nailer w/ Z-Max Hangers for Shower Floor Attachmer p Exist'g Window Opening w/ Exlst'g Low Girder C Install (2) 3"¢ Steel ~ Columns from Exist'g Girder down to Exlst'g FoundaBon Warl Locate as close os possible to Center Span Crawl Space [] CELLAR SLAB -- 4" Poured Concrete Slob on Undisturbed Soil ar Provide Rlailing. as req'd ~ (9" Treads) Cut Access 1~"x9~" Ivl nailer see detail 5, A2.1) Ur 1 B I.B, Install 2"x8" ocq lagged to Rim JoTst w/ 5/8"¢x3-1/2" long © 12"oc far Porch Floor Attachment [see detail) Compacted Sand to 95% Relative gensrty, Set Level w/ Exist'g Cellar Tooting Exist"g Foot'g (typlcol) A Foundation Plan ~__--~ 7'I , of Wall axist'g (0'-0~i (~ee net~ 'T) 10'-6" 42'-9" logged to Rim Joist w/ for Porch Floor Attachment (see detail) Align Footing Exist'g Foot'g iTop of Exist'g Wall ~ (0'-o") / lnstall (1) ~"xg" Steel Plate on each side of existing Triple 2"x10" Girder far a total of (2) steel plates (detail '6'/A21) Exist'gJS)2"xl0" . -- Two-Car Garage Install 5/8" Typa-X 'OP' Dens Armor Plus Paperless Drywall on Ceiling In Garage, Tape ~ 3 Coats Spockle~ ¢x4" o.c.q. Post From P.C, Pier to Girder lagged to Rim Joist w/ 3/8"¢x3-1/2" long © 12"oc for Porch Floor Attachment (see detail) -(3)2"x10" acq Low Girder w/ (2)#4 Rebars Line Indicates Outside Face of Rough Porch Floor Framing Above 10'-4" ,ered Porch) 21'-4" See Firs~ Floor Plan -Wall to align w/ exist'g 15" 0 w/ (2)¢4 Rebars 6 Flitcoh%~eam Detail not 1/2" dig Machine Bolts Plates , 2" Exlst'g NOTES: 1. Double All Floor Joists Under Parollel Wuils Above, 2, acq = Treated Lumber $. Utilize Steel Shims Only Under Steel Girders, LEGEND: New Foundation Wall On Footing Exist'g Foundation Wall On Footing Drop Foundation Wall Down ~ or~ New Poured Concrete I I Footing L__J z w/ Gravel & Clean Sand behind wail for proper drainage Hose TYPICAL PORCH PIER 24" DTo. x 7' tail Poured Concrete (min. 3,000 p s.b) Piers On Undisturbed Sail, a mtn, of 36" below grade Verify Tap of Pier Hr, in Field J Verify Height in Field (match existing grade) A.C.Q. e]ll Plate (See SIII Plate Note) Coated Copper Termite Shield ~ STII Seal #~- Rebor @ 2~"oc Vert. Anchor Bolts (see Anchor Bolt Dtl.) Poured Concrete Foundation Wall (see plan for thickness) Asphalt To Grade Provide 2"x4" Key 1/2" Premo[ded At Per[meter Cellar Slab (see plan) Exist'g Walt Secure Nailer w/ 3/18"¢x3-1/ Lag Bolts w/ washer @ 12"oc Staggered Top & Bo'ttom Lag into Exist'g Solid Rim Joist g Rim l~"x9~" Ivl Noger. Joist (see plan) Joist Hanger Exist'g Found'n Detail of Joist Attachment 2 ~ ~-~ (2) #4 Rebar Compacted Clean Fill -~ Typical Foundation Wall Detail 1" = 1'-0" ( Exist'q New ~ i 3) Install (1) #4 Rebar 8" into the ELEVATION 4) Extend each Rebor 12" mtn, into Connection Detail Llne IndicaN Face Wood Retaining Wall Outside Porch Above 2-16d Comma STHD14RJ Hold-Down Connection Detail Not to Scale Locate at Each Building Corner (New Addition Only) Note: General Contractor Shall Locate & Stoke Out All Exist'g UtilitTes Prior to Any Excevation. The Utilities Shown on Plan ore Approximate Locations Only. Note 'T' : ~eneral Contractor is to Adjust the Height of the New Foundation Wall to Align the New 3/4" Plywood Subfloor with the Existing Subfloor. L~J SPACING ~ CORNERS ~li 3 sq, Wushers &~] ~b~I~ ~ End Nut Setup (see Sill Plate Note) 5/8" dia. Anchor (Typical) P C Found'n Typical A_nc_hor Bolt Detail Michael Macrina Architect,,.o. 409 Lake Ave., Suite C St. James, N Y 11780 phone # (631) 686-6585 fax # (631) 686-6786 email: mmacrina@optonbne.net Key Plan: Revisions ' Date Descnption Project: Proposed Addition / Alteration For The Retu. s Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County SCTM No. 1000-15-3-4 Zone District Drawn By' Checked By: Sheet Title Foundation Plan - Details Notes Date: Job No ' March 28, 20a7 06-34 Scale File Name AS Noted 0634-Censtrn A Drawing No A2.1 B'-B" 1." ,,o Moth,ne Michael . , Bo,t. , 2,, Macrina Architect ~p.c. ~ St James, NY, 11780 ~ phone ~ (631) 686-6585 ~,_~,, ~,_~,, , ~,-0,, , Flitch Beam Detail email, mmacrina$optoniine.net ~ = not to scale ~ 31'-2" (Covered Deck) 2'~ ~ ~5" , [ and are Lbo e~ol~lve pro,try of the ~ ~ ~ ~ ~ (2) l~"xg~" Ivl Low Beam ~ ~ Column (see dev.) c o 2) 1~"x9~" Irt Low Beom~ ~' I , . ~ ~ I ~ Covered: i ~, Wood Deck , ~ R.O. R.O. R.O. ~: R.O. t R.O, ' I ~ ~ m ~ ADS-20 F.J. o ~ ? I ~ ~ 16"oc (14') ~ ~ SubBoor ~ ~ Existg Brck 4 ~ m I ~ ~ ~ / ~ c : , ~ / ~('x6" ~ ~ ~[I ,,~ ~ ~ ~ ~ ~, ~ General Notes ~- -- ~ ~ ~ ~ " * - '~ ~ --'- -- ~ I --Frame Exls~g 1. Homeowner to supply & Contractor to instal [ z :: zz : ~h: .: : z ,~ m~ ~ ¢ I 9 I~ ~ , . H Kitcnen ~ x m Window 0pen'g the following Eems: Cabinets i ~:,,I m%5", o: :~tgep ~9¢u~ ~'' ¢ z~l ~ to be Trimmed m ~]~ (see detail)' AA I'uu I ~,, ~ ~ -Kitchen Countertops ~8" ~ ~ ~ ~ ~ see de(a]l) ] I ~ ~ %, -- , ~ -Kitchen Appliances No Date Description T., of Deckn- ~ : I I ~ ~ ~ I I ~ Relocate Wall, ~g" p=f . ~ , ~ -All Bathroom Fixtures 6" Below House~ [' IL%2 zzzzz2~ In /= x~ p =, as reguired ~ ~ m I &%g- p~t ce a s or % 4 x4 postx Pantry Cab, ' ............ ~ --- ~ ~ -Washing Machine m i 4x6 Post I~ ? SD Up ; ~ ¢1 ¢ ~ ~,~=~ ~ m ~ 2. install Central Vacuum System Throughout Home, [o the exterior J ~ ~ ~ / ~ 1 F ~>-. ¢ ~ J Ex~st'g Open'g %,,%~,, T ........ ~ ~ Extst g 0Ben g m ~ I Town of Southold ~ ~ ~ ~ram~ ~stg ?noow U Mn (2)2x10 I ~ ~' ~~ ~ t¢l~ _~ ¢~ .pos~ dram ~ ~ OpeningC~o,d , u....... d' I Suffolk County m ~ ~ m~ ~ ~--~x c~ ~ ~ ~ ~ ~m ~ ~m m m m ~m~ ~ Temp. Bless Enclosure. ~ Existing Opening ,, /,:,IIIN xtstmng;0penmng b : (2)2 x12 Hdr -- x ~ . ~ % [ II J . > the shower valve to the shower head ~ / ', I, : ~ ~ o5 ~T0p of Becking : : : Covered Porch ~]_ I ~ I I .......... pressure b,b,~, ~ontro, v.mv.,. M A M , 2) l~"xg&" Ivl Low eeam~ll ? ~: [ ~ubflo~r ~ ~ ~ I ' I set top at 8-1 A.S.F CheckedBy: h Ih:: 4 ~ : ~ ~ : ; ~ ~ ~ 30" wide x 22" deep x tal] Vanity SC, ............................. ~ .... % .... %-4 ~ % ..... % ..... % ..... % ..... ~ ~ .... - - ,11 Counter top to be selected by owner , m: :: ;: m ~ ~ o ) ~ (5) 14' deep wood ~h~mws spaced ~qu~lmy =IE , ~ ~ ~of door Z ~ set top et 8 1 A.S.F. -Column (see olay,) ~ ~ ~ Sheet Title: ~ ~ 11'-4"(step) ~ Z ~ ~ ~ Counter (op aver fron(-loading washing machine } 10'-4" ' Eq,al~EquaJ-- ~ " 4: Counter depth · height to be defermined First Floor Plan ~2,-9,, ((overed Porch) ' ' (Add[Ben) March 28, 2007 06-34 ~ First Floor Plan AsNoted 0634-ConstrnA ~ % l"--O"Drawing No Michael Macrina Architect,,.c. St. James, N,Y, 11780 phone # (631) 686-6585 4-3'-10" ~ fax # (631) 686-6786 . emaih mmacrlna@optonline.n et Roo ec ~ ~ 4B"x48" Shower w/ 16" deep x 16" tall shower seat FOr The 46" ~ ~4 ~ ~ ~ 12,_10- -Custom Receptor Top of Wall "~ ..... , . ~ ~ ,~ ~ . ~ pressure bdance control valves. ~ Bath. - b ~ ~ , wfde x 22" deep x 34" tall Vanity ~ ~, , og ~_~ ~ ~ ¢4 ~ . ( ~ 8 ~ ~ of Well i i ~ ~ ~ ~ ~ Counter Ia, [o be selected by owner 235 Soundview Road ., - ~[~] ~ ~ = , ~a~n. , ~ o° ~ ,, [1~' ,, , ~-~ ~ ,m . ~ ~2~ ¢ ......... ~ ~9~ M Low Bea~/ ~ -- ~ ~ ~ (5) 14" deep wood shelves spaced equally Town of Southold Suffolk County .......... ~ -- '" .~]~" '-" ~ J -- ~ 24" under counter refrigerator to be selected ZoneDistr,ct R-40 /I '~2)2x0~1;~ ~ (2)2x10 Hdr (2)2x10 Hdr ~ ~ ....... ~ , ~ 24"deep x 22" deep b~se cob,net robe selected I, Hdr ' ' ' Top of Wall ...... ----- -Secure the water supply riser from LEGEND ~ Pedestal sink to be selected by owner Michael Macrina Architect, p.o. St James, N.Y 11780 fax # (631) 686-6786 ,~ iI I I 1 2 email: mmacrlna@oplonhne,net II 12V ~ //J~.k ?~.rs I~ ~ / ~ ',/< -- ~ '~' ' Exhaust Fen ~ [ n ;~1 ACQ Sleepers over E.P.D.M, Rubber ~-- ' ~ Roofing over Pitched 3/4" CDX Structural R'd e Struc[ural Rid e i : ~ ~ '. ~ ~. ~ III ~ H~t~h ~ ' I / < ;~~ ...... J~ ~ ..... L ~ ~ ,, I // ~[~] / / I II II ~ , ~ ~,,~,, ,~ .... - .... - , , ~ i r :l ...... Proposed ~ ~ ~ ~' ~ , ~ ~,,,~-~, ~~ ~ / / *'~¢~*/ / / ~ % / ~ ~ Addition/Alteration 1 II I~ 10'-o- ~, _~,, For The 12 II ~ II 12 5 '" ~ ~ ~ubfl**r (2)2"x& (2)ff'x¢ (2)2'x~ ~ ~ Subfloor i~ 235 Soundview Road ~ m 6 x4 Post Down 6 x4 Post . ~ ~ 2 2 x~, Flat R R ~ Orient, N.Y. = ~ ~ /to ~ndow Header / ~ ~ 6 aa (0) ~ - ~ Town of Southold I ~ (3) ~X4 v Sructua RdgeBeam (3) ~4 v ~ ~ ~ ~ , ~cce~s ~ ~ % % SuffotkCounty LEGEND' BELOW ROOF I ~ I~ '~FC~ C ~ I ,~~~1 ~ CheckedBy ~2 I' L ~ L~ ~ --~-----~ ~ ~~ - INDICATES AREA OF ~ ] I - ~ Sheet Title : DOUBLE ROOF FRAMING~ I / ~ Attic I~ ~ Ii I I II , , 'L ~ / -- ~ ¢ / " ' ', Roof Plan II II ~ II I I I J Date Job No II ~of ridge I~ March 28, 2007 06-34 ,I [11'-a" i 11 '-~" i I I S~le; File Name ,_ j I 22'-6' II 7i[ ~__ Ij~ As Noted 063&Constrn A / Drawing No, ~/4" = Y-o" .. B WINDOW / EX I ERIOR DOOR SCHEDULE ~ '~ j L vent thru rcaf ~o'gj vent thru roof ~ Root Unit Rough Bat, of Hdr. Exterior Extedor Interior Michael No. Room Type Mfr. Model No. dimension opening above subflr, finish / color flnmh Glass Grilles Grille Pattern Hardware Screens Remarks I-' [-- --~ 101 Den Tilt-Wash Andersen TW210410-2 5'-113/8" 6'-0"x Exi,Hng VinylClad/Whlte:Pa,nted I'rlnsuI, Low-Ewhiteplosticremavabie standard pattern Class,eSeries WhiteFreme EgressW]ndow Uacrina ~ ~ I 102 ~lt-Wesh Andersen TW28410 2'~95/8" x 2'-101/8" x Exls6ng VIn/ Clod / White Pointed f' Insul, Low-E white plastic removable standard pattern Cl~sslc Sones White Frame ~ ~/~ 1~"¢ ~ ~ 10~ Hath ~2 ~lt-Wosh Andersen TW28~10 2'-95/8" x 2'-101/8"x ExWBng VIn/ Clod / White Pain,ed 1" Insuh Low-E white plosHc removable s~ondord pattern Classic Series Wh,te Frame Verify R.O, Prior to Order 409 LakeAve., SugeC 1~"~ ~] ventl~"¢ ~1 ven~ Lov.