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Home My WebLink About34389-ZTown of Southoid Annex 54375 Main Road Southold, New York 11971 10/11/2011 CERTIFICATE OF OCCUPANCY No: 35225 Date: 10/11/2011 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1430 ESPLANADE SOUTHOLD, SCTM #: 473889 Sec/Block/Lot: 88.-6-13.46 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 12/2/2008 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with covered porches, screened porch, patio and second floor balcony as applied for. Lot No. filed in this officed dated 34389 dated 1/15/2009 The certificate is issued to JSF Partnership (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 9/28/11 R10-08-0027 8/17/11 34389 6/17/11 P~v3ic Plumbing ,&, Heating JA~'r~z~l/~ -~r¢ FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34389 Z Date JAiqUARY 15, 2009 Permission is hereby granted to: JSF PARTNERSHIP PO BOX 1164 M3~TTITUCK,NY 11952 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH SCREENED PORCH, OPEN PORCHES & TERP-ACE AS APPLIED FOR PER PLANNING BOARD at premises located at 1430 County Tax Map No. 473889 Section 088 pursuant to application dated DECEMBER Building Inspector to exl~ire on JULY ESPLD~NDJ)E SOUTHOLD Block 0006 Lot No. 013.046 2, 2008 and approved by the 15, 2010. Fee $ 4,451.20 Authorized Signature COPY Rev. 5/8/02 Form No. 6 TOWN OF SOUTItOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be fdled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final mlrvey 9f property with accurate location of all buildings~ propexty lines, streets, and unusual natural, or topographic features. 2. Final Approval from Health Dept. of water supply and sewernge, qlisposal (S-9 form). 3.. Approval of electrical installation from Board 0f Fire Underwriters. 4. Sworn statement from plumber certifying tha~ the solder used in system contains le~s than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residenoes and similar buildings and installations, a certificate of Code Compliance from amhitect or engineer responsible for the building. 6, Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and~unusu&l natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the masons therefor in writing to the applicant· C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, · Swimming po01 $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $t00.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificat~ of Occupancy - $50.00 · 5. Temporary Certificate of Occupancy ~ Residential $1.5.00, Commercial $15.00 Date. ~/ New Construction: Looation of laroperty: I C~2')('') House No. · Owner or Owners of Property: · '8uffolk .County Tax Map No 1000, Section Subdivision Old or Pm-existing Buil~ing: . Block Lot . Date of Pea-mit. / (check one) Filed Map. Applicane Planning Board Approval: Underwritc~ Approval: Hamlet Request for: Temporary Certificate Final Certificate: (check one) Aonhcanl g~natutfie Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-1802 BUILDING DEPARTMENT TOWN O]ff $OUTHOLD CERTIFICATION Date: Building Permit No. ~ ~c4 :Z~ee~5OI Plumber: lead. ~l~e print) 01~e print) ' [ I ~ai~ ~t ~e ~ld~ ~ ~ the water ~ply s~t~ con~ 1~ ~ ~10 of 1% Sworn to before me this ~(~,,~, ~ day of~ 20 l / Notary Public )~:~?~CountY No. 01S14844752 {l~fied in $~d~ C~iy Commi~4~n Expire S~t. 30.~2,,y/~, 3 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ New York I 1971-0959 Telephone (63 l) 765-1802 Fax (63 l) 765-9502 ro.qer r chert~,town.southold.ny.us BUILDING DEPARTMENT TOWN Ol* SOUTItOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION =ssued To: John Fallon ~,ddress: 1430 The Esplanade City: Southold St: NY Zip: 11971 ]uilding Permit#: 34389-35096 Section: 88 Block: 6 Lot: 13.46 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE .~ontractor: DBA: G&S Electric License No: 578-e SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commedcal Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ CeilingFixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Main Panel NC Condenser Single Recpt Recessed Fixtures Sub Panel NC Blower Range Recpt Fluorescent Fixture Transformer Appliances Dryer Recpt Emergency Fixtures Disconnect Switches Twist Lock Exit Fixtures Other Equipment: Smoke Detectors CO Detectors Pumps Time Clocks TVSS 400a underground service, 2 exhaust fans, 4 paddle fans, 4 ARC fault circuit breal stand by generator with transfer switch, POOL and SPA include, bonding, 4 pumps, 2 gas heaters, I spa blower, 2 control panels Notes: Inspector Signature: Date: June 17 2011 81-Cert Electrical Compliance Form INSPECTION [~OUNDATION 1ST [ [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE '~-- { ~-- 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 /INSPECTION ] F/O/UNDATION 1ST [ ] ROUGH PLBG. / FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST [/~ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY INSULATION FINAL ] FIRE SAFETY INSPECTION REMARKS: ] FIRE RESISTANT C0NSl'RUCTI0# [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [,~LATION . ~.~' ~-' [ ~FRAMIN~ [ ] FINAL ~.~ ~ ~-~/ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUC'nON [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ~ [ ]/~UNDATION 2ND [ ]INSULATION [r//]' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE _~0 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION ] FOUNDATION 1ST [ ~,']~ ROUGH PLBG. [ ]FO~UI(DATION 2ND [ ]INSULATION [~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ f? DATE ~ INSPECTOR ~..~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION REMARKS: ~FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] F~CTION [ ] FIRE RESISTANT CONS~UCTI0N [/'~ FIRE RESISTANT PENETRATION REMARKS: ~-~/~ ~'~- DATE INSPECTOR~~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND ~'~INSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRLICTION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INFLATION [/~FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESIST, M4T CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRIC~ (ROUGH) ~ [ ] ELECTRICAL (FINAL) ~ REMARKS.L~~/~ ~._~/~__ C/%~ _~/~/? _~L/~;,~., DATE ~///~~/ iNSPECTOR ~/~~~ WEBER 52 NOYACK PATH, ~0 BOX 1~74), WATE~ bILL, I~ YORK 11976 41 EAST MAPLE ROAD, C_~AWN, l'~ YC~, 11740 March 15, 2010 Town of Southold Building Department PO Box 1179 Southold, NY 11971 BLDG TOVVN OF SOUTHOED TEL 6~1' 754-5555 FAX ~,1,26HC~4 FALLON RESIDENCE Esplanade (Avenue of Trees), SouthoM (Bayview), NY SCTM # 1000-88-0~-15.46 Attention Building Department: As architect for the Fallon Residence, I can verify that rafter to rafter strapping across the ridge was installed. Please contact me with any questions or comments. Thank you very much. FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION ('ST) ..................................... &/~ ~ ~ 44: 9 W4 FOUNDATION (2ND) INSULATION PER N. Y. STATE ENERGY CODE . FIN~ ADDITION~aMMENT~ ~ TOWN OF ~OUTHOLD 'BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined t'//ff , 20 O~ Approved I,//,5, 20 O? Disapproved a/c Expiration /' b, 20 /19 PERMIT NO. ~3 ~f ~ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Cgm Phone: 6{o2~ Building Inspector APPLICATION FOR BUILDING PERMIT Date ~l~t~l~ r)~ ,20~52~ 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 promises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (S~igna~~or name, if a corporation) (Mailing ad'dress of applicant) applicant is owner, lessee, agen~gineer, general contractor, electrician, plumber or builder State whether Nameofownerofpremises ,,~"¢~ q,,~xiZ;l'14~21/Eff~,~::~' (.D'~:q~,o F,(s'L~n.~5 (As on the tax rol~ or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No..~.~O,C.¥~. Co~o-~?,.u/,T. vot4 Plumbers License No. ~v~--l,l~O(~ Electricians License No. P~v.~h~ Other Trade's License No. L~c~ati°n°fland°nwhichpr°p°sedw°rkwillbed°ne: E~,.~_~Sr~ ~ (~'4/t2~3~(o OIl"IR blouse Numb~ ' Street ' ' ~ Hamlet County Tax Map No. 1000 Section 0~ Block ~ ~ q . . Lot "'[~ Subdivision ~ ~~ Filed Map No_. ~ ~ ~t ~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ~ ! ,./]..t:Z>~ O~51~ Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. .-' 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear .Depth 9. Sizeoflot: Front I 0. Date of Purchase Dimensions of same structure with alterations or additions: Front Depth Height Dimensions of entire new construction: Front 1,5> ~ Height 2>iL~ Number of Stories Number of Stories Rear <~-~' .2_ Depth I¢"]/r}o) Name of Former Owner 11. Zone or use district in which premises are situated .Depth Rear 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO >~. 13. Will lot be re-graded? YES >~ NO 14. Names of Owner of premises Name of Architect Name of Contractor Will excess fill be removed fi'om premises? YES__ NO ~, Address i,n~D~ MF[. llOS%Phone No'SD ~cJ (3- ~ Address~hone No (65~ 1~-~ Address ~.v. ~_q~ PhoneNo.~ak}~S~-~[q 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES /M. * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES ~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) ~P.~BO~/~6fr.~ ~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the · (Contractor, g~__~,~rporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swo~n~ before me thi~ ?/,.