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Home My WebLink About35622-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 4/27/2012 No: 35563 Date: 4/27/2012 THIS CERTIFIES that the building COMMERCIAL Location of Property: 3800 DUCK POND RD, CUTCHOGUE, N.Y. l 1935, SCTM #: 473889 Sec/Block/Lot: 83.-2-17.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore fried in this officed dated 2/10/2010 pursuant to which Building Permit No. 35622 dated 6/7/2010 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: meeting/conference building as applied for per Planning Board and ZBA #6245, dated 11 / 12/09, and ZBA #6314, dated 11/12/09. The certificate is issued to E & C PROPERTY HOLDING (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 3/14/12 C 10 -08 -008 10/25/11 36536 3/26/12 T~~bing & Heating ~ A/C Corp FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35622 Z Date JUNE 7, 2010 Permission is hereby granted to: E & C PROP. HOLDING 3800 DUCK POND ROAD CUTCHOGUE,NY 11935 for : CONSTRUCTION OF MEETING/CONFERENCE FACILITY PER PLANNING BOARD & ZBA DECISIONS #6245 & 6314 AS APPLIED FOR at premises located at OREGON RD County Tax Map No. 473889 Section 083 Block 0002 pursuant to application dated FEBRUARY 10, 2010 and approved by the Building Inspector to expire on DECEMBER 7, 2011. CUTCHOGUE Lot No. 017.003 Fee $ 7,748.80 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPANcy This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual naturat or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical instalIation from Board 0f Firc Underwriters. 4. Sw. orn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance'from architect or engineer responsible for the building~ 6. Submit Planning Board Apla'oval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natumi or topographic features. 2. A properly ¢0mpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie 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 Updated Certificate of Occupancy- $50.00 Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: House No. Owner or Owners of Property: . (~ ~ · Suffolk County Tax Map No 1000, Section Subdivision Otd ~[ Pre-e~ng l~uilding:1 Health Dept. Approval: Date of Permit. (check one) Ham~5 Block Filed Map. Applicant: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted:$ ~CJ -- Final Certificate: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 ro.qer, richert~,town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: E&C Properties Address: 3800 Duck Pond Rd City: Cutchogue St: NY Zip: 11935 Building Permit #: 35622 Section: 83 Block: 2 Lot: 17.003 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Northgate Electric Corp License No: 631-me SITE DETAILS Office Use Only Residential I~ Ind°°r I~ Basement ~ Service Only I~ Cornmerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures ~R[~I HID Fixtures Wall Fixtures I I Smoke Detectors Recessed Fixtures CO Detectors Fluorescent Fixtun~r Pumps Emergency Fixture Time Clocks Exit Fixtures I I TVSS 600kw generator, 2000a transfer switch, 17 occupancy sensors, 100a elevator 64 Iow voitage lights, 172 LED lights, step lights-12, 16 pole lights(75 MH), 4 bollards 15 pull stations, 18 horn strobes, 7 strobes Notes: Inspector Signature: Date: March 26 2012 81-Gert Electrical Compliance Form.xls 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 (Please print) Plumber: _Throe B.'a (Please print) Date: March_14, _2012 Heating &-A/C Corp. I ceftin, that the solder used i~the watersupplysystem contams less than 2/10 of I% lead. Swotn to before me lhis 14th day of March , 20 12 (Plumbers Signature) Nolary Public, ~_uf fo lk County Ifieee M. Re~ehe Notary Ptibfic. State of New Ym'k No. ~26942 Qualified I, Suffolk County Commllalon Expires January 31, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~'] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAi-,' I T' IILSPECTION REMARKS: ~ "REMARKS: ~=-~-- '' ~('- '~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ~~~ INSPECTION ~..~ [¥"] FOUNDATION 1ST [ ]ROUGH PLBG. '~'[ ]FOUNDATION 2ND [ ]INSULATION ~[[ iFIRF~E INpL~S&TcHI~tlE~G [[ ]] FFIIRNt~"rY INSPECT. [ ] FmERESI~4#T~IS'mU~IO# REMARKS: [ ] FIRE RESlSTANT PENETRATION INSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~]~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,-, ~' INSPECTION [ ] FIREREIIITANTC0NSTRUC110N REMARKS: [ ] RREREsI~rM~'rI~I~ETRA11ON 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 PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING I STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRESA~-,-~INSPECTION ] FIRE RESISTANT PENETRATION [ ] FI.ER~.SST4m'CO.STRUC'nO. [ REMARKS: ~/~ DATE INSPECTOR,~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .. JNSPECTION [~,/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ]fl~',~'~t~'m~ [ [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETIMTIOfl REMARKS: DATE /~/~ .///-~2/ / INSPECTOR '~~/~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]~bATION 1ST [ ~FOUNDATION 2ND ROUGH PLBG. INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESlSTANTrCONSTRUCl10H [ ] FIRE RESIn'. ANT PENETRATION REMARKS:~~/~. ~-~ ~--~ ~-/~- ~~~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FOU.DIAT,NoN?sTP E C T~O N [ ] [ ~ROUGH PLBG. ] INSULATION ] FINAL [ ] FIRE SAFETY INSPECTION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY 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 COfiSTRUCTION [ ] FIRE RESISTANT I~BIETRATION REMARKS: ~-~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FU~REmT~mT~ REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SA~-,-, ,f INSPECTION [ ] DATE~ INSPECTOR ~/<~ TOWN OF SOUTHOLD BUILDING DEPT. 765-t 802 FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY m~ ~iT ~t~ REMARKS: INSPECTION [,~j'INSULATION FINAL FIRE SAFETY INSPECTION F~E RES~TANT FENETRA~ON DATE ? INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY ] FIRERESlSTANTCONSTRUCTIO# [ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT PENETRATION DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~JNI~TION 2ND [ ] INSULATION [/~FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RRE SA,-,..,i~ INSPECTION DATE INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATIONIST ~ROUGHPLBG. ~,;~, ~ INSULATION [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FINAL [ ] fiRE SA,-,. ~ ~' INSPECTION [ ] F~R~RES~TAN'rc0NSTnUCTN~ [ ] FmEnES~S'rANTP~NLrr. A'nO. ,,..ARKS: ~:~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ' "SPEC .To~.~. pLN. G [ ] FOUNDATION 1ST . ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RRE SA,-,' ~'f INSPECTION [ ] FIRE RESISTANT CONSTRIIC'IION [ ] FIRE RESISTANT IIENETRATION REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION ~ STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESAf..iT'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRE SA,-.. ~ ~' INSPECTION [ ] .RE RE$1STANT~~ [ ] FI~ST~ AI~. PENETRA ~1~ R.ARKS:--~ ~ {~_~]~//d~' ~/~ DAT~INSPECTOR~ / , TOOWN OF 0 ILDING 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 ~LECTRICAL (ROUGH) [ ] ELE~;..ICAL (FINAL) REMARKS: DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. IN 765-1802 FOUNDATION 1ST FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING ~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO~UGH)g_ [ ] EL~II~IC~L !FINAl) REMARKS: ,~~~~~ / ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: DATE '~/~'~/I~ INSPECTOR~~~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH} ~ECTRICAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIJCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [~ELECTRICAL (FINAL) REMARKS: [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING/STRAPPING [ ]FIREPLACE & CHIMNEY DATE __ ~/~~ INSPECTO~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ]~ULATION [ ~ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (~ ~)-~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ~E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:____ ~._~_ ~ TOWN OF SOUTHOLD B?.~LDI,NG DEPARTMENT TOWN HALL $OUTHOLD, NY 11971 -TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ PERMIT NO. Exarnincd~ Disapproved ExpirationS- "7 20 /O BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, betbre applying'? Board of Health 4 sets of Building Plans Plarming Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: APPLICATION FOR BUILDING PERMIT Date MAY 20, ,2008 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 set; 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 adj dining premises or public streets or yeas, 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. ~x~o 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. ~very 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 t 8 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, 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. 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 h{test 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: 3800 DUCK POND ROAD SOUTHOLD House Number Street County Tax Map No. 1000 Section Subdivision 083.00 Hamlet Block 02.00 001.000 Lot 002.000 Lot 017.002 Filed Map No. (Name) 2~ Statqexisting usej~d~cupancy of premises and intended use and occupancy of proposed construction: a. Existing useand occupancy ~,~-2~E-b---13~r--~-~-2tqq- N/A - NEW BUILDING b. Intended use and occupancy. MO~I~b-I~Ut-L-D-~ MEETING HOUSE 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost $1,500,000o00 5. If dwelling, number of dwelling units If garage, number of cars x Addition Alteration Other Work Fee (Descr/ption) (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 N/A Height. Number of Stories , Rear .Depth Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear Dimensions of entire ne~v construction: Front IRREGHLAR Rear Height Number of Stories 2 Depth 9. Size oflot: Front IRREGULAR Rear 17.3 ACRES Depth 10. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are situated RESORT RESIDENTIAL ( RR ) 12. Does p~oposed construction violate any zoning taw, ordinance or regulation? YES NO X 13. Will ldt be re-graded? YES x NO__ Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Name of Architect EGA ARCHITECTS, Name of Contractor Address Phone No. 431 CON/LIN ST.~ PARMTNC. DALE, NY Address Phone No. 15 a. Is this property within 100 feet ora tidal wetland or a freshwater wetland? *YES * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO X 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 NO x · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ~---'~&e.,,O/4 ,bc~--~'T) being duly swom, deposes and says that (s)he is the applicant (Name of i~dividual signing contract) above named, (S) e is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this applic*ation; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /5-r'* dayof /c~/~ 200~ Notary PubliC' VITO V. M LINDO Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, NY 11971 · TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined ,20___ Approved ,20__ Disapproved a/c Expiration ., 20 PERMIT NO. 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. Tmstees Contact: Mail to: Phone: Build'ing Inspector APPLICATION FOR BUILDING PERMIT Date MAY 20t ,2008 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector ;vith 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 shalI be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. fl 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. // ( igna{nre of applicant or name, if a corporation) /IzI,: (Mailing addres~ of a]~plic~,.~t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roil or l{ttest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3800 DIJCK POND ROAD House Number Street SOUTHOLD Hamlet Court, Tax Map No. 1000 Subdivision (Name) Section 083.00 Block 02.00 Filed Map No. 001.000 Lot 002.000 Lot 017.002 ' 2. State existing use and o~cupancy of premises and intended use and occupancy of proposed construction: ~ . a. Existing u~e and occupancy ~-BI3-i-L-D-I-h~ N/A - NEW BUILDING b. Intended use and occupancy MEETING HOUSE 3. Nature of work (check which applicable): New Building 4. 5. Repair __ Removal Demolition Estimated Cost $1,500,000.00 If dwelling, number of dwelling units If garage, number of cars x Addition Alteration Other Work 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 N/A Rear Depth Height. Number of Stories , ::, Dimensions of same structure with alterations or additions: Front Depth. Height Number of Stories 9. I 0. Date of Purchase Rear Dimensions of entire new construction: Front IRREGULAR Rear Height Number of Stories 2 Depth Size of lot: Front IRREGULAR Rear 17.3 ACRES Depth Name of Former Owner I 1. Zone or use district in which premises are situated ..RESORT RESIDENTIAL (RR) 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES X NO__ Will excess fill be removed from premises? YES NO x 14. Names of Owner of premises Address .Phone No. NameofArchitect EGA ARCHITECTS, 43~ 9ONKLIN ST.. PA~MTNC~DALE, NY .. Name of Contractor Address ' .Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 516-47~-8~83 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 topograph/cal data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF ~l.,t~-,vx S)S: ~---'~S~,~ ,b~-----~'F ~ being duly sworn, deposes and says that (s)he is the applicant (Name of i~dividual signing contract) above named, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set 'forth in the application filed therewith. Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork. net Examined ,20__ Approved ,20 Disapproved a/c Expiration ,20__ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 se~s of Building Plans planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Watar Assessment Form Contact: Mail to:~ ~-/1~..~ Phone: ~! -q~]~. J ~0 ~ Building Inspector APPLICATION FOR BUILDING PERMIT Date~, 20 I } 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, anj~er applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for remg&al o~ demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, hpusin~(code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. ~/~ '_ghee of applicant or name, ifa corporation) ~ (Mailing address of applicant) I}"~ ~ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises E'/'~C ft~t~(4~,,/ }~/)j~,;; [ (~.s on the tax r~ll or latest deed) If a3~iea~t ;; a ~orporation, signature of duly authorized officer ~" (I4~e ahd title ot ~o~)rat3 officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locati~on of land on which pr0oosqd v/ok will bA doge: House Number Street ~1 Hamlet County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of prem'kses'~and inten~ded use and occup, agcy ofpro2posed construction: a. Existing use and occupancy ---.~e~ ~l:~t~t [~a~ F~M ~_~ ~._~,_,q-~-~ ;~2Z~ b. Intended use and occupancy_ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost i00[ ~- ~ qJ,~JOtl~j~at~b~'Z--,, 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration ~--~er Work ~ nOhtl/At~t'~'- (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 ofpremis~fi~./_.~ Address 1~4[ 5~-g_Ja.~l Y~oe Phone $o~-~l~- Name o f Architect MaStri n ¥-~+~_ Address_Jl) ~/:llffea[s ,[Ll.l~2~Phone No Name o f Contractor,~¥~O~,a I) ~3rl, o v'x Address ~"]b -2 ~rut-~; Phone No.~ ~,1 - 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 I0 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property. YES NO ~ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF.~s: e~'~]~ h~V! ~_--~ being duly sworn, deposes and says that (s)he is the applicant (Nan~e~of £ndividual signing contract) above named, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the aranner set forth in the application filed therewith. ~) // Sworn to before me this Nota~ Public /~-I "~Si-gnatare ~'f Applicant 8o. 0101t8037113 nt~o tN su~o~ COUN~J [ Comm. Ex0. February 1.4, 20~ 1 James F. I~ng, President Jill M Doherty, Vice-President Peggy A Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES ~q./k, t'~ Permit No.: 6834A . ~[-t~ Date of Receipt of Application: Februa~ 26, 2008 Applicant: Educational & Cultural Fund (SantoHni Beachcomber Motel) SCTM~: 83-2-1,2&t7.2 Project Location: 3800 Duck Pond Rd., Cutchogue Date of Resolution/Issuance: March 19, 2008 Date of Expiration: March 19, 2010 Reviewed by: Board of Trustees Project Description: To replace the asphalt shingles on all three buildings (two motel buildings and the restaurant). Renovate all three buildings (outside and inside) ,~o modemize~lhe complex. - Findings: The project meets all the requirements for issuance of an Administrative Permit set fodh in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the plans prepared by Louis Paul Giacalone dated February 5,2008 and survey prepared by John C. Ehlers last dated February 25, 2008. Conditions: Gutters and drywells are instatled in accordance with Chapter 236. Stormwater Management, of the Town Code, and repair/replace, in-place, the chain-link fencing along the eastern end of the prepedy. If the proposed activities do not meet 'the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Jame .~King, Presid~ Board of Trustees APFI 1 4 2OO8 EHASZ GIACALON£ ARCHITECTS I~C. Jill M. Doherty, President James F. King, Vice-President Dave Bergen Bob Ghosio, Jr. John Bredemeyer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 7236A Date of Receipt of Application: February 26, 2010 (2/24/10) Applicant: Joint Industry Board for the Electrical Industry and E. and C. Property Holding, inc. SCTM#: 83-2-17.3 Project Location: 3800 Duck Pond Rd., Cutchogue Date of Resolution/Issuance: February 24, 2010 Date of Expiration: February 24, 2012 Reviewed by: Board of Trustees Project Description: To remove the existing sanitary system, pursuant to Suffolk County Health Dept. standards; trench new sanitary lines; abandon old pipes, septic pools; and fill rings or remove as directed by SCHD. Findings: The project meets all the requirements for issuance of*an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared James, Lasala & Associates, LLP last revised December 9, 2009. Conditions: If the pools on the west side of property need to be removed, a line of staked hay bales shall be placed down along the property line and road. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth inChapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. /~pl M. Doherty, President ~oard of Trustees '-' MAr{ 3 2010 BLDG. DEPT. TOWN OF SOUTHOI§ James F. King, President Jill M. Dohe~y, Vice-President Peggy A Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD COASTAL EROSION MANAGEMENT PERMIT Permit #6834C Date: March 19, 2008 SCTM#83-2-1,2&17.2 Name of Applicant/Agent: Ehasz Giacalone Architects, PC Name of Permittee: Educational & Cultural Fund (Santorini Beachcomber Motel) Address of Permittee: 158-11 Jewel Ave. Flushing, NY 11365 Properly Located: 3800 Duck Pond Rd., Cutchogue DESCRIPTION OF ACTIVITY: Coastal Erosion Management Permit to replace the asphalt shingles on all three buildings (two motel buildings and the restaurant). Renovate all three buildings (outside and inside) to modernize the complex. SPECIAL CONDITIONS: Gutters and drywells are installed in accordance with Chapter 236- Stormwater Management of the Town Code, and repair/replace in-place, the chain-link fencing along the eastern end of the properly. The Coastal Erosion Management permit allows for the operations as indiCated on the survey prepared by John C. Ehlers last dated February 25, 2008 and plans prepared by LOb]s 'Paul Giacalone dated February 5, 2008. Permit to construct and complete project will expire two years from the date the permit is signed. Board of Trustees JFK:lms APR 1 4 2O08 , £HASZ GIACALONE ARCHITECTS P.O. New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (63t) 444-0365 · FAX: (631) 444-0360 Website: www,dec, state.ny.us LETI'ER OF NON JURISDICTION-TIDAL WETLANDR Erin M. Crotty Commissioner Alex Demetriades 213 West 28a Street New York, NY 10001 March 25, 2002 Re: Application #1-4738-00710/00003 Demetriades Property, A/K/A Santorini Hotel, 3800 Duck Pond Road, Cutchogue, NY Dear Mr. Demetriades: Based on the information you have submitted, this Department has determined that: The property landward of the concrete seawall as shown on the survey prepared by John C. Ehlers last revised on 04-25-00, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act), Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. 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 or the bulkhead itself, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Michael Mapes, P,E, BMHP file 4 New York State Department of Environmental Conservation Division of Environmental Permits, Region One SUNY @ Stony Brook, 50 Circle Road, Stony Brook, NY 11790 - 3409 Phone: (631)444-0365 · FAX: (631) 444-0360 Website: www.dec.state ny.us Alexander B. GmnnJs Commissioner Gerald Finkel, Chairman Educational and Cultural Trust Fund of the Electrical Industry 158-11 Harry Van Amdale Jr. Avenue Flushing, NY 11365-3095 May9,2008 RE: 1-4738-00710/00003 Santodni Beach Resort 3800 Duck Poind Road, Cutchogue, NY S.C.T.M. #1000-83-2-1, 2 & 17.2 Dear Mr. Flnkel: T~!s is in response to you.~ request for a Non-Jurisdiction determination from this Department ,for the property referenced above. This Department made a determination regarding the limits of Article 25 (Tidal Wetlands) jurisdiction for this property on March 25, 2002, a copy of that letter is enclosed. This office does not make repeated determinations for the same site. The limits of our jurisdiction were indicated in our original Non-Jurisdiction letter and unless substantial changes in site conditions have occurred, this letter remains in effect. Additionally, since the letter of Non-Jurisdiction is always issued for the property and ,ui to the owner, it is not necessary to transfer the letter to a new owner. ','he original letter should be saved for your future reference. Please do not hesitate to call me at (631) 444-0369 If you have any questions or you wish to discuss this matter further. Sincerely, Agency Program Aide CC: Klm Gennaro, Freudenthal & Elkowitz Consulting Group, Inc. NYSDEC, Marine Habitat Protection FiFe Enclosures FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: ~ / ;~ / ~" .~;~ Date Sent: ~' / ~ /~' Project N ama: ~4~J~ ~,v'~ Project Address: !~C,t-~ Suffolk County Tax Map No.:1000-~ :~ - ~ -//~//~.~-Zoning District: Request: M,e;;~-~,%"~, ,__~j~, _~ (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted:c,t~ ~'-"~¢ct,_~--~,O -, ...... ~... , ~- . _ %.. . Initial Determination as to whether si~e plan is required:~ ~ ~,~ Zo~ ~'~~~- ,~ ~ s~t~~ Planning Department (P.D.) Referral: P.D. Date Received: / / Date of Comment: / Comments: Final Determination Date: / / Decision: Signature of Planning Dept. Staff Reviewer Signature of Building Inspector FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date: ~ /~ / Project Name: Project Address: Suffolk County Tax Map No.:1000- (~ :~ - c:~ -//~//¢/,-Zoning District: Request: U.~-,~.~'--~. ~,_,o ,-,~-,, L~ ~.. ,, L---~. :,~:_'._ %. (Note: Copy of Building Permit Application and suppoding documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted:, Initial Determination as to whetl:{br ~s Planning Department (P.D.) Referral: I! ~ 0¢o / ~_/ (_2(~" Date of Commer P.D. Date Received: / Signature of Planning'Dept. Staff Reviewer Final Determination Date: ~; /~ Signature of Bdilding Inspector FORM ~NO. 3 NOTICE OF DISAPPROVAL DATE: June 18, 2008 TO: Educational & Cultural Fund of the Electrical Industry 158-11 Harry Van Arsdale Jr. Ave. Flushing, NY 11365 Please take notice that your application dated May 20, 2008 For permit to construct a conference facility at Location of property: 3800 Duck Pond Rd., Southold, NY' County Tax Map No. 1000 - Section 83 Block 2 Lot 2_ Is returned herewith and disapproved on the following grounds: The proposed construction, on a conforming 12.3 acre lot, partially located in the Resort Residential and Agricultural Conservation Districts, is not permitted pursuant to Article VII, Section 280-36, which states, "Except as otherwise provided herein, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the Residential RR District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule limits such structures to 2 1/2 stories. The building is noted as being three stories. In addition, the proposed conference facility use requires Special Exception approval from the Southold Town Zoning Board of Appeals and Site Plan approval from the Southold Town Planning Board, pursuant to Article VII, 280-35 (B) This Notice of Disapproval was written based on a survey, last dated 6/5/08~ by John C. Ehlers~ ~ ~th~iz~d Slg.~ture j Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A., planning FORM NO. 3 NOTICE OF DISAPPROVAL DATE: June 18, 2008 RENEWED AND AMENDED: October 20, 2008 TO: Educational & Cultural Fund of thc Electrical Industry 158-11 Harry Van Arsdale Jr. Ave. Flushing, NY 11365 Please take notice that your application dated May 20, 2008 For permit to construct a conference facility at Location of property: 3800 Duck Pond Rd., Southold, NY County Tax Map No. 1000 - Section 83 Block 2 Lot 17.3 Is returned herewith and disapproved on the following grounds: The proposed construction, on a conforming 12.3 acre lot, partially located in the Resort Residential and Agricultural Conservation Districts, is not permitted pursuant to Article VII, Section 280-36, which states, "Except as otherwise provided herein, no buildings or premises shall be used and no building or part thereof shall be erected or altered in the Residential RR District unless the same conforms to the Bulk Schedule and Parking and Loading Schedules incorporated into this chapter by reference, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule limits such structures to 2 ½ stories. The building is noted as being three stories. In addition, the proposed conference facility use requires Special Exception approval from the Southold Town Zoning Board of Appeals and Site Plan approval from the Southold Town Planning Board, pursuant to Article VII, 280-35 (B) This Notice of Disapproval was written based on a survey~ last dated 6/5/08~ by John C. Ehlers~ L.S. and amended on October 20~ 2008 to address the new Suffolk County tax map number for this property. // uX,~ize~ St~gnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Sonthold Town Building Department. CC: fde, Z.B.A., planning PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 MEMORANDUM To: Mike Verity, Chief Building Inspector From: Kristy Winser, Sr. Planner ~ Date July 24, 2009 Re: Educational & Cultural Fund of the Electrical Industry SCTM#1000-83-2-17.3 It has come to our attention that a revised Notice of Disapproval from the Building Department is required for this application to correctly describe the scope of the site plan for the Planning Board. For administrative purposes, the revised Notice should accurately reflect the conversion of the pool cabana rooms to five additional motel units and all associated work therewith. Please provide this Department with a copy of the revised Notice at your earliest convenience. I have enclosed a copy of building plans for your review. Thank you. cc~ Planning Board Heather Lanza, Planning Director Mark Terry, Principal Planner PLANNING BOARD MEMBERS DONALD J. WILCENSKI Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JAMES H. RICH III MARTIN H: SIDOR MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE sou o t, , April 26, 2012 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 lO,,,7, i? iJJJ · ~LD Re: Site Plan for Joint Industry Board of the Electrical Industry Located at 3800 Duck Pond Road, Cutchogue SCTM# 1000-83-2-17.3 Zoning District: RR & A-C Dear Ms. Moore: The Planning Board, at their April 23, 2012 Work Session, found that the requirements listed in the letter dated April 9, 2012, specifically: the paving and completion of parking striping and the submission of an as-built site plan; have been completed based on the site inspection made April 13, 2012. The site is now in confonnance with the approved site plan dated January 12, 2009, prepared by Ehasz Giacalone, Architects, P.C., certified by Harvey Bienstock, P.E. and the approved as-built plan dated April 12, 2012, prepared by John C. Ehlers. This letter does not condone any changes from the approved site plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Please, if you have any questions regarding this site plan or its process, do not hesitate to Call this office. Very truly yours, Donald J. Wilcenski Chairman CCi Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Steven Paolini, JIBEI Office Location: Town Annex/First Floor, C* dtal One Bank 54375 Main Road (at You~ :s Avenue) Southold, NY 11971 http://southoldtown.north fork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765.1809 Fax (631) 765.9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING HELD NOVEMBER 12, 2009 Mailim, Address: 53095 Main Road RD. Box 1179 Southold, NY 11971-0959 NOV 17 2009 BLDG. DEPT. TOWN OF SOUTHOLD ZBA # 6245: E & C PROPERTY HOLDING, INC.; EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY, Applicants LOCATION OF PROPERTY: 3800 Duck Pond Road, Cutchogue; CTM 1000-83-2-17.3 SEQRA DETERMINATION: The Town Planning Board, as Lead Agency, completed its SEQRA coordinated review and issu~ a Negative Declaration on August 3, 2009. PROPERTY FACTS/DESCRIPTION: The subject property is a 16.59 acre pamel running 301.17 + 207.02 feet along the Eong Island Sound to the northwest, 463.43 + 890.14 feet along the northeast boundary, 1,293.92 feet albng the southem boundary, 58.98 feet along the southwest boundary, and 192.04 + 432.12 along Duck Popd Road to the west. The property is improved by two 1~ story frame and masonry buildings, a restaurant building, and a single story frame building, as shown on a survey by John C. Ehlers, L.S. dated 08-11-2008, revised 10-02-2008 and 4-20-2009. BASIS OF APPLICATION: The applicant requests the following, based on the Building Inspector's amended October 20, 2008 and June 3, 2009 Notices of Disapproval: (a) Vadance udder Zoning Code Section 280-36 based on an application for a building permit to construct a new building which will exceed the code limitation of 2'~ stories; (b) Special ExCeption under Zoning Code Section 280-35B to construct and establish use as a conference facility for memi~;er pdvate training and education classes; (c) Special Exception under Zoning Code Section 280-35B concerning as-built Motel units in former accessory pool~use building. ADDITIONAL INFORMATION: On November 7, 2008 this application was referred to the Suffolk County Planning Commission pursuant to General Municipal Law §239-m and Suffolk County Administrative Code §§A14-14-23. The