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HomeMy WebLinkAbout34904-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA~RTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUP/LNCY No: Z-34761 Date: 12/28/10 THIS c~KTIFIES that the building NEW DWELLING Location of Property: 6512 INDIAN NECK LA PECONIC (ROUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 98 Block 6 Lot 1 Subdivision Filed Map No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated JULY 27, 2009 pursuant to which Building Permit No. 34904-Z dated AUGUST 3, 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 COVERED PORCHES, SECOND FLOOR BALCONY AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #6140, DATED 7/24/08. The certificate is issued to 6512 INDIAN NECK LJLNE LLC ( OWNER ) of the aforesaid building. S~3FFOLK COUNTY DBPARTM~T OF HEALTH APPROVAL R10-08-0091 12/17/10 ELE~-rKfCAL CERTIFICATE NO. 11807 09/27/10 PLD~ERS C~KTIFICATION DA'r~u 09/14/10 PERFECTION PLUMBING Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34904 Z Date AUGUST 3, 2009 Permission is hereby granted to: 6512 INDIAN NECK LANE LLC 78 CHELSEA ROAD GARDEN CITY,NY 11530 for : CONSTRUCT NEW SFD PER TRUSTEES#6992, DEC, ZBA#6140, 2 STORY WITH ATT'D 2 CAR GARAGE, FRONT/REAR PORCHES, PER APPROVED PLANS AS APPLIED FOR at premises located at 6512 INDIAN NECK LA PECONIC County Tax Map No. 473889 Section 098 Block 0006 Lot No. 001 pursuant to application dated JULY 27, 2009 and approved by the Building Inspector to expire on FEBRUARY 3, 2011. Fee $ 2,998.00 Authorized Signature Rev. 5/8/02 ORIGINAL Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWl~ HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCU This application must be filled in by typewriter or ink and submitted to the Buildin BLDG, DEPT. Departmelll~tlhS01~fl~llowin g: A. 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% lea .x'd7~- 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and coffsent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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 Date. [~3 //~ / q New Construction: Location of Property: Old or Pre-existing Building: House NO. Street Owner or Owners of Property."'~h~l;~ Suffolk County Tax Map No 1000, Section Subdivisio,er~-~ ' ' ~ Permi~ Date of Permit. Health Dept. Approval: ' (check/~) ~iled Map. Lot: Applicant: Undenvriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ c-~,, '~ Final Certificate: (check one) + SUFFOLK BUREAU ,' 40 Nottingham Ddve, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Maih SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: G&S Electrical Contractor Feb 23, 2010 11807 Certificate No.: Final Inspection Date: Building Permit No.: County Tax Hap No.: 11807 Sep 27, 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: Robert Riccio Site Location: 6512 Zndian Neck Lane, Southold, NY 11971 Owner's Address (if different): ,.: Basement ~ Service _J Shed "First Floor i-&; Pool ~r~ Hottub ~:~j Second Floor -- Attic ~ Garage Other: generator INVENTORY Duplex Recpt 99 Ceiling Fixture 19 HID Fixtures GFCI Recpt 15 Wall Fixture 17 Smoke Single Recpt 4 Recessed Fixture 88 CO Detect 3 Range Recpt 1 Flourescent 3 Smoke CO Combo D~yer Recpt 1-30a Emergency 3~me Clock Twist Lock Exit Fixtures Pumps Electric Heat Pool Luminaire 3 Exhaust Fan 7 ii Residential [~._ Indoor Commercial ~! Outdoor iJ New ~ Renovation !Addition ~ Survey Single Phase 300a Heat 1-oil Three Phase HOt VWater Main Panel 2-150 AC Cond 3 Sub Panel 3 AC Blower 3 Transformer Appliances 2-dw Disconnect 2-150 Switches 131 GFCI Breaker Heat Pump Other Equipment: 300a undergrour~ service, 2 wetl pumps, 7 paddle fans, 1-30a oven, 4 arc fault circut breakers, standby generator with 150a transfer switch, pool bonding, 3 gfci cJrcut breakers. 4 pool pumps, I pool blower, 2 gas p~ol heaters · The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: G&S Electrical Contractor Inspected By: Roger Richert License No.: Date Of Certificate: Sep 28,2010 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 OF SOUTHOLD CERTIFICATION Building Permit No. Owner: Plumber: (Please print) (Please print) I Date: ~5'gdOT'- /~ /0 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before rne this I ['~-~ day of ~v , (Plumbers Signatm'e) Notary Public,~ D/~unty CYNTHIA M CUSAT Co.,m s on Expires Oct 20~ 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: 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: o INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765- t 802 [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RRE RESISTANT CONSTRUCTION REMARKS: /~-~ INSPECTION [ ~UGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PEli,-iv, ATION REMAR.}~S~ ~6'~/'~' ~ ~ ~~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT )N [ ] FOUNDATION 1ST ~]~ROUGH PLBG. [ ] F/O~4OA~ION 2ND [ ] INSULATION [/~MING~STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ,~r DATE INSPECTOR ~~ 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 PENETRA110N DATE INSPECTOR~,~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [. ]~GH PLBG. [ ] FOUNDATION 2ND ~ INSULATION [ ]FRAMING / STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]RRE RESIST~I'I' CONSTRUCTION[ ]FIRE RESISTANT PENETRATION REMARKS:~ ' ~~ DATE INSPECTOR ~F SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ -,/]~ROUGH PLBG. [~SULATION [ ]~UNDATION 2ND [/] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ REMARKS:(~/~ ] FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] IN~J~ION [ ~INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRERESlSTANTCONSTRUCI'ION [ [ REMARKS: ] FIRE RESISTANT PENETRATION INSPECTOR DATE,/~//d////~. ~EBER March 15, 2010 5~ NOYACI( PATH, ~0 BOX B74}, WATE~ ~ ~ ycll~ II976 41 EAST k4APLE ROAD, ~AWN, ~ YC~, '11740 BLDG DEPT. TOI),~ OF SOUTHOLD Town of Southold Building Department PO Box 1179 Southold, NY 11971 RICCIO RESIDENCE 6512 Indian Neck Road, Peconic, NY SCTM# 1000-98-6-1 TEL. 601.754-5555 FAX ~1- 2~HO~4 Attemion Building Department: As architect for the Riccio 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. Yery yours FREDERICK R. WEB~ SOUTHOLD TOWN I FIRE INSPECTOR JOB: ,~'~--~0 ~Jc--'3 ~ DATE: '~-Z,Z.--, o LOCATION: G~ t 2_. ~,~,~,.~",~ S/B/L: ~'-G, - I NotesPaperH Page O'III~LD I~SPECT!0N REPORT DATE , , C(~IVIMENTS i~,~ ~ ~s~.~o~.~. ~o ~( /~~ STA~ E~R~ CODE ~DITION~ COUNTS ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL' SOUTHOI~D, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c Expiration .,20 , 201 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planff~ng Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ~ ~ Phone:. ~t~ APPLICATION FOR BUILDING PERMIT ~. Date ,20 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 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, ho.us~xg4ode3 and regulations, and to admit authorized inspectors on pi;emises and in building for necessary inspections./-"'// i :' (Signature of applicant or name, if a corporation) ,,, ..1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~ Filed Map No. 2. State existing use and occupancy of premises and intended use and, occupancy qf proposed construction: a. Existinguseandoccupancy ?l)-~o~ t:ff---~.4t,~ ;'to ,/P-e b. Intended use and occupancy ~ ~ t' ~ '~ /~1~> / ,,~ Nature of work (check which applicable): New Building /~ Addition Repair Removal Demolition Other Work Estimated Cost Fee If dwelling, number of dwelling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth _ Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Depth 9. Size of lot: Front Rear _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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. 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) COUNTY OF ~_lb S)S:,~. } .~ ,..~ -~d.t~ (' ~./~-d~-x being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~t, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in tiffs application are hue to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ( (~taryPublico TOWN OF SOUTHO BUILDING DEPART TOWN HALL SOUTHOLD, NY 119 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.nct/S Examined Approved Disapproved a/c Expiration · · JUL 2 7 BLOG. DEPT. 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' ~ Phone: (_~°o~. Building Inspector APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date ~L."~ ~.,~ ,20 g99 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 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. fi 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~ i~x) i.? ~//(~ (Signature of applicant or name, ifa corporation) (Mailin~ address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~[tL ~I~>[A-~/~l~g,4~ ~'t L,L,.~. ( ~,~a..nt:~ n~, ~-_,ffq~(~,~. ~tC.t_a~,Nh (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. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Subdivision (Name) Section Block ~ Filed Map No. Lot I Lot 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 i ~ r: ' Addition'J _2 Alteration Repair Removal Demolition Other Work 4. Estimated Cost ~(Jfd:OtSk~. 5. If dwelling, number of dwelling units If garage, number of cars Fee (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 Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories 8. Dimensions of entire new construction: Front Height ~o~ 9. Sizeoflot: Front [lt)l (t_'~ 10. DateofPurchase ~ /~¢~ 11. Zone or use district in which premises are situated Rear l-4c[ Rear Depth q_. Number of Stories Name of Former Owner Depth 12. Does proposed construction violate any zoning law, ordinance or regulation? YES ~ NO 13. Will lot be re-graded? YES NO ~Will excess fill be removed from premises? YES ~<. NO__ 14. Names of Owner of premises Name of Architect Name of Contractor (_~'~q,t~n,f~ Addres~ ' '' "Phone No. 15 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. C,/~-5'-¢~tAvt~ b. Is this property within 300 feet ora tidal wetland? * YES .><. NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED~te~ctq..[~>) 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) 0 COUNTY ~B[7~IC>~{'/~[~-~ ~~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S~)s the '(Coniracto~--A~t~ Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Qualified in Suffolk ~mission Expires July Ce o&Ap~plic~t ~ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.Nor thFork.net Exarained ,20 Approved ,20 Disapproveddc Expiration ,20 PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Heolth 4 sets of Building Plans Planning Board approval Survey Check Septic Form Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: INSTRUCTIONS /'~1' ,2010 a. I ~[~p~!on MUS 1 be con~pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl?~s4~a~ pi01 ~1~ to sclc. Fee a~ording to schedule. b: ¢i~i plan ~l~[ng~tiGn of lot and of buildings on prmises, relationship to adjoining prmises or public s~eeU or c. ~e work covered by this application may not ~ commenced before issu~ce of Building Pe~it. d. Upon approval of this application, the Building Inspector will issue a Bulldog Pe~it to the applic~t. Such a ~mit shall be kept on the prmises available for impection throughout the work. e. No building sh~l be occupied or ~ed in whole or in pa~ for ~y pu~ose what so ever until ~e Building Im~ctor issues a Certificate of Occupancy. E Ev~ building pemit shall expire if~e work au~ofized h~ not ~mmenced wi~in 12 monks a~er the date of iss~nce or h~ not ~en completed wi~in 18 monks from such date. If no zoning amm~ents or o~ ~gulations affecting the pro~y have be~ reacted in the ~terim, ~e Building Insp~tor may author~e, ~ ~ihng, ~e cxte~ion of the pe~it for an addition six monks. ~ereaflcr, a new pemit shall be ~quiwd. APPLICA~ON IS ~BY MADE to the Building Dep~ment for the iss~nce of a Building P~it pumu~t to the Building Zone Ordinance of the Town of Southol& Suffolk Co~, New York, and other applicable Laws, Ordin~ces or Regulatiom, for ~e construction of buildings, additions, or flt~ations or for removal or dmolition as herein descried. ~e applicant agrees to comply wi~ all applicable laws, ord~ces, building code, ho~ing ~de, ~d regulations, and to a~it au~ofized ins~cton on premises and ~ building for nec~s~ inspections. State whether applicant is owner, lessee, agent, architecL engineer, general con.actor, el~c~iciah, plumber or builder (As on the trax roll or late~ deed) fap~ cant ~a co~omtion, signature, of duly authorized officer Builders License No. Plumbers License No. Elec~icians License No. 1. Locationo£1andonwhichproposedworkwillbedong: ~ __ House Number Street Hamlet ~' County Tax Map No. 1000 Section ~O Block ~ Lot ~ Subdivision Filed Map No. Lot State existing use and occupancy of premises and intended use and occ~upan~..~f propos..g.d constructionk · a. Existing use and occupancy ~--w'~'-~-hvrk_~e~4. f,~,~> "~' b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost ["[, ~(~ . Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work Alteration (Description) (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structares, if any: Front Height Number of Stories Rear _Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Height Number of Stories 9. Size of lot: Front Rear Depth .Depth Rear 10. Date of Purchase Name of Former Owner I 1. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO__ 13. Will lot be re-graded? YES__ NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Name of Architect Name of Contractor Address Phone No. Address Phone No Address Phone No. 15 a. ls 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 proper~ within 300 feet ora 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. 18. Are there any covenants and restrictions with respect to this property? * YES · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COt~qTY OF °5~----~O,.'~le O~ ~ x~ x"~"~,-,'~°~4, being duly sworn, deposes and says that (s)he is the applicant (Name of individual si~ni~g contract) above named, (Contra~t~'r,IV~gcnt, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed thc 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 pcrthrmcd in the manner set forth in the application filed therewith. Sworn to before mc this ~ , ~ day of ~,~. '(S~V~ 20 ~2~ NOTARY PUBLIC, ~TAT~E Ol: NEW ~ Pu~ ~ ~IED ~ ~S~ NO. 52~1~19 . ~RM E~IRES~ ~x~ignature of ~licant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 6992 DATE: OCTOBER 15~ 2008 ISSUED TO: CLAIRE & ROB RICCIO PROPERTY ADDRESS: 6512 INDIAN NECK LANE~ PECONIC SCTM# 98-6-1 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Towa Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on ~ and in consideration of application fee in the sum of $250.00 paid by Claire & Rob Riccio and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees author/zes and permits the following: Wetland Permit to demolish the existing dwelling and construct a new dwelling, swimming pool, and sanitary system, with the conditions of a line of staked hay bales and silt fencing is installed prior to construction, the installation of gutters, leaders and drywells to contain roof and pool runoff and in accordance with Chapter 236 of the Town Code-Storm Water Runoff, American Beach Gra~s is planted in-between the two bulkheads, and as depicted on the site plan prepared by Frederick Weber, last dated December 11, 2008, and received on December 15, 2008. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. James - Absent NOU-18-8010 15:39 From:BURGER CONSTRUCTION di/l M. Doherty, Pre~ide~t Jmne~ F. King, ¥iee-l-'resident Dave Boron ~olo Gheeio, Jr. John Brodemeyer 6~1734584g BOAP,,D OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE THIS CERTIFIES tl~t tl~e demolition ofcxisfin~a~dcon$~ru~'d,on of new dwe~lig~. s~mminR,pooL o~l ~clos~c ~ce~and s~i~ sync; ~ W I~d~ ~ d~ls. ~ At ~512 Indiaa Neck ~ne, P~t6~, N~ Yo& Suffolk Coun~ Tax Map ~ 9g-&l Conforms to the ap~icaflons f~ a Trust~ Permit e~fore fil~ in ~ offi~ Dat~ ~ purmant to which Truslees Wefl~d P~mit ~2 Da~ 10/15/0~ and A~na~ on 1/20/~ ~ ~ i~ued and cenfo~ to all of~e req~ ~d ~n~fion~ of the applicable pr~hlona of law. The proj~ for which thh ~te ~ b~g laaeed Is for ~e d~ltfion of ~s~na ~ ~n~0n of new dw~lM.: a~mmine o~L ~1 ~cloa~q olant~ Jn-b~e~ ~o ~o bu~ds ~ be m~n~o~ The ~fi~ ia lsSe~ ~ ~B~RT & C~ ~lO ~er of ~e afor~d pro~. ed 8ignatur~ NOV-16-2010 09:07~q From: 7G56641 ID:BURGER CONSTRUCTION Page:001 R=97~ New York State Department of Environmental Conservation 50 Circle Road - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0360 Denise M. Sheehan Commiss~oner LETTER OF NON JURISDICTION -TIDAL WETLANDS Date: November 17, 2006 6512 Indian Neck Lane LLC c/o Robert & Claire Riccio 78 Chelsea Road Garden City, New York 11530 1-4738-03652/00001 6512 Indian Neck Lane Property 6512 Indian Neck Lane, Peconic SCTM No. 1000-98-6-1 Dear Sir/Madam: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the propexly landward of thc functional bulkhead greater than 100 ft. in length and constructed prior to 8/20/77, as shown on Aerographics Aerial Photograph Exposure # 71- 1999 and dated 4/6/76, is beyond Article 25 jurisdiction. ThereforeI in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your respons~ility 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 which may result fxom 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 conslruction area) or erecting a tvmporary fence, barrier, or hay hale berm. Please be further advised that this letter does not relieve you.of the respons~ility of obtaining any necessary permits or approvals from other agencies. Very tnlly yours, George W. Hammarth Permit Adminigtmtor cc: Frederick Weber, Architect, 41 E. Maple Road, Greenlawn, NY 11740 Marine Habitat Protection, NYSDEC File DMG ' F~EDER~O~ WEBER 52 NOYAC~ PAI~I, ~0 BOX 1374), WATI~ IVlLL., ~.! g:AST MAPLE ROAD, ~AWN, ~ YO~, 'nTz~ \ TEL 6,51 · 754-5555 FAX January 6, 2010 Town of Southold Building Department PO Box 1179 Southold, NY 11971 REVISED BASEMENT PLAN for ROBERT & CLAIRE RICCIO 6512 Indian Neck Road, Peconic, NY SCTM# 1000-98-6-1 Attention Building Department: Attached please find (4) copies of a revised basement plan showing the inclusion of a bathroom in the basement space. Please review and attach it to the Building Permit file if it meets with your approval. Please contact me with any questions or comments. Thank you very much. FREDERICK R. WEBER, R.A. BLDG. DEPT. TO?/I~ OF SOIJDfOLD FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 28, 2008 TO: Patricia Moore (Riccio) 51020 Main Road Southold, NY 11971 Please take notice that your application dated January 15, 2008 For permit to demolish an existing single family dwelling and construct a new single family dwelling and accessory in-ground swimming pool at Location of property 6212 Indian Neck Road, Peconic, NY County Tax Map No. 1000 - Section 98 Block6 Lotl Is returned herewith and disapproved on the following grounds: The proposed single family dwelling, on this non-conforming 26,180 square foot lot, in the R-80 District, is not permitted pursuant to Article XXII Section 280-116 B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction notes a proposed setback of +/- 50 feet from the bulkhead at its closest point. In addition, the proposed accessory in-exound swimming pool is not permitted pursuant to Article III, Section 280-15, which states that accessory buildings and structures shall be located in the required rear yard. The proposed accessory in-ground swimming pool, is located in the side yard. This Noticej~---Ba~approval was issued based on a plot plan, last dated July 6, 2006, by Frederick Weber, ~RS~. ! ~ CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. FORM NO. 3 NOTICE OF DISAPPROVAL DATE: January 28, 2008 AMENDED: February 6, 2008 TO: Patricia Moore (Riccio) 51020 Main Road Southold, NY 11971 Please take notice that your application dated January 15, 2008 For permit to demolish an existing single family dwelling and construct a new single family dwelling and accessory in-ground swimming pool at Location of property 6212 Indian Neck Road, Peconic, NY County Tax Map No. 1000 - Section 98 Block6 Lotl Is returned herewith and disapproved on the following grounds: The proposed single family dwelling, on this non-conforming 26,180 square foot lot, in the R-80 District, is not permitted pursuant to Article XXII Section 280-116 B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adiacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed construction notes a proposed setback of +/- 50 feet from the bulkhead at its closest point. In addition, the proposed accessory in-ground swimming pool is not permitted pursuant to Article III, Section 280-15, which states that accessory buildings and structures shall be located in the required rear yard. The proposed accessory in-~round swimming pool, is located in the side yard. This Notice of Disapproval was issued based on a plot plan, last dated February 5, 2008, by Frederick Weber, RA. D~--'~n Ralli~, Permt'~-'x~hlaz~. CC: file, Z.B.A. Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. 08/06/2008 11:12 FAX 631 765 4643 MOORE LAW OFFICES ~002 APPEALS I~OARD MF_2V~igR.~'~--'~ Gerard P. Goehring~r, Chairman Ruth D. Oliva James DininG. Jn Michael A. Simon Leslie Kanes W~lsman Sou[hold Town Hall 53095 Main Road · P.O. Box [179 Sou[hold, NY 1197[-0959 OfliccLocatio~: Town All,lex/First l~loor, North Fork Bank 54375 Main Road (at Yotmgs Avenue) Southold, NY 11971 htt'p://southold~own,northfork,net ZONING BOARD OF APPEALS TOWN O]F SOUTHOLD Tel. (631) 765-1g09 · Fax (6.31) 765.9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 24, 2008 ZBA# 6140 - CI~MItE and EOB RICCIO Property Location: House # 6512 (Private Right-of, Way exte~alng item the Southern Boundary) at ][nd/an N~ck Road, Peconlc Parcels CTM 1000-98.6-1, 86.7-8.1 SE~RA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determ'~nes that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK CO_IYNTY ADMINISTRATIVE CODE: This application has been referred as r~quired under the Sn.{~ Ik County Adm.i-~t~a~iv~ Code Sections A 14-14 to 28, and the Suffolk County Department of Planning reply dated March 11, 2008 states that the application is considered a matter for local determination as there appears to be no significan~ coun ~ty-w~de or inter-community impac~ PROPEttTY FAOTS/~ESCRIPTION: The applicants' property consists of · total area of 26,180 square feet measured to a tie line 109.70 ~eet alomg the average high water mark of Little Peconic Bay, 229.99 feet a~ong the eastern beund~ry of the lot, 119.19 feet along the northern boundary, and 235.58 feet at the western boundary as described and shown on the32-1-2004 survey, amended 5-5-2008 by John C. Elilars, licensed land. surveyor. BASIS OF APPLICATION: Zoning Code Sections 280-15 and 280-116B, based on the Building Inspector's amended February 6; 2008 and amended June 17, 2008 Notices of Disapproval concerning proposed new construction. The reasons stated in the disapproval cf the building permit applicafio~ are: (1) the proposed ~ew dwelling construction will be less than 75 feet from the bulkhead, (2) the proposed swimming pool will be in a side yard instead of a code-required rear yard; and (8) New York Town Law, Section 280-a to detemnine the need, if any, for base improvemen~ and clearance within the right-of-way easement g~.ving access to this property from Indian Neck Lane. FINDINGS.OF FAOT Page 2 - July 24, 2008 C. and R, Riccio # 6140 ~ a~-g. 1 land 86-7-3.1) V_~RIAlqCE R.W.I.II~.F REQUESTED: The applicants ~equeet variances for: (1) the proposed new clwel]jng construction with porch at 50'2' ins~ad of 75 feet from the bulkhead; (2) the proposed swimming pool w/Il be in a aide yard instead of a code-required rear yard, and (3) in addition, the applicant~ by May 6, 2008 letter addressed to the Board o£ Appeals prepared by the/r attorney~ Patrlda C. Moore, requested that consideration under New York Town Law, Section 280.A be included in this application. ~bi~ is related to relie£ under New York Town Law, Section 280-A for safe/Lee access, since the applicants' lot does not front directly on a Town S~reet, and relates to base improvements and vel~/cle clearance over the same traveled, ex/sting right-of-way that the appl/cants have used to access their property under ea-~emente or deeds under titie. LWRP DETERMINATION - CODE CHAPTER 268: The Board finds the proposed action CONSISTEICI~ with LWI~P review, based upon the following factors: L The existing home is approximately 20 feet from the bulkhead. The proposed home is to be location at 50 feet from the same. a. The proposed location of the pool will be in the side yard, which will benefit the neighbor, and create a greater distance from the bulkhead than exists. b- The 280-A access condition granted as par~ of this dec/sion will provide for the drej~i,~g of water from the slope of the dxiveway. This is at the point of access on the pub]Jo road of Indian Neck Lane. The Town is under a Federal mandate to contain water flow into creeks, and open bodies of water (Bays and the LI Sound). 2. The new location of the home will decrease the non-cordormity, by iuereaaing the distance/rom the bulkhead.. a. The new location of the sept/e system and dry wells for roof runoff will be located well landward of the house. This will reduce the env/ronmen~l impact of sewerage and rainwater into the open bay. b. 2, proposed pump out drain pool will provide for discharge of pool water, well landward/tom the bulkhead. 3. The setback at 50 feet from the bulkhead is more than double the sx~t/ng setback with more conformity. ~EASONS FOR BOARD ACTION: O~. the basis of testflnony presented, materials submit~ed and personal inspections, the Board makes the following findings: 1. Town Law ~267.b(3)(b~¢.2}(1}. Grant of the variances w/Il not produce an undesirable cb.