-~ dayof JJ~ 200~ NonPublic S~gnature James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 12, 2008 Mr. Frederick R. Weber, R.A. P.O. Box 1374 Water Mill, NY 11976 RE: JOHN & SUSAN FALLON ESPLANADE (AVENUE OF TREES), SOUTHOLD SCTM# 88-6-13.46 Dear Mr. Weber: The Southold Town Board of Trustees reviewed the survey prepared by Frederick R. Weber, last dated January 23, 2008 and received on January 25, 2008, and determined the proposed work of constructing a new dwelling, porches, patios, detached garage, driveway, swimming pool, sanitary system, and fill 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;-s'edime*nTatio~, or disturbance-of anykind may take pYace 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. If you have any further questions, please do not hesitate to call. Sincerely, James F. King, President Board of Trustees JFK:eac Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, I~' 11971-0959 BUILDING DEPARTMEN2' TOWN OF $OUTHOLD APPLICATION FOR ELECTRICAL INSPECTION Telephone (63i) 765-I802 , ~'ax (631) 76~-,95Q2, ro.qer, ricnert~,town.soutno~a.ny.us / REQUESTED BY: Company Name: Date:_4~'////O/l! Name: License No.: Address: Phone No.: Itq7/ JOBSITE INFORMATION: (*Indicates required information) *Address: *Cross Street: *Phone No.: (~ ~. f 7,~q Permit No.: ,~ c-.; 0 ~ (c- Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: Temp Information (If needed) *Service Size: 1 Phase *New Service: Re-connect Additional Information: L oq 82-Request for Inspection Form (~)/NO Rough In ~ YES ~) 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM · PROPERTY LOCATION: S,C,T,M.#: Item Number: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADING, DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAl. IN THE STATE OF NEW YORK. District Section Block Lot (NOTE: A Check Mark (~) for each Question is Required for a Complete Ap¢icatioe) (This item will include all run-off created by site clearing and/or construction activities as well aa all Site Improvements and the permanent creation of impervious surfaces.} 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? _/ This Item shall inctude all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! 3 Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural ["~ ~ Existing Grade involving more than 200 Cubic Yards of Matedal within any Parodi? 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? L,~ V__ 5 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Se?ch? 6 oneWill there be Site preparafi°n °n Existing Grade Sl°pes which Exceed Fil~een (15) feet °f Ve~ical Rise t° r'~ JHundred (100') of Horizontal Distance? __ 7 intoWill and/orDdVewayS'in heParkingd rect onAreaSof a Town°r otherdght_of.way?lmpervious Surfaces be Sloped to Direct Storm-Water Run-Off 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Righ -of-Way or Road Shoulder Area? __ (This item will NOT include the Installation of Driveway Aprons.) Will this Projecl Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? Ye~s N~o NOTE: If Any Answer to Questions One through Nine is Aoswered with a Check Mark in the Box, a Storm-Watar, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Does this project meet the minimum standards for classification as an Agdcultural Project? Note: If You Answered Yes to this Question. a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Required! Yes No STATE OF NEW YORK, , cot N Y dE That I, ... , ...... bcll/g (J~lit sw{, !~ ([~})oscs ;llld s~ys that he/she is d~e apphcant for Permit, (Name of individual signin9 Document) make a~d tile []lis al)plication; Olaf all statclnc:li:,: ,;,;,liB, ( iii l a0 i a t t c to die besl of las h~owlcdge ~d belief; ad d~at thc work will be performed in Sworn t( bctbre mc tiffs; .......... ........... Noba~b, Public: ............ ........ ........ ORM - 06/07 WEBER 52 NOYAC< PATH, ~0 BOX 13741, WATI~ IViI._L, ~ YOffi( 1~976 41 EAST MAPLE ROAD, C-_,-_~AWN, hl~ YORK, 11740 TB.- 631,754-5555 FAX 631 · 261-1084 December 2, 2008 Town of Southold Building Department PO Box 1179 Southold, NY 11971 RE: FALLON RESIDENCE Esplanade (Avenue of Trees), SouthoM (Bayview), NY SCTM # 1000-88-06-13.46 Attention Building Department: Attached please find an Application for a Building Permit for a New Residence for John & Susan Fallon. Also included are the following items: 1- Four (4) copies of the Building Plans 2- Two (2) copies of the existing Survey 3- Plumbing Schematic 4- Copy of NYS DEC Letter of Non-Jurisdiction 5- Copy of Town of Southold Trustees Letter of Non-Jurisdiction 6- Copy of Suffolk County Health Permit 7- Storm Water RtmoffAssessment 8- ResCheck Energy Code 9- Check- Town of Southold Please review the enclosed application and process for a Building Permit. Please contact me with any questions or comments. Thank you very much. VeA3~ truly yours, FREDERICK R. WEBER, R.A. DECLARATION OF COVENANTS AND RESTRICTIONS FOR THEODORE LAOUDIS AND ANGELA LAOUDIS This declaration made the ~ ~ day of ~6~ 1995, by Theodore Laoudis and Angela Laoudis residing at 23 Buren Court, Cresskill, New Jersey (hereinafter referred Van to as "Declarant" ) LC~ s WITNESSETH WHEREAS, Declarant is the owner in fee simp%e of certain premises situate at Southold, town of Southold, Suffolk County, New York described on the Suffolk County Tax Map as District 1000, Section 088.00 Block 06.00 Lots 013.001~ 004.000 ~ and 005.000 as more fully described in the attached "Schedule A" and, WHEREAS, the Southold Planning Board, by resolution made on OCT. ~q, %q ~ ~ , granted final subdivision plat approval of the property described in schedule A, as shown on the map of Henderson & Sodwell, dated ~ WHEREAS, the final subdivision approval was conditioned upon the filing of certain covenants and restrictions, NOW, THEREFORE, in compliance with the resolution of said Southold Town Planning Board, Declarant herein declares that the lands described in Schedule A is held and shall be conveyed subject to the following covenants and restrictions which shall run with the land: 1. No lot shall be subdivided or its lot lines changed in any manner at any future date unless authorized by the Town of Southold Planning Board. 2. Clearing on privately owned lots within the eubdivision shall be limited as follows: LOT SIZE 20,000 square feet (1/2 acre) 30,000 aquare feet (2/3 acre) 40,000 square feet (1 acre) 60,000 square feet (1 1/2 acre) MAXIMUM CLEARED 60 percent 58 percent 57 percent 46 percent No more than 15 percent of each lot shall be placed in fertilized vegetation. 4. No open space or privately owned lot within the subdivision shall be further subdivided in the future. 5. No docks or other structures to Peconic Bay shall be allowed or constructed from Lot numbers 42, 43 or 44. However, a pedestrian walkway of up to 15 feet in width to Peconic Bay shall be allowed for each lot. These walkways shall be subject to appropriate permits, if required, from the Southold Town Trustees and the New York State Department of Environmental Conservation. 6. All stormwater runoff resulting from development and improvement of this subdivision or any of its lots shall be retained on site by adequate drainage structures so that it will not flow into Peconic Bay, the tidal and freshwater wetlands and the ponds that exist on the site. 7. Erosion and sediment control measures shall be required during and immediately after construction on each lot to insure that stormwater runoff will not carry eroded and other deleterious materials into and the tidal wetlands bordering the Peconic Bay or the wetlands on the site. 8. Access to Lots 42, 43, and 44 shall be via a common driveway. 9. Access to Lots 24 and 25 shall be from Water Terrace only. These lots shall not have access on the thirty-three (33) foot right-of-way. 10. All grass established on site shall be of a type which requires no irrigation. This restriction shall apply, to all lots in the subdivision. 11. On-site wells for any purpose shall not be permitted on any lot in the Angel Shores subdivision. 12. The following terms shall apply to all common areas and all conservation easements located within the subdivision: a) No clearing of trees, disturbance of natural soils, or any other activity is permitted to occur, with the exception of the creation of foot trails for passive recreational activities, approved recharge basin construction and supplemental planting of appropriate native or near native vegetation. Pedestrian foot trails located within the conservation easements on Lots 42, 43 and 44 shall be limited to one walkway (10 - 15 feet in width) for each lot. (These walkways shall be subject to appropriate permits from the Town Trustees and the Department of Environmental Conservation) b) area. c) No bulkheading shall be permitted on ahy shorefront No structural improvements shall be per~itted in any area with the exception of the Park site. Structures proposed to be located within the Park site must be approved by the Planning Board, Southold Town Trustees and any other agency having Jurisdiction in that area. 13. All applications for building permits shall be reviewed by the Planning Baord prior to issuance of the building permit in order for the Planning Board to ensure that the plans are in accordance with the Findings Statement adopted in accordance with the State Environmental Quality Review Act. All bu$1ding permit plans shall indentify the extent of clearing and proposed grading in order to ensure that compliance is achieved. 14. These covenants and restrictions can be modified only at the request of the then owner of the premises with the approval of a majority plus one of the Planning Board of the Town of Southold after s public hearing. Adjoining property owners shall be entitled to notice of such public hearing but their consent to such modification shall not be required. 15. The Declarant grants the continuing right in perpetuity to the Town of Southold or any of its designated representatives to inspect any areas designated as open space, common areas or any similar nomenclature so as to insure continued compliance with the covenants, terms and provisions designated herein in regard to same and to insure that such covenants, terms and provisions have not been violated. 16. The Declarant grants the continuing right in perpetuity to the Town of Southold or any of its designated representatives to enforce the conditions and restrictions of the covenants as they relate to the open space, common area or nomenclature and to take any legal action it deems necessary to enforce the conditions and restrictions of the covenants. These rights of inspection and enforcement shall be binding upon declarant, their heirs, executors, legal representatives, distrlbuteee, successors, assigns and transferees. Theodore Laoudts Angela P ?'