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Home My WebLink About34376-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34748 Rte: 12/17/10 T~IS C~TIFIES that the building NEW DWELLING Location of Property: 4250 ORCHARD ST ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax ~p No. 473889 Section 27 Block 3 Lot 3.14 Subdivision Filed ~ap No. LOt No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 21, 2008 pursuant to which Building PezTait No. 34376-Z dated JAiqUANY 7, 2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH DECK AND ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to RICHARD & CLARA SERRA (OWNER) of the aforesaid building. SoF~O~ C~)~31%w~Y DEPART~T OF HF~%L~{ i~PPRO~%L R10-08-0058 FJ~EC~I~IC~J~ C~TIFIC~%~NO. PL~ER~ c~TIFICATION DATED Rev. 1/81 11/o9/zo 11883 06/07/10 06/02/10 KING PLL~4BING & HEATING FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34376 Z Date JANUARY 7, 2009 Permission is hereby granted to: RICHARD & CLARA SERRA 173 DUANE STREET NEW YORK, NY 10013 for : NEW SINGLE FAMILY DWELLING AS APPLIED FOR, PER TRUSTEES, NYSDEC FLOOD PERMIT. (BDRM MAX PER SCHD) (POOL NOT PART OF THIS PERMIT) at premises located at County Tax Map No. 473889 Section 027 pursuant to application dated NOVEMBER 4250 ORCHARD ST ORIENT Block 0003 Lot No. 003.014 21, 2008 and approved by the Building Inspector to expire on JULY 7, 2010. Fee S 1,232.00 ~, ~ ............. / ~ ..... Au~orized 'Si~ture 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 with the following: Ae For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a ceaificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. 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 ur topographic features. 2. A properly completed application and consent to inspeet signed by the applicant If a Ceflificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. 1. Cextiflcate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property: /~l C,4dr/4'~O Suffolk County Tax Map No 1000, Section Subdivision t~OOS~ Permit No. Health Dept. Approval: Block DateofPermit. 1/ "4- Underwriters Approval: Filed Map. Lot: ~l" tk,'~O ,~4~> ct~ ~ c/a~tv'Ft~ Applic~t: t/ ~ ~co~~ Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ,~-O. O O Final Certificate: FROM : DOROSKI ELECTRIC INC PHONE NO, : 16~17347523 Jun. 21 2010 09:22AM Pi SUFFOLK BUREAL 40 N0~ngham Drive. Middle Island. NY 11 ~ Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mait: CERTIFICATE OF ELECTRICAL J Certificate No.: Final Inspection Date: Building Permit No.: 11883 ]ult 07, 2010 This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below installed by the applicant named above, located at the premise of and not after the final inspection date above: Owner: Richard and Clara Serra Site Location: 4250 Ocha~ Str~t~ Orient, NY 11957 O~ner's Add~ (if di~rent): ~ Residential ~ Indoor ~ Basem~t ~ Commemial ~ Outd~r ~Fir~ F~ [~" ~ Ren~afion ~ ~ond Flor ~Addition ~ Su~ey * ~E INVENTORY [] Service ~ Shed [] Pool [] HO[tub [] A~C ~ Garage The elecLrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requiremen~ and this office. Applicant: Doroski Electric Inspected By: Reger Richeet License No.; Date Of Certifioate: Jun ~?, 20¶0 Town Hall Annex 54375 Main Road P.O. Box 1179 $outhold, New York ! 1971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 BUILDING DEPARTMENT TOWN OF 8OUTHOLn CERTIFICATION Building Permit No. (Please print) Plumber: Date: (Please print) ' I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day o~LA.y',-X- , 20 ] L~ Notary Public, ~l,A'~(~ County (Plumbe)/s Signature) TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION [~/]/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ./~ ,~/~/__ ,~ ~--- DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]F~UNDATION 1ST [ ]ROUGHPLBG. [,(,~ FOUNDATION 2ND [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE~-~~ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~I,INDATION 2N~.~ ~ [ ] INSULATION [ ~ FRAMING/~.~qNG ~ [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~-~?,'~h /~,~_ '~ _~--'/~ ~)/~.~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ] FOUNDATION 1ST INSPECTION [~ROUGH PLBG. [ ]~)UNDATION 2ND [~/] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ROUGH PLBG. ~ INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR ~,~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ [ ] II~JLATION [ [ ~]~INAL [ [ ] FIRE SA,-,' , ~' INSPECTION [ ] FIREIIESlSTAIKI'COIA'lllUCTIOfi [ ] FIIIEIIESIST.~NTPENE'rlMTION REMARKS: /~. ~ DATE --~~INSPECTOR/~~/~~ FOUNDATION (2ND) ROUGH FRAMING & INSULATION PER N. Y. STATE ENEgGY CODE , TOWN OF SOUTHOLD BUll,DING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork. net ~ ' ,20:" Examined ,? C Approved / , ',' ,20( Disapproved a/c Expiration ', ;; ,/ ':;/ ,20 '¢.' PERMIT NO. ~kDG. DEPT. I BUILDING PERMIT APPLICATION CH,E, Do you have or need the following, before app,, Board of Health 4 sets of Building Plans Planning Board approval ~ Survey Check Septic Form ~4/~ N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: b4~ [-t ~$P, Mail to: ~'l..OC-I~d~.l Phone: .~,~ ~.. '=9 'Z.°) · OIOo Building Inspector APPLICATION FOR BUILDING PERMIT Date :2 t t-~.ove.~e-occ,,,e-. ,20 o ~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by 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 bnilding 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. E Ex}ery boilding permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building Permit pursuaut to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ff'~ -(Signature ofapplicarll or name, ifa corporation) (Maili~ address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~--~r_.Wc~.~> ~, ,~.a~ ~"t-~.~ 5::r.~-~p~ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Section Sub&ws~on ~'t'l~° e,r- ~ Hamlet 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy t'qor4~ (_. ~r-nr'~.5 t-o--r ') b. Intended use and occupancy Nature of work (check which applicable): New Building ~ Addition Repair Removal Demolition Other Work Estimated Cost Alteration (Description) :j ;-: ~(To be paid on filing this application) If dwelling, number of dwelling units I . .N. tahber Ofdwell~l~ units on each floor Il' business, commercial or mixed occupancy{ spef! .. .a4E._e and ext~t of each type of use. Dimensions of existing structures, if any: Front ........ l~e*ar Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth. Height. Number of Stories D .... ~-?,'-~" (d-o~ o~.~ ~'~'-~'~,~*-*~ o~x, ,?o'-o' linens ons of entire new construction' Front $ ,,~ 1~==) Rffar ~g' o / / ~ h Do.th mgm o~ -u N~ ~r~ e~ Number Or ~torles ~ Size of lot: Front / ~ · ~o z Rear / ~ 8 · G o t Depth ?=~ ¢. ~ ~' I0. Date of Purchase ~ I'~ ]o~5 for=-~Name of Former Owner I I. Zone or use district in which premises ~e situated ¢- 2oo 12. Docs proposed construction violate any zoning law, ordinance or regulation? YES NO v/ i3. Will lot be re-graded? YES v/ NO Will excess fill be removed from premises? YES NO ~ ( 'to c~.r~-~_ 14. Names of Owner of premises ~t,~v..t, ~w--e-~ Address t:}3 Put, SOd4~ la~ ImOPhone No. q.~Z .'~s". Name ot Architect ~uo:m~s~ ~g,~e--P~e~rnr~-'mAddress ~ ,~, ,,,o1~ Phone No 2.12.."~z~ .o~oo Name of Contractor'ot,..~; ,tvxc,q,~o~ Address t~°~ e~.~xoa.- ~. Phone No. (~l. a~4-. 5 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES >/-- NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. Il'elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 8. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO ,TATE OF NEW YORK) SS: 'OUNTY OF ~4~,,~ phr~t~. ~4 ~"w 'r- ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, :~)He is the (Contractor, Agent, Corporate Officer, etc.) fsaid owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; mt all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erfin'med in the manner set forth in the application filed therewlOlREN A.E. KRIEGEL ~otar¥ Public, State of New Yo~ ~Ol-ii to befbre ine this ~ [~ day of Notary Public . ' No. 01KR6109558 Qualified ii~ New ~ork Courll~_,l ~ // C emmlss~~'~ Signa t James F. King, Presiden~ Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 June 20,2008 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Shawn Barron Suffolk Environmental Consulting, lnc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: JAMES HAAG 4250 ORCHARD ST., ORIENT SCTM#27-3-3.14 Dear Mr. Barron: The Southold Town Board of Trustees reviewed the survey prepared by Howard W. Young last dated June 2, 2008 and determined the proposed construction of a single- family dwelling, deck, swimming pool, sanitary system and driveway to be out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. 2 If you have any further questions, please do not hesitate to call. Sincerely, Jame .~King, Presid~ Board of Trustees JFK:lms DEC PERMIT NUMBER !-4738-03843/00001 FACILITY/PROGRAM NUMBER(S) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL coNsERVATION PERMIT Under the Environmental Conservation Law EFFECTIVE DATE September 17, 2008 EXPIRATION DATE(S) S.~ptember 30, 2013 TYPE OF PERMIT · New'-"~'~ewal [] Modification [] Permit to Const~ermit to O~erate []Article 15, Title 5: Protection of Waters [3 Article 15, Title 15: Water Supply [] Article 15, Title 15: Water Transport [] Article 15, Title 15: Long Island Wells [] Article 15, Title 27: Wild, Scenic and Recreational Rivers [] 6NYCRR 608: Water Quality Certification PERMIT ISSUED TO ADDRESS OF PERMITTEE [] Article 17, Titles 7, 8: SPDES [] Article 19: Air Pollution Control [] Article 23, Title 27: Mined Land Reclamation [] Article 24: FreShwater Wetlands · Article 25: Tidal Wetlands [3 Article 27, Title 7; 6NYCRR 360: Solid Waste [] Article 27, Title 9; 6NYCRR 373: Hazardous Waste Management [] Article 34: Coastal Erosion Management [] Article 36: Floodplain Management [] Articles 1, 3, 17, lg, 27, 37; 6NYCRR 380: Radiation Control TELEPHONE NUMBER P.O. Box 28 Orient, N.Y. 11957 CONTACT PERSON FOR PERMrl-rED WORK Suffolk Environmental Consulting, P.O. Box 200~N.y' 11932 NAME AND ADDRESS OF PROJECT/FACILITY ~4725 Orchard Street Orient SCTM # 1000-O27-O3-003,014 COUNTY ~ Suffolk .J. Southold ~ DESCRIPTION OF AUTHORIZED ACTIVITY: Construct a two story single family dwelling, pool, deck, a concrete retaining wall and clear vegetation. The property located greater than 300 feet from the Tidal Wetland boundary as shown on the survey prepared by Young & Young, last revised 7/25/08 is beyond Article 25 (Tidal Wetlands) jurisdiction. All work must be done in accordance with the survey prepared by Young & Young last revised 7/25/08 and stamped NYSDEC approved on 9/17/08. NE NUMBER 5160 NYTM COORDINATES E: N: By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified and any Special Conditions included as part of this DEPUTY PERMIT ADMINISTRATOR: ADDRESS Mark Carrara Region 1 Headquarters 3409 AUTHORIZED SIGNATURE DATE September 17, 2008 1 of 4 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIAL CONDITIONS 1. Any debris or excess material from construction of this project shall be completely removed from the adjacent area and removed to an approved upland area for disposal. No debris is permitted in tidal wetlands or protected buffer areas. 2. Ail areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc')immediately following project completion or prior to permit expiration, whichever comes first. Ifthe project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 3. A row of staked haybales or other approved erosion control devices shall be placed at the landward edge of the buffer area or place haybales at edge of restricted area as shown on plans, prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 4. Roof runoff shall be directed into dry walls a minimum of 100 linear feet landward of the tidal wetland boundary for immediate on-sita recharge. 5. There shall be no draining of swimming pool water directly or indirectly in tidal wetlands or protected buffer areas. 6. At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed wOrk. DEC PERMIT NUMBER 1-4738-03843/00001 PAGE 2 of 4 NOTiFiCATION OF OTHER PERMi i I ~-~- OBLIGATIONS Item A: Permlttee Accepts Legal Respenelblllty and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittae's acts or omissions in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and adsing under.. Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permlttse's Contractors to Comply with Permit The permitiee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permiitee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittae is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a pady to the permit. GENERAL CONDITIONS General Condition ~: Facility Inspection by the Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittoe shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representattve is a violaUon of this permit. General Condition 2: Relationship of this Permit to Other Department Orders and Determinations Unless e~preesly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. General Condition 3: Applications for Permit Renewals or Modifications The permittee must submit a separate written application to the Department for renewal, modification or transfer, application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. The permittee must submit a renewal application at least: a) 180 days before expiration of permits for State Pollutant Discharge Elimination System (SPDES), Hazardous Waste Management Facilities (HWMF), major Air Pollution Control (APC) and Solid Waste Management Facilities (SWMF); and b) 30 days before expiration of afl other permit types. Submission of applications for permit renewal or modification are to be submitted to: NYSDEC Regional Permit Administrator, Region 1,SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 General Condition 4: Permit Modlflcaflooe, Suspensions and Revocations by the Department The Department reserves the right to modify, suspend or revoke this permit in accordance with 6 NYCRR Part 621, The grounds for modification, suspension or revocation include: a) materially false or inaccurate statements in the permit application or suppoffing papers; b) failure by the permittee to comply with any terms or conditions of the permit; c) exceeding the scope of the project as described in the permit application; d) newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e) noncompliance with previously issued permit conditions, orders of the COmmissioner, any previsions of the Conservation Law or regulations of the Department related to the permitted activity, Environmental PAGE 4 of 4 · ~ ." 12-01-08;19:44 ; 912~29290833 ; # 2/ 2 Town of $outhold Erosion, Sedan & S-~o~ ASSESSMENT Id ..... FOR._. PROPlK~ LO?