Suffolk County Planning Commission issued its reply on December 2, 2008 stating that this application ;was considered a matter for local determination as there appeared to be no significant county-wide or inter-community impacts. Thereafter and upon the applicant's submission for vadance relief with respect to ~e construction of the conference center on a slope greater than 20%, a second referral was Page 2 -November 12, 2009 ZBA # 6245 - E & C PROPERTY HOLDING, INC.; EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY, Applicants CTM Parcel # I000-83-2-17.3 this application was considered a matter for local determination as there appeared to be no significant county-wide or inter-community impacts. Thereafter and upon the applicant's submission for vadance relief with respect to the construction of the conference center on a slope greater than 20%, a second referral was made to the SCPC. We note that the SCPC recommended a denial of the slope Vadance under ZBA File # 6314. That application is addressed in a separate determination of this Board. FINDINGS OF FACT The Zoning Board of Appeals held public headngs on this application on Apd123, 2009 and October 1, 2009 at which times written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: VARIANCE UNDER 280-36 REASONS FOR BOARD ACTION On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings with respect the requested height variance: 1. Town Law i267-b(3)(b)(1). An undesirable change will not be produced in the character of the neighborhood 01~ a detriment to nearby properties. With respect to the height of the meeting house, the building will be ~ integrated into the existing slope. The building was conceived as 2 '~ stodes. Whether the building is determined to have 2 ~ or 3 stodes, its height would neither have a negative impact on the neighborhood nor detriment to nearby properties. The western entrance, which is at basement level, is at grade level and provides handicap access from the level of the motel units directly into the building. The meeting rooms are on the first floor above the basement. The rear of the building opens to the east on that upper level. The putative "third floor' is a space above the flint floor over the basement and is to be utilized solely as an egress path to an open deck area and contains "attic space." 2. Town Law 26.~7-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by any method feasible for the applican! to pursue other than area variances. The property is sloped on its eastem side, requiring the use of steep hill for construction meeting house, with front and rear entrances on different levels. The meeting house cannot reasonably be located closer to the living units. f 3. Town Law 267-b(3)(b)(3). The relief requested is not substantial. The area above the second story largely consists,of what is traditionally categorized as 'attic space." It will be used for storage, lavatories, elevator, stairw~, and hallway for access to the roof top deck. 4. Town Law 26~-b(3)(b)(4). The difficulty has not been self-created, insofar as it is a result of the existing topography. 5. Town Law 267-b(3)(b)(5). No evidence has been submitted to suggest that the building will have a significant adverse impact on the physical or environmental conditions in the neighborhood. The applicant has submitted e~idence to the satisfaction of the Board that any impacts caused by the construction of the building will be mitigated to the maximum extent possible. The building is located more than 200 feet from the Long Island Sound. The building will be built into a hill on the eastern side. One hundred feet of the property along tl~e eastern boundary will be preserved and remain wooded. Page 3 - November 12, 2009 ZBA # 6245 - E .&. C PROPERTY HOLDING, INC.; EDUCATIONAL & CULTURAL FUND OF THE JOINT iNDUSTRY BOARD FOR TH'E ELECTRICAL INDUSTRY, Applicants CTM Parcel # 10i)0-83-2-17.3 6. In consideration of the cdteda the Zoning Board of Appeals determines that the benefit to the applicant if this vadance is granted outweighs the minimal detriment to the health, safety and welfare of the neighborhood by such grant. SPECIAL EXCEPTIONS FOR A CONFERENCE FACILITY AND MOTEL UNIT,g STANDARDS/REASONS FOR BOARD ACTION After review ofihe requirements set forth pumuant to Chapter 280 governing uses by Special Exception review, and on th, e basis of testimony presented and personal inspection, the Board finds: 1. Granting a Special Exception under Zoning Code Section 280-35B concerning as-built Motel units in a former accesso~ poolhouse building follows the code-required conditions that were satisfied by the existing motel prior to i~aCquisition by the applicant. (a) Th~. pamel is over 16 acres in size and hence exceeds the 5 acre minimum. (b) Th~ maximum number of guest units shall be: [1] One unit per 6,000 square feet of land without public water or sewer i [2] One unit per 4,000 square feet of land with public water and sewer. (c) No music, entertainment or loudspeaker system shall be audible from beyond the property line. (d) The maximum size of a guest unit shall be 600 square feet. The applicant provided proof that it had obtained public water, however, there is nothing in the record indicated that the property is serviced by public sewer. As such, the one unit per 6,000 sq. ft. requirement is applicable. The maximum size of each guest unit is proposed at 600 square feet (or less to meet code). 2. Granting a Special Exception under Zoning Code Section 280-35B to construct and establish use as a conference facility for member pdvate training and education classes is provided; the meeting house will be used by the sarn~ membem who occupy the motel. The conditions listed therein will be satisfied. 3. In addition {o the cdteria set forth in §280-35B, the additional (as built) motel rooms and conference center as proposed are subject to the cdteda set forth in Article XXV of Chapter 280. Upon review of the consideration o[the cdteda set fodh in §280-143, the Board determines that the proposed uses aro in harmony with the zoning ordinance and will not advemely affect the neighborhood when meeting the code requirements. : 4. In addition, the Board has reviewed the General Standards goveming Special Exception uses set forth in Section 280-142 and finds that: A) The use of ithe property as a motel and conference facility and related activities as proposed will not prevent the ordedy and reasonable use in this zone disthct and adjacent districts. The adjacent property on the north is their;Long Island Sound, on the east by a single-family residence, to the south by properties zoned Agricultural Consen/ation (AC) opposite Duck Pond Road is a development of single-family homes in the residential zbne district. B) This use will:not prevent ordedy and reasonable use of permitted or legally established uses in this zone distdct or adjacent use disthct. Page 4 - November 12 2009 ZBA# 6245 - E & C PROPERTY HOLDING, INC.; EDUCATIONAL & CULTURAL FUND Of THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY, Applicants CTM Parcel # 1000-83-2-17.3 C) The safety, health welfare, comfort, convenience, and the order of the town will not be adversely affected by the proposed use and ts ocation. D) The use will'be in harmony with and will promote the general purposes and intent of the code· E) The use is compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regarding to visibility, scale and overall appearance. F) The structures, equipment and material will be accessible for emergency protection. RESOLUTION OF THE BOARD: In considering all of the above factors, and in considering all of the above factors and ap~ing the balancing test under New York Town Law 267-B, a motion was offered by Member Simon, seconded by Member Weisman, and duly carded, to GRANT the vadance for the height of a building as applied for and shown on the survey plan last revised 04-20-2009 prepared by John C. Ehlers, Land surveyor conceming the area proposed above the second-story; and to GRANT the Special Exception for the additional (as-built) motel rooms and conference facility as applied for, subject to the CONDITIONS that: 1. The area above the second story in the conference center facility be used solely as access to the open deck, lavatories, attic space, elevator; and 2. No amplified sound shall be audible beyond the property line; and 3. All uses of the conference facility must be related to the use of the hotel/motel and utilized by the gu~sts thereof. Vote of the Board: Ayes: Members Goehdnger (Chairman),_..:,~mefr;-Wel~'~an apd-Schn~ider. Absent was: ·Member Homing. This Resolution was duly ad.~4..O)T~; //~,.,,/~//~j !i / G,.em~'P. Goeh-dnger, Ch'~'-rman "// ~ ...-'Approved for Filing 11//~ ~2009 / Office Location: Town Annex/First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 Mailine Address: 53095 Main Road P.O. Box 1179 Southold, NY I 1971-0959 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 FINDINGS, DELIBERATIONS, DECISION MEETING HELD NOVEMBER 12, 2009 1:5;z Town Clef& ZBA FILE # 6314 - E and C PROPERTY HOLDING, INC. and EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY PROPERTY LOCATION: 3800 Duck Pond Road, Cutchngue adjacent to L.I. Sound, CTM Pame11000-83-2-17.3 (former owner: Demetdades, Santodni Restaurant/Motel). SEQRA DETERMINATION: The Town Planning Board completed its SEQRA coordinated review of this Unlisted Action and issued a determination of non-significance and granted a Negative Declaration for the proposed action,en August 3, 2009. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Depadment of Planning issued its reply dated December 2, 2008 stating that this application is considered a matter for local determination as them appeam to be no significant county- wide or inter-community impact. LWRPtEXEMPT: This application is not subject to review under Chapter 268 because the variance relief requested does not involve features that relate to a regulated natural feature or a bulkhead or other shoreline. PROPERTY FACTS/DESCRIPTION: The subject property is a 16.59 acm parcel running 301.17 + 207.02 feet along the Long Island Sound to the norlhWest, 463.43 + 890.14 feet along the northeast boundary, 1,293.92 feet along the southem boundary, 58.98 feet along the southwest boundary, and 192.04 + 432.12 along Duck Pond Road to the west. The property is improved by two 1 ~ story frame and masonry buildings, a restaurant building, and a one story frame building, as shown on a survey by John C; Ehlers, LS., dated 08-11-2008 and revised on 10-02-2008 and 4-20-2009. BASIS OF APPLICATION5 The applicants request a Vadance concerning an application for a drainage contmt permit based on the Building Inspector's June 3, 2009 Notice of Disapproval under Section 280-236 (13), for the mason that the site plan shows a land area having a slope greater than 20% for/he construction of the proposed meetinghouse building FINDINGS OF FACT The Zoning Board of ApPeals held a public heaitng on this application on October 29, 2009, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: RELIEF REQUESTED: The applicant proposes to construct a new 18,000 sq. ft. meeting house/conference center that will be built inlo the side off a hill on the eastem side of the subject pmperb/with slopes greater than 20%. This location allows the rear of the building, at the highest natural grade, to provide handicapped access adjacent to parking and to reduce the visual scale and impact of the structure on the site. Page 2 - November 12, 2009 ZBA It 6314 - JOINT INDUSTRY BOARD AND E & C PROPERTY HOLDING, INC. CTM Parcel 1000-83-2-17.3 ADDITIONAL INFORMATION: In a letter dated August 5, 2009, the Suffolk County Planning Commission recommended denial of the variance with respect to the location of the proposed meetinghouse on slopes greater than 20% because of the potential erosion and storm water mn-off problems and recommended relocation. The Southoid Town Planning Board submitted a letter to the Board of Appeals dated August 3, 2009 agreeing to override the Suffolk County Planning Commission recommendations and supporting the variar~e relief as applied for with regard to the location (and the 3 story height, under application ~245) of the proposed meetinghouse on the basis that the applicants submitted a SWPP plan that addressed ali concerns about erosion and storm water runoff and that they would be adequately controlled dudng and after construction, The Planning Board noted that the SCPC, at the time of their decision, did not have the benefit of reviewing the storm water pollution prevention plan (SWPP), and were also under the misconception that the slope was a bluff located on the shore and might need bulkhead suppod. REASONS FOR BOARD'g, CT ON: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The location of the proposed 18,000 square foot meetJnghousa on a steep slope on the far easterly side ot the prope~ was chosen so that the building is at the greatest possible distance from the entry to the site and the resid~tial properties to the west. Building into a hill side will reduce the visual impact and scale of the proposed building and most of the wooded area nearby will be retained. The rear wall of the rmeetinghouse is designed to act as a retaining wall with footings which provide anchors and will prevent erosion. 2. Town Law ~267-b(31(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other.than an area variance because the proporty is sloped on its eastern side, requiring the location if the proposed meetinghouse on a steep hill with front and rear entrances on different levels. The meeting house cannot reasonably he located closer to the living units on this "campus style" conference facility. 3. Town Law §267-b(3)(b}(3). The amount of relief requested is not substantial Storm water drainage and erosion control will he achieved by the proposed SWPP, in addition to the uso of gutlers, leadem, and drywells as per cede. Building into a slope will cause minimal disturb~hce to the site. 4. Town Law ~267-b(31(b)(5). The d~culty has not been self-created in co far as it is the result of the existing topography on the subject property , 5. Town Law §267-b{3)(b)(4). No evidence has been submitted to suggest that a vadance in this residential community will have an adverse impact on the physical or environmental conditions in the neighbo~hoad. One hundred feet of the property along the eastern boundacy will be preserved and remain wooded. The building is located more than 200 feet from the Long Island Sound, The Tow~ Engineer has reviewed the site plan and the SWPP in relation to the Iocaiton of the proposed meetinghouse and has stated that erosion control is adequate for the 20% and greater slopes and that proposed drainage is edequate. The SCPC aclmowiedged that the overall design of the proposed meetinghouse would meet the Commissions guidelines for energy efficiency and natural surveillance (see letter from the Planning Board dated August 3, 2009) A storm water discharge plan has been completed on the west side of the property and will capture the water runoff from Duck Pond Road 6. Town Law ~267-b. Gra. nt of the requested re ief s the m n mum action necessary and adequate to enable the applicant to enjoy the beneffi of a meetinghouse on a slope greater than 20%, while preserving and protecting the character of the neighborhood and the health, safety and v~lfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman, seconded by Member Simon, and duly carded, to Page 3 - November 12, 2009 ZBA # 6314 - JOINT INDUSTRY BOARD AND E & C PROPERTY HOLDING, INC. CTM Parcel 1000-83-2-17.3 GRANT the vadance as applied for, and shown on the John C. Ehlers sun/ey dated 08-11-2008, revised on 10-2-2008 and revised 04-20~2009. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any currant or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the d~ht to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of no~onformiD'. Vote of the Board: Ayes: Members Goehdnger, Simon, Weisman~.,.~g~,-'-h~,,,c,~der.....~J~ber Homing was absent. This Resolution was duly adop,~ (4-0). ~~ // Geraj:~H~'-Goehdnger, Chairman //' /..~N~mved for Filing ./' 11//~'/2009 PLANNING BOARD MEMBERS MARTIN H. SIDOR Chair WILLIAM J. CREMERS KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J. WILCENSKI February 9,2010 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southotd, NY 11971 Re; Final Approval: Joint Industry Board of the Electrical Located on the east side of Duck Pond Road, approxi Depot Lane, Cutchogue SCTM# 1000-83-2-17.3 Zoning Districts: RR & AC MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 Dear Ms. Moore: The Southold Town Planning Board, at a meeting held on Monday, February 8, 2010, adopted the following resolutions: The public hearing was closed. mWH~far..the proposed construction of an 18,000 sq. ft. ~g/conference f_acil!ty and-i~erior alterations of an existing motel, restaurant, pool and pool ' .3-acre site partially located in the Resort Residential and Agricultural c~n-servation Zoning Districts, SCTM#1000-83-2-17.3; and WHEREAS, an application for a site plan was submitted on November 14, 2008, including the site plan prepared by Harvey Bienstock, P.E., dated August 8, 2008 and a Storm Water Prevention Pollution Plan (SWPP), dated September 21, 2008; and WHEREAS, on February 03, 2009, the Southold Town Planning Board accepted the application for review; and WHEREAS, on February 04, 2009, the Planning Board, pursuant to Southold Town Code {}280-131 C., distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, and LWRP Coordinator; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and Joint Board Pa.qe Two February 9, 2010 WHEREAS, on February 04, 2009, the Planning Board referred the application to the Suffolk County Planning Commission; and WHEREAS, on July 13, 2009, the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board established itself as Lead Agency and, as Lead Agency, made a determination of non-significance and granted a Negative Declaration; and WHEREAS, on July 27, 2009, the Suffolk County Planning Commission recommendation, dated April 4, 2009, to approve the application with the condition that the new building be to-located out of the slope area was reviewed. The main reason for this condition appeared to be related to stormwater run-off and erosion concerns. The Planning Board also reviewed the Stormwater Pollution Prevention Plan supplied by the applicant and found that it mitigated the stormwater and erosion problems associated with building on slopes; and WHEREAS, on November 09, 2009, the Southold Town Planning Board, found that the mitigation proposed by the applicant was sufficient, and adopted a resolution to over- ride the Suffolk County Planning condition to re-locate the conference facility building by a majority plus one vote; and WHEREAS, on November 12, 2009, the Southold Town Zoning Board of Appeals granted a variance for the height of the building and the Special Exception for the additional (as-built) motel rooms and conference facility subject to the conditions that: 1. The area above the second story in the conference center facility be used solely as access to the open deck, lavatories, attic space, elevator; 2. No amplified sound shall be audible beyond the property line; and 3. All uses of the conference facility must be related to the use of the hotel/motel and utilized by the guests thereof; and WHEREAS, on January 13, 2010, the Suffolk County Department of Health Services issued a Permit (#C10-08-008) and approved the project and stamped the map; therefore, be it RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southotd Local Waterfront Revitalization Program and determined that the action is consistent as outlined in the memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval to the site plan entitled "Santorini Beach Resort", prepared by Ehasz Giacalone Architects, P.C. and certified by Harvey Bienstock, P.E., originally dated August 8, 2008 and last revised on January 12, 2009, and authorizes the Chairman to endorse the site plan packet that includes the following drawings: Joint Board PaRe Three February 9, 2010 · C-01 Existing Conditions & Demolition Plan · C-02 Alignment & Scheduling Site Plan · C-03 Proposed Grading Site Plan · C-04 Proposed Utility Plan · C-05 West Motel & Restaurant Proposed Sanitary & Stormwater Drainage Plan · C-06 East Motel, Training Center and Cabana Sanitary & Stormwater Drainage Plan · C-07 Site Details & Notes · C-08 Erosion & Sediment Control Plan & Details · C-09 Site Lighting Plan A copy of the approved site plan packet is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer. If you have any questions regarding the above, please contact this office. Very truly yours, Martin H. Sidor Chairman Encls. CC; Suffolk County Dept. of Health Services Suffolk County Planning Commission Suffolk County Water Authority Michael Gaynor, Engineer Southold Zoning Board of Appeals (cover letter) Building Dept. Town Engineer Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A /U~O O ~ ~-- / 7,-~ STORM-WATER/GRADING, DRAINAGE AND EROSION CONTROL PLAN DMtr~t .~on B~k Lot C~=KTIrmU BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. a. What Is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water RumOff (;nclude Total Area of all Parcels located within the Scope of Work for Proposed Constrocfion) /~.~ ~fC~J Generated bya Two (2')inch Rainfation Site? 'd r~ b. What is the Tofal Ama of Land Clearing (S.F. / Acres) {This tiem will include all run-off created by site clearing and/or construction activities as well es all and/or Ground Disturbance for the proposed, //~ ~ ~_~2 Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F. t ~,c~m) 2 Does the Site Plan and/or Survey Show AiI proposed PROVIDE BRIEF PROJECT DESCRIYFION (P,*~ ~ ~, ~ Drainage Structures Indicating Size & Location? This Item shall Include all Proposed Grade Changes and 6- 6/d. S opasContro,,ngSu,aceWate ow. /i4,~ ,J ~( ~/~ ~ $ ~,c' / 3 Does tho Site Plan and/°r Survey doscdbe tho er°sl°n dO and sediment control practices that will be used to _,' control site erosion and ston~ water discharges. This item must ha maintained throughout the Entire Construction PeHnd. 4 Wifl this Project Require any Land Filling, Grading or Excavation where there is a change lo the Natural Existing Grade involving mom than 200 Cubic Yards __ of Material within any Parcel? 5 Wilt this Application Reguire Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? -- 6 Is there a Natural Water Course Running throngh the D / Site? Is this Project within tile Trustees jurisdiction ~ral DEC ~WPPP Requlremento: or within One Hundred (100') feet of a Wetland or -- Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one (1) or mom ac~es; indudleg disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ~ are pad of a lenger common plan thof will ulthnofaly distorb one or mom ac~'es o~' land; which Exceed Fiff,e, en (15) feet of Vertical Rise to ~ including ConstoJCfion activities levalvleg sell distorhences of less than one (1) acre where One Hundred (100 ) of Horizontal Distance? L~J the DEC has determined that a SPOE$ permit ~s required for storm water discharges. SWPPP'S Shall meet ~fle Minimum Requlrementu of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impervious ~ fa. Storm Water Discharges f~o~ consbuctlon aofivRy - Permit Ne. GP-04 0-001 .) Surfaces ha Sloped to Direct Storm.Water Run-Off 1. The SWPPP shall be p~epered prio~ to the submlltal of th~ NOr. The NOI shall be into and/or in the direction of a Town right-of-way? -- submitted to the Debe r*d~eof prior to the commencement of coflstracfion acitvity. 2. The SWPPP sha~ desc~be the eri~len aed sediment control practices and v,{lere 9 Will this Project Require the Placement of Material, mqalred, post.construction sthn~ water management practices that v~ll he used and/or Removal of Vegetation and/or the Construction of any c~nsth,~thd to reduce the pollutants in storm ware( d~charges and to assure Item Within the Town Right-of-Way or Road Shoulder oompliance with the totals and conditle~s of this perm~ In addition, the SWPPP shall 3, Ail ~WPPPs that require the pest-consth~Mion storm water management practice In a Box and the cons~on elte dletorbence al ~ S,000 S.F. & 1 compOn~lt shall ha la-epared by a qualified Design professional Ucensed in New york a Storm-Water, G,lding, Dmthage & Ero~ten Conlrof Pten te Requked by the Town of STATE OF NgW YORE, ~ _ F',~'~ c~ ~ ..... C_0.N..NI£ D, I~UNCH COUNq_'Y OF ............ - ~'"'~"' ~"~ ..... " ~ N0. 0]BU61850,50' New Yori(,. ~5 ~ ,"- ~ ' - Qualifie[l_ 0 Suffolk C0un(y And that he/she is the ~W//a-~'$ /'~-~,co.~-to, .~co te Owner and/or representative of the 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 applica6on are true to the best of his knowledge and helie£; and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; FORM - 06/10 BUnchiNG DI~ARTMF2VT TOWN O1~ SOUTItOLD APPLICATION FOR ELECTRICAL INSPECTION LJ~ JUL 22 2011 L.~ BLDG. DF_PT. TOWN OF SOUTHOLD REQUESTED BY: Name: 1. JOBSITE INFORMATION: (*Indicates required information) *Cross Street: ~ *P~ne No.: ~ { , P~ No.: T~.Map DistH~: 1~0 . Se~bn; ~.~ BI~:~ Lot: ~RIEF DESCRI~I~ OF WORK (~se P~nt Cleady) ~e ~e ~ That ~y) *~-~u ne~ a Temp ~te: Temp Information (If, needed] *New Service: Re-connect ~_~Number of Meters Change of Service Overhead Addltienal information: PAYMENT DUE WITH APPLICATION TOWN OF SOUTHOLD RECORD CAi~D OWNER STRE~<~'O,.:,:,:,, WL-~GE D~ST. SUE~. t-aT J~'/~/'~ FORMER OWN~ ' " N .... E ' ACR.~ ~ES. ~/~W 'S~S. VL. FARM ~ CB. MICS. Mkt. Value ~ND iMP. TOTAL DATE RE~RKS I ,I ~: t ' t~_~ ~ ~ ~ -~~ -~5~/'7 EHA[[ GLACALONE ARC JITECTS RC, rillobl~ FRONTAGE 9N WATER ~o~land FRONTAGE ON ROAD ~eadowland ~ DEPTH douse Plot BULKH~D Eota I M': Bldg. Extension Extension Extension i Breezeway Garage O.B. P°rch i ? Patio Driveway ~oundation i Bath I ' ; ! i Basement f2 ~.; Floors i / ~ Ext. Wails i Interior Finish i Fire Place / Hea¢ I [ ~oms 1st Floori Rooms 2nd Floor! ~ ~ V-~w m;~ va ~v~~. ..... ~- ~r~ · · ~/~ . ~;.-- ' OWNER STREET VILLAGE DISTRICT SUB. ~ FQRMER OWNkR ' ' ~ ACREAGE 2 TYPE OF BUILDING LOT RES. ~ND ~OOoA~E SEAS. IMP. VL. TOTAL FARM DATE COMM. // ND. CB. Jz/ //- MISC. NEW Farm Zilb,ble 1 Tillable 2 Tillable 3 Wood land ~;B_UI LDING CONDIT, 19~N, .... NORMAL Acre Value Per Acre] Value Swampland Brushland House Plot Total TOWN OF SOUTHOLD PROPERTY RECORD CARD /'..~ ~ .-~* .~ )WNER STREET '~.',.?~/~) VILLAGE DIST. SUB. LOT S W ~PE OF BUILDING ~ND IMP. TOTAL DATE R~RKS ~t ~ ~ , , . / ~ble FRONTAGE ON WATER ~lond FRONTAGE ON ROAD Id°wlaad DEPTH ~se Plot BULKH~D Extension /~.ijx.~ .~' .'9~ ~_G°~-I r4490 , Basement J ~. Fm~rs Extension ~t. W611s ~e~4 s,d,. Interior Finish Extension Fire Place ~ He~ ~ ~ ~ ~ ~ ~ ~ / ~ ~ ~:: ~ Z F ~ Porch Attic 5~,'~,mdp ~{.~ / 0 ~ 0 z Porch Rooms 1st Flor Breezeway Patio Rooms 2nd Flor Garage Driveway O.B. OWNER TOTAL STREET TYPE OF BLD. PROP. CLASS .DATE I / I VILLAGE REMARKS LOT FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD TILLABLE WOODLAND MEADOWLAND HOUSE/LOT TOTAL COLOR TRIM M. Bldg. Founciation Pc cB Bath Dinette FULL Extension Basem, ent CR^WL Floors Kit. SLAB Extension Ext. Walls Interior Finish L.R. Extension Fire Piace Heat D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garage Driveway Rooms 2nd Floor O.B. Pool 04/~0/20~2 89:28 631-852-5755 SCDHS NASTEN~TER HGT PAGE 01/03 DEPARTMEI~ OF HEALTH SERVICES COUNTY OF SUFFOLK STEVEN BEt. LONE SUFFOLK GOU NTY EXECUTIVE JAME9 L. TOMARKEN, MD, MI)H, MBA, MSW TRANSMITTAL FORM TO: Mike Verity FROM: ..Craig Knepper, PE DATE: April 10, 2012 SUBJECT: Santorini - SCDHS Ref.#: C10-08-008 " PAGES: 3 (Includ!ng this page) ,, if this is not received in its entirety, please call ~1-852-5700. CONRDENTIAUTY NO'IICE: Th~ fmc trans, mle~Mml is intc, mied only for the use (~ the indiddual ar entltY to ~ Ii Is iddremmd and may mntaln qodlderdial blfmmdlon bel~ tD the qNmdef whld~ Is ~ bY Pddlege. ff~p~u me intended reQIplent, you a~ hereby nofflled ghat any (JTi~, eopyllql, diMflbtlffon, o1' 1he taking of any adlon In mlianae on the eoMen# M tide in~ Is dddly p~ibited, ff yeu have i~c~ed rids tra~ In e~or, pleaee nQlily the sender ktwnecMeiy by plione or fmc and ddi4e the original memeage. DIVISION OF ENVIRONMENTAL. QUALITY Office ofVVastewater Managemel~ * 360 Yal:dlank Avenue, Suite 2C, Yaphank NY 11980 (631) 852-5700 F~x (631) 852-5755 T'r' LINE 631-852-5755 Pt~',OPEP..T¥ LINE SCDI-~S WASTEWATER MGT PAGE 82/83 THE OWNER AND JAMES, LASAI.A & LLP. THESE PLANS AND SPECIfiC:AT TIlE SUBJECT OF A COPYRIGHT HOT BE REVISED OR REUSED BY Al THE WRITTEN AUTHORITY OF JAMES ASSOCIATES, U.P.' HARVEY B1ENSTOCK, 761-80 COATES AVENUE HOLBROOK, #Y 11741 TELEPHON~ 516.972.~ FACSIMILe: 631.852.~888 JO8 1431 CONKLIN STREET I FARMINGDALE, NEW YORK 117 TEL:(516)420-8383 FAX:(516)420 · PROJECT SANTORIIqI B: I~.SORT 3800 DUCK POND CtJTCHO~U~, 1,~%~v' DRAWING A ~=.r"' R;.',,",,",¢ ~. OF CC, N,STRU 07 ~;_'~ "' . .......... !.~,~ 0, Office o~ Wastewater Management CHECKE 84/18/2812 iSTING ~ITARY JMP 89:28 631-852-5755 FOUR (4) EXISTING POOL$(TYP.) SCDHS WASTENATER MGT PAGE 83/83 EDGE OF qlTARY MAIN :::)C~C~I 5~ALL /'"'- 7/ '~ ISTING 5XI~,TIN~ 51AII~MIN~ SI SEPTIC 'rANKS EXI! _SIXTEEN 06) FXISTINO SAN ITARY LEACHING POOLS AND FIVE' (5) EXISTING INSTRUCTIONS FOR VARIANCE APPLICATIONS SOUTHOLD TOWN ZONING BOARD OF APPEALS Phone: (631) 765-1809 Ext. 5012 Fax: (631) 765-9064 Please submit the following in seven collated sets, with ORIGINAL signature set on top: CURRENT NOTICE OF DISAPPROVAL from the Building Inspector dated within the last 60 days, together with the same map filed with the Building Inspector, co__o_pies of permit application and correspondence on file with the Building Department. APPLICATION: Typed or neatly written, signed by the property owner and notarized. If you have a representative signed for you, please furnish a signed consent form from the ~;'~ner with owners' address and telephone number, stating who is authorized to sign the forms, and representative's name, address, telephone and fax numbers. Please be sure to show the agent's namer below the owner's name and address, on Application forms, and attach copies of covenants and restrictions of record for this property (if any). NEW SURVEY~ OR AVAILABLE SURVEY OF RECORD WITH ARCHITECT'S PLOT/SITE PLAN: Sun'eyor must show proposed and existing setbacks, patios/driveways, wetland bluffers, high bank or bluff, square footage and dimensions of lot, dimensions of new construction, fences, tanks, overhangs, chimneys, cesspool locations, etc. (If your project involves total lot coverage exceeding 20% of the building area of the lot, a licensed surveyor must calculate square footage breakdown of all building areas in a letter or on the updated survey.) Please give distance between new proposed construction to p~eperty lines, nearest wetland or bulkhead, top of the bank or bluff, and overhangs exceeding 18". No hand drawn maps or survey maps will be accepted when altered without permission. BUILDING DIAGRAMS: Diagram or sketch of roof design, elevations from grade, foundation areas above/below grade, existing and proposed mean heights, and existing and proposed maximum heights to top of the ridge from natural grade. PHOTOS: Seven (7) sets of photos (after staking outside corners of new construction, if proposed) and please label each with description of change, owner's name and date taken. PROJECT DESCRIPTION QUESTIONNAIRE FORM TOWN PROPERTY CARD (may be available from Assessors Office) LWRP FORM eight copies total for waterfront or properties containing wetlands, with an 8th set of the entire submission. Please complete all questions and add reasons; also please attach explanation of ground disturbance, landscaping and activities within 75 feet of top of bluff and shorelines. ENVIRONMENTAL ASSESSMENT FORM: Necessary ONLY if your project is other than a ~ setback or lot size, or other dimensional variance. CHECK payable to "SOUTHOLD TOWN CLERK." (Please call ahead or refer to Ch. 280 fee schedule.) -~. ~--.