~e in the character of the neighborhood or a detriment to ~arby properties because: A: The ex/sting house will be demolished and a new house con$tructed further back f~om the bulkhead ~andward of the existin~ structures), r~e new house will be in line with ne/ghbor/ng homes. The new owners considered a eeoo~d floor adc]/tion to ~he sxls/~ng residence but demalition axld reconstruct/on further back is more environm eld.tallY appropriate. 08/0§/2008 11:12 FAX 631 765 4643 MOORE LAW OFFICES ~003 Page 3 - July 24, 2008 C. sad It. Rtccio # 6140 CTM 98-6-! (and 86-7.3.1) B: The propose locatlon of the pool in the side yard will benefit the neighbor by keeping ~he distance from their f~ox~t yard t~ tile pool.at the maximum diztance pos~ble. C: Access to this parcel was granted by the aciion this board under appeal 1535 on May 25, 1972 and is currently the legal accses ~o this property. They do not propose W change this access, 2. Tow~ Law .~267-b¢3~(b](2). The benefit sought by the applicant~ cannot be achieved by some me~he~ feasibXe ~or the applicants to pursue, other thml au area variance because: A: The new location of the btgldlng will clzcreas~ the ~isting non-~o~ormity and is dictated by the location of the septic and drywall system which are located landward of the house in an effo~t to reduce the environmental impact to the bay. B: The location of the pool in the side yard keeps the. stxucture away from the b,,!lrhead. 3. Town Law 1267rb¢3bib](3), The variance requested herein is not substantial. The setback requested (50 feet from the bu)~head) is 100% greater than that of the existing structure. 4. Town Law ~267-bi3~(b~(Sk The di~culty has not been se]/c~eated. The existLug house was constructed prior to regulations, the disturbed area will be planted and the house w/ll be placed further back then the sxisting structure. 5. Town Law .~267-b(3}ib)(4~ There has been no evidence submitted to suggest that a vari~ce in this residential ne~ghborheod may have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed house will comply with energy codes and construction standards. A backwash drain w/ll be prey/dad ~or the pool to prevent draining into the bay. The property is stable, vegetated and contains both a full bulkhead and an additional timber wall_ The new consimuctlon is further back than the existing sfructure. 6. ~7.&2~_~a~ The grant of the requested relief ~or the new house and pool is the minimum action necessary and adeauate to enable the applicant to em~oy the benefit of this property while preserving a~ud protecting the neighbor~oed and the health~ safety and welfare of the community. I~.I~-q0LUTION OF THE BOARD In considering all of the above factors and applying the balancing test under New York ~own Law 267-B, mo~ion was offered by Member Simon, seconded by Chairman Goehringer, ~ Grant the variances applied f~r, as shown on Site Plan Drawing A-1 revised July 3, ........ ,._r,_x~.,~ · 'e~._t0 th_e__ibllowing conditions regarding Page 4- Jul~ 24, ~008 C. and R. Riccio # 6140 CTM 98.6-1 (awl 1. Remove center Brass strip for the length of the right-of-way ~ROW') and remove it from the property; 2. Place two storm drains within 16 feet o£ the paved public toad within the ~lope of the right-of-way. The docalns can be placed across ~om one another or placed in a cliagonal location on the slope; _./~blue 3. Improve the ROW with two inches of ~ stone hlenct for the dietauce of the beginning of the ROW ~o the entrance cf the applicants' ptopergy; 4. ~ existing road is appro~mate]sr 10 f~et in width. The road must be cut to the minimum width of 12 feet and improved a minimum width of 12 feet; 5, The ROW height and width clearance must be a minimum width of 13 feet, and 13 to 15 feet in height; 6. The s~face as well as the width and height mx~t be cont~uously maintained, for the purpose of fire and emerl~ncy access. 7. D~ywells also to be completed as per Site Plan Drawing A-1 revised July 3, 2008 By Frederick R. Weber, ArcMtect. That th~ above conditions be wr~tte~ Jato the Building Inspector's Certificat~ of O~cupan~y, whe~ iza~ed. Any day/etlon from the var~auce given such as extensions, or demolit/ons which are not shown on the ~pplicant's d/aBrams or euxvey 8ite maps, ave not authorized under this app]~ca~on when invol~g nonconform/ttes under the ~o~ code. This act/on does not authorize or condone any current or future use, setback or other feature of the subject property that may vioMte the Zoning Code, other than such u~es, setbacks and other features as ar~ expressly addressed in this action. The Board reserves the right to subst~tte a ~n~Iar dedgn that is de minimis in nature for an alteration that does not increase the degree of nonconformity. and BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: Z /~O6/O~ *Date Reviewed:V /J//06/~ Applicant: Architect/Engineer: SCT lOOO- ??_ Property Address: Estimated Cost: ~90 0 D Zone: ~d4~ 0. Conforming?/00 City: t_O ~ Pre COs? .,Info: ~'°~[~LBp,J_~/~,~/C/0 Z- BP -Z/C/0 Z- , Info: ~fz Info REQ. Rear / . PROP. Rear -- Building Permits (Open/Expired): BP__-Z / CIO Z- , Info: BP __-Z / C/O Z- , Info: Single & Separate Search Required? Y or~/~etermination: REQ. Lot Size: OC~O ~ r2) ACT. Lot Size: C~(z¢; REQ Side ACT. Side Panel# I~0~[ FlooOZone: '~/ Bulkhead/BluffDistance:,~S. Ir' REQ. Front ACT. Front REQ. Height ACT. Hei Project Des '~p~ion: ~ Waterfront'. Y~,.y/or N? . If yes, water ff6dy: j ADDITIONAL APPRO'~ Suffolk County Health - If yes, *Bed#: ~_ *Date:~'//~flgl*Permit#: ~ d ~f~/ Town Septic:~or, - If no, certification required: Y or N Received: Y o~.~y: -Date:////_~/~Permit#: / t/7..~0--2~,,~EtD/ of,.~etter-Notes: N-Date: /0 //.~/'"0~) Permit #:/P~'Y~c~ or NJ Letter - Notes: Date: 7 d¢~_~Permit#:/~/'¢~d -Notes: NYS DEC: ~R~-~ Southold Tr~ Southold ZBA! Southold Planning: Y or N - Date: /__/ Permit #: - Notes: Town Landmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N Notes: Fee Structure: Foundation: First Floor: Second Floor: /t ther:~O al: Calculation: 1.(4(~%SF)-(~SF)= 6C[q5 SFX$,~0 .=$ ~1~ + hfitial Fee: $ ~0() . + Additiongl Fee ( ): $ 2. ( SF)- ( .SF)~ SF X $ =$ + Initial Fee: $ + Additional Fee ( ): $ TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECICLIST CLIMATIC/GEOGV~,~,ESiGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH /~/ Seismic Design Category: Weathering: Severe_ t--~/.Frost Depth: 36" L~Termite: M~H r-~lJ~eeay: S-M Design Temp: 11 ~ Ice Shield Underlay: YES / · Flood Hazards: US /OCC ANC¥ CLASStFiCATioN: HEIGHT/FII~E AREA: TYPE OF CONSTRUCTION: DESIGN CRITEILIA Q~~i~E~ FULL F , 'aiN HEADERS: Y~ W~L ST~S: Y~ CEDING JOISTS: Y~ FLOOR JOISTS: Y~ L~BER SPECIES DESIGN LO~ CALCULATIONS~ LI~: Y~ DE~: Y~ SNOW: Y/N SEISMIC: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST ILE~UIREMENTS: ~N EGRESS 5.7 S.F.:(~ZN LIGHT 8 °/o~/N VENT 4% ~ NAILING/CONSTRUCTION SCHEDULE:~N MEANS OF EGRESS:~N PLUMBING RISER DIAGP, fidvI: ~N LOCATION OF FBLE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N GLILDERS: Y/IN ROOF RAFTERS: ¥/N WIND: Y/N CERTIFICATION: ENERGY CALCS~wJN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: $.C.T.M. #: THE FOM.OWING ACTIONS MAY REQUIRE THE SUBMISSION OF A mO 0) ~) ~ ~ STORM-WATERF GRADING, DRAINAGE AND EROSION CONTROL PLAN Otstrici Section elock Lot C~K~i~-IED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. (NOTE: A Check Mark ( ~ ) for each Question is Required for a Complete Application) Yes No ~em Numbec 1 Will this Project Re a n A S erm-Wa er Run-Off Generated by e Two (2') Inch Rainfall on Site? (This item will include all run-off created by site cloadng end/or construction activities as well as 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 include all Proposed Grade Changes and Slopes Controlling Surface WaterFIowl 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 Matedel within any Parcel? 4 Will th~s Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? 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 ~each? 6 Will there be Site preparalion on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to r'~ one Hundred (100') of Horizontal Distance? 7 Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Sto~-Wuier Run-Off into and/or in the direction of a Town right-of-way? ~ 8 Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of [~ any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watereoume? NOTE: If Any Answer to Questions One through Nine is Answered wilh a Check Mark in the Box, a Stomrl-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes. ~ No Does this project meet the minimum standards for c ass fica on as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requiredl -- -- STATE OF NEW YORK, That I,. ......................................................................... bcmg du!v sworn, deposes a~d says that he/she is fl~e applicant [or Permit, (Name of individual signing Documen~I Owner and/or representative of the Owner o[ ( )wu,.~ :~ ,md is, !fdy authorized Io t)erform or have l)efformed the said work and to make and file this application; that alt statements ~ ,!!iaul¢d III Ibis application are true to the best of his Imowledgc and belief; and tilcd herewith. that the work will be peffonncdj~ fife manner ac',~ i.!tJ~ m flic application S,,o,n to.. ,ero e / / / .... ............ .......................... FORM - n lnY Quatif ~ in Suffolk ~un~, _ ' 06/O7 ~mmission Expkes Ju y 7,~ TOWN OF SOUTHOLD PROPERTY D'CARD /~ - .a ~.:-' ~ -1 OWNER STREET ~/~/ ~ VILLAGE DIST.' SUB. LOT ~. ~)Ox~l S~. VL. FARM CO~. CB. MICS. Mkt. Value ~ND IMP. TOTAL DATE R~RKS "illable ,, FRONTAGE ON WATER // V~Io~ FRONTAGE ON ROAD ~ DEPTH I~ P~ BULKH~D '~1 98.-6-1 3/05 Patio ~ / -r 2..- E~osement Ext. Wolls Fire Ploce Type Roof Recreation Room ~ormer /£ Both IFIoors r Finish l:inette ~LR. Heat Rooms 1st Floor Rooms 2nd Floor,' Driveway COLOR ~,'/'..~ ,' 7' ~ TRIM COLOR ~/,..,z ,, 7- ( TRIM e.,,~/./- t 7" ~" 'l'ovq~ lIall AIIiicx 54375 Main Road P.O, Box 1179 Southohl, NY 11971-095!) Telephone (63 I) 765-1802 Fax (631) 7654~,502 B[ IILDIN(, I)EPAR 1 MEN 1 TOWN OF SOUTHOLD November 8, 2010 Burger Construction PO Box 934 Cutchogue, NY 11935 RE: 6512 Indian Neck Lane, Peconic TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occuancy: __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. __ A fee of $25.00 ' ' ,? I '~ __ Final Health Department approval. ~ · Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-'1892) .: __ Final Planning Board approval. Final Fire Inspection from Fire Marshal. Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 34904-Z new dwelling PROPOSED SANITARY SYSTE~ ($-~) BEDROOH SINGLE FAIllLY RESIDENCE I$OO GAL. SEPTIC TANK .,-o: ..... ; ......... ,;.v --.t ...... SEPTIC TANK TEST HOLE ARTMENT OF HEALTt~I SERVIC"~$ PE.hT-. M3T ?OR A~tO%5~L OF CON'~RUL~ION ~R A EXPIRES I~E YEA~ FROM DA~ OF APPROVAL \ ~,,.oo° PROPERTY OUJNERS: RO~SERT t CLAIRE RICCIO (~,~12 INDIAN NECK LANE. L.L.C.) SITUATE; PECONIC TOIIJN OF $OUTHOLD SUFFOLK COUNTY, NELU YORK SCTM~ IOOO-ME-&-I LOT AREA: 2&JEO si' fO.f,O Acre~) ZONING: R-EO LOT COVERAGE /MAX.): LOT AREA (To t~ulkhead): LOT COVERAGE IPto~): September 4, 2008 Revmsed: December 14. 2008 Revised: Januar~ 2~. 2OO~ NORTH 5lYE PLAN I' = 'r' OF P OP ,ZTY ~UFFOLK COUNT'K TAX # IO00-q~-6-1 Robot RJccio N $ E / / / / / NOTE~: MONUMENT FOUNI~ ELEVATION5 PJEFERENC, E N~VP '2q PATUM FLOOP ZONE AS P-JEFERENC, ED TO FEMA FIRM HAP NUHBER ~610~C,0i64 ® gATED HAY 4, A~A =26,1~ 5.F. or 0.60 ~CO~ DEED L.3~q CP. S24 CRAPHIC ~OALE I"= \ JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver\pros\04\04-124.pro SUR'v"E'r' OF: PROPERTY' 51TUATE~ 501.,rrHOLD TOI~N, 50U'THOL~ 51~OLK C, OI~,I~, I'~ .SURME'r'~_~ O~--OI-2OO4 TOPO F:~OPOS, ED ~ARA~E FO~qOATION LO~.. .SUFFOLK CO~ITh' TAX # I000-~/~-~-I Robert Rieeio N /)~ E S BLDG. DEPT. TOWN OF SOUTHO[D HONUHENT FOUND AREA =:26,1E~0 5.F. or 0.60 ACRE RECORD DEED L.q/~ CP. 324 6RAPHIC SCALE I"= ~O' ',% 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 RIV~RHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\\Compaqserver~pros\04\04-124 foundation map.pt~ 5LIRVET' OF PROPF:RTT SITUATE: TOI~N, SUFFOLK C,Q~T'(, Itl' 5URVE'I'ED O~-OI-2OO4 TOPO O-I-O6-2OO6 PROPOSED 6ARA6E O1-25-2OO-~ FOUNDATION LOC.. FINAL OC.T. 15, 2OIO, NOV. 2q, 2OIO 5,UFFOLK C, OUNTT TAX # I000- q~- 6- I .'~JFFOLK COt/NTT HEALTH OEFrF. REF. ~10 - O~, - OOql N W+ E S Bi ~)G OEP] NOTES~ JOHN C. EHL~ 6 EAST MAIN STREET RIVERHEAD, N.Y. 11901 ~'D SURVEYOR N.Y.S. LIC. NO. 50202 369-8288 Fax 369-8287 REF.C:~)ocuments and Settings\OwnerWIy DocumentsWIy Dropbox\04\04\04-124 final map.pro __REScheck Software Version 4.2.0 Compliance Certificate Project Title: Riccio Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 25% Heating Degree Days: 5750 Construction Site: 6512 Indian Neck Road Peconic, NY 11958 Owner/Agent: Compliance: 7.6% Better Than Code Maximum UA: 619 Your UA: 572 DesignedContractor: 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: Glass Door 3: Glass Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space Floor 2: Ali-Wood Joist/Truss:Over Outside Air 1818 38.0 0.0 55 816 30.0 0.0 28 3366 21.0 0.0 143 682 0.310 211 19 0.380 7 111 0.320 36 37 0.380 14 2044 30.0 0.0 67 428 38.0 0,0 11 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 sta are attesting that to the best of his/her knowledge, belief, and professional judgment, such with this Code. Name - Title ~1 and signed this page, they Pla n s ° r ;Pa Cisi~/a t~A?