~?IO~ ~,~?oJd, l~ ~E FO~ A~ON8 MAY R~II~E THE ~'nU~~ OF ~ -- ~ ~ ~J ~ ~'~A~,~IN~D~I~E~D~ONG~.p&~ (NOTE: A Check M~'k (~') for ee~h Que~ion Is Requ~'ed far e Complete App#oa~n) Will tiffs Projeof Reteln AIl Stom~-Weter Run-Off Generated by a Two (2-) Inch Rainthll on Site? (This Item will inolude all mn-off eTeeted by site ok~flrlg m~f consltucitoo aeitviOes as well as all Site Improvements end tho benmeneat ©l~al~ ofim~ suKaces.) ~oas the 81ts Plan elxl/o~ Su~/Show All Proposed Drainage $tmcturas Indicating 820 & [,~x~iofl? Th~s Item shall Include all Proposed Orade Changes and Slopes Cowimtiing Surface WatwRowl Will this Project [~qu~fe ally Land FilFmg, ~lmding or Excavation wh~e them Is a change to the Natural Existing Glade Involving mom thai12,~0 Gubl~ YaMs of Mate~l wilhis any Pame~'¢ Will this Applleatio~ Requlm Lend C]tetothing Activities Enoonlpassing an A~'as In Ex,ess of five Thousand (8,000) 8q~em Feet of Ground Sun'aca? Is Ihem a Natural Water Course Runn~lg thn~gh the Sits? Is Ihls Pmjeot within the TpJsthes jut[stile, flea a- within One Hundred (100') feet of a Wetland or Beach? One Will there Hundred Ix~ Site (100') preparation of I-Iorlzo~tal <x3 Exl~l~g Dlaance? Grade Slopes which Exceed Fifteen (15) feel et Will Driveways, Perkins Areas or other Impervloas Slufaees be Sloped l0 Direct Sto~rn-Wst~' n o and/or n the direffiion of s Town right-of-way~ Will this Project Require the Placement of Malefi~l. RemovaJ of Vegetation and/or the Construction of any Item Within the Town Right-of-Way Orl~d ShouldseArea? (This item will NOT inofude the Installation of Driveway Aprons.) Will this Project Require Slth Pmpamlton ~dthin the One Hundred (t 00) Ym~r FIc~Jplain of any Wstemo,Jme? NOTE: If Any Answer to Question5 One thm#gh Nine la Answered with a Cheek Mark In Ihs ne~, s Stem~-WMsr, 0ratoego & E~oston Control Plan I~ Reqofr~l and Mu,JI be Subrofltad for Review Prtor to Issuart=e of Any auitdlng EXEMPTION: Ye~ NO Doe~thbpmj~meettheminimumstendardsfo~ctesslflcatio~asan/S4FtuultumlPmjeof? F- ~,---;,- -- ..______..__. / Nat.: If You Aflswerad Yas to this Quastlofl, a 8tarm-Wa~, GnKlino, Dmlflege & Erosion Co ................... .................................................... : ............................ (~, ~, ~, ~ o~, ~cr ~or mp~s~afive of ~e ~er ~ ~effs, ~d ~ d~y ~o~d ~ perform or h~ pcfformed ~e s~d ~rk ~d ~t ~e ~rk will be peffomied m die ~ner set [o~ in ~e applicon filed Notary Publi~, Slats ul filsw York FORM - O6/07 Qualified in New York County Commission Expires May 10, fOpel'{y ~( dl'eS$: d-2/o/3.5-'{~') 0 fc~ {.q. Ol'/",ff( ,.~'""] ,uildia g i'c,mi(s (Open'E×pia'ed): BP p _,,, (( 7 h~f'o: BP Il',: ~J'r, .~ ~.. ~ Pre COs? Z/COZ- , Jnfia: BI' ' '/ __ .... _ Z, (_, 0 Z- , Info: -Z/C/OZ ,info: }BP -Z/C/OZ__ _ ,hxfo: Ingle & Separate Search Required? Y or{~ Determination: _(~_ZL 4-/'0/ o¢o ~ ~Q. Lot Size: ~Od) ACT. LotSize:~/~ REQ LotCov.~ACT. LotC0v. ~Q. Fron~O ACT. F~ont [~Q Side ~o/g~ ACT. Side__ ~ REQ Rear~ PROP Rear ~O. Height ACT Height ~ ,DI)ITI( }N .\1, \1'1'1,~{ ) V,'~ 1,~ - Ilno, c(qlilicali~m I(qui~td: '( ,,~ ,', [{,itl'cd ' ,, ', Fi~,! i ] ,~ Total: Slz NEW YORK STATE CODE COMPLIANCE . tECI<.IJIST JMATIC/GECWi1UxPHjC DESIGN C[~ITER1A: ~///s Load: 45 ~ Wind Speed; 1.20MPH elstllJc Design Category: WeaO~ering;Severe __ Frost Depth: 36"___Termite: h/LH __ Decay: Design Temp: 1l -: Ice Shield Underlay: YES USE/OCCUPANCY CLASSIFICATION: Flood [la~ards: HEIGICIT/FI1LE Al, LEA: ..... ~ E N G INEERED/P [4E,S C Rlqq'iVE DL'SI(rIq ( I{IFI,I<IA. _ FIll 1 lq;l,&l,il/J' i I~bSIGN EI~EMIENTS: \:VAJ,L, ,q F[ID,q: T/N i71 ,CtOR 1( )1,<; I 5¢: t','iN' ,111 1,1 i bI Verity, Mike From: Sent: To; Subject: mcicetti@juno.com Thursday, July 29, 2010 2:56 PM Verity, Mike 4250 Orchard Street, Orient, NY Dear Mr. Verity, I am an architect working on a new single-family house Permit #34376 at 4250 Orchard Street, Orient, NY. During the Final CO inspection, Gary Fish had a short list of objections which we have been rectifying, so that we may call for a new inspection next week. One of the objections stipulated that the slope (created by the septic) be planted. The landscape designer has been working on that area, but was not able to hydroseed for grass to date. Her sources have told her that hydroseeding mid-summer is NOT recommended and shouldn't be done_= .~until after August 15. ~s a temporary measure to prevent erosion and obtain our Final CO in the next week or so, she d like to cover the slope/exposed soil with erosion cloth, plugs~ grass, and hay. Would this be an acceptable solution in order to obtain our Final CO next week or must we wait to call for the re-inspection until after mid-August? Thank you for your time. I look forward to hearing from you at your earliest convenience. Regards, Melissa Cicetti Melissa Cicetti, AIA studio Cicetti architect pc 172 Beard Street, Brooklyn, NY 11231 718.687.0450 (c) 347.342.3178 (f) ~.cicettiphoto.com Banks Forced to Forgive Credit Card Debt Find Out How Much of Your Debt Can Be Erased. http://thirdpartyoffers.~uno.com/TGL3141/4cSlcfOlacS3a4919fcstO6vuc Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD February 3rd, 2009 FIRST NOTICE Thomas & Nancy Samuels 25235 Route 25 Cutchogue, N.Y. 11935 RE?: 7090 New Suffolk (Alterations/Addition) SC:TM: # 117. -6-7.1 Dear Mr. & Mrs. Samuels, Please be advised that your Building Permit ge 31631 issued November 28th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit, please submit a fee of $75.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, 50UTHOLD TOWN BUILDING DEPT T.wn 1 lall Amlex 5 [37,5 Main Road 1'.(). Box 1179 Soulhokl, NY 11!t71-0!~,59 Telephone (631) 763-1802 Fax (631) 763-930~2 BI ;ILl)IN(; 1)I:;PAI/TMENT TOWN OF SOUTHOLD August 24, 2010 Richard Serra 173 Duane Street New York, NY 10013 RE: 4250 Orchard St, Orient TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: ~--- Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. '~----- A fee of $25.00. '~ Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34376-Z new dwelling TEST HOLE PtEP-GENT OF APJAC, ENT LOT C, OVEP. ACE A~JA6ENT A~.EA = 4~0¢ ¢~. PORTION OF 5~C~ IN PROPOSED POOL = 455 5G. FT. TOTAL = '~0~ ~2. FT. = 0.~% = 0.4% =~U~VE'r' FOP. t 1 HA!942 ~AET ~ LOT ~ ~ ~AET~F LOT~ "~A~ ~ ~E~LA~ A~" ~t Orient, To~n o~ ~hold Goun~ Tox H~p OI.~t I000 ~cti~ 2~ Bilk O~ Lot ~,14 ~cord Of ~VI¢I~ 2O0 ~ITE DATA A~EA = 1~'/4 ~ O~ ~2,21B ~. PT. \/ +5.77 5.67 5.07 ~-~o I~C:~D R~rAININ~, PIALL ' ~'~ ' ~'~ ~ RI~A~ ~ ~ ~ ~ [ at Orient, To~n OF ~u~old ~folk GounOd, ~ York ~unt~ TOX H~ ~ I~0 ~t~ ~ m~k ~ Lot ~.14 ~ONGI~.E"r~ ~TAININ~ JNAIL NOTE: t~[EINI=~D GONGla, ETE ~--TAININcE, I'flALL NT5 I e.-lo.o I I EL-IO.O I I I "¢ DISl~IBUllON pOOL LEACHING POOLS (4) N HEALTH .GUI~VE¥ FO~ R, IC, HARD ~$ GLAI~.A PAR, T OF LOT ~ ~ PART OF LOT 5u~Folk GounOd, N~ York ~IL~I~ ~IT ~ ~d ~ ~vl~l~ HYDRAUUC PRORLE TOTAL LEACHING FIELD = 250 S.F.S.W.A. 2O0 SECOND FLOOR FIRST FLOOR ImelST~R ~ ~ GROUND FLOOR N PA~T ¢ LOT ~ I PA~T OF LOT mt Orient, To~n o~ ~uthold ~olk Gounty, Na~ York ~ILDI~ ~IT ~ ~ord of ~vlslons ~,~ala: N.T.5. 'F'E~T HOLE f:='EI~.C, ENT OF AZ~JAC, ENT LOT GOVERADE = 0.4% = 0.~, = 0.0% TOTAL = 532 ~. FT. = 0-/% N HE~4.TH IDL=PAI~NT ~ "~ 5',___~__,..__~-~i/~.~/'-i PA~TO~ LOT~ * PA~T O~ LOT ¢ "HAP ~ ~E~JOLAI5 at OMen[, To~n o¢ ~uthol~ ~Folk Goun[B, Ne~ York ] ~coc~ of ~vlslons I I I I I 5c~1¢~ I" = lO0' ~1,~. :ooe_o~2:_2ooe_or'/l~ I c~ 4- + 4,98 + 5.0] +5.77 5.72+4 + 4.74 + 7.31 6.87 5,07 N 6,87 ..% +5.81 I='1~:~ ~ETAININ~ InlALJ.. FUC, HAt~ID I GL.AF~A, ~ PART Ot= LOT '/ ~ PART OF LOT "MAP OF: tD~sdJ~J_AID AC,,F~-~" ¢~t: Orient, To.In oF ~ul~holcl ~Folk Count:~l, Nev~ York I ~I,,IIL~II'~ I'~Cl<~IIT 9,,IRV'EY I Count:~ Tax l'~p o~*~-~-~ lO00 s,ct~ 2')' .,~k OB Lot g,.14 ~,lnk~,. 200~_Ol~_200~,_Ol"Tl.fl~p ,,~ OF 4- GONGI~-'rt~ ~TAINIt'4~, INAJ. J_ NOTE: N HtEAL.'n-I I~=PAt~.~NT ~ HOUSE I=N~H N~::~-~. ~ GEI~.TIFIGATION REINFOt~,E, ED (X~I',K.,RETE I~'rAININ~ ~ NT5 I B.=IO.O I I EL=IO.O I DIS'IRIBU~ON POOL 1000 GAL ~PllC TANK HYORAUUC PROFILE NTS LEACHING POOLS (4) "HAP OF E~AU,.JOLAI~, AGI~E~5" ~t~ Orient, to~n o~ Souf~hol~ ~,ul=Folk C. ount:~l, Ne=~J York ] Lot B.14 DATE 5¢.¢a1~,= I" = I00' N PIt,ST 3 J PARTOF LOT 9 f PART DF LOT ~ Orl~n~, to~n o~ ~ou~hold ~F~olk ~oun~y, Ne~ York ~IL~IN~ ~IT ~-- ~-.~OL/n~:~ TC~X ~tOp District I000 ~tl~ 2'7 Lot ~.14 Dc, ale, N.T.5. .[ ,CITE DATA AREA ~ 1.~,~,"/4 AC. RE~ O~ ~,2,2.1~, .G~. FT. TE~T HOLE P~fa.C, ENT OF ADJAC, ENT AP, EA LOT C. OVI~f~A~E A~JA/.ENT AREA = 4~O~ ~. FT. = 0.4% = = 0.0% TOTAL = E:i.,'~VEYOI~ ~ C,.E~TIF I tR, IC4-1AI I PART Of LOT ~ ~ PA~T OF LOT "~AP OF ~LAI~ A~" a[ ~lent, to~n of ~u[hold ~FFolk Gount~, Ne~ York ~un~ Tax M~p D~t IOOO ~t~ 2~ BI~t O~ I I I I .~ITE DA"I"A /' 4.,66 \/ 6.67 +4.$$ + 5.07 4.e2+ \ \ \ \ \ \ +5.49 5ul'f'olk, ~oun~, Ne~ "fork, 5.14- ~I'T~ ~ATA AREA -- 1.8,~,'/4 HOU CONCRb-T~ la~TAINiN~ iflAiJ- NOTE; j 2,' REINFOta. C, ED CONC, lau:i,- f~ETAININ~ PLALL I =-'?-~ I I EL-?.5 I 1 DISTRIBU110N POOL LEACHING POOLS (4) 1000 GAL. SEPllC TANK HYORAUUC PROFILE NTS TOTAL IrACHING RELD - 250 N HEALTH ~q~AIa,"T'P~HT ~ RIGHAta,.I:7 PAI~.T OF LOT ~ ~ ~A~T OF LOT ~ "HAP OF BE~LAI~ A~" ~ Orient, to~n o~ ~uthol~ e,o~ 05 cot ~.14 ~ ~hO0~ P N Htb~LTH ~^~1'M~41' ~ ~IGHAF~D PAt~T Ot= lOT 9 $ PAt~T O~= LOT ,¢, "MAP Ot= t~EAIJJOLAI~, AGIlitY" ot Orient, To~n o~ ~outhot~ ~F~oI~ Gount~, N~ ~ork N ~ T~ ~AT~4)WN OF SOUTH0[§ Ala~A. I.g,g,-/4 ~,C,I~C-~ CY~ ~*::2~1~. ~GL t'T. JUN 17 2009 BLDG, DEPT. PAI~,T OF: LOT "HAP C:~ ~AU,..I~LAI~ c~t Orient, to~n ~olk ~oun~, ~ York ~ATION L~AT~OH ~ / / JUL 15 20 5URVEYOf~'~ ~,ER, TIFIDATION RICHARD SERRA & DLARA N / / / / / / / / / / / / / / / / / / / 5~ANI TAI~."r' I'~EASUI~EHtENT5 A t5 5t ipI LP5 Sd,' 5't' 50' 51' 51TE ~ATA A~A = 1~'74 AGF~-~ ~ /52,21~ ~. FT. 5UI~VEY'Of~'~ GE~TIFIGATION · ~ f.lt~l~y C~E~.TI~'Y TO RICHARD 5ERRA & CLARA ~iERRA THAT THI~ ,~URV'E¥ ~ t"I"~:~AR, E~ IN ,a~-~-.Of~ANGE ~ITH ~)~-~' FOR PART Ch= LOT '"/ $ PART OF: LOT ~ "HAP OF ~JOLAI~ A~" ot OMent, to~n oF ~u[hold ~'~ ~6/2008 15:04 GLUCKMAN MAYN ER 2129298833 ARCHITECTS 4'-0" POST AND WIRE FENC£ !.;~ PROPOSED POOL PROPOSED DECK PROPOSED 2-STORY DWELLING AND GARAGE (2 BEDROOM) GLUCKMAN MAYNER PAGE 02/83 / / (I FOR POOL BACKWA-S'H LO0 GRAVFL DRP/E ~-- PROPOSED NEW SEPTIC SYSTEM GLUCKMAN MAYNER ARCHiT£CTS 250 Hudson Street New York NY 100~t3 tel 212.929.0100 DRAINAGE CA_L~LATIONS FOR 2" RAINFAL~ ROOF AREA: 1,560 SEx DECK AREA: 690 SF TOTAL AREA: 2,250 SF REOUIRED DRAINAGE: 2 250 SF X .167 FT 376 CUBIC FEET DRAINAGE PROVIDED: DRYWELLS 1 & 2 DIM: 8 FT DIA. X 4 FT DEEP CAPACITY: 3.14- X 16 SOFT X 4-FT = 201CUE~IC FEET X 2DRYWELLS = 402CUBIC FEET TOTAL DRYWELL 5 DIM: 8 FT DIA. X Zl- FT DEEP. DEDICATED FOR pOOL BACKWASH. N % % 0[0~ 8L ~11'~ DATA A~A -- i.~14 ACf~E~ OR ~2~1~ ~. FT. FOR ~IGHAR~ PART OF LOT "MAP Of B~LAI~ ~t O~i~t, To~ ~ ~uth~I~ ~Ik ~o~t~, N~ ~k JUNE 02, 2OO8, 20O N / / / / / / / / / / / / / / / / / DANI'rAR,¥ IvI~A.GU~I,~N'r~ A ID ~T LPI .GITE ]DATA ~ = 1~'/4 A~I~=~ ~ ~:~l~ ~GL ~T. ,,G~e.~Of~'~ C.E~TIt=IC..ATION RJ C, HAR~ ~ ~ GLAIR.A ~ PART OF LOt '7 * PART OF "MAP OF: E~EAUJOLAI~ Cl,f. Or'lent, To.in o~ ,~ou~:holcl ~,FPolk Gounf.~, N~w York ~unt~ tc~x H~p ~i~ IOOO s~t~,, 2"/ HAP · · Rt~"li'I~ T. 1~0 V¢lg iL6GI~ITtAR OF V1TAJ. ST^T~Sq3C$ OFE[CB OE %~{E %OW~ TOWN OF SOUTHOLD PO rh~x I ~,nulhnhl Nc"" 'l'lirk II Tclcphlmc t 5 I(,I ~(l~.l THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE $OUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 2~I, 1993: RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under thie Flood Damage Prevent regulations ef the Code of the Tovfn of Southold: "Floodplain Deveiopmen.t Permit / Application" [FDP(93)], /and "Certificate oi' Compliance For Development in J Special Flood Hazard ,~rea (C/C(93)]. gLO, G, TOWN · Terry c/ 5outhold Town Clerk August 25, 1993 APPLICATION # PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEX, rELOPMENT PERMIT APPLICATION This form ts to be filled out in duplicate. SECTIQN I: GENERAL PROVISIONS (APPLICMWF lo read and 1. No work may start until a permit h, issued. 2. The permit may be revoked ff any false statements ~e made here~. 3. If revoked, all work mu.st cede until permit is re-~ued. 4. Development shall not be u~ed or occupied until a Certificate of Compliance is issued. 5, Thc permit will expir~ il' do work is commenced wlthi~ six months of issu~ce. 6. Applicant is hereby informed that other permits may be required to fixlffll local, state and federal regulatory requkemeots. 7. Applicant hereby glve~ consent to the Local Administrator or his/her representafiv~ to make /easouable inspections required to verify compliance. 8. I~ THE APPLICANT, CERTIFY THAT ALL STATEMEHTS HEREIN AND I~ ATTACH. M?mNTS TO $~C~IQN ~; PROPOSED D~V~LO~M:~'~F (To be ¢ompl¢led by NAME ADDRESS TELEPHQk/E APPLICANT t"/'/~: t~ I ~$~ BUI~ ~GI~ PROJECT LOCATIQH: To avoid delay ia proce~hag the app[icafioa, please provide enouv_h iaformation to easily identify the project Iozatlom Provide the street addtexs, lot number or legal de~ofp~ion (attach) and, outside urban areag, the d'kt~mce to the ncarext hatersecxing road or v,'clldmowu l~fidmarlc A sketch attached to Chis appLicatioo showing (he project location would bc help(nj FDP(9]) AJ~PLICATION ~ _ PAGE 2 OF d DESCRIPTION OF WORK (Check a~l apptic~blc boxes): A STRUCTURAL DEVELOPMENT ACTIVPfY STRUCTURE TYPE gl Addldoo [] Ahcration gl Relocation Iii DcmdUtion [] Replacement '{l~'Resideutial (14 Family) U] Residential (More than 4 Family) [] Nors-residential (Floodproo6mg7 [21 Yes) ID Combined Use (Residential & CommercLrd) [21 Manufactured (Mobile) Home (la Manu- factured Home Paxk?. [] Yes) E. STIMA. TED COST OF PROJECT B. OTHER DEVELOPMENT ACTIVITIES: [] Fill [] Mining gl Drilling [] Grading [] Excavation (Except for Structural Development Checked Above) -- ' ID Watercourse Alteration (Including Dredging and Channel Modification) [] Drainage Improvement~ (Including Culvert Work) UI Road, Street or Bridge Construction ID Sub<t/vision (New or Expansion) [] Individual Water or Sewer System [21 Other (Flea.se Specify) After completing SECTION 2~ A~PLICAPFF should submit form to Local Administrator for rc;dexv. ~EC'TION 3: FLOODPLAIN DITI~3RMINATIOH (To be completed by LOCAL ADMINISTRATOR) The p~oposed development h located on FIRM Panel No. The Proposed Development: , Dated gl Is NOT located in a Special Flood Hazard A~ea (Notify the appilcant that the application re~iew is complete *md NO FLOODPLAIN DEVELOPMENT pERMiT IS REQUIRED). [] I~ located in a Spedal Flood Hazard Area. FIRM zone de.qignation is 100-Yc~ flood elevation at the site is: Ft. NGVD (MSL) {~ Uuavailabl¢ [] The proposed development is located iua floodway SIGNED DATE APPLICATION PAGE 3 OF 4 SECTION 4: ADDITIONAL [NFOPJv'IATION RE0_UIRED ~9 hc completed by LQ(~AL ADMINISTRATQR'i The applicant mus~ submit thc documents checked below before thc application can bc processed: C3 A site plain sbo',~,~g thc location of aJI cx~st~ng struct~¢s, water bodies, adjacent roads, lot dimensions md proposed development. C] Development plans, drawn to scale, and spedfic~dons, includin§ where appEcablc: details for a.uchorlng structures, proposed elevation of lowest floor (badud[ng basement), types of water resbtaat materials used below the. first floor, details of floodproofing of udJJties located below thc lust floor a~d details of cuclostu'es below thc Fu'st floor. Also, [] Subdivision or other development plans (if the subdivision or other development c×cccds 50 lots or 5 acres, whichever is the lesser, t.be applicant must provide 1.00-yeax flood elcvatiohs it' they axe not otherwise available). El Pta~s showing the extent of watercom'se relocation and/gr landform alterations. [] Top of new I-all elevation Ft. NGVD (MSL). ~3 F~oodproof'mg protection lc.vel (non-residential oml¥) Ft.' NGVD (MSL). For floodproofed structures, appEcaot must attach certificat o. from registered engineer or [] Certhqcation from a registered engineer that thc propo-sc/d activity in a regulatory floodway will not result in a~g increase in the height of the 100-year flood. A copy of all data and calculations supporting th& Finding must also be submitted. Other: ~E(~?T1OjN S: PERMIT DETERMINATION (To be completed bY LOCAL ADMINI~iTRATQR} I have determined that the proposed activity:. A.. Ul Es B. I-1 Is not in oonformance with provisions of Local Law ~ , 19 . The permit is issued subject to the conditions attached to and made pasi of th& permit. , DXVE l~_A_j~hh¢ck_e-~, thc k.