~ After the Board has reviewed the application and calendared your application for a public hearing, the Department will contact you as to availability at the meeting. Our Department will provide a letter with the Town's Legal Notice, a yellow sign for your posting, an area map showing the surrounding lots that will require certified mail notice from you, and affidavit forms for your use during the notification steps. Please note: (A) Any changes, after submitting the above, must be placed in writing to the Board of Appeals clarifying the changes with the seven maps, as revised. Changes may also require an amended Notice of Disapproval to address these after you submit amended map to the Building Department Plan Reviewer 765-1802; (B) Service of a copy of your appeal application upon the Building Department is necessary under New York Town Law. Please include a letter or other document indicating when notification of your appeal application was given to the Building Department. Thank you. zba ~10/04; 1/07; 5/07 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road PO. Box 1179 Southold, NY 11971-0959 PLEASE CALL AHEAD (before submitting applications) for the following: After providing Parcel Number, please: 1. Request copy of prior ZBA determinations or conditions 2. Insert data at lower paragraph of Application. 3. Attach copies of prior ZBA determinations with your application submission. Thank you. ZBA Department 765-1809 APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS Fee: $ Office Notes: __ Filed By:. For Office Use Only Date Assigned/Assignment No. HouseNo. 58t~OStreet ~)0C~.- ~90~1~) '~o~ Ha~et G~0~O~ SCTM 1000 Section~BlockO ~Lot(s) 011. ~ Lot Size I 7. 5 ~me Zone I (WE) APPE_AL,,TIa~E~WRITTEN DETERMINATION OF THF~ BU/LDING INSPECTOR '=Applicant(s)/Owner(s): '~l~O&P~0t,,jp~(~ ~0t,,W~}&5(,. ~(~&~f'l( I'~ MailingAddress:t~ "Ii ~~ ~V~, ~0~1~~ { NOTE: la addition to the above, please complete below if application is signed by applieant~s attorney~ agent, architect, builder, contract vendee, etc. and name of person who agent represents: Name of Representative: ~ for ( ) Owner, or ( ) Other: Agent's Address: Telephone Fax #: Email: Please check box to specify who you wish correspondence to be mailed to, from the above names: ~t~pplicant/Owner(s), or [] Authorized Representative, or [] Other Name/Address below: WHEREBY THE BUILDING INSPECT, OR REVIEWED MAP DATED ~:>/t,~//~t~ and DENIED AN APPLICATION DATED ~[ Z~O lO ~ FOR: ~uilding Permit / [] Certificate of Occupancy [3 Pre-Certificate of Occupancy [] Change of Use [] Permit for As-Built Construction []Other: Provision of the Zoning Ordinance Appealed. (Indicate Article, Section, Subsection of Zoning Ordinance by numbers. Do not quote the code.) Article ~t ~ t Section 280- '9~ Subsection( 1~ ) Type of Appeal. An Appeal is made for: [] A Variance to the Zoning Code or Zoning Map. [] A Variance due to lack of access required by New York Town Law-Section 280-A. [] Interpretation of the Town_ .C~ode, Article Section __ []ReversalorOther 5('~-at~l~ ~~ ~ KIoiY~'~-- A priora ealUhas '-'as no~'t be~en ,na~d'~''/~ ~O"~ O:~ ~)'~ '[~ pp ,"~"h~ de at any time with respect to this property~ UNDER Appeal No: Year ~. ~Please be sure to research before completing this question or call our office for asststance.) Name of Owner: ~'2~0~.;4'~lO"v~A ~ ~ ~' ¢ (..T'k) 0.,4 ~ ~'~O{9~'y ~{,(~l r)¢5 ZBA File # REASONS FOR APPEAL {additional sheets maF be used with preparer's signature): AREA VARIANCE REASONS: (1) An undesirable change will not be produced in the CHARACTER of the neighborhood or a detriment to nearby properties if granted, because: (2) The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue, other than an area variance, because: (3) The amount of relief requested is not substantial because: (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: (5) Has the alleged difficulty been self-created? ~Yes, or ( )No. Are there Covenants and Restrictions concerning this land: /~4o. iq Yes (please furnish copy). This is the MINIMUM that is necessary and adequate, and at the same time preserve and protect the character of the neighborhood and the health, safety, and welfare of the community. Check this box ( ) IF .4 USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET: (Please be sure ~0 consult your attorney.) Sworn to before me this day of ,20 Signature of Appellant or Authorized Agent (Agent must submit written Authorization from Owner) lqotary Public APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: [~'~) O(-A ~0 oN~ [-' ~1' ~'~ ~T~ fi/Z L.~ Date Prepared: I. For Demolition of Existing Building Areas Please describe areas being removed: ~ ~ II. New Construction Areas (New Dwelline or New Additions/Extensions): Dimensionsoffirstfloorextension: 1~.~::>~. t~ { M, ~01 I~i~O~la~{'L-- Dimensions ofnew second floor. P~p{JCOY'~, {O..~-'l )t ~:~ i[-~.~oO{.~r'~ Dimensions of floor above second level: ~ {~ (20~ ~0~ ~ 1~ ~ I ~[~Ot-,M~ Height (from finished ground to top of ridge): ~f/~ c~ Ii Is basement or lowest floor area being constructed? If yes, please provide height (above ground) measured from natural existing grade to first floor: .~ &- III. Proposed Construction Description (Alterations or Structural Changes) (attach extra sheet if necessary) - Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: Number of Floors and Changes WITH Alterations: IV. Calculations of building areas and lot coverage (from surveyor): Existing square footage of buildings on your property: Proposed increase ofbuildir~g coverage: _ ~?(}(~2>~'~ I ~ i~O Square footage ofyour lot: I'~ , ~ ~¢fL~5 Percentage of coverage of your lot by building area: V. Purpo~se of New Construction: VI. Please describe the land contours (flat, slope %, heavily wooded, marsh area, etc.) on your land and._hgw it_.relates to the difficulty i~n_meeting the code requirement(s) Please submit seven (7) photos, labeled to show different angles of yard areas after staking corners for new construction), and photos of building area to be altered with yard view. 7/2002; 2/2005; 1/2007 Page 3 of 3 - Appeal Application Part B: REASONS FOR USE VARIANCE ('~ requestecO: FOl' Each and Every Permitted Use under the Zoning Regulations for the Particular District Where the Project Is Located (please Consult your attorney belore completing): 1. Applicant cannot realize a reasonable return for each and every permitted use under the zoning regulations fo[ the particular dlstrict where the properly is located, demonstrated by competent financial evidence. The applicant CANNOT realize a REASONABLE RETURN because: (describe on a separate sheet). ~ ~ 2. The alleged hardship relating to the property Is unique because: 3. The alleged hardship does not apply to a substantial portion o! the district or neighborhood because: 4. The request will not alter the essential character of the neighborhood because: 5. The alleged hardship has not been self-created because: 6. This Is the minimum relier necessary, while at the same time preserving and protecting the character ol the neighborhood, and the health, safely and welfare of the communily. (Please explain on a separate sheel it necessary.) 7. The spirit of the ordinance will be observed, public safely and welfare will be secured, and substantial Justice will be done because: (Please explain on a separate sheet Jt necessary.) ( ) Check this box and complete PART A, Questions on previous page to apply. AREA VARIANCE STANDARDS. (Please consult your attorney.) Otherwise, please proceed to the ~lgnafure and notary area below. Sworn to before me this day of .................... 200_. Signature ot Appellant or Authorized Agent (Agent must submit Authorization from Owner) (Notary Public) QUESTIONNAIRE FOR FILING WITIt YOUR Z.B.A. APPLICATION Is the subie~ct premises listed on the real estate market for sale? [] Yes /~No Are there any proposals to change or alter land contours? [] No ~Yes, please explain on attached sheet. "fO ¢t3/4~'"~0~'~ ~ ~OI lol~.t '~ 1) Are there areas that contain sand or wetland grasses? ~;~-~f'~'ff~ '~O 2) Are these areas shown on'the map submitted with this application? "'["~ ~ 3) Is t.he.Property bnlkheaded be~veen the wetlands area and the upland building area? 4) If your property contains wetlands or pond areas, have yo,u_~ontacted the office of the Town Trustees for its determination of jurisdiction? '~'-~ S Please confn~n s~atus of your inquiry or application with the Trustees: and if issued, please attach copies of permit with conditions and approved map. Is there a depression or slopin~gtelevation near the area of proposed construction at or below five feet above mean sea level? lq ~ E. Are there any patios, concrete barriers, bulkheads or f.en~ces thai exhaust and are not shown on the survey map that you are submitting? ~ (~) Ix} ~ (Please show area of these stmctures on a diagram if any exist. Or state "none" on the above line, if applicable.) F. Do you have any construction taking place at this time concerning your premises? ~ I~ If yes, please submit a copy of your building permit and map as approved by the Building Department and describe: Do you or any co-owner also own other land close to this parcel? /kJ t~) If yes, please label the proximity of your lands on your map with this application. Please list present use or operations conducted at.this parcel [~"ffr' ~'~ _____ and proposed use [~ff~O~T R~"%~Off~l/~.. (examples: existing: ~ly; proposed: same with garage or pool, or other description.) Authorized Signature and Date 2/05; 1/07 Town of Southold LWRP CONSISTENCY ASSESSMENT FORaM A. INSTRUCTIONS All applicants for permits* including Town of Soutbold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both sul~Dortinl~ and non sul~l~ortinl~ facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken.. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION PROJECT NAME ~ t~OT"O~[/',3 I The Application has been submitted to (check appropriate response): 'owu oard 54 'lann g oard uild gDep,. 54 'oardofTrnste , [] Category of Town of Southold agency action (check appropriate response): (.a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: I_ocation of action: Site acreage: Present land use: Present zoning classification: ~~ ~sl~e~ta. If ~ ~lioalio~ for the ~roposed aclion has been flied wifh ~e ~ow~ of 8ou~old agency, t~e following info~aion sh~ll ~e provided: (a) Nameo{applicant:_~'DL~/~ho~ ~ CO(.,'J~{,... ,~,~i[~'~I, :'-'(b) Mailing address: I ~ '~ Il (c) Telephone number: Area Code ( (d) Application number, if any:_ 7rE I ooo Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [--] No~x If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide fill proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ~Yes [] No.~xNot Applicable , Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria [~ Yes [~ No ~Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria [~ Yes [] No,~Not Applicable' Attach additional sheels if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria [-~ Yes ~ No ~Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 th~h 21 fo~ evaluation criteria [-~ Yes [-~ No .l~-lNotApPhcable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 throngh 32 for evaluation criteria. [] Yes [] 1No'Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [-~ Yes [] No'Not Applicable Atlach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ~ Yes ~] No ~Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. Yes [~ No ~'Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Soathold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See L~VRP Section II! - Policies; Pages 47 through 56 for evaluation criteria. [~ Yes ~ No J~Not Applicable Atlach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. [] Y'~s [-] No~Notnpplicabl~ Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southoid. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. [~ Yes [] No ~Not Applicable Attach addifionalsheets ifnecessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. [] Yes [-~ No .~_ Not Applicable PREPARED BY Amended on 8/1/05 TITLE DATE 61 7. 21 SEQR Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I - Project lnfom~ation (To be complete by Applicant or Project sponsor) 1. Applicant / Sponsor ~ 2. Project Name 3. Project location: Municipali[y County 4. Precis~docatlon (Streel address and road intersections, prominent landmarks, etc. or provide map) 5. Is proposed action: KNEW ( ) EXPANSION ( ) MODIFICATION/ALTERATtON J I Oescdbe project bdefly: 7. Amount of land affected: ..~ I~itially: acres; Ultimately: acres Will ~roposed action comply with exJs4Jng or other exlstin94end use restriction~.'~ YES ( ) HO If No, descdbe bdefly: ( ) Other 9. What is present land use in vicinity of projecl: (describe): -~'Residential ( ) Industhal ( ) Commercial '~r~Agdcultural ( ) Park/ForeslJOpen Space 10. Does action involve a permit approval or funding, now or ultin]ately from any other Governmental agency.(Federal, State or Local) ? ( ) YES ~"NO If Yes, list agency(s) and pan'nil/approvals: 11. Does a'ny aspect of the action have a currently valid permit or approval? ( )YES *~NO if Yes, list agency(s) and permit/approvals: 12. As a result of proposed action, will exJsting permit/approval require modification? ( ) YES ~,.~NO If Yes, list agency(s) and permit]approvals: I certify that the information provided above is true to the best of my kn, owledge Signature: If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment ........... ,~- t-uat, Lt~URE FORM APPLICABLE TO OWNER, CONTRACT VENDEE AND AGENT: The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of Town officers and employees. The purpose of this form is to provide information, which can alert the Town of possible couflicts of interest and allow it to take whatever action is necessary to avoid same. (Last name, first name rmddle initial unless ........ i :,,, ,.e app ylng n the name of someone else or other entity, such as a company. If so, indicate the other person or company name.) NAT~ OF ~PLICATION: (Check all that apply,) Variance Special Exception ~ *Other Approval or Exemption ~ '~ from plat 0r official map Change of Zone Tax ~evance *If"Other" name the activin: Do you personally (or ~ough your company, spouse; sibling, parent, or child) have relationship with any officer or employee of the To~ of Southold? . . . a bl°°~ma~nterest. "Business interest" "Relat~nshi "includes b ~, in whi~ the To~ offi ...... - ~t means a business includina a kmpl°~co*oration in w~~~ ~ ~~ ott~ ~ em lo ee o~s m~~ ~S ~ NO If you answered "YE~'[ complete the balance of this form and date and sign where indicated Name of person e~l~ioyed by the To~ of Southold: Title or position of that person: Describe that relationship be~een yourself (the applicant, agent or con~act vendee) and the To~ officer or employee. Either check the appropriate line A t~ough D (below) anWor describe the relationship in the space prohded. The To~ officer or employee or his or her, spouse, sibling, parent, or child is (check all that apply): ~ A) the O~er of~eater than 5% of the shares of the co.orate stock of the applicant (when the applicant is a co~orati6n); ~ B) the legal or beneficial o~er of any interest ~ a non-co.orate enti~ (when the applicant is not a co~oration); , ~C) an officer, director, pa~er, or employee of the applicant; or ~ D) the actual applicant. DESC~TION OF ~LATIONSH~ Submitted this ~ day of Signature: Print Name: NEW APPLICATIONS ARE PROVIDED A FILE NUMBER FOR REFERENCE, AT THE TIME A NEW APPLICATION IS SUBMITTED WITH THE REQUIRED FILING FEE. ' ONLY FILES NUMBERS (instead ofdeadht e dates) ARE USED FOR THE PURPOSE OF REVIEWS AND DETERMINING COMPLETENESS AND SETTING PUBLIC HEARING CALENDARS. A FILE NUMBER CONFIRMS THE DATE YOUR APPLICATION WAS FIRST SUBMITTED. PLEASE ALLOW 14 DAYS (AFTER A FILE NUMBER IS OBTAINED) FOR A DETERMINATION ON THE STATUS OF YOUR NEW APPPLICATION. AFTERMT...ECHNICAL REVIEWS, RESEARCH AND OTHER DATA "ARE COMt~LETE AND NOTED INTO THE FILE RECORD, YOUR APPLICATION MAY BE CALENDARED FOR A PUBLIC HEARING DATE. THANK YOU FOR UNDERSTANDING. ZBA DEPARTMENT BUILDING PEI~MIT REVIEW PROCEDURE Request made to building inspector '~. for building permit Reviewed by building inspector. ~'or compliance with zoning ordinance subdivision regulations bu/lding codes, etc. health del~t, regulatiom Conditions not met 1 Building permit 'must be denied Applic=nt can seek relief by: - complying with requirements - revising plans - seeking a zoning change ~ seeking a variance ¢.. 4 requexting an interpretation · of buildb~g inspector decision · i -5..1 Sa~isfactory~liefachieved ] I Building permit i~sued ] All conditions met Constructinn completed according to plan. Certificate of [_~.ecup aucy i~sued use permit required A'pplicant referred to appro- ~..~, - priate body (planning board./~x.~,~ ~, board of appeals or legis- 'l lative body for review Approval received .I EFFECTIVE JANUARY 2005: PLEASE TAKE NOTICE AUTOMATIC ADJOURNMENTS MAY APPLY TO YOUR APPLICATION, IF ANY OF THE FOLLOWING OCCURS RELATIVE TO YOUR APPLICATION: · AN APPLICATION IS AMENDED - AFTER IT IS ADVERTISED. · AN AMENDED NOTICE OF DISAPPROVAL IS ISSUED, BASED ON AN AMENDED OR REVISED PLAN BY THE APPLICANT - AFTER IT IS ADVERTISED. (Corrections will be accepted in certain situations.) · MAPS OR OTHER DETAILS RELATIVE TO THE ADVERTISED APPLICATION DELIVERED FOR YOUR FILE - AFTER THE FIRST MAP HAS BEEN ADVERTISED. PLEASE contact the Department o,f the ZBA if assistance is needed regarding the procedure to be followed, or if you have questions on situations similar to the above. PLEASE ALSO TAKE NOTICE: all new CORRESPONDENCE must be submitted in seven (7) sets, filed, either during the hearing session at the Town Hall, or to the ZBA Office at least one week before the date of the scheduled hearing~ This includes amendments, letters, and other data relative to the upcoming scheduled hearing. This is an important record and submissions at the latest hour would not be able to be delivered by staff in your behalf to the hearing. Please note name of the applicant and application number on your submission (when possible). Thank you. ' ~To,,vn~ _M}~ex?irst Floor, North Fork B~xnk 54375 Main Road (at Youngs AvenueJ Southold, NY 11971 http://southoldtown,north fork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 Mailing Address: 53095 Main Road P.O. Box 1179 Southold, NY 11971-0959 ' 100~274. Fees. [L.L No. 30-t9921 Applications to the Board of Appeals for any relief herein shall be accompanied by a fee as hereinafter provided: A. For applications involving fences, accessory structures or accessory buildings, alterations or additions containing less than two hundred (200) square feet in floor area, the fee shall be one hundred fifty dollars ($150.). B. For all other applications, including those involving commercial property, containing a single request [for example, an application requesting one (1) variance or an application requesting a special exception], the fee shall be four hundred dollars ($400.), except that the fee for a special exception for a bed-and-breakfast shall be two hundred fifty dollars ($250.). (Amended 2-7-1995 by L.L No. 3-1995] C. For applications containing more than one (1) request', such as an application requesting an area variance and a width variance, the fee shall be six hundred dollars Y~IL-- ($600.). D. For applications for interpretations on appeal from an order, decision or determination of an administrative officer, the fee shall be two hundred dollars ($200.) for each section of the Town Code for which an interpretation is requested. E: For applications for variances from Town Law § 280-a (rights-of-way), the fee shall be two hundred fifty dollars ($250.). F. For applications for rehearings, the fee shall be the same as the fee charged for the original application. G. For applications for public entertainment and special events permits, the fee shall be fifty dollars ($50.). [Added 11-29-1994 by L.L. No. 26-1994] Am 2-7-95 EDUCATIONAL AND CULTURAL TRUST FUND OF THE ELECTRICAL INDUSTRY 158-11 HARRY VAN ARSDALE JR. AVENUE · FLUSHING, N.Y. 11365-3095 TEL: (718) 591-2000 · FAX: (718) 969-3081 · www.jlbei.org HARRY VAN ARSDALE JR. Founder Trustees DR GERALD FINKEL Chairman/Director CHRISTOPHER ERIKSON Vice Chairman DAVID B, PINTER Treasurer JOHN E. MARCHELL Secretary VlTO V. MUNDO Counsel GINA M. ADDEO JAMES F, ANGUS THOMAS ARROYO HOWARD BALDINGER JOSEPH BARBARO LOLA E. BARTON EDWARD J. CLEARy LEON CONN MICHAEL DeANGELO HY GREENBLATT IRA GRUNTHER ' ROBERT A. HEMSING HARVEY LIFTON EDWIN LOPEZ RAYMOND MELVILLE SANORA MIl.AD EDWARD ROTHOWSKI LANCE VAN ARSDALE THOMAS VAN ARSDALE WALTER D. WHITELAW June 30, 2008 Heather Lanza Director of Planning The Town of Southold Planning Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, New York 11971 JUL 2 2008 ERASZ GrACAtONE ARCHITECTS RE: 3800 DUck Pond Road Southold Dear Ms. Lanza: I am writing toyou in response-to inquiries~I received regarding the construction of a new building on our property and its intended use. Please be advised that the meetinghouse that we have a desire to build on the property is for use by our membership for training sessions and educational purposes. The meetinghouse facilities will be used by the same individuals who will be staying overnight in the motel units. The total occupancy of the motel units will be approximately 100 adults. The meetinghouse will only be used for our own purposes and will not be for outside rental purposes or open to outsiders for use. Its main purpose is for our training sessions that are run mainly on the weekends for our members from early spring through late fall. In addition to the classrooms and meeting rooms in the facility, we are also contemplating the use of the first floor of the facility for a computer center as an emergency backup for our facility here in Flushing, Queens. That facility will probably be manned by one person year round. Although the motel units and the rest of meeting hall facilities will not be used during the mid winter, when members will not be attending classes, the individual operating emergency data center would be open year round. With regard to the restaurant facility that currently exists on the property, the renovated restaurant will only be used for our own use, which is to feed the -- 2 individuals and members who are attending the training sessions. The restaurant will not be open to public access or public use nor will it be operated for profit. Also, there are no plans to install a public address system outside of the buildings. If you have any additional questions, please feel free to contact me. Yours truly, Gerald Finkel, Chairman cc: Louis P. Giacalone / Towu of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l. All applicants for pemfits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town) 3. If any question in Section C On this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus~ each answer must be explained in detail~ listing both supportinR and non- ~. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken.. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trnstees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION S M# 0 5 -.©,Z. -E>I; 0 2 PRO,FJECT NAME .6 ~.J'~O{7-,I/k~ I The Application has been submitted to (check appropriate response): To ,u, oard F4 Plauu Board[ Bui,d , Dep,. I--4 oatdof ' u, tees [] Category of Town of Southold agency action (check appropriate response): (.a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Loc tio. ot'. ctio. : Site ac,'e ge:. Present land use: Present zoning classification: ~)~-~ ~}(~"~"t~.. ~-.-~ ) If an application for the proposed action has been filed with the Town of $outhold agency, the following information shall be provided: (a) Name oCapplicant: ~R)C~ 7(b) Mailing address: (c) Telephone number: Area Code ( )_ 7t f- .ff'q l q..ooo (d) Application number, if any:. Will the action be d(rectly undertaken, require funding, or approval by a state or federal agency? Yes [--] No'~ If yes, which state or federal agency?. C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section IH - Policies; Page 2 for evaluation criteria. [~Yes ~] No.~xNotApplicable At~ach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Sonthold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ~ Yes ~ No ~l'~Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ~ Yes ~ No _J~Not Applicable' Attach additional Sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ~ Yes ~ No ~Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 t~h 21 for evaluation criteria [-~ Yes [-~ No J~lNotApPlicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. [~ Yes [~ No'Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [-~ Yes [~NoJ~NotApplicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Sonthold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. [] Yes [] No lgfNot Applicab,e PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. [] Yes [~ No ~'Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES l'olicy 10. Protect Soutbold's ~vater-dependent uses and promote siting of new water-dependent uses in sniP:able locations. See LWRP Section Ill - Policies; Pages 47 through 56 for evaluation criteria. [] Yes ~] No ~Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. [] Y"~s ['-q No~ ,~, Not Applicabl~ Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ~'~ Yes [] No~Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section I!I - Policies; Pages 65 through 68 for evaluation criteria. [] Yes ~-q No _l~ Not Applicable PREPARED BY ,'lme~cted o~t 8/1/05 TITLE DATE 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently, there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance mey have little or no formal knowledge of the environment or may not be technically exper[ in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data, it assists a reviewer in the analysis that takes place n Parts 2 and 3. Part 2: FOcuses on identifying the range of possible impacts that may occur from a project or action. It provides guidance as to whether an impact is likely to be considered small to moderate or whether it is a potentially-)arge impact. The form also identifies whether an impact can be mitigated or reduced. Part 3: If any impact in Part 2 is identified as potentially*large, then Part 3 is used to evaluate whether or not the impact is actually important. THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE .- Type I and Unlisted Actions IdentlfY the Portions of EAF completed for this project: []Part I r--]Part 2 * r'"~Part 3 Upon review of the information recorded on this EAF'{P~i't~J'I and 2 and 3-[t~appropriate), an~J any'o~her Supporting inform~ti~ and c.o~sidedng both the ma_gn ~ude and importance of each impact, it is.reasonably determined by the lead agency that: r'-] A. The project will not result in any large and important impact{s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. r'-] i~. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* r~ c. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. Cond t~onod Negative Declaration is on y valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency ¥itle of Responsible Officer ~ignature of Responsible Officer in Lead Agency ~ignature of Preparer (If different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining wheIher the action proposed may have a significant effect on the environment. Please complete the entire fg~, Pads A through E. Answers to these questions will be considered as part of th e application for approval and may be subjec( to further verification and public review. Provide any additional information you bell eve will be needed to complete Pads 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable, so indicale and specify each instance. Localioe of Action (include Street Address, Municipality and County) Nameo,^,.,,ea.,,Spo..or Business Telephone 7 Name of Owner (if different) State 1,3 '1' Zip Code Address City/PO Business Telephone ' Slale Zip Code Description of Action: Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both develope¢l and undeveloped areas. 1. Present Land Use: [] Urban [] Industrial [] Commercial ]Forest ]]]Residential (suburban) []Rural tnorYfarm) Total acreage of project area: APPROXIMATE ACREAGE Meadow or Brushland (Non*agricultural) Forested Agricultural (Includes orchards, cropland, pasture, etc.) Wetland )Freshwater or tidal as per Articles 24,25 of ECL) Water Sun'ace Area Unvegetated )Rock, earth or fill) Roads, buildings and other paved surfaces Other (Indicate type) PRESENTLY AFTER COMPLETION O arras e ,es 3. What is predominant soil type(s) on project site? a. Soil drainage: r~well drained % of site .~,Moderately well drained I00 % of site. ~Poorly drained . % of site If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? [] Yes [] No ~[ a. Whet is depth to bedrock (Jo feet) 5. Approximate percentage of proposed project site wilh slopes: r~o_ 1 o% _.% ~1o_ 15%_ % 6. is project substantiall~ontiguous to, o~ contein Historic Places? LJ Yes ~ No ]15% or greater % ~ a building, site, or district, listed on the State or National Registers of 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks7 OYes UNo a.What'sthedepthctthewatertab,e? *I'n,eetlXI'Ai'ZlES"t[PPI?'