~.. K,~~ Project Title: Riccio Residence Report date: 07/26/09 Data fllename: C:\Program Files\Check\REScheck2007~riccio.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-factom, descdbe features: #Panes Frame Type Thermal Break? __ Yes Comments: No Doors: [] Door 1: Solid, U-factor: 0.380 Comments: ~1 Door 2: Glass, U-factor: 0.320 Comments: [] Door 3: Glass, U-factor: 0.380 Comments: Floors: [] Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-30.0 cavity insulation Comments: [] Floor 2: Ali-Wood Joist/Truss:Over Outside Air, R-38.0 cavity insulation Comments: Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights ara 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible mateqals. 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 clearly 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: [] Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Project Title: Riccio Residence Report date: 07/26/09 Data ~ename: C:\Program Files\Check\REScheck2.007\riccio.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). I~1 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 automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate e~ectric meters exist for each dwelling unit. Fireplaces: [] 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: [] Water heaters with vertical pipe dsers 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: F~I 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: [~j HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Riccio Residence Report date: 07/26/09 Data filename: C:\Program Files\Check\REScheck2007\riccio.rck Page 3 of 4 Table 1: 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 Insulation Thickness in Inches by Pipe Sizes Fluid Temp. 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: Riccio Residence Report date: 07~26/09 Data filename: C:\Program Files\ChecktREScheck2007\dccio.rck Page 4 of 4 Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. · Automatic sprinklers · Flush automatic sprinklers · Recessed automatic sprinklers · Concealed automatic sprinklers · Adjustable automatic sprinklers · Dry automatic sprinklers · Intermediate level sprinklers · Open sprinklers · Spray nozzles · Alarm valves Retarding chambers Dry pipe valves ,' ~ ;elerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors · Deluge valves · Detector check valves · Check valves · Electrical system · Sprinkler emergency cabinets · Sprinkler wrenches · Sprinkler escutcheons and guards · Inspectors test connections · Sight drains · Ball drips and drum drips · Control valve seals · Air maintenance devices · Air compressors · Pressure gauges · Identification signs · Fire department connection Manufactured by Reliabl( The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled (800) 848-6051 Sales Fax t~ Paper (914) 829-2042 Corporate Offices Revis~n lines indicate ul0dated or new da~a, www.~e#ablespr~er cron Internet Address EG. Primed In U.SA. 05/08 P/N 9999970322 Model F1 Res 44 & 58 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] Iow flow residential horizontal sidewall sprinklers engineere,,d to provide a minimum design density of O. 10 gpm/ft'over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers sh,all be installed in conformance with the manufacturer s installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish-specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 58, SIN R3513 (Bulletin 135). Model F1 Res 44 & 58 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 58 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with 1/2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 58/F2, SIN R3513 (Bulletin 135). Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] Iow flow residential pendent sprinklers engineflred to provide a minimum design density of O. 10 gpm/ft' over the listed coverage area. Usted flows es specif~:l by the manufacturer's technical data sheets are to be used. Residential spdnklars shall be installed in conformance with the manufacturer's installation ~uidelines and the applicable installation standard. pdnkler frame and deflector shall be of bronze frame construction having a aA" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, end having a temperature rating of [155°F (68<'C)] [175°F (79"C)]. Sprinklers shall have a nor'canal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Pol~.s. ter] !S..p~,ial_fin,,i ,,~, s.pe~.if)/],.R_eside~ntJ~..,pe~?~ spnnmers sn~ De Heiao~e Mo~e~ ~'~ Hes/~, ~m t~/u~ (Bulletin 135), Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/PP Sprinklers shall be [cULus Listed] Iow flow residential recessed pendent sprinklers engineer~,d to provide a minimum design density of 0.10 gpm/It' over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a a,4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and ha,v!ng a temperature rating of [155°F (68°C)] [175°F (79 C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with Y2" adjustment (Model F2)] [with 3,4" adjustment (Model Fl)] [of push-on and thread off design with W' adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/F1] [Model F1 Res 76 Recessed Pendent/F2] [Model F1 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Usted] Iow flow residential concealed sprinklers engineered to provide a minimum design density of 0.10 gprn/ft~ over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. prinkler frame and d,e, flector shall be of bronze frame construction having a aA NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spdng washer end machined cup with 3 mm glass bulb containing no plastic CPa,'ts, and having a temperature rating of 155°F (68°C). over plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cu,p, shall be a push-on and thread-off design allowing a Y2 cover plate adjustment. Cover plate temperature rating shall be 135°F (57°C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during cons'a'uctJon before the, cover plate is installed. Standard co',,~r plate finish: [Whitej [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Modal F1 Res 76 CCP, SIN R7618 (Bulletin ~35). 11, BullelJn 176 Rev. A Model F1 Residential Sprinklers for . Design Density of .10 gpm/fi' Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/fl Types: 1. F1 Res 49 Pendent 2. F1 Res 49 Recessed Pendent/F1 3. F1 Res 49 Recessed Pendent/FP 4. F1 Res 49 CCP Pendent 5. F1 Res 58 Pendent 6. F1 Res 58 Recessed PendentJF1 7. F1 Res 58 Recessed Pendent/FP 8. F1 Res 58 CCP Pendent 9. F1 Res 44 & 58 HSW 10. F1 Res 44 & 58 HSW Recessed HSW/F2 11. F1 Res 44 SWC 12. F1 Res 76 Pendent 13, F1 Res 76 Recessed Pendent/F1 14. F1 Res 76 Recessed Pendent/FP 15. F1 Res 76 CCP Pendent Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258-93-E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model F1 Res 49 & 58 Pendent Sprinklers F1Res49, 58& 76 F1Res49, 58& 76 Recessed Pendent / F1 Recessed Pendal / FP 1[ _1 F1 Res 49, 58 & 76 CCP Pendent F1 Res 44 SWC Product Description Model F1Res Pendent sprinklers (Figs. 1, 2, 3 & 4) combine excellent durability, high sensitivity glass-bulb and Iow profile decorative design. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The Iow flow F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: · Thermal Sensor: Ncminal 3mm glass-bulb · Spdrkler Frame: Brass Casting · Sprinklers' Pressure RalJng: 175 psi Factoy Hydrostatically Tested to 500 psi · Thread Size: W' NFT (R1/2) · K~ctc~.49(/~u~)-F1Res49PendalScwl~ 58 (A~a~ - F1Res58Perdat&HSWSCWt4~ 7.6 (ActuaJ) - F1 Res 76 Pendent Spdr'i4er 4.4 (ActuaJ) - F1 Res 44 HS1N Sprinkler · Density: M~murn 0.10 gprn/lt2 * Effective date 7/12/02 The Reliable Automatic Sprinkler Co,, In¢,, 103 Fairview Park Drive, Elmsford, New York 10523 Application Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. When using F1 Residential Sprinklers for systems design to NFPA 13D or NFPA 13R, use listed area of coverage and minimum flow and pressure requirements shown in Bulletin 135. For systems designed to NFPA 13, use information in this bulletin. The number of design sprinklers shall be the most hydraulically demanding sprinklers as required by NFPA 13. Flows and pressures can not be below the baseline flows and pressurers. NFPA 13 For residential sprinkler syst e~,~s designed to NFPA 13. a minimum densi~ of 0.1 gpm/ft' must be provided over the "design area' that includes the four (4)hydraulically most demanding sprinklers for the actual coverage areas being protected by the 4 sprinklers. The minimum required discharge from each of the four most hydraulically demanding sprinklers shall be the ~ otthe following: 1.The flow rates given in the Reliable Residential Sprinkler Technical Bulletins referenced in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area (for actual coverage areas less than or between those indicated in the respective technical bulletin, it is required to use the minimum required flow for the next largest coverage area); or 2. A minimum discharge density of 0.1 gpm/ft2 applied over the "design area" consisting of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. The maximum dimension of the actual cove. rage area cannot be any greater than the maximum coverage area indicated in the technical bulletins referenced in Table A. Design Note: Using the As = S x L method to determine the sprinkler protection area of coverage, in accordance with NFPA 13, apply the 0,1 gpm/ft' density to this area to determine the minimum required flo~v. Compare this flow to the minimum 0.05 gpm/f~ cULus Listed flow for the appropriate coverage area in the technical bulletin for the specific residential sprinkler. If the flow stated in the technic,~al bulletin is less than the calculated 0.1 gpm/ft' density flow required, the .1 density flow must then be used in the equation Q=K~/P. solving for P, to establish the minimum required pressure usin.~ the sprinkler K-factor. Note: In many cases the hsted flow of individual residentia} sprinkler,~ may exceed the required minimum 0.05 gprn/~ density. Reliable has available residential sprinklers with larger K-factors (K=5.8 and K=7.6) that wi~ provide lower pressure demands for 0.1 gpm/ft~ densities in NFPA t3 residential applications. Room Size= 12 ftx 20 ft (3.6 m x,6.1 m) . Coverage Area= 12~x 20 = 240 fP (22.3 m') Flow @ 0,10 gpm/fP density= 240 x 0.10 = 24 gpm Using an F1 Res 4,~ Pendent Sprinkler, K=4.9 Pressure= (24/4.9) = 24 psi (1.65 bar) The baseline flow for a 20 ftx 20 ft (6.1 m x 6.1 m) coverage area using the baseline density of 0.05 gpm/~ will be 20 gpm @ 16,7 psi (75.7 L/min @ 1.14 bar). Therefore, the minimum flow required is 24 gpm @ 24 psi (90,8 L/min @ 1.65 bar). Fx~m?l~. Nn 2 Room Size= 8 ftx 20 ft (2.4 m x,6.1 m) ,, Coverage Area= 8 ~ 20 = 160 ft' (14.9 Fiow@0,10gpm/ft density= 160x0.10 = 16gpm Using an F1 Res 4~ Pendent Sprinkler, K=4,9 Pressure= (16/4.9)' = 10.7 psi (0.74 bar) The baseline flow for a 20 ftx 20 ft (6.1 m x 6.1 m) coverage area using the baseline density of 0.05 gprn/fP will be 20 gpm @ 16.7 psi (75.7 L/rain @ 1.14 bar). Therefore, the minimum flow required is 20 gpm @ 16.7 psi (75.7 L/min @ 1.14 bar). Fx~rnpl¢, N~. 3 Room Size= 10 ftx 16 ft (3.0 m x~4.91 m) . Coverage Area= 10~x 16 = 160 ~ (14.9 m') Flow @ 0.10 g prn/ft~ density= 160 x 0.10 = 16 g pm Using an F1 Res 76 Pendent Sprinkler, K=7,6 The baseline flow for a 16 ff x 16 ft coverage area is 21 gpm @ 7.6 psi (79.5 L/min @ 0.52 bar). Therefore, the minimum flow and pressure is 21 gpm @ 7.6 psi (79.5 L/min @ 0.52 bar). F×~mpl¢. N~ 4 Room Size= 14 ftx 18 ft (4,3 m x,,,5.5 m) ,, Coverage Area= 1,4,~x 18 = 252 ft=(23.6 m') Row @ 0.10 gpm/ft density= 252 x 0.10 = 25.2 gpm (94.6 L/min) Using an F1 Res 76 Pendent Sprinkler, K=7.6 Pressure= (252/7.6)2 = 11 psi (0.76 bar) The baseline flow and pressure of an 18 ft x 18 ft coverage area is 21 gpm @ 7.6 psi (79.5 L/min @ 0.52 bar). Therefore, the minimum flow and pressure is 25.2 gpm @ 11 psi (94.6 L,/min @ 0,76 bar). In gener.al residential sprinklers require I f!ows ana pressures as listed forO.05 , aen..sitles to achieve the pro _l~_r sl~ray pattern ..so m.e flows an= press.urea at 0.05 d_enslty am. me oasellne flows ana pressures, ~-tows ana pressures .below the listed 0.05 density shall not be usea. Installation Models F1 Res sprinklers are to be installed as shown. Model Ft, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent. CCP sprinklers use only the Model GFR2 sprinkler wrench; for installing Model F1 Res recessed HSW sprinklers use only the Model GFR2 Sprinkler wrench. Use of wrenches other than those specified may damage these sprinklers. Note: A 'leak tight" sprinkler joint can be obtained with the following torque: · 3A" NPT (R3/4)- 14-20 fi-lbs (19- 27.1 N-m) · V2" NPT (R1/2) - 8-18 fi-lbs (10.8 - 24.4 N-m) Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. · Model F1 Res 49, 58 & 76 Pendent · Model F1 Res 49, 58 & 76 Recessed Pendent I Fl/F2 F1 escutcheon, ~" (19mm) adjustment Nole: See escutcheon table for dimensions. Fig, I Fig. 2 Technical Data: F1 Res 49 Pendent and Recessed Pendent Slas Inch I~1 T~mp. K Fact~ (mm) °F ~G(bar) ~F ~G (mm) ly~N~ 155 68 175(12) 1~ ~ I {R~) ~s"(11) 175 79 1~ ~ 4.9 2.25(57) Escutcheon*, F1 or F2, Data: A~ushnent "A" Face of fitting to calling Type Inch (mm) Inch (mm) Inch (mm) Min.