~aoudis State of New Jersey County of //J/~l ss.: On the ~/ day of ~.'~/'~ , 199~, before me personally came Theodore Laoudis, to me known to be the individual described in and who executed the foregoing instrument and acknowledged that he executed same. CAI.LIOPI MAKRIS I,IOTARY PUBLIC OF N~W J~RSEY State of New Jersey County of/j~g~ ss.: On the ~7/ day of f~xzT,,~ , 199~, before me personally came Angela P. Laoudis, to ~{e known to be the individual described in and who executed the foregoing instrument and acknowled~edAK~at he executed same. CAtLIOP[M NOTARY FUBLIC OF NEW JERSEY ., nllu.,,f'''"''' ,' . . . MYNotary¢01al~lSSlONPublic, my coml~iss~i;l~ ;~p~/e~%.,'''' New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631) ~.~.4-0365 · FAX: (631) 444-0360 Website: www.dec.state.ny.us LETTER OF NON-JURISDICTION TIDAL WETLANDS ACT John and Susan Fallon PO Box 1164 Mattituck, NY 11952 March 4, 2008 Re: Application #1-4738-03802/00001 Lot # 13.46 Avenue of Trees (Esplanade), Southold SCTM# 1000-88-06-13.46 Dear Mr. And Mrs. Fallon: Based on the information you have submitted, the Department of Environmental Conservation (DEC) has determined that the portion of the property between the 10' elevation contour on the northern side of the property and the 10' elevation on the southern side of the property, as shown on the attached site plan prepared by Frederick Robert Weber, dated 1/23/08, is beyond Tidal Wetlands Act (Article 25) jurisdiction. Therefore, in accordance with the curreut Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no eonstruction,~sedimentation~or-disturbance ofany-leind-may-take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. / 5ermrely' ~ . it~nistrator cc: F. Weber MHP File PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLGMON JOSEPH L. TOWNSEND MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cot. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Mike Verity, Chief Building Inspector From: Jerilyn B. Woodhouse, Chair ~,~ Members of the Planning Board ,JAN 1 2 3006 6LDG. 1T)WN OF $OUTHOLD Date: January 8, 2009 Re: Building permit for Fallon Residence lot 44 for the Angel Shores subdivision. SCTM# 88-06-44 The Planning Department is in receipt of your request for a residential building permit for the above referenced property located at Angel Shores. The final subdivision approval was conditioned upon the filing of certain covenants and restrictions that relate to lot 44. Based on review of the survey prepared by Nathan Taft Corwin III L.S. dated August 24, 2005 and last revised December 17, 2008 showing the location of the proposed building, it has been determined that the proposed is in compliance with the attached covenants and restrictions. The following restrictions for Iot.~44~ should also be noted: 1. No docks or other structures to Peconic B)q.y, shall be allowed or constructed from lot numbers 42, 43, and~4~4). 2. A pedestrian walkway of up to 15 feet wide to Peconic Bay shall be allowed. Walkways shall be subject to appropriate permits, if required, from the Southold Town Trustees and the New York State Department of Environmental Conservation. 3. All storm water runoff resulting from development shall be retained on site so that it will not flow into tl~Peconic Bay. 4. Access to lots 42, 43, and 44~hall be via a common driveway. Please contact his office if you have any questions. Thank you. · ~51INLI), CItEC14LIST IUILBIN~G PEt/g,IIT EX ' ~rchitect/Engincer: ~ (d)e~_e~ ................ Estimated Cost: CTM#_iflO0- ~ ~ 1'~.~ Subdivision: 'roperty Address: I'¢~ CS~]~ +:Date dubn?ittcd: :' /06/07 *Date Reviewed:_/' _/06/0 City: ~ Pre COs? luilding permits(Open/E×pired): }sp -Z/~ 0~Z__, info: BP P -Z;/C/0 Z- , info: BP , [nfo: ~Q. ~t Size: ~¢~T. ~fi~ ~_ '' ~Q. Lot Coy. ~Q. Front ACT. F~o~t ~ide ACT. Side ~Q Rear ~Q. He gl~ ACT. rojed Description: ~/b~ ~aterfroul ?~r N? Z / C/0 Z- , Inf¢ BP__ -Z / C/0 Z- ,[afo __ ACT. Lot C0v. PROP. Rear ,DDITIONAL API?P,©VA1,S REQU[ILED If uo, cet tificaliou ~ e<luir ed: '(cn N Received: 5' Noles: ,outholcl 7~ll.,k: h ~,~ N Date: _ / Pe~milfl: . ._ Notes:.~ ~ ,,~ ..... ~~ce ti>age Fee S(luctmc: CaLcuJMion: * Initial Fee: $ Actditiona] Fee (~): $ .... + Initial Fee: ~ Additional Fee ( ): ~ TOTAL: NEW YORK STATE CODE COMPLIANCE CHECICLI,~T CLIMATIC/GEOGRAPHIC DESIGN CRiTERiA: Gro~tnd Snow Load: 45 ~ Weathering: Severe ~ Frost Deptl~: 36" ~ Degign Temp: 11 - Ice Shield Underlay: ~8 USE/OCC~CY CLASS~ICATION: HEIGHT/F~ ~A: TYPE OF CONSTRUCTION: DESIGN CRITERIA: IzNG~E~D/P~SC1L~ Fl ILl_, FF~M IN G D ES 1 :N ELEMENTS TIN I[E~ERS: Y~ ~5"~bL STUDS: CEILING JOISTS: V/~ ~,OORJ fSI,,: LIGHT 852: NAILING/CONSTRUCT[ON SCH~D JL,E: Y/N EGRIz,:,,:, 'r' qq LC)C/2,9[()i'I (~1 Fli'] )''* TOTAL COMP[,II[:NCI~]? Y/H ([LI[TLIR.N TO PA(;E ONE) Wind ~peed~ I20MPH__ ~el~rfflcDesign C~tegory: B Termite; [Vt~H Deca~: Flood (_; LI-LD E RS: ¥,q'q P.O O F P._A.IVTEP. S: V/N Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 119714)959 Telephone (63 l) 765-1802 Fax (631 / 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD August5,2011 JSF Partnership PO Box 1164 Mattituck, NY 11952 Re: 1430 Esplanade, Southold TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: __ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. Ffee of 50.00. inal Health Department Approval. ~Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 34389- New Dwelling TEST HOLE DATA ITEST HOLE 0UG B'l' flrDONALD GEOSCIEHCE. EL +IS,I' O' LOT 5lYE 8 PLAN I HOUSE LINE GRADE) LOT VACANT FLOOD ZONE; AE fEL 8). ~,* AND X ALL CONSTRUCTION IN ZONE X~( OR ZONE X. 8 ---- .... EXISTING CON-TOUR " '"-- REVISED CON~'OUR CONCRETE CHIMNEY DEPTH 4"~ APPROVED PIPE I/4' PER FT. MIN. PI PROPO.~ED TRAFFIC 4', APPROVED 1 j~j~CONCRETE ........ PIPE. I/8" PER FT. COVER INVERT ;,NVERT, SANITARY SYSTEH 5CON5 STAtIP PROPOSED SANITARY SYSTEM FOR {5) TO f&) BEDROOM HOUSE 15OO GAL, SEPTIC TANK 4OO 5.F. 51DEEIALL AREA OF LEACHING POOL5 {2) POOLS. 8' DEEP. 8' DIAMETE~ LOT G 663.59, AT STREET. (SUFFOLK COUNTY ~ATER AUTHORIT' MEET ALL S.C, DEPT. OF HEAL1H SERVICE5 REGULATIONS VACANT ¸00' .14' PROPERTY OUJNER: JOHN I1 SUSAN FALLON 51TUATE; BATVIEUJ fSOUTHOLD) TO~N OF $OUTHOLg SUFFOLK COUNTY. NEIg YORK SURVEY INFORMATION: JOSEPH A. INGEGNO. LAND SURVEYOR RIVERHEAD. N,Y. SURVEYED~ JULY 2005 ~.O' = ELEVATIONS REFERENCED TO N.G.V.D. LOT AREA: 'i8.811.4"i SF. {TOTAL) FREDERICK I[IEBER. I1ARCH 3, 2008 REScheck Software Version 4.2.0 Compliance Certificate Project Title: Fallon Residence Energy Code: Location: Construction Type: Heating Type: G[azing Area Percentage: Heating Degree Days: 2007 New York Energy Conservation Construction Code Suffolk County, New York Detached I or 2 Family Non-Electric 26% 5750 Construction Site: 1430 Esplanade Southold, NY 11971 Owner/Agent: Compliance: 2.0% Better Than Code Maximum UA:882 Your UA: 864 Designer/Contractor: Frederick Weber . Weber Architects 41 East Maple Road Greenlawn, NY 11740 (631) 754-5555 Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Cathedral Ceiling (no attic) Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Solid Door 2: Solid Door 3: Glass Floor 1: All-Wood Jois0Trues:Over Unconditioned Space Floor 2: All-Wood Joist/Truss:Over Outside Air 3458 38.0 0.0 104 480 30.0 0.0 16 4702 21.0 0.0 197 1041 0.310 323 22 0.390 9 18 0.440 8 162 0.290 47 3253 19.0 0.0 153 205 30.0 0.0 7 The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements. When a Registered Design Professional has stf~ml~d and signed this page, they are attesting that to the best of his/~er knowledge, belief, and professional judgment, such plans or specif~cafion~ ~ inj~l~ance with this Code. \ Project Title: Fallon Residence Report date: 12/02/08 Data filename: C:\Program Files\Check\REScheck2007\falion.rck Page I of 4 REScheck Software Version 4.2.0 Inspection Checklist Ceilings: [] Ceiling 1: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: [] Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" c.c., R-21.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.310 For windows without labeled U-factors, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes __ No Doors: Door 1: Solid, U-factor: 0.390 Comments: Door 2: Solid, U-factor: 0.440 Comments: Door 3: Glass, U-factor: 0.290 Comments: Floors: [] Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor 2: All-Wood Joist/Truss:Over Outside Air, R-30.0 cavity insulation Comments: Air Leakage: [...j Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. [] Recessed lights are 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: [] Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. [] Materials and equipment are identified so that compliance can be determined. [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. [] Insulation R-values and glazing U-factors are cleady marked on the building plans or specifications. [] Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation, Duct Insulation: ~1 Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Project Title: Fallon Residence Report date: 12/02/08 Data filename: C:\Program Files\Check\REScheck2007\fallon.rck Page 2 of 4 Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa), [] The HVAC system provides a means for balancing air and water systems. Temperature Controls: I~ Each dwelling unit has at least one thermostat capable of automaticelly adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: ~1 Fireplaces are installed with tight fitting non-combustible fireplace doors, Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: ~1 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system, [] Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ~1 Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: [] All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: Ct HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the leve[s in Table 2. Project Title: Fallon Residence Report date: 12/02/08 Data filename: C:\Program Files\Check\REScheck2007\fallon.rck Page 3 of 4 Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2'* 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(OF) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and 40-55 0.5 0.5 0~75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD: (Building Department Use Only) Project Title: Fallon Residence Report date: 12/02/08 Data filename: C:\Program Files\Check\REScheck2007\fallon.rck Page 4 of 4 Root' jiL-~ J IL JIL'° JIL''° _ _ I/2" I 2 I/2" 2 I/2" Bath ~ I I Bath 2 112" Laundry 2 112" I I I T ,,' '2nd Floor I ~- - ......