~0caJ AclminLstrator ti'la>' ixsuc a Development Permit upon payment of designated If_~B©X B i~ checked, thc Local ^dmirustrator wxll pro¼dc a written summary of deficicncics. Applicant may revise and resubmit a~ apphcation Io the Local Adc~inistrator or may request a bearing from Ibc. Board of AppeaJs APPLICATION PAGE 4 OF 4 APPEALS: Appealed to Bo~d of Appeals? C] Yes [] No Hearing date: Appeals Board Declaioa--- Approved? [] Yes Conditions []No ,,.SECTION 6: A$-§UILT EL£VATION,5 {'To be submitted by APPLICANT before Certificate of Comolianee is issued] The following information mnst be provided (or project struccttres. Th& section must be completed by a registered profc~ional cagin¢cr or a licensed land sttrveyor (or attach a certification to this application). Complete I or 2 below. Actual (A.s-13ui.lt) Elevation of the top of ~he lowest floor, including basement fin Coastal High Hazard ' Areas, bottom of lowest structural member of the lowest floor, exdudlng piling and columns) is: Fr. ~OVO 0aSL). g. Actual (As-Built) Elevation of floodproofing protection i~ FT. NGVD (MSL). NOTE: Any work performed prior to sudmittM of the above h:tformation i.s at the risk of thc Applicant. ~SECTION 7: COMPLIANCE ACTION rTe bc completed ~v bOCAL ADMINISTRATOR] Thc LOCAL ADMINIS'IT, ATOR will complete this section ms appficable based on inspection of the project to ensure compliance ~/th the commun/ty's local law for flood damage prevention, INSPIZCTIONS: DATE BY DEFICIENCIES? [] YES [] NO DATE BY' DEFICIENCFES? [] YES [] NO DATE BY DEFICLENCIES7 [] YES [] NO SECTION 8: CERTIFICATE OF CQMPLIAN(~E(To be comrfleted by LOCAL ADMtNI:}iTRATQR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF CO~PLI3tNCE Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HA.Z, AILD AREA (ov, q',t'ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OV~'IERS NAME AND ADDRESS: CHECK ONE: [] NEW BUILDING [] EXISTING BUILDING [] VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OK B. BELOW: COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS LOCAL LAW # , 19 SIGNED: DATED: OF COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUItLEMENTS OF LOCAL LAW #.__, 19__, AS MODIFIED BY VARIANCE # , DATED, SIGNED: DATED: CTC{93) SUBDIVISION LOT EXISTING POST v, j AND WIRE FENCE q 4 74 / AND WIRE FENCE 7~DW1)( R.I ~-~ 5.00 / ~- + R h' PROPOSED / PROPOSED PROPOSED NEW SEPTIC SYSTEM PROPOSED 2-STORY DWELLING AND GAUGE 12 BEDROOM) LP RESTRICTED AR~ ,~ AS SHO~N ON FILED NAP ~ ~ 20' 0,,/'12 50 ,12,0C 545 + 5G5 _6.00 NEW CONCRETE RETAINING WALL WELL AND WIRE FENCE I 5.'95 PROPOSED GRAVEL DR 4250 ORCHARD STREET SITUATE: ORIENT TOWN: SOUTHOLD SUFFOLK COUNTY, NY SUFFOLK COUNTY TAX MAP: 1000 27-05/5.14 ZONING DISTRICT: R-200 NON CONFORMING FLOOD ZONE: AE-9 AREA: 1.8874 ACRES DRAINAGE CALN'~LATIONS FOR 2" RAINFAL~ ROOF AREA: 1,563~.~ DECK AREA: 690 SF ~ TOTAL AREA: 2,250 SF ~ REQUIRED DRAINAGE: ~'~ 2,250 SF X .167 FT = 576 CUBIC FEET DRAINAGE PROVIDED: DRYWELLS & 2 DIM: 8 FT DIA. X 4 DEEP CAPACITY: 5.14 X 16 SOFT X AFT 201 CUBIC FEET X 2 DRYWELLS - 402 CUBIC FEET TOTAL GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERLY OF AND OWNED BY GLUCKMAN MAYNER ARCNITECTS WHETHER TEE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITH FHIS PROdECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO JECT, EXCEPT UPON WRIITEN PERMISSION AND DIRECTION OF CLUCKbtAN MAYNER ARCHITECTS. NO, DATE SUBMISSION DECEMBER 2008 BUILDING DEPT. SURVEYOR Young ~ Young 400 Ostrander Avenue Riverhead, NY 11901 MEP ENGINEER Hon~ngton Engineering Consultants 501 Firth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mary's Lane Stone Ridge, NY 12484 GLUCKNtAN MAYNER ARCHITECTS __TQWN_Q_F ~m 'T~nl r ~ SERRA GUEST HOUSE SCTM# 1000-27-03 3.14 4250 ORCNARD STREW, ORIENT, NEW YORK 11957 (~)SITE PLAN PROJECF NO oeoos SITE DRAINAGE PLAN SCALE' 1/20" = 1' 0" DATE 5 DECEMBER 2008 DRAWN MC A01 CAD FILE 805 SITE DRAINAGE ©CopyrighL Oluckmen Mayner Archilecls 1 5,04 + 499 POST AND WIRE FENCE. DETAIL SEE A012, DWELLING// 5.00 ~/'~ISTING POST AND WIRE FENCE + 4,74 GRAVEL DRIVE + 4,35 SEE SUBDIVISION LOT ). +'+'+'+'+'+'+'+'+'~"~_ 5.49 -- .%._.. + 5,/.0 ~. ~ ~ EXI~tNG SPOT X ~, ~ ~ r.) EL~A~ON ;,00 + 5qO N~ WATER-PROOF CONCR~E R~AIN~N~ WALL· SFE SURV~ORS D~WlNGS FOR + 4.93 DETAILS. LP TANK PROVIDE CONCRETE EQUIPMENT PAD AT ~1'-0' ABOVE~ SEA LEVEL. PROVIDE ACOUSTICALLY LINED CEDAR J SCREEN WITH ACCESS DOORS. FOR DETAILS ~_ SEE DWG A012. ELECTRICAL METER AND MAIN DISCONNECT MTD, ABOVE BASE FLOOD ELEVATION, FOR DETAILS SEE DWG AO12. A/C CONDENSER UNITS AT ]1'-0" ABOVE SEA LEVEL (BASE FLOOD ELEV,= 9'-D"). FOR DETAILS SEE DWG AD~2. POOL EQUIPMENT AT ] ]'-0" ABOVE SEA LEVEL (BASE FLOOD ELEV.= 9'-0"), FOR DETAILS SEE DWG AOX2, METAL GRATING AT FLOOD VENT DISCGARGE OPENINGS. 200 S,I. OPEN AREA MIR. FOR DETAILS SEE DWG AO]2. + 5,94 EXISTING POST AND WIRE FENCE x ,/ + 5.95 \ 4250 ORCHARD STREET SITUATE: ORIENT TOWN: SOUTHOLD SUFFOLK COUNTY, NY SUFFOLK COUNTY TAX MAP: 1000-27-03/3.14 ZONING DISTRICT: R-200 NON-CONFORMING FLOOD ZONE: AE-9 AREA: 1.8874 ACRES GENEFRAL ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERF OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, EVOLVED, OEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITIEN PERMISSION AND DIRECTIOM OF GLUCKMAN MAYNER ARCHITECTS, NO. DATE 21 NOVEMBER 2008 22 DECEMBER 2008 8 APRIL 2009 SUBMISSION BUILDING DEPT. PRICING SET FOR CONSTRUCTION BLDG. DEPT. & CONSTF~ SURVEYOR Young & Young 400 Os[rander Avenue Riverhead, NY 11901 631.727,2303 MEP ENGINEER Han[ngton Engineering Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 212.5~8.9801 STRUCTURAL ENGINEER Ross Dalland, P.E. 40 Mary's Lane Stone Ridge, NY 12484 845.331.0111 GLUCKNAN MAYNER ARCHITECTS SERRA RENTAL PROPER~ SCTM# 1000-27-03-5.14 4250 ORCHARD STREET, ORIENT, NEW YORK 11957 OSITE PLAN 2009 PROJECT NO 08003 DATE: 8 APRIL 2009 NAg.: 8o8 A010 © Copyright Gluckmon Moyner Architects + 499 ~Ef-~'-PROPOSED 4'-0'" POST AND WIRE FENCE. -- DETAIL SEE AO?2. DWELLING > . ",~ND -GARAG '~" '~' I RI 5.00 E X/E/E~TTISTI N G POST AND WIRE FENCE + 474 GRAVEL DRIVE + 4.35 ~ ~ + 4.68 ' (I / / + 5.15 + 5,16 EQUIPMENT BACKWASH . /r'5.4¥'E(- ~ + 5.45 ~ ~'"'"~ PROPOSE~ / ~UNDERGROUND ~ + 5A§ + 4 93 ) WEI~L + 5,61 EXISTING SPOT ELEVATION + 5.40 NEW WATER-PROOF CONCRETE RETAINING WALL. SEE SURVEYORS DRAWINGS FOR DETAILS. + 5,94 ~'"~ EXISTING POST AND WIRE FENCE + 5.95 -- PROPOSED 4250 ORCHARD STREET SITUATE: ORIENT TOWN: SOUTHOLD SUFFOLK COUNTY, NY SUFFOLK COUNTY TAX MAP: 1000-27-03/3.14 ZONING DISTRICT: R-200 NON-CONFORMING FLOOD ZONE: AE-9 AREA: 1.8874 ACRES DRAINAGE NS FOR 2" RAINFA ROOF AREA: 1,560 DECK AREA: 690 SF TOTAL AREA: 2,250 SF REQUIRED DRAINAGE: 2,250 SF X .167 FT = 576 CUBIC FEET DRAINAGE PROVIDED: DRYWELLS 1 & 2 DIM: 8 FT DIA. X 4 ~ DEEP CAPACITY: 5.14 X 16 SQFT X 4FF = 201 CUBIC FEET X 2 DRYWELLS = 402 CUBIC FEET TOTAL DRYWELL ,5 DIM: 8 FT DIA. X 4 FT DEEP. DEDICATED FOR POOL BACKWASH. OENERAL NOTE: ALL DRAWfNOS, SPECIFICATIONS PLANS, IDEAS, ARRANGEMENTS AND DESGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY CLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. EHEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF OLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 5 DECEMBER 2008 BUILDING DEPT. 16 DECEMBER 2008 BUILDING DEPT. REV, 22 DECEMBER 2008 PRICING SET 8 APRIL 2009 FOR CONSTRUCTION A 11 MAY 2009 BLDG. DEPT, & CONSTRUCTION SURVEYOR Young & Young 400 Ostmnder Avenue Riverhemd, NY 11901 631.727.2303 MEP ENGINEER Honington Engineering Consultants 501 FifEh Avenue, Suite 1809 New York, NY 10017 212.558.9801 STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mary's Lane Stone Ridge, NY 12¢84 845.331.0111 GLUCKNAN MAYNER ARCHITECTS SERRA RENTAL PROPER~ SCTM# 1000-27-05-3.1 4250 ORCHARD STREET, ORIENT, NEW YORK 11957 SCALE' DATE, 8 APRIL 2009 °RAW... AO11 CAB FILE: 80S SITE © Copyright Gluckmon Mayner Architects RRA GUEST HOUS ORI NT 4250 ORCHARD TREET ORIENT, NEW YORK 1195'7 DEPARTMENT OF BUILDING SUBMISSION 21 NOVEMBER 2008 DO NOT PROCEED WITH FRAMING UNTIL SURVEY ARCHITECT: BLUCKMAN MAYNE 250 Hudson Sfreef, New York, New York 10013 Tel. 212.929.0100 Fox 212.929.0855 R ARCHITE CTS CONTRACTOR: DENNIS McMAHON 153 Cenfral Avenue Oreer, porf, New York 11944 Tel. 631.477.9483 DRAWING LIST: ARCHITECTURAL AO00 COVER SHEET A200 AO01 GENERAL AND BUILDING SYSTEM NOTES A201 AO02 BUILDING DEPARTMENTNOTES A300 A010 SITE PLAN A400 MOO FLOOR PLAN: BASEMENT A101 FLOOR PLAN: FIRST FLOOR, SECOND A102 FLOOR PLAN: ATTIO, ROOF FLOOR A150 REFLECTED CEILING PLAN: BASEMENT A151 REFLECTED CEILING PLAN: FIRST FLOOR, SECOND A152 REFLECTED CEILING PLAN: ATTIC FLOOR EXTERIOR ELEVATIONS: EXTERIOR ELEVATIONS: SECTIIONS: BUILDING WALL SECTIONS A700 WINDOW SCHEDULE A705 DOOR SCHEDULE NORTH, EAST SOUTH, WEST STRUCTURAL S1 FOUNDATION, GROUND S2 SECOND FL., ATTIC & S3 STRUCTURAL NOTES S4 STRUCTURAL DETAILS S5 STRUCTURAL SECTIONS FL., FIRST FL., ROOF FRAMING MECHANICAL M-1 MECHANCIAL M-2 GROUND FL., M-3 MECHANICAL SPECIFICATIONS & FIRST FL. & SECOND DETAILS PLUMBING P-1 PLUMBING SPECIFICATIONS P-2 (;ROUND FL., FIRST FL. & SECOND FRAMING PLANS & PLANS, SECTIONS, EQUIP. SCHEDULES FL. MECH PLAN FL. PLUMBING PLAN SOUTH ELEV, DETAILS PLUMBING ALL PLUMSING WASTE & WATER LINES NEED TESTING BEFORE COVERING cOMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA SOU-HOLt') TOWN PI.ANNING BOARD SO~JiHOLD TOWN TRUSTEES ALL cONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE .CODES OF NEW YORK STATE, uMBER cERTiFICATION oPeN LEAD coNI~ENT BEFORE cERTIFICATE OF oGGUPANCY IN wATER OER, USEP ii S~uP~L Y sYsTEM cANNOT EXCEED ~/10 OF 1% LEAD. CERTIFICATION OF '~'".~Li~ &CONNEcTIONs REQUIRED. COMPLY WITH ¢2ARRTER "46" FLOOD ~ PREVENTION SOUTHO~D TOWN CODE. DO NOT PROCEED WITH FRAMING UNTIL suRVEY OF FOUNDATION lOCATION HAS BEEN APPROVED, OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY NOTIFY BUILBING DEPARTMENT AT FOLLOWING ~NSPECTiONS: I, FOUNDA%ION - TWO REQUIRED 2. ROUGH - FRAMING & PLUMBING 3, INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C O. ALL CONSTRUCTION SHALL ME~T REQUIREMENTS OF THE CODES OF NEW YORN STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. GENERAL NOTES 1. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPENCIES BEFWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT, 2, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 5, ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS OTHERWISE INDICATED, WALLS SHOWN TO 'ALIGN' SHALL BE FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER THE FLOOR CHANNELS FOR THE PARTITION WALLS HAVE BEEN LAID TEE ARCHITECT IS TO BE NOTIFIED SO THAT WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE PROCEEDING WITH ADDITIONAL CONSTRUCTION. 4. ALL WORK TO BE COORDINATED BY CONSTRUCTION MANAGER/ GENERAL CONTRACTOR UNLESS OTHERWISE NOTED, ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. SHOULD CONTRACTOR FIND ANY DISCREPENCY, OMISSIONS, AMBIGUITIES OR CONFLICTS IN ANY OF THE CONSTRUCTION DRAWINGS, OR BE IN DOUBT AS TO THEIR MEANING, NE MUST BRING THE QUESTION TO THE A~ENTION OF THE ARCHITECT PRIOR TO START OF CONSTRUCTION, THE ARCHITECT SHALL REVIEW THE QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, WILL ISSUE A WRITTEN CLARIFYING ADDENDUM. NEITHER THE OWNER NOR THE ARCHITECT WILL BE RESPONSIBLE FOR VERBAL INSTRUCTIONS, 5 WRI~EN REQUESTS MUST BE SUBMI~ED FOR ANY PROPOSED CHANGES IN THE SCOPE OF WORK BY THE CONSTRUCTION MANAGER/ GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE ANY WORK IS STARTED, SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST, AND POSSLBLE IMPACT TO THE PROJECT. 6. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL HAVE SOLE RESPONSIBIUTY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK, A. ALL DEMOLITION OPERATIONS, REPArR OPERATIONS AND ALTERATION OPERATIONS ARE TO BE DONE IN ACCORDANCE WITH OWNER REQUIREMENTS AND ALL GOVERNING CODES. B, WHERE DEMOLITION IS INDICATED, REMOVE ALL OBJECTS EXCEPT THOSE SPECIFICALLY DESIGNATED TO REMAIN, C. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS EXISTING AT THE SITE, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE PRESERVED AND REPORT TO THE ARCHITECT ANY DISCREPENCIES OR QUESTIONABLE ITEMS. D, USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL EXPENSE TO THE OWNER. E, PRIOR TO COMMENCMENT, CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS DESIGNATED TO BE REMOVED AND TO BE PRESERVED, AS WELL AS ALL EXISTING UTILITIES AND DETERMINE ALL REQUIREMENTS FOR DISCONNECTING, CAPPING OR PROTECTING ALL SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY COMPANY, BUILDING MANAGEMENT OR AGENCY INVOLVED. F. THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL REMOVE, REROUTE AND/OR CAP OFF ALL UNUSED UTILITIES AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CAPPED OFF WITHIN EXISTING WALLS OR SLABS. G, USE ALL MEANS NECESSARY TO PREVENT DUST DURING THE PERFORMANCE OF THIS WORK AND PREVENT DUST FROM BEING A NUISANCE TO THE TENANTS, NEIGHBORS, WORKMEN AND CONCURRENT PERFORMANCE OF THE WORK. H, REMOVE ALL DEBRIS FROM THE SITE AND LEAVE THE SITE AND SURROUNDING AREAS IN A NEAT AND ORDERLY CONDITION. 