~l~ II] II~ ~11 Lov.I vent ~1~"¢1 vent II~ ~11 Lov.I vent ~ 1~"~1 vent v,n~ Bari Sink ]] 104 Foyer C.sment Andersen CW125 2'-42,_~3/8"~/8,,x 2'-5"2,_5.x Match Ex,sting VIn/ Clad / White Pein~ed~Re 1" Insub Low-E white plastic removdb~e s~endord pattern w/Cl°sSiCwh6eSerlesfinish Wh,te Frame phone ~ (631) 686-6585 I I I I ~ I 105 Beth, ~1 ~lt-Wdsh Andersen TW28410 2'-95/8" x 2'-101/8" x Ex,sling VIn~ Clod / ~]te Pdinted 1" Insub Low-E white plesBc removable s~endord pattern Classic Series White Frame fax~ (631)686-6786 ~ Shower ~"¢ . Shower ] Shower 1~"¢ wes~e ] Second Fir, 106 Bedrm, ~1 ~l~-Wosh Andersen TW28~10 2'-95/8" x 2'-101/8" x Existing Vin/ Clod / White Peln~ed fi' Insul. Low-E white plesHc removable standard pattern Clossm Series White Frame emalh mmacrina~optonbne net ~ waste~ I ~ "'waste I x / I~ "'waste I x / I Double Hung 5'-07/8" 5'-1" Wh]te tempered Top sash only w/ white finish Verify R,O. Prior to Order I II I I i · '" '"'~' Kitchen I ~ 108 ~lt-Wosh Andersen TW28410 2'-95/8" x 2'-101/8" x Existing Vinyl Clad / White Painted 1" Insul. Low-E whi~e plastic removable standard pattern Classic Series White Frame ~ ,, ~ 109 Frenchwood Andersen FWO 5068L (-111/4" x 5'-0" 6'-8" Vin~ Clod / White Pointed 1" Insul, Low E white plastic removable stond~rd pattern White Frame I ~ ~ ~ ~l~ Gliding Door 6'-71/2" 6'-8" White tempered GHding Screer '1~'¢-- F~ x M.tch Existim Vin~ Clod / White Po,nted 1" Insul. Low-E white plost,c removable standard pattern Classic Series White Frdma vent I ~ { I ~ '-- Double Hung 5'-4 White double Shower 1 ~ waste I W,M. { waste D,W. Waste { First Fir. 112 Tilt-Wash Andersen ~2852 2'-95/8" x 2'-101/8" x Existing V{n~ Clod / White Pointed 1" Insul, Low-E white plosOc removable standard pattern Classrc Series White Frame Double Hung 5'-47/8" 5'-5" White tempered Top s~sh only w/ whge finish Verify R,O, Prior to Order I ~ ' /~F.~,-- ql 113 Dining Pm,/ Frenchwood Andersen FWH 33611S Vinyl Clod / White Pointed 1" Insul, Low E wh}te plastic removoble standard pattern I Kitchen Gliding Fixed 6'-103/8" 6'-11' ~ite tempered / 115 Frenchwood Andersen FWO 60611R 5'-11 ~/4" x 6'-0" x 6'-1¢ Viny~ C{od/ White Pointed 1" rnsu} Low-E white plosBc remowble stonddrd pattern Newburyst~e White Frame C,0~ / Gliding Doer 6'-105/8" 6'-11" White tempered oil rubbed %renze finish Ghdlng Screer ~ 4" C0 / 116 Frenchwood Andersen FWG 60611R 5'-111/4" x 6'-0" x 6'-11" Vinyl Clad / White P~inted I1" Insul. Low-E white plastic remowble standard pattern EstateNewburCOl~ectiOnstyleWhite Frame xist' / Ogdlng Door 6'-103/8" 6'-11' White tempered o,I rubbed ~rcnze finish Ggdlng Screer uellarg 117 OlidingFrenchw°°dRxed Andersen FWH 556HS 5'-2"6,_10x3/8. 3' 6'-11" 3'' x 6'-11" V]n~ Clod / White PdintedWhite I1"temperedlnSuL Low E white plosBc removable stsndord pattern PgCh os required X / House Tr~p~ ~ ~ To Existing A Plumbing Riser Diagram ~. Bedrm, ~3 Tilt-Wash Andersen TW2~0410 2'-11 5/8" x 3'-0 1/8" x 6'-11" Viny{ Clad / White Pointed I1" In9ul, Lo~-~ ~hBe plastic removable standard pattern Closs{c Series Whale Frame Egress WIndo~ Double Hung 5'-0 7/8" 5'-1" ~ite Top sash only w/ whlt~ finish Double Hung 5'-0 7/8" 5'-1" White Top sash only w/ white finish r5/4" thick exterior trim 205 Cesment Andersen CX125 2'-7 1/2' x 2'-8" x 5'-6 1/2" Vinyl Clad / ~lte P~inted ~" Insul. Lo~E white plasHc remowble standard p~ttern Classic Series White Frame Blocking to be cut from sheet~ 2'-4 3/8" 2'-5" White w/ white Dni~h Trim doints os per ' ~onufocturer Spe~ ~~ ............. 205 Cesment Andersen CX125 2'-7 1/2" x 2'-8" x 5'-6 1/2" Vin~ Clod / White ~ainted 1" InsuL Low-E white piosOc remowble standard pattern Classic Series Whale Frame ~ 205 Both. $4 Cesment Andersen CW125 2'-43/8" x 2'-5" x 6'-11" Vin~ Clad / WhRe Pmnted 1P Insul, Low-E white plosDc removable stcndord pattern Cleas~c Series White Frame {typicol) ~ 2'~ 3/8" 2'-5" White tempered w/ white brash RIgM ,nsulotion~~//~ ~ / ' ') 207 Both, ~3 T,Jt-Wosh Andersen TW21046-2 5'-113/8"x 6'-0" x 6'-11" vin~ Clod / White Pointed ," ,nsul, Low-E wMte plastic removob,e stonderd pattern Classic Sar,es Whge Frame 5/4"x10' Extermr Tnm~ ~ Double Hung 4'-B 7/8" 4'-9" White tempered Top s~sh only w/ white finish cut to fi[l/2. COX Pl~oo¢ 208 Toilet Pm, Cosment Andersen CW125 2'-43/8" x2,_43/8" 2'-5" x2,_5,, 6'-11" V]n, Clod / ~[te Paintedwhite 1," insul, Low-Etempered white plost,c removable standard pattern w/Classic Serieswhlte finishWhBe Fmme No Date Description Sheathing (t~lcel) ~ ~/J L1/~ Cyp. Board ~ ProJect: ~ /~lJ~ (t~ic~l)~% ~ 209 Bedrm, ~2 ~lt-Wosh Andersen ~21052 2'-115/8' x 3'-01/8" x 6'-11" Vinyl Clad / White Painted 1~" Insul, Low-E white plesHc remowble standard pattern Classic Sones White Frame Egress Window E Double Hung 5'-~ 7/8" 5'-5" White Top sash onty w/ white 6rash BlocMng 1"x6" Fiat Casing --l"x4"to be Flat Casing ~ 210 Sitting Pm, Tilt-Wash Andersen TW21052-2 5'-113/8" x 6'-0" 6'-11" Vinyl Clod / ~]te Pointed 1" Insul, Low-E wNte plestic remev~ble stend~rd pattern Classic Series White Frame Egress Window ~ Double Hung 5' 47/8" ~ite Top sash onry w/ white finish rroposeu CUt tO fit ~ 211 TiC-Wash Andersen TW21052-3 8'-111/8" x x 6'-11" Vin~ Clod / White Painted 1" Insul, Low-[white plosHc removobW standard pattern Classic Series White Frame Egress W,,,~. Addition / Alteration Line of Window Doub[e Hung 5'-47/8" 5'-5" White Top sash only w/ white finish Stool Below --Extension Jamb 212 Denchwood Andersen FWG 6068L 5'-111/4" x 6'-0" x 0'-11" V{nyl Clad / White Pointed ," Insul, Low-E white plastic removob[e standard p~ttern Es[meNewburCOllectionstyle WhBe Frame Sect Door on ~" tol~ For The Ext Gliding Door 6'-71/2" 6'-8" White tempered o~1 rubbed ~ronze flmsh Oliding Screer raised curb (dbl.2"x4" plote) 213 Loft Frenchwood Andersen FWG 2968S 2'-8" x 2'-9" x 6'-11" VIn~ Clod / White Pointed 11" Insul, LoW-E white plastic remowb{e standard pattern Sect Door on 3" t~ll 7 ZCorner Detail Window Head Detail GJiding F,xed 6'-71/2" 6'-8" ~ite tampered EState Collect{on raised curb (dbl,2"x4" plate) Retu s = - - = Gliding Door 6'-71/2" 6'-8" White tempered oil rubbed bronze 6rash Gliding Screer raised curb (dbL2"x4" plate) 215 ArchWindow Andersen AFFWGO, 5'-11 1/4"x 6'-O"x Vin~Clod/White P,inted ,,"ln,uI.L~w-E whReplo,Bcremov,ble coloni,,p,ttem Residence _ Exterior 6aulkfng (typ,) 2'-9 1/2" 2'-10" wh,te ~ 5/4" Exterior Trim Board -- E erior Interior 216 Frenchwood Andersen FWG 296BS 2'-8" x 2'-9" x 6'-11" VIn~ Clad / White Pmnted I~" Insul, Low E white Castic removable standard pattern Seat Door on 3" tall Gliding Fixed 6'-71/2" 6'-8" White tempered raised curb (dbl,2"x4" plate) 235 Soundview Road ~, I 6'-8" Newbury styJe White Frame Seat Door on 3" tall Orient, N.Y. ~E~eri°r Blocking i~ , ~Line of W~ndow Exterior. 6Bulking Return Stoa Ogding Door 6'-7 1/2" White tempered mi rubbed bronze fimsh 611ding Screer raised curb (dbl,2"x4" plate) Town of Southold 5/4"x4" Fl~t T I Suffolk County 1/2" CDX Plywood~ ~5 ~ .... X~ ~ ~ Fiat Interior Trim SC,TM NO,:IO00 15~3-4 5/4x4 ExteriorTrim--~, ExteriorCau,king--~~~ to be painted ZoneDistdct R-40 Rigid Insulation-- ~ ~ / ~ U (~)2"x4" Mullion BJock]ng ~ ~ ~ ~ ~Line of Window ~ / ~1/ ~1/ ~{~ ~~~ -- ' ~ndow S '~ .dom {F~-Extens]°n J,mb 2'-4 ~,8" 2'-5" White Drawn By: Interior~- z~~ ~ ~ Extension Jomb ~ ~ -Line of 6yp. Bd. 2'-4 3/8" 2'-5" ~ite MA.M ' L _ ~ I _ Below stool A03 Attic Circle ~ndow Andersen CIR24 2'-4 3/8" x 2'-5" see elevoBon Vin~ Cled / White Peinted 1" Insul. Lo~-E white plostic removob}e st~nd~rd pet~ern l"x Flot C~sing ~ ~ ~Line of G~. Bd. ~ 2'-~" CheckedBy' rd ~ ~ Below Stool 2'-~ 3/8" Wh{te 0Stud Pocket Detail Stud Pocket Detail 0 Window Jamb Detail ,o~ A[Bc Cesment Andersen CX125 2'-7 1/2"X 2'-8" X 8'-(' Vine Clod/Wh,(e PointedlP' Jnsuh Low-E white plesHc removable standard pattern Classic Serfes WhRe Frame 0 5" = 1"-0" ~t sliding doors~ 5" = 1'-0"' ct dormer/cupola window~ 3" = 1'-0" Typical Cupola 2'-4 3/8" 2'-5" white w/ white frnlsh ~ A06 A[Bc Cesment Andersen CX125 2'-7 1/2" x 2'-8" x 8' 4" VIn~ Clad / White Painted 11" Insul. Low-E white Cnstic remowble st~nd~rd pattern Classic Series White Frame CF ~ Cupola 2'-~ 3/8" 2'-5" White w/ white Bnl~h Sheet TIDe ~l"x Poplar Stool ~~ A07 Attic C~sment Andersen CX125 2' 7 1/2" x 2'-8" x 8'-4" Vinyl C[~d / WM~e Pointed 11" Insul. Low-E white plastic removable st~nd~rd p~tern Classic Serres Whge Frame Sill Flashing ~ ~ '~ A08 AJBc gasmen~ Andersen CX125 2'-7 1/2" x 2'-8" x 8'-4" VIn~ Clad / ~T~e Pain~ed I1" InsW, Low-E whBe plaBH~ r~movable s~andard pa~[ern ClassJ~ S~ries White Frame .~,,~ -- l"x Fopler Stool ~ Cupola 2'-43/8" 2'-5" ~ite w/ white 6nish Sche u ~~ ~ ~ SilJ FI.shing ~ to be p.lnted A09 Attic Cesment Andersen CX125 2'-7 1/2'x 2'-8" x 8'-4" 'VIn~ Cl,d / White Pointed ,1" Insul, Lo.-E whlte plastic romar.bio st.ndord p,ttern Classic Series White Frame / AIO Attic Casment Andersen CX125 2'-71/2" x 2'-8" x VIn~ Cl~d / ~]te Painted I~" Insul. Low-E white plasBc removable stond~rd pattern 01assrc Series White Frame cut ~o fit (~ic~0~ ~~ ~ ~1"x4" Poplar Apron Appled S~1 er ~~ Miter E~ch End · FlosMng~ ~1/2" 6~. Board 'Andersen' Win ~ ~ March 28, 2007 06-34 (t~icol) S~le File Name' ' BlocMng ~ 1/2" Gyp. Bo~rd As Noted 0634-Constm A Rigid InsuleBon ~ ~ ~ (typical) General Notes: 1, Verify Design Pressure Roting~ Prior To 0rde6ng Exterior Doors & Windows, Drawing No (see cover sheet for design pressure mgngs) - 2,prlorC°ntr°ct°rto plocingt° verifYorder.Oll exist,ng rough openings for all replacement windows ¢) 6 Window Sill Detail 3 Window Sill Detail 3" = 1'-0" et dormer/cupol~ window ~" = 1'-O" T~icel 4"x4" Cedar Cedar Boards Trim Board A 12 Trim Bd. Ridge Cop & Vent Crown Holding Lead Coated Copper DBp Cop 12 -Typical Roofing Certi-Spht Hondsplit 16" Red Cedar Shakos Number 1 Grade Blue Label 5-1/2" max, exposure for roofs steeper than 4:12 & 4-1/4" max exposure for roofs 5:12 to 4:12 slope to be installed os per the Cedar Shake & Shingle Bureau over cedar breather over 50# Felt Paper over 15/52" thick IPlytonium Thermostat Radiant Barrier Plywood Sheathing. (Mfg, 'Georgia-Pacific') -Install Radiant Panels foil side down os per the manufacturer's specifications -Install Ice & Watershield Mm, of (2) Layers from ~[he FoscTa to 2W" min. inside the Exterior Wall of BId'g. -Install Ice & Watershield At All Volleys 10"¢ 'HB&G' PermoCosd Column w/ 4"x4" o.c.q past ,inside HB&G - Bit. tall corunnn #45090 w/ Tuscan base & cop (5 total for front porclh) ngles at Base Front Elevation South 114" = 1'-0" 'Therma Tru' Fiber-Classic Dear No. - 2050 Sidellte No. - 2050SL Door Size - 36"wide x 7'-0" toll Blass - 3/4" Insulated Clear Door To be Pointed · 1"x4" Trim Board Picture Frame Around Lattice -'Azek' or Equal PVC Composite Lattice to be Painted I BIind Coil Floshin at all Roof 1o Wall -- Intersections, (typ.) Plate __ __ .Line of Roof Behind 12 B Left Elevation = ¢-o" West 1"× PaTnted Risers -Typical decking -Flair Shingles at Base (typical) Typical Siding 'Maibec' Eastern White Cedar Shingles -Nantucket Premium Shingles -Semi-tronsporen f finish -Color to be determined -5~" Exposure to the Weather -Weaved outside corners over 1/2" Polyisocyonurote Rigid Insulation (rso) with vapor border (R-5) 'Dow' Styrofoam Tuff-R foam core with aluminum foil face on both sides over 1/2" CDX Plywood Sheoth'g Exterior Notes: Gutters & Leaders - All New Gutters to be White Aluminum Half Roum (Refer to Elevations for Locations) - All New Leaders to be White Aluminum (Refer fo Elevations & Plans for Locations) All New Gutter Leaders shall be Piped Directly to New Drywells as required by the Town of Southold Trustee's. - Gutters to be Supplied & Installed by Homeowner, Exterior Trim - All Exterior Trim Boards to be 'Azek' Composite - Glue all Joints with 'Azek' adhesive as per manufacturer specifications, - All Exterior Trim to Be Painted White. - All Exterior Trim to be installed as per manufacturer specifications. Exterior Lighting - All Exterior Weir Lights ore to be installed over 5/4"x6" wide x 2 shingle courses tall 'Azek' block - Drill Hole at Center for Junction Box, Flashing (sloped roof sections) - Install Lead Coated Copper Blind Step Flashing at ali Wall to Roof Locations. (horizontal roof sections) - Install Lead Coated Copper Blind Coil Flashing at all Wall to Roof Locations. Roofing - Install ice & Watershield at oil Valleys and a Minimum of (2) Layers From The Fascia To 24" Past The Inside Face of The Exterior Wall, - Instczl[ Ridge Ventilation - Install Soffit Ventilation - For Low Sloped Roofs (2:12 to 4.12), the Underloymenf shall be two layers applied in the following manner. Apply o 19" strip of underloyment felt parallel with and starting at the eaves, fastened sufficiently to hold in place. Storbng at the eave, apply 56" wide sheets of underlayment, overloppmg successive sheets 19", end fastened sufDciently to hold in place. Valley's - All Valleys are to be open w/ Exposed Lead- Coated Copper over Ice ~ Water Shield. Siding - Cedar Shingles shell conform ta the Cedar Shake & Shingle Bureau & per Mfg. Specifications. - Aftachment far each shingle shall be held in place by two hot-dipped zbc-coated, stainless steel, or aluminum nails or staples. The Fasteners shall be long enough to penetrate the sheathing by o min. of 1/2" and sharl nor be overdriven. Sfoples shall not be less than lB gage and shall hove o crown width of not less than 7/16", and the crown of the staples shall be parallel with the butt of the shingle, - The Bottom Courses shall be Boubled. Windows - Refer to Floor PEns for WTndow Plan Locations. Refer ta Window Schedule for Sizes, Header Height, Glass, & Specifications. - All Windows Specified os on Egress Window Shall Meet or Exceed the Requirements of the R.S.C.N YS. (sect. R.~!O_) Min. Opening Area = 5.7 sq. ft. Mm Opening Height = 24" Hin. Opening Width = 20" Sill Height = 44" max. A.F.F. - For All New Windows, Excluding Replacement Windows, The General Contractor Shall Prowde Plywood Sfructurol Panels with a Min. Thikness of 7/16" & Max. Span of 8ft. for Opening Protection from Wind-Borne Debris. Panels to be Pre-Gut to cover Glazed Openings with Attachement Hardware (see Table). TABLE R301 2.1 2 WIND BORNE DEBRIS PRO%CTION FASTENING SCHEDULE FOR WOOD STRUOllJRAL PANELS (a,b,c,d) FASTENER SPACING Fastener Type 2 1/2" #6 2 1/2" #B wood screws Panel Span W Ft. 6 Ft, <:Panel Span <:Panel Span %4 Ft. ~6 Ft. %8 Ft. 16" 12" 9" 16" 16" 12" a. This Table is Based on 110 mph Wind Speeds (130 3 sec, gust) and a 33 ft mean roof height. b Fasteners shall be installed at Opposing Ends of the Wood Structural Panel. c Nails shall be 1Od Common or 12d Box Nails, d, Where screws are aftaahed to Masonry or Masonry/Stucco, ~ney shall be attached utilizing vibration-resistant Anchors having a mtn, ultimate withdrawal capacity of 490 pounds, Deck / Porch Railings R316 1 Guards ReauTred_, Porches, Balconies or Raised Floor Surfaces Located More Than 30" above the Floor or 6rode Below shall have Guards not Less than 56" in Height. Open Sides of Stairs wltha Tofal Ri~e of more than ~0" above the Floor or Grade below shall have Guards not less than 34" in Height measured Vertically from the Nosing of the Treads. R516.2 Guard Oaenino Limitations Requfred Buards an open sides of stairways, raised floor areas, balconies and porches shall have intermediate rails er ornamental closures that do not allow passage of a sphere 4" or more in diameter. Exception. The triangular openings farmed by the riser, tread and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6" cannot pass through. Michael Macr, na Architect, p.o. 409 Lake Ave., Sude C St. James, NY 11780 phone # (631) 686-6585 fax # (631) 686-6786 email: mmacnna@opt online.net Key Plan Revisions' Date Description Project: Proposed Addition / Alteration For The Retus Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County S.CTM No.'1000-15-3-4 Zone DlstBct R-40 MA.M Checked By SG. Sheet Title Elevations - Front - Left Date. Job No ' March 28, 2007 06-34 Scale File Name As Noted 0634-Constrn A Drawing No : A4.1 .~/~ ' II~ SHEATHING Michael -Mechonical E×haust Fon Macrina -R,dge Cap c~ Ven~ RIGID INSULATION Architect . FASTENERS 409 Lake Ave , Suite C DOUBLE St, James, N Y 11780 Paise Exis~'g Masonry COURSE Chimney as Required phone ~ (631)686-6585 fax ~ (631) 686-6786 ' ~u~.~ ~.. W...r Sidina Detail """ ""~"" 1 2 selected by owner w/ 4"x4" a.c.q, post ins,de ~ Corner Details w/ Tuscan base ~ cap (5 total for rear porch) ~ -Crown Mid'g May Occur (see cloy.) ~ ............... ~Lead Caa~ed Copper Revisions. ' ,, ,~ ~ ~ -- ~ Drip Cap Flashing (typ.) Cultured Stone Veneer Piers .... , . ~ - - ~ ~, '~ . II I~To Dr~e[I C Rear Elevation No~h 1/4" = 1'-0" ~o~,, c~.) ~' Typical Window Trim NO. Date Description ~i 1/2" = 1'--0" [ ...... of.Shingle Proposed ~~ Addition/Alteration .... ", Retus 5/4 Azek Sheet~ ~ .~ J ' ~ For The J SideMaterial on Cupola .' ~Leader t . / / I Blind Flashing ('""~") Residence ' card Ri( ,sulet]on~ 235 Soundview Road ~ 5/4"x(' Trim Bo~rd c Orient, N.Y. _Top of Town of Southold % ~ behind frieze board ~ Suffolk County .... 2"x4" studs ~ ~6"oc ~ - Drawn By 4 7 Trim Bd. Detail~ ~ical Rake Board Detail ~ ;~~ M.A.M -F ~ ~ /1~ ~(2) Layers on 1/4" CDX ~ --Custom 'Azek'PVC CompasiteLatce .~ ~ ~r~ ~ -~/~,, o~. ~. Elevations ~ - Drip Cap (typical) ~ Rear ~ ~Cedor Boards Veneer ~ ~ ~ J J E~isting Foundation II ~T~ ~2"X4" Cedar on the fiat j Drawing No.; -ExisUng Retaining -O,arage Door to be I, To Br~ell (typ.) plcal Siding ~ To of Deck' ) P g , l Wall to remain )~ ElevationEast Semi-Custom Steel Series '~-- ] i ~[Z 2 ,.,,:,,_o,, 5 c.o~o~- to ~ ~h,~, Trim Bd. Detail Outdoor Shower Detail Shingle Flair Detail , Hardware - Spade step pla(e (standard) 5" = 1'--0" 1--1/2" = 1'--O" 3" = 1'--0" I~lCHAEL I~AC:R! NA ~, ARCH IT E C:T~ ~.¢. i" j~L I 2. ,7 St. James. N.Y. 11780 ~ PHONE # (631) 6~585 43'-10" ~ ' ~ FAX~ (631) 686-6786 ere the exclusive property of the e~hitect. prosecuted to the fullest extent of the luw. rights reseed, no pert of the plans may be reproduced wi~out the expr~sed written '36" Tall Railing Key Plan: q ~ ~ ~ (2)2"x12" Hdr. . _ , ~ :~ 4 ~ ~ ~ 3'-8" > post~ 3~'x1~' An,ho~powedBeam~,~ p°stX~ -~, : "~ ~~ J ~ - 2-16d C~mon~ " PLAN REFERENCE NOTES " '~.,w~ ~___,r. ~ ~ , _, ~ -Custom R~ceptor ~j z~.Subflr, inAtHc = ~ ~ ,V~-k ..... ~9-0~~'11~~__,'"', ,/ ~l · the shower val~ to the shower head , x ,, ~ '~ ~ Coun~ ~ ' Locate Toilet in-- ~ ~ . '~ ~/'t, ) t t / ~ ~ ~x/<,~ ~ ~ ~ ~ / ~ ........... ' i II ~ Counter top to be selected by owner -- ,,'' center of room . ~~, ~~~ ~ (2 H dr ~ et I[ I Hdlr, >, Te of Wall j = ~ 24" deep x 22" d~p base cabinet to be selected I]1~1 ...................................... : ................ II III1~]~ ~ 12" deep well cabinets to be seJectedHelght to be verified in geld. Che~edM'A'M' ~~By: ~ 36'x50" Shower w/ Custom Receptor S.C. ..................................................... · Temp. Gloss ~closure. -Shower to be equipped w/ SheetT~e: 2'-8" 2'-8" ' ~ 60"x36" Show~ w/Pre-Fab Receptor ~'-~" ' Floo Plan LEGEND: ~ Pedestal sink to be selected by own~ AsNoted 0634-ConstmA 1/~" 1'-o" 8'-1" Plate Hr. ~ ~ 2"x8" Ceding Joists e 16"oc (10') 6'-1" Plate Ht. ~////////~//////////~//////~ TYPICAL FRAMING DETAILS NAILING REQUIREMENTS STRAPPING DETAILS REQU,RED FOR ENT,RE STRUCTURE Michael ~FILLER BLOCK NAILING SCHEDULE: Table 3.1 (W.F.O.M.) (4) 8d Nails-- ~ Macrt n a NOTE Thru schedule doe9 not rnclude nailing far metal framing strops ONE l~d open,ng ,rcm,ns requirements). Architect PLATE TO FILLER JolntDescrlptlon I Ne. of Nails I NailSpacing SIMPSON STRONG-TIE H2,5 STAGGERED (3) 8d Noils~ ./s Nejd phone ~ (631) 68~6585 fax ~ (631) 686-6786 16d 12" OC. BOARD ~ / WALL~' WALL F~MING (4) 8d Nails / aaa design ideas presented on these Header to Heoder (face-hal[) 16d common 16'o.c. *,o,, ~,~. Connection Detail FLOOR FRAMING Typical ,~,. to sd, T~p not. o~ ~,,d., (,o~-.~,,) (.) S. :om~o. ..~ ~o,.t ST~PPING INSTRUCTIONS: ~ PaAition Intersection ~ ~. Corner Post .~,~.,~ to Joist {toe-nail) (2) 8d common Each End 1 All StFopplng To ~. 1--1/~" Wide 20 Ga. Steel Or '1' JOIST DETAILS Ledger S[rlp to Beam (face-nail) (~) 16d common Each Jo,st Nods When in CoMoct with A,C q Lumber -- ils ~ ~ ~ o~r ~wry jack s~ud ~ ROOF SHEATHING -Rafter to Rafter over Ridge ~ ~ ~ ~ I S[ruc[urol Ponelm (see zone dlogrom) -GoNe Wall Studs to Stud ~ ~ ' b~ ~ 'l~. (~1~ ~. / ~ ~ Perime~er Zone 8d common 6" o.c. -Cantilever floor (stud to sill Plate)Plate to Header to Stud - -~t.d to s~, ~,.~. (n.~ .dd~o.: Connection Detail ~ L~ / / SIMPSON STRONG-TIE--~3 ~~ PIb~rE~r~n~ FLOOR SHEATHING (Subfloor) 'CS20' Coil Strop ~ Blockingunder'~ Cantilevered ~, Double Floor Joist& No~ Mox~mum wall herght for 110/ 120 mph zone. exposure B ~ sp~cln9 ~ 16" Load-Bearing Wall Floor Joist Detail (load bearing) ~I Joist Hanger Detail 0,.,,.~ ,r~,,, ~.,.,r.m.~,.) ' ' not to scolo ~ ~ ~o. Bate Descdpt~on .~,.,~.~ ~,.,~... ,.~ ~.~... ~,.,~.~ ~,.,~... ,.o~ ~.~.. Multiple L.V.L. ~ (,)Bd Nails : LEU~TI U ProJect ~,.,~ ~,.,~.