~2~.~--'~_~~~D?s,, ........ C 3" ~as~ment . _ Kitchen Pan~m PLUME ING SCHEMATIC 2 I/2" 2 I/2" I I I P ,~uder I I I'1. Batch- 2 I/2" 211/2" ILK2" I I~uddlng Drain, 4" Diameter. I/8" per Ft.. Min. Pitch NOT TO SCALE To Approved I C.O.C.O. Sanltar§ FALLON RESIDENCE SOUTHOLD, NY 68'~2' N \ \ \ I I S 43'01" £ ZOnE X --10 W TEST HOLE DATA (TEST HOLE DUC BY McDONALD GEOSCIENCE ON JULY l f, GROUND WATER BROWN SILTY SAND SM WOoDs 6 6,3.59' SP SP 2006) NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN TMUS:~ CERTIFIED TO' JOHN FALLON SUSAN FALLON SURVEY OF LOT 44 MAP OF ANGEL SHORES FILE No. 9729 FILED AUGUST 23,1995 SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-06-13.46 SCALE 1"=50' AUGUST 24, 2005 SEPTEMBER 14, 2005 ADDED WETLANDS JULY 19, 2006 ADDED TEST NOLE DECEMBER 17, 2008 LATH PROPOSED HOUSE FOR SITE INSPECTION JANUARY 5, 2009 ADDED PROPOSED CLEARING LIMITS JUNE 29, 2009 FOUNDATION LOCATION AREA 78.811 sq. ft. [TO TIE LINE) 1.809 ac. UNAUTHORIZED ALTERATION OR ADDFqON TO THIS SURVEY IS A VIOLATION OF THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S, L~c, No 50467 Nathan Taft Corw n III Land Surveyor PHONE (631)727-2090 Fox (631)727-1727 249 \ \ \ S 78.43,01'' E 6 5 NOTES: ~¢ANF ~o~ (~) 1. ELEVATIONS ARE REFERENCED TO N.G.V.D, 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: ..... lo - -- - 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 56103C0166 S AND No. 56105c0168 G SURVEY OF LOT 44 MAP OF ANGEL SHORES FILE No. 9729 FILED AUGUST 25,1995 SITUA TED A T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-06-1.3.46 SCALE 1"=30' AUGUST 24, 2005 SEPTEMBER 14, 2005 ADDED WETLANDS AREA = 78,811.47 sq. ft. (To r~£ UNE) 1.809 aC. 663.59, CERTIFIED TO; JOHN FALLON SUSAN FALLON Jc~seph A. Ingegno Land Surveyor PHONE (651)727-2090 Fax (63t)727-1727 -6*o0 I I I I I I I I I I SURVEY OF 44 MAP OF ANGEL SHORES FILE No. 9729 FILED AUGUST 23,1995 SITUATE BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-06-15,46 SCALE 1"=30' AUGUST 24, 2005 SEPTEMBER 14, 2005 ADDED WETLANDS JULY 19, 2006 ADDED TEST HOLE DECEMBER 17, 2008 LATH PROPOSED HOUSE FOR SITE INSPECTION JANUARY 5, 2009 ADDED PROPOSED CLEARING LIMITS JUNE 29, 2009 FOUNDATION LOCATION SEPTEMBER 16, 2010 LOCATE POOL & STAKE EASEMENTS DECEMBER 9, 2010 STAKE EAST PROPERTY LINE JUNE 30, 2011 FINAL SURVEY AREA 78,811 sq. ft. (TQ TIE LINE) 1.809 35.59, SEPTIC SYSTEM TIE MEASUREMENTS ~ PORCH HOUSE CORNER ~ CORNER SEPTIC TANK 12' 18' COVER 1 SEPTIC TANK COVER 2 20' 21' LEACHING POOL COVER 1 S5' 19' LEACHING POOL COVER 2 52' 31' NOTES: 1. LOTS 42, 43 & 44 SHALL HAME A COMMON DRIVEWAY. CERTIFIED TO: JOHN FALLON SUSAN FALLON THE EXISTENCE OF RIGHT OF WAYS pREPARED IN ACDOROANCE WiTH THE MINIMUM STANDARDS FOR TITLE By THE LIA L S AND APPROVED Nathan Taft Corwin III Land Surveyor Successor To, Stunley d Isaksen, Jr L,S, Joseph A Ingegno L,E PHONE (651)727-2090 Fax (551)727 1727 / / / / / / / / t / I00' SETBACK TO TIDAL UJETLANDS (LINE OF SOUTHOLD TRUSTEE JURISDICTION) / / / l / / / / / / / / / I I I I / / F ool _ I I I I S 78 43' MON. 07" E 12 )POSED ]-ARY -=M ..10 10.6 5.1 10 OF WOODS 6.7 ~ ~' O0 I?D/} { 1~2C ,F 12 / / ,~. / O "5 4.4 5.6 .z L/.O ,6 51T,,E PL AN ~ ree~#UE° '~ I = 20'-0" PERVIOUS DRIVEtLIAy 13.2 WOODs OPEN SPAce ZONE ¥__ /,~2d~ LUat~r LIn~ 1.4 (Bur~, a minimum of ~ ./ ~'-~ ~elo~ Grade) / / // / ~/ / / / / / / / / / / / O © N.Y.5. DEC NOTES: ALL CONSTRUCTION TO OCCUR ABOVE THE IO' ELEVATION CONTOUR TO ESTABLISH NON-JURISDICTION ' TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE. ~/1110~) EL +IE.I' EL +1.4' GROUND ~ATER OJ I' DARK BROUJN LOAM ICL) BROWN SILTY SAND (SM) BROUJN I PALE BROLUN FINE TO MEDIUM SAND BAYER IN BROBN l PALE BROWN FINE TO MEDIUM SAND J-FP HOUSE ~J INVERT ~ yJHOUSE NORTH LOT COVERAGE: HOUSE AND PORCHES: 48(,8 5F GARAGE; SIDIMMING POOl: TOTAL ROOFED/ 5992 5F STRUCTURED I' FIN, ~ 2' MAX, CONCRETE CHIMNEY DEPTH 4"¢ APPROVED PIPE, ]/4" PER FT. MIN. P1 CH EL (House) BAFFLE EL +IE.E' LOCKING CAST IRON COVER 5LAB TO GRADE 4"¢ APPROVED PIPE, I/B" PER PT, MIN. PITCH INVERT EL +12.1E' SEPTIC TANK /IBOO L.) 8'-O" ~ 8'-O' PROPOSED SANITARY 5Y5TEM PROPOSED SANITARY 5TSTEH FOR f~) TO BEDROOM HOUSE +I2,B' S' MIN. COLLAR TRAFFIC BEARING GRADE EL I EL +4,B' ' .,,/~-- C 0 N C RE T E COVE~ (')) LEACHING POOL5 8'-O" (MIN.: IEOO GAL. SEPTIC TANK 400 5.F. SIDEIUALL AREA OF LEACHING POOl5 (2) POOLS, 8' DEEP, 8' DIAMETER MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. SITE DRAINAGE: AREA VOLUHE (Required) DRAINAGE STRUCTURE5 /OLUNE fProwd~d) {I) 8'~ x 4-0" hm~h ~/ 2 A.B.C Root' 4329 sr x .l~f." = 918 cf Dom~ Top ITr~,f'¢lC Eearln¢ 9~ d 70' WIDE WATER MAIN EASEMENT 'C L EA R ED .... TOUJN OF 50UTHOLD TRUSTE ALL CONSTRUCTION TO OCCUR OF THE I00' SETBACK FROM TO ESTABLISH NON-JURH BETLAND5 PROPERTY OBNER JOHN t SUSAN F/ SITUATE: BAYVIEB . OLD) TO~N OF 50UTHOL~ 5UFFFOLK COUNTY. NED YORK SURVEY INFORMATION: JOSEPH A. INGEGNO, LAND SURVEYOR RIVERHEAD. N.Y. SURVEYED; dLR.'r 2OO~ +O.O' = ELEN'¢.;~ONS REFERENCED TO N.G.V.D. of 1929 LOT NUMBERS 5HORN ARE FROM MAP ENT[TILED MAP Of ANGEL SHORE5 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON AUGUST 23,199E A5 ICJ[~ No. 9929. 1"4' tUater Tap at Street. ALL P~UMBJ~G WASTE n= uuVESING ON LEAD CERT/F/CATE OF SOLDER US b/N WA TER SUP& y S mNNO T EXC'~~ LEAD, V404NT UNDERWRITERS CERTFICATE: · REQUIRED CERTIFICATION Of NAILING &CONNECTIONS $CTMt~ IOOO-88-(,-IS.4& LOT AREA: 98,811.4q 5.F. (TOTAL) ZONING: AC (AGRICULTURE/CONSERVATiON) LOT AREA IMIm): 80,000 S.F. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS I CODES OF NEW YORK; NE//,, ~ -.~ .... " ir -,TE & I AS ~EQU!~LZ, ,N~ COND~Tk ' ~ ' ~ SOUTHOLD TOWN ZBA I ~ 80~OLD TOWN PMNNIN~ B ~ ~ 80~OLD TOWN TRUSTEE~ ACCESSORY STRUCTURE fLOT SIZE: ~0,000- 99,999 SF): LOCATE IN REAR YARD OR ON DATERFRONT LOt IN FRONT YARD SETBACKS: SIDE AND REAR 20', FRONT (.O' DONOTPROOEEDWi~N'~ HEIGHT fMAX,- Average E~tm~ Grade to Ridge); 22' FRAMING UNTIL SURVEY 51ZE (MAX.): ;8.811 5F x .O3 = 23¢,4 5F ~FFOUNDATIC~ LOCATION DOR~ER5 [HAX.): 40~ OF ROOF HASBE[NAPPROVEB. APPROVED AS NOTED FLOOD BONE; AE ILL 8), X* AND X NOTIFY BUILDING DEFf,%~TMENT AT ALL CONSTRUCTION IN ZONE X* OR ZON~602 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED 8 ........ EXISTING CONTOUR FOR POURED CONCRETE 8 ........... REVISED CONTOUR 2. ROUGH - FRAMING & PLUMBING 3. IN8ULATION 8 ~ NEB CONTOUR 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR O.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENT80FTHE CODE8 OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERROR8. RETAIN STORM WATER RUNOFF NOTES: PURSUANT TO CHAPTER 236 1. ELEVATIONS ARE REFERENOED TO N.G.V.D. 19~ EXISTING ELEVATIONS ARE SHOWN THUS;m.o EXISTING OONTOUR LINES ARE SHOWN THUS: ............ 2, FLOOD ZONE INFORMATION TAKEN FROM: ~ ~o" FLOOD INSURANCE RATE MAP No. 3610~C0166 G A~ No. 36103c0168 ZONE AL: SASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WI~ VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 500-YEAR FLOOD', AREAS OF IO0-YEAR FLOOD WITH AVERAGE DEP~ OF LESS THAN 1 FOOT OR ~TH DRAINAGE AREAS LESS THAN 1 SQUARE ~ILE; AND AREAS PROTECTED BY LEVEES FROM IO0-YEAR FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. LOTS 42, 4~ & ~ SHALL HAVE A COMMON DRIVEWAY. FREDERICK ROBERT BEBER ARCHITECT I I ORA"lING TITLE: OR USE iS UNLAWFUl WITi i©lJT CERTIFI :OF iPANCY JOTS= NEEI RESIDENCE OHN ~ SUSAN FALLON OF TREE~ SOUTHOLD. NEffi YORK OF 80UTHOLD SCTMslOOO-SE-&-13.4& ARCHITECT: FREDERICK R. UJEBER 41 EAST MAPLE ROAD GREENLAIIJN, NY 11140 82 NOYAC PATH "later MILL. NY 1199/- TEL /-3l 1B4-SBBB FAX /-3,1 2&1-108'~ REV.: NOV I0. :2008 OATEi APR 30. 2008 5CALF : I" = JOE~ NO: 1.2OO~O9 DRAEIING NO. A OF AlO into P. Found. Wail IUNE~ CoNmn ~ Door P. Cone. Bars, Both 29'-0" IMam Gambrel Rood 14,-O~, 4'-4" To Approved ] tO" P. Cone. 5anltarg S§stem ~ Found· Wall ~ ] ] on ~"~1o" Dampproor Grade ~T~p.) Openmg O.D. 5teal Line or ~olll UNEXCAVATED ] 14" TJI DC 19'-4" Gal Tank 1295 Gal 011 Tank into (T§p.) 14" TW (2) 14" Wall ZAVATE il ( IMECH, UlI fP, Cone.) ¥ 39 [pl; Cone. : Rem¢ Cone, -- Ream Pocket In I5"xlO"- T§p.) )et. all 39 Kitchen 8I, 24'-4" to Form Found. Wzl ~/ 12) ~¢5 ES Irs, TeD on 22"xK" Cont. P. Cone. Pootm~, / 9/8" TJ] 540, 14" Dc ) lUNEXCAVATEDI (I-Storg, Shed Roof) JSTORA E II (Brick) Roof') 11 9/8" TJI ~GO. IC' Dc Chut~ I W I0 I Patio Slab NOTE.5: ........ a FJoor ¢, lO,, Drain Above fTgp.) ~p / Footmg ['NEXCAVATED I : Do~I. S ~. Countertop or 2xG Top Nailer PI. ~"~ O.D, Steel Column on SO"x3 P, Cone Footing Top Nailer PI. Column !o~ 3~"x3, P. Coric, Footing, B~rs, Bo~h ~ags Floor ~[ECREATION +8'-O 3/4" . 4" Stad Pe F.G. Floor El. +q'-e 1/4" ~ (Stair Gambrel Roof) 23'-I" IUNEXCAVATED I / El. + Il'-&" Patio Wall Note: Foundation UJalJ Thrckne~ 5urroundmg (Brick) IC'x1C' P. Conf. Pier F~cm~ on All ' Panel -JI 540, V." Dc__ W IO x 45 ~/ 2x(* Top Flush ,trek Heart 9 lit Shelving W IO 45 tu/! 