7. PARTITIONS: A. ALL OUTSIDE CORNERS AT DRYWALL OR STUCCO PARTITIONS SHALL HAVE METAL CORNER BEADS. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. THREE COAT SPACKLE FINISH MIN. B. ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARFFI~S AND SHALL MATCH ADJACENT WALLS IN FINISH AND THICKNESS. C, ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE DONE IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW AND EXISTING MATERIALS. D. WHERE DEMOLITION HAS OCCURED, CONTRACTOR SHALL FILL ALL HOLES, PATCH SMOOTH AND LEVEL ALL REMAINING SURFACES, INCLUDING WALLS, FLOORS AND CEILINGS. SQUARE ALL CORNERS, AND PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISHES. 9. CLEAN UP: 10. 11 THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATION OF MATERIAL AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF EVERY WORK DAY. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT THE COMPLETION OF CONSTRUCTION. AT THE COMPLETION OF THE WORK, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL PERFORM THE FOLLOWING CLEANING: A. CLEAN FIXTURES, EQUIPMENT, FrNISH HARDWARE, PAINTED AND DECORATED SURFACES, AND REMOVE MARKS, STAINS, PAINT, DIRT AND OTHER SOILING RESULTING FROM THE WORK OF THIS CONTRACT CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS iNVOLVED. FIRE SAFETY: A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA ARE TO BE SECURED IN A LOOKED AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OF~ CONSTRUCTION MANAGER/GENERAL CONTRACTOR. B. ALL MATERIAL TO BE STORED IN AN ORDERLY FASHION. C. ALL FLAMMABLE MATERIALS ARE TO BE KEPT TIGHTLY SEALED IN THEIR ORIGINAL CONTAINERS. SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OR OPEN FLAMES. D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CONDUIT. F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO BE SHUTOFF AFTER WORKING HOURS. G. CONSTRUCTION MANAGER/GENERAL CONTRACTOR AT ALL TIMES SHALL MAKE SURZ THERE IS NO LEAKAGE OF NATURAL GAS IN BUILDING, OR AINY OTHER FLAMMABLE GAS USED IN CONSTRUCTION. H. CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR k4AINTAIN ANY OPEN FLAMES ON THE SITE. ABBREVIATIONS ABOVE FINISHED FLOOR AFF ACCESS PANEL A.P. ACOUSTICAL ACOUS. ADJACENT ADJ. AIR CONDITIONING A/C ALUMINUM AL. APPROXIMATE APPROX. ARCHITECTURAL ARCH. BLOCKING ELK'S CEILING CLG, CEILING HEIGHT C.H. CENTER LINE CL. CERAMIC TILE C.T. CLOSET GLO. COLUMN COL. CONCRETE CONC. CONSTRUCTION CONST. CONTINUOUS CONT. DETAIL DTL, DIMENSION DIM, DOOR DR. DOUBLE DBL. DOWN DN. DRAWING DWG. EACH EA. ELECTRIO/ELECTRICAL ELEC. ELEVATION EL, EMERGENCY EMER. EQUAL LQ. EQUIPMENT EQPT. EXISTING EX'G EXTERIOR EXT. FINISH FIN FINISH FLOOR FIN, FL, FIREPROOF FPRF. FOUNDATION FDN, FLOOR FL. FLOOR DRAIN F,D, FLUORESCENT FLUOR, FOOT/FEET FF. BY OTHERS/OWNER B,O, CLASS GL. GRILLE GRL GROUND FAULT INTER. GFI, GYPSUM WALLBOARD GWB HANDRAIL NNDRL HARDBOARD HDBD. HARDWOOD HDWD. HEATING, VENT, & A/C HVAC HOLLO~FF METAL H.M. HORIZONTAL HORIZ. INCHES IN. INSULATION INSUL JUNCTION BOX J.B. LAMINATE LAM. LOW VOI_TAGE L.V. MATERIAL MAT'L MAXIMUM MAX. MECHANICAL MECH. METAL MTL MINIMUM MIN. MISCELLANEOUS MISC. MOLDING MLDG. MOUNTED MTD. MULLION MUL. NOMINAL NOM. NOT APPLICABLE N.A. NOT iN CONTRACT N.I.C. NUMBER NO. ON CENTER O.C. OPENING OPN'G OPPOSITE OPP, PAINTED PTD, PERFORATED PERF. PLASTIO LAMINATE P,LAM QUANTITY QTY. RECESSED REC. REQUIRED REQ'D RETURN AIR R,A, REVISE/REVISION REV, ROOF DRAIN R.D. ROUGH OPENING R.O, SCHEDULE SCHED, SECTION SECT, SELF-CLOSING S.C, SHEET SHT, SIMILAR SIM. SQUARE FOOT SQ,FT. STAINLESS STEEL S.STL STANDARD STD. STEEL STL STORAGE STOR. TELEPHONE TEL, TO BE DETERMINED T.B.D. TYPICAL TYP. UNLESS OTHERWISE NOTED U.O.N. VERIFY IN FIELD V.I.F, VINYL T%E V,T. WITHOUT 0 WOOD WD. LOCATION MAP DRAWING SYMBOLS I~ 3RD FLOOR +32' 0" ELEVATION NUMBER COLUMN LINES LEASE LINE BREAK LINE SECURRY MESH HIDDEN OR OVERHEAD UNE DIMENSION LINE ALIGNMENT REFERENCE SYMBOLS ,,52 ¢> ~TITLE IDENTIFICATION DETAIL SYMBOL ELEVATION SYMBOL BUILDING SECTICDN DRAWING TITLE SYMBOLS ROOM IDENTIFICATION DOOR NUMBER PARTITION ~(PE WINDOW NUMBEF~ REVISION SYMBOIL 2 11957. WALL TYPES L I STUD WALL CONSTRUCTION i " ~ MASONRY CONSTRUCTION I I 1 HR FIRE RATEO WALL MATERIAL SYMBOLS CONCRETE GRANITE STEEL ALUMINUM BRASS, BRONZE OR COPPER MARBLE FINISH WOOD CONTINUOUS BLOCKING OR STRUCTURAL WOOD NONCONTINUOUS BLOCKING OR SHIM RIGID INSULATION SEALANT WITH BACKER ROD PLYWOOD (5"=1'-0", 1 1/2"=1'-0") PLASTIC LAMINATE OR WATER PROOFING MEMBRANE GYPSUM ~/ALL BOARD (3"=1'-0", 1 1/2"=1' 0") PLASTER ON METAL LATH (B"=l'-O", 1 1/2"=1' 0") I.C,,OUS, T C~L T LE B =1 O, 1 1/2"=1' 0") GEASS (3"=1'-0", 1 1/2"=1'-0") BATF INSULATION IIIWlIIIL~RBI~I CARPET WITH PADDING IslAMIC pR QUARBY TLE --1-0', 1 1/2"=1'-0") RESILIENT FLOORING (5"=1'-0", 1 1/2"=1'-0") GLASS IN ELEVATION OPENING OR VOID GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH TliEY ARE ~ADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WlTlt THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- EXCEPT UPON WRIPEN PERMISSION AND OF GLUCKMAN MAYNER ARCRrTECTS NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING DEPF. SURVEYOR Young & Young 400 OsVDnder Avenue Riverheod, NY 11901 MEP ENGINEER Eng,neering Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Ddlond, P.E. 40 Mary's Lane Stone Ridge, NY 12~8& 6LUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO 08005 GENERAL NOTES & SYMBOLS SCALE N/A DATE' 21 NOVEMBER 2008 DRAWN: MC /dW ADO CAD FILE, 805 AO01 1 © Copyright Gluckman MByner Architects LIGHT AND VENTILATION LIGHT VENTILATION FLOOR HABITABLE ROOM AREA OF ROOM AREA OF BLAZING % OF GLAZING TO AREA OF ROOM AREA OF NATURAL VENTILLATION % OF NATURAL VENTILLATION TO AREA OF ROOM PROPOSED REQUIRED BY CODE PROPOSED REQUIRED BY CODE 1 LIVING ROOM 295 SQUARE FEET 105 SQUARE FEET 55% 8% 81 SQUARE FEET 21% KITCHEN 256 SQUARE FEET 48 SQUARE FEET 19% 8% 29 SQUARE FEET 11% MATSTER BEDROOM 196 SQUARE FEET 38 SQUARE FEET 19% 8% 25 SQUARE FEET 12% 2 STUDY 101 SQUARE FEET 10 SQUARE FEF 10% 8% 6 SQUARE FEET 6% GUEST ROOM 162 SQUARE FEET 38 SQUARE FEET 23% 8% 23 SQUARE FEET 14% REScheck Software Vemion 4.0,1 Compliance Certificate Project Title; Serra Guest House Report Date: 11/1¢/08 Energy Code' New York State Energy Conservation Locafion: Suffolk County, New York Conslruction Silo' Owner/Agent: Designer/Contractor: The proposed building represented In this doc~ ment is consistent '¢~th th e building plans, specifications, arld other calculations submittad wEh this permit appJIcatfon. The proposed systems have been designed to meet the New York Slate Energy Conservatron Construc~on Code requirements When a Registered ~eslgn Professional has stamped and signed this gage, they ace attesting that to the best hirJher knowledge, bthlaf, and professlomal judgment, such pla ns or specF~caflons are ~n corn pliance with this Code Name - Tgle Signature Date BUILDINg DEPARTMENT NOTES 1. ALL WORK SHALL CONFORM TO T~£ REQUIREMENTS OF THE RESIDENTIAL CODE OF NEW YORK STATE (2007 ED..), THE CODE OF THE TOWN OF SOUTHOLD, FIRE DEPARTMENT REGULAlflONS, UTILITY COMPANY REQUIREMENTS, AND ALL OTHER AGENCIES HAVING JURISDICTION. 2. BEFORE COMMENCING WORK, THE CONSTRUCTION MANAGER/ GENERAL CONTRACTOR SHALL OBTAIN ~ALL REQUIRED BUILDING PERMITS AND SHALL PREPARE AND FILE ALL NECESSARY FORMS AND BE RESPONSIBLE FOR REQUIRED APPROVA~LS BY THE DEPARTMENT OF BUILDINGS AND ALL OTHER AGENCIES HAVING JURISDICTION. THE OWNER SHALL FILE AND OBTArN APPROVAL OF' THE PLANS AND SPECIFICATIONS. 5. PLUMBING AND ELECTRICAL WOR~ SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIIGNOFFS. 4. ALL CONSTRUCTION, INCLUDING BUT NOT LIMITED TO: DOORS, MASONRY, CONCRETE, STEEL, WOOD, G;LASS, HUNG CEILINGS, ETC. SHALL COMPLY WITH ALL RELEVANT ASPECTS OF THE RESIDENTIAL CODE OF NEW YORK STATE (2007 ED.), THE CODE O1F THE TOWN OF SOUTHOLD, AND ALL OTHER AGENCIES HAVING JURISDICTION,. 5. SHAFTWALLS, MECHANICAL SPACES AND ANY OTHER REQUIRED FIRE SEPARATIONS ARE TO BE FIRE R/ATED IN ACCORDANCE WITH THE RESIDENTIAL CODE OF NEW YORK: STATE (2007 ED.) 6. USE AND OCCUPANCY CLASSIFICATION: R-3 7. HEIGHT AND FIRE AREA: 3 STORIIES UNLIMITED 8. IYPE OF CONTRUCTION: WOOD FRAME 9. DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH RESIDENTIAL CODE OF NEW YORK STATE (2007 ED..), THE AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINOS (WFOM) 2001 EDITION, ASTM E1996-06 (STANDARD SPECIFICATION FOR PERFORMANCE OF EXTERIOR WINDOWS AND DOORS), & ASTM E1886-05 (STANDARD MISSLE TEST FOR EXTERIOR WINDOWS & DOORS). GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLAN~ ARRANGEMENTS AND DESIGNS REPRES REFERRED TO ARE TIlE PROPERLY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE [S EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITlt THIS PROJECT AND NONE OF [NE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO JECT, EXCEPT UPON WRI~EN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS, NO. DATE SUBMISSION 21 NOVEMBER 200R BUILDINO DEPT. SURVEYOR Young & Young 400 Ostrander Avenue Riverheod, NY 11901 MEP ENGINEER Engineering ConsultDnts 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mary's Lone Sbne Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-03 3.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO 08003 BUILDING DEPARTMENT NOTES SCALE' N/A DATE 21 NOVEMBER 2008 ._..,,w AO02 CAD FILE 803 AD01 ©CopydghL Gluckman RESTRICTED AREA AS SHOWN ON FILED MAP A' O" POST AND WIRE PENCE ~ 5E, 7 PROPOSED PROPOSED AND DA,ABE (2 BEDBOD~)" Bb2 J 505 5.00 / / 'EXISTING POST AND WINE FENCE k 510 NEW SEPTIC SYSTEM \ ( LP ~' ~10 I- ¢93 BURJED LP TANK ELECTRICAL METER AND MAIN DISCONNECT MTO. ABOVE BASE FLOOD ELEVATION -- GENERATOR AT /1'-0" ABOVE SEA LEVEL (BASE FLOOD ELEV. 9'-0") A/6 CONDENSER UNITS AT 11'-0" ABOVE SEA LEVEL (BASE FLOOD ELEV.: 9'-0") POOL EQUIPMENT AT 1f-O" ABOVE SEA LEVEL (BASE FLOOD ELEV,: 9'-0") SUBDIVISION k 503 + BGI ~ +. 5,58 /' ~ EXrSTINB SPOT NEW CONTOUR ELEVATION NEW CONCRETE RETAINING WALL + 540 + 5 9~P WELL ~'~'""~ EXISTIN G POST AND WIRE FENCE PROPOSED GRAVEL DRI C/ 4250 ORCHARD STREET SITUATE: ORIENT TOWN: SOUTHOLD SUFFOLK COUNTY, NY SUFFOLK COUNTY TAX MAP: 1000-27-05/5.14 ZONrNC DISTRICT: R-200 NON-CONFORMING FLOOD ZONE: AZ-9 AREA: 1.8874 ACRES OENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY DLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WNICN TNEY ARE MADE IS EXECUTED OR NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR TNE SOLE USE ON AND iN CON NECTION WITN THFS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATrON FOR ANY USE OR PURPOSE WHATSOEVER iNCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRI~rEN PERMISSION AND DIRECTION OF CLUCNMAN MAYNER ARCHITECTS NO. DATE SUBMrSSION 21 NOVEMBER 2008 BUILDING DEPT. SURVEYOR Yoong & Young 400 Ostronder Avenue Rivsrhead, NY 11901 MEP ENCINEER Hanington Engineering Consurtants 501 FifLh Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mary's Lane Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-03-3.14- ORCHARD STREET, ORIENT, NEW YORK PROJECT NO 08005 ~PLAN SrT£ PLAN SCALE' 1/20" = 1' 0" DATE 21 NOVEMBER 2008 OR^WB: MC A010 CAD FiLE 805 SITE © Copyright Gluckman GRAVEL DRIVE 6 O0 I ' ,/ / ELECTRIC / VENT (PROVIDES 200 I h~H I I~/ S,I,) I I I I I I UNDERGROL VENT (PROVIDES 200 ~ / I I I INSU~TED FLOOD I I (PROVrOES S,L) I J L I VENT (PROVIDES 200 I ~ I-- 1 HR FI~E RATED FLOOB I / I I I ~~ % -- - VENT (p~OVIDES 200 S,I, ~ I I I TRANSFER AREA)I I ~ ~ I I ~ ~-HOUR WALLS I ~ ~ I ~ CBUNG ~ I I PROVIDE FIREP~CE ~ ~ :$ I ASH CL~NOUT PIT · I I ~ $ I ACCESS DOOR FRON~ ~ I I ~ ~ I STORAGE ROON I 1 HR, FIRE RATED FLOOD I ~ I I VENT (PROVIDES 200 VENT (pROViDES 200 S,L I ~ UP~ I S,I.) ~-- I ..... I i I ~ I I I I I I I I METER FLOOD LEVEL PiPE TO FO FACrLITATE OF FLOOD WATER 200 S.L POOL FLOOD WATER DISCHARGE CHART FLOOR HABITABLE ROOM AREA OF ROOM (SF) REQUIRED DISCHARGE BY CODE (SI) PROVIDED DISCHARGE TO EXTERIOR (SI) GARAGE 002 375 SQUARE FEET 373 SQUARE INCHES 600 SQUARE INCHES BSMNT. STAIR HALL STO0 212 SQUARE FEET 212 SQUARE INCHES (400 S.I. TRANSFER TD GARAGE OD2) STORAGE 001 295 SQUARE FEET 295 SQUARE INCHES J~O0 SQUARE INCHES TOTAL BaO SQUARE FEET 880 SQUARE INCHES 1,OOO SQUARE INCHES ~BASEMENT PLAN LEGEND CONCR~E WALL MASONARY WOOD-FRAME WALL I I I 1-HOUR RATED CONSTRUCTION GEN EF~AL_ NOTE: ALL SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENT! DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WBICH BEY ARE MADE IS EXECUTED OR NOT, THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO EXCEPT UPON WRITTEN PERMISSION AND OF CLUCNMAN NAYNER ARCHITECTS NO. DATE SUBMISSION 21 NOVEMBER 20DB BUILDING DEPT. SURVEYOR & Young 400 OstFandeF Avenue R,verhead, NY 11901 MEP ENGINEER Honin¢on EngineBdng Consultants 501 Fifth Avenue, Suite 1809 NBW York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mary's Lone Stone Ridge, NY 12484 CLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-03-3.