=%" (19.1) ~e.~e(4.7.24.0) F1 %(19.0) Max.:l~" (38.1) F2 y~ (12.7) Min'= '~61; (23'8) ~s -'~,~ (4.7 - 17.4) Max.=ly~ (3~.1) * Note: Escutcheons F1 or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler **Baseline flows and pressures for 0.05 density Deflect~ - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Sprinkler Spacing Flow Pressure Identification ft (m) i gpm (I.pm) psi (bar) Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0 (0.48) 14 x 14 (4.3x4.3) 13 (49) 7.0 (0.48) 16 x 16 (4.9x4.9) 13 (49) 7.O (0.48) R3516 18 x 18 (5.5x5.5) 17(64.3) 12.0(0.83) 20 x 20 (6.1x6.1) 20(75.7) 16.7(1.14) Max. Sprinkler Sprinkler Spacing Flow Pressure Identification ft (m) gpm (Lpm) pal (bar) Number (SIN) 12 x 12 (3.6x3.6) 15 (57) 9,4 (0.65) 14 x 14 (4.3x4.3) 16(60.5) 10.6(0.73) 16x 16 (4.9x4.9) 17(64.3) 12.0 (0.83) R3516 18 x 18 (5.5x5.5): 19 (72) 15.0 (1.0) 20x 20(6.1x6.1) j 22(83.2) 20.2(1.4) *Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1, Maximum beam depth = 7" (178mm) 2. Beam spacing at or greater than 7,5 It, (2.3m) on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent Nominal Max. Thread Orifice Pressure And31ent K Size Inch I~d Temp. Factor (mm) "f °C (~ °f °C (mm) W'NPT ~'(13) 155 68 175(12) 100 38 5.8 2.25(57) (R'/2) 175 79 150 66 **Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing ,(m) mm (Lpm) 12 x 12 (3.6x3.6) 16 (61) 7.6 (0.53) 14 x 14 (4.3x4.3) 16(61) 7.6(0.53) 1-4 R3513 16 x 16 (4.9x4.9) 16 (61) 7.6 (0.53) (25-1(30) 18x la (5,5x5.5) 19(72) 10,8(0.75) 20 x 20 (6.1x6,1) 22(83,3) 14.4 (1.0) **Calculate for a. 10 density but in no case go below the baseline flows & pressures Technical Data: F1 Res 76 Pendent and Recessed Pendent Nominal .~Her~ Mm. Mm. ~r Thread Orifice Pt~lmze Aml~enl K S~e Inch Fla~hg pd T~ ~ (mm) ~ ~(~ ~ ~ (~) 1~ 38 ~"N~ ,~'(135) 155 ~ 175(12) 7.6 225(57) ' (R~) .~Z5 ~ 1~ 66 *Baseline flows and pressures for 0.05 density Max. Sprinkler S;dnkler Spacing Row Pressure Identi~atlon It(m) gpm(I, pm) p~ (her) Number(SIN) 12 x 12 (3.§x3.~) 21 7.6 (0.53) 14 x 14 (4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6 (0.53) R7618 18 x 18 (5.5x5.5) 21 7.6 (0.53) 20 x 20 (6.1x6.1) 23 9.2(0.63) AdJuslrnent "A" Face of ~flng to ceiling Type Inch (mm) Inch (mm) Inch (mm) F1 ~ (19.0) Min.= ~" ,(19-1) ~e. ~e (4.7.24.0) Max.=l~' (38.1) F2 ~ (12.7) Min.='~e" 23.8) Max.=l~" 38.1) ~e-~e(4'7'17'4) *Calculate for a. 10 density but in no case go below the baseline flows & pressures · Model F1 Res 49, 58 & 76 CCP Pendent · Model F1 Res 49, 58 & 76 Recessed Pendent / FP FP push-on/thread-off escutcheon 1J5FG04C F1 2 5/8' [66.7mm] Oz4, t l/*"l~LSmm] HEIGHT RES 49, 58 & 76 CCp PEND. Fig. 3 NOTE: The F1 Res 76 will use a 1" x 3/~, reducer. Fig, 4 Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP CCP Options Data: (mm) oF =c oF ~c °F =C (mm) W' NPT 2.25 (RY2) ~'(11) 155 68 135! 57 175(12) 100 38 4.9 (57) Cover Adjustment Inch (n~t~) ~ (12.7) ~ (4.7) *Baseline flows and pressures for 0.05 density Max. Row IN'emmm Sprinkler It{m) gpm (Lpm) psi(bar) Number (S~) 12 x 12 (3.6x3.6) 13(49) 7,0 (0.48) 14 x 14 (4.3x4,3) 13 (49) 7,0 (0,48) 16 x 16 (4.9x4,9) 14 (53) 8.2(0,56) R3516 18x 18 (5.5x5.5) 18(68.1) 13,5 (0.93) 20 x 20 (6.1x6.1) 20(75.7) 16.7(1.14) CCP Height Inch (mm) '~, (24) ~(19) FP Data "A": FP Position Inch (mm) Max. Recessed ~ (11) Min. Recessed ~ (24) Sprinklers shown in Rg. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above, Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (mm) oF "c oF ~c °F ~C (n~) "NPT (RY2) 1/~'(13) 155 68 135 57 175(12) 100 38 5.8 2.25(57) *Baseline flows and pressures for 0.05 density Max. Sprinkler gp~ (Lpg) Numar (aN)'~""'~"'"' s."?m'? 12 x 12 (3.6x3.6) 16(61) 7.6(0,53) 14x 14 (4,3x4.3) 16(61) 7,6(0.53) 16 x 16 (4.9x4.9) 16(611 7.6(0.53) R3513 18 x 18 (5,5x5.5) 19 (72) 10,8 (0.75) 20 x 20 (6.1x6.1) 22 (83.3) 14.4 (1.0) Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (mm) oF .c oF ~c oF ~c (r~) -~"NPT ~' 155 68 135 57 175(12) 100 38 7.6 2,25 (R3/4) (1~..5) 175 79 150 66 (57) *Baseline flows and ~rsssums for 0.05 density Max, Spdnlder 12 x 12 (3.6x3.6} 2t 7.6 (0:53) 14 x 14 (4.3x4,3) 21 7.6 (0.53) 16 x 16 (4,9x4.9) 21 7.6 (0.53) R7618 18 x 18 (5.5x5.5) 22 8.4 (0.58) 20 x 20 (6.1x6.1) 25 10.8 (0.74) *Calculate for a .10 density but in no case go be ow the base ne f ows & pressures · Model F1 Res 44 & 58 HSW · Model F1 Res 44 & 58 Recessed HSW/F2 F2 escutch, eon, ~" (13mm) aajustmen[ Technical Data: F1 Res 44 HSW & HSW/F2 Ilt~adlO~cel Tem~ IPm~el ~.,~'~'~1 K I L~gm (mm) Escutcheon, F2, Data: ...- I F2 ~ { 13) Ss- "/,~ (4,7 - 17.4) *Baseline flows and Ma~ Spdnlder 12 x 12 (3.6x3.6) 14 x 14 (4,3x4.3) 16 x 16 (4.9x4.9) 16x 18 (4.9x5.5) 18 x 18 (5.5x5.5) _ 16 x 20 (4.9x6.1) 12x 12 (3.6x3.6) 14 x 14 (4.3x4,3) 16 x 16 (4.9x4.9) 16 x 18 (4.9x5,5} 16 × 20 (4.9x6.1) (mm) 4-6 (101-152) 6-12 (152-305) 3ressures for 0.05 density 55(68) 1 175 (79) 12 (45.4) 55(68) 1 175 (79) 14(53.0) 55(68) 1 175(79) i 16(60.6) 55(68)t 175(79) 1 18(66.1) 55(68) I 175(79) J 19(72.0) 55(68) / 175(79) 1 23(87.1) 55{68) / 175(79) 1 14(53.0) 55(68) ~ 175(79) I 16(60,6) 55(68) ~ 175(79) 17 (64.4) ~,5(68) / 175(79) 20(75.7) s5(sa) / 175(79) I 23(87.1) 7.5 (0.52) 10.2(0.71) 13.3 (0.92) 16.8(1.16) 18.7 (1 29) 27.4 (1.89) 10.2 (0.71) 13.3 (0.92) 15.0 (1.04) 20.7 (1.43) 27.4 (1.89) Sl~nk~ Number(SIN) R3531 *Calculate for a .10 density but in no case go below the baseline flows & pressures · Model F1 Res 44 SWC t F1 RES 44 SWC Fig. 5 Technical Data: F1 Res 44 SWC (mm) ~ ~C ~ ~C (bar) ~F ~C (mm) V2"NPT %'(10) 155 68 135 57 175(12) 100 38 4.4 2.45(62) *Baseline flows and 3ressures for 0.05 density ffSl~m? Deaa=a~ (1~) p~d (bar) Number (SIN) ~ (mm) 12 x 12 (3.6x3.6) 13(49.2) 8.7(0.60) 14 x 14 (4.3x4.3) 14 (53.0) 10.2 (0.71) 16 x 16 (4.9x4,9) 4-6 17(64.3) 15.0(1.1) (101-152) 16x 18 (4.9x5.5) 19(71.8) 18.7 (1.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(1.89) R3531 12 x 12 (3.6x3.6) 14(52.9) 10.2 (0.71) 14x 14 (4.3x4.3) 6- 12 15 (56.7) 11.7 (0.81) 16 x 16 (4.9x4.9) (152-305) 18(68.1) 16.8(1.16) 16x 18(4.9x5,5) 20(75.6) 20.7(1.43) *Calculate for a .10 dens_ity but in no case go below the baseline flows & pressures Technical Data: F1 Res 58 HSW & HSW/F2 (mm) oF oC(bar) °F <~C (mm) ~" NFq- 155 68 100 38 (R¥?) Yz" (13) 175 79 175(12) 150 66 5.8 2.45(62) Escutcheonr F2~ Da~: F2 ~ 13) ~.I~ 4.7-17.4) *Baseline flows and pressures for 0.05 density ~nch (mm) 12 x 12(3.6x3.6) 155(68) 175(79) 16(60.6) 7.6 (0.53) 14x 14 (4.3x4.3) 155(68) 175(79 18(68.2) 9.7 (0.67) 16 x 16 (4.9x4.9) 4- 6 155 (68) 175 (79) 21 (79.5) 13.2 (0.91) (101-152) 16xlS(4.9x5.5) 155(68) 175(79) 25(94.7) 18.6(1.28) 16x20(4.gx6.1) 155(68) 175(79) 29(109.8)' 25(1.73) R3533 12x12(3.6x3.6) 155(68) 175(79) 22(83.3) 14.4(1.0) 14 x 14(4.3x4.3) 6- 12 155(68) 175 (79) 22 (83.3) 14.4 (1.0) 16x16(4,9x4.9) (152-305) 155(68) 175(79) 26(98,4) 20.1(1.39) 16xlS(4.gx5.5) 155(68) 175(79) 31(117.4) 28,6(1,97) *Calculate for a. 10 density but in no case go below the baseline flows & pressures Finishes(1) Standard Finishes Sprinkler Fl, F2, FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polyester Coated White Painted Special Application Finishes Sprinkler Flr F2~ Escutcheons Bright Brass Bright Brass Black Prated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3, Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish Maintenance Model F1 Res 49, F1 Res 58 & F1 Res 76 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, end 13R. Do not cleen sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove eny sprinkler which has been paihted (other than facto~J applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation, Model F1 RES 49 Residential Sprinkler Specifications Model F1 Res 49 & 58 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] Iow flow residential pendent sprinklers engineered., to provide a minimum design density of 0.10 gpm/ft~ over the listed coverage area. Usted flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler flame end deflector shall be of bronze frame construction having a V2" NPT thread. Water seal assembly shall consist of a Teflon-coated Bellaville spdng washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 4,9 & 5.8. Standard finish: [Bronze] [Chrome-plated] I~Nhite Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 49 & 58, SIN R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 Recessed PendentJF1, Model F1 Res 49 & 58 Recessed Pendent/F2, Model F1 Res 49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Usted] [New York City MEA Approved (258-93-E)] iow flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.10gprn/fff: over the listed coverage area. Listed flows as specified by the menufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines end the applicable installation stendard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for, such ,,use. Deflector-to-ceiling distance listing shall be 1' to 8 maximum. Sprinkler flame and deflector shall be of bronze frame construction having a 1/2,, NPT thread. Water seal assembly shall consist of a Teflon"coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, end having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [VVhite Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-pieee escutcheon [with W' adjustment (Mede~ F2)] [with 3,~,, adjustment (Model F1)] [of push-on and thread off design with W' adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 49 & 58 Recessed Pendent/F1] [Model F1 Res 49 & 58 Recessed Pendent/F2] [Model F1 Res 49 & 58 Recessed PendentS] SIN R3516 & R3513 (Bulletin 135). Model F1 Res 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] Iow flow residential concealed sprinklers engineered.to provide a minimum design density of 0.10 gpm/~ over the listed cover, age area. Listed flows as specified by the manufacturer s technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame end deflector shall be of bronze frame construction having a 1/~,, NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assembly shall consist of a brass cover plate end copper alloy retainer flange. Method of att~chJng the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a 1/2" cover plate adjustment, Cover plate temperature rating shall be 135°F (57°C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Stendard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model F1 Res 49 & 58 CCP, SIN R3516 & R3513 (Bulletin 135). 10. A&F FIRE PROTECTION 28E, CHESTNUT ST, NASSAPEOUA N.Y 11758 Design Specifications Density : 0.000 De ~lgn Area: 0,00 NoLes: Water Supply Information 55.00 psi ~ 0.00 gpm 54.00 psi ~ 60,00 gpm System Demand 44.94 psi 40,8 gpm List of Fitting Abbreviations Example: "E2TC" = one Std. Elbow, two Std. Tee ~, and one Check Va Code:Description Code:Description Code:Description Code:Description A : Alarm Va H : 0 : V : B : Butt'flyVa I : P : W : C : Check Va 3 : O : X : D : DOUB.CH.V. K : R : R.P.Z. Y : E : Std. Elbow L : S : Z : F : M : T : Std. Tee G : Gate Va N : U : Calcs By: JR checked: 3/12/10 Page: 1 3ob No: ] RICCO RESIDENCE Desigr~ dens i ~.y: Supplied flow and pressu/e is based orl 44.94 psi available at supply ( 54.51 psi is actu~lly available ) F~e~:. PRESSURE K FLOW Per cent ReF. Pt. Pt Pv Pn Factor Actual Minimum Excess Pt. i 20.?0 20.70 4 .40 20.0 20~0 0..07~ 1 ~? 22.25 22.25 4 ~40 20,8 20.0 4.0~ 2 Calcs By: JR Checked: 3/12/10 Page: 2 Path Summaf'y Printout for RICCO RESIDENCE Job hl,:J: ] 3/12/10 System : [JET Principal path :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: Ref Etev. Pressure(poi) K Flow (gpm) Veloc Diam. ActualFittingFitting Total Frict.Loss Elev, Loss Next Ref Pt. ft. Pt Pv Pn Factor Added Total fps in. Length Summary Length Lengthper.ft Totat Psi (ft.) Press Pt. (c:t20) 28.75 20.70 20,70 4,40 20,0 20.0 6.73 1.101 15.00 15,00 0,103 1.54 22.25 2 28.75 22.25 22.25 4,40 20,8 40.8 13,70 1.101 12,50 E 2,53 15.03 0.384 5.77 28,02 3 28.75 28.02 28.02 40.8 8.55 1,394 21.25 E 3.15 24.40 0.122 2.97 9.22 (21.25)40,21 4 7.50 40.21 40,21 40.8 8.55 1.394 12,00 E 3.15 15.15 0,122 1.84 42.05 5 7.50 42,05 42.05 40,8 8.55 1.394 4.50 E 3.15 7.65 0,122 0.93 t.95 ( 4.50 )44,94 6 3,00 44.94 ...... Calco By:JR Checked By: Page: P-O1 %~3~:~:310322r Hyperoaic Program by Crowley Design Group, (215)-337-7060 b 24' O" ~'-~' ~1oS L,ne or Ov~'rh*~- ~' ~ld~ × 8' H~gh Ovhd. Door "I' UJde 8' High Ovh& Door I Cone, Curb IMUDROOM O~k Rerl/ ~n F,reCzer ..... ,~ OW Oak J" m Mudroom Iii Lm~ of Overhang Table I0'-0" f lSr~L' FIRST FLOOR PLAN J~ 3°I NORTH '0 -O SQUARE FOOTAGE: Iai. FLOOR 2044 5F 2ND FLOOR FlOC 5F TOTAL LIVING: ~144 5F GARAGE fAf, tached). B1z 5F FUTURE /Over Gari~ge) 42B 5F FRONT PORCH. 