2x4 Nailer Ih Foundg/%lC .'See :,Der ~1! P. :one. Beai~ Pipe Floor Drams Rmg (T~p~._ (LlVling Room/MBR 2nd- Octagon) IT-II I/2" I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE SOOO PSI AFTER 28 DAYS. ALL STEEL GIRDERS BEARING ON P,CONC. FOUNDATION WALL TO HAVE 4"x&"xl/2" BIPL. [UNLE55 OTHERWISE NOTED) 4- ALL COLUMNS TO HAVE (,"xIO"xl/2" B.PL. fUNLE55 OTHERWISE NOTED) CELLAR SLAB TO HAVE &"x&" IO/IO WWF REINF. PROVIDE I/2" EXPANSION JOINT AT 5LA~5 PERIMETER, STEEL SHALL BE ASTM A-S& [EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTH A~5 ROUND PIPE). STEEL WORK SHALL CONFOR~ TO THE LATEST AISC SPEC. ;ELLAR (Brick) H" 14" LVL 918" TJI od '1/8" LVL Fid. O,D. 5tee1 Column on 14" LVL 5ti. a~,, Stud Wall ~loom Pemmeter, o? hnsulate ~J/ S I/2".- fBrlck) I~" TJI $~0, RECREATION: L OIiIER HALL: WiNE CELLAR: LAUNDRY: SAUNA: I lUNEXCAVATEDJ Wall ~J/ 12) Bars, TSB on xlO" Cont. P. FoG[ag, Belom ITgp.) FO BUILT-IN SHELVING e FIREPLACE UIIN DOtlJ SEAT BUILT-IN IC~blneto/Counterto¢ ALONG HALLL~AY LJINE RACK5 ICIRCULAR) CABINETS, SHELVES, COUNTERTOP RIED~OOD INTERIOR Floor -- 4" Ledge for Support of Metal Deck ~ Patio Slab (I-Storg. Shed Roof') 14'~0" (MBRllst) UNDATION I/4" = I'-O" (Added I'atlo Wh ,h, PLAN . 'NORTH _J IWrap Around Stirrups sC'et fTgp.) Rebar CONCRETE LINTEL 5/4" = r-o" FREDERICK ROBERT ~EBER ARCHITECT Ill II DRAIIJlNG TITLE; FOUNDATION JOE,: NENI RESIDENCE JOHN I SUSAN FALLON AVENUE OF TREE5 5OUTHOLD, NEB YORK TO~N OF 8OUTHOLD ARCHITECT.' FREDERICK R. UJEE,ER 41 EA:ST MAPLE ROAD GREENLAIIJN, NY 11140 t~2 NOYAC PATH lUATER MILL, NY 1191/. TEL /.$1 154-5~SS FAX /.31:2~,l-1084 REV,: DATE.' NOV IO, 2008 · SCALE = I/4" = I'-O' JOE, NO.' w2OOBO9 DRA~ING NO. A2 O~= AID 2T-0~ (Width of Main Gambrel Root) 24'-0" Sto~e Veneer on IO]1/2", Face ot Stoop [ I 5t~ps (T§p.) ISIDE PORCH I (Bluestone) Lower Gambrel Rood Set This AdJacent Transom Unlth ...... UF IMUDROOM I; (Stone) , ® Dn 4R (Bluestone) rnI IT-O" 8'-0" m 5/4 -- e4" On 4 ~] PIpe Column fTup.) (B =N PORCHI Fi>~ed IT-O" (Bluestone) 2T-O" H~wn B~ams (~Jp,- K~tchen) Island ...tStone) He~,n Beams (Tgp.- J~ltchen) ~, fSton~) 1 i/2 Bench 15'-5 112" (Tup.) Lin~e or Overhang Dn 3R e"l I/2' FRAHING NOTES: ALL FRAHING LUMBER 5HALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER ALL SHEATHING TO BE APA RATED, EXPOSURE I, B/8" MIN. THICK\ES5 OR AS NOTED. ~. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR. EXPOSURE i, S/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BB 5ET ON 50LID BLOCKING. GLUE AND NAIL pLYtOOOD 5UBFLOOR TO FLOOR JOISTS. 4. ALL HEADER5 E-O" AND OVER 5HALL BE SUPPORTED LOITH DOUBLE GPRIGHTS, ~'-0" AND OVER BITH TRIPLE UPRIGHTS. ALL HEADER5 5HALL BE A MINIHUM OF 2-2×8 IN 4" UIALL t S-Dx8 IN 4, UlALL OR A5 5HORN ON DRALOINGS. SOLID BLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAMS A5 PER N.Y.S. CODE OR A5 NOTED ~ 8'-0" O.C, PROVIDE 2" 5PACE FOR AIR CIRCULATION IN ROOFS. (,. DOUBLE FRAMING AROUND OPENING5 15k§llghts, S[alrs, etc) OR A5 NOTED ON DRA~I~JGS. 1. DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITIONS OR AS NOTED ON DRALUINGS. 8. ALL FLUSH LOOOD CONNECTIONS 5HALL BE FASTENED UIITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 7 IFront Porch) Pace of Stoop Steps {Tup.) *i 6'-O I/2" Dn 2R I C?ngj I ~-Box-out ox i For Cha~deher ~ I ~- "Co( fere~" Column i! i Cedm I1'~" Panehng Door '-(J E'~C' Beams JFRONT PORCHJ fBluestone) -Over EntrU j Dn 2R Ne'~el_ Post {2) I fIUood) 4'-0" (HEr) i {2) 9& IT-O"II Above % ® T of Roof p,p~ L,ne ot Overhang ~ (~ Trim and Cap 2x2 Baluster~, S" I 1 I/~ ~ 2'-8" ~. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.5, BUILDING CODE AS A MINIMUM, ALL 2x/, 5TUD5 SHALL RECIEVE g-IOD NAILS AT 5ILL AND PLATE. ALL EXTERIOR NAIL5 SHALL BE GALVANIZED. IO. PLT~JOOD SHEATHING TO BE NAILED ~ITH 8D ~ ~" C.C. EXTERIOR EDGE5 AND 4D e Ig' C.C. INTERMEDIATE, II. ALL ROOF RAFTERS 5HALL BE ATTACHED TO THE PLATE AND STUD IIIITH GALVANIZED HURRICANE TYPE CONNECTOR5 BY "51MPSON" OR APPROVED EQUAL. 1:2. ALL PRE-ENGINEERED LUMBER SHALL ISE "TRUSS JOIST" TJI SERIES UIOOD-I-BEAMS AI4D LVL PRODUCT5 OR EQUAL. ALL JOISTS, GRDER5 AND HEADER5 5HALL HAVE BEARING STIFFENER5 INSTALLED A5 PER MANUFACTURER'5 RECOMHENDATIONS. ~EB STIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE I S/~" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETER5. HANDLING, STORAGE, AND ERECTION OF COMPONENT5 5HALL BE AS PER itANUFACTURER5 RECOMMENDATIONS. I:~. ALL MULTIPLE LVL PRODUCT50JITH STEEL PLATE5 TO HAVE g RONU5 OF I/2' DIA, GALV. MACHINE BOLT5 ~ g4' O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. ID. BRIDGING TO BE PROVIDED FOR ALL DIHENSlONAL JOISTS AND FLOOR BEAMS, 5PACING NOT TO EXCEED BUILT-INS: LIVING ROOM: DINING ROOM: FAMILY ROOM: MUDROOM; 51TTING: IH.B.R. IST I fLUood) Door (~) [HBR PORCHl (~ BOOKSHELVES/CABIINETB s FIREPLACE ~INDOIIJ 5EAT FIREPLACE MANTLE ROOH DIVIDER/SERVING CABINET BOOKSHELVES/CAEIINETS/AV BENCH CIRCULAR DESK/BO,OKBHELVB5 KITCHEN CABINET5 t BUTLER'5 PANTRY CABINETS TO BE PROVIDED AND IN5TALLED BY OLUNER5 CABINET CONTRACTOR FIRST FLOOR PLAN I/4" = I'-O" SQUARE FOOTAGE: 1ST FLOOR: 2ND FLOOR: 2881 5F TOTAL LIVING: ~ 5F FRONT PORCH: 613 5F REAR PORCH: 241 5F SCREEN PORCH; ~OI 5P MBR PORCh: 88 5F SIDE PORCH I: /-0 5P SIDE PORCH 2~ 92 SF TOTAL PORCHBS¢ SP NORTH Around I \ rn 12"¢ Round Column, Frammg Anchor Post to Ball ~Bottom ITup ) Header Perimeter fTgp.) WlNDOLU SCHEDULE I Area Model Numbers Refer to "KoJbe", Heritage Series, Sterling Double-Hung II B/4" 5ash), K-Kron Fmmh, Lo~B II Glass ~/ Argon Option: K-Force Nmpact Zone 3) DO0 SCHEDULE FREDERICK ROBERT ~EBER ARCHITECT I I DEAIIIING TITLE= FIRST FLOOR JOB: NE~J RE,.%IDENCE JOHN I SUSAN FALLON AVENUE OF TREES SOUTHOLD, NE~ YORK TO~N OF 80UTHOLD SCTH~ ~OO-88~H3~ ARCHITECT: FREDERICK R. 0JEBER 41 EAST HAPLE ROAD GREENLALNN, NY 11140 52 NOYAC PATH 0JATER HILL, NY Nail& TEL &31 "IC4-E55= FAX /-$1 2&1-1084 REV.; DATE.* NOV ID, 2008 SCALE .- 1/4' = I'-O" JOE, NO.' aAOO!~Ofl DRAIOING NO. A3 DP AID fl-Story. ~hed) $0'-C' 18'-0" I(,'-0" $'-0" lC-O" 29'-0" t (Porch) (~) _(~____~_. ~ Line ot` Overhang I1, ~i ', ,, , ~-, .......... I ~.~.~ ........................ =Jd~ '1 1 ll ~ n I I %~ .... x~:-: j~ ,, ~ M-, ' ~d==~ ~-~ ~-~" ~ '/"' ~ ' ' / X II ' ~ : , R,,I To Knee.ad / , ,, ~ .... - .... *,, ~ ..... Z. ,., ~,, ~, / ~ I~', ~ I I I . ~ I Storage 5p~e/ . ~-I ~,. 2-8 ,~. ~-8 ~ 2-~ ~ i-~ ~ 6 . ~ '~ . /-.~ ~u - ~ ~o .~ ~ ~IL'~ / ~N Do,.,~ ~ II i ' ~1/ ''~ ~: ~ ~ , ' i ' /%1-~ .... T~~ ...... ~'7'~"'. ~ ~ I ~ ' ~ , I I ~ ~ ~ 2~ Jlr /- ~;o~ ~ ~ Pane n~ n Ga erg ~'-~" ~ 1~ ~ ~: ¢ ' "" ~ I ./: ' '- 511 I t I I~ ~l ~ I no~. ~ ~ ~ I / ~o ~ He~ht ~a~tan Ths I~ ~ I ~ j/ ~ -' ~-- ] I / ', t ~ // .,, .,,, ,,, I ,,, , :o,o. . ,,rx. .' , , I~~1~"/ 'LAUNe~d~ //~/~ou-~o~, I =q"' ~ Jc:'l~""'-'" ~ ~/ .... ~ .... ~---~ .... ~ .... ~---~ ~~;~ II ', ' ~"lll '" %~'"g" ~'-,o"~.': ~" o'-o" I ~"r~ ~ A,'-~ A ~" r-,, ~.-,. ~.~ ~,-¢' Do,~ ~" ~'-~" .~ /IIIIIlK .HI ', ~' I ~ k ) ~11/ X I ' - I 2' ~Lm.e ~! Rmd~e Closet Door 8 : 2'~ ~lH,s)~ ~lHer) ~ 2' I Ill I I I~ I I IIII ~. ~ ~ i ~ i ~-.~,~ ~ ~ J ~;- / ~ ~- ~-,-- d ~ . ~ ~ ~- ' , J ICII~UHI-I~NUIII II]1 I ~ I ~,.~ , ~ ~ / ..................... RIAl,, iF , f i ~ ' ~ ~ N ~ ~1 II I ~ o : I I I / .... ~u,.~ I I //~1~ ~ I ~ ~ ~ ~111 ~ ~ JJ J . o i . ,-- , ~/ ~ /~ :' ~zz ~ ¢~oo~) ~ ~ T 1~1 ~ im~ ~1 I I I / L ~ x ~ } L ~ I I 111 / I I I I I I M ~ . ~ YJ) 7 I L___~ ~ V- 7111111 '~. : Ei I i. I k ' I J I J IIF'[ I ~ I ~ i ' /i - , ..... , ..... ',~ ~ , ~]~T X~ .... ~ x % ' , ~ ~ / ~ '~e,~ i ~. ,~,,l~. ,~,, ,,- iJ~. ~ m ' m ; . ~x ~ , ' /~ ...... ..................... , ......................... Root' xx ~'-8" F 2'-&" 4'-2" z'-O" 4" IT-8" J~ 2'-8" 2'-8" x (F~oot` Deck) R.O. R.O. J ,, $ SQUARE FOOTAGE: OFFICE CIRCULAR DEBK/BOOK$,HELVES Model Numbers Refer to "Kolbe", Heritage Series. Sterlm~ BEDROOH 5: CLOSET UNIT 2ND FLOOR: 288'1 5F Oouble-Hun~ fl 3/~" Sash). K-Kron Finish, Loaf Il Glass ~/ Argon HBR.: bOOKSHELVES DECK: 9B SP Option: K-Force (Impact Zone S) WINDOW SCHEDULE Area FRAMING NOTES: OR APPROVED EOU^L. SECOND FLOOR PLAN DOOR SCHEDULE Premier lnsmmng ~rench Door, 2B~BL 2'-8'x (,'-8" fDooN LAUNDRY: CABINET/COUNTERTOP % NAILING SCHEDULE 5HALL BE A5 PER THE N.¥.5. BUILDING CODE A5 A MINIMUH, ALL 2x(, STUD5 5HALL RECIEVE B-IOW NAIL5 AT SILL AND PLATE. ALL EXTERIOR NAIL5 SHALL BE GALVANIZED. I0. PLyUJOOD SHEATHING TO BE NAILED UJlTH 8D · 4" O.C. EXTERIOR EDGE5 AND ~D ~ 12" O.C. INTERHEDIATE. II. ALL ROOF RAFTER5 5HALL BE ATTACHED TO THE PLATE AND STUD BITN GALVANIZED HURRICANE TYPE CONNECTOR5 DY "SIMPSON" NORTH iD. ALL PRE-ENGINEERED LUHBER 5HALL BE "TRUSS JOIST" TJI 5ERIE5 ttJOOD-I-BEAH5 AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDER5 AND HEADERS SHALL HAVE BEARING STIFFENER5 INSTALLED AS PER HANUFACTURER'5 RECOilMENDATIONS. [tJEB STIFFENER5 5HALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A MINIMUH, A 5INGLE I S/~" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENT5 5HALL BE AB PER MANUFACTURER5 RECOMMENDATIONS. i/4" = J'-O" 15. ALL HULTIPLE LVL PRODUCTS LgITH STEEL PLATES TO HAVE 2 ROIU5 OF I/2" DIA, GALV. MACHINE BOLT5 e 24" O.C. H. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, IE BRIDGING TO BE PROVIDED FOR ALL DIMENSIONAL JOISTS AND FLOOR BEAHS. 5PACING NOT TO EXCEED 8'. I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNE55 OR A5 NOTED. ~. ALL SUBFLOORIMG TO BE APA RATED STURD-FFLOOR, EXPOSURE I, $/"P MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE 5ET ON 50LID BLOCKING. GLUE AND NAIL PLYLUOOD SUBFLOOR TO FLOOR JOISTS. 4. ALL HEADER5 (,'-0~ AND OVER SHALL BE SUPPORTED UJITH DOUBLE UPRIGHTS. S'-O" AND OVER BITH TRIPLE UPRIGHTS. ALL FIEADER5 5HALL BE A HINIMUM OF 2-2x8 IN ~" BALL I ~-2x8 IN /2 WALL OR A5 5HOUIN ON DRA~INGS ~. 50LID BLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAHS A5 PER N.Y.5. CODE OR A5 NOTED ~ 8'-0" O.C. PROVIDE :2" SPACE FOR AIR CIRCULATION IN ROOFS. /,. DOUBLE FRAMING AROUND OPENINGS ISk¢~g~t~. 5tars. etc.) OR A5 NOTED ON DRAUJlNGS. '1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITION5 OR A5 NOTED ON DRALUINGS. 