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO, 08003 PLANS: BASEMENT SCALE 1/4"=1' O" DATE 21 NOVEMBER 2008 BRNWR Al00 CAD FILE 005 PLANS Copyright Gluckmon Moyner Architects I DN 20'-8" 12'-0" HATCH ABOVE, 16'-8" SHELVES DN I DN % / / <~>EGRESS 9'-8" 1-HOUR WALLS & CEILING HWB, I ( DHW ! PUMPS 20'-8" ISLAND & COUNTERTOP ® 14'-5" RANGE 50'-0" 12'-0" DN 16'-8" 16'-0" CHIMNEY. HIMNEY AND FIREPLACE SURROUND. HEARTH. LEGEND (~)SECOND FLOOR PLAN (~FIRST FLOOR PLAN CONCRETE WALL MASONARY WOOD-FRAME WALL 1 HOUR RATED CONSTRUCTION GENERAl NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY CLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHIOH THeY ARE MADE IS EXECUTEO OR NOL THEY WERE CREATED, EVOEVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH TBS PROJECT AND NONE OF THE ABOVE MAY GE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WNATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRI~EN PERMrSSION AND DIRECTION OF GLUCKMAN MAYNEB ARCHITECTS. NO. BATE SUBMrSSION NOVEMBER 2008 BUILDING DEPT. SURVEYOR & Young 400 Ostronder Avenue RFverheed, NY 11901 MEP ENGINEER Engineering Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P E 40 Mary's Lane Slone Ridge, NY 12484 GLUCK MAN MAYN ER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIEN% NEW YORK PROJECT NO 08005 PLANS: FrRST FLOOR SECOND FLOOR SCALE 1/4"=1' 0" DATE21 NOVEMBER 2008 ' RAWN Mc A101 CAD FILE' 805 PLANS © Copyright Ciuckman Mdyner ArchWects E) 52'-0" I I I J BLDG BELOW. Il I I CEDAR SHINGLE ROOF [ / MASONRY CHIMNEY i / II I I I ~ / I I ,I I I ~ I I CEDAR SHINGLE ROOF I ~., I II I ':: I II I I I I I I I I I 20'-8" 16'-8" I CEDAR SHINGLE ROOF U O LI U U b ~ L' U U U U U U id U U H U U [~' U U II U U WOOD GABLE VENT WITH INSECT SCREEN AND AUTOMATIC F~ · · TEMPE~TURE · · · j CONTROLLED DAMPER EXHAUS' ATTIC HATCH · FANS I U U U H LI U IJ n n n fl ri I! ~ ~ ~ Ii II i~ ii II ii II ii n n i] II II Ii fl n II II n H n ri ii II II ii rr II '1 I' II ri II II II II II il II II II II II .. LINE OF BLD6 BELOW. -- ASONRY CHIMNEY LEGEND CONCRETE WALL MASONARY WOOD-FRAME WALL I I I 1-HOUR RATED CONSTRUCTION (~ATTIC PLAN OENERAL h~OTE: ALL DRAWINGS, PLANE IDEAS, ARRANGEMENTS AND DESIGNSOR REFERRED TO ARE TRE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHrTECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT THEM W£RE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR FHE SOLE USE ON AND IN CON- NECTION WITH TRIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRI~EN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING DENT, SURVEYOR Young & Young 400 Ostrdnder Avenue Riverhead, NY 11901 MEP ENGINEER blonlngton Engineer,ng Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross P,E. 40 Mary's Lone S(one Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27 05-5,14 ORCHARD STREW, ORIENT, NEW YORK PROJECT NO 08003 PLANS: AT-lC ROOF SCALE: 1/~r"=1' 0" DATE21 NOVEMBER 2008 .AWNMO AIO? CAD FILE 808 PLANS © Copyright Gluckmon Mayner Arch,iec(s I I 20'-8" 8'-0" AFF ~ CEILING LEVEL / / / / / / / / Oco 7' 6" AFF CEILING LEVEL 16'-8" ~ CEILING LEVEL ~]~)~¢~_EcMENT REFLECTED CEILING LEGEND PTB BOARD AND BADEN PTa GWB LIGHTING SYMBOLS OA1 OA2 OB1 CEILING-MTD PORCELAIN SOCKET WALL MTD PORCELAIN SOCKET CBLING-MTD FIXTURE, WET LOCATION WALL-MTD FIXTURE, WET LOCATION RECESSED SHOWER UGHT FLUORESCENT FIXTURE CABINET FLUORESCENT FIXTURE PENDANT POWER/SIGNAL SYMBOLS PLAN ~ SWITCH SD DIMMER SWITCH '~5 3-WAY SWITCH SJ JAMB SWITaH (~)SD SMOKE DETECTOR (~)CO CARBON MONOXrDE aETECTOR ~[~ DUPLEX dn DUPLEX aROUND FAULT CIRCUIT INTERRUPTER EXTERIOR DUPLEX GROUND FAULT CIRCUIT INTERRUPTER DEDICATED OUTLET TELEPHONE / DATA TOILET EXHAUST GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER TNE PROJECT FOR WHICI-I TNEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRI%EN PERMISSION AND DIRECTION OF GEUCKMAN MAYNER ARCHITECTS, NO, DATE SUBMISSION 21 NOVEMBER 2DO8 BUILDING DEPT, SURVEYOR Young & Young WOO Ostrander Avenue Riverhead, NY 11901 MEP ENGINEER Hanington Engineering Consultants 501 Fifth Avenue, SUitR 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Ddland, P.E, 40 Mary's Lane Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-0,3-5.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO. 08003 REFLECTED CEILING PLAN: BASEMENT SCALE 1/4"='1 '-0" DATE 21 ROVEMBER 2008 OR.,. Mc AlSO CAD FILE, 803 BOPS ©Copyright Gluckmon Moyner Architects 20'-8" 12' O" CUUNG LEVEE 8'-6" AFT ~[~ GELLING LEVEL F2 8'-6" AFF CEILING LEVEL ,r_ ¢ Oco\ / ,d~ 8'-6" NFF ~ CElUNG LEVEl. Osu/ J '~ 0'~ 20' B" 12'-0" 16'-8" ~ 9'-0" AFT '~ CEILING L~/EL CEIUND LEVEL / '\ / / ~EILI~G / / / CDLING LEVEL ~DECK I (~SECOND FLOOR REFLECTED CEILING (~FIRST FLOOR REFLECTED CEILING PLAN PLAN LEGEND PTD BOARD AND BATTEN I PTD BWB LIGHTING SYMBOLS OA1 0C1 CEIUNG-MTD PORCELAIN SOCKE~ WALL-MTD PORCELAIN SOCKET CEILINO-MTD FIXTURE, WET LOCATION WALL-MTU FIXTURE, WET LOCATION RECESSED SHOWER LIGHT FLUORESCENT FIXTURE CABINEt FLUORESCENT FIXTURE PENDANT POWER/SIGNAL SYMBOLS SWITCH DIMMER SWITCH 3-WAY SWITCH SJ JAMS SWITCH OsD SMOKE DETECTOR OCO CARSON MONOXIOE DETECTOR DUPLEX dFI DUPLEX GROUND FAULT CIRCUIT INTERRUPTER EXF~ EXTERIOR DUPLEX GROUND FAULT CrRCUIT INTERRUPTER DEDICATED OUTLET TELEPHONE / DATA E] TOILET EXHAUST G~NERAL NOTF: ALL DRAWINGS, SPECIFICATIONS, PLANS ARRANGEMENTS AND DESIGNS REPRES REFERRED TO ARE THE PROPERTY OF AND OWNED BY CLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE iS EXECUTED OR NOT TNEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATFON FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO JECT, EXCEPT UPON WRITIEN PERMISSION AND DrRECTION OF GLUCKMAN MAYNER ARCHITECTS, NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING DEPT, SURVEYOR Young & 400 Ostrander Avenue Riverhead, NY ~1901 MEP ENGINEER FlaningLon Engineering Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross P E 40 Mary's Lone Stone Ridge, NY 12484 SLUCKMAN MAYNER ARCHITECTS SERI SCTM# EST HOUSE 000-27-0,3-3.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO. 08003 REFLECTED CEILING FIRST FLOOR SECOND FLOOR PLANS: SCALE 1/4"=1' 0" DATE 21 NOVEMBER 2008 OeA . A151 CAD FILE' 803 RCPS ©Copyright Gluckman Mmyner Architects 20'-8" 12'-0" 16'-8" LEGEND PTB BOARD AND BATTEN PTD OWB LIGHTING SYMBOLS OA1 RB2 CEILING-MTD PORCELAIN SOCKET WALL-NTB PORCELAIN SOCKET CEILING MTD FIXTURE, WET LOCATION WALL-NTB FIXTURE, WET LOCATION RECESSED SHOWER LIGHT FLUORESCENT FIXTURE CABINET FLUORESCENT FIXTURE PENDANT POWER/SIGNAL SYMBOLS ¢ SWITCH ED DIMMER SWITCH ~5 5-WAY SWITCH l},J JAMB SWITCH OSD SMOKE DETECTOR (]])CO CARBON MONOXIDE DETECTOR .~) DUPLEX (~FI DUPLEX GROUND FAULT CIRCUIT INTERRUPTER (~ DUPLEX GROUND EXTERIOR FAULT CIRCUIT INTERRUPTER DEDICATED OUTLET TELEPHONE / DATA [] TOILET EXHAUST REFLECTED CEILING PLAN gENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPER1TM OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WltETHER THE PROJECT FOR WBICN THEY ARE MADE IS EXECUTED OR NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCEOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING SEPT. SURVEYOR Young & Young 400 Ostrander Avenue Riverhead, NY 11901 MEP ENGINEER Honington Engineering Consultants 501 Filth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E 40 Mary's Lone SLone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-0,5-3.14 ORCIIARD STREET, ORIENT, NEW YORK PROJECT NO 08003 REFLECTED ATT I C ROOF CEILING PLANS: SCALE' 1/4"=1' 0" BATE 21 NOVEMBER 2[308 DRAWN: A157 CAD FILE 805 RCPS Q Copyright Gluckman Moyner ArchitecTs EL. (m'-lD") SECOND FLOOR +~4'-3' EL. (5'-9") FIRST FLOOR +11'-0* EL, ELEVATION EL, NEW FIN GRADE PLANE +5' 6" EL (B'-O") BASEMENT E EXIST'G. AV6, GRADE MASONRY CHIMNEY ATFICEAVE VENT W/ AUTOMATIC LOUVERS CEDAR SHINGLE SIDING +25'-4" EL, (19' SECOND FLOOR +IA' 3" EL. (5'-§") FIRST FLOOR +11' O" EL. (5'-8") F P ELEVATION +8 56' EL, NEW FIN, GRADE PLANE +5'-6" EL, (0'-0'~ BASEMENT +~,91' EL, EXIST'G, AVG, GRADE Il ~-- PTD. MTL GUARDRAIL '1 CEDAR HORIZONTAL SIDING BELOW DECK LEVEL CEDAR SHINGLE ROOF CEDAR SHrNCLE SIDING PTD. MTL, BUANDRAIL CEDAR HORIZONTAL SIDING BELOW DECK LEVEL (~) EAST ELEVATION (~) NORTH ELEVATION gENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE RROPER~F OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, ~VOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT, EXCEPT UPON WRI~EN PERMISSION AND DIRECTION O? OLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 21 NOVEMBER 2008 BUrLDING DEPT. SURVEYOR Young & Young 400 Ostronder Avenue NY 11901 MEP ENGINEER klon,ngton Engineering Consurtan~s 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER RoBs Dollond, P.E. 40 Mary'B LoDe Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27 05-5.14 QRCRARD STREET, ORIENT, NEW YORK PROJECT NO, 08003 ELEVATIONS: NORTH EAST SCALE 1/4"=1'-0" DATE 21 NOVEMBER 2008 ORAWR. A?OO CAD FILE: SO3 ELEV EXT © Copyngh( Giuckmon Moyner ArchitecLs +25' 4" EL. 09'-1D") SECOND FLOOR FIRST FLOOR ~1~ +il'-O" EL (E'-6") ~-~ F P ELEVATION +B.56' EL NEW FIN GRADE PLANE +s'-B" EL (O'-O") BASEMENT +491' EL, EXIET'G. AVS GRADE {} MASONRY CHIMNEY CEDAR SHINGLE ROOF CEDAR SHINGLE SIDING PTD. MTL. GUARDRAIL CEDAM HORIZONTAL SIDING BELOW DECK LEVEL (~)WEST ELEVATION GENERAL NOTE: ALL DRAWINGS, SPECIFICATIDNS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERff OF AND OWNED BY GLUCRMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FDR THE SOLE USE ON AND IN CON NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WlIATSOEVER INCLUDING ANY OTNER PRO JEC'F, EXCEPT UPON WRITTEN PERMfSSION AND DIRECTION OE GLUCKMAN MAYNER ARCHITECTS NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING DEPT, SURVEYOR Young & Young 400 Ostrender Avenue Riverheod, NY 11g01 MEP ENGINEER Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 MASONRY CHIMNEY STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Max's Lone Stone Ridge, NY 12d-84 EL. (19' iD") SECOND FLOOR +14' 3" EL. (5'-9") FIRST FLOOR +1 I'-0" EL (5'-$") F,P, ELEVATION +R RE' EL, NEW FIN. GRADE PLANE +5' 6" EL. BASEMENT EXIST'G, AVG, GRADE PTD. RTL. GUARDRAIL CEDAR SHINGLE SIDING CEDAR HORIZONTAL SIDING BELOW DECK LEVEL ELEVATION GLUCKMA'4 MAYN ER ARCHfTECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIENT, NEW TORK PROJECT NO, 08005 ELEVATIONS SOUTH WEST SCALE DATE 21 NOVEMBER 2008 0PAWN. Mc A?01 CA0 FILE 805 ELEV EXT Oluckman Mayner ArchiLecls +25'-4" EL, (19'-10") SECOND FLOOR +14' 5" EL, (5'-9") FIRST FLOOR +11'-0" EL (5'-6") F,P, ELEVATION +8,56' EL. NEW FIN, GRADE PLANE +5'-6" EL, (O'-O') BASEMENT +4,91' EL EXIST'C, AVD GRADE +0'-0" EL. SEA LEVEL +25' 4" EL. (19'-10") SECOND FLOOR +14'-5" EL. (B' §") ~ FIRS] FLOOR ATFIC ACCESS HATCH-- +11'-0" EL, (5'-6") ~'~ F,P, ELEVATION +8,56' EL, ~ NEW FIN. GRADE PLANE +S' D" EL, (0'-0") ~ BASEMENT +491' EL, EXIST'G. AVD, GRADE SEA LEVEL Ci~._~),Cx~.,O. So.S SECTION THRU STAIRS AHU ,2 I ST IDy ~Ol ID RC (~)LONG SECTION THRU FIREPLACE +25'-4" EL, (19' 10") SECONO FLOOR +14'-3" EL, (B'-9") FIRST FLOOR EXHAUST FANS +11'-0' EL. (5'-6") F,P ELEVATION +8,56' EL, NEW FIN, GRADE PLANE EXIST'G, AVO, GRADE I .... · +O'-O" EL. SEA LEVEL C 2~Cx,R.?.~.S SECTION THRU WINDOWS gENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERlY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WI-IEFHER THE PROJECT FOR WNICH THEY ARE MADE rs EXECUTED OR NOT, THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITN THIS PROJECT AND NONE OF THE ABOVE MAY DE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO JECT, EXCEPT UPON WRITIEN PERMISSION AND DIRECTION OF GLUCI<MAN MAYNER ARCHITECTS NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING DEPT. SURVEYOR & 400 Ostronder Avenue Riverheod, NY 11901 MEP ENGINEER ConsLdtonts 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dollond, P.E, 40 Mary's LBne SLone Ridge, NY 12484 DLUCKMAN MAYN ER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000 27 05-5.14 ORCHARD STREET, ORIENT, NEW YORI( PROJECT NO 08005 SECTIONS SCALE lw4r'=l' 0" DATE' 14 NOVEMBER 2008 O AWN Mc A30O CAD FILE 805 SECTIONS © Copyright Gluckman NIayneF Architects INSULATION BAFFLE R 34 RATr ROOF INSULATION ROOF CONSTRUCTION: CEDAR SHINGLES -~" FURRING -~" EXTERIOR PLYWOOD SHEAR BLOCKING W/ V-CUT. SEE STRUCT. DLT. CEDAR SOFFIT & FASCIA. STAIN TO MATCH CEDAR SHINGLES SOFFIT VENT WiTH INSECT SCREEN FLASHING COATED COPPER HALF ROUND GUTTER AND DOWNSPOUT, iNSTALLATION TO DE VERIFIED BY MANUFACTURER. HEAD FbqSHING WOOD WINDOWS & DOORS TO DE ANCHORED IN ACCORDANCE W/ THE MANUFACTURERS PUBLISHED RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED IN THE NYS RESIDENFIAL CODE, E INSULATION BAFFLE R-3¢ BAT[ ROOF INSULATION ROOF CONSTRUCTION: -CEDAR SHINGLES -~" FURRING -~" EXTERIOR PLYWOOD SHEAR BLOCKING W/ V-CUT SEE STRUCT DEl', - CEDAR SOFFIT & FASCIA, STAIN TO MATCH CEDAR SHINGLES SOFFIT VENT WITH INSECT SCREEN FLASHING COATED COPPER HALE ROUND GUTTER AND DOWNSPOUT. INSTALLATION TO BE VERIFIED BY MANUFACTURER ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED FO ARE THE PROPERLY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER TME PROJECT FOR WNfOJi TREY ARE MADE iS EXECUTED OR NECTION WlTli TRB PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO JECT, EXCEPT UPON WRI~EN PERMISSION AND DIRECTION OF GLUOKMAN MAVNER ARCHITECTS, NO. DATE SUBMISSrON 21 NOVEMBER 2008 BUILDING DEPT, WOOD WINDOW SILL PAN FLASHING FLOOR CONSTRUCTION: -~" WOOD T&G FINISH FLOOR -~" PLYWOOD -,~" PL"qNOOD -FLOOR JOIST (REF. STRUCTURAL PLANS) -SOUND AI~ENUATION BAT- -MECHANICAL AND LIGHTING SPACE -CEILING FRAMING -,~" PLYWOOD BOARD & BAlffENS OR ~" GWB (RRF FINISH SCHEDULE) i~!~ +25'-4" EL (19'-1R") SECOND FLOOR WALL CONSTRUCTION: -CEDAR SHINGLES -DRAIN WRAP -~" PL'flflOOD -2X6 STUDS -BA1T INSULA/rON R-19 -VAPOR BARRIER -~2" PLYWOOD & BAll'ENS OR ~, GWB -(REF INTERIOR FfNfSH SCHEDULE) WOOD DOOR & HEAD FLASHING FLOOR CONSTRUCTION: -~" WOOD T&D FINISH FLOOR -~" PLYWOOD -,¥' PL'CNOOB -FLOOR JOIST (REF STRUCTURAL PLANS) -SOUND ATTENUATION BAT[ -MECHANICAL AND LIGHTING SPACE -GERUND FRAMING -~" PLYWOOD BOARD & BATTENS OR ~" GWB (REF, FINISH SCHEDULE) ~ --25'-¢" EL. (19'-1D") SECOND FLOOR WALL CONSTRUCTION: -CEDAR SHINGLES -DRAIN WRAP -~" PLYWOOD -2X6 STUDS -BATT INSULATION R-19 -VAPOR BARRIER -~" PLYWOOD & BATTENS OR ,~" DWB -(REF, INTERIOR FINISH SCHEDULE) SURVEYOR Young & Young WOO Oslroader Avenue NY 11901 MEP ENCINEER Hanington Engineering Consultants 501 Fifth Avenue, Sulte 1809 New York, NY 10017 FLOOR CONSTRUCTION: -'~" WOOD T&G FINISH FLOOR -~" PLYWOOD -)~" PL'CNOOD -FLOOR JOIST (REF, STRUCTURAL PLANS) -BA~ INSULATION R-34 _-~" GWD EL. (8'-9") FIRST FLOOR WOOD DOOR & SILL PAN FLASHING HEADER, SEE STRUCTURAL HEAD FLASHING ]JNSECT SCREEN AT BOTTOM OF FURRING STEP SIDING TO FOLLOW GRAB[ SLOPE GRADE AWAY FROM STRUCTURE FOUNDATION WALL CONSTRUCTION: -RIGID INSUEATION/PROTECTDN BOARD -WATERPROOFING MEMBRANE -CONCRETE FOUNDATION WALL REF. STRUCTURAL ~ETAILS) ,~LAB ON GRADE CONSTRUCTION; -CONCRETE SLAB -6" GRAVEL -RIGID INSULATION -VAPOR BARRIER ~ BASEMENT (0'-0") WATER STOP DRAINAGE GRAVEL Jj & DOOR WALL SECTION (~?!CAL WALL SECTION FILTER FABRIC OVER FOOTING DRAIN PIPE. FLOOR CONSTRUCTION: -~" WOOD T&B FINISH FLOOR -~" PLYWOOD -,~" PLYWOOD -FLOOR JOIST (REF, STRUCTURAL PLANS) -DAFT INSULATION R-3A -~" Gwa ~i~+1¢'-5" EL. (8'-§") FIRST FLOOR HORrZONTAL CEDAR SIDrND ON ~" VERTICAL FURRING STRIPS ON CONCRETE INSECT SCREEN AT BOTTOM OF FURRING STEP SIDING TO FOLLOW GRADE, SLOPE GRADE AWAY FROM STRUCTURE FOUNDATION WALL CONSTRUCTION: -RIGID INSULATION/PROTECTION BOARD WATERPROOFING MEMBRANE -CONCRETE FOUNDATION WALL (REF. STRUOTURAL DETArLS) SLAB ON GRADE CONSTRUCTIBN: -CONCRETE SLAB -6" GRAVEL -RIGID INSULATION -VAPOR BARRIER BASEMENT WATER STOP DRAINAGE GRAVEL FILTER FABRIC OVER FOOTING DRAIN PIPE. STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mary's Lane Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIENT, NEW YORK WALL SECTIONS SCALE' 1"=1' DATE: 14 NOVEMBER 2008 DRAWN, MC/JW ©Copyr[ghl Cfuckman WINDOW SCHEDULE WINDOW FRAME D~AIL SUN WALL FLOOR NO. ROOM THICKNESS CONTROL: SCREEN REMARKS ND, IYPE NOMINAL SIZE GLAZING FRAME SIZE MATERIAL FINISH HEAD JAMB SrLL SHADES WXH WXH 00~ O02-OARAOE B 56" X 20" INSULATED 3'-0" X 1'-8-1/16" WP, STAIN/PRIME 8" FULL 001 BSMNT. 