~. ~,.,~.~ ~,.,~..- Nailing Schedule~ . ~,..., ~ ~.~.., ,.~ ~. ,~,,~ =,,.., ,~,, ... ~ ~ Proposed ' ' "~" '"', "" ""~ '~" """ Stud to Stud Addition / Alteration ~ /0 ~ ~ ~ ~'"' ¢" ~""' "~(~ '/:"> ="'"' ':" ¢'~' Connection Detail For The / ~ I ' / '- - - Retus - ,- ..... - '" Residence _ ~ ~¢ I-I/2" N¢1¢~) - ~ - SIMPSON STRONG-TIE HO~ T¢ UE~ ?HE5~ ¢HA~?¢ '0S20' Co,[ Strop 235 Soundview Road I (~) 8d ~.pbh TJl'/~r~ ~OUN~ MOL~ ~,Z~ ~0 NOT~~~~ ~ ~d,~~ SCTM No 1000-15-3-4 =,¢ ,-¢,. ~.-¢., =,-o., ~,-0.. 4.-~.. ,'-¢.' ~.-¢" ¢'-0" ~'-¢' Cantilever MA~. =,o ,'-o" ,'-o" P-o" ,'-o" ,'-¢" ='-o" ~'-o" ~'-o" ¢'-0' ~'-¢" ¢'-~" ,o'-o' '~¢'" 0~ ~"' h,~,, ~,,~ b, ,~ ,,,.~ ::, ~h, ""e~ '" ~h, ,,,¢,,~ ho,,. Connection Detail s Schedule ~/ ' ~1~1 lid every stud ,~,, ,,o ,,-~,, ,,-~,, :,-,,, ,,_,,, ~,_,, ~,-o,, ~,-~,, ,~,-,, ,,,-,,,,-o,, ,,,-,,, ,:,-,~,,;~":~;,,',.'~ o~.,n, N0.: ,._,.. ,._,.. ,._,. ,~,, ~.~ P-o" ,,-o,, ,,-~', ,'-~" .'-~ ~'-~" .'-~" ¢'-o"~'-o ,o,-o ,,-o'[,'-~" ,:'-~' ,~'-o' Stud to Sill Plate ,.~ P-o,, ,,-~,, .,-~,, ~,-o,, ~,-~,, ~,-o,, ~,-~,, ,,-~,, ~.,-o ,.,-o, ,~,-~,;,~,-o, ,.,-¢ ~.,-~,, Connection Detail NAILING SCHEDULE: Table .3.1 Joint Description I No. of Nails I Nail Spacing ROOF & CEILING FRAMING Rafter to Top Plate (toe-nol0 (5) 8d common Per Rafter WALL FRAMING FLOOR FRAMING ROOF SHEATHING CEILING SHEATHING Wallboard I 5d coolers 17" Edge / ~o" WALL SHEATHING FLOOR SHEATHING (Subfloor) Roof Shingl Ice & Water Shield Undedoyment Fiberglass Screenin Staple to Rafter Gutter f'xC" Fascia Bd. t"xC" Soffit Board Note: Spray Point Rafter Tails & Soffit Framing Black Prior to Screen & Soffit Bd. Installation f'x2" Trim Flash os req'dx Rim vent MLB572-16 Moulding Low Beam Boards 1'-4" T' Overhang beam 11'-7" Typical Deck'g over Ripped Seepers over E P.D.M Rubber RoG mg over P'tched 5/4' CBX Plywood Sheathing Continuous Flashing over Curb All Doors to have Cont. Pan Flash'g Trim Bd,- Joists (see Install Joists Han for each Ceiling Joist (see plan) over 5/4" blocking Boor 2"×4" Curb Trim Bd. Rim MLD587-1B Crown Moulding Half Round Half Round ~? gead Trim 3/4" H~ Ig 2"x Blockinc 5/8"x4" 'Azek' Beadboord Cig. over 1/2" DDX plywood lindow / \ Stud Wall 2"x4" stud Wall behind Typical Siding Flashing vent ' MLD572-16 Crown Moulding Finish Bm. to be cont. overhang t'_72!" beam Roof Shingles Ice & Water Shield Underloyment Fiberglass Screening Staple to Rafter Tails 2"x Sub-Fascia - -- Gutter k 1"x6" Fascia Bd, 1"x6" Soffit Board l"xlO" Soffit Board Note: Spray Point Rafter Tails & Soffit Framing Block Prior to Screen & Soffit Bd. Lnstallation 4"x4" acq Post inside Fiberglass Cch ~ ~ 7" rough bm. framing Porch Roof Section Roof Deck Section ~; ~ end wall ~ ----~ rea~ ~'oof deck Overhang cont. vent 'Fypon' MLD572-16 Crown Moulding Wrap Low Beam l"x Trim Boards 4"x4" acq Post Inside Fiberglass Col. 3 ~, STOCK # 45145 ~,, ~ COLUMN ~ STOCK # 4514g -TUSCAN- Manufacturer; HB&G Perle Cast Column phone 1(800) 264-4HBG www.hbgcolumns.com Balusters to be spaced-- at 5" ac Max. Newel Post 84 Railing System are to be 'TimberTech' I RodianceRoil System color: white TOP VIEW T_y~Lcal Porch Column Deck -2"x A.C.Q. 4 Rim Joist Post / Railing Detail 1-1/2" = 1'-0" Typical to be painted Typical Grade -A.C.Q. Floor Joists (see plan) Cone Pad under Stair Stringer T_y~_c_a[ Deck Stair 9 ~-~ ¥ ~'-o" Post Deck~ / Trim Detail E E 1/2" -- 1'-0" g Board Parallel to all Sides of Deck & Steps Framing Below Decking g · 4"x4" acq Post ugh Framing $ 7" BeLow Decking ~..of columns & beam Porch Column Plan ~ ~ ~ at corner column Joists Post over Rim Joist /-~3/8"¢x3-1/2" long zinc-coated Lag Bolts w/ washer (two per post) -- 2x A C,O. Blocking behind Railing Post Joist 0 Newel Post Attachment Detail ~-1/2" = 1'-0" Plan View Sandwich Post AIL (4) Sides Typical Deckino 5/4 x4 Compomte Deck g mfg: TimberTech color: to be selected spaced 1/8" apart install with hidden fasteners rough bm. framing Porch Roof Section 1-1/2" = 1'-0" 'HB&G' Parma Fiberglass Column (see elevation) 2"x A,C.Q. Rim Joist l"x8" Trim Board to be Painted Truss for Lattice Installation 'Azek' or Equal- PVC Composite Lattice 1"x4" Trim Finish Picture Fran Lattice front & rear front roolf (see plan) Half Round Lap Building over Deck Flashing Install t_ead Coated Deck Fllashing over Nailer Install Ice & Water over Plywood Sheathing to Approx. 8"-12" above Becking & girder 2"x10" Roller (see plan) Install Joists Hangers for each Roof Rafter ~ Lc~ 11'-7" (see plan) Install Joists Hangers% for each Ceiling doist~ ~'Ceiling Josts (see plan)% 11'-7" Secure Nailer w/ 3/8"¢x3-1/2" long zinc-coated Lag Bolts @ f2 o washer into ExbCg Solid Rim Rim Joist over 5/4" blocking ~ ~an' MLD587-16 Crown Moulding 3/4" Half Round Head Trim 5/B"x4" 'Azek' Beodboord Cig. over 1/2" CDX Plywood ~A.C.Q. Deck Joists~ (see plan) retail TrEmple-Zine Coated 'Simpson' H2J5 to each Joist Wail b Low Girder (see plan) A.C.Q. Post over each pier Nailer Install Triple-Zir Coated Joists Hangers for each Deck Joist g Foundation Wall Strapping Triple-Zinc Coated 20 go. gail Strap Embedded Into Concrete Pier & Secure to Post & Girder w/ 8d Nails Deck Pier (see plan) 6 Porch Floor Section 1-1/2" = 1'-O" Michael Macrlna Architect, p.c. 409 Lake Ave , Suite C St. James, N Y, 11788 )hone # (631) 686-6685 fax # (631) 686-6786 emaih mmacrlna@optonline.n et Key Plan Project: Proposed Addition / Alteration For The Retus Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County Drawn By Porch Details - Sections . INTERIOR DOOR SCHEDULE Michael NO. Room Type Size Mfr. Construction Design Thickness #ofPanels Hardware Remarks Macrina ~ ~' CO1 Garage Single Passage 36"x80" ,eld-Wen Molded w/ Pro-Dore Cambridge 1 3/4" 2 Panel Supplied by Owner 45 minute tire-rated door assembly equipped with o ~ ~ Gyp Board _~ Quiet Door Option Smooth Surface Installed by Contractor self closing dewed as per sect. R309 of the R.C.N.Y.S. VD" Byp Board e -- ;~Blocklng . (t~icoO -1"x4" Fiat Casing 409 Lake Ave.. Sude C ~ Crown Moulding ~1/4" reveal Sb James. N.Y. 11780 ~~1 (typ,col) 101 Doth ~1 Single Passage 24"x80" ,eld-Wen Mo~ded w/ Pro-Dore Cambridge 1 3/4" 2 Punel Supplied by Owner Quiet D~or Option Smooth Surface Installed by Contractor phone ¢ (631)68~6585 ~ : ~ ~ ~ ~ 102 Bedrm. ~1 Double Pass.ge 30"x80' deld-Wen ~olded w/ Pro-Core C~mbBdge I 3/4" 2 Panel Supplbd by Owner fax~ (631)686-6786 7~ % / 4~" rough jOmbunless noted ~ ~ ~ ~-- l"x Fiat PopLOrto be pointed ~ ~// / SubFIr. ' 104 LoundryCL°set Quiet Door OpUon Smooth Surface 13/4" 2 Panel ,natal[ed by Contractor Supplied by Owner Saddle to be / 103 Bedrm. ¢1 STng[e Passage 50"x80" ,eld-Wen Molded w/ Pro-Core Cambridge 1 5/4" 2 Panel Supplied by Owner mmacrina~optonhne net ~1"x10" P~plor : otherwise on pon ~ ~Shim Space selected -- Door Quiet Door 0pDon Smooth Surface Installed by Contractor ~ , m ~ / --Rough Jamb / Head Tile Fir.- ~ Single Passage 3O"xBO" ,eLd-Wen Molded ,/ Pro-Core Cambridge These pi ~ ~ ~ ~i 5 ~ 105 Foyer Double passage 24=x80" ,eld-Wen Molded w/ Pro Core Cambridge 15/4" 2 Pone~ Supplied by Owner -- Door r,.~, Typical Rough ~ 107 Cellar Single P~ssege ;O"xBO"Joia We, Molded w/ Pro-Core C.mbddge 1 5/4" 2 Panel Supplied by Owner Entrance Door Head Detail 2 Door Jamb Detail 3 Typical Cased Opening Z Saddle Detail ' lO8 Closet Single Pass.ge 24',80",eld-Wen Bo[dod w/ Pro-Dore Cambridge 13/4' ,Panel Supplied by Owner KeyPlan: Typical Moulding's -- TYPICAL I NS U LATIO N House Component Type (Ri Value I Insulation I Thickness Moisture Barrier , Remarks --Poplar (o be ~ 0 over Garage Ceiling Fiber lass R-50 9-1/2" Kraft Paper Fiber loss R-50 9-1/2" Kraft Paper ~ j ~ ~ 2x6 Exterior Walls' Blown-In R--la 5-1/2" 6 mih Polyethelene ~ Quiet Door Option Smooth Surface InstaLled by Cent,ac(or ~' Casing Profile ~' Base Profile ~ Vaulted Ceiling Fiberglass R-21 (2,8) 5-1/2" Krof, Pope, Install Baffles to provide o min. of ~ Closet quiet Door Option Smoo~h Surface ,nstefled by Contractor o ~ ~ ~~ for Transom Header ~ / lc,. ~.e~?er Shield from fesci, to ~ / ,c,,~ ,?er Shmld from f~soia to 24 , inside face ofwomm, 24 as inside face of woJ' Proposed ~ .~ /~ ~4 ~o~ ~oor~ ~/~ ,s ~o~B~ ~oo~d Addition/Alteration e/~¢ 1 x3 Soffit Board 1 x6 ,~ofBt Board 2"x Sub-roach NO, Room Floor ~ Fleshm~ Walls Ceiling ~ Base 1/2" ny. wood ~. --Outter May Occur [er Material ~pe material Material Finish Material Finish Remarks ~ ,yp,col~y;::;:~ro~~.HeOd~~Apro~ .~'~ ~ ~-1 x: ,r,m Board 5/ ' ' co~[. Board 102 Bedrm. ,1 ,re-FlnlshedA~o~ue Heart ~ineEn ,,eared B-1 Poplar 1/2" '6P' De,sArma, Pof~t 1/2" 'GP' De,sArma, Point ( 'mmm 1"x6 Fascia Board . .. vent Mfg. 'Georgia Pine Floors PopeDess Inlermor Dr~oll Poperless )nterbr Drywall 235 Soundview Road ..... ord l,.xB. Trim Board 'Fo,bo Roor)ng' Poperless Interior Dryeog 1/2"pope,less Interbr Drywoll'GP' BensArmor Plus Pomt ~~--~zel"xB" Frieze Board 1 x8 Frlez( 3o ~ 10~ Laundry Mormoleum B-1 Poplar 1/2" 'GP' DensArmor Pbs Paint Orient, NY. ~ ~BFi~k~ Bg~rd ~l~'ixg~j ~;: ~ Note: 1 x8 Frieze Board T~icol Casing Spray Point Rafter Toils > 104 Living Rm. Pre-Finished En inca,ed 1/2" 'OP' DensArmor Point 1/2" 'GP' DensArmor Point Town of Southold ~)j ~ Soffit Framing B~ock Rigid ~nsulatlon ~ Mfg. 'Georgia Pine Floors Pope,less Interior Dr~oll Pope,less Interior Or~oll Suffolk County '. ~ ~ ' Pre-Finished En rendered 1/2" '~P' Den,Armor Point 1/2' 'Gp' DensArmor Point install Insulation in omi interior walls for sound ~ Section Thru Loft Transom Eave Detail Eave Detail a 107 Den Anti,ua Heart'ina ~-1 Poplar / 1-1/2"= 1'-0" 1-1/2" = 1'-0" sloped soffit 1-1/2" = 1'-0" rear roof with ~ 108 Bath. ~2 supCeromblbd by TileownerB-1 Poplar 1/2" 'GP' DensArmor Plus Paint 1/2" 'GP' DensArmor Pbs Paint Bead1/2. thickB°°rdpre-pnmedWainsc°tingMDF- 'Nantucke(~Bh 'V' beadBeedb°°rdprof[le Company' ' ~ -~ ~ ~ T~icaL Railing ·Pos[ System S.C. ~, 201 Both. ,3 Ceramic Tile B-1 Poplar 1/2' 'OP' OensArmor Plus Point 1/2" 'OP' DensArmor Plus Point Use 'BP' DensShie,d Tile Backer et Shower Surround ~ ~ ~ AOQ Sleepers over E.P.D.B. Rubber 202 Toilet Rm. Sup dod by Owner --Pop,or Choir,oil Cop %: -- ~ ~ ~ 2". SofB[ Fram,n, ~ Closet "'9' 'O.o,,m Pine ,bors Pope,less interior Drool, Poperies, mm ~ 205 Loft AnD~ue Heart ~ine B-1 goplar 1/2" 'GP' Den,Armor , Mf, 'Gear,ia Pine ,,oo,, Poperies, Interior Drool, Poperies, Interior ,rp, oll Finish Schedule ~ ~ ~~_5/4.x6. Trim Md. ~ Instated byCon~roc~or Popedess~ntermor Dr~oll PoperlessmnteBorDrywol, 1/2 ~hmck pre-primed MDFwth V beodpoflie March28.2007 06-34 · Flnbh Fmoorlnc~edule) ' ( Drawmng No.: 'GP' Geor¢o-Pociflc 'Oeorgb Pine Floors' 'Fo,bo Flooring Nort~ America 'Non[ucket Beodboard Company' ~ Beadboard Detail q Cupola Eave Detail pho.