8. ALL FLUSH ~OOD CONNECTIONS 5HALL BE FASTENED (IllTH RATED GALVANIZED METAL CONNECTOR5 BY "SIMPSON" OR APPROVED EQUAL. FREDERICK ARCHITECT /.. I DRAmlNG TITLE: SECOND FLOOR JOB= NEUJ RE.51DENCE JOHN ~ SUSAN FALLON AVENUE OP TREE~ SOUTHOLD. NE~ YORK TO~N OF 5OUTHOLD SCTH~ ~OO-~8-~1~& ARCHITECT: FREDERICK R. 0JEBER -fl EAST MAPLE ROAD GREENLA~JN. NY 11140 ~c:2 NOYAC PATH I,UATER I"1 LL. NY 1191/, TEL /,~1 154-555~ FAX (,SI 2~,1-1084 REV..' DATE: NOV IO. 200B SCALE : I/4"" I'-O" JOI9 NO; m2OO509 DRAUJlNG NO. A4 OP AIO Shmdes LC.C Cap on Floor Brock Cbmney TerraCotta Chimne§ Cap 4"x!O" "Jeed L,C. Copper Step Flashing 12" Round- rJ ' ' ' ' ' ' EVATION ,' ", , ',NORTH EL I i I I ~ I/4" = I'-O" I ........ h ....................... ~----~-J ........... ~-J .............................. ~- ............ __J L=_ __J L__ L___ t ...... J ----J ----J ESrlck m/ Ch~mne9 Cap Ix8 Rake fl/l&x 2 B/8" E~ed Moulding L.C. Copper Cap on tSell Root' Shin§les (,x& Treated Posts, I Encase ~U/ 12" ~ound Tapered Column, 5trap Top and L__L J ' L L ...... J ----J .... J-J Ln AECMITECT /., DR AIIJINC:~ TITLE= ELEVATIONS JOB: NELU RESIDENCE JOHN ~ 81JSAN I=ALLON AVENUE DP TREE~ 5OWTHOLD, NE~ YORK TO~N OF SOUTHOLD ARCHITECT: FREDERICK 41 EAST HAPLE ROAD GREENLA~N, NY 11140 S2 NOYAC PATH ~ATER ~ILL, NYIIfll& TEL /-3,1 ll~4-!i!iti!i FAX /,31 2/,I-IO8"~ REV.: DATE: NOV I0, :2008 E~CALE : 1/4° = I'-O' JOB, NO: t~OOOS;Oq DRAWLING NO. A5 OF AID -%3 UJEST ELi= VATION I/4" = I'-E)" t-1 L~ L___JJ -! -Pattern Ix8 Rake Bal. ~u/ x 2 $/8" Bed Houldm$ EL +IF-O" EAST E,VATIONi rI L___ L___ L ...... J ___J ___J ..... J Round off Top- OFFICE ] to Found. Wall See Wall IWiNE CELLARI Sectmn~ TgplcaJ SECTION DE) I/4" I'-0" 12 for Bell' ~ ill Shape Wood - Flare e Roof Edge OC Ulndom/O 'teader All Ratterb fTgp.) Fascia Bd. /Clear Cedar, TWp.) ~lx& TIG Bead Board Soffit fTgp.) Slab, Haunch Edges 8" Thick Wall Under Porches t~/ Slabs eGrade ARCHITECT DRAWING TITLE: ELEVATION5 EAST WEST JOE}: NEW RESIDENCE JOHN It SUSAN FALL01 AVENUE OF TREE5 8OUTHOLD. NEW YORK TOWN OF 5OUTHOLD 5CT,~IOOO-SB-~I$.4& ARCHITECT: FREDERICK R. lUEESER 41 EAST INAPLE ROAD GREENLAWN. NY If140 B:2 NOYAC PATH WATER MILL. NY I1~1~ TEL &~,l 1=4-51~I~ FA)< &31 "J~,1-1084 DATE; NOV I0, 2008 .SCALE : I/4" = I'-0" JOES NO.' m2OOr;Ofl DRAtUlNG NO. OF AIO 18 5/4F "1 112 12 Vent 12) 2xl2 _2xlO IR.IR. 2x~, : Ce~l~n~ T~e~l t Extend Wall ~ Up to Wide PI§mood Center 2xlO I0 11~'" F.G. E~atts IIR58C) 29,=0,, Closet 'T' Jorst, IL" cc PIg~ood 5ubfloor Wood 51~mgle Roof Lathe/ Plywood ALLERY] Cedar, T~Ip.) Bead Board IO'-O" -2xlO IR,IR. 29' insulate All - FIoora and Walb for Sound IT§p.) BW I~, Anchor Bolts Het~ht 5smt FI. El +8'-O Ali Celhnss tn "Fmmhed" Cellar 5paces to havg Pl~mood/B~tte~ C~llin8 IBox Around Ouctmork as Required) IE~ECRBATION I 51ab Floor (See Sc 5".P. Cone. 51ab 5 I/ Br;ck Floor 4" P. Cone. Slab -WWF Remf. Foundation Wall '8 Around SECTION AA All RafLerb ~~ .' .'' - / , o, ,;., 'Space "Hurricane Clips", ~ ~ ~ / / fTgp.) ~ ~ c / r, TgD.) . , , ~1~ tBat[s (R21) ALCOVE LI~ING ROOH ~ ~ ~/~,, ~,~: H. ~1 ~ ~ ~2x& Pressure ~F Gmrd~r ~Cellar ~pac~s Lo h~v~ (Clear Cedar TlC Bead 5orht L__~ ~_~_~ : 8" I/4" I'-O" ~- I/4" = t'-O" "Hurrtcane Clips" All Rafter~ IT§p3 Fascia Ed. fClear Cedar. T i Bead t 5of tit (Tgp.) Vent -~l/m 12 E' ~ / ,,, ' I~ ¢W¢ z : ~ i~ - ~ '~ - Lio 114. LC. '-~ - [%~al''~' /S,/,,' ~,: ~ xj',,, ',,,',~, ~,,-~o, ~ ~1~ ~ ~// M~T~ ~ :~ ~ H,,~L ', I~ I~- =~;I [~. BATH- ~I ~ ~J ~ MI ~ ~ ..... Josh ~ ~ . I ~ ~ ~ ~ ~ mM"'T' Jom[,IL":o~ "Hurn~ ~ /~ z ] I /r3/4 ]ywood 5ub~loor: I ~ xx -- /~3/4 Pl~ood 5~rloor on All ~,~ ~===~;~' ', , ,, '- ~' :" :~ .a~ ....... ....... ,.~, ~ ,"~,~ ~I I I I,,I~ I, I~II_,] ...... ::: ~ .~. ~'~-- ; Ir ...... 1l h LVL Mar. rS) H" LVL · L ............ ~qo~ and ~Tran~om rS) W' LVL ~/~ ~ B~am C¢llm~ ~ k ..... 4 I ~2) 3/4"x I$" ~ .... f2) I/2"x '- " " '" [ ] I I ' I b_ ~¢ IFASILT ~OOHI [KITCHEN~ ikl r-- 4,~ I DINING ROD. fTo Pager) LIVING ROOM FF ....... .... ~ It ...... J~ L ........ -- ~ B I/2" F.G. M" 'T' Joint. I&" sc ~~ 5ton¢~Fl~qr uasCt ~/ll I ~ 14" ",l" Joint. W' Dc L ........ ~ II II ~ TIE, [Tgp.) ...... l' [R ] F~ 1 Flare of (T~p.) .............. 5-ECTION CC FREDERICK ROBERT ARCHITECT III 7 <[ DEAI]JING TITLE: SECTION5 JOB: NEUJ RESIDENCE JOHN ~ SUSAN FALLO~ AVENUE OF TREE8 ~OUTHOLD, NE~ YORK TOaN OF 5OWTHOLD sclll#1ooo-ea-~13.4~ ARCHITECT= FREDERICK R. lUBBER 41 EAST HAPLE ROAD I GREENLAItlN, NY II1~O I =:2 NOYAC PATH I [IJATER HILL, NY Ilql& I I TEL &SI -lS,4-SsSS I FAX DATE: NOV IO, :2008 -~CALE = I/4" = I'-O" JOt5 NO: m2OOBOfl DRAtUlNG NO. Aq OF AID i/4" = I'-O' 2xIO 2×8/2xlo C,J. pROVIDE "~ M ~ 5,O,,~" GALVANZEE2 H2 -"HURRICANEi CLIP~' ALL RO(pF I :TER5 i I'-O~' TYPICAl iOVHg, I0" F.G. WATTS (R55c 12) ';2x& TOP WALL PL. (S) 9 I/2" LVL HDR. (TYP,)~- TOP Of ROUGH OPNG. FOR "KOLBE" FRENCH DOORS t DOUBLE-HUNG WINDOWS= (,'-U 9/S2" ABOVE BUBFLOOR 14" I-JOIST5 -- 5/'i" pLYWD. __ SUBFLOOR (NAIL t GLUE) TOP OF °ND FL. 5UEFL00R 5 I/2" F.G. WATTS (R 19. UNFACED) (2) 2x(, TOP mall PL- (S) 2xlO HDR. ITYP.) TRANBOM UNIT TOP OF ROUGH OPNG-j FOR "KOLBE" FRENCH DOORS ¢ DOUBLE-HUNG WINDOWS= ~'-II q/32" ABOVE SUBFLOOR FINING ROOM 5/4" PLTWD, SUBFLOOR (NAIL ~- GLUE) 14" I-JO!ST5 Top of 5ubfloor El. +18'-O" 5ILL PI. COPPER TERMITE -- SHIELD AND 5ILL SEAL TYP. ON FOUND. WALL FOR 5TRAPPING NOTES, 5ER DRWG. AID ~/8"~ x V-" GALV. A,B., -- ~2" DC W/ 2"X2" WASHER5 pELLARI BRICK FLOOR 4" P. CONC. BLAB IEottom of 51ab- '2" Belo~ Footing) p, CONC. SLAB of 5Wb ~ Top o~' FooLing) Ix8 RAKE BB. W/ 9/l&"x2 5/8' BED MOULDING _ GABLE pROJECTION WHERE OCCURS ROOF: WOOD BHINGLES WIDE ,,5TRIP OF "ICE ~ WATER ELD" e ROOF PERIMETER x4 LATHE (HomzontaD 2x4 BLOCKING/ INSULATION BETWEEN RAFTER5 NOTE: ALL pLyWOOD TO LAP TOP WALL PLATES IN CONTINUOUS SHEET5 .......... ~-~_TOP OF 2ND FL. -COPPER GUTTER WALL PL. -Ix8 FASCIA 2x8, RiP FOR PITCH · 2x4, I&" D.C. Ix(. T(tG, "BEA.D CENTERBEAD , CLEAR CEDAR SOFFIT, W/ I" SCREENED VENT STRIP -Ix(. FRIEZE ED. (LaP CASING LEAVING 5 I/~" EXPOSED) -~/4 x G WINDOW CASING IHead) WINDOW SIZE fVARIES) ~HEATHING O.D./ fR21) LDECK I S/4 x 4 MAHOGANY -- DECKING ON SLEEPERS MEMBRANE ROOFING 314" PLY~D. PITCHED BLOCKING CAP BALUSTER5 4 V2"" 0.C. 2x8 CAP DIA, GALV. OF 1ET FL. HURRICAN BALL PL. CLIP, ALL BD RAFTERS CASING GALV JOIST HANGER5 TO &x~ POST CROWN MOULDING ON ALL PORCHES ~ TREATED POST, ENCASE IN R TAPERED COLUMN, 5TRAP TOP AND BOTTOM (TYP.) SIZE (VA: pORCH[ SHINGLE5 50~ :ELY ~LYWOOD SHEATHING 5TUBS, VJ O.C,/ WATTS fR21) lET FL. BLUESTONE FOR BTEEL DECK PLYWOOD CEILING ON F~RRING BL. OR BRICK ON LEDGE FOR SUPPORT OF STRUCTURAL SLAB 5" LOK-FLOOR, 18 Ga. GALV. DECKIng, / '" SLAB - W/ 5~ BARS, oc EACH ~ WAY IQ" P, CONC. ATION WALL ON 22"x IO" P. CONC FOOTING ITYP.) STONE VENEER 2xlO -IO" F,G. WATTS PROVIDE "SIM~S~NI-- GALVANIZED H2 "HURRICANE CLIPS" ON ALL ROOF RAFTERS TOP WALL pl. 2ND FLOOR STEEP __ PROVIDE "SWEEP" AT ROOF PITCH TRANSITIONS (ROOF OVER MBR-2ND AND -';ND FLOOR OFFICE), FOR FURTHUR "SHAPING" OF ROOFS- SEE CROSS SECTICNS 1:2 "~'1 I/2 ROOF: WOOD SHINGLE5 ...... '="= OF "ICE ~ WATER I'-O" 3~ WIU= SHIELD" ~ ROOF PERIMETER x4 LATHE (Horizontal) 2x(. BLOCKING/ INSULATION TOP BETWEEN RAFTERS NOTE: ALL pLYWOOD TO LAP TOP WALL PLATES IN CONTINUOUS SHEETS .......... ~_TOP OF 2ND FL, OPPER GUTTER [~ALL PL. FASCIA RIP FOR PITCH --2x4, lC" O.C, 2xiO DC 2x8 C.T,, 14" D.C. 12 '~:~ '1 I/2 GALV, HURRICANE CLIP. ALL RAFTERS rS) lVL GIRDER L.C. COPPER :LASHING .WOOD SHINGLE ROOF [4" I-JOtSTS 5/4" pLyWD. -SUBFLOOR (NAIL ¢ GLUE) TOP OF ~ND FL. 5UEFLOOR LC. COPPER DROP ROOF e WINDOW5 2xlO R.R.. I4" 12 TOP OF PL. 2x8 C.J., I¢ D.C. ~/ GALV, JOIST HANGER5 WOOD Si NGLE COPF GUTTER Ix8 FASCIA ED,- 2xlO 14" 5T5 5/4" D. fNAIL ~. TOP OF 2ND SUBFL00R 12 5/4 ~DN TOP OF EUBFLOOR I 5/4" lVL RIM JOIST TtG, BCD BOFFIT FREIZE TRIM/ ENCLOSE HEADER LVL Hdr, TOP OF RAIL DOWEL ~LAB _BOTTOM OF RAIL pRECAST 5TONE ON EXPOSED FOUNDATION PIERS ON SOUTH ELEVATION _ REINF. p. CONC. LINTEL GRADE 112" F.G. WATT5 (R Iq, UNFACED) 12) 2x4 TOP WALL PL: (S) 2xlO HDR. fTTP.) TRANSOM UNIq -- TOP OF ROUGH OPNG.j FOR "KOLBE" FRENCH DOOR5 t DOUBLE-HUNG IPOWDER ROOMI 5/4" pLyWD. SUBFLOOR (NAIL ¢ GLUE) 14" I-JOIST5 Top of Subfloor- 2'~Z T~EATED: 5ILL PI. COPPER TERMITE SHIELD AND 5ILL SEAL TYP. ON FOUND. WALL FOR STRAPPING NOTES, SEE DRWG. AlO -BRICK FLOOR OVER 4" P. CONC. 5LAB GALV. HURRICANE MOUL DING CLIP, ALL ED. RAFTERS 5TRAP H 5/4x CASING TO GxL POST CROWN MOULDING ON ALL PORCHES &x4 TREATED POST, ENCASE iN ROUND TAPERED COLUMN, 5TRAP TOP AND BOTTOM ITTP,) SIZE LPORCH I WOO SHINGLES PLYWOOD SHEATHING lC' O.C./ WATt5 (R2D : t$T FL, BLUESTONE TERRACE REINF )VER FOUNDATION W/ HAUNCH WALL (MIN.) 5LAB EDGED DOWEL 5LAB TO FOUNDATION WALL COMPACTED FILL I0" P. CONC. FOUNDATION ~ALL ON 2TxlO~ P, CONC. FOOTING (TYP.) FRONT PORCH ,HOU ,, 514" = I'-O" T~G, BCE (CEDAR FREIZE TRIM/ ENCLOSE HEADER 9 I/2" LVL Hd?. BLOCKING- ALONGBIDE JOIST FOR BEARINC~ FASCIA <(. T~,G, BCE SOFFIT (CEDAR) FREIZE OA R L_ 5,/4" = I'-O" ~ SCREENED PORCH SCREEN A'§¥ STONE ON 4"x4" TREATED POSt, ENCASE IN B/4" TRIM, OUTSIDE PIECE OF E/4 TRIM T, BUTT SIDING COMPACTED FILL FRONT PORCH s oo_ ~2 lIST FLOORI TOP OF lET FL. 5UBFLOOR ;OPPER-- 'ERMITE SHIELD 5ILL SEAL ICELLARI WOOD SHINGLE ' ROOF FASCia ED. OFFER GUTTER __ Ix(~ TIG, BCE 5OFFIT (CEDA E/4x4 FREIZE B/4x4 CA5ING -- ~ED CEDAR SHINGLEB, PRE-DIP W/ CABOT'S STAIN, ~" EXPOSURE FELT PLYWOOD SHEATHING "SHINGLE FLARE", BASE OF WALL _B/8" PLYWOOD TO LAP BOTTOM SILL IE FOR STRAPPING NOTES SEE DRWG. AID s BASE OF FLARE --Ix4 TRIM ED. STUCCO FINISH GRADE ABOVE GRADE IO" P. CONC. FOUNDATION WALL I-STORY SECTION WALL 514" FREDERICK ARCHITECT 7 DRAUJING TITLE= DETAILS SCHEDULES JOE,: NEW RESIDENCE JOHN Il SUSAN FALLON AVENUE OF SOUTHOLD. NE~ YORK TOaN OF SOUTHOLD ARCHITECT.