002 002 GARAGE B 56" X 20" INSULATED 3' 0" X 1'-8-1/16" WD STAIN/PRIME 8" FULL 002 003 O02-GARAGE B 56" X 20" INSULATED 3' 0" X 1'-8-1/16" WP. STAIN/PRIME 8" FULL 003 OON STOO-STAIR HALL B 36" X 20" INSULATED 3'-0" X 1' 8 1/16" WM. STAIN/PRIME 8" FULL 004 005 O01-STORAGE B 36" X 20" INSULATED 3'-0" X 1' 8-1/16" WP. STAIN/PRIME 8" FULL 005 006 O01-STORAGE B 36" X 20" INSULATED 3' 0" X 1'-8-1/16" WD. STAIN/PRIME 8" FULL 006 101 IO1-MUD ROOM A 52" X 3Zl'' INSULATED 3'-1 5/8" X 6'-5" WD STAIN/PRIME 6-~" - FULL 101 102 ~02 KITCHEN A 32" X 3¢" INSULATED 3'-I 3/8" X 6' 5" WD. STAIN/PRIME 6 ~" - FULL 102 105 I02-KITCHEN A 52" X 54" INSULATED 5' 1 3/8" X 6'-5" WP. STAINI/PRIME 6-'~" - FULL 105 104 lOB-LIVING ROOM A 32" X 30" INSULATED 3'-1 5/8" X 6' 5" WP. ~TAIN/PRIME 6-'~" - FULL 104 105 105-MVlNG ROOM A 52" X 54" INSULATED 3'-1 5/8" X 6' 5" WP, ~TAIN/PRIME 6-~" - FULL 105 108 105 LIVING ROOM A 32" X 30" INSULATED 5'-1 5/8" X 6'-5" WP. ]TAIN/PRIME 6-'~" - FULL 106 1ST FL. 107 105 LIVING ROOM A 32" X 34" INSULATED 5'-1 3/8" X 6'-5" WD, STAIN/PRIME 6~" - FULL 107 108 lOB-LIVING ROOM A 52" X 54" INSULATED 3'-1 3/8" X 6'-5" WP. ~TAIN/PRIME 6-~" - FULL 108 109 103 LIVING ROOM A 32" X 34" INSULATED 3'-1 3/8" X 6'-5" WD, ~TAIN/PRIME 6-~" - FULL 109 110 103 LIVING ROOM A 32" X 34" INSULATED 3' 1 3/8" X 6'-5" WO. ~EAIN/PRIME 6~" - FULL 110 111 STOl-STAIR HALL A 32" X 34" INSULATED 5'-1 3/8" X 6'-5" WD. 3fAIN/PRIME 6-~" - FULL 111 112 103-KITCHEN A 52" X 22" INSULATED 3'-1 3/8" X 4'-5" WP. 3fAIN/PRIME 6-~" - FULL 112 TO BE MULLED WITH 113 112 115 105-KITCHEN A 32" X 22" INSULATED 5'-1 5/8" X 4'-5" WP. 3TAIN/PRIME 6-~" - FULL 115 TO BE MULLED WITH 112 115 201 203-GUEST ROOM A 52" X 26" INSULATED 5'-1 $/8" X 5'-1" WD. ~STAIN/PRIME 6-~" FULL MEETS EGRESS CODE 201 202 205 GUEBT ROOM A 32" X 26" INSULATED 5'-1 3/8" X 5'-1" WM. ~TAINI/PRrME 6-'~" - FULL MEETS EGRESS CODE 202 205 202-STUDY A 52" X 26" INSULATED 5'-1 5/8" X 5'-1" WD, ~TAIN/PRrME 6-~" - ~LL MEETS EGRESS COPE 203 204 STO2-STAIR HALL A 52" X 26" INSULATED 3'-1 5/8" X 5' 1" WD. STAINI/PRIME 6-'~" - FULL MEETS EGRESS COPE 204 205 201-M, BEDROOM A 52" X 26" INSULAED 5'-1 5/8" X 5' 1" WD. STAINI/PRIME 6-~" - FULL MEETS EGRESS CODE 205 206 201-M. BEDROOM A 52" X 26" INSULATED 3'-1 5/8" X 5'-1" WP. STAIN'/PRIME 6-~" - FULL MEETS EGRESS CODE 208 207 201-M, BEDROOM A 52" X 26" INSULATEO 3'-1 5/8" X 5'-1' WP, STAIN/PRIME 6-~" FULL MEETS EGRESS CODE 207 208 205 M BEDROOM A 52" X 22" INSULATED 5' 1 3/8" X 4'-5" WP, STAIN/PRIME 6-~" - FULL 208 209 201B-BATHROOM A 52" X 22" INSULATED 5'-1 3/8" X 4'-5" WD. STAIN/PRIME 6-~" - FULL 209 2ND FL, 210 201A-CLOSET A 52' X 22" INSULATED 5'-1 5/8" X 4' 5" WP, STAIN/PRIME 6-~" FULL 210 211 STO2-STAIR HALL A 32" X 22" INSULATED 3'-1 3/8" X 4'-5" WD. STAIN/PRIME 6-~" FULL - 211 212 204 UTIUW A 32" X 22" INSULATED 5'-1 3/8" X 4'-5" WD. STAIN/PRIM~ 6-~" FULL - 212 213 205A-CLOSET A 32" X 22" INSULATED 3'-1 3/8" X 4'-5" WD, STAIN/PRIME 6-'~" FULL - 213 21~- 2058 BATHROOM A 52" X 22" INSULATED 3'-1 3/8" X 4' 5" WD. STAIN/PRIME B-~" FULL - 214 215 20S-GUEST ROOM A 32" X 22" INSULATED 3'-1 3/8" X 4'-5" WP, STAIN/PRIME 6-~" FULL - 215 218 203-OUEST ROOM A 32" X 22" INSULATED 3'-1 3/8" X 4'-5" WD. STAIN/PRIME 6-~" FULL - 216 FRAME WIDTH WOOD DOUBLE HUNG FRAME SiZE WOOD AWNING GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERTY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH FI-IEY ARE MADE IS EXECUTED OR NO~. TNEY WERE CREATED, EVOLVED, DEVELOPED AND RRODUCED FOR THE SOLE USE ON AND IN CON NECTION WITH rHIS PROdECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED DY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OEHER PRO JECT, EXCEPT UPON WRI~ENPERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING BEPT. SURVEYOR Young & Young ~00 Ostrander Avenue NY 11g01 MEP ENGINEER Honington Engineering Consul[ants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross P.E, 40 Mary's Lane Stone Ridge, NY 12484 6LUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO 08005 WINDOW SCHEDULE GENERAL NOTES ALL WINDOWS AND EXTERIOR DOORS TO ~EET OR EXCEED ATSM E1996-06 (STANDARD WINDBORNE DEBRIS IMPACT SPECIFICATION FOR PERFORMANCE OF EXT'ERIOR WINDOWS & BOORS) & ASTME E1886-05 (STANDARD MISSLE & CYCLIC PRESSURE DIFFERENTIAL TEST FORI EXTERrOR WINDOWS & DOORS) AND HAVE A U-VALUE OF 0,35, SCALE' 1/2"=1 ' DATE: 21 NOVEMBER 2008 MC JW AT00 CAD FILE BD5 SCBEDULES ©Copynghl Gluckmon Mdyner Arch~tecls DOOR SCHEDULE DOOR FRAME DE~AIL *** HARDWARE WALL SCREEN REMARKS FLOOR THICKNESS DOOR LOCKSET NO FROM TO TYPE MATL FINISH NOMINAL SIZE (LEAF) HR. FRAME SIZE MAT'L FINISH HEAD JAMB SILL SET THRESHOLD C[OSER W X H RATING **** *FUNCTION KEY 001 OUTSIDE 002 GARAGE G WD STAIN/PRIME 10'-0" × 7'-6" 10'-0" X 7'-6" WD. 'STAIN/PRIME YES - - 002 O02-OARAGE STOO-STAIR HALL H MIL PAINTED 5'-0" X 6' 8" 1 HR. TBD MTL PAINTED - - - 003 STO0 STAIR HALL STAIR H MIL PAINTED 8'-0" X 6'-8" TBD MTL PAINTED - - FLOOD VENT IN DOOR 8SMNT, 00¢ STOO-STAIR NALL O01-STORAGE H MIL PAINTED 5' 0" X 6' 8" TED MTL PAINTED - - 1D1 OUTSIDE 101 MUD RM. B WD/GL STAIN/PRIME 5' 0" X 7' 10" NA TBD WD ~TAIN/RRIME RHR - - - CLEAR GLASS 102 101-MUD RM. 101A-UTILI~ C WD PAINTED 8'-0" X 7'-6" 1 HR. TBD WD PAINTED - YES - - 103 101-MUD RM. 1D2-KITCHEN D WD/GL PAINTED 8'-0" X 7'-6" NA TED WD ~TAIN/BRIME - - CLEAR GLASS IOA 1D2-KITCHEN STOl STAIR MALL F WD/GL PAINTED 3'-6" (+2") X 7'-10" NA TBD WD PAINTED - - CLEAR CLASS 105 OUTSIDE STOl-STAIR MALL A WD/GL STAIN/PRIME 8' 0" X 7'-10" NA TBD WD PAINTED RHR - CLEAR GLASS 106 STOl-STAIR HALL 10/i-TOILET C WD PAINTED 3'-0" X 7'-6" NA TBD WD PAINTED - 107 STOl-STAIR HALL 103 LIVING RM. F WD/GL PAINTED 3'-6" (+2") X 7'-10" NA TBD WD PAINTED CLEAR GLASS 1 ST FL. 201 201A-CLOSET 2018 BATHROOM C WD PAINTED 8' B,, X 7' 6- NA TBD WD PAINTED - 202 201 MASTER BEDROOM 201A-GLOSET E WD PAINTED 8'-0" (+2") X 7'-6" NA TBB WD PAINTED - 205 STO2-STAIR HALL 201-M. BEDROOM C WD PAINTED 5' 0,, X 7' 6" NA TBD WD PAINTED - 2ND FL, 204 STO2-STAIR HALL 204-UTILllY C WD PAINTED 2'-8" X 7'-6" NA TBD WD PAINTED - 205 STO2-STAIR HALL 202 STUDY C WD PAINTED ~'-0" X 7'-6" NA TED WO PAINTED - 206 202-STUDY 205-GUEST ROOM E WD PAINTED 2'-9 1/2~-(+2) X T-6' NA 5' 7" X 7'-6" WD PAINTED - 207 205-GUEST ROOM 2DSA-CLOSEI E WD PAINTED 5'-0" (+2") X T-6" NA TED WD PAINTED - 208 203A-CLOSET 203B-BATHROOM C WD PAINTED 5'-0" X 7'-6' NA T8D WD PAINTED - GL&SS & WO~D EXTERIOR DOOR dE) SOLID WOOD EXTERIOR DO0~ SWING SOLID SWING GLASS INTERIOR DOOR rNTERIOR DOOR VARIES SLIDING SOLID INTERIOR DOOR VARIES SLIDING GLASS INTERIOR DOOR 10' GARAGE DOOR SWING METAL INTERIOR DOOR CENERAL NOTES ALL WINDOWS AND EXTERIOR DOORS TO MEET OR EXCEED ATSM E1996-06 (STANDARD WINDBORNE DEBRIS IMPACT SPECIFICATION FOR PERFORMANCE OF EXTERIOR WINDOWS & DOORS) ~ ASTME E1886-05 (STANDARD MISSLE & CYCLIC PRESSURE DIFFERENTIAL TEST FOR EXTERIOR WINDOWS & DOORS) AND HAVE A U-VALUE OF 2. ALL DOORS WITH GLASS LITES TO BE PROVIDED WITH INSULATED UNITS WITH TEMPERED GLASS O£N EFi~AL NOTE: ALL DRAWINGS, SPECIFICATIONS, PLANS, IDEAS, ARRANGEMENDS AND DESIGNS REPRESENTED OR REFERRED TO ARE TNE PROPERW OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WRETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR lie SOLE USE ON AND rN CON- NECTION WI1H TNIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER iNCLUDING ANY OTHER PRO JEC1, EXCEPT UPON WRr~EN PERMISSrON AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS NO. DATE SUBMISSION 21 NOVEMBER 2008 BUILDING DEBT, SURVEYOR Young ~ Young 400 Ostrmnder Avenue Riverhead, NY 11901 MEP ENGINEER Hanington Engineering Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross P.E. 40 Lone S[one Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIENT, NEW YORI< PROJECT NO 08005 DOOR SCHEDULE SCALE' 1/2"=1'-0" DATE: 21 NOVEMBER 2008 BRAW. Mc,Jw A705 CAD FILE 803 SCHEDULES ©Copyright Oluckmmn Mayner Architects SOUTH ELEVATION SEE 4/S2 FOR WELDS TYPICAL (SIMILAR) 5/8" STIFFENER PLATES (TYP) BASE PLATE 3/4"¢ A507 ANCHOR --ROD 0 16" EMBEDMENT TYPICAL SEE W (SIMILAR) 5/S2 UNDERGROUND LP TANKS SECURE TANKS TO CONCRETE SLAB WITH 4 - 5/4" ANCHOR RODS AT 12" O.C. 6" AND 8" SLABS TO BE REINFORCED WiTH #5 BARS @ 18" O.C IN CENTER. 12" SLABS TO BE REINFORCED WIfH #5 BARS @ 18" O.C. TOP & BOTTOM. TANK 150 GAL 250 GAL 500 GAL. 1000 GAL. SLAG SIZE 7'-0" x 3'-0" x 6" THICK 8'-0" x 3'-6" x 8" THICK 1O'-O" x 4'-0" × 12" THICK 16'-0" x §'-0" x 12" THICK 2 2 × 12 PT 6 x S POST 2 - 2x10 P.T. 2 X 8 16" P.T. 6 x 6 POST TYPICAL P.T. 6 x 6 POST TYPICAL SUPPORT STAIR STRINGER ON 12"¢ 10 ¢ SONOTUGE WiTH 1 - #4 BAR IN CENTER ON 2'-0 x 2' 0 x 12" THICK FOOTING WITN 5 - #4 BARS EACH WAY FROM BOTTOM OF FOOTING GEE TYPICAL DETAIL, TYPICAL WHERE SHOWN BOTTOM COURSE OF SHEATHING TO BE PRESSURE TREATEO TYPICAL P,T, 6 x 6 POST P,T, 2x8 LEDGER -SEE TYP DETAIL P,T 2xG LEDGER FLOOR CONSTRUCTION AT STALES 1 FASTEN PLYWOOD TO FRAMING WiTH DOUBLE ROWS OF 1Od NAILS 0 6" OC 2 PRO,DE DOUBLE 11 7/8" LVL BLOCKING FOR UNSUPPORTED PLYWOOD EDGES, WII~ NAILING AS IN #1. BOTTOM COURSE ~" CONCRETE SHEAR WALL BEEOW P.T, 2x8 LEDOER,-SEE TYP DETAIL x 2 - P.T 2 x 10 2 - P,T 2 x 10 2 - P,T. 2 x 10 2 P,T 2 x 10 x 19 COLUMN PRO.DE ASH PIT IN FIREPLACE GASE DOOR IN BASEMENT MASONRY FIREPLACE COLUMN WlO x 19 COLUMN [S~RII~OER TYPICAL L FIRST FLOOR FRAMING PLAN SCALE, 1/4" = 1'-0" PLAN NOTES 1. WALLS, COLUMNS AND POSTS SHOV.'N ARE BELOW THE GIVEN LEVEL OF FRAMING TYPICAL U.N,O 2 ALL LVL'S 1 3/4" THICK TYPICAL. 3 HATCHED WALL INDICATES WOOD OR CONCRETE SHEAR WALL TYPICAL U.N.O. 4 [] INDICATES 3 - 2x BUILT-UP POST TYPICAL U.N.O. 5 ~ INDICATES FULL STRENGTH MOMENT CONNECTION. 6 DASHED FRAMING INDICATES BEAMS OR HEADERS DROPPED BELOW THE PRIMARY FRAMING. 7 P3 INDICATES B" SCHEDULE 40 PIPE COLUMN. 8 USE A DOUBLE RIM JOIST WHERE DECK LEDGERS WILL GE AfTACHED TO THE RUILGING. 9 2J FOLLOWING HEAOER DESIGNATION INDICATES 2 JACK STUUS EA. END, 3J; ,3 JACKS ETC. 10. C43 iNDICATES NSS 4 × ~ x 1/4" STEEL COLUMN. PROVIOE OPENINGS FOR FLOOD VENTS 8" CONC, WALL, SEE TYPICAL CONCRETE 4 VERT I~ 15" /--OPENING DETAIL TYPICAL "5 H~m'~ ~' 1q'' '~" SEE ARCH DWGS FOR ...... si= A.D LOOATIO. C ...... ] i S/4"X5"X1' 4" ~ ~.~ BASE PLATE 5" CONCRETE SLAB ON GRADE SEE TYPICAL DETAILS GROUND FLOOR AND FOUNDATION SCALE: 1/4" -- 1'-0" PLAN 8" CONCRETE SHEAR WALL WITH #5 @ 12" O,C EACH WAY 4" CONCRETE SLAB ON GRADE SEE TYPICAL DETAILS 2-0 x 12 TH K I'h~ GRADE BEAM WITH 3 -- #6 TOP & BOSOM I · r MASONRY BASE 12" THICK FOO~NG FOR FIREPLACE 6" LARGER THAN ON ALL SLOES W/#5012" EACH WA~ 3" FROM BOTTOM OF FOOTING 8" CONG. WALL, #4 VERT 0 18" #5 HORIZ 0 lB" ON W/ 2-#5 CONT. SUPPORT STAIR STRINGERS ON AIL IH?AWIN(:',, hi'FilE I( ^liON';, PLANS, IL)FAb, ARkANUEMtN]', ANI)I)l NbNq 7i PNLSLN1H) (,IH(kMAN MA~NLR AIqIIlilICF, WIIFIlIER IIII PRI),II Cf IO17 WIIICII ~111Y ARI MAId It, FXI r:tlll D OR l'4~)1 IIIL~ WIRI (W[AIIL), [~otVLD, I)IVEIOPFt) ANP I'I~OPHCFt* [nl~ 711l hi)Il I~".l ON AND IN CON- Nl('ll/IN WlIlI rill', PR()JICi AND NONI OF MA/ i~l I)I%[¢')IP Uk CMN lO dR Uh[I) NY ANY I'1 R,dN, I'lkki dR ',;()iN~OI~Alli)N PHId¢()HI WlIA[';()IV['R IN(;! UDINO ANY OTH~ k PNO ,Il (,[, l X( [l'l UPON WRHIiN I I RML JON ANI) NIRR,IION or r;IUCKMAN MAYNLR ARCHITICF,, NO. DATE SUBMISSION )'c, m,j ,~', 'f(,H,i 41)Il ():,hnrldo~ Avcfllll' Mt P [N(ilNbLl~ !1()1 ~ilH, AW'mN,, New 'rod,. NY ',IkUt. IIJHAL 1fi Mqrv' . ' h,:,, I.hdq,'. rll Gt UCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000 27-05-5.14 FOUNDATION, GROUND FLOOR, FIRSq FLOOR FRAMING PLANS AND SOUTH ELEVATION Al chitectt, SEE DETNL 4/s2~ STEEL ~MND I / FLI L WlO x 19 ANCHOR RODS (~ SEE 5/S2 TYPICAL 5 LOCA~ONS 1S1 FL( B" CONCRETE SHEARWALL NTH #5 @ 12" EACH WAY iN CENTER OF WALL PLAN SECTION SCALE: 1/4" = 1' O" 2x12 EDGE OF PARTITION TYPICAL 2 x 6 @ 16" O.C. SHEAR WALL SEE TYPICAL OU~IGGER I !1 I '1 I: I 2 × 4 ~lB. O,C, ' ~'r ' ~ J SHEAR WALL NTH II~ , I o _ 5/8" PLYWOOD · I ~ / BOTH SIDES SEE II ~ / 5/S2 FOR NAILING ' ~ ~ I ~ I : I] ! i ~ ~ u '1 I' ' I, '~ ~ , I~ ................................ ATTIC FLOOR AND ROOF FRAMING PLAN SEE TYPICAL OUTRIGGER DETAIL TYP. EACH END MASONRY CHIMNEY Ail I)kAWlN(;h, ',PL{;IIIC^FION% PLANS, IDrqb, Ah'I~AN(ZFMLNF:, ANII Ill hi(NS I< '~i ;[NI[I) OR hi HCKMAN MAYNITI~ ARCHIII t,l'; Will IHFR IHI ['l/(,li(,I Jf)l~ W/HCI-I IHEY ArC MADI IS [2X[CUTLD OR N(W Jiffy WFId PEIAIEb, IVOiV[D, D[VHOP[D AND I'NOr)UCI[} [OR !IlL SOLI IJSL ON,A~D IN CON PIIdiUN, I IkM Ok CORla(II~AIICN ION ANY tiS[ Ok I'llkF(?;~ WIIAI';C~IVII~ INCIH/)IN(; ANY O[IILR Pk(J JI;L I XC~ PI dR:iN WRI]}[N ['R~MILd,lC)N ANb [)IRI(fllON Ol (;L/El(MAN MAYN[ k Ak(,HIIICI,, NO. DATE SDBMISSION liX l (/shcnldel AV-FIBU I nflirl(,elulfl LxmxBJh]ld:, SIMPSON HDU 8 - SDS 25 SDS SCREW~3 < ( DETAIL IiI II Ill Il Ill II ~ECTION 2x6 FRAMING FORI PAR~ON Wl O's RUN SUBFLOOR ]IHROUBH BETWEEN WlO's ¢x4 NAILER RIPPED TO REQUIRED DEPTH 2 - 5/4" A307 ANCHOR RODS GROUT UNDER WlO EQUIRED ,~-CONCREI~ SHEAR WALL ~#5 ~ 12" OC EACH WAY SCALE' 1" = 1'-0" / 2 x 6 ~ 16" O.C, SHEAR /ALL WITH 15/52" STRUCTURal [ /~1, PLYWOOD ON ONE SIDE. FAS~N PLYWOOD W]~TI 1Od NAILS AT 4" PROVIDE 2 x 6 BLOC AT ALL UNSUPPOR D PLYWOOD Ei~i 5 - 2 x 10 HEADER AT DOORS AND ~NDOWS TYPICAL U N.O 'I SECOND FLOOR FRAMING PLAN SCALE: 1/4" = 1' 0" il,, DOUBLE 11 7/B" LVL @ 16" 0 C LVL WlO x 19 COLUMN 4 FLOOR CONSTRUCTION AT STAIRS: 1 FASTEN PLYWOOD TO FRAMING W~TH DOUBLE ROWS OF 1Od NAILS ~ 6" OC 2, PROVIDE DOUBLE 11 7/8" LVL BLOCKING FOR UNSUPPORTED PLYWOOD EDGES, WITH NAILING AS IN #1. ',d,tih IIII'AI IHliffllll' !O k~¢'V", 6LUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 SEGOND FLOOR, ATTIC ROOF FRAMING PLANS SECTION AND DETAILS AND ABBREVIATIONS ACl AMERICAN CONCRETE INSTITUTE AHU AIR HANDUNG UNIT AISC AMERICAN INSTITUTE OF STEEL CONSI~UCTION ANC. ANCHOR ARCH ARCHITECT OR ARCHITECTURAL ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS B/ BO1TOM OF BAR(S) REINFORCING BAR(S) BF BOTH FACES B.O. BOTTOM OF OPENING BP BASE PLATE BS BOTH SIDES BW BOTH WAYS C.A. COLUMN ABOVE C,F,M F COLD-FORMED METAL FRAMING CJ CEIUNO JOISTS CMU CONCRETE MASONRY UNiT COL. COLUMN CONG. CONCRETE CONT. CONTINUOUS CR COLD ROLLED C,S. COUNTER SUNK DF DOUGLAS FIR-LARCH DIA, DIAMETER do DITTO DWG DBAWlNG ELEV ELEVATION EMBED, EMBEDMENT EOB EDGE OF DECK EW EACH WAY EWP EASTERN WHITE PINE EXIST. EXISTING EXP, EXPANSION F.D. FLOOR DRAIN FDN FOUNDATION F.S. FAR SIDE FTC FOOTING GA. GAGE GLULAM STRUCTURALLY GLUED LAMINATED TIMBER HBO HOT DIPPED GALVANIZED HF HEM-FIR HI HIGH HORIZ. HORIZONTAL HSS HOLLOW STRUCTURAL SECTION KDAT KILN DRIED AFTER TREATMENT L ANGLE LL DOUBLE ANGLE LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LO LOW LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER L.W. LIGHT WEIGHT MAX MAXIMUM MIN MINIMUM M.D. MASONRY OPENING MPCWT METAL PLATE CONNECTED WOOD TRUSS NO. NUMBER NRO NORTHERN RED OAK N.S. NEAR SIDE N.W. NORMAL WEIGHT OC ON CENTER OSL OUT-STANDING LEG P# STANDARD STEEL PIPE (# INDICATES NOMINAL DIAMETER) P.A. POST ABOVE P,A,F. POWDER-ACTUATED FASTENER PL PLATE PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED PX# EXTRA STRONG STEEL PIPE (# INDICATES NOMINAL DIAMETER) RC ROUGH CUT REBAR REINFORCING BARS REINF. REINFORCING R.O, ROUGH OPENING RR ROOF RAFTERS RTU ROOF-TOP MECHANICAL UNIT S.A. SHELF ANGLE S.A.D. SEE ARCHITECT'S DRAWINGS SOO SLAB ON GRADE SP SOUTHERN PiNE SPF SPRUCE-PINE-FIR SS STAINLESS STEEL T/ TOP OF TAB TOP AND BOTTOM TBD TO BE DETERMINED T.O. TOP OF OPENING TR TOP PLATE TYP. TYPICAL U.N,O, UNLESS NOTED OTHERWISE VERT, VERTICAL VIF VERIFY IN FIELD w/ mTR W,C. WESTERN CEDAR DESIGN DATA 1, LIVE LOADS SNOW: UNIFORM ROOF SNOW LOAD GROUND SNOW LOAD WIND: 120 MPH, EXPOSURE C WALLS: ROOF UPLIFT' FLOORS, UNINHABITABLE ATTIC' 2. DEAD LOADS ROOF: FLOOR S, SOIL PRESSURE 2O ~SF 20 pSF 29 PSF 19 PGF 40 PSF 20 pSF 20 PSF 15 PSF + 15 PSF PARTITION LOAD PRESUMPTIVE SOIL BEARING PRESSURE: 2000 PSF (ON UNDISTURBED MATERIAL OR COMPACTED STRUCTURAL FILL) GENERAL 1, ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO 1HE PROJECT SPECIFICAtiONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS' A. TElL RESIDENTIAL CODE OF NEW YORK STATE, LATEST EDITION, B,"BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE*' (ACI 518), LATEST EDITION, "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" (ACI 502.1R), LATEST EDITION. D."BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACl 550), LATEST EDITION AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION F, THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY (AWS DE1) LATEST EDITION. G. AISI SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION. H. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, AMERICAN FOREST & PAPER ASSOCIATION, LATEST EDITION. THE BMBER CONSTRUCTION MANUAL, AMERICAN INSTIlUTE OF TIMBER CONSTRUCTION, LATEST EDITION. 2. CONTRACTOR SHALL PROVIDE TEMPORABY SHORING AND BRACING AND SHALL MAKE SAFE ALL FLOORS, WALLS, ROOFS, AND ADJACENT PROPERTY AS PROdECT CONDITIONS REQUIRE. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY 5. CONTRACTOR SHALL DETERMINE EXACT LOC:AllON OF EXISTING UTILITIES BEFORE COMMENCING WORX. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE O)CCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. 4, CONTRACTOR SHALL NOTIFY EN~NEER IN WIRITING OF ALL PROPOSED DEVIAllONS OR SUBSTITUTIONS FROM BIMENISIONS. MATERIALS, OR EQUIPMENT SHOWN ON DRAWINGS AND MAK[E ONLY THOSE DEVIATIONS OR SUBSllTUTIONB ACCEPTABLE TO ENGINEER. 5 INFORMATION SHOWN ON APPROVED SHOP [DRAWINGS SHALL SUPERSEDE THE CORRESPONDING INFORMATION ON THE CONTRACT DRAWINGS. DIMENSIONS AND ELEVATIONS OF EXISTING CONBTRUCllON GIVEN iN STRUCTURAL DRAWINGS ARE BASED ON LIMITED FIELD OBSERVATIONS, THE CONTRACTOR SHALL VERIFY ALL ~NFOR~MAIION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN iN THE CONTRACT DOCkUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCllON IS PUT IN PLACE. FOUNDATIONS 1 BUILDING FOUNDATIONS SHALL REST ON UNIDISTURBED SOIL OR ROCK OR COMPACTED STRUCTURAL FILL WITH A MINIMUM BEARING CAPACITY OF 4000 PSF. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO POURING CONCRETE. ADJUST BOTTOM OF FOOTING ELEVATIONS AS REQUIRED OR AS INSTRUCTED BY THE INSPECTING ENGINEER. 2. REMOVE TOPSOIL AND ALL UNCONTROLLED FILL FROM BENEATH AREA OF NEW CONSTRUCTION. PLACE COMPACTEO STRUCTURAL FILL WHERE NECESSARY TO RAISE THE ELEVATION OF THE SUBGRADE BENEATH THE BUILDING AND SITE WALLS, STRUCTURES, A~ID SLABS. STRUCTURAL FILL SHALL CONSIST OF WELL GRAOED SAND, GF~AVEL, CRUSHED STONE, CRUSHED GRAVEL, OR A MIXTURE OF TREBLE, AND SHALL CONTAIN NO ORGANIC MATTER THE FILL SHALL CONFOF~M TO THE FOLLOWING GRADA DON: SIEVE SiZE PERCENT p.~SSING DESIGNATION BY WEIGHT 4 INCH 100 5/4 INCH 70-10)0 NO, 100 0-401 NO. 200 0-10) STRUCTURAL FILL SHALL BE COMPACTED IN 6 iNCH LIFTS TO 95-PERCENT OF ITS MAXIMUM DENSITY AS DETERMINED ~Y THE MODIFIED PROCTOR TEST, 3, MINIMUM DEPTH TO BOTTOM OF EXTERIOR FOOTINGS IS 4 FEET BELOW FINISHED GRADE MINIMUM DEPTH TO BOTTOM OF INTERIOR FOOTINGS IS lWO FEET BELOW TOP OF SLAB 4. WHERE REQUIRED, STEP FOOTINGS UP OR O)OWN IN RATIO OF 1WO HORIZONTAL TO ONE VERTICAL TO ,JOIN HIGIH AND LOW FOOTINGS. 5, LOCATE ADJACENT FOOTINGS SO THAT A LIINE DRAWN BETWEEN THEIR CLOSEST POINTS IS NOT STEEPER THAN ONIE VERTICAL TO TWO HORIZONTAL. 6, PROVIDE 5" LEAN CONCRETE MUD SEAL IN BOI~OM OF FOOTING EXCAVATION WHEN FOOTING ~S NOT IMMEDIATELY PLACED AFTER EXCAVATION iS APPROVED 7. PIERS AND FOOTINGS SHALL BE CENTERED ABOUT CENTERLINES OF PIER, COLUMN, OR WALL UNLESS OTHERWISE NOT[ED. 8, PROVIDE CORNER BARS IN FOOTINGS, THE ~AME SIZE AND NUMBER AS CONTINUOUS REINFORCEMENT, LAPPED Z FLIRT WITH MAIN REINFORCEMENT 9, DOWEL CONCRETE WALLS AND PIERS INTO FOOTINGS WiTH DOWELS THE SAME SIZE AND SPACING AS VERTICAL REINIFORCEMENT. EXTEND DOWELS TO WITHIN S INCHES OF BOTFOM OF FOOTINIG, TERMINAIED WITH A.C,I STR 90 DEGREE HOOK, LAP BO DIAMETERS WiTIH VERTICAL REINFORCEMENT PROVIDE KEYWAY OR 1/4" DEEP ROUGHENE(D SURFACE BTWN WALL & FTC 10, AT INTERSECTION OF CONCRETE WALLS. pRCDV1DE CORNER BARS IN OUTER LAYER THE SAME SIZE AND SPACING AS BCDRIZONTAL REINFORCEMENT, AND LAP 2 FEET WITH MAIN STEEL. AT A "T" ItNTERSECTION. PROVIDE CORNER BARS FROM EACH LAYER IN INTERSECTING tWALL TO OUTER LAYER OF THROUGH WALL. 11, WATEBSTOPS SHALL BE PLACED IN FOUNDA1DON WALL CONSTRUCTION JOINTS BELOW GROUND ELEVATION. (VOLCLAY WATERSTOP RX 101T BY CETCO BUILDING MATERIALS GROUP) OR ACCEPTED EQUAL 12 PROVIDE FULL-HEIGHT DOVETAIL SLOT INSE~TS AT 16 INCHES O,C. WHERE CONCRETE FOUNDATION WALLS ARE FACED ~WiTH OR ABUT MASONRY. 15, CONTRACTOR SHALL SUBMIT ANCHOR ROD AND EMBEDMENT PLAN FOR APPROVAL TWO WEEKS MINIMUM BEFORE PCOURING CONCREte, PLAN SHALL SHOW LOCATION AND TYPES OF ALL CAST-IN PLACE ITEMS INCLUDING STRUCTURAL STEEL AND SHEARWALL HOLDO)WN ANCHORS, EMBEDDED PLATES, AND POCKETS 14. DO NOT PLACE BACKFILL AGAINST BASEMENIT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE 15 FOUNDATION WALLS SHALL ATTAIN 75~ OF THEIR DESIGN STRENGTH BEFORE PLACING BACKFILL AGAINST THEM. 16. ALL WALLS THAT RETAIN EARTH SHALL BE IBACKFILLED WITH SOIL OF ONE OF THE FOLLOWING CLASSES AS DEFINED B'Y THE UNIFIED SOILS CLASSIFICATION RULES GW, CP. SW, OR SPL THE BACKFILL SHALL BE PLACED IN LIFTS AND COMPACTED TO 92~, MIN. OF ITS MAXIMUM DENSITY AS MEASURED BY THE MODIFIED PROCTOR ~TEST BACKFILL SHALL BE PLACED AND COMPACTED IN A MANNER WHIICH DOES NOT DAMAGE THE FOUNDATION OR WATERPROOFING, THE BUI[LDUP OF HYDROSTATIC PRESSURE ON THE WALLS MUST BE PREVENTED BY A PROPERLY DESIGNED PERIMETER DRAINAGE SYSTEM BY OTHERS. CONCRETE CONCRETE QUALITY SHALL BI: AS FOLLOWS (f'c AT 2B DAYS TYPICAL)' FOR ALL MIXES, SLUMP SHALL NOT EXCEED 5". ALL CONCRETE UNLESS NOTED OTHERWISE: f'c--SOOOpsi 4-6% AIR ENTRAINMENT EXTERIOR SLABS ON GRADE' f'c=4500pSl 5 7~. AIR ENTRAINMENT 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150, TYPE I OR II S. NORMAL WEIGHT AGGREGATES SHALL CONFORM TO ASTM C 55 FINE AGGREGATE: CLEAN, SHARP, NATURAL SAND COARSE AGGREGATE' SiZE 57 BLENDED WiTH SIZE B TO ACHIEVE A UNIFORM GRADATION FROM 1 I/2" DOWN TO #B SIEVE, 4, LIGHT WEIGHT AGGREGATES SHALL CONFORM TO ASTM C 5 AIR ENTRAINING AGENT SHALL CONFORM TO ASTM C 260 E. ALL HIGH STRENGTH GROUT SHALL BE NON SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 8000 PSi 7. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615, GRADE $0. AT ALL BAR LAP SPLICES PROVIDE WIRE-TIED MINIMUM LAP OF 50 BAR DIAMETERS UNLESS NOTED OTHERWiSE, 9, WELDED WiRE FABRIC (WWF) SHALL CONFORM TO ASTM A 185 AND BE MADE OF WIRE CONFORMING TO AS1M A 82 WITH A MINIMUM YIELD STRENGTH OF 70,000 PSI 10, AT ALL WELDED WIRE FABRIC LAP SPLICES PROV1DE A MINIMUM LAP OF B INCHES UNLESS NOTED OTHERWISE 1t. CONCRETE COVER FOR REINFORCEMENT SHALL BE AS FOLLOWS UNLESS DETAILED OTHERWiSE: INCHES FOOTINGS POURED AGAINST EARTH SURFACE EXPOSED TO WEATHER OR EARTH' BARS LARGER THAN #5 2" #5 BARS OR SMALLER 1 1/2" SURFACES NOT EXPOSED TO WEATHER OR EARTH' SLABS AND WALL 3/4" BEAMS, GIRDERS, AND COLUMNS 1 1/2" 12. PLACE CONCRETE CURING COLD WEATHER IN ACCORDANCE WITH ACl 306 15. PLACE CONCRETE CURING HOT WEATHER IH ACCORDANCE WiTH ACI 305 14 PROWDE MINIMUM TEMPERATURE REINFORCEMENT. AS REQUIRED BY ACI 31B, IN ALL SLABS AND WALLS WHERE NO REINFORCEMENT IS INDICATED ON DRAWINGS CONCRETE SLABS SUBGRADE BELOW SLAB ON GRADE SHALL BE REVIEWED AND ACCEPTED BY INSPECTING ENGINEER BEFORE SUBBASE AND CONCRETE BLAB PLACEMENT 2, SUBBASE MATERIAL: SAND AND GRAVEL OR CRUSHED STONE WHICH ARE SOUND. DURABLE, AND FREE OF ORGANIC AND OTHER DELETERIOUS MATERIALS CONFORMING TO THE FOLLOWiNG GRADATION: SIEVE SIZE PERCENT PASSING DESIGNATION BY WEIGHT 2 INCH 100 1/4 INCH 30-65 NO, 40 5-40 NO BOO 0-10 S. SAND LAYER; SAND WITH LESS THAN 10% PASSING THE #100 SIEVE AND LESS THAN B% PASSING THE #200 SIEVE, 4. PROV1DE CONTRACTION JOINTS IN SLABS ON GRADE SPACING SHALL BE AS RECOMMENDED IN ACl 302.1R "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" AND LOCATIONS SHALL BE COORDINATED WITH ~IE PROJECT ARCHtTECTI 5 DO NOT EXTEND REINFORCEMENT IN SLAB ON GRADE THRU CONSTRUCTION OR CONTRACTION JOINTS UNLESS NOTED OTHERWISE 6, SEE ARCHITECTURAL DRAWiNGS FOR EXACT LOCATIONS AND DETAILS OF DEPRESSED SLABS, 7, VERILY SIZE AND LOCATION OF PLATFORMS, CURBS, OR PADS WITH MECHANICAL CONTRACTOR. B SLAB FINISHES SHALL BE AS SPECIFIED BY THE ARCHITECT, 9 PROVIDE CURING FOR ALL CONCRETE SLABS AS RECOMMENDED IN ACI 502 1R "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" 10, FOR ALL INTEBIOR SLABS: AFTER SLABS CURE FOR 60 DAYS MIN, CLEAN AND FiLL ALL CONTRACTION JOINTS WITH JOINT FILLER AND PATCH ALL CRACKS 1/16 INCH OR MORE IN WIDTH WiTH PATCHING MATERIAL TO CREATE A SMOOTH FLOOR. 11. FOR ALL SLABS TO BE LEFT EXPOSED: APPLY A NON-YELLOWING HARDENER PER THE MANUFACTURERS INSTRUCTIONS STRUCTURAL STEEL HOT-ROLLED W-SHAPES AND CHANNELS SHALL CONFORM TO ASTM AgO2 HOT ROLLED ANGLES, BARS AND PLATES SHALL CONFORM TO ASTM AS6. STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. SQUARE AND RECTANGULAR HSS SHALL CONFORM TO ASTM A500 GRADE B. 2. BOLTED CONNECTIONS OF BEAMS OR GIRDERS ARE TO BE MADE WITH A325 BOLTS (5/4"DIA, MIN, U.N,O.) INSTALL BEARING BOLTS S~IUG TIGHT ANC FULLY PRETENSION BOLTS IN DIRECT TENSION (INCLUDES HANGERS AND TENSION BOLTS IN MOMENT END PLATES) IN ACCORDANCE V~TB "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM AS25 OR A490 BOLTS." FULLY PRETENSIONED CONNECTIONS SHALL BE TIGHTENED USING THE TURN OF NUT METHOD. WHEN HOT DIPPED GALVANIZED BOLTS ARE CALLED FOR, THEY GHALL BE TYPE 1 A325 BOLTS ONLY, NUTS SHALL BE A565 DH OR A194 2H AND SHALL BE TAPPED OVERSIZE AND LUBRICATED AFTER GALVANIZING. THE SUPPLIER SHALL TEST THE BOLT AND NUT ASSEMBLY IN ACCORDANCE WiTH ASTM A556 TO ASSURE THAT THE NUT CAN BE TIGHTENED BEYOND THAT REQUIRED FOR FULL TENSIONING WITHOUT STRIPPING THE GALVANIZED BOLTS AND NUTS ARE TO BE TREATED AND SHIPPED AS AN ASSEMBL% ANCHOR RODS SHALL BE ASTM F1554. GRADE SE. HOT DIPPED GALVANIZED. PROVIDE HOOKED END W/ MIN S× ANCHOR DIAMETER HOOK LENGTH OR HEAVY HEX NUTS WELDED TO EMBEDDED END. TYP. UNO 5 STEEL CONNECTIONS SHALL BE STANDARD AiSC FRAMED BEAM CONNECTIONS OR OTHER APPROPRIATE AISC PUBLISHED CONNECTIONS DESIGNED TO RESIST ONE HALF OF THE TABULATED UNIFORM LOAD CAPACITY OF THE BEAM FOR THE RESPECTIVE SPAN. USE 125% OF THIS VALUE FOR BEAMS WITH SHEAR STUDS, WHERE REACTIONS ARE SHOWN ON THE DRAWINGS THE CONNECTIONS SHALL BE DESIGNED FOR THE INDIC,ATED LOAD, 6. MOMENT CONNECTIONS INDICATED ON PLANS SHALL DEVELOP THIE FULL MOMENT AND SHEAR CAPACITY OF THE MEMBER, 7. CONNECTIONS SHALL BE DESIGNED FOR SHEAR ANG ECCENTRICITY, WELOING SHALL BE PERFORMED BY CERTIFIED WELQERS LICENSED BY THE COMMISSIONER OF BUILDINGS AND SHALL CONFORM TO ARTICLE C26-1005.3, WELDING ELECTRODES SHALL BE ASTM A2BS, CLAS:S E7OXX, B, WELDING SHALL BE PERFORMED BY WELDERS THAT HAVE SATISFA,CTORILY PASSED AWS QUALIFICATION TESTS TO PERFORM THE TYPE OF WELDING WiTHIN THE PREVIOUS TWELVE MONTHS, WIELDING ELECTRODES SHALL BE AS~ A2SS. CLASS ETOXX. 9, ALL STEEL SHALL BE SHOP FABRICATED TO THE FULLEST EXTENT POSSIBLE. 10. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL NO FABRICATION OF S~EL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWiNGS, SHOP DRAWINGS ARE PREPARED AND USED BY THE CONTRACTOR AS INISTRU MENTS TO SEQUENCE HIS WORK AND TO EACIUTATE FABRICATION AND ERECTION. REV1EW OF SHOP DRAWINGS SHALL BE FOR GENERAL DETAIL AND ARRANGEMENT ONLY CONTRACTOR SHALL BEAR FULL RESPONSIBILITY FOR DIMENSIONS. PROPER FIT AND DETAILED OESION OF CONNECTIONS. 11, GROUT, ASTM C 1107, NONMETALLIC, SHRINKAGE RESISTANT. PREMIXED 12 LINTELS SHALL BE INSTALLED OVER ALL OPENINGS iN MASONRY WALLS AS FOLLOWS. MASONRY OPENING LINTEL 4'-0" OR LESS L4 x S 1/2 x 5/16" 4' 1" TO 7' 0" L5 x S 1/2 × 5/16" A. S 1/2" LEGS ARE HORIZONTAL. B PROVIDE ONE ANGLE FOR EACH 4" OF WALL THICKNESS, C, WELD TOGETHER ALL BACK TO BACK LINTELS. D. PROVIDE L5 × 5 x 5/16" FOR 6" THICK WALLS AND PARTITIONS. E PROVIDE MINIMUM 6" BEARING AT EACH END, F, LINTELS MORE THAN 4'-0" LONG SHALL BE FIREPROOFED. G ALL LINTELS IN EXTERIOR WALLS SHALL BE HOT DIPPED GALVANIZED. 13 PAINT ALL STEEL AS FOLLOWS: STRUCTURAL STEEL: RUST INHIBITIVE PRIMER CONFORMING TO TT P-BB. TYPE 1, OR TNEMEC EXTERIOR #10-99 OR B8-555 LINTELS, BEAMS. ANO COLUMNS EMBEDDED IN MASONRY' 2 COATS, 4-6 MILS THICK EACH, TNEMEC SERIES 155 CHIEM-BUILD, OR WHEN TEMPERATURE IS BELOW 50 DEGREES. 1 COAT TNEMEC 50-5~0 POLY-URA-PRIME, 2-5 MILS THICK, AND 1 COATI TNEMEC 161 TNEME-FASCURE. 3-4 MILS THICK STEEL EXPOSED TO WEATHER, FIRST PREPARE STEEL ACCORDING TO SSPC-SPS (POWER TOOL CLEANING) PAINT 1 SHOP COAT TNEMEC S0-350 POLY-UJRA-PRIME. 