~ 1(800) 225-6119 phone: (877) 542-7465 phone: (866) m~r~oleum phone: (60J) 530-1070 m ~ 1-1/2" = 1'-0" wwwGP.com www.georgiopinefloorscom www.~hemormoleumstore, com www.beodboord.com ~/1~I~ r other TYPICAL INSULATION Insulabon House Component Type (Ri Value Thickness I Moisture Barrier Remarks over Crawl Space CelHng FiberBoigtslOSS R-50 9-1/2" into,ia,Kraft Papers[de Fiber lass R-50 9-1/2" Kraft Paper .g) over CeLlar Ceiling Bai~s interior side 0 0 over Garage Ceiling Fiber'glass R-30 9-1/2" Kraft Paper Botts interior side LT. Fiber loss R-30 9-1/2" Kraft Paper interior Second Floor Assembly Blown-In R-35 9-1/2" For sound deadening between (first floor ceiling) Mineral Wool first & second floor ¢ 2x4 Exterior Wells: Blown-In R--13 3-1/2" B mil. Polyethelene = Mineral Wool interior side ~ 2x6 Exterior Walls' Blown-In R--19 5--1/2" 6 mil. Poiyetheiene Mineral Wool interior side ~n . 5-1/2" Kraft Paper Fiber loss R--30 Flat Ceiling Ba~C~s~ interior side ~ Vaulted Fiberglass R-21 (2x8) 5-1/2" Kraff Paper install Baffles to provide a mm, of Ceiling Botts R-MDc (2x10) 8-1/4" interior stale 2" ventilation space above Insulotfon. ~ 3"= 1'-0" Michael / ~ Macrina ~ J~l -- ~ ~=, ~_ Architect,,.°. x~ ~ _ St James, NY 11780 Bedrm. #1 Elevation Bedrm. #1 Elevation ~',~ Bedrm. #1 Elevation Z . Bedrm #1 Elevation -~ 3/8' = f-O" 3/8" = f-O" ~' 3/8" = f-O" 3/8" = f-O" Key Plan: ' ~ I ~ , ~/~ __ to be supphed by owner ~ & instalJed by contractor / 3/S"= f-o" 3/s" = f-o" 3/~" = f-o" 3/a"= f-C' 3/8"= f-O' .- 3/s'= f-O' ~ .~ 3la" = f-O" -. 3la"= f-o" -Built-In to be designed by others Painted Poplar ~, -T~ical Casing ~ 7 by others I ~ I ~ 7 ~ ~ ~ -- i Project: x/ 5 / ~ ~roposed ~ ~ Addition / Alteration, ~,., Uvin~ Bev. '1 5 6 8otus -.- 3/8" : 1'-0" -- 3/8" : 1'-0" 3/8": 1'-0" 3/8" = 1'-0" Residence ~ ~ 235 Soun~viow .oad ~ ~ x. Orient, N.Y. .... I Town of Southold ¢¢ ~ F__J j ' ~ ~ ¢¢ ~_~ '1 ____~ ' %~ SuffolkCounty ~_ _ ] I , I' i '~ s.c. - 3/~"= f-o" ~. 3/~"~ f-o" -~ 3/8"= f-o" 3/a" ~ f-o" Interior filovations ~1 ~U - ~i~t ~oor ~11 ~1[ ~ 3/s" = f-o' 3/~" = f-o" 3/s"= Y-o" ' 3/s" = f-o" I/ 7 I '1 ZEN [] JEll JEll Bedrm. #2 Bev. ~=--~-~ 3 Bedrm. #2 Elev. ~: ~ 2 Bedrm. #2 Elev. ~ %-- ~-~ 4 Bedrm. #2 Elev. 3/8"= Sitting Rm. Elev. Sitting Rm. Elev. Sitting Rm. Elev. Sitting Rm. Elev. ~:~,_-~ 6 '7 ~-~:~,~ ~: ~--~ 3/8,,--~,-o,, ~:-~-~ 8 9Dre~ace 10- 11 12 / o [ I Toilet Rm. $/8"= 1'-0" 1 3Bath. #3 Elev. 1 4Bath. #3 Elev. ~ _-= ~, 1 5 Bath. #3 Elev. Bath. #3 Elev. - 16 17 Toillet Rm. 20-- 1 Bedrm. #3 Elev. ~¢ 22Bedrm. #3 Elev. Bedrm. #3 Elev. 23 24 Bedrm.#3 Elev. 5 Bedrm. #4 Elev. 3/8" = 1'-0" 26 Bedrm. #4 Elev. 3/8" = 1'-0" 27 Bedrm. #4 Elev. 3/8"= ~'-o" Painted Seat to Hinge for Access Beodboord _-/ / ¢ /- "'~{~ Bedrm ~4 FI~_v 7 7 8 Bedrm. #4 Elev. ypi~o, BoseMouldfng ,w==¢ 29 3/8.=1,_0,, Michael Macrina Architect,,.c. 409 Lake Ave , Smte C St. James, N Y 11780 phone # (631) 686-6585 fax # (631) 686-6786 email: mmacrina@optonhne net Key Plan: Revisions: Date Descnption Project: Proposed Addition / Alteration For The Retus Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County S.CTM Ne,:1000-15-3-4 Zone District: Drawn By ' M.A,M. Checked By S.G Sheet Title: Interior Elevations - Second Floor March 28, 2087 06-34 As Noted 0634-Constrn A Drawing No. A8.2 Michael Architect, ~.c. ~'~ 409 Lake Ave, , Suite C St James, N.Y 11780 phone # (631) 686-6585 r : : ~~ II ~ ~ ~:3 : :: fax# (631)686-6786 II emad m macrlna@optonline.net ~ ~ ~ehael M~erl~ ~ehiteet, ~ rights -T~ical Base Moulding Loft Elevation 2 Loft Elevation~ ~, Loft Elevation ~ . Loft Elevation -- 5/8" = 1'-0" 5/8" = 1'-0" ~) 3/8" = 1'-0" 5/8" = 1'-0" Bath. ¢4 Elev. 6 Bath. ~ Elev. 7 Bath. ¢4 Elev. ,~ Bath. ¢4 Elev. Project: ~/8" = Y-o" ~/8"= f-o" ~/8" = 1'-o" ~ ~/8" = 1'-o" Proposed ~,.~ c.,i.~ Addition / Alteration For The ' Residence ,,' , Retus ........ ~ 12~ /X Town 23~ Odont, Soun~viow of~'Y' Southold Road Suffolk County I'~' II 3/s" 1'-0" 3/a" = Y-o" 3/a" ~ Intorior Bovations - Second Floor / NOTES' LEGEND' Michael 1. WHITE DECORA RECEPTACLES &: SWITCHES INDICA,ES PHONE JACK phon, Macrina 2, CONTRACTOR TO CONSULT W/OWNER =~TV Architect P -[3 E] D ~ / PRIOR TO INSTALLATION, RECARDING ANY INDICATES CABLE JACK &EXTERIORFLoOD LIGHTMOTIONLocATIONs.DETECTOR INDICATES DUPLEX RECEPTACLE (ID ~ p.c. 3. ALL SURFACE ~ WALL MOUNTED ~IGHT FIXTURES INDICATES QUAD RECEPTACLE ~ 409LakeAve., SulteC TO BE SUPPLIED BY HOMEOWNER ~ iNSTALLED St. James, N.Y. 11780 BY CONTRACTOR. fNDICATES RECESSED CL6. LIGHT ~HH FIXTURE phone ¢ (631) 686-6585 ~ Roof Deck4. ALL RECESSED HIGH HAT LIGHT FIXTURES INDICATES SURFACE MOUNTER CLG. ~SM fax~ (631)686-6786 TO BE SUPPLIED & INSTALLED BY CONTRACTOR. LrGHT FIXTURE ~ 5. RELOCATEDOVERHEAD ELECTRICuNDERGROUND.SERVICE TO BE REMOVED ~ FIXTURErNDICATES PULL-CHAIN CLG. LIGHT ~PC ema~l: mmacnna~optonhne.net Sitting Rm. I~LEc~*,c METER TO BE RELOCATED TO STREET, INDICATES RECESSED CLG. CWP The~e plans ~re ~ Pendant (CONSULT WITH HOMEOWNER REGARDING LOCATION) WATER-PROOF LIGHT FIXTURE architeat. ~frlnge~ents proparty ~ INDICATES WALL MOUNTED LIGHT ~ dra~ shall be prosecuted [o the I ~ INDICATES 3-WAY SWITCH $3 consent of the INDICA~S 4-WAY SWITCH $4 Key Plan. Wet ~ INDICATES EXHAUST FAN (100 c,f.m.) ~ '/ Bedrm. ¢2, ~one ~ Bedrm. ¢3 ~ iNDICATES SMOKE DETEOTOR / ~/ - ~ ~ % ~ ~ INDIOA'ES CEILING FAN 0 JJ Att ic I~J __ ~ SM~TolletTM ~ ~WP IfJJ ' - ~ H FI ProJe~. ~: Addition / Alteration ~ ~ ~ For The consult w/ owner ~H ~HH ~/ · -- ~ ~ ~ ~ ~ ~l, All Kitchen LTghUng ~ / ~;ni~im ~ ~ /~P~dant WPenda~[ m r ~ drawings to be supplied A Second Floor Plan ~FI ~ I 235 Soundview Road Stoop ~ ~ %~ %~HH / ~/ / ~ z~[ ~' Suffolk County J Bedrm. ~1 v~X ~ / ]=~/ / M.A.M Cellar motion ~ [ M J mm Light ~ S.G. M LOCATE IN CLG, - J ' m FOR GARAGE m - Light Fixture .... ~ ~ ' ~o be con ered ~ J '/ Two-Car ,/ Outdoor J J ~ ~ ~ [J ~M % % , ~ % / T Sheet Title: , ,~J ....... ~ : .... ~ ~~ , , Electrical , ,, Floor ~lans , ,~..~ / ', ~ ~ ~ % ~ Crawl Space ~r ¢ ~OOR O. ENER _ J ~ ~/Bath ¢1 ~ ~ Door ~ ~ March 28, 2007 06-34 ~ ~ Cellar Plan C First Floor Plan ~ NVF ,' RENEGE NOTE8 RESIDENTIAL BODE of NEW YORK 8mATE ZONING ANALYSIS ABBREVIATION DATA DESIGN LOAD8 ANT ACOUSTICALTILE L.C. LINENCLO8~ ClaBsi[cation / Floor Area: MIN. DESIGN PRESSURE (D.P.) ~TING: GENERAL CONDITIONS FRAMING SMOKE A~R~S (Sectio~ R317) -L0tArea: ~2,684 ~q. ~, (l~a~re) ALALT ALTERNATEALUMINUM MIN~ MINIMU~I~U~ Roor Proposed To[=l -:~ ~ ~ o ~ ZONE ~ DP 30 drawings and shall be inco~orated into the drawings, whether bending stress (Fb) of 850 pounds per square inch (P.~.I.). the folowlng locations: A.S. U.S. they are indicated on ~e p[ans or hal 5. NI e~edor lumb~ and/or lumber in c~tac[ wi~ mas0~ry/c~crete 1. In each sleeping room. D~sbict; 1000 A.P.B. ANTHONYPOWER BEAM MTL M~AL ~ First Floor 1,510 sq. ff. 86 sq. ft. 1,596 sq. ft. ~ ZONE 1 DP 30 B.C. BRICK COURSE(S) N/A NOT APPLICABLE ~ ~ ~ o at ~e site before any cons~ction woA is started. ~e Contractor ~. All wood subfloors shall be 3/~" CDX Pl~d to be glued end vicinity of the bedrooms. Block: 03 BaT BOSOM NaM NOMINAL ~ ~ ~ ~ shag notify the ~chitec[ of ~ny discrepancies or conflicts in the 3. On each additional story of the dwefling, including basements Lot :04 and cellars but not including crawl spaces and unlnhebitable attics. CL CLOS~ aC ONCE.ER(S) ~ Total 2,144 sq.ff. 807 sq.ft. 2,951 sq.ft. of discrepancies ~fter beginning the work shall be the full responsibility 5. All wood frame o~nin~s in floors, roofs, ceilings shall have ~ In dwellings or dwelling units with split levels and wthout an CLG CEILING aCC. OCCUPANT(S) ~. ~ _~_ ~ ~ ZONE 1 DP 25 of the Contractor to correct, oth~iseminimum doubloon plan. dmmer and header" ~aming unless noted installedinterveningon doorthe upperbetweenleveltheshoeadjacentsufficelevelS'for the ~ smoke~djacentalarmlower -Map Name: Map of Orient by the Sea (Let ~) coLCLR COLuMNC~R(ANCE) PARTOH P~TITIoNOVERHANG ~ ~ ~ Roof~. Dock ~ ~208~sq. ~t~. ~--~208 s~ _~' } ~ ~ ~ ZONE 2 DP 55 3. ConEec[~ shell locate · stoke out all existing und~ground utilities prior m Re~ 366 sq. fi. 375 sq. ft. 373 sq. f~ to any excavation. ~e utilities sho~ on the plans ere an approximate 6. All wood frame wall ~enings shall ha~ minimum doubl~ stud pos~ level provided that the lower level is less than one full story -Zone: R-40 CONC CONCR~E P.e. PA~RYCLOS~ ~ to be reme~ ZONE 3 DP 55 ~. Contractor to be resp~s~le for effanging all necessary pe~its and 7. All hanging wood ~ists and ragers ~ell be supposed with steel ~en more than one smoke ala~ is required to be installed within en Front: 50ff. CT CE~MICTI~ PT-ECS PAI~,EGGSHE~SHEEN .~ Zone Diagrams: insp~tions, including Certificate 0f Occupancy (C. 0.). ~ist hangers, individual dwelling unit the alarm devices shall be interconnected in Side (mia): 15ff. C.j. CEILING JOIST PT-SC PAINT, SEMI-GLOSSSHEEN scale details shell h~ve precedence ov~ smeller scale deteils/drawln~s, triple zinc coated ~ist heng~s only. ale.s in the individual unit. ~e alarm shall be cloudy audible in all Drawings ere not to be scaled. 9. All roof end wall shee[hlng shall be 1/2" CDX pl~ood, bedrooms over b~ckground noise levels with all intervening doors closed. Rear :50 fi. CMn CAREN MONOXIDE D~ECTOR QT QUARRYTILE DIA DIAMETER RAn RADIUS First Floor Plan Se~nd Floor Plan DIM DIMENSION REg. REQUIRED - 6. ~y de~aH~ ~om the Architect's drawings must be submitted to the /0. All wood fl~r ~ists, end fiat roof reffem ~n~g 10'-0" ~ ~ Afl smoke alarms shes be listed and installed in accordance with the -Building Height DR DOOR R~ REVISION(S), REVISED Addition rAddition Addition 7. Co,tractor shale be respons~le f~ adequately bric,Rs and protecting eli gre~ter then 6'-0' int~wls' provisions of NFPA 72. R~ired A~al DWG DRAWING RJ ROUGH J~B Addition ~ ~ wo~ during cons~cti~ against damage, breakage, collapse, disto~ion 11. Pro,de Double oll Agar Joists under NI Parallel Walls ~o~. R317.1.1 Alterations. Reooirs. Additions and Conversions. 