1(.8 5F REAR PORCH: "~B8 SF TOTAL PORCHES: fi2z 5F UPPER DECK 83 5F EXISTING SHED; 260 5F NEW SWIMMING POOL: 2t.O 5F NEW SPA~ 48 SF Lo'r COVERAGE: 4104 5F PRED~RICK ~O~ERT ARCHITECT cO E) 0 0 CZ DRAItlING TITLE~ FIR,.ST FLOOR JOB: RICCIO RESIDENCE INDIAN NECK ROAD PECONIC. NY TOI~IN OF §OUTHOLD 5C']'11~ ARCHITiECT** PRF. DERICK R. UJEI~ER GRr~ENLA~N, NY B140 OCT 31. AUG 31. ~OOfl 51TE DRAINAGE: AREA VOLIJ~IE (Requrd) DRAINAGE STRUCTURE§ ¢0LIIilE {Pr0wded) PROPOSED ,.SANITARY SYSTEM IE%) BEDROOH SINGLE FAMILY BOO GAL. 5EPTID TANK 'iOO $.F. 5[DEWALL AREA OF LEACHING POOL5 II POOL, IO' DIAMETER, 13' DEEP) MEET ALL 5.C. DEPT. OF HEALTH SERVICES REGULATIONS. EXISTING SANITARY SYSTEM TO BE pUMPED OUT, FILLED CLEAN SAND AND ABANDONED FF HOUSE EL INVERT HOUSE EL +21.O' I' MIN. ( 2' MAX. CONCRETE CHtMNEY DEPTH 4"e APPROVED PIPE I/4" PER FT. MIN. Pi CH ~ INVERT EL +2DJ FLOW _ ~ BAFFLE TRAFFIC LOCKING CAST BEARING , IRON COVER SLAB 4"~ APPROVED PIPE. I/8" PER FT. SEPTIC 3' ~N. TANK COLLA~ (1~OO Q -.) GRADE EL CONCRETE COVER TRAFFIC LEACHING POOL NOD 5F 51DELtJALL) TEST\ WELL =ROPOSED ./-.NEW.--_---WELL Pool ~\~ _~ry~ll ) Drain~c '~x20' ~N~TARY Drytuell SURVEY INFORMATION: JOHN C. EHLERS LAND SURVEYOR 4 EAST MAIN STREET SURVEYED: MARCH I, 2004 TOPOGRAPHT ADDED- JULY SURVEYOR'S NOTES: I. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1~2~ DATUM EXISTING ELEVATIONS ARE SHOWN THLIS: EXISTING CONTOUR LINES ARE SHOWN THU5~- -- -5 ......... 2. FLOOD ZONE INFORMATION TAKEN FROM FEI'lA FLOOD iNSURANCE RATE MAP fFIRM) No ~IOSCOI&4 G DATED, MAY 4, ZONE AR; BASE FLOOD ELEVATION~ DETERHINED ZONE × : AREAS OF BOO-YEAR PLODS; AR~AE OF lDO-YEAR FLOOD FILTH AVERAGE DEPTH OF LESS THAN I FOOT OR ~lITH DRAINAGE AREAS LESS THAN I SQUARE MILE; AND AREAS PROTECTED BY LEVEE5 FROM IOO-'(EAR FLOOD. RECORD DEED L.~83~ CP. $24 LOT COXCERAGE fPROP PROPOSED H(~U S E " 2 PROPOSED GARAGE' iAt. t.~ched): PROPOSED POR. C~ES: ' PROPOSED~¢~/POOL: '~O8-5F EXISTINg/SHED; 2BO ~ PROPOSED TOTAL. /~,~421B PROPERTY O~ER$: ROBERT J CLAIRE RICCIO (&BI2 INDIAN NECK LANE, LLC.) 51TUATE: PECONIC TOBN OF GOUTHOLD SUFFOLK COUNTY, NE~ YORK LOT AREA: 2&,180 ¢ fOLD Acres) ZONING; R-80 F~ONT: 40' LOT COVERAGE (MAX.): 20~ HEIGHT (ACCESGO~Y) MAX.: 18' FLOOD PLAIN: X SITE PLAN I" = 20'-O" NORTH FREDERIC~ ROBERT BEBER ARCHITECT O 0 0 DRAIIJING TITLE: 51TE PLAN JO~ RICCIO RE,51DENCE &~12 INDIAN NECK ROAD PECONIC, NY TOIUN OF 80!JTHOLD 5CTMS IOOO-flS-&-I I FREDERICK R. tUEBER 41 EA.ST PIAPLE ROAD GREENLNIJN, NY 11140 ~2 NOYAC PATH lUATER HILL, NY II~ll& TEL &'~,l 1H-!~BB=: PAX &3,1 2&l-IOa4 SEAL.' I t~ll L~atlon JAN 2&, 2OO~ 5anltarg Rev. DEC IL, 2008' ~EV.~B S. 2OO~ DATE: JAN "1, 2008 5CALF : I' = 20' JOB NO.. a2OOSlq DRAIIJlNG NO. A OF A'"i PATIO (At Grade) 8'-0' SPA 13' $~IIMMING POOL PATIO fat. Grade) / bme of Overhang ANTRY RetS/ Freezer ', [ uJme 28'-0" fi' UIMe x 8' H~gh Ovhd. Door Ovhd. Doors 23'fo" fi' Uhde 8' H~gh Ovh& Door On rS) Rmers ~ 1 I/2" ;If/ Conc. Curb J Top of I IKITCHENI Oak ., ...... .. F. EL !F-O" 'I~ININC~ ROOM I Oak [FOYER] " " ILAUND ¥ I Tile UP Cabinets {LIVING ~OOMt Oak 1'-1" C-2" 4' r-2" F" ~ RESSIN( Oak Oak IM~R- {STI ::Oak IF-4" 18'-(.' FIRST FLOOR PLAN W4" = I'-O" NORTH SQUARE FOOTAGE: let FLOOR 20(~O 5F 2ND FLOOR 1424 SF TOTAL LWrNG: 3L84 SF GARAGE fAttachecJ): Bq(* SF FUTURE fOYer Garage) 3f3 5F FRONT PORCH: 1(.8 SF REAR PORCH; 142 5F TOTAL PORCHES: flIO SF UPPER DECK IO8 SF EXISTING SHED: 2BO SF NEUJ SUJIMMING POOL: 2(~O 5F NEUI SPA: 48 5F LOT COVERAGE: 4{O4 5F FREDERICK ROBERT ARCHITECT DRAUJING TITLE.' FIRST FLOOR JOB,: RICCIO RESIDEflCE INDIAN NECK ROAD PECONIC. NY TOIIIN OF 5OUTHOLD $CTI'~# IOOO-qB-&-I ARCHITECT.- FREDER~K E. ~EBER 41 EAST ~APLE ROAD GREENLA~N, NY I11~O ~2 NOYAC PATH · ATER HILL, NY Ilflq& TEL &2,l 1S4-$EEE FAX z3,1 2&1-1084 SEAL: REV.: DATE: I~AY 2q. 3OOq SCALE : I/4' - I'-0" JO~, NO: I2OOSll DRAmlNG NO. A3 OF A~ NOTES= /- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3- ALL BALLS SEPARATING GARAGE FROH HOUSE TO BE I-HOUR FIRE RATED lB/8" TYPE "X" GYP. 4- ALL STEEL GIRDERS BEARING ON P,CONC. FOUNDATION BALL TO HAVE 4"xf,"xl/2" B.PL. fUNLE$S OTHERIIJISE NOTED) ~- ALL COLUMNS TO HAVE G"xlO"xl/2" B.PL. 4- GARAGE SLAB TO HAVE 4"xG" Ia/ia WWF REINF, PROVIDE I/2" EXPANSION JOINT AT SLAB PERIHETER, 9- STEEL SHALL BE ASTM A-5~ (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A~3 ROUND PIPE). STEEL WORK SHALL CONPORH TO THE LATEST AISC SPEC. 8- ALL FOOTINGS TO BE A HIN[MUM OF 3'-0" BELOW GRADE, Line Recess for Tile -'lBabh I) ~rad~ Thick P. Cone. Wall w/ ~B Bars Top t on 22"xlO' Cone. ]" Thick P. Conc. Foundation Wall ~ Bars To~ on 20"xlO" Cont. P, Conc. Ftg. (Porch Perimeter) Ulell 5pace I01 Pocket ?~nd Floor Plumbm~ I0r' Dowel Slab Found, Wall Profile o? Column~ Above [' IUNEXCAVATED I 28'-0" 4" P. Cone. 51ab ~/ ~,"x4" IO/IO Rem?. (Above-T§p,) To or Above Plumbing in Ball) _x_ _ W IOx4B w/2x& [RECRE~ Brdg. idspan ~ Dowel 51ab into Found· Wall [TBD.) IUNEXCAVATED I 4" P. Cone. Slab 4"×4" IO/IO WWF Re'mt fAbove-T~p.) :O W IOx45 ~/2 4" O.D. Column on --P. Cone. Fig. BASEMENT I 4" P. Cone. Slab 4"xC' lO/lO WWF Relnf. 111 -~ III ', III ~ Ill ~ III III Shelvln~ TV on ~ x Cabinet 5helvlnc 24'-0" W IOx4B a/2x& Tap Pi EWINE CELLAR Wine Bmck Wall -- Columns AhoyI 8" Thick P, Cone. Foundation Wall (2) ~:~ Bara ~,op Bottom on 20 xIO Cotlt, P. Conc. Ftg. (Garage Walls) IUNEXCAVATEDJ Step, F o,,otlnc~ to 4-O Helc 22'-8" to 1 t nd S2"xIC' Bsmt. Window 6 ~ IL ...... ..-~. II r" ,..x.. r~ i Line El ~ece~s mil mil Under 4" O.D. Column .? 15'-8" IO" WANICAL] 300 Panel P Below 13'-2" Bsmt. Wlndom IO" Thrck P. Cone. Foundation Wall w/ (2) ~¢B Bars ,T,,op_ } Bottom on 22 xlC2 Cont. P. Cone, Above FOUNDATION PLAN I/4" = I'-O" BLBG DEPT FREDERICK ROI=,ERT ARCHITECT O © © DRAIUING TITLE: FOUNDATION JOB: RICCIO RESIDENCE INDIAN NECK ROAD PECONIC, NY TO~N OF -~OWTHOLD ECTFII IO00-qB-z-I ARCHITECT= FREDERICK R. IIIEBER 41 EAST PIAPLE ROAD GREENLAIIJN, NY 11140 E2 NOYAC PATH WIATER I'IILL, NY 1191& TEL &3l FAX &~,l 2&l-lO84 dAN I~1, 2010 DEC 22, 2001 P~l/P~tmo DEC 1, 2009 ~t/Po0t NOV I&, Ba~ OCT 2]. 2OO~ · mndo~s OCT I~, 2OO~ ~mn~o~s OCT ~. 2OO~ Mmsc AUG 31, 2009 DATE: JULY 14, 2COal ,~CALE : I/4' = JOl~ NO: I2OO~11 DRA~ING NO. A2 OF Aq NOTE.5: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3OOO PSI AFTER 28 DAY5. S- ALL WALL5 SEPARATING GARAGE FROH HOUSE TO BE I-HOUR FIRE RATED (~/8" TTPE "X" GYP, RD.) 4- ALL STEEL GIRDER5 BEARING ON P.CONC. FOUNDATION IUALL TO HAVE '4"xC'xl/2" B.PL, (UNLESS OTHERWISE NOTED) ~- ALL COLUHN5 TO HAVE ~"xlO"xV2" B,PL II Belou Sancta?§ Lme to Tank ~, Removeable 5helYe~/ Clean-out ?or Tile -'(Bath I) 2'-0" l, 9'-0" 1, 2'-0"I 9'-0" 1 2'-0" , Well 5pace 28'-0" ToI Above Grade Prohle or Columns Above o? 9'-&" Dro~ Oomel Slab Found. Wall 28'-0" 4" P. Cone. Slab &"xG" IO/IO IUIUF Rem[ (Above-Tsp.) ')nd Floor PiumblnQ in Wall) I0" Beam ~Tgp.) W IOx4~ w/2x& :O W lox45 Thick P. WIUi ~/ ~ Bars To ¢ Cone. ting (T~p.) O Brdg. hdspan ~ 4" O.D, S~eel Column on P. Cone. BASEMENT I 4" P, Cone. Slab Do~el 51ab into Found. Iuall {T§p,) ~NEXCAVATED I 4" P. Cone. Slab ~,"x&" lO/IQ WWF ~elnf'. (Above-T§p,) W IOx4~ m/2x4 Tqp IU[NE CELLAR Brick Wall- 2-3 I/1¢ 3'-; 1/1¢ ¢-I1" Under Iuell Tank lU 4" Column TV on~ 8" Thick P. Cone. Foundation Iuall m/ EUNEXCAVATED I IH ~ullt-m Shelving Found. Wall to Provide Drop ,n Iuall a Door) Drop mn Foundation Wall for Door- ~2"xl&" Bsmt. II =11 Tde .Xll m M. Bath ~ll II Top 300 Panel HANICAL I Below , lO" Thick P. Cone, Foundation WIUI m/ [UNEXCAVATED] Above Grad Profile Columns AhoyI~ 18'-¢ 15'-9" FOUNDATION PLAN I/4" 1'-O" FREDERICK ROBERT ARCHITECT DRAIIIING TITLE: FOUNDATION JO~: RlCClO RE,51DENCE INDIAN NECK ROAD PECONIC, NY TOIIJN OF 5OUTHOLD 5CTII# IOOO-qE-l-I ARCHITECT: 41 EAST MAPLE ROADI GREENLAINN, NY 11140 B2 NOTAC PATH 101ATERMILL, NYIIg'I, I , ~c~ ,OlO 5lec/Mm~c DEC 22, 2009 P~l/Patmo DEC ~, 2009 K~t/Poot NOV I&, 200q Bag OCT 21, 2009 ~mdo~s OCT I&, 2OOfl ~mnao~s OCT S, 2OOq Hmc AUG 31, REV.= DATE: JULY 14, 200q SCALE : I/4" = I'-O" JO~ NO: a2OOEI1 DRAWING NO. ~ITEE DRAINAGE: AREA VOLUNE (Required) ~RA~NAGE STRUCTURED VOLUNE IProv~ded) 8' Dom~: d2 cf 8' Ring; 42.2~ tUFt of He~ghL PtROPOSED 5ANITAF ¥ SYSTEH BEDROOId SINGLE FAHIL¥ RESIDENCE IEOO GAL. SEPTIC TANK 400 S.F. SIDEEIALL AREA OF LEACHING POOLS fl POOL, IO' DIAMETER, I$' DEEP) MEET ALL S.C. DEFT. OF HEALTH SERVICES REGULATIONS. EXISTING SANITARY SYSTEM TO BE PUMPED OUT, FILLED El/ CLEAN SAND AND ABANDONED I' MIN. t 2' MAX. FF HOUSE CONCRETE EL +24.$' CHIMNEY DEPTH EL INVERT a 4"¢ APPROVED HOUSE PIPE, I/4" PER FT. EL +21.O' PriN. PI CH ~- EL +20.E' T FLOLU SEPTIC TANK flSOO G L.) 8'-0" (b TRAFFIC LOCKING CAST BEARING iRON COVER TO GRADE SLAB~ 4"¢ APPROVED / PIPE. I/8" PER FT. / MIN. PITCH INVERT INVERT 3' MIN. COLLAR (400 GRADE EL +23.2E' CONCRETE COVER TRAFFIC BEARING LE ,C FLING ~;' 51OEL~ALL) 0° =ROPOSED [~ELL TEST~ [/JELL Drg~ell "\ OO PLUMBING ALL PLUMBING WA~rE & WATER LINES NEED T~ESTING BEFORE COVER SURVEY INFORIqATION; JOHN C. EHLBRE LAND TOPOGRAPHY ALDED: JUL.% SURVEYOR% NOTES: COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -- I ~ SOUTHOLD TOWN ZBA -- ~. ~"80UTHOLD TOWN ?U NNING BOARD FREDERICK I. ELEVATION5 ARE REFERENCED TO N.G.V.D. lfl2fl DATUMS~,/UTHOLDT©WNTRiS1EES EXISTrNG ELEVATIONS ARE SEOEIN THUE: %~, -- EXISTING CONTODR LINE5 A~E 5HO~N THDS~ ....... ~ ........ 2. FLOOD ZONE INFORMATION TAKEN FROH FEMA FLOOD RATE HAP fFIR[ll No. 3~103CO1~4 G DATED, HAT 4, ZONE ~E: BASE FLOOD ELEVATION8 DETERMINED ZONE X ~ AREA5 OF ~00-TEAR FLOOD: A~EA5 OF lDO-TEAR FLOOD ~TTH AVERAGE DEPTH OF LES5 THAN I FOOT OR ~ITH DRAINAGE AREA5 LB55 THAN mir ! ' r '-- '" :'; OCCUPANCY OR USE IS UNLAWFUL 'TEST HOLE _I~_.NOTPROCEEDV~I'~ WITHOUTCERTiFiC I' '~I~I~IN(~ UNTILBURVEY OF OCCUPANCY '_0F FOUNDATION' LOCATION'. ' HAS BEEN APPROVED. i~IeDONALD GEOSCIENCE JANUARY II, 2008 TE EL t23' Dark Brown Loam Ol DATE: Bromn 511tg Sand 5M -- 4' Bromn Cla(~eg 5and SC 8' Pale Brown Fine to I~edlum Sand No Elater NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING iNSPECTIONS: 1. FQUNDATION- TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORR STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. CERTiFICAT ON OF NAILING & CONNECTIONS REQUIRED. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YOF/K STATE. LOT COVERAGE fPROPOEED): P~OPOSED HOUSE: 2,044 PROPOSED GARAGE fAttached): 5T& SF PROPOSEET PORCHES: ~2~ 5F PROPOSED 5PA/POOL; ~O8 5F EXISTING SHED: 2~O 5F ~WN CODE. '""~ PROPOSED TOTAL: 4lO4 f18.4%) PROPERTY O~INER$: ROBERT ¢ CLAIt~E RICCIO f~EI2 INDIAN NECK LANE, L.L.C.) TOL~N DP SOUTHObD SUFFOLK COUNTY, NELU YORK 5CTH~ mOOD-fl8-&-[ LOT AREA: ~&,lSO s¢ (O.&O Acres) ZONING: FOR ZONING SETBACK5 5BE CODE SECTION 280-124 "NONCONPORHING LOTS' [20,O00- YARDS; ~PRINCIPAL) F~ONT: 40* SIDE (ONE): SIDE [BOTH~: LOT COVEEAGE (~AXJ: 20~ FLOOD PLAIN: X 81 PLAN I' = 20'-0" NORTH U DRAUJlNG TITLE; ,51TE PLAN JOB: RICCIO RESIDENCE INDIAN NECK ROAD PECONIC, NY TOIIIN OF SQL[THOLD ~CTI'Is IOOO-qS-f.-I ARCHITECT= ON'"'"" 41 EA.~T i'qAPLE ROAD I I NI[~OCONT, ENTBE~ORE GREENLAIIIN. NY' ,14o SUPPLYSYSTEMCANNOT I TEL &~l EXCfi'ED 2/10 OF 1% LEAD. Eoum Footprint JULY 14, 200q UJell L~ab~ ,JAN 2&, 200~ San~rg Rev. DEC I&, 20OB Fei Fencing DEC II, 2OOS Drama~/BoIfer ,JULY 34 2008 REV..' FEB E, 200B DATE: JAN 1. 2008 SCALE : l" = 20' JOB NO: ~200E1'1 DRAtUING NO. A OF Aq ARCHITECT NOTES: DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER PARALLEL PARTITIONS AND AROUND ALL OPENINGS. 2- CONCRETE TO BE 3000 PSi AFTER 25 DAYS. 3- ALL ~IALLS SEPARATING GARAGE FROM HOUSE TO BE I-HOUR FIRE RATED (~/8" TYPE "X" GYP. 4- ALL STEEL GIRDERS BEARING ON P.CONC. FOUNDATION WALL TO HAVE 4"xC'xl/2" B.PL. [UNLE55 OTHER[UISE NOTED) S- ALL COLUHN5 TO HAVE W'xlO"xl/2" B.PL. IUNLE55 OTHERUIISE NOTED) /,- GARAGE SLAB TO HAVE C'xC' lO/lO LULUF REINF. PROVIDE I/2" EXPANSION JOINT AT 5LAB PERIMETER. q- STEEL SHALL BE ASTM A-~z IEXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A~$ ROUND PIPE). STEEL WORK SHALL CONFORI' TO THE LATEST AISC SPEC. 8- ALL FOOTINGS TO BE A MINIMUM OF 5'-0" BELOW GRADE. To Approved 5anltar§ ToI -Porch Foundation Above Grade Prohle of Columns Above of Above 2'-0" 9'-0" ' " f ~-0 9'-0" i'~'-O" 8" Thick P. Conc. Foundatmon Wall (2) ~ Bars ~?p Bottom on 20 xlO Cont. P. Conc. Ftg. (G&rage Walls) UNEXCAVATEDJ from bt Found. Wall to Provide r Drop in Foundaltlon Wall rot Door- 1 J ~, Op ~ ~' Ill ravel · /2x& PI Haunch/ III Under ___11~__ J IUell Tank 'f" O.D. Column on ---~1 .... -P. Cone. W lOx2; (T~p.) '- - - Ill LU IOx45 ~/2x& UJ IOx'~ LU/: o~lllpI I X Brdg. eMidspan '~" O.D. Steel Column on SC'> P. Co~c. Ftg. Thick P. Cone. ~ Bars ,T, op ,~ torn on 22 xlO P. Cone. ITBp.) IBASEMENT l 4v' P. Cone. 51ab C'x&" I0/]0 [UWF Reln¢. (T~p.) ~ IOx45 ~/2x(, Top PI III Tbck P. Cone, ·all m/ ~¢~ Bars .T, op on 20 'xlO' Cont. P, Conc. Ftg. (Porch Perimeter) IlUNEXCAVATEDI IIIi ~--III--~ IIH ~ IlL .... =111 for THe ,Xllt in M. Bath ~lll ~ Ill ~ Ili ~ ~ III ~[11 Beam // ToD ~ ~T~D.) III IO" Thick P. Cone. FoundaUon Elall w/ Bottom on 22 xlO Cont. P. Cone. Foobng (T§p.) [~NE×~^~ATEDI Above of Columns Abov FOUN___ __ PLAN = I -0 PREDERICK ARCHITECT C) DRAII/ING TITLE: FOUNDATION JO5= RICClO RESIDENCE &SI2 INDIAN NECK ROAD PECONIC. NY TOIIIN OF $OUTHOLD SCTITt 1OOO-qS-&-I ARCHITECT.