- *iR^ST .APl .OA OREE.1A.". Is= NO ^C .AT. DATE: NOV IO. 3008 ~CALE : 3/4" = I'-O# JOB NO= m"JOO$Ofl DRA~ING NO. A8 OF ^10 FINISH SCHEDULE SPACE FLOOR BASE CHAIR I CROWN WALLS CEILING HGT. REI~ARKS POYE~ ~ ~ ~ ~ ~ ~ ~ IO'-O' PanDmg (~'/~ 5Lmr WWI) DINING ROOM ~ ~ t ~ ~ I IO'-O' Coffered Bea~ Cmlrng KITCHEN ~ ~ ~ ~ ~ ~ ~ I0'-0' Beam Cmhng ~UTLER5 PANTRY ~ ~ ~ ,~ ~ ~ I0'-0' GALLERY I I I ~ t I 8'-O" Panelm~ [~'/l 5tmr H~R- 2n~ ~ I ~ I ~ 0'-0" Trag Ceding OFFICE I ~ I ~ ~ ~ IO'-O" P~ehng-Fdl Hgt. ~e.m Cig DINE CELLAE I I ~ I ~ 8'-0" V-Joint, Full SAUNA I 8'-O" C~aar Interior Gambrel Root iT- ~ Wood Shingle Roof* ~-Chtmne§ 00 OD Wood Shingle I Gambrel Roof Lead Coated Copper Valley __J ~t Wood 5hmtgle Roof II Ii [I II Wood Shmtgle Roof ROOF PLAN I/8" = I'-O" Wood Shingle Roof* FREDERICK ARCHITECT DRAWING TITLE= INTERIOR TRIM SCHEDULES ROOF PLAN JOB= NEW RESIDENCE ~ i~ AVENUE OF TREES ~n -~OUTHOLD, NE! YORK TOWN OF $OUTHOLD -- ~. .~ SCT,# 1000-88-&-1~,.4, r ~REDERICK R. ~EBER 41 EAST ~APLE ROAD CHAI~ ~AIL HEAD '' Where W*nd0m 5IIW -- WINDOW SILL WINDOW/DOOR 8" BASE Half Full 5~ze CASING- TYP. Half Puli Size ¥" BASE Half Full Srze 'CASING MULTIPLE UNITS Half* Full 4 I/8" J, ~" CROWN Half* Pull Size , 2 51'I" J, CROWN Halt Full 5~ze REV.: DATE." NOV IO, :2008 SCALE ~ VARIE,~ JOB NO= m2OO6Ofl DRAWING NO. OF AIO PEON LETA - 20 GAGE RIDGE 5TRAP - ALL ROOF RAFTER5 x ~. TIE e EACH RAFTER )( 5[MPEON H2 HURRICANE CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTER5 5 - 8'1 NAILS EACH END APA RATED PLTWOOD EXTEND TO TOP OF TOP PLATE. DOUBLE T PLATE 2 x L ~IL" O,C.-- STUD5 2 - ti5 REBAR COPPER TERMITE w/ 5ILL SEAL ITYP.) SEE FOUNDATION D[UG, FOR DESIGN/REINFORCING PROVIDE 88 COMMON NAILS o 4" D.C. AT ALL HIGH PRESSURE ZONE5 SHIELD UNDERLATMENT REQUIRED - 24" FROM EDGE ERNATE POSITION OF HURRICANE CLIP USE 51MPEON H3 PROVIDE 8d COMMON NAIL5 e 4" O.C. AT EXTERIOR EDGE OF ALL SHEATHING. SHEATHING TO LAP TOP WALL PLATE5 METAL 5TRAP e JACK POET MET2q a STUDS m/ 4 - 8d NAILS ~48" D.C. EACH END - TYP. yBOOD SHEATHING TO OVER LAP BOX BEAM TOP + BOTTOM, PEON HTEA 18-Z W/ IL) 8d NAILS TOP t BOTTOM e 32" O.C, On/ SECTION 51MPEON LTP4-Z Iii/ 8d NAIL5 TOP t SHEATHING TO 5ILL PLATE 8d NAIL5 e 4" D.C. ISHEATHING TO LAP 5ILL PLATE) x L 5ILL PLATES ACQ TREATED. m/ 2"x2"xl/4" WASHER. IHOT DIPPED GALV, OR STAINLESS STEEL) ISOLATE tilAEHER FROM SILL PL W/ FELT 5TRIP HURRICANE CLIP~ TYPICAL FLOOR JOIST HEADER FLOOR JOIST ,~ ~ / ELEVATION HOLD DOWN + SHEAR CONNECTION CRITICAL PATH 8d COMMON NAILS e L" D.C. AT ALL OTHER PORTION5 OF ROOF TYPICAL. Deck NOTE: HIGH PRESSURE ZONE5 ARE ALL AREA5 4'-O" FROM ANY RIDGE, HIP OR GABLE END PROVIDE 8d COMMON NAIL5 ~ 4" D.C. AT ALL HIGH PRESSURE ZONE5 OOF P L,A,N I I/4" x 20 GA. GALV. 5TRAP m/ ~-Sd COMMON NAIL5 IN EACH END ~IL" D.C. ~--I I/~" x 20 GA. GALV, 5TRAP FDN. OIL D.C. 2'-0" MAX. 2 - 8d COMHON ¢f, ¢ETO S,LL METS1 METAL 5TRAP · ALL JACK POET5 m/ 4 - 8d NAIL5 EACH END - TYP. __J IL II - 8d NAIL5 TYPICAL CANTILEVER OVER FOUNDATION 51MPEON MST2q 11/2" ~IDE -12 GAGE METAL 5TRAP e32" DC. MAXIMUM. [8-Z W/ IL) 8d NAILS TOP l BOTTOM a 32" O.C. SIMPSON LTPd-Z UI/ fL) 8d NAILS TOP I BOTTOM e 32" O.C, OF FOUNDATION I Jalrd D~er;~on I Nell SI~ I Nail Spec~ag ROOF FRAMING Rarer to Top plate (Tea-nafied) 3 - 8d per ra~er Ceiling Joist to Tel) Plate tTea-nelled) S - 8d per Jolet Ceiling Jalal to Parallel Raft' (Face-nailed) 3 - 1 Sd each lap Ceiling Joist tape over parfifiene (Fac~ailed) 4 - 1 Sd each Isp Collar Tie to Ratter (Fa~nNled) 2 - 8d per ge Blecldag to Raf~r {Tea-sailed) 2 - 8d each end · Jm Boned to Reltor (End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - t~1 ~ per Top Plates at latemecfioee (Face-nailed) 4 - 18d Jalnle-each Nde Stud to Stud (Fees-nailed) 2 - 16d ~4" D.C. Header to Header (Face-nailed) 16d 10" D.C. along edges Top or Be~om Plate to Stud (End-nailed) 2 - t6d per 2x4 stud 2-16d per 2x6 sutd 2 - 16d per 2x8 stud Bottom Plate to Floor Jolat, BondJal~EndJelal or Blocking (Face-nailed) 2 - t8d h~ per toot FLOOR FRAMING Jolet to Sill. Top plate or Girder {Tea-nelled) 4 - 8d per Jolt B~dglng to Joint (Tea-sailed) 2 - 8d each end Bledzlag to deist (Toemalled) 2 - 8d each end B~kleg to Will or Tap plate ( Tea-nailed) 3 - 16d each blech Ledger ~ to Beam (Face-sailed) $ - 16d each jolal Joint on I.~to Beam (Tea-nailed) 3 -/id per Jal~t Bond JOIM to Jalat (End-nailed) $- 16d per Jelel Bond ,Joist to SIll or Top Plato (Toe-nailed) 2-t6d ~ per feat ROOF SHEATHING o~er 6" o.c, edges of panel, 12" D.C. interior Diagonal Board 8heslhlag t" x 0" or 1" x 8" 2 - 8d bar supper 1" x 10" or wider 3 - 8d per suppe~t CEIMNG 81-1EATHING G~m Wallboard 5d 7" edge 110" field WAU. SHEATHING StruMurel Panels 8d (see table 3.9) Flberb~rd Panels 7 / 16" 6d 3" edge 16" field 25132" 8d 3" edge 16" field Gypsum Wallbe~rd Sd 7" edge 110" field Hadbeard 8d (see table $.8) paW~lebean~ Panels 8d (see table 3.9) Diagonal Board 8hesthlng 1" x 0"or 1"x6" 2-8W ~er auppert 1" x 10" or wider 3 - 8d per auppert FLOOR SHEATHING 8huctural Panels greater Ihan 1" I od 6" edge / 6" field Diagonal Beard Wheauting l"x3"or 1"x8" 2-6d per euppeft t" x 10" or wider 3 - 8d per aupeoW ~ Nailing rerlulren~nto am based aa wall ~heel~lflg nailed 6" on-center at the penal edge. If weB ~heelhlng Is nailed 3" orcesrder at Ute penal edge to obtabl higher shear eapecfilee, Ilalliag recialremonte for ~ouotund mempem shell 2When wall eheautlng le continuous ever ceone{~ed members, Ute tabulated onmper of halle shall be pem~ttod to be redoced to I - 18d nellper fool 11/4"x 20 GA. GALV. 5TRAP ~/ 5-8d COMMON NAILEIN EACH END elL" D.C. ,~----11/4"x 20 GA. GALV, STRAP (m/ 5-8dCOMMON NAIL$1N EACH END siC' O.C. 2'-O" MAX. CANTILEVER OVER FIRST FLOOR DESIGN CRITERIA: GROUND 5NO~ LOAD - 45 PSF. FIRST LEVEL - 40 PSF. L.L LIVING AREA5 - 40 PSF. L.L. BEDROOM5 - 30 PEF. L.L. BIND 5PEED 120 MPH SEISMIC DESIGN CATEGORY - ~, WEATHERING - SEVERE FROST LINE DEPTH - 3C' TERMITE - MODERATE TO HEAVY DECAY - 5LIGHT ICE SHIELD UNDERLAyiIENT REQUIRED - YE5 DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAI1E CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. WINDOWS - GLAZED OPENING EXTERIOR ~[NDOW5 5HALL HAVE GLAZED OPENING PROTECTION FOR BIND-BORNE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF AETM E I¥~L AND OF AETM E 188L REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/IL" AND A MAXIMUM 5PAN OF 8' 5HALL BE PERMITTED A5 OPENING PROTECTION. ATTACHMENT5 SHALL BE 2 112" n8 WOOD SCREWS, W" OC FOR SPANS UP TO L' AND 12" OC FOR 5PANS BETWEEN &' AND 8' GARAGE DOOR5 TO BE RATED FOR 120 MPH WIND LOAD. FREDERIC ROBERT EBER ARCHITECT DRAUJING TITLE.' CODE DETAIL5 JOE,= NEUJ RESIDENCE JOHN t SUSAN FALLON AVENUE OF TREE5 5OUTHOLD, NE~ YORK I TO~N OF SOUTHOLD I~REDERICK R. ~EBER 141 EAST MAPLE ROAD I GREENLAffiN, NY 11140 52 NOYAC PATH · ATER ~ILL, N¥11fll& TEL &~,l 154-55EE FAX &~,l 2&1-108~ SEAL.' DATE: NOV IO, 2008 · ~CALE .* I/4" = I'-O" JOB NO: m2OO$Ofl DRA~ING NO. COMPONENT AND CLADDING PRESSURE ZONES OF 112" LVL 6 151DE PORCH / 2xE C.J., 2xlO R.R., iL / (3) 9 I/9" L (3) /2" LVL gx8 14" TJI;.B(,O. I(g' Dc TJI B40, lC' DC Po~t, E~ca~e In 12''0) Tapered Round Column. Btrsp Post to Framing eTop Anchor Post to 2xlO R,R., I(*" Dc 2x8 O.J.. 14" f3) q I/2" LVL 7~ F (3) 14" LV[ to AIIoa for Framing 14" TJI 5¢O. I(*" oc Column ISCREEN PORCHI fTup.) / 14" TJI BN,0, lC' Dc (3) 14' LVL F,J; ',,%' _ _ !32 2 J/2'L L_V_L_ (3) ~ FRAMING NOTES: 112" LVL Post. ~'3) H"LVL '~:.J. ~ 3/-o. Iz'' i. I J I. ALL FRAMING LUMBER 5HALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER Z. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR A5 NOTED. ~. ALL 5UBFLOORING TO BE APA RATED STURD-FFLOOR, EXPOSURE I, $/4~ MIN, THICKNESS, ALL EDGES OF PLYBOOD TO BE 5BT ON SOLID BLOCKING. GLUE AND NAIL PLY~JOOD 5UBFLOOR TO FLOOR JOISTS. N. ALL HEADER5 ¢,LO' AND OVER 5HALL BE SUPPORTED U~ITH DOUBLE UPRIGHTS, 9'-0" AND OVER UIITH TRIPLE UPRIGHTS, ALL HEADER5 5HALL BE A MINIMUM OF 2-2×8 IN 4' ~IALL l ~-2x8 IN ¢ ~IALL OR A5 5HOL~N ON DRA~INGE. E. SOLID BLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAM5 AS PER N.Y.5. CODE OR AS NOTED e 8'-0" O.C. PROVIDE 2" 5PACE FOR AIR CIRCULATION IN ROOFS. ~. DOUBLE FRAMING AROUND OPENING5 (5k¢mght~, Stairs, etc.) OR A5 NOTED ON DRAWLING5 q. DOUBLE UP FRAMING UNDER ALL POETS AND PARALLEL PARTITION5 OR A5 NOTED ON DRA~JlNGE. 6. ALL FLUSH ~IOOD CONNECTIONS SHALL BE FASTENED ~JITH RATED GALVANIZED NETAL CONNECTOR5 BT "51MPSON" OR APPROVED EQUAL, ' 1 m-:-zzz- Z~EZZ- 14" LVL F.J,.. (2) I4" LVL F.J. 5tact Pmpe (3) 14" LVL F.J. (Typ,) Line of Overhang ~-Trlmmed C'xG" Cob in f3) 9 l/2" LVL m/ 12) 1/2" x 9" 5t. eel iE f3) /3) fl 112" LV~°'"''-. iPO DERi -.' 112" LVL' (3) Ii 1/8" LVL Bearing Ulall Not~: Ga~el' I IFOYER] (3) Il 1X8" LVL ROOM] --% ~r ........ % ............ ~-~ ~ IFRONT PORCH o ~ g '11/2' LVL / 2x8 I~" DC Ill {2) M" %N.L mlu,h) III i r .... F---q 2×10 R. ~ (3)!11 118" LVL POE[CH 118" LVU ~/ f2) 112" x 11"I5LI. r4 ~ .......... BI ,a ]/.,?.'LLV£ ........... [31 ~. J/2,_LV£ ........................ ColumnPIPe ~'G~brel Root' 112" LVL .f (Plush) LL · ~ 34,0. lC' o 2x8 C.J., lC' DC IH BATH lETI ji /Il 9/8" TJI 34,0, lC' DC. ~'II~[/ 2xlO R.R.. 14," Dc (S) II - % fi. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.5. BUILDING CODE AS A iIINlilUM, ALL 2x(, STUD5 SHALL RECIEVE ~-IOD NAIL5 AT SLLL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED· I0. PLYWOOD SHEATHING TO BE NAILED ~ITH 8D s 4" O.C. EXTERIOR EDGE5 AND (,D ~ 12" O.C. INTERMEDIATE. Ih ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE AND STUD [UITH GALVANIZED HURRICANE TYPE CONNECTOR5 BY "51MPEON" OR APPROVED EQUAL. IZ. ALL PRE-ENGINEERED LUMBER 5HALL BE "TRU§5 JOIST" TJI 5EREE OJOOD-I-BEAM5 AND LVL PRODUCT5 OR EQUAL. ALL JOISTS, GIRDER5 AND HEADER5 SHALL HAVE BEARING STIFFENER5 INSTALLED A5 PER HANUFACTURER'5 RECOMtIENDATIONS. UIEB STIFFENER5 SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUI1. A SINGLE I 3/~" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS, HANDLING. STORAGE, AND ERECTION OF COHPONENT5 5HALL BE AS PER MANUFACTURER5 RECOHMENDATIONS, I:~. ALL HULTIPLE LVL PRODUCT5 ~ITH STEEL PLATE5 TO HAVE 2 ROB5 OF I/2" DIA, GALV, BACHINE BOLT5 ~ 2N" O.C. iN. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS, 15. BRIDGING TO BE PROVIDED FOR ALL DIMENSIONAL JOIST5 AND FLOOR BEAle5. 5PACING NOT TO EXCEED 8'. ~xN, Pressure Treated Post, Encase In Tapered Round Column, Btrap Po~t to Framing ~Top, Anchor Post to Foand. ulall eBottom IT~p.) NORTH STRUCTURAL 2ND FL FLOOR/ 1/4" I'-O" Around Column, Header Porch BluestoneExtend FREDERICK ROBERT ~EBER ARCHITECT 7 DRAUJlNG TITLE: 5TRUCTIIRAL 2ND FL. FLOOR 1ST FL. UJALL,~ JOB= NEUJ RE,~IDENCE JOHN I SIISAN FALLON AVENUE OF TREES 5OUTHOLD, NEa YORK TOaN OF SOUTHOLD 5CTM# DOO-aS-~-13~& ARCHITECT.' 41 EAST MAPLE ROAD GRERNLAIIJN, NY 11140 REV..- DATE: NOV IO, :2008 SCALE : I/4' = I'-O' JOB NO.' m:200B09 DRA~ING NO. S1 OF S2 Fi T (3) ~ I/g" LVL ,2xlO R.R., I&" oc / : 2xlO C.J,, I/,'~ DC J [_-Z 2xIO R Ce~hng Shed 2xlO ~,R., lC' Dc '~ IS) ~1 V2" / 2xlO C:.J-,"/ /14" Dc ,3'~/ / t,o ~ / / I~,~l $/~J" x II '118" LVL / Build-up F~oor ~elow R.R. lC' Dc C.J,, IL'" ac / (2) 2 x 12 RMge -- -I Ow Po~t~o ': ~M-1 2kTO ~.$N~iV. Dc Celhn Ii 2xlO il J o¢ I /2xlq, R.R.. M-" ~c I/2" L 2xlO R,R. Roof' (S) '~ I/2" LVL &LLER¥] E~eanng ~all 2xlO oc ., I(," Dc 2xlO fi," Dc IS) 0 ~" ' -" ." I ' '"..V".. / ~1~ :"/." ~ ./ Fi BATH- 2ND[ 8' Cig. Height x~r IS) ~ 1/2~ LVL 112" LVL STRUCTURAL ROOF/ 2ND FLOOR UJALL5 I/4" I'-0" NORTH FRAMING NOTE5: I. ALL FRAMING LUMBER SHALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No, 2 OR BETTER 2. ALL SHEATHING TO BE APA RATED. EXPOSURE I, B/8' MIN. THICKNESS OR A5 NOTED. ~. ALL 5UBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, S/4" MIN. THICKNE55. ALL EDGES OF PLYWOOD TO BE 5ET ON 5OLID BLOCKING. GLUE AND NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS, 'L ALL HEADBR5 C-O" AND OVER 5HALL BE SUPPORTED LUITH DOUBLE UPRIGHTS. ~l'-O" AND OVER LIIITH TRIPLE UPRIGHTS, ALL HEADER5 5HALL BE A MINIMUM OF 2-2×8 IN 'P' IUALL ~ 5-2x8 IN /," BJALL OR A5 5HOL~N ON DRAUJINGS. ~. 5OLID BLOCKING SHALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAM5 AS PER N.¥.5, CODE OR A5 NOTED ~ 8'~0'' O.C. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS, ~, DOUBLE FRAMING AROUND OPENING5 ISk§bg~ts. Stairs, etc.) OR A5 NOTED ON DRAUIING5 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAL~INGS. 8. ALL FLUSH LIIOOD CONNECTION5 5HALL BE FASTENED UITH RATED GALVANIZED METAL CONNECTOR5 BY "SIHPSON" OR APPROVED EQUAL. ~, NAILING SCHEDULE 5HALL BE AS PER THE N.Y.S, BUILDING CODE A5 A MINIMUM, ALL 2x(. STUDS 5HALL RECIEVE S-lOB NAIL5 AT SILL AND PLATE· ALL EXTERIOR NAILS 5HALL BE GALVANIZED. I0. pLyUlOOD SHEATHING TO BE NAILED ~ITH 8D ~ 'P O.C. EXTERIOR EDGE5 AND 4D ~ 12" O.C iNTERMEDIATE. II. ALL ROOF RAFTER5 SHALL BE ATTACHED TO THE PLATE AND STUD UJITH GALVANIZED HURRICANE TYPE CONNECTOR5 BY "SIMPSON" OR APPROVED EQUAL 13. ALL PRE-ENGINEERED LUMBER 5HALL BE "TRUSS JOI5T" TJI 5ERIE5 [UOOD-I-BEAMS AND LVL PRODUCT5 OR EQUAL. ALL J01STS, GIRDER5 AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED A5 PER MANUFACTURER'E RECOMHENDATIONS. MIEN STIFFENER5 5HALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A MINIMUM. A SINGLE I ~/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE. AND ERECTION OF COMPONENT5 5HALL BE A5 PER MANUFACTURER5 RECOMMENDATIONS, IS. ALL MULTIPLE LVL PRODUCT5 ~ITN STEEL PLATES TO HAVE 2 RO~U5 OF I/2' DIA. GALV. MACHINE BOLTS e 2'M O,C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I~. BRIDGING TO BE PROVIDED FOR ALL DIMENSIONAL JOISTS AND FLOOR BEAMS. 5PACING NOT TO EXCEED FREDERICK ROBERT ~EBER ARCHITECT DRAU~ING TITLE: STRUCTURAL ROOF/ 2ND FLOOR [UALL$ JOB: NEll] RESIDENCE JOHN I SUSAN FALLON AVENUE DP TREE5 5OUTHOLD, NE~ YORK TO~N OF 5OUTHOLD SCTH~IOOO-BS-&-I$~& ARCHITECT: FREDERICK R. IIJE~.ER 41 EAE, T HAPLE ROAD GREENLAUJN. NY II1~10 B2 NOYAC PATH "lATER HILL, NY II~/'1& TEL &31 IB4-B~;BB FAX f.~l 2&1-1084 1SEAL: REV.: DATE.' NOV IO, 2008 SCALE : I/4" ~ fi-O" JOB NO: I200$Ofl DRAIUING NO. $2 O~ ~2 PORCH BATH IFAMIL , J 'o'Om t PORCH Porch) FRONT PORCH] To Post/ Path L~hts COATS FOYER To 2~d BATH 'lNG ROOM PORCH I APPLIANCES: OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: 18) BURNER (U/OVENS BELOW. ~8", PROPANE 2- RANGE HOOD: ELECTRIC REFRIGERATOR: "SUB-ZERO", ELECTRIC FREEZER: "SUBZERO", ELECTRIC B- DISH WAEHER; ELECTRIC AND PLUMBING, IQT¥. ;2) &- WINE COOLER; ELECTRIC MICROWAVE: ELECTRIC 8- WASHER; ELECTRIC AND PLUMBING. (QTY. 2) DRYER: ELECTRIC, (QTY. 2) PLUMBING NOTES: l- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. 2- ALL EXPOSED FEEDS AND ESCQTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. S- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPER RUNNING THROUGH lET FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. B- ALL HOSE BIB5 SHALL BE "FROST FREE" ttJlTH SHUT-OFF VALVE5 IN BASEMENT. ;- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION STSTEH. COORDINATE W/ IRRIGATION CONTRACTOR. '~- PLUMBER TO RUN AND CONNECT PROPANE PIPING POR POOL HEATER AND RANGE, ELECTRICAL FIF ST FLOOR PLAN I/4" = I'-O" ELECTRICAL NOTES I- RECEPTACLES I 5WITCHES TO BE "DECORA" ILEVITON). WHITE. 2- DIMMERS TO BE "DIVA" [51Me Control), WHITE. S- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATES TO LEVEL· 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. ~- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOUJ TEMPERATURE DETECTORS PER CODE IMINIMMH) AS WELL A SECURITY ALARH SYSTEM. PROVIDE CENTRAL STATION MONITORING. 4- AUDIO/VISUAL CONTRACTOR 5HALL INSTALL AND WIRE ALL INDOOR AND OUTDOOR SPEAKERS. ALL SPEAKER WIREE TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). '~- ELECTRICIAN TO INSTALL AND DIR~ ALL TELEPHONE JACk5, CABLE TV OUTLET5 AND COHPBTER CONNECTIONS. 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUlREHENT5 OF ALL APPLIANCE5 ~ EQDIPHENT. ELECTRICAL FIXTURES: OWNER TO PROVIDE THE FOLLOWING FIXTURES IINSTALLATION BY CONTRACTOR): I- CHANDELIERS (DINING, FOYER, ETC.) 2- KITCHEN PENDANT ~- BATHROOM WALL SCONCES 4- SURFACE MOUNTED INTERIOR CEILING FIXTURES B- SURFACE MOUNTED PORCH CEILING FIXTURES &- ALL DECORATIVE EXTERIOR FIXTURES q- PADDLE FANS ELECTRICIAN/GO TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES; I- ALL PORCELAIN FIXTLIRES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES C'HALO"), ~"~ HOUSING l TRIM fWh~te) $- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTE 4- UNDERCABINET KITCHEN AND PANTRY FIXTURES NORTH ~CH /4: ELECTRICAL 8¥1'It OL5 SYMBOL DESCRIPTION ~ DUPLEX RECEPTACLE (~) E~.p. DUP.REC,-WATERPROOF ~ DUP.REC.-GROUND FAULT r~ DUP.REC.-FLOOR (~ DUP.REC.-(I)SWITCH OPER. ~ SPECIAL OUTLET O SURFACE MTD.-CLG. Dp SURFACE MTD.-CLG. (Porcelain) ~- RECESSED-CLG. KD WALL MOUNTED (3~ DUE. FLOOD 09- DIRECTIONAL, RECEESED-CLG. E:3 CLOSET LIGHT ~) SHOWER LIGHT fWet Location) O UNDERCAB. FIXTURE ~ ~ DOORBELL/CHIME [] EXHAUST FAN PADDLE FAN ~ PADDLE FAN / LIGHT ~ ATTIC FAN (~ SPEAKER z% TELEPHONE O CABLE VISION ~ COMPUTER fC~ble ~t Phone) ~ LIGHT ~J/ HEAT/FAN/NIGHT LIGHT (~ THERMOSTAT ~ FAN/LIGHT (~) SMOKE DETECTOR FREDERICK ARCHITECT II DRAWING TITLE: ELECTRICAL FIR,ST FLOOR PLUMBING NEUJ RE,SIDENCE JOHN I SUSAN FALLOH AVENUE OF TREE5 SOUTHOLD, NEB YORK TORN DP SOUTHOLD ARCHITECT.' FREDERICK R. IIJEIAER 41 EAST I'IAPLE ROAD GREENLABN, NY 11140 B2 NOYAC PATH mATER HILL, NY I1'~"I,~ TEL &31 1=:4-=55f /-3,1 2/-I-IO84 3,EAL: REV.= DATE.' NOV lO, 2008 SCALE : I/4' = I'-O" JOB NO.' lu2OOl:O~ DRAWING NO. El/P1 OF IQ / /' / / .... \_ _ 5ATH Floor ./ / -H- 2ND] ELECTRICAL SECOND FLOOF PLAN I/4" I'-O" NORTH ELECTRICAL 8¥HBOL,~ SYMBOL DESCRIPTION (~ DUPLEX RECEPTACLE (~ ~J.p. SUP.REc.-WATERPROOF (~c,n CUP.REC.-GROUND FAULT [] SLIP.REC.-FLOOR (~ DUP.REC.-d)SWlTCH OPER. d~ SPECIAL OUTLET O SURFACE iITD.-CLG. Op SURFACE MTD.-CLG. fPorcclam) ~ RECESSED-CLG. HD WALL MOUNTED (~ DUP. FLOOD O-> DIRECTIONAL. RECE55ED-CLG. E;:3 CLOSET LIGHT ~) SHOWER LIGHT ~We'r. Locet. lon) O UNDERCAB. FIXTURE ~ G DOORBELL/CHIHE [] EXHAUST FAN ~ PADDLE FAN ~ PADDLE FAN / LIGHT ~ ATTIC FAN (~ SPEAKER ~%. TELEPHONE O CABLE V[EION ~ COHPUTER fCable t Phone) ~ LIGHT W/ HEAT/FAN/NIGHT LIGHT (~) THERMOSTAT ~ FAN/LIGHT (~) SHOKE DETECTOR (~co CARBON MONOXIDE DETECTOR .~ 5WITCH .~ ~ 5WITCH S-WAY '~ 4 SWITCH 4-WAY ~o SWITCH W/ DIMMER ~ · 5~ITCH WATERPROOF J5 JAHB 5BITCH ~ ~EY PAD EX EXISTING PREDERIC~ ARCHITECT III I DRAWING TITLE: ELECTRICAL SECOND FLOOR JOE~: NEUJ RESIDENCE JOHN ¢ SUSAN FALLON AVENUE OF TREE5 5OUTHOLD. NEB YORK TOSN OF 5OUTHOLD 8CTH~IOOO-Sa~-~ ARCHITECT: FREDERIC~ R. ~EBER 41 EAST HAPLE ROAD GREENLA~N, NY 11140 52 NOYAC PATH ~ATER HILL, NY II~I& TEL FAX &SI 2(.1-1084 E~EAL: REV.: DATE= NOV IO, :2008 E~CALE : 114' = JOEl, NO; m2OO!;O=l DRAIIIING NO. 2 OF UNEXCAVATED] ] ¢®co ,~ i ' UNEXCAVATEDl P UNEXCAVATED] ~NEXCAVATED] LOWER HALL] !CREAT )N Be After IUNEXCAVATEDI ] 'd J ,,iI, ELECTRICAL FOUNDATION PLAN I/4" I'-O" NORTH lUNEXCAVATEDI ELECTRICAL 5¥HESOL,5 SYMI~OL DESCRIPTION DUPLEX RECEPTACLE m.P. DUP.REC.-WATERPROOF ~O~l DUP.REC.-GROUND FAULT DUP.REC.-FLOOR DUP.REC.-ff)DWITCH OPER, SPECIAL OUTLET SURFACE MTD,-CLG. OR SURFACE idTD.-CLG. (Porcelain) RECESSED-CLG. WALL MOUNTED DUP. FLOOD DIRECTIONAL, RECESSED-CLG. CLOSET LIGHT SHOWER LIGHT fLUet Location) UNDERCA[5. FIXTURE (~ DOORBELL/CHIilE EXHAUST FAN =~ PADDLE FAN ~ PADDLE FAN / LIGHT [~ ATTIC FAN TELEPHONE CA~SLE VISION COMPUTER fCable 1. Phone) LIGHT W/ HEAT/FAN/NIGHT LIGHT THERIdOSTAT FAN/LIGHT SMOKE DETECTOR (~co CARE~ON MONOXIDE DETECTOR SWITCH 5WITCH S-WAY SWITCH 4-WAY 5WITCH W/ DIMMER SWITCH WATERPROOF FREDERICK ROBERT ARCHITECT ./ DRAUJlNG TITLE: ELECTRICAL FOUNDATION JOB: NEB RE,51DENCE JOHN ~ ,SUSAN FALLON AVENUE OF TREEE 5OUTHOLD, NE~ YORK TO~N OF 50UTHOLD 5CT~SlOOO-aE-~-1$.4~ ARCHITECT~ FREDERICK R. aEBER 41 EAST ~APLE ROAD GREENLABN, NY 11140 ~2 NOYAC PATH BAYER ~ILL, NY 1199& TEL FAX &31 2/-I-IO84 SEAL,- REV.: DATE.- NOV lO, 2008 ECALE .' I/'4' = I'-O" JOB NO: m2OOSO'~ DRAlUlNG NO.