35 E. from average grade (front)' (left) (rear) (~ht) ~ ~CH R R R~F RA~ER C and misoflgnmen[ acceding to applicable codes, standards and good prociice. 12. Install Stoa Strapping at All Framing M~bers. (see deta~s) When interior alterations, repairs, additions or conversions requiring to average roof height 23' + 23' + 25' + 26' EL ELEVATION ~ REMOVE & REPACK ~ ~ 5 ~ ~ or 8. All w~ shall be perfo~ed ina first class manner with all new materlols. 13. NI top plat~ in wood flame wells ~ell be d~bled and ovedop o permit occur, or when one or more sleeping rooms ore added or 4 sides EQ EQUAL O ~ ~te~tion ~ ~ ~ ~ ~ ~ ~i~eter C~troctor shal~ pro,de ell equipment, labor and materials nec~so~ for with [~ter~ting wags if possible, or creoted in existing dewflings, the individuol dwelling unit shall be ~ ~ISTING -~ Zo · e proper execution and tlmdy completion of the work. Con,actor shall 14. L~minated V~eer Lumber to have a min. of 2,850 (~) bending provided with smoke alarms Iocoted os required for new dwellings; = 24.3 E. average ~H ~HAUST SAD SOUND A~ENUATION B~NK~ ~ ;' Alteration ~ 634s~634 sq. fL the smoke alarms shell be interconnected end hard wired. ~ E~ERIOR SEC SECTION be responsible for all materials and equipment st~ed et the site. stress end o min. of 1.9x10~ (E) modulus of Elasticity, EF EXHAUSTFAN S.F. SQUARE FE~ ~ 1,510 sq. ft. 9. Ail conEoc[o~ end their subcontractors shall coffy insurance tho[ wgl protect 15. Lumber to be doug fir ~2 or better, (min. ~=g00, · = 1.5x106) R317,2 Power Source. -Lot Coverage ~ EGRESSWINDOW SIM SIMIan ~ Minimum Unifo, ,.ly Distributed Live Loads: Table · e Owner and Architect ~om claims ~om damages for personal in,rios, Higher sloss lumber such os s.y. pine, ~L may be subsUtuted for ~e required smoke oleos shell racet'va their primary power Eom Requir~ A~ual FC FIRE.DE ~ SQU~E ~ including deaffi, which may arise in connecH~ with this pro,ct, doug fir, No spf lumber may be used exit for sill, plates and the building wiring when such wiring is sewed from o commercial source, FD FLOOR DRAIN SS STAINLE~ STEEL 10. ~n~octor to indemnify Arbiter and Owner and hold he.less, studs, and when prlmory power is interrupted, shell receive power from o 20% 2,~0sq. ff. = 10.7% FIN FINISH(ED) STC SOUNDTRANSMISSIONCO~ROL ~ Exterior Balconies 60 psf 10 psf bottery. Wiring shell be permanent end without a disconnecting switch 22,684sq.~ FLR FLOOR(lNG) eTD STANDARD -Addition n 11. ~e ~chitect is not re~onsible for construction means, methods, t~hniques, giber'than those required for overcurrent protection. Smoke ola~s FP~ FIREPR~FSELF-CLOSING ~L S~EL Add~on- p~ Decks 40 psf 10 psf sequ~ces, procedures ~ for the safety precautions and programs in F~SHING & CAULKING NOTES shall be permitted to be battery operated whenn installed in buildings ~ FOOT(FE~) SD SMOKE D~ECTOR Passenger Vehicle Garages 50 psf es per plan connection with this project, without commercial power or in buildings that undergo alterations, -NumberofStoties F.J. FLOOR JOIST T.C. TOPOFCURB Design R~01.2.1.1 (Residential Code for New York State) ., ~ GAGE, GAUGE TEL TE~PHONE A~CS without Storage 10 psf 10 psf 12. N~ construction within the 1/0mph and the 120mph ~ree second wind spe~ 1. Pro,ding metal fleshing where ffoming lumber is in contact with ,, repairs or additions regulated by Section R317.1.1. AIIow~ Actual ~LV GALVANI~D THICK(NESS} regions Nassau & Suffolk Counties) shall be in confo~ity ~ith ~e 'American soil or c~crete. Pro,de hidd~ (blind) metal flashing where tops CFI GROUND FAULT I~ERRU~ T.O.s.THK TOPOFS~ Design CrRer~a. Const~ction in regions where the basic wind A~CS with Storage 20 psf 10 psf Fares[ · Paper Association (AF~AP) 1995 Wood Frame Construction Manual. offloshingrOofs aroundintersectetl verbCOlchimne~,WOllsk~igh[sSUrfoceS.andPrOvidewheremetalsides stoat roof 2 1/2 2 GL G~SS TP. TOILET PAPER speeds ~om Figure R501.2(4) equal or exceed GWB GYPSUMWA~BOARD TPF T~UREDPAI~FINISH '~' 110 miles per hour (177.1 km/h) shefl be ROOMS other than sleeping rooms 40 psf 10 psf 1~. All c~oc[~ ~oll be licensed and insur~ as required, inters~[ ve~icQl wag sudaces. All metal fleshing shall extend up ~Kically ~ minimum of 4" from the roof unless noted oth~ise. EXISTING BUILDINGS AND STRUCTURES (Appendix J) 'Gp'GYP'BD' GEORGIA-PACIFIcGYPSUM BOARD T.S.P.~ T~RED SPRAYPAI~ TOIL~ ~HAUST designed in accordance with one of the following: Sleeping Rooms 50 psf 10 psf 14. Conk~ctor to obtain Dwner's or Architect's approval for oil martials, fini~es, .... HDW HARDWARE ~ ~LEVISION Plans have been American Forest and Paper Association (AF~PA) Stairs ~ psf 10 psf instaged per m~nufactur~s ~tt~ specificegons, wells a~d peneEetions, to f~ e wat~ght assembly. AJ102.2 Reaulrements by Cateeorv of Work. HM HO~OWMETAL ~P ~PIC~ designed in Wood Frame ConstrucGon Manual for One ~ Two GuardraiJs and Handrails 200 psf 10 psf Alterations Shell Conform to the Requirements of Section AJS01 HaH HORIZONTAL TEMP ~MPERED 15. Conkactor shall keep site cleon end Eeo of debris. FIREBLOCKING / DRA~STOPPING And the Requirements for Renovations. HP HIGH PO[~ U.O.N. UNLESS OTHERWlSE NOTED accordance with: F~mily Dwellings (W.F.C.M.) 1995 ROOFS: 16. ~e drawings a~ the prepay of ~e Architect and shall not be used AJ102.3 ~ HR HOUR(S) VB VIN~BASE (Prescriptive Design) 12 psf for Attic without his consent. Drawings ~elJ not be used for issuing of a building 1. Install Rreblocking required es per section 602.8 end 0[~fistopping ~ HEIGHT V~ VERTICALCO~ROLJOI~ Live = Ground Snow Load Adjustments 52 psf p~it unless signed & s~led by Michad Mecrine Architect, p.c. es p~ section 502.12 of the Resid~ti~l Code for New ~e~ State. Regardless of the category of work, remake detectors shall be provided where required by Section R~17.1.1. HD H~D VCT VINYLCOM~SITION FL~RTILE as per Table R301.5 15 psf for Cath. ' HVAC HEATIN~EmI~TIN~ VIF VERI~INFI~D Climatic & ~eographic Design Criteria: Table R301.2(1) 17. Contractor to follow ell manufactures spemflcatons, recommendations and DR~ALL NOTES ' , ' ..... Allowable Deflection: Table R501.6 i~s[a~lati~ detaEs on oil products used ~n [his project. Notify the ~chitect Regardless of the category of work, ~hen an entire existing window, IN INCH (ES) WC WATER CLOSET Wind Exposure Categor~ B of any ~nflict betwe~ the plans end manufacturer's specifications, including ~ame, sash ~nd glazed port:ion is replaced, the replacement I~ INTERIOR WD W~D recemmendati~s end installation details prior to ins[allati~ of product ~ 1. Provide 1/2" g~sum well board to ~11 wells end ce~ings unless Stru~ural Member Allowable DefleXion · is pro~c~ Con[rector shall be respons~le for co.action of any work ~e[ noted othe~ise. Pro,de [/2' moisture resistent g~sum well window shall comply with the requirements of Section Nl102.4. ~INV INVERTjoi~ ~WR ZONINGWA~R RESISTA~RESOL~iON Ground Snow Load: ~5 psf coats of specie minimum. All wells, ceilings, end ledges [o ALTERATIONS (SecUon AJSO1) ~V ~VATORY ~ residence located within (100 fastest mile) finished ceiling attached to ra~ers. 18. Con,actor shell be responsible for adequately bracing and protecting ell wo~ receive tile or stone shall be set on 1/2" cement board. AJ501.1 Ne~lv Considered Elements. during c~s~ction egotist damage, breakage, collapse, dis[o~ion end All Newly Constructed Elements, Components and S~tems shall LEGEND Seismic Design Categor~ Exempt Interior Walls and Partitions H/180 misaflgnm~[ ~ccording [o applicable codes, standards and good practice. 2. Pro,de one lair of 5/8' t~e-x g~sum wall board [o ell walls Co~ply with the Requirem~ts of this Code. E Floors end Plastered ceilings L/360 19. Match ell existing conditions es they relate to finishes, lighting, coursing, end ce~ings of ell garages and room enclosing heat producing AJ501.2 Nonconfo~ifies. MATERIALS dimensions, height, a[ignm~ etc. Mo~ and r~lo~te any partitions, wiring, equipment. Pro,de one lair o~ 1/2" t~e-x g~sum wall board The Work shafl Not Increase the Extent of Noncompliance with the ~ Weathering: Severe Afl other Structural Members L/240 plumbing end ductwoA the[ may be cone.led in wells or ceilings being revised, ate[ 5/8"all ~nt~iort~e_xhOUSeg~sumWellSwallC~mOnboard tOover~areg~.all heatPr°videprodudng°ne la~ ~oseRequirementSRequirements°f Sect~OnwhichAJ601,did no[Or PreviouslyCreate Noncon fo~RYExist, with ~////////~ BR~CK VENEER ~ EARTH =~ Frost Line Dep~: 36 inches Exterior Walls with plaster or stucco finish H/560 to provide a complete job in all respects, equipment ~n ell unfini~ed open cellars. ~J501.3 Extensive Alterations. ~ Te~ite Infestation: Moderate to Heavy Exterior Walls ~ wind loadsa with brittle finishes L/240 ~en the Total Area of afl the Wo~ Areas Included in an Alteration ~ CONCRETE MASONRY UNIT ~ INSULATION (THERMAL) ~ HABITABLE SPACE Exceeds 50 Percent of the Area of the Dwelling Unit, ~e Wo~ Shall ~ Decay Probabilit~ Slight to Moderate Exterior Walls - wind loads with flexible finishes L/120 be Considered as a Reconstruction and Shofl Comply wi~ the m Note: L=Spen Length, H=Spen Height 1. All Habitable spac~ shall c~fo~ to the following sections Requirements of ~ese Provisions for Reconstruction Wo~. ~ STEEL ~ 'PVC' or COMPOSITE MATERIAL ~nter Design Temperature: Suffolk 11 degrees a. ~e ~nd Load shall be permRted to be token es 0.7 times the of ~e Residential Code for New YeA State: Component and Cladding loads for ~he pu~ose of the determining R303 (gght, ventilation, end heating) AJS01.5 Electrical EauiDment end ~rln~. ice Shield Undefl~ent Required Valleys · Perimeter deflection limits herein. R504 (minimum ream areas) AJ501.5.1 Materials and Methods. ~ Ag Newly Installed Electrical Equipment and ~ring Relating to work ROUGH WOOD ~ RIGID INSULATION Flood Hazard Exempt R305 (ceiling height) R306 {sanitation) Gone in any Work Area Shell Comply with the Materials and ,-:; ' ~ CONCRETE FINISH WOOD D~WING CONTENTS ~01,5,2 Electrical Ser~ce. G~ZING Servive to the Dwelling Unit shall be a Minimum of 100 