2-5 MILS THICK. APPLY 2 FIELD COATS OF TNEMEC 66. DO NOT PAINT STEEL TO RECEIVE FIREPROOFING OR SURFACE!5 OF STEEL TO BE COMPOSITE WITH INTERIOR CONCRETE, WOOD FRAMING 1. SAWN FRAMING LUMBER SHALL BE OF THE FOLLOWING SPECIE AND MINIMUM GRADE FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE-STAMPED BY A RECOGNIZED AGENCY AND SHALL BE SURFACED DRY. LUMBER SHALL BE DELIVERED TO THE JOB SITE WITH A MAXIMUM MOISTURE CONTENT OF 19~ AND SHALL BE PROTECTED FROM THE ELEMENTS UNTIL THE MATERIAL IS INSTALLED. SPECIES' ALL FRAMING SHALL BE DOUGLAS FIR-LARCH, HEM-FIR OR SPRUCE- PINE-FIR (SPF) UNLESS NOTED OTHERWiSE, WiTH TRE FOLLOWING EXCEPTIONS: FRAMING EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, SOIL OR WATER SHALL BE SOUTHERN PINE PRESSURE TREATED TO .40 POUNDS PER CUBIC FOOT PRESERVATIVE RETENTION AND SHALL BE KILN DRIED AFTER T[~EATMENT (KDAT). GRADE RAFTERS, JOISTS, BUILT-UP MEMBERS AND STUDS OVER lOFT LONG: No, 2 OR BETTER STUDS LESS THAN OR EQUAL TO lOFT IN LENGTH, PLATES & BLOCKING: INTERIOR WALLS: (2) 2x10 All I}l \WIN(, ,, ,I I vIHL,\IION ,, PlaNS, i[ LA,, AI~RANGHvlENFg AND )D,(]Ni R 'I~ES[NI[[ BI[kRED I(J AI~[ [111 F'ROI~LRfY OF AND OWN[D OlH(;KMAN MAYMk A~CIIII[Xh WlIEIHIR P[~O,I[:CI m OR WBCII [lilY ARE NIAI}[ H EXLCtJ]LD OR NO1 lilly WERE EVOLVED, DEV[IOPED AN[] PROI~UCI D FOR 1HI USE ON AND IN CON~ NFCIlON WIIII UtlS PRO J[(1ANO NONr OI [HE ABOVE MAY BF DISCLOSED OR GIVLN TO OR USED ]3Y ANY' PERSON, IIRM Ok CORPOkA[ION FOR ANY USL OR PIJkPOSF WHAP,OFV[R INCLUDING ANY OFHLk PRO J[CT, EXCEP] UI~ON WRIff[N PERMI%ION AND DIRECFION OI {;IUCK~AN MAYNER ARCHI~FCT~, NO. DATE SUBMISSION U[Jl4Vi YOI( ~ YOLUI(t NY l lgql ')ul klllh AVqHL](', ',lJl[~' ',IkiIClURAI I k'-:,', IXllhl!,d, I' [ ',l~uu' I,'ldqe, NY GLUCKMAN MAYNER ARCHITECTS SERRA Gl JEST HOUSE SCTM# 1000 27-03-5.14 STRUCTURAL NOTES t,Juyr.'r Al(;hih,< ts AOD 0)#5 BAR x LONG AT EACH CORNER, ~fRICAL AT SLAB ON GRADE W~LL OR SLAB OPENING, OR SLAB OLATION OPENING SHALL EXTEND 24" BEYOND ~-sAi~HNE EDGE OF TBE OPENiNG --ADD (2)#5 BARS x 3'-0" LONG AT EACH CORNER, TYPICAL AT WALLS TYPICAL REINFORCEMENT AT OPENING IN CONCRETE NOT TO SCALE /~-~ 1/4" MAX, SAWCUT JOINT OR APPROVED PREFORMED JOINT DEVICE. ~. CUT OUT 1/2 OF REINFORCEMENT ~// BACK FROM CENTERLINE OF JOINT x--T~-.~ x x ~ x~ SLAB CONTRACTION JOINT SCALE: 1"=1'-0" 6 x 6 P,T. POST, CENTERED SIMPSON ABE66 POST lo"e CONCRETE FIN. GRADE #4VER~CAL BAR CONCRETE - USE SIMPSON POST CAPS THE TOP OF ALL POSTS TYPICAL 5/8"¢ x 12"' ANCHOR ROD WHERE BEDROCK IS EHCOUN]ERED, CHOP ROCK _ROUGHLY LEVEL AT BASE 0£ PIER AND GROUT #4 BAR 6"INTO ROCK. EACH WAY 5" CLEAR TYPICAL DECK POST DETAIL SCALE: 1" 3/4" SEALANT AT 1" F DISCON~NUE 1/2 OF CBT ALT, BARS ON WATERSTOP AT ALL ~-3/4" CHAIMFER WHERE EARI~I IS RETAINED AT AT UNEXPOSED A HEIGHT ABOVE THE ADJACENT AREAS SLAB (TYP.) CONCRETE WALL CONTRACTION JOINT SCALE: 1" = 1'-0" LAMINATED LAMINATED 4-2x6 3-2x6 SEALANT AT LAP OARS 24 DIAMETERS EXPOSED ARE~ FIRST POUR I SECOND POUR SEE CON.ACTION dOINT DETAIL FOR NOTES REGARDING WATERSTOP, JOINTS, AND SEALANT, CONCRETE WALL CONSTRUCTION JOINT SCALE 1" = FACE OF 'x BUlL P T, 2x LEDGER~ P,T, JOISTS ,~,~ -, ~ 16" O,C. ' HDG OR Z-MAX JOIST HANGER TYPICAL 2 - 1/2"¢ GALVANIZED LAG SCREWS AT 16" OC, INTO 3 1/2" MINIMUM SOLID WOOD, 2 - 1/2"¢ OALV THROUGH-BOLTS AT 16" O.C. INTO SINGLE 2x RIM JOIST, 2 - 1/2"¢ S,S. THREADED ROBS 4" INTO STONE OR CONCRETE ANCHORED W1]H HILTI HIT HY150 ADHESIVE SPACINGS MAY BE INCREASED TO 52" O.C. WHERE JOIST SPAN IS 7'-0" OR LESS. BEE ARCHITECTURAL DRAWINGS FOR WATER-PROOFING DETAILS DECK LEDGER SECTION SCALE: 1" = 1'-0" 3/8"x1" GROOVE TO RECEIVE BACKER ROD AND SEALANT (OMIT AT CRAWLSPACE) OR PIER EXTEND VAPOR BARRIER UP WALL AS BOND DREAR TYP. SLAB EDGE SCALE: 1"=1' 0" SUBFLOOR FASTENED TO NAILER 2x NAILER WIDTH TO MATCH BEAM TOP FLANGE 1/2"¢A507 BOLTS 24"0 C. STAGGERED SEE PLANS 2x NAILER ON STEEL BEAM ADD FIBER REINF, TO SLABS COVERED W/ STONE OR TILE ~, ~.~"~ 6x6 w2.gxw29 W.W.F, SHEETS L"l,O, MIL POLY, VAPOR BARRIER ~6 SUBBASE SUBGRADE: UNDIS~RBEO BOIL OR FILL COMPAC~ TO gs~ OF MAXIMU~ DENSI~ AT OPTIMUM MOIS~RE CONTENT. 4" SLAB ON GRADE W/ VAPOR BARRIER SCALE: 1'=1'-0" (12" O.C iF SHEATHING IS 1/2" OR LESS) HURRICANE BE- I/il IVl I//I AT 16" O.C BACK SPAN MUST BE II/I DOUBLE RAFTER IF BACK SPAN IS GREATER THAN 24* SEE ROI3F FRAMING PLAN FOR ADDITIONAL INFORMATION TYPICAL OUTRIGGER RAKE NOT TO SCALE Ali i!RAWINC'*. '7.PI CI[ ICAIION~;. PI_AN'.;. IDrA',, (;IUi;KMAN MAYNI R ARCIIIILC[U WFIEIHER TfI[ l'l/OJli;r ION WNICII lilLY AkL MAD[ I'; EXFCHIHi OR blDf filLY WHd: tRLAILIk [VOEVE8. DLVFLOPH) AND PRODUCED IOk fill L,OLL USE ON &Nil IN CON NICIION Wlllt fHh PR{)JH;T AND NONE OF TN[ ABOV[ ~AY DF [)l'~d O~;I i)0~ filVEN lO Ok U~E[) BY ANY PENSON, I IRM Dk CORI'~)RAIION FOR ANY UfiE 01~ F'I~I?I'O';L WlIAK;OI Vi R INCIUDINb ANY OFIIER PRO- JFCI, LX(,II'I Iii'ON WRd[FN F'I:RM[S'.;JON AND [)llO r ~IUN OI ¢,UEKMAN MAYN[I,', AI~CNN[C[L NO DATE SUBMISSION hltRVLflN~ d[)(J (/';[[,lllfJPI AVGrIID' It,v,~hG,d. NY I1')()1 Mil' [NCINLII~ ,,ri] I~111, Aw'mm, ',ll:~l¢IdkAI IHI.INFIR N~.... [)*dhlrid. dO MHr¥'. IiiiD' STEEL COLUMN SEE PLANS 6"xlO"x3/4" BASE PLATE /-ON 1/2'" OROUT (2) 3/4"¢ ANCHOR BOLTS ~ W/ 12" EMBEDMENT AND 3" HOOK COLUMN ON FDN. WALL SCALE: 1 =1 -0 I}IREADED HARDENED- STEEL NAILS, ADJACENT NAILS DRIVEN FROM OPPOSITE FACES OF BUILT UP MEMBER NAILING SCHEDULE FOR BUILT-UP COLUMN~ NOT TO SCALE COMMON NAILS (L=4 1/2") MAX. OUTER THIRD OF SPAN ONLY FOR NOTCHES FOR HOLES MAX MiN. JOIST DEPTH, .1/6 JOIST DEPTH, MAX. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED ONE-SIXTH THE DEPTH OF THE JOIST AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD OF THE SPAN WHERE JOISTS ARE NOTCHED ON TBE ENDS FOR A LEDGER, THE NOTCH SHALL NOT E~XCEED ONE-FOURTH THE JOIST DEPTH HOLES DRILLED OR BORED IN JOISTS SHALL NOT BE ~THIN 2 INCHES OF THE TOP OR BOTTOM OF JOISTS. AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE JOIST. NOTCHING AND BORING OF STANDARD DRESSED LUMBER JOISTS SCALE: 1" = 1' 0" SHEAR BLOCKING BETWEEN RAFTERS/TRUSSES, RIP TO MATCH HDGHT AND SLOPE OF RAFTERS/TRUSSES, 4- 8d NAILS PER BLOCK 2' MAXIMUM ALLOWABLE V-CUT TYP. SHEAR INSTALL HURRICANE ~EB AND BLOCKING BEFORE SHEATHING USE 2x SAWN BLOCKING AT SAWB RAFTERS & WOOD ~USSES USE 1" MIN LSL BLOCKING A7 ENGINEERED LUMBER RAFTERS. BLOCKING AT EAVE SCALE: 1" = 1'-0" BLAB #4 DOWEL 12" 0 C MAX, CONCRETE OR MASONRY FIREPLACE BASE CANTILEVER HEARTH SLAB DETAIL SCALE: 1"=~'-0" GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-03-3.14 STRUCTURAL D ETAI LS SECTION SCALE: 1" = 1'-0" 10 RAFTER SIMPSON CS-t6 STRAP WITH 3 - 10d NAILS INTO AND BELOW 0 16" O,C. ~N~2x6 0 16" O.C STUD WALL STUD WALL FYPICAL SIMPSON CS-16 STRAP WITH 5 lOd NAILS INTO STUDS AND RIMBOARD BELOW · 16" O.C. SIMPSON SSP ~IE WI~TI 4 - 1Od NAILS INTO RIMBOARD AND 1 - 1Od NAIL AT 16" O.C. GRADE ~ TYPICAL HURRICANE TIE SECTION SCALE: 1" : 1'-0" SECOND FLOOR FIRST FLOOR JOIST USE P,T, PLYWOOD FOR SOTTOM~ SREATUING COURSE WOOD DECK PER ARCH. - 3/4" SUBFLOOR 2xBP.T. DOUB~ JO~ST P.T. 2 x 8 LEDGER SEE TYPICAL DETAILS STEEL SECTION 7/8" AdS 25 TYPICAL 2 x 8 P,T, SILL PLATE SECTION BRADE~ ADDITIONAL #5 BAR- AT TOP SLAB f SEE PLAN x lB" x 18" BENT BAR @ 2'-0'" O,C, 18" OC 4 0 18" O.C #5 S SECTION SCALE' f' = 1' 0" 2 x 6 0 16" USE Pt PLYWOOD FOR BOTTD SHEATHING COURSE RIM 3/4" x 12" ANCHOR 048" OB, SUBFLOOR 11 7/8" AdS 25 DIREC~ON SEE PLAN GRADE~ O 18" O.C. HORIZONTAL @ 18" O.C. VER~ICAL z DOWELS O 18" O.C SLAB ON GRADE J-SEE PLAN o SECTION SCALE, 1" = ,[ j II i'_;'hL I:/C:, All IIkAWlN/;',, :J'I(IIILAIIONq, PLANS, Ah%flNCI MFHF'; ANI) UI SH,NS h'l I'Nt SI Nll I) Ok ~?IH kk[ 0 IN Aid JIlL PNOPI I,'IY OI ANN OWNED Gl IK:KMAN MAfNF 14 Ale IffTI CFb wltE[llER [HE I'kOJ[CI I(]t~ Wltl('It lilly Aid MADF IS FXICIII[D Ok NiP [hl'F WiRI [INAFID, iVOIV[N, []IVILOPEh AND I'kOI~UC[ DIGIT llil COIl IJSI ON AND IN CON NICIHN Wi]Iff lib I[/N,[[C[ AND NON[ GE lliF A[JOVt H N',oN, I IkM Ok C()Id'fiRA]ION IOl~ ANY USI i'dNPO'J WlIA]SOl VI I~ INl'l UPlNC ANY Ollll R PN~ ,IICI, I X(II'I Hr'UN WrdlllN P[RMIbSION ANIJ I)[kl CllqN fll q IIFkk~AN MAYNI R Ai~CIIIH ElS NO. DATE SUBMISSION I~:/,rh,¢d, Nr i lqHI Mt r, i NClN/I I' ',lJhll IlJkA[ ] U(,IFH I R [~,,' [)41qnrl, I~[ dh m, ny', [dill G[UC KMAN ~AYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 S1 RUCTURAL SECTIONS GENERAl NOTE: /Nad HOF~IZONTAL ATTIG 1050 1050 (STUH) DATA (Hz) (,,s,h lpg) P~h'91CAL DATA (,AMPS) (INGH~-~) (STUH) tLS,) ~7,:25" x 40" x 3S,S" DSO Lx~VxH (INCHED) 12" x 1~-"~ FLOW (5~BD ON T=IO' ) ALL DRAWINGS, SPECIFICATIONS PLANS, IDMS, ARRANGEMENTS AND DESGNS REPRESENTED OR REFERRED TO ARE THE PROPERff OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHBHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT, THE'( WERE CREATED, EVOLVED DEVELOPED AND PRODUCED FOR THE SOLE USE ON AND N CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY O~ER PRO- JECT, EXCEPT UPON WRI~EN PERMISSION AND DIRECTION OF GLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 11/7/08 ISSUED FOR FILING SURVEYOR Young & Youn9 400 Ostronder Avenue Riverhe~d, NY 11901 MEP ENGINEER HaninDton EnDineering Consultants 501 Fifth Avenue, Suite 1809 New York, NY 10017 STRUCTURAL ENGINEER Ross Dalland, P.E. 40 Mary's Lane Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-3.14 ORCHARD STREW, ORIENT, NEY/ YORK PROJECT NO. MECHANICAL SPECIFICATIONS & EQUIPMENT SCHEDULES SCALE: AS NOTED DATE: 18 SEPTEMBER 2008 BRAWN: JPK M 1 CAD FILE', 803 PLANS © Copyright 61uckmBn Mayner Architects ZONE1 HVAC ZONE 2A HVAC ZONE 2B 2ND FLOOR I'flECHANI,CAL. PLAN ~CALE: 1/~-"=1'-O" GENERAL NOTE: ALL DRAWINGS, SPECIFICA]]ONS PLANS, IDEAS, ARRANGEMENTS AND DES GNS REPRESENTED OR REFERRED TO ARE THE PROPER]7 OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH ney ARE MADE iS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED, DEVELOPED AND PRODUCED FOR ME SOLE USE ON AND iN CON- NECTION WITH THIS PROJECT AND NONE OF ME ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON, FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT EXCEPT UPON WRI~EN PERMISSION AND D RECTON OF GLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 11/07/08 ISSUED FOR RUNG SURVEYOR Young & Young 400 Ostr~nder Avenue Riverhead, NY 11901 ~P-.OUNE) FLOC)P-. hlECHAN[CAL PLAN ¢CALE: 1/z~"=1'-O" MEP ENGINEER Honington Engineering Consultants 501 Fifth Avenue, Suite New York, NY 10017 1809 STRUCTURAL ENGINEER Ross Dalland, PmE. 40 Mary's Lane Stone Ridge, NY 12484- UP BI PUMP~ HVAC ZONE 1 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-3.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO, GROUND FLOOR, 1ST FLOOR &: 2ND MECHANICAL PLAN FLOOR SCALE: AS NOTED DATE: 18 SEPTEMBER 2008 DRAWN: JPK M CAD FILE: 803 PLANS FLOE)P. hlEGHANICAL- PLAN SCALE: 1/,4-"=1'-O" © Copyright Gluckmon Moyner Architects FLEX CONNEGTIOh MIN. LOCATED TO A/H / ¢" LA~ BOLTS (TYPICAL) ~ UNISTRUT SUPPORT CONDEN~AI~ 1~¢" COPPEF~ ROUTED) TO FUNNEL D12-AIN FUNNEL DC/KIN BY PLUMEER HORIZONTAL WATEP` SOUP. CE HF_.AT PUIvlp DETAIL SCALE: N.T.~. IN ATTIC COIL AIR P[ANDL[NG - UNIT FLEX CONNECTION 4" LONG l"xl'x~' ANGLE IP. ON SECURE[:) TO FLOOR WITH ~" BOLTS (TYPICAL) VEP`TICAL AlP- HANDLEP` DETAIL DUCT BIZE HANGER SIZE hl. AX. BImACING UP THF~U 2 SQ. FT. 1"X 1A6' 8' - 0" THRU ~ ~. ~ 1" X 1/~' 8' - 0" TH~U 10 BO. ~. 1" X 1/8" ¢' - 0" OVE~ 10 ~Q. ~. 1' X 1/8" ~ - 0" ~PICAL DUCT HANGING DETAIL (TYPICAL) COh'IPP-ESSOP./CONDENSEP- hlOUNTING DETAIL SCALE: N.T.S. B-I TO DHW-1 ,, _¢ RFP 1 BOILEP-. PIPING SCHEMATIC NUTS NOTE: / / ~IODEL ~30N OF~ EQUAL (TYPICAL) EXHAUST FAN HANGING DETAIL SCALE: N.T.S. TYPICAL ELBOW DETAIL TYPICAL SPLITTEP- DAMPEP- DETAIL SCALE: N.T.~. 1" PIlN. ON TOP ~ 1" hllN. ON TOP AND BOTTOh'I 1/4 BRANCH DUCT fq/NN DUCT WIDTH, BUT MIN. 4' DETAIL - TYPICAL BP`ANCH TAKE-OFF FITTING GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS P~NS, ID~S, ARRANGEMENTS AND DES GNS REPRESENTED OR REFERRED TO ARE THE PROPERLY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED, EVOLVED DB/ELOPED AND PRODUOEB FOR THE SOLE USE ON AND N CON- NECTION WITH THIS PROJECT ANB NONE OF THE ABOVE ~Y BE DISCLOSED OR giVEN TO OR USEB BY ANY PERSON FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER NOLUDINO ANY OILIER PRO- JECT, EXCEPT UPON WRITTEN PERMISSION AND DIRECTION OF DLUCKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 11/07/08 ISSUED FOR FILIN~ SURVEYOR Young & Young 400 Ostrander Avenue Riverhead, NY 11901 MEP ENGINEER Hanington Engineering Consulta nfs 501 Fifth Avenue, Suite New York, NY 10017 1809 STRUCTURAL ENGINEER Ross Dalland, P.E. 40 Mary's Lane Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITEC]S SERRA GUEST HOUSE SCTM# 1000-27-03-5.14 ORCHARD STREET. ORIENT, NEW YORK PROJECT NO. MECHANICAL DETAILS SCALE; AS NOTED DATE: 18 SEPTEMBER 2008 DRAWN: JPK M CAD FILE: 803 PLANS © Copyright Gluckman Mayner Architects LEGEND ~ ....... '~ ~/~ITAI~Y LINE BELOW ®p~x~E ~- H VENT PiPiNG ~--- - - ~ 4~ WATER BUPPLY LINE ~ __~ COLD WA~R BUPPLY LINE ~ 4 LOC~ B~L V~VE CHUT-OFF ~ MIXING VALVE lZ2'' NEW G'Vv' CERVIGE FROM WELL l~r~ VALVE ROOF ATTIC CP-1 ¢2' I IM P-~ OW WM lZ2'' CW~-- 1~" HW5 ~" HWR , - I P-1 P-1 z,,~ 1_ 2N[D FL 1ST FL BASEMENT /IL~. V.T.R. ROOF P-2 P-1 __l i='lk I B-= I ATTIC I~T FL d:" SANITARY -- GAS GAS--- GAS PIPING I IAGP-,AM SCALE: NTS GENERAL NOTE: ALL DRAWINGS, SPECIFICATIONS. PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERLY OF AND OWNEB BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUED OR NOT. THEY WERE CREATED. EVOLVED, BEVELOPED AND PRODUCED FOR THE SOLE USE ON AND IN CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY BE DISCLOSED OR GIVEN TO OR USED BY ANY PERSON. FIRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT EXCEPT UPON WRllTEN PERMISSION AND DREOTON OF GLUOKMAN MAYNER ARCHITECTS. NO. DATE SUBMISSION 11/07/08 ISSUED FOR FILINB SURVEYOR Young & Young 400 Ost. ronder Avenue Riverheod, NY 11901 MEP ENGINEER Honington Engineering Consultonts 501 Fifth Avenue, Suite New York, NY 10017 1809 STRUCTURAL ENGINEER Ross Dollond, P.E. 40 Mory's Lone Stone Ridge, NY 12484 GLUCKMAN NAYNEH ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-05-5.14 ORCHARD STREET, ORIENT, NEW YORK PROJECT NO. PLUMBING SPECIFICATIONS &: RISERS SCALE: AS NOTED DATE: 18 SEPTEMBER 2008 DRAWN: JPK ? 1 CAD FILE: BO3 PLANS © Copyright Gluckmen Moyner Architects GENERA[ NOTE: 1 GP-.OUNIP FLOOR PLUiVlBING PLAN SCALE: 1/~-"=1'-0" ~ I I I I 1ST FLOOP-- PLUMBING PLAN SCALE: 1/,¢"=1'-0" Il ~EE FLOOR PLUhlBIN® PLAN BCALE: 1/~-"=1'-0" ALL D~WlNGS, SPECIFICATIONS. PLANS, IDEAS, ARRANGEMENTS AND DESIGNS REPRESENTED OR REFERRED TO ARE THE PROPERLY OF AND OWNED BY GLUCKMAN MAYNER ARCHITECTS WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY WERE CREATED. EVOLVED DEVELOPED AND PROUUCED FOR THE SOLE USE ON AND N CON- NECTION WITH THIS PROJECT AND NONE OF THE ABOVE MAY DE DISCLOSED DR GIVEN TO OR USED BY ANY PERSON, RRM OR CORPORATION FOR ANY USE OR PURPOSE WHATSOEVER INCLUDING ANY OTHER PRO- JECT EXCEPT UPON WRI~EN PERMISSION AND D RECTON OF GLUCKMAN MAYNER ARCHITECTS, NO. DATE SUBMISSION 11/07/08 ISSUED FOR FILING SURVEYOR Young & Young 400 Ostronder Avenue Riverheod, NY 11901 MEP ENGINEER Hanington Engineering Consultonts 501 Fifth Avenue, Suite New York, NY 10017 1809 STRUCTURAL ENGINEER Ross Dalland, P.E. 40 Mary's Lane Stone Ridge, NY 12484 GLUCKMAN MAYNER ARCHITECTS SERRA GUEST HOUSE SCTM# 1000-27-03-3.14 ORCHARD STREET, ORIENT, NE~/ YORK PROJECT NO. GROUND FLOOR, 1ST FLOOR & 2ND PLUMBING PLAN FLOOR SCALE: AS NOTED DATE: 18 SEPTEMBER 2008 DRAWN: JPK P 2 CAB FILE: 803 PLANS © Copyright Gluckmen Mayner Architects