- PREDERICK R. IIJEBER 41 EAST I'IAPLE ROAD GREENLA[IJN, NY 11~40 E2 NOYAC PATH ~UATER ~IILL. NY I1~1/. TEL &SI FAX &3,1 2&1-1084 DATE: JULY 14, 2OO1 SCALE ~ I/4" '" I'-O" JOB, NO: m2OOSll DRAUJlNG NO. PATIO (At Grade) ~' 5PA IS' 5OJIMMING POOL PATIO [At Grade) Un 24'-0" Cobblestone f 2'-0" 1' Cone. 51ab (."xC' Treated Post, Encloee In Tape?d ,, Column (AME ), Bolt to LUall, Strap to Header -Rail /,'-0 l/2" Red/ I ~ ~ Freezer ..... 2'-8" L~ LER'S PANTRYI Oak I UJme I~tand IK' C ENI Drop: Header liMe × 8' Hie Ovhd. Door Dn (~) Rmera e 1 112" Fire Rated Door (45 MIn,) IMUDROOI'' Oak 4" fl'-8" Hand+ -O" LAUNDR' Table : I Around Laundrg F.F. EL:: Conc. CurI' Top of LIVING ROOM O~k] ....... ... ~lu~h Ffeader Oak ~'-2' Hearth Cabinets ® ® ~'-IO 112" 3'-0" R.0. IREAR PORCH] ~ Bluestone -' q' [Ede 8' High Ovhd, Door !EBBING Oak , iii I® FIR5 FLOOR PLAN (~ I/4"I'-O" NORTH m (,"xC' Treated Post, Enclose In Tape[ed Square Column ( Azek ), Anchor Bolt to Found. lUa)), Strap to Header LLIINDOLU SCHEDULE Clad Fixed* 1'-4" × 1'-4" Fl×e~ No Model Numbers Ret'er to "Marvm", Clad, Lom-E Il ~/Argon Gla~s DOOR .SCHEDULE Unit Model ~ UMth t Height SQUARE FOOTAGE: bt FLOOR 2044 5F 2ND FLOOR IlOO 5F TOTAL LIVING: 5q44 SF FRONT PORCH: V. 8 5F REAR PORCH: 3B8 5F TOTAL PORCHES: ~12~, SF UPPER DECK 83 5F EXISTING 5HEP: 2~O 5F NEIU SLUIMMING POOL: 2(,O SF NEIU 5PA; 48 5F LOT COVERAGE: 4104 5F LOT AREA lTD Bulkhead): 22,32S st' LOT COVERAGE PERMITTED: 22,32~ st' x 20% = 44/.~ 5F FREDERICK ARCHITECT DRAmlNG TITLE= FIRST FLOOR JOB: RICCIO RESIDENCE t,;12 INDIAN HECK ROAD PECONIC. NY TOIIIN OF SOUTHOLD $CTH# IOOO-"g,-/.-I ARCHITECT: FREDERICK R. IUEt~ER 41 EAST HAPLE ROAD GREENLAIIIN, NY 11140 ~2 NOYAC PATH IIJATER HILL, NY TEL &SI "IE4-=~t;t; FAX z31 2z1-1084 REV.: DATE.' JULY 14, 2001 SCALE : I/~' = I'-O' JOB NO: I2OO=11 DRAmlNG NO, OF Aal ', ,, ~ I , I , , i I , , ~~, , , , ~ I , ', t . ~ ~ ~---I ...... ~ .......... ~ ~r~ t ~ ~8" t ~ ~ b ~ I I , i ~ ~ ~~ ................ ~~ ~ ~~~~ ,, ~ '' ~ ~ ~ a~k ~:~ ,~ ~ ' : - T~It~ ~ ~11 Ia ',~ . ~ ' ~ ~ ~ I ~ ,, :~-'~'~ .......... : ~ ' ~ ...... /, - ' ~: ~: .,.,. ~ II ~ / I ~ x /~1 ! /~ I~ ~a~ ~ I I ~ -- %~///~////~/I ~ Above Deck Surface j / ~ e2 Above Deck Surface I I J SECOND FLOOR PLAN I/4" = I'-O' NtO~TH WINDOW SCHEDULE Model Number~ Refer to "Marvin". Clad, Lom-E II m/Argon Glass DOOR SCHEDULE SQUARE FOOTAGE; 2ND FLOOR I100 SF FUTURE fOyer Garage) 428 ~F UPPER DECK 84 EF FREDERICK ROBERT ARCHITECT DRAINING TITLE: ,SECOND FLOOR RlCClO RE,%IDENCE &~I21NDIAHHECK ROAD PECONIC, NY TOWN OP SOUTHOLD ARCHITECT: FREDERICK R, mEBE 41 EAET I"IAPLE ROAD GREENLAUJN, NY 11140 52 NOYAC PATH IUATER HILL, NY Il'RI& TEL &'~l FAX DATE.* dULY 14, 2OO'R SCALE : I/4' '" fi-O" JOB NO~ .200611 DRAUIING NO. A4 O~ Aq Found. LUall Belom Encase ,In Tab,red Sqeare 'Azek' Endo~ur~ 12 12 12 Ix8 Rake Ea. Ix4 Frieze Bd. (Tup.) b )x/~ Clear Cedar Bd. Block-out to Lap Wlndo~ Casing Bed on ~ P, Cone. Re~nf, 51ab, Pitch- Face of Porch ~alls (T~p.) .............................. Clear Frmze to Lap (Painted) :k-out to Form Tapered Square Column (m/ Arched Brackets, T§p.) Flare All ·all I~ (House) -'~, 14 12 Shingle r%u[d Ix4 Frieze (T~Jp,) 50UTH -VATION 12 Bd. IxlO Frieze Bd. Flare Shingled ~alls 5tone J rJ rJ L, L_ _J Face of Porch Dalb (Twp.) Stucco Facing Foundation NORTH ELEVATION ROBERT ~EBER ARCHITECT DRAIIIING TITLE= ELEVATION5 JOB: EICCIO RESIDENCE INDIAN NECK ROAD PECONIC, NY TOIBN OF 5OUTHOLD ~CTHtt 1000-flB-&-I ARCHITECT= FREDERICK R. ~EBER 41 EAST MAPLE ROAD GREENLA~N, NY 11140 $2 NOYAC PATH · ATER MILL, NY IIfll& TEL &3l 1~4-55B5 FAX &SI 2&l-1084 ! REV.= DATE= JULY H, 2OO1 · SCALE .' I/4' = i'-o' Job No: a2oo~;19 DRAIIIING NO. OF A9 I/~['' = I'-O" Chlmne~ Stone F~ I I on Hou~ II. Face of Porch I I I I Foundation I l: Walls (TBD.) I I L__J ri L _J i ~ L _J ~luestone 51ab -- Chlmne§ Cap Chlmne~ -- LLIEST, ELEVATION I/4" = I'-0" 12 'F Face of Porch mils (T~p.) EAST, ELEVA TION 1/4" = I'-O' Flare AU Shingled tUalls ARCHITECT DRAUJlNG TITLE; ELEVATIONS JOB; RICCIO RERIDENCE &$12 INDIAN NECK ROAD PECONI~, NY TOIIIN OF ~OUTHOLD RCTH~ 1000-~18-&-I ARCHITECT: FREDERICK R. IIJEBER 41 EAET HAPLE ROAD GREENLAI[IJN, NY 11140 E2 NOYAC PATH I~IATER MILL. NY 1191(, TEL &SI FAX &SI 2&l-IOn4 REV.: DATE; JULY 14, 2OO1 ,SCALE .' I/4' - I'-O' JO~, NO; m2OO;11 DRAINING NO. OF "Fl§~ng 12 IPORCH I 2xlO R.FL, lC' ac 12 Top o¢ 5ubfloor (House- Tgp.) Top of 5ubfloor (Over Garage) Ia -12) 2xlO! C.T., T Plywood 5ubfioor SECTION OD 174" -- I'-O" 12 2xlO C.T. I/2" F.G. Sound IT~p.) Subfloor IKITCHEN IO" P, Cone. Foundation Top and ~ottom 4" P, Conc. 51ab a/ f."xt." lO/lO WWF Remf. \ 20"xlO" P. Cone. Ptg. 2" 4"~ 5~,,eel ' Prpe,,Cotumn I/4" F.G. Barfs IrRsoC) F~ASEMENT 1 LVL hdr. I/2" on "Flglng 4x4 Post. to framing Found. Wal~ Square "Azek~ Enclosure '1 Cricket- SECTION AA I/4" = I'-O" 12 2x4 ; ~ __ L.C. Copper Galv. Hurrrcane Clips, All Rat'ter~ L.C. Co.er ~oof In ~OOf Cut-out 2xlO O.J,, IC'oc BlockTn~ If-O" PORCH] I/2"¢ x I&" Galv,. A.~., ~/ 2"x2"x~/IC' Square Washers,, ~2" ac R.R.. I&" ac Wood Shingle Roof -on ~/4 x 4 Lathe Ix8 Fascm tSd. f"A zek"- Typo to framing Abo,/e t Found. Wall Belo~. Encase In Ta~,ered Square "Azek 12 PORCh] I~) II 9/8" LVL a JUPPER FOYER J 114"" F.G. (R380) P,~ MIL¥ ROOMI Pl~ood 5ubfloor B/4x4 Mahogany Decking over - Rubber Membrane Roofln~ 12 Wood Shingle Roof -on ~/4 x 4 Lathe Galv. Hurnc~ne Chp~, i ii f3) II 1/8" LVL u ~ ii f2) ~/8"xll" 5tl. I[ I HUO" 1/2"¢ x I&" Galv. Square Washers,, $2" oc IO" P, Cone, Foundatmn 4" P, Cone. 51ab w/ &"x(." IQ/lO WWF Relnf, 20"xlO" P. Cone. Ftc. Interior [LIVING i~ He. [PORCH 4"0 Steel Ix8 Pascm Bd. Post. Anchor to Framm Above Found. tlJ;~l Betom. Encase in Tapered Square "Azek" Steel Girder m/ I/2"0 x I AIl Footings to be 2x(. Top Nailer I~ A.B., m/ Belom Grade Square TI SECTION CC ' , , L__ SECTION L .... J L............... J FREDERICK ROBERT ARCHITECT DRAIIIING TITLE.' 5ECTION.~ RICCIO RESIDENCE &$12 INDIAN NECK ROAD PECONIC, NY TOIIIN OF 501JTNOLD 8CTM# IOOO-qa-&-I ARCHITECT= GREENLAUlN, NY 11140 S:2 NOYAC PATH WATER 19ILL, NY Ilql& TEL FAX /-31 3/-I-IO84 DATE= JIJLY 14. :2009 SCALE .' I/4" = I'-O' JOB NO= ~12OO~19 DRAWING NO. A9 OF A9 I/4" = I'-0" I/~" = I'-O" FINISH SCHEDULE o o o ~ ~ ~ o~ - _ FOYER ~ ~ ~ ~ ~ ~ ~'-O" lx~ Boards ~Fuil Hgt.) LIVING ROOH ~ ~ ~ ~ ~ ~ ~'-O" Ix4 Boards (Full Hgt.) DIN[NO ROOH KITCHEN (Pantry) ~ ~ ~ ~ ~ ~ ~ ~ ~'-O" ]~ ~oards (Fdl Hgt.) ~UTLER5 PANTRY I I t I I I I I ff'-O" Ix~ Boards IFuI[ Hgt.) BATH I I II I I ~ I ~'-O" ~amsCOtlng (4'-&" H~t.) ~ LAUNDRY ~ ~ ~ ~ ~ ~'-0" ~ASTER BATH ~ ~ ~ ~ ~ ~ ~ 8'-0" ~amscotmg H'-¢ Hgt.) PORCH IFront/Rear) t I I :l t ~'-O" STAIR ~Maln) I I t ~ I Vane~ STAIR ~R~ar) I ~ t ~ I Varies UPPER HALL (Linen) I I t ~ I 8'-0" Ix~ Board~ [Full Hgt.) FAMILY ROOM I I I ~ I 8'-O" I~ ~oards ~FutI Hgt.) ~EDROOM 2 I I I 8'-O" CLOSET [ER =) BATH 2 I BEDROOM ~ I t I ~ I Vanes Pitched Cedm~ BATH ~ ~ ~ ~ ~ ~ ~ ~ ~ 8'-O" ~amscotmg ~'-4" HOt,) BEDROOH ~ I I t ~ t Varies Pitched Celhng BONUS ROOM I I BATH q I I I ~ t t I I 8'-0" ~alnscot~ng (~'-4" Hgt.) DECK ~ASEHENT ~ ~ ~ ~'-0" · INE CELLAR ii I ~TORA~E I t I ~'-0' MECHANICAL I 2xlO 14" PITCHED CEILING IN BR2, ER3, BR4 I ,,G, ALVANIZE[~ 'H2 ' 12 HURRICANe: CLIP~" '~ ~, ON ALL ROOF i TYPICA~ iOVHG. 2xlO IO" F,G. BATTB fRS (;2) 2x¢, TOP WALL PL. IS) ':1 I/2" LVL HDR. fTYP.) TOP OF ROUOH OPNO.- '="'J--- FOR "MARVIN" FRENCH DOORB ¢ DOUBLE-HUNG WINDOWS= ;'-IO I/2" ABOVE SUBFLOOR ~/4" PLYWD. SUBFLOOR (NAIL t~ GLUE) TOP OF 2ND FL. EUBFLOOR . GABLE PROJECTION WHERE OCCURS ROOF: WOOD SHINGLE5 WIDE STRIP OF "ICE ~ WATER SHIELD" e ROOF PERIMETER 3/4 x5 LATHE (Horizontal) 2x4 BLOCKING/ INSULATION BETWEEN RAFTERB NOTE~ ALL PLYWOOD TO LAP TOP WALL PLATES CONTINUOUS BHEETS Ix2 SHINGLE MOULDING (ON RAKES) t~,~TOP OF 2ND FL. COPPER GUTTER IUALL PL. FASCIA RAFTER I~, RiP FOR PITCH I&" C.C. TfG. "BEAD CENTERBEAD", PREFINISHED CLEAR, FINGER JOINT SOFFIT UJ/ I" SCREENED VENT STRIP FRIEZE ED. [LAP CASING LEAVING ~ I/2" EXPOSED) x (. WINDOW CASING (Head) SIZE (VARIES) I/2" DIA. GALV. BOLTS, W' O.C. OF IST FL, Pl. COPPER 'G 12 CROLUN Half Furl -SHOI 8" E}ASE Half Full Srze _ BACK BAND WINDOW HEAD Half Full Size [IJhere [[llndou~ 51fl~ Extend Backsfaah to Unde~eMe o~ 5~11 LLIINDOLU SILL Half Pull Bize UJINDOUJ SI_L-- ELEVATION BAND I/8" LI I/:~" S I/2" I/4 UJINDOUJ/DOOR CASINO- TYP. Half Full B~ze K2" i/4" ~ I WIDTH AB REQUIRED /4" ~ :IS'''~'' ~<¢",i ~ v'," ¢4.'~": BEAM-TTP. $" = I'-O"' GYP, BB. ?~- W~TNSCO~TING CHAIR: t~AIIL Half Full ICl. UNFACED) 2x~ TOP LUALL FL. f3) Cl V2" LVL HDR. fTYP.) / TOP OF ROUGH OPNG.-~ FOR "MARVIN" FRENCH OOORB ~. DOUBLE-HUNG WINDOWS= 1'-2 I/2" ABOVE SUBFLOOR 3/4" PLYBD, 5UBFLOOR fNAIL ~ GLUE) II "1/8" I-JOR Top of Subrloo~ EL +2S'-O" 2x¢. TREATED 5ILL PI. COPPER TERMITE SHIELD AND BILL SEAL TTP. ON FOUND. WALL FOR 5TRAPPING NOTES, SEE DR~G. A~ ICELLARI ~-4" P, CONC. SLAB =RIEZE BI CASING GALV. CROL[IN HURRICANE HOULDING ON CLIP, ALL ALL PORCHES RAFTERS 5TRAP TO ~.x/. POST (,×/, Treated Post, Precast and Bo[Lorn (T~tp.) IVA ~.IE$) IPORCH ] ~00 30~ FELT PLYWOOD 4" BATTS IST FL, BLUESTONE REINFORCED P. CONC. 5LAB W/ HAUNCH 5LAB --PIN SLAB TO '~ FOUNDATION WALL ~ 5TONE PATIO lO" P. CONC, FOUNDATION BALL ON 22"x IQ" CONT. P. CONC. FOOTING ITYP.) - [3) II 118" LVL Hdr.. ITYP.) COLUMN BRACK~/2~ I~-GRADE 2-STORY I-STORY IIBT FLOOR] TOP OF lET FL. SUBFLOOR 2x4 BILL PI. CELLAR I C A 5IN G ~/.~" = ,'-o" ~ a/4" = ,'-o" ~ 4" t~ASE MULTIPLE UNITS Half Full Size Half Full Size e BASE OF FLARE Ix'~ TRIM BO. FREDERICK ROBERT ARCHITECT O 0 0 DRAINING TITLE.. SCHEDULE DETAILS JOB: EICCIO RESIDENCE &Sl21NDIANNEC[ ROAD PECON~,NY TO~N OF 8OUTHOLD 5CTHS IOOO-fld-&-I ARCHITECT.. FREDERICK R. ~EBER ~1 EAST ~APLE ROAD GREENLA~N, NY 11140 52 NO'FAC PATH UJATER MILL, NY II11/, TEL /,31 FAX /,31 2/,1-108,"; REV.: DATE: JUL'F I~, 2OO1 3CALF .' 3/4' = I'-O' JOB NO: DRAWING NO. A8 OF AID 51MPSON LSTA - 20 GAGE  DGE 5TRAP - ALL ROOF RAFTER5 2 x ~ TIE ~ EACH RAFTER SIMPSON H2 HURRICANE __ CLIP NAILED. FROM RAFTER TO STUD. - TYPICAL ALL RAFTERS 8 - 8d NAIL5 EACH END APA RATED PLTULOOD TO EXTEND TO TOP OF TOP PLATE. PLATE STUD5 2 - ~.8 REBAR COPPER TERMITE ~/ SILL SEAL CTYP.) SEE FOUNDATION DUlG. -- FOR DESIGN/REINFORCING SECTION __ ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE POSITION OF HURRICANE CLIP USE 51MPSON H3 PROVIDE 88 COMMON NAIL5 ~ 4" D.C. AT EXTERIOR EDGE OF ALL SHEATHING, SHEATHING TO LAP TOP UJALL PLATE5 5T39 METAL STRAP e JACK POST MST2] ~ STUD5 w/ 4 - 8d NAIL5 e48" O.C, EACH END - TTP. 5HEATI41NG TO OVER LAP BOX BEAM - TOp + ~5OTTOM. -SIMPSON MTSA 18-Z UL/ (~.) 8d NAIL5 TOP BOTTOM ~ 51HPSON LTP4-Z UL/ 8d NAILS TOP (- BOTTOM · S2" D,C. 4EATHING TO 5ILL PLATE ISHEATHING TO LAP 5ILL PLATE) 2 x 4 SILL PLATE5 ACQ TREATED. {HOT DIPPED GALV. OR STA[NLE55 STEEL) 5ILL PL ~/ FELT 5TRIP FLOOR JOIST HEADER FLOOR JO,ST S~ METAL ETRAP a ALL JACK POST5 ~/ 4 - 8d NAIL5 EACH END - TYP. - 8~ NAIL5 TYPICAL 51MPSON MST21 I/2" ULIDE -12 GAGE METAL 5TRAP sS2" DC. MAXIMUM, 18-Z L~/ IF*) 8d NAIL5 TOP t BOTTOM ~ 32" O.C. SIMPSON LTP4-Z ~1/ I&) 8~J NAILS TOP l BOTTOM ~ S2~ D.C. OF FOUNDATION ELEVATION HOLD DOWN SHEAR CONNECTION CRITICAL PATH ROOF FRAMING Raodr to Top Plae ('roe-n~llnd) 3 - Ed per raltor Ceiling Jol~t fo Top PIMe (Toe-noilod) 3 - 8d per Joist Ceiling JolM to PanaJlst Raflor (Face-noiled) 3 - 1Od each lip Ceiling Joist Laps over Pediflons (Fa~e-neiled) 4 - 1Od each lap ColOr Tie to Rafter (Face-nailed) 2 - Od per fie Blocldng fo R~fier (Tee-nailed) 2 - 8d esch end Rim Beard to RaRer (End.~ailed) 2 - 1Od each end WALL FRAMING Top P/etD TO Tep Plete (Face-nailed) 2-1Od per foot Tep Pie!es at Irderes~lees (Face-nailed) 4 - 1Od Joird~each side Stud to Stud {Fa=e-nailed) 2 - 1Od 24" Header to Header (Face-nailed) 1 Ed 16" e.c. along edges Tep or Bofiem Plate TO STO,~ (End-no!!od) 2 - tOd per 2x4 stud 2-1Od per 2~SMud 2-1Od per 2x8 stud BOTTOm Plate to Floor Jolst, BaltdJolst,EndJoist rjr Bloddng (Fel;emoiled) 2 - 1Od ~'~ per foot FLOOR FRAMING Joist to Sill, Top Plato or Girder (Tes-eslled) 4 - od der jolei Bridging to Joist (Tee-rmllod) 2 - 8d each end Bloddng to Joist (Tes-nstled) 2 ~ od each end Bloeldng TO Sill rjr Tefl Plato ( 'l'ee-noilnd) 3 - 1Od esoil blook Ledger ~ to Beam (Face-na~llnd) 3 - tOd each Joist JOIst rjn Ledger to BAal1 ('ree.