ampere, ~. Ag ~l~zi~g ~h~g co,~om to s,ctio. ~a (~l,zing) ~ree Wire Cap~:ity ond S.r~c~ Equipment ~h~g be dead ~ont ~ PL~OOD ~=' ::~ ,;:-';~.:~:~ GYPSUM BOARD Having no Live Pa~s ~osed whereby accidental contact of the Residential Code for New YeA State. could be made. T~e S Fuses eh,all be Installed when Fused COVER SHEET / PROJECT INFORMATION A6.1 STRAPPING DETAILS EXCAVATION AND BACKFILL EMERGENCY ESCAPE & RESCUE OPENINGS AJ501.5.5 Additional ElectricalReeuirements. [I EXISTING WALL ~ SECTION ! NAILING SCHEDULE ' ~ ~ ~ to any exceveBen. ~e utilities shown on ~e pleas are an approx~[e section R310 (emerg~cy escape · rescue op~ings) ~f ~e ~ Dwelling Unit, ~e Requirements of Sections AJ501.5.3.1 ~ detail A6.2 PORCH & DECK DETAI ~ Iocegon only Residential Code tar New Yo~ State. through AJ501,5.5.5 shell apply. II NEW PARTITION ~-~ 2. Exca~te all areas as indicated in the drawing~ NI exca~8ons shag be the moisture content and non-shifting and non-shrinking soil characteristics. ENERGY NOTES All Enclosed Areas other th~n Closets, Kitchens. Basements, La~a A2.1 FOUNDATION PLAN / DETAILS ~e Con~ector sh~ll be responsible for notification of poor soil characteristics G~roges, Hallway, Laundry Areas ~nd Bathrooms sh~l[ hove o to ~e Archit~t end sh~ll not proce~ wi~ the work until r~ei~ng instructions 1. ~ese plans are designed to be in accordance wi~ ~e new ~ Minimum of two Duplex Receptacle Outlets, or One Duplex DOOR ~ A2.2 FIRST FLOOR P~N A7.1 INTERIOR DOOR SCH ULE E~ the ArchitecL state en~gy conse~tion construction cede for o 5750 degree Receptacle gullet ~nd One ~eillng or W~II T~e Lighting OuGe[. 3. ~e Architect h~s prepared the drawing ~nd specifications wi~ ~n ~ssumed day climate area.~ REVISION CLOUD A2.3 SECOND FLOOR PLAN F N SH SCHEDULE AJ501.5.3.2 Kitchen and Laundry Areas. A2.4 A~IC P~N / ROOF P~N DETAILS bearing c~paci[y of 2 tons per sq. ~ and en o~umed soil characteristic of ELECTRICAL Kitchen Areas Shall Hove o Minimum of Two Duplex Receptacle ~WINDOW sand or grovel, with minimum ~oces of d~ clay. Outlets. Laundry Areas Sholll Have a Minumum of One Duplex STRUCTURAL BEAM INSULATION SPECIFICATIONS ~. NI excovo[i~s for concrete pi~s and footing ~all be a minimum of ~ · 1. Ag electrical wo~ shall c~fo~ to ~les and regulations of the Receptacle Outlet Located ~e~r the L~undry Equipment ~nd ~ WINDOW / EXT. DOOR NUMBER be~o~ finished grade units ne[~ othe~i~ ~ ~e plans. N~tlonol Bectdc Code, R~id~ti~l Code of New Y~ State, and Instofled on en Independont CicuiL~ two-di~E ~ A3.1 WINDOW & EXTERIOR DOOR SCHEDULE State Board 0f Rre Und~rl[em. Identmcot~on(see schedule) ~ JOISTS / RA~ I ~RS 5~ All bock~l shall be cle~n granular fill. AJ501.5.5.3 Ground-F~ul~ Circult-lnterruotion. number wINDOWDETAILS A8.1 INTERIOR ELEVATIONS - FIRST FLR. 6. wi~outN° B~ck~10oorShOll~mingbe pe~it[edor properageinstbmcingC~creteos required°r masonrYto prev~tf°undati°ndamoge wollSto walls, with chapters 35 ~m 42 of {he r~id~tiel code f~ new ~ state. Installed Receptacle Outlets if Required by Chapters 53 ~ INTERIOR DOOR NUMBER ~ REVISION NUMBER PLUMBING RISER DIAGRAM A8.2 INTERIOR ELEVATIONS - SEC. FLR. No Backfill shag be petit[ed width o minimum of two weeks oft~ pouring. ~. Bec[rical work to be Rre Unde~rit~'s inspected and ~prov~. through ~2.~ two-digit A8.3 INTERIOR ELEVATIONS - SEC. FLR. · e Cen~ector shall be r~ponsible for any damage ~o c~crete or masony wall. J501.5.~4 Li h~ t~t,s. .,~ (see schedule) 4. NI electricM ~tlets in "wet" areas to be ground f~ult inte~pter At Least One LighGng Outle't Shall Be Pro~ded in Every ~oor ,~ ~ SMOKE DETECTOR (G.F.I.) t~e. Bathroom, H~llwey, Stairway. Attached Garage and Detached ~ ROOM NUMBER A4.1 EXTERIOR ELEVATIONS / GENERAL NOTES CONCRETE 5. Co~on Monoxide AIo~s sh~ll be connected to ~e lighting circuit Garage with ~ectric Power ~to fllumina[e Outdoor Entrances and [e~d[gi[ 12( 1. Concrete to be plain, reinforced, minimum 3,000 p.s.L, 28 day test, predicted with no intervening w~ll switch. B~tter~powered ola~s ore ~ot Exits, and in Utility Rooms ~end B~sments ~ere these Sp~ces~identi =Ua.(see schedule) ROOF PITCH A4.2 EXTERIOR ELEVATIONS E1.1 CEL~R FLOOR ELECTRICAL PLAN on ~e ~bove soil assumption. If other soils ore ~re encountered, lower bearing ~llow~. C~on aonoxide are required on each le~l on which ore Used for Stor~ge or Colntoin Equipment Requiring Service. ,~""~rN~~ 5~ EXTERIOR DETAILS FIRST FLOOR ELECTRICAL P~N values are to be ~ssumed ~d ~e [oundation must be redesigned. ~e~ing spaces ore located. AJ501.5.~.5 C~e.~..~. ~ WALL ~PE .......... ABOVE / BELOW / HIDDEN SECOND FLOOR ELECTRICAL P~N Clearance for Electrical Serwice Equipment shefl be Provided STEEL NOTES PLUMBING in Accordance with Chapters 33 through 42. 1. Ali Steel shall ho~ ~ minimum ~ of 2~,0~ p.s.i. 1. All plumbing wo~ to be instog~ tn s~ct accordance with ell Garage with Electric Power 1[o Illuminate Outdoor Entrances end ~ ELEVATION MARKER CENTERLINE A5.1 BUILDING SECTIONS A-36 s~eel. Pipe columns shall c~fo~ to A.S.T.M. A-53. 2. ~1 Soil Plumbing Lines which n~ to mn P~diculer [o R~r All reconflgured Spaces Intended for ~ccupency ~nd ~11 Spaces Jols[s shall be located es close es poss~le [o Center Jo~st Sp~n Cove~ed [o Hebit~ble or Occupieble Sp~ce in any Work Area shall ~DRAWING REFERENCE INTERIOR ELEVATION Revised: 5. All wo~ sh~ll conform to the latest AJ.S.C. ~eciflcations. [o m~intoin structural integrity of ~ists. be Provided with Ventilation in Accordance with Section R305. (see reference notes, same sbt.)~,.t numb~ ~ 12/12/07 Roof Deck MIC:HAEL MAC:RINA ARCHITECT, P.e. St. James, N.Y. 11780 PHONE # (631) 686-6585 43' 10" FAX# (631) 686-6786 / Y~ KeyPlan: roof drains (t~p.) I ~fW -36" Toll Roiling Bovisions: ~ .... ~' ~2' 0'~ ~u~ Bm. (10')11,~ ~ , Connection Detail ~ ~ ~o rem~ in ~ ~ - ~ 11-8 ~ ~ ~ ~ : No. Date Descrip~on ~ F ......... ~ S.D. (~e, to Im Il . ~ ~,ne;~r ~;;~ Enclosed w/. ~slom tempered gl~ss enclosure. ,. ~., ~(z)zxiu,,7], ~ (2)2x10 Hdr (2)2,0 Hdr. ~ ~ ........ ~ ~ 2+' deep x ~" deep base cobinet to be s,lec[ed ~ I I ,, , , ~ 12'd~pwall cabinets to be selected 71L R.O. 4~,, ~;O. ', ~.0.. ,7~" ~ 60'x36" Shower w/ Pre-Fob ~ 56'-'" ¢ ¢ ~ pressure bGlonce control velves. [ 1/4" = 1'-0" : T-f' 8'-f' PIote Hi. Pmof~ Hr. ~"~p~q~.~"~.~"~r.~"~'~.~.~" ~ , ~ 2'x8' Ceiling Joists ~ ,6"o0 (10').' ') ' m~} Cedar Cedar Boards Typical Deckin Trim Board 12 12 -Ridge Cap & Vent 8 Crown Holding Lead Coated Copper Drip Cap 12 - Typical Roofing Certi--Split Handsplit 18" Red Cedar Shakes Number 1 Grade Blue Label 5-1/2" max. exposure for roofs steeper then 4:12 & 4-1/4" max exposure for roofs 3:12 to 4:12 slope to be installed as per the Cedar Shake & Shingle Bureau over cedar breather over 50# Felt Paper over 15/32" thick Prytanlum Thermostat Radiant Barrier Plywood Sheathing, (Mfg. 'Georgia-Pacific') -Install Radiant Panels foil side down as per the manufacturer's specifications. -Install Ice ~ Watershield Min. of (2) Layers from the Fascia to 24" min. inside the Exterior Wall of BId'g. -Install Ice & Wotershield At All Valleys -10'~ 'HB&G' PermmCast Column w/ 4"x¢" a.c.q, p~ost inside HB&G - 8ft. tall column #45090 w/ Tuscan base & cap total for front porch) Shingles at Base (typical) Front Elevation South 'Therma Tru' Fiber-Classic Boor No. - 2050 Sidelite No. - 20506L Door Size - 36"wide x 7'-0' tall Glass - 3/4' Insulated Clear Door To be Painted -1"x4" Tdm Board Picture Frame Around Lattice -'Azek' or Equal PVC Composite Lattice to be Painted at ell Roof to Waft Intersections (typ.) of Plate \1 of Roof Behind 12 Left Elevation West 1/4" = 1'-0" l"x Painted Risers Typical decking -Flair Shingles at Bose (typical) Typical Siding 'Maibec' Eastern White Cedar Shingles -Nantucket Premium Shingles -Semi-thonsparent finish -Color to be determined -5~" Exposure to the Weather -Weaved outside corners over 1/2" Polyfsocyanurate Rigid insulation (ISO) with vapor harrier (R-3) 'Dow' St~-ofoam Tuff-R foam core with aluminum foil face on both stides over 1/2' CDX Plywood Sheath'g Exterior Notes - Gutters & Leaders - All New Gutters to be White Aluminum Half Round (Refer to Elevations for Locations) - All New Leaders to be White Aluminum (Refer to Elevations ~ Plans far Locations) - Ali New Gutter Leaders shag be Piped Directly to New Drywefls ,as required by the Town of Southald Trustee s. - Gutters to be Supplied & Installed by Homeowner. Exterior Trim - All Exterior Trim Boards to be 'Azek' Composite - Glue all Joints with 'Azek' adhesive as per manufacturer specifications. - All Exterior Trim to Be Painted White. - All Exterior Trim to be installed as per manufacturer specifications. Exterior Lighting - All Exterior Wall Lights are to be installed over 5/4"x8" wide x 2 shingle courses tall 'Azek' block. - Grill Hole at Center for Junction Box. Flashing (sloped roof sections) - Install Lead Coated Copper Blind Step noshing at all Wag to Roof Locations. (horizontal roof sections) - Install Lead Coated Copper Blind Coil noshing at all Wall to Roof Locations, Roofing - Install Ice & Watershield at all Valleys and a Minimum of (2) La.rs From The Fascia To 24" Past The Inside Face of The Exterior Wall. - Install Ridge Ventilation - Install Soffit Ventilation - For Low Sloped Roofs (2:12 to 4:12), the Underla~nent shall be two laysrs applied in the following manner. Apply a 19" strip of undedayment felt parallel with end starting at the eaves, fastened sufficiently to hold [n place. Starting at the eave, apply 56" wide sheets of underloyment, overlapping successive sheets 19", and fastened sufficiently to hold in place. Valley's - All Valleys are to be open w/ Exposed Lead- Coated Copper over Ice & Water Shield. Siding - Cedar Shingles shall conform to the Cedar Shake & Shingle Bureau & per Mfg. Specifications. - Attachment for each shingle shall be hdd in place by twa hoE-dipped zinc-coated, stainless steel, ar aluminum no~s or staples. ~ne Fasteners shall be long enough to penetrab~ the sheathing by a mia. of 1/2" and shall not be overdriven. Staples shall not be less than 16 gage and shall have a crown width of not less then 7/16", and the crown of the staples shall be parallel with the butt of the shingle. - The Bottom Courses shall be Doubled. Windows - Refer to Floor Plans for Window Plan Locations. Refer to Window Schedule for Sizes, Header Height, Glass, & Specifications. - All Windows Specified os an Egress Window Shall Meet or Exceed the Requirements of the R.~S.C.N.Y.B. secL~ Min. Opening Area = 5.7 sq, ft. Min. Opening Height = 24" Min. Opening W~dth = 20" Sill Height = 44" max. A.F.F. - For All New Windows, Excluding Replacement Windows, The General Contractor Shall Provide Plywood Structural Panels with a Min. Thikness of 7/16" & Max. Span of 8ft. for Opening Protection from Wind-Borne Debris. Panels to be Pre-Cut [o cover Glazed Openings with Attachement Hardware (see Table). · NO BORNE DEBRIS PRO]ECl]ON FASTENING SCHEDULE FOR WOOD STRUC~JRAL PANELS (e,b,c,d) FASTENER SPACING Fastener Panel Sp~n 4 Ft. 6 Ft. 2 1/2" ~6 16" 12" g" 2 1/2" ~/8 16' 16" 12" a. ]his Table is Based on 110 rnph Wind Speeds (130 3 sec. gust) and a 53 ff. mean roof height. b. Fasteners shall be Instated at Opposing Ends of the Deck / Porch Railings I ICHAEL MACRINA ARCHITECT ..c. 409 Lake Ave., Suite C St. James, N.Y. 11780 PHONE # (631) 686-6585 FAX # (631) 686 6786 Key Plan: Revisions: 12/12/07 Roof Deck Date Description Project: Proposed Addition / Alteration For The Retus Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County S.C.T.M. No.: 1000 - 15 - 3 - 4 Zone Disirict: R-40 Drawn By: M.A.M. Checked By: S.G. Sheet Title: Elev t ons - Front - Left Date: Job No.: March 28, 2007 06-34 Scale: File Name: AS Noted 0634-Constrn A Drawing No.: A4.1 MICHAEL ~ .j}/j. ~,,~-~0~.~.,~o MACRINA -Mechanical Exhaust Fan -Ridge Cap & Vent ~ RIGID INSULATION ARCHITECT = ) P.C. 409 Lake Ave., Suite C -- ~ ~ OOUS~ St. James, N.Y. 11780 kO. ~ ~ Raise Exist'g Masonry ~URSE PHONE ~ (631)686-6585 ~ _ Chimney as Required FAX g (631) 686-6786 C~ltured Stone Vene~ Sidina Detail stye: Ducks County Southern Ledgestone Not to Scale rights reserved, no part of the plans may be Crown Molding with Lead Coated ~HING Copper Drip Cap Key Plan: ~ ~~~l S[oneCap robe 1 2 selecled by owner lead Coated Copper S~pp~rs ~ ~ ~ ~ Cornor Details _ I Re~sions Culture~ Stme ~eneer ~iera ~ ~ . ~ { ~ Rear Elevation Nodh ~ 1/4" = 1'-0" ~ ----Applied SiM for 'Andersen' I Window ~ ~8on~, (t~.) ~ ~ ~ical Window Trim ~o.Dalo Doser[p~on -Ice & Wot~ Shield ~om foscio to ~ ~/2" = 1'--0~ ~ ~~ ~ ~ ~roposod ~oo~ ~h*~¢ ~ddition / ~ltoration ~' ' ~[ ~ Forlh~ ~ (see plon)~l°ckJ~'~ ~,.X~. Rake ~oard ~~ ~~j. -- Retus Roof Rafters- ~ I .,,......,n. Residence B~ Behl, d THru Bd. / ~ ~ 1"X6' Frieze Board Rk d I mulaDon , 235 SoundvJew Road ~ ~/~ ~5/4' Blocking Orient,N.Y. ~ ~1 ~ ~1/2' CDX Ply. Sh~th'g cai Siding Rigid Insulefi~ ~ S.C.T.M. No.: 1000 - 15 -3- 4 T~icel Siding Rigid Insulation Zone Distd~: R40 Trim Bd. Dotail ~ ~cal ~ako Board Dotail ~ ~ ~.~.~. 3" : 1'-0" : 5" : 1'-0" CheckedBy: 2"x6" Cedar Cap on the fiat Pl~ood Sheathing --~ ~- '~ ~ ~1/2" - Channels 1"x2" Cedar Fastening Cedar Lattice " ~ Be., Cut as requir~ Sheet Title: .Elevati°ns / t~~ ~Lea, 6oa[~ 6~per ¢- ~ ~2",4" Cedar on the flat ' Rear Drip Cap (t~ical) .- ~ ~ ~-,~ ~ Wr~,~, Right ~ Alig~ W/ P°rch Fascia ~ ~ml ' --~i - --1"X4" Cedar ~atte~ Ven~r T ~, 'iT ~T / locate on inside face only Date: ~ - - ~ i March 28. 2007 06-34 ~ ' ~ ~ Existing Faundatii~ ~ ., ~ ~ istin~a[aUndat Cultured 5tone Ven~r e _ C ~ ~ I Drawing No.: 'Clopa/ C~chman Coll~[i~ I I -Cultured Stone Veneer ~ ~ ~ 1/'" = 1'--0' H.rd..reOel°rSiZe- 9'-8"_ to_hasp,de'ida x 7'-0".hitestep pletetall(stend,rd) * ' Trim Bd. Detail 5 Outdoor Shower Detail i ~ Shingle Flair Detail ~ ~ ~" = ¢-o" ~-~/2" = r-o" ~" = ~'-o" 12 install 3/4" Subflr. in Attic 12 ~ Al iic ---Fur Wail 2' for Plumbing ~; T~t~T under New Flush Bm. (see plan) F.J. [o exlst'g (this area only) ~TI~ #1 Section 1/4" 1'-0 · 2"x10" R.R. 0 16"oc (16') 2'x8" C.J. O 16'oc (10')~ 8 12 ATtic J 2'x8' R.R. @ 1§'oc (14') 12 @ 16"oc (B') Nailer Ex~st'g Roar Joists of beam column Joists Exist'g Floor Joists Ex. Stair C Section ~=--~o- 2"x10" Ridge Board 12 -2"x10" Ridge Board , Rafter Beyond (see plan) -Structural Ridge Bm. (see plan) ' R.R. 0 16%c (16') 2'x10' Ridge Bd. Stru(c~alpiRain? e Beam Collar 32=oc (8') 'xB' R.R. 0 16'oc (18') C.J. @ 16'oc (lB') Wall Studs ~ATLL I~ATI~ #5 #Zt New Roar Joists New Floor Joists ir Slab (see plan) Rus~ Beam 12~ e 16'oc (6') of beam (see plan) exist'g floor joists 1 ~,TU. I_~N[~y #1 existing floor joists "UL~'IIIII IIIIIII~IIIIIM (sea plan) .J. @ 16"oc (16') r_xls[g Subfloor & Replace w/ new 3/4= CDX Plywoed Subflr. to be glued Nailed to Joists for sec. fir.) -Exist'g Floor Joists- Girder g Floor Joists Exlst'g Cellar Slab (see plan) 1 ! g 8' Concrete Block Foundation Wall Structural Ridge Beam plan) 12 I ,,4- I Section X-X 1/4" = 1'-0" R.R. 0 16"oc (10') fi/-- % 2'x8' R.R. O 16"oc (12') 1 2'x12" Nailer 12 (see \ Exlst'g Install mn (typ.) (see plan) Exist'g Roar Joists Joists (see plan) I I Section 1/4' = 1'-0" taco ~ Bm. (see plan) 0 16"oc O 16"oc Exist'g Roe~ Joists Joists (seeplan) Exlst'g Roar Joists 12 AT'DC C.J. \ @ (10') Subfloor & Replace w/ 3/4" CDX be glued & Nailed to Joists (t~inal for Exist'g Floor Joists I Exist'g Floor Joists (see plan) 12 e Beam plan) I Nailer of beam (12') / New Floar Jois~ (s~ pl~) II II JUL JUL ~ existing floor ~ists ~ ~ ~ 2'x4= uds Joists {s~ plan) MICHAEL MACRINA ARCHITECT~P.C. 409 Lake Ave., Su~eC St. James, N.Y. 11780 PHONE# (631)686-6585 FAX# (631)68r:>6786 7/6/B7 Cupola Framing 12/12/07 Roof Deck Date DescriplJon Project: Proposed Addition / Alteration For The Retus Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County S.C.T.M. No.: 1000 - 15 - 3 - 4 Zone Dish,ct: R~r9 M.A.M. Checked By: SheetT~e: Building Sections Install 5/8" Type-X Gyp. at Cig. in Garage Plates [o Existing Low Girder Date: Job No.: r- __ (see found'n plan) g 8' Concrete March 28, 2007 06-34 Foundation Wail q~(Z~ Scale: File Name: As Noted 0634-ConsOrt A Drawing No.: I I Section Section A5 1 1~ ~' ~--'-0" ~ ~ ~--0" · Wrap Rashing Up Over Wall as Shown Underla~-nent Fiberglass Screening Staple to R;fut:r Tails __ Gutte -- i~6'' Fascia Bd.- 1'x6" Soffit Board - Note: Spray Point Rafter Tails & Soffit Framing Black Prior to Screen & Soffit Bd. Installation Lead Coated Copper Scuppers\ ~lree Total, see rear elevation~ for location \ vent MLD572-16 Moulding Low Beam Boards Low Beam (see plan) 1"x3" Trim Bd, Install Joists for each Ceiling Joist Half Round Blocking '~Floor Joists (see plan) ¢-4" 7" Overhang g 4"x4" acq Post Inside Fiberglass Col. Roof Deck Section 1-1/2" = 1'-0" rear roof deck CAP STOCK # 45145 COLUMN STOCK # 45090 BASE STOCK # 45142 -TUSCAN- - Manufacturer: HB&G Parma Cast Column phone 1(800) 264-4RBG www.hbgcolumns.com TOP VIEW Typical Porch Column 1-1/2"-- 1'-0" of Deck Rim Joist 1 x8 R~se to be painted Typical Decking- Grade -A C.O. Floor Joists (see plan) under Stair Stringer T_y_pical Deck Stair 1-1/2" = 1'-0" -5/4"x4" Typical Deck'g over Ripped ACQ Sleepers over E.P.D.M. Rubber Roofing over Pitched 3/4" CDX Plywood Sheathing 11'_7' Door over Curb NI Doom o have Cont. Pon Flash'g Bd. Curb THru Bd. Rim Joist Joists Hangers for each Ceiling Joist Crown Moulding Fdeze Bd. over 5/4" blocking Head -5/B"x4" 'Azek' Beadboord Cig. over 1/2" CDX Plywood Balusters to be spaced-- at 5" ac Max. Newel Post & Railing System ore to be 'TimberTech' RadianceRail Syptem coloc white Post / Railing Detail 1-1/2" = 1'-0" Typical Post Decking Board Parallel to oll Sides of Deck & Steps Decking / Trim Detail 1/2" = 1'-o" / 2"x10" Nailer (see plan) tns[all Joists Hangers fnr each Roof RaRer Stud Wall Typical Siding Roof Shingles Ice & Water Shield Underla~ment Fiberglass Screenin~ - Staple to Rafter Tads 2"x Sub Fascia ' 1" 1 -72 Overhang 7n 11'-7" (see plan) Install Joists Hangers% for each Ceiling doist~ ~Ceiling Jests (see plan) Rim Joist 1-11 cont. T T vent 3/4" Half 2"x4" stud Wall behind MLD572-16 Crown Moulding Finish Bm. to be cont. overhang 1-7~ & beam rough bm. framing Porch Roof Section 1-1/2" = 1'-0" end wall l"x6" Fascia Bd.. 1"x6" Soffit Board l"xlO" Soffit Board Note: Spray Paint RaRer Tails & Soffit Framing Black Prior to Screen & Soffit Bd. Installation vent 'Fypon' MLD572-16 -- Crown Moulding Wrap Low Beam l'x Trim Boards (see plan) Half Bound Blocking 4"x4' acq Post Inside Fiberglass Coh Porch ~,._o_~f Section front roof 'HB&G' Perma Fiberglass Column (see elevation) La~p Building avcar Deck Flashing Insboll Lead Coated Copper. OecA Flashing over Nailer 1"x12" Frieze Bd, over 5/4" blocking -5/8'x4" 'Azek' Beadboard Cig. over 1/2" CDX Plywood 16 Crown Moulding Half Round Head Trim E E Framing Below Decking -4"x4" acq Post -Rough Framing T Below Decking ~_of columns & beam Porch Column Plan 1-1/2" -- 1'-0" at corner column Joists Post Notch over Rim Joist tong zinc-coated Lag Bolts w/ washer (two per post) Blocking behind Railing Post Joist Newel Post Attachment Detail 1-1/2" = 1'-0" Plan View Finish Sandwich Post 2"x8" acq All (4) Sides Typical Decking 5/4"x4" Composite Dec~g mfg: '~mberTech' color: to be selected spaced 1/8" apart install with hidden fnsteners 2"x A.C,Q. Rim Joist I"x8" Trim Board to be Painted 2"x4" a.c.q. Truss far Lattice Installation 'Azek~ or Equal PVC Composite Lattice 1"x4" Trim Picture Frame Lattice front & rear 3,, Install Ice & Water over Plywood Sheathing to Approx. 8"-12" above Decking ~ & girder 11'-7" Secure Nailer w/ 3/8"¢x3-1/2" long zinc-coated Lag Bolts @ 12"oc washer into Exist'g Solid Rim ~A CO Deck Joists Railer Frimple-Zinc Coated 'Simpson' R2.5 to each Joist Low Girder (see plan) Coated Joists Hangers for each Deck Joist A.C.Q. Post over each pier Strapping Triple-Zinc Coated 20 ga. Coil Strap Embedded into Concrete Pier & Secure to Post & Girder w/ Bd Nails Deck Pier (see plan) Porch Floor Section 1-1/2" = 1'-0' g Foundation Wall MICHAEl, MACRINA ARCHITECT~ 409 Lake Ave., Suite C St. James, N.Y. 11780 PHONE # (631) 686~585 FAX # (631) 686-6786 Key Plan: Revisions: 12/12/07 Roof Deck Date Descripbon Project: Proposed Addition / Alteration For The Retus Residence 235 Soundview Road Orient, N.Y. Town of Southold Suffolk County S.C,T.M. No.: 1000 ~ 15 -3-4 Zone District: R-40 Porch Details - Sections Dale: Job No.: March 28, 2007 06-34 Scale: File Name: As Noted 0634-Consb'n A A6.2