~oilod) 3 -od per Jelst Band JaM TO JOIST (End-naB~d) 3 - 1Od per Joist Band JOIST TO odl er Yep PTOTO ('roe.no!led) 2-1Od ~ per foot ROOF SHEATHING O~ler 6" D.c. edges of CEIENG 8HEAll-IING WALL SHEATHING Hardboard 8d (~ee table FLOOR SHEA1HING I I/'~' x 20 GA. GALV. STRAP ~/ 8-8a COHMON NAIL5 IN EACH END elC' O,C. /-~1 I/4" x 20 GA, GALV. 5TRAP {~/ 5-8d COMMON NAIL5 TO FDN. ~IC' O,C. i~ ~2 - 8d COMMON ~ NAILS TO SILL  PLATE CANTILEVER OVER FOUNDATION ~.~ I ]/'? x 20 GA. GALV. STRAP · / 8-8d COMMON NAILS IN /-~ I I/.~" x oO) GA, GALV. STRAP ~m/ 8-8~J C<OMMON NAILS IN  EACH END el/.' D.C. 2'-O" MAX. CANTILEVER OVER FIRST FLOOR DESIGN CRITERIA: GROUND 5NOUl LOAD - 48 PSF. FIRST LEVEL - 40 PSF. L.L. LIVING AREAS - ~O PSF. L.L. E, EDROOMS - 30 PSF. L.L. Ulr~D SPEED - i20 MPH SEISMIC DESIGN CATEGORY - B UlEATHERING - SEVERE FROST LINE DEPTH - TERMITE - MODERATE TO HEAVy DECAY - 5LIGHT ICE SHIELD UNDERLAYHENT REQUIRED - YES DESIGN CRITERIA: DES(GN IN ACCORDANCE UlITH AMERICAN FOREST PRODUCTS ~JOOD FRAME CONSTRUCTION MANUAL FOR I + :2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. WINDOWS - GLAZED OPENING EXTERIOR [IJINOO~IS SHALL HAVE GLAZED OPENING PROTECTION FOR EIIND-E~ORNE DEE~RIS TO MEET THE REQUIREMENTS OF THE LARGE PIISSILE TEST OF ASTM E FI9~, AND OF ASTM E 1884 REFERENCED THEREIN. IN LIEU OF IMPACT RESISTANT GLAZING, L(JOOO STRUCTURAL PANELS UlrTH A MINIMUM THICKNESS OF 'l/IFJ AND A MAXIMUM 5PAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENT5 SHALL BE :2 I/2" ~8 UlOOD SCREUlS, 14" DC FOR 5PANS UP TO 4' AND 12" OC FOR SPANS 3ETUlEEN C AND 8' GARAGE DOORS TO BE RATED FOR 120 MPH UlIND LOAD. FREDERICK ARCHITECT DRAINING TITLE: COD DETAIL, JOB.- RICCIO RESIDENCE &SI2 INDIAN NECK ROAD PECONIC. NY TOllJN OF gOMTHOLD ~CTM~ IOOO-98-&-! ARCHITECT= PREDERICK R, IUEBER 41 EAST MAPLE ROAD GREENLAIIJN, NY 11140 B2 NO'FAC PATH mATER MILL, NY lift1& TEL &"~l 1~;4-E66= FAX &~l 2z1-1084 DATE: JULY 14, 2009 SCALE .' I/4' = I'-O' JOB, NO: eAOOS[1 DRAUJING NO. OF Aq FRAMING NOTES: 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. ~/8" MIN. THICKNESS OR AS NOTED. $. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE h ~/4" MIN. THICKNESS. ALL EDGE5 OF PLYtUOOD TO BE 5ET ON 50LID BLOCKING. GLUE AND NAIL pL'([IIOOD 5UBFLOOR TO FLOOR JOISTS. 4. ALL HEADER5 (,'-0' AND OVER 5HALL BE SUPPORTED tUITH DOUBLE LIPRIGHTS, 9'-0" AND OVER ~ITH TRIPLE UPRIGHTS. ALL HEADER5 5HALL BE A MINIMUM OF 2-2×8 IN 4" IUALL ~ ~-2x8 IN (," ~JALL OR A5 5HO[UN ON DRA[U[NG5. ~, 50LID BLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAMS A5 PER N.Y.5. CODE OR A5 NOTED · 8'-0" O.C. PROVIDE 2" 5PACE FOR AIR CIRCULATION IN ROOFS. (.. DOUBLE FRAMING AROUND OPENINGS ISk§h~[uts, Stems, etc.) OR A5 NOTED ON DRA[UING5. 9. DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITION5 OR AS NOTED ON DRAILIINGS. 8. ALL FLUSH [UOOD CONNECTIONS 5HALL BE FASTENED [UITH RATED GALVANIZED METAL CONNECTOR5 [UY "SIMPSON" OR APPROVED EQUAL. 9. NAILING SCHEDULE SHALL BE A5 PER THE N,Y.5, BUILDING CODE A5 A MINIMUM. ALL 2xG STUD5 5HALL RECIEVE SHOD NAIL5 AT 5ILL AND PLATE. ALL EXTERIOR NAIL5 5HALL BE GAL.VANIZED. ,, I0. PLYBOOD SHEATHING TO BE NAILED [UITH 8D · 40.C, EXTERIOR JUDGE5 AND kD ~ 12 O.C INTERMEDIATE. IL ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD IUITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON' OR APPROVED EQUAL. , . 12. ALL PRE-ENGiNEERED LUMBER 5HALL BE TRUSS JOIST TJI SERIES [UOOD-I-BEAMS AND LVL, PRODUCTS OR EQUAL. ALL JOISTS, G RDERS AND HEADERS SHALL HAVE BEARING STIFFENER5 INSTALLED A5 PER MANUFA.C, TURER S RECOMMENDATIONS. [UEB STIFFENER5 5HALL BE REQUIRED AT ALL LOAD AND BEARING POINT5 AT A MINIMUM. A 5INGLE I S/4 LVL RIM JOIST 5HALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE A5 PER MANUFACTURER5 RECOMMENDATIONS. IS. ALL MULTIPLE LVL PRODUCTS [U/ STEEL PLATES TO HAVE 2 ROUIS OF V2"' DIA, GALV. MACHINE BOLTS a 24" O.C. H. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. I~. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8.' .................................... 2x8 R.R., l(~" DC ~ III / II 9/8" TJI:S~.O, 14" o;c., 2x8 C.J., I~" oc ~ I! I/2" LVL / 2x8 R.R., I{." DC 2x8 C.J., 14" Dc Z f2) II ~/8" LVL, IUnder Bath ~all) / 2x8 R.R,. lC' Dc / C.J., F-" Dc I/2" LVL / 2x8 R.R.. I~' / / / f3) I (~) II '1/8" :LVL IChlmne, I } J2) lC' LVL ! I (DCrmer I~11 IA~_¢¥~I .... , ~,-~ ...................... 1 --~--r ...................... ??q --- /,j! TJ, E O, o.J. ,' ,,=,'" 11 9/8" TJI:5(.O, I(d' D.C. , ;-i / } [ 14" TJI E(.O, 14" o.c , Beam I' II ~/8" TJI B40, 14" D.C. / f~) II 1/8" LVL (Chlmn~t. I/8" LVL fUnder Dormerl) L v L L~.~3Z_%' L2_?_-_L_ y L ~) 9 I/2" LVL :> < 0 nY u > ~fBIock-up 2xlO C,J, Under Ov~rhan~ln~ Gable IUall Above STRUCTURAL 1ST FLOOR PLAN I/4" = I'-0" NORTH ~E~ER ARCHITECT 0 0 STRUCTURAL F:IRST FLOOR JOta~ EICClO RESIDENCE ~SI21HDIAN NECK ROAD PECONIC, NY TO~H OF $OUTHOLD ~CTN#IOOO-ffe-&-I ~=2 NOYAC PATH mATER HILL. NY 1lflD& TEL &31 'IC4-$$EI~ PAX &~l 2{,I-IO64 REV.: DATE: JULY 14, 2009 SCALE ." I/4" ' I'-O' JOB NO= 12OO~1'1 DRAIIIING NO. S1 OF 82 FRAI'IlNG NOTE,5: I. ALL FRAMING LUMBER 5HALL BE GRADE STAMPED DOUGLAS FiR-LARCH STRUCTURAL GRADE N~,. 2 )R BETTER 2. ALL SHEATHING TO BE APA RATED, EXPOSURE [, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SURFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, S/4' HIN, THICKNESS. ALL EDGE5 OF PLTBJOOD TO BE SET ON 50LID BLOCKING. GLUE AND NAIL PLYWOOD 5UBFLOOR TO FLOOR JOIST5 'i. ALL HEADERS C-O" AND OVER 5HALL BE SUPPORTED WITH DOUBLE UPRIGHTS, fl'-O" ANO OVW~ LglFH TRIPLE UPRIGHTS. ALL HEADER5 5HALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN (." liJALL OR A5 SHOWN ON DRAUJlNGS. 5. 50LID BLOCKING 5HALL BE PROVIDED FOR ALL JOIST5 AND FLOOR BEAM5 A5 PER N.Y,5. CODE OR A5 NOTED ~ 8'-0" O.C. PROVIDE 2" SPACE POR AIR CIRCULATION IN ROOFS. (,. DOUBLE FRAMING AROUND OPENING5 ISk[tl~ghts, Stairs, etc.) OR A5 NOTED ON DRAUJINGS. 1. DOUBLE UP FRAMING UNDER ALL POST5 AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS 5HALL BE FASTENED LUITH RATED GALVANIZED METAL CONNECTOR5 BY "SIHPSON" OR APPROVED EQUAL. ~. NAILING SCHEDULE 5HALL BE A5 PER THE N.Y,5. BUILDING CODE A5 A MINIMUM, ALL 2x/0 STUD5 5BALL RECIEVE 5-10D NAIL5 AT SILL AND PLATE. ALL EXTERIOR NAIL5 5HALL JSE GALVANIZED. I0. PLy[LIOOD SHEATHING TO BE NAILED WITH 8D" 4" O.C. EXTERIOR EDGES AND 40 e 12" O,C. INTERHEDIATE. II. ALL ROOF RAFTERS 5HALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER 5HALL BE "TRUSS JOIST" TJI 5ERIES ~OOD-I-BEAM5 AND LVL PRODUCT5 OR EQUAL. ALL JOISTS. GIRDERS AND HEADER5 SHALL HAVE BEARING 5TIFFENERS INSTALLED A5 PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 5HALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A 5INGLE I $/4" LVL RIM JOIST 5HALL BE REQUIRED AT FLOOR PERIMETERS, HANDLING, BTORAGE, AND ERECTION OF COMPONENTS 5HALL BE AS PER MANUFACTURERS RECOMMENDATIONS, IS. ALL MULTIPLE LVL PRODUCT5 LU/ 5TEEL PLATE5 TO HAVE 2 ROUI5 OF I/2" DIA, GALV. MACHINE BOLT5 · 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. IF. BRIDGING TO BE PROVIDED FOR ALL JOIST5 AND FLOOR DEAMS. BPACING NOT TO EXCEED 5'. I/2" LVL (B) ~1 t/2" LVL 14" Dc I I IS) I S/ (3) "f I/2" LVL .VL ~/ 12) I/2"%x ~ 2xlO C,J., -- / I L---J / ~-=_-=---2---=~ ...... ' =i w×,o iR.iR.. / 2xlO El.iR., Dc ' jC~Itl~I TI~S fTg~.) J"~- / lB) ff I,;'2" LVL ? \ /\ 2xlO 2xlO iR.iR., 2xlO C.J,,J I¢" Dc .I / J2xlO iR.f~.. 14" DC / / 2xlO C.J. / 2xlO iR.iR.. I~." Dc I/2" LVL j (~) :1 I/2" LVL IR.tR., 14" Dc 2xlO IR.R,, OC St STRUCTURAL 2ND FLOOR PLAN I/4" = I'-0" NOIRTH PREDERICK ARCHITECT O DRAUJlNG TITLE= STRUCTURAL 5F..COND FLOOR RICCIO RE,~IDENCE &El2 INDIAN NECK ROAD PECONIC, NY TOIIJN OF 5OUTHOLD ARCHITECT: PREDERICK R, UIEB, ER 41 EAST HAPLE ROAD GREENLAUJN, NY 11140 E2 NOYAC PATH IIIATER HILL, NY TEL &31 IS4-$EEE FAX &3,1 2&1-1084 REV.; DATE: JULY 14, 200q -~CALE = I/4" = I'-O' JOIB NO= m2OOEH DRAmINC~ NO. 52 ELECTRICAL NOTES: I- RECEPTACLES ¢ SWITCHES TO E~E "DECORA" (LEVITON), WHITE. 2- DIMMERS TO BE "DIVA" (511de Control), WHITE, $- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCT~ON- 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" tUITH OWNER PRIOR TO BEGINNING ~- ALARM CONTRACTOR SHALL PROVIDE. INSTALL AND WIRE ALL SMOKE, HEAT. CO AND LOUJ TEMPERATURE DETECTOR5 PER CODE (MINIMUM) A5 WELL A SECURITY ALARM SYSTEM. PROVIDE CENT'R/'& STATION MONITORING. &- ELECTRICIAN SHALL iNSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, ,~I~iE, INDOOR/ OUTDOOR SPEAKER CONNECTIONS, ALL SPEAKER WIRES TO BE "HOMERUNS". IOWNER TO P~OVIDE SPEAKERS). 9- ON SHINGLED WALLS, [MALL MOUNTED FIXTURES TO ESE MOUNTED ON CEDAR L~ALL PLATE. 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCE5 ¢ EQUIPMENT. ELECTP--,IOAL FIXTURES: DIMMER TO PROVIDE THE FOLLO[MING FIXTURES (INSTALLATION BY CONTRACTOR~ l- CHANDELIERS (DINING, FOYER, ETC.) 2- KITCHEN PENDANT 3- BATHROOM WALL SCONCES 4- SURFACE MOUNTED PORCH CEILING FIXTURES ~- ALL DECORATIVE EXTERIOR FIXTURES 4- PATH AND POST 9- PADDLE FAN5 ELECTRICIAN/SC TO PROVIDE AND INSTALL THE FOLLOUJING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), HOUSING ¢ TRiM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCAB NET KITCHEN F XTURES APPLIANCES: QWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION ~ ALL UTILITY CONNECTION5 BY CONTRACTOR I- RANGE= St." WIDE, (G) BURNER, W/ QVEN BELOW, pROPANE 2- KITCHEN HOOD: 51ZE FOR RANGE. EXTERNAL BLO[MER, fiDO CFM S- UJALL OVEN/ MICRO[MAVE: ELECTRIC 4- REFRIG./FREEZER= 4~", SIDE BY SIDE. LUATER AND [CE DISPENSER. DEDICATED/GROUNDED 20 AHP RECEPTACLE tHIGH) To Landscape Controls II lB [I ELECTRICAL FIRST FLOOR PLAN NORTH PLUMBING NOTES: l- PLUMBER SHALL TEST ALL DRAIN LINER AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS, 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS 5HALL BE CHROME PLATED BRASS, S- INSULATE ALL HOT [MATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING, 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR [MALL5 5HALL BE CAST-lEON TO REDUCE 5OUND LEVELS. ~- ALL HOSE BIB5 5HALL BE "FROST FREE" WITH 5HUT-OFF VALVES IN BASEMENT. ~- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IE',RIGATION CONTRACTOR. 9- PLUMBER TO RUN AND CONNECT pROPANE PIPING FOR RANGE, GRILL, POOL HEATER AND GENERATOR. I/4" = I'-O" I Hos= I Bib ELECTRICAL ,SYMBOLS SYMBOL DESCRIPTION ~ DUPLEX RECEPTACLE ([[}m.P. DUP.REC.-WATERPROOF ([Do~I DUP.REC.-GROUND FAULT [] EDP.REC.-FLOOR ~ DUP.REC,-[I)SWlTCH OPER. (~ SPECIAL OUTLET O SURFACE MTD.-CLG. Dp SURFACE MTD.-CLG. (Porcelain) ~ RECESSED-CLG. IO WALL MOUNTED 0~ DUP. FLOOD ~ HIGH INTENSITY, S[UIZEL, RECESSED [~3 CLOSET LIGHT (~) SHOWER LIGHT (LUet Location) C' UNDERCAB. FIXTURE (~ (~ DOORBELL/CHIME [] EXHAUST FAN PADDLE FAN c=~~:= PADDLE FAN / LIGHT ~ ATTIC FAN ~ SPEAKER A TELEPHONE O CABLE VISION ~ COMPUTER (Cable ¢ Phon~) ~ LIGHT ~/ HEAT/FAN/NIGHT LIGHT (~) THERMOSTAT ~- FAN/LIGHT (~) SMOKE DETECTOR (~)co CARBON MONOXIDE DETECTOR ~ 5t. UITCH ~ 3 5LUITCH S-WAY -~ 4 5WITCH 4-WAY ~o 5WITCH W/ DIMMER ~0 · 5WITCH WATERPROOF J5 JAMB SWITCH [~ KEY PAD EX EXISTING FREDERICK ROBERT BEBER ARCHITECT DRA~ING TITLE~ ELECTRICAL FIRST FLOOR JOB: RICCIO RESIDENCE INDIAN NECK ROAD PECONIC, NY TOIIIN OF ,~OIITNOLD 8CTMlt 10OO-98-&-I ARCHITECT.- FREDERICK R. mEBER 41 EA-e,T MAPLE ROAD GREENLAIUN, NY 11140 E2 NOYAC PATH [UATER MILL, NY lift1z TEL AD1 154-$;BE FAX &31 2&1-1084 DRAIIJING NO. OF E2 2 112" 2 I/2" II- q Ist Floor To Nem Approved Sanitary 5§stem C.O.C.O. Kitchen Building Dram, 4" Omameter. I/8" per Ft., MIn, P~tch PLUHBING $CHEHATIC T 2" ; I 5" 2" NOT TO SCALE / / / / / i / To mst ,j ELECTRICAL 5ECOND FLOOR PLAN I/4" = t'-O" NORTH ELECTRICAL 5¥MBOL,5 5¥HBOL DESCRIPTION (~ DUPLEX RECEPTACLE (~ e.p. DUP.REC.-UIATERPROOF (~D GEm DUP.REC.-GROUND FAULT [] DUP.REC.-FLOOR (~ DUP.REC.-fl)EE~/TCH OPEN. ~ SPECIAL OUTLET O ~URFACE MTD,-CLG. Dp 5UF~FACE MTD.-CLG. fPorcelaln) ~)- RECEESED-CLG. H~) BALL MOUNTED ~ DUP. FLOOD O+ HIGH INTENSITY, 5[UIZEL, RECESSED ~ CLOSET LIGHT (~ 5HOUJER LIGHT (U3~t Locatron) O UNDERCAB. FIXTURE (~ ~ DOORBELL/CHIHE [] EXHAUST FAN PADDLE FAN ~"'== PADDLE FAN / LIGHT I F [ ATTIC FAN ~ SPEAKER A TELEPHONE ~ CABLE VISION ~ COMPUTER (Cab{e ~ Phone) ~ LIGHT I~/ HEAT/FAN/NIGHT LIGHT (~ THEf~HOSTAT ~ FAN/LIGHT (~) SMOKE DETECTOR (~)co CARBON f'IONOXIDE DETECTOR ,~ 5UJITCH '~ s SEIITCH ~-WAY ~4 5WITCH 4-WAY ~D ~LUITCH D/ DIMMER $ m 5[dITCH ~ATERPROOF J5 JAHB 51UITCH ~ KEY PAD EX EXISTING FREDERICK BEBER ARCHITECT O L) L) DRAWING TITLE: ELECTRICAL · .%ECOND FLOOR JOB: RICClO EE.qlDENCE &SI2 INDIAN NECK ROAD PECONIC, NY TOUJN OF ,5OWTHOLD SCTI'I~; IOOO-ql-&-I ARCHITECT: FREDERICK R, mEBER 41 EAST MAPLE t~OAD GREENLAWIN, NY~ 11140 B2 NOYAC PATH mATER FIILL, NY lift1& TEL &SI qg4-SS== FAX &SI 2&l-ION4 DATE: JULY 14. 2COq SCALE : I/4" ~ I'-O" dO~ NO: m2OO~11 DRAmlNG NO. E2 OF E2