° , T'/,,o eST Fo' r 9. Is site located over a primary, principal, or sole sourqe aquifer? []Yes ~C~No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area ? ~ Yes ~ No Page 3 of 21 Docs p[oject site conlain any species of plant or animal life Ihat is identified as th[eatened or endar~gered? []Yes ~No Acco[din§ to: Identify each species: ! 2. Ara there any unique or unusual land forms on the project site~* (i.e, cliffs, dunes, other geological formations? ~Yes BNo 13. Describe: Is the project site presently used by the community or neighborhood es an open space or recreation area;' If yes, explain: 1 4. Does the present site ?6iude scenic views known to be important to tl)e commun fy? DYes E]No 1 5. Streams within or contiguous to project area: a. Name of Stream and name of River to which it i~ tributary Lakes, ponds, wetland areas within or contiguous to project area: 16. b. Size (in acres): ! Page 4 of 21 .! 17. Is the sl(e served by existing public utilities? [~Yes [] No a If YES, does sufficient capacity exist to a~low connection? ~Yes b. If YES, will improvements be necessary to allow connection? ONo [~Yes ONo 18. Is the site located in an agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? [~]Yes ~'No 19. Is the eite located in or substantiall.y' cCntiguous Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? r'"~Yes ~,,No to a 20, Has the site ever been used for the disposal of solid or hazardous wastes? B, Project Description m~Yes Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: Project acreage to be developed: acres initially; acres ultimately. Project acreage to remain undeveloped: acres. Length of project, in mifes:_fl~ (if appropdate) If the project is an expansion, indicate percent of expansion proposed, ~f %// Number of off-street parking spaces existing __; proposed Maximum vehicular ~rips generated per hour: (upon/completion of project)7 If residential: Number and type of housing unit~ Initially One Family Two Family Multiple Family Condominium Ultimately i. Dimensions (in feet) of largest proposed structure: .height; j. Linear feet of frontage along a public thoroughfare project will occupy is? 2, How much natural material (i.e. reck, earth, etc.) will be removed from the site? 3. Will disturbed areas be reclaimed OYes ~[J~o ON/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation;' OYes ~,No c. Will upper subsoil be stockpiled for reclamation? [] Yes '~ No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? width; . length. ft. __ tons/cubic yards, Page 5 of 21 5. Will any mature forest (over 100 years old) or other locaily-imporlant vegetahon be removed by this project? l .o 6. If single phase project: Anticipated period of construction: ~ months, (including domolition) 7. ti multi-phased: a. Total number of phases anticipated __ (number) b. Anticipated date of commencement phase 1: --_ month _ year, lincludJng demolition) c. Approximate completion date of final phase; __ month __ year. d. Is phase t functionally dependent on subsequent phases? [] Yes ~ No 8, Will blasting occur during construction? ~ Yes ~ No 9. Number of jobs generated; during construction __; after project is complet.e ..,,~,,-* ...... 10. Number of jobs eliminated by this project (~ 1 1. Will project require relocation of any projects or facilities;' ~Yes ~No If yes, explain: / / 12, Is surface liquid waste disposal involved? [] Yes .~o a. If yes, indicate type of waste (sewage, industrial, otc) and amount b. Name of water body into which effluent will be discharged 1 3. Is subsurface liquid waste disposal involved? ~[~Yes [] No 14. Will surface area of an existin.g water body increase or decrease by proposal? ~ Yes ~No If yes, explain: 1§. Is project or any portion of project located in a 1 O0 year flood plain? [] Yes ~No 16. Will the project generate solid waste? .]~,,,¥es [] No e. If yes, what is the amount per month?__ tons ~ ...... b. If yes, will an existing solid waste facility be used? ~ Yes r~ No ~ c. If yes, give name ; location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ~LYes D No Page 6 of 21 '~,~ e If yes, explain: 17. Will the pro act involve the disposa o solid waste? [~Yes [~No a. If yes, what is the anticipated rate of disposal? __ tons/month. b. If yes, wha't is the anticipated sil.e lite? __ years. 18. Will project use herbicides or pesticides? [~]Yes 19. Will project routinely produce odors (more than one hour per day)? OYes [~No 20. Will project produce operating noise exceeding the local arab ent noise levels? []Yes 21.-~ill project result in an increase in energy use~ ~Yes ~ No 22. If water supply is from wells, indicate pumping capacity ~J,/~l' gallons/minute. 23. Total anticipated water usage per day__ gallons/day. 24. Does project involve Local, State or Federal funding7 [] Yes [~No If yes, explain: Page 7 oi 21 25. Approvals Required: City, Town, Village Board [] No Type Submittal Date City, Town, Village Planning Board ~Yes ~ No City, Town Zoning Board ~"Y e s [] No City, County Health Department [~Yes E] No Other Local Agencies ]Yes ~No Other Regional Ag--/encies [] Yes J~ NO State Agencies ~Yes ~ No Federal Agencies DYes C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? '~Yes [] No l! Yes, indicate decision required: E"] Subdivision r~ Other Page 8 of 21 · il~ 2 What is lhe zc, ning classdica[ion(s) of the site? ,3. What is the maximum potential development of the site it developed as permitted by the present zoning? 4. What is the proposed zoning of the site? 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 6. Is the proposed action consistent with tho recommended uses in adopted local land use plans? 7. What are the predominant land use{s) and zoning classifications Within a ~4 mile radiusyproposed action? u L-ru 8. Is the proposed action compatible with adjoining/surrounding land uses with a ~ mile? [~Yes [] No 9. If the proposed action is the subdivision of land, how many lots are proposed? ~,~'"~ a What is the m n mum lot size proposed? Page 9 of 21 ~ 10. Will proposed action require any authorization(s) for the formation of sewer or water dis~ricls? [] Yesv,~lo I 1 1. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? a. If yes, is existing capacity sufficient to handle projected demand? ,~ Yes [] No 1 2. Will the proposed action result in the generation of traffic significantly above present levels? [] Yes ~No a. If yes, is the existing road network adequate to handle the additional traffic. []Yes [] No l' D. Informational Details Attach any additional information as may be.~eeded to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss ~Jch impacts and the measures which you propose Io mitigate or avoid there. E. Verification I certify that the information provided above is true to the best of my knowledge. ,r' Applicant/Sponsor Name Date ,,1 Signature Title If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form belore pxoceeding with this assessment. Page lOof 21 Pik,hNNING BO~D MEMBERS JERILY-N B. WOODHOUSE Chair KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND PLANNING BOARD OFFICE TOWN OF SOUTHOLD MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY' Telephone: 631 765-1935 Fax: 631 765-3136 SITE PLAN APPLICATION Submission Requirements Thc following items are required for a complete site plan application submission: · Site Plan Application Form (2 pages) · Applicant's Affidavit (1 page) ~ · Agent Authorization (if applicable) · Enviromnental Assessment Form (EAF- Part One)(Fill pages 2 of21-10 of 21) '~:? ~ ~'~ · Payment to Town of Southold (see 100-256B for fee schedule) Nine Copies of Site Development Plan (see appendix for requirements) ~ Grading and Drainage Plan with Calculations (if not included in site plan)) Existing and Proposed Landscape Plan (if not included in site plan) ~4~ Survey Prepared by Licensed Surveyor or Civil Engineer Architectural Review Materials to Include: 2 sets of construction plans with elevation details & lighting details, samples of material, colors, type of roofing and siding. See the Architectural Review Committee Check List. · Scaled Sketch of the Sign Showing Color, Material Type, and Sign Lighting Details · ' Notice of Disapproval from Building Department (See Town Code Section 100-253) · LWRP Consistency Assessment Fom~ (five pages) A'?? NOTE: See the Site Plan Application Guide for fi~rther information. Rex ised 10/05/05 TOWN OF SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: __/ / Site Plan Name: ~PcgJ['O~tp,3 ~ Suffolk County Tax Map #1000- 0g~ - 02- Othei' SCTM/ts: Street'~ddress: 3~20~ ~O(..~-~Ot,.J~ ~O(~Hamlet: ~{~I, JT4t~:~ Distance to nearest intersection: Type of Site Plan: ~ New Amended If Amended, last approval date: / / Residential SECTION B: Owners/Agent Contact Information Pleas. e list name, mailing address, and phone number for the people below.. Property Owner ~}OC~(hO ~ ~ ~'0 {~TO/~A~[- Street [~l ~C ~ City ~{~M ~ State ~ ~ Home Telephone Other Applicant Street City Home Telephone State __Zip Other Applicant's Agent or Representative: Contact Person(s)* ~-O~ ~t"~ [~ I ~ O F.., ~ 'T I Street City ~0~D~::~ State 0"( Zipll '~6~ Office Telephone Other "7/e Ct~[ 7,'tg'ffO *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SECTION C: Site Data Proposed construction type: ~New Property total acreage or square footage: Modificatiou of Existing Structure Change of use ]'~, ~ _ac./~F'fi'7'. Site Plan build-out acreage or square footage: tkf:~?~:~x ,ac,,/sq. ft. .Agricultural Is there an existing or proposed Sale of Development Rights on the property? Yes If yes, explain: No ~ Building Department Notice of Disapproval Date: ~:~ / ]~/0 ~' Is an application to the Southold Town Zoning Board of Appeals required? Yes If yes, have you submitted an application to the ZBA? Yes __ No ~ If yes, attach a copy of the application packet. >( No Show all uses proposed and existing. Indicate which building will have which use. proposed per building, indicate square footage of floor area per use. List all existing property uses: ~ ~'~ .'~.~ ~, I~-'~l fl~ List all proposed property uses: ~5~O~"~ 1'~o ~"k~l I~[~ Other accessory uses: If more then one use is Existing lot coverage: % Proposed lot coverage: % Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s): No Y-. Parking Space Data: # of existing spaces: # of proposed spaces: Loading Berth: Yes __~ Landscaping Details: · Existing landscape coverage: Proposed landscape coverage:. Waterfront Data: Is this property within 500" ora wetland area? Yes /~ No If yes explain: I, the undersigned, certify that all the above information is tree. Signature of Preparer: Date: Page 2 of 2 10/05/05 APpUCANrS AFFIDAVIT :STATE OF NEW YORK cOUNIY OF SUFFOLK being duly sworn, deposes and says thaL he resides at In the Slate of New York, and thal; he Is the owner of the above properly, or thai: he is the of the (Title} (Specify whether Partnership or corp.) which Is hereby making application; that there are no existing structures or Improvemenb on the land which are not shown on' the Site Plan; that the frJtie to the entire parcel, including all rights-of-way, has been cleady eslabllshed and Is shown on said Plan; thai; no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as ~ lo~s and ~s to roads;'that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submlLlced, as approved, will not be altered or changed In any manner without the approval o¢ the Planning Board; and tibet the actual phys!cal Improvemen~ will be ins[ailed In strict accordance With the plans submll~ed. Signed (Owner) Signed (Partner or Corporate Officer end sworn b) me this .day of 19 (Notary Pubilc) ¢',k. BENNETT ORLOWSK/, JR. Chau-man WILLIAM J. CREMERB KENNETH L. EDWARDS GEORGE RITCHI~ LATHAM, JR. RICHARD CAGGIANO Town Hall, 53095 Sta~e Route 2~ P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1938 Fax (631) 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Sample authorization letters: 1. I ~ owner of the property at SCTM~ 1000-100-10-10 in-Mattituck, NY, hereby authorize Southold Consultants Inc. to act as my agent and handl~ all necessary work involved in the subdivision process with the Southold Planning Board. Signature: ~~ Sworn before me this 30th day of February 2000, ~ ~ [ Michael Hill's Notary stamp ] 2. We John~ owners of the prope~b, at SCTM# 1000,88-8-8 in Southold,. NY, hereby authorize Home Builders Inc. to 'apply for a subdivision on our l}roperty and hire any agents necessary to complete the work involved in tlie subdivision process with the Southold Planning Board. Signatures: rj Sworn before me this 30t~ day of Febm~, [ Michael Hill's Notary stamp ] ; 3. I .Jim Davis, President of Home Builders Inc., hereby authorize ~ to act as my agent on the property of SCTM# 1000-88-8-8 in Southold, NY, and handle all necessary work involved in the subdivision process with the Southold Plannihg Board Sworn before me this 30~ day of February_2000_, '~a~ .O~ [ Michael Hill's Notary stamp ] Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for pennits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other infom~ation used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town), If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supportin~ and non suooortin~ facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION PROJECT NAME 5 Pr/~l~lb3 t The Application has been submitted to (check appropriate response): TownBoard ~ PlanningBoard[~ Building Dept. ~-~ BoardofTrustees [] Category of Town of Southold agency action (check appropriate response): (,a) Action undertaken directly by Town agency (e.g. capital construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Pemfit, approval, license, certification: Nature and extent of action: Location of action: Site acreage: [ "~' 5 Present land use:_ t2~'~''' Present zouing classification: ~)~;~" 21~F-~l~',,h~:~xjT~.r~' ~_~_~ ..') If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: '=(b) Mailing address:. (c) Telephone number: Area Code ( ) 71 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes No/]~x If yes, which state or federal agency?. C. Evaluate the project to the following policies by analyzing ho~ the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. []Yes ~] No,~xNot Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southoid. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria [~ Yes [] No ~Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 throngh 7 for evaluation criteria [~ Yes [~ NoJ~Not Applicable' Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria [-~ Yes ~ No ~Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria [-~ Yes [] NoI~,~N Not Apphcable" Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ~ Yes [~ No~NotApplicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. [] Yes [] No~NotApplicable Ai~ach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ~'~ Yes ~ No ~Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. [] Yes ~-] No ~'Not Applicable Atiach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Sonthold's water-dependent uses and promote siting of new water-dependent uses in snitable locations. See LWRP Section 111 - Policies; Pages 47 through 56 for evaluation criteria. [] Yes [] No ~Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. [] Yes [] No 1~. Not Applicabl~ Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. [~ Yes [--] No ~'~Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ~-~ Yes [--] No ~Not Applicable PREPARED BY Amended on 8/l/05 TITLE DATE SITE PLAN CHECKLIST MINIMUM SITE PLAN REQUIREMENTS Notice of Disapproval from Building Department required under 100-253 of the Town Code, Lot, block section from Suffolk County Tax Map. Name and address of landowner on record. Names and addresses of adjoining landowners. Names and address of applicant (if not same as landowner). Name and address of person preparing map (plan) sealed with license seal and signature. Date of Plan. North Point. Location of all rights-of-way within 500 feet Of property lines. Key map showing location and owners of all adjoining lands within 500 feet at a scale of 1 inch equals 100 feet. Existing zone district, adjoining property zone districts and zoning district lines if the property includes a split zone. Buildings and build out with percent lot coverage ( see bulk schedule of zone). Landscaping and percent landscaped ( see bulk schedule of zone). Scale, 1 inch equals 20 feet. Existing building structures / utilities and proposed structures/utilities. Show all uses of the site in a town defined type, detail square feet and parking calculations broken down by the use, refer to Town Code section 100-190. Include handicap parking spaces as required in New York State Code. Drainage plan detailing paved areas including sidewalks and parking areas with calculations. Show outdoor lighting with detail of wattage and type of fixture refer to 100-239.5. Show location of ground transformers, fire welt and fire hydrants. Show location of dumpster. Existing trees of 6 inches in diameter at a point 3 feet above the truck base property boundaries. Landscape plan detailing location of landscaping, type of material plants, buffering, street trees -see attached Town Code information 100-212 & 100-213. Data for architectural review (see information below) & refer to 100-257 & 100-258 Building elevations for all facades and floor plans showing proposed use of floor area ADDITIONAL'REQUIREMENTS (If Applicable) {} {} {} {} {} {} Off street loading areas as required, refer to Town Code 100-192 for Loading Berth Requirements, Existing contours with intervals of 2 feet or less Show wetlands Outdoor signs - sketch to scale and colors refer to 100-200/209 Proposed grading, including existing and proposed topography with 2 feet contours on site and 200 feet beyond the property line Spot elevations for buildings 2 NOTE: YOU ARE REQUIRED TO OBTAIN THE FOLLOWING APPROVALS: OTHER AGENCY APPROVALS (If Applicable) { } Review required by Suffolk County Department of Health Services (} Review by New York State Department of Transportation (NYSDOT) for curb cut permit ( For Route 25) {} Review by Suffolk County Department of Public Works (SCDPW) for curb cut permit ( For County Road 48) {} Review by New York State Department of Environmental Conservation (NYSDEC) () New York State Department of Environmental Conservation Storm Water runoff permit (SPDES) for ground disturbance of 1 acre or greater. {} Review-by Southold Town Trustees 'or dledg~ng, bulkhead, wet ands, coastal hazard area { } Review required by Southold Town Zoning Board of Appeals Review required by Southold Town Board U.S. Army Corps of Engineers: Bulkhead, dredging. Greenport Village Utility: Water if within village franchise area. { } Other 2 August, 2005 ARCHITECTURAL REVIEW COMMITTEE The relevant inl'ormafion on the check list below should be submitted to the Cmmniuee, all at one time, and tlu'ough file Plmming Board staff. If you wish Io have )'our samples returned, please note tlfis on the envelope. 1, Site Plan 2. Floor plans, drawn to scale (¼" to l'preferred) by a hcensed architect or engineer (design professional) showing the type of consu-uction, proposed occupancy or use and the location of fu'e protection wails. 3. Elevation drawings to scale (aisc ~,;" to 1' } of ail sides of each building prepared hy a desigu professional. 4. The type and color of the items that follows are to be shown on the drawing,s. Please include samples where appropriate. Roofing Siding Windows, doors and trim Exterior heating/cooling equipment such as heat pumps and air conditioning equipment. Also show theh- locations. Roof mounted mechanical eqtfipment. Roof and sidewall penetrations for plumbing and mechanical eq~filcm~en,. ~&Iso indicate the theft locations and material. Masomy material ibr chinmeys or accent walls. ,adso provide samples or photos, raphs. Ornamemation, awtfings, cat, epics or tenls..Also provide dclails and Exic~5or lighting fixtm-es, both fi'ce standing and Im/kling-mounted. Please locations and i_ncludc catalogue cuts. Fen cing 5. Photoodaphs of existing anrV.or neighboring properties from four dh. ections o1' lhe pro~iect site. 6. Exterior signage, both building-mounted and fi'ee standing. Include type, colors, design and location. Over the years the Committee has developed preferences which will be of interest to applicants and theh' design professionals. These include: ' Natural Materials rather titan synthetic, especially not vinyl siding Minimal View of Parking Roof Penetrations hidden £rom tile road. Free standing ligJ'tting of minimum hei~tt and directed inward. Mechanical equipment hidden fi:om view Steel buildings, when proposed, to have a roof pitch of at least 5/12 and be clad in wood when ¥isible fi'om a road. Windows and doors consistent wilh the design of the building. THE ARCHITECTI.rlRAL REVIEW CO_MMITTEE WELCQMES pRE- SUBMISSION CONFERENCES PRIOR TO THE APPLICATION Section 280-133 - Site Plan Application Checklist %~ Site Plan Name A. Submission of a complete site plan application shall consist of: (1) A completed site plan application form. (2) The site plan review fee, as specified in Subsection B below. Editor's Note: See now § 280-138, Fee schedule for site plan applications. (3) A completed environmental assessment form. (4) Nine copies of the site plan. (5) Four copies of a property survey, certified by:a licensed land surveyor. B. Standards. Site plan design shall include the following items: (1) Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. (b) The name and add~ess of the landowner on record: [1] The names and addresses ofadjoining landowners. ~ [2] The name and address of the applicant, if not the same as the landowner. (c) The name and address of the person, firm or organization preparing the map, sealed with the applicable New York State license seal and signature. (d) Date, graph/c scale and North point, whether true or magnetic; if magnetic, show the date of reading. (e) A survey prepared by a licensed surveyor or civil engineer. 'The site plan may reference a land surveyor's map or base reference map. All distances shall be in feet and hundredths of a foot. All angles shall be given to the nearest i0 seconds or closer. The error of closure shall not exceed one in I0~000. (f) The locations, names and widths of all rights-of-way within 500 feet of property lines. If none exist with/n 500 feet of the subject property, indicate the distance to the nearest intersection with a public street. (g) A separate key map showing location and owners of all adjoLrfing lands within 500 feet, as shown on the latest tax records, at a scale of one inch equals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use with/n or adjoining the property. (i) A complete outline of other existing easements, deed restrictions or covenants a~ ~__ Existin~zone lines and dimensions. (k) Site plans drawn at the scale of one inch equals 20 feet. If all required information cannot be shown clearly on one plan, the information should be separated as follows: ~ent and schedule plan. [2] Grading and drainage. [3] Landscaping. --'-~t~-~.~5 ~.~'O{~Ot~.~ To ..~'ff~O ~151~ · [4] Other, e.g., site utilities. (2) Natural features: (a) Existing contours with intervals of two feet or less, referred to mean sea level as per United States Geological Survey datum. (b) Boundaries of any areas subject to flooding or stormwater overflows, tidal bays, saltwater marshes, beaches and all freshwater bodies, including wetlands and intermittent streams, perimeter ,~ boundaries of shoreline bluffs, dunes and beaches. (c) The location of existing natural features, including but not limited to natural drainage swales, watercourses, wooded areas and wetlands, as defined by the New York State Department of Environmental Conservation and the Board of Trustees of Southold Town, marshes, ponds, dunes, bluffs, beaches, kettleholes, escarpments, wildlife habitats, flood hazartt areas, erosion-prone areas and trees of six inches in diameter at a point three feet above the trunk base. (d) The location of any existing cultural and h/storical features within 500 feet of the property boundaries. Site Plan Application Checklist Page Two Existi~ structures and utilities: -- The locations, dimensions and outlines of all buildings, as defined in § 280-4 of this c~_.p~_~ and all uses of the site. Paved areas, including parking areas, sid-~walks and vehicular access between the site and_p_ublic streets. The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as other underground and aboveground utility poles and utility lines within and a__~cent to th~ The location and use of all buildings and structures, including curbcuts, within 200 feet of the 1 Prop_.~ed construction: The location of proposed buildings or structural improvements, (a) (b) (c) (d) (a) indicating setbacks from all property lines and horizontal distances from existing structures. (b) The location and design of all uses not requiring structures, such as off-street ~ and Ioadin._g. areas andAp_edestrian circulation. (c) The location, dffection, power level and time of use for _______p_Lq~sed outdoor~ublic addre'ss s (d) The location and plans for any outdoor signs must be in accordance with a~lations' (e) The location and details of aprons, curbs, sidewalks, fencing (type and location), and grading, including topography with two-foot 200 fee property line) and spot elevations s and all structures, drainage calculations, details of drainage structures and watershed areas, where a_p_plicable. (0 Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161, Highway )ecifications. (g) The location and listing of landscaping, buffering and street tree (h) 6) and location. The location of water and sewer mains, electrical service, cablevision and telephone installations, ground transformers, fire wells and fire hydrants and/or any alternate means of water supply and sew~osal and treatment. Building elevations for ali facades and floor plans showing the proposed use of floor area. Notes: Site Plan Application elements wavers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive reqmrements of this § 280-133 b" resolW: ............ any or ail of the · ' : uul~ at a amy not,cea puonc meeting, for those applications involving modifications to existing structures with no substantial change to the existing footprint, where the Planning Board determines that such modifications or any change in use will not require significant changes to existing major site design features, as well as applications involving uses strictly related to agriculture (but excepting retail winery operations), if it determines such requirements are not necessary to protect and maintain the public health, safety, or welfare and to further the objectives set forth in § 280-129. 2 ITRANSMITTAL EGA LETTER EHASZ GIACALONE ARCHITECTS, P.C. architects · planners · interior designers 431 CONKLIN STREET FARMINGDALE, N.Y. 11735 e~apc~optonline.net 516-420-8383 FAX: 516-420-0195 PROJECT: ,.Santonn~ [Scach Rcsort Cutchoq]ue, NY ARCHITECT'S PROJECT NO: 07 TO: Town of 5outhold 53095 Mare Road 5outhold, NY I 197 I Attn: Ms. Patrloa Conkhn WE TRANSMIT: [] herewith via: UP.~ Ground [] under separate cover via: FOR YOUR: [] approval [] [] review & comment [] [] records [] use information DATE: May 20, 2008 please inform us immediately. If checked below, please: [] Return enclosures to us. [] Acknowledge receipt of enclosures [] distribution to parties THE FOLLOWING: [] Drawings [] Product Literature [] Originals [] Specifications [] Photocopies [] Samples [] Other: COPIES DATE DWG. NO. DESCRIPTION 3 5/19/08 Arch~ctura[ and MI=? Orawm~j5 Enclosed are three 5et5 of Architectural, ,.Structural and MEP draw~n05 for the new 5antonm Mec~n~j House. Also ~ncluded ~5 the Did0. AFFh~bon form and a check for $ 250.00. COPIES TO: (with enclosures V~to Mundo - Transmittal only [] Joe Docctl - Transmittal only [] ?11¢ [] BY: NOI=L RODGI=RS, RA PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (63 ]) 765-4643 March 3, 2010 HAND DELIVERED Attn: Michael Verity, Chief Building Inspector Building Department Town of Southold PO Box 1179 Southold NY 11971 RE:E. AND C. PROPERTY HOLDINGINC. AND EDUCATIONAL&CULTURALFUND OFTHEJOINTINDUSTRY BOARDFORTHEELECTRICALINDUSTRY PROPERTY ADDRESS: 3800 DUCK POND ROAD, CUTCHOGUE SCTM: 1000-83-2-17.3 Dear Mr. Verity: Attached please find copies of the ZBA determinations and Planning Board approval together with four sets of construction drawings. Please advise of the building permit fee and I will arrange to have a check forwarded to you. Thank you. PCM/bp encls. BLDG. DEPE TOWN OF SOUTHOLD ve~'i-r'u~ly~urs, Patricia C. Moore TRANSMITTAL LETTER i EGA EHASZ GIACALONE ARCHITECTS, P.C. architects · planners - interior designers 431 CONKLIN STREET FARMINGDALE, N.Y. 11735 e~apc~optonline.net 516-420-8383 FAX: 516-420-0195 PROJECT: Santorini Beach Resort Cutchogue, NY ARCHITECT'S PROJECT NO: 07128 TO: Town of Southold 53095 Main Road Southold, NY 11971 Afln: Mr. Michael Verity WE TRANSMIT: [] herewith via: [] under separate cover via: FOR YOUR: [] approval [] use [] review & comment [] information [] records [] DATE: June 25, 2010 If enclosures are not as noted. please inform us immediately. If checked below, please: [] [] [] distribution to parties Return enclosures to us. JUN 3 0 2010 BLDG. DEPT. 10W/~ 0F SOUTHOLD THE FOLLOWING: [] Drawings [] Product Literature [] Originals [] Specifications [] Photocopies [] Samples [] Other: CornCheck Analysis COPIES DATE DWG. NO. DESCRIPTION 2 Interior Lighting & Power ComCheck Energy Analysis The Interior Lighting and Mechanical ComCheck Analysis Certifications, 2007 Version, for your records. Thanks for your speedy review and permit issuance for this project. COPIES TO: (with enclosures) aY: NOEL RODGERS, RA Rev. 1/16/03 08/02/2010 10:28 FAX 631 705 4643 MOORE LAW OFFICES ~00! PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tek (631) 765-4330 Fax: (831) 765-4643 FACSIMILE COVER SHEET Thepagescompdsingthisfacsimi~etren$mi$$i~nc~ntainc~n~dentia~inf~rmati~nfmmPatriciac` Moore. This information is intended solely for use by the individual entity named as the recipient here~)f. If you are not the intended recipient, be aware that any disclosure, copying, distribution, or use of the contents of this transmission is prohibited. If you have received this transmission in error, please noilly us by telephone immediately so we may arrange to retrieve this transmission at no cost to you. RE: DATE: '~'- c~ - ~, ~ TOTAL NUMBER OF PAGES INCLUDING COVER SHEET If TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACk; AS SOON AS POSSIBLE, PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 August 2, 2010 HAND DELIVERED Attn: Michael Verity, Chief Building Inspector Building Department Town of Southold PO Box 1179 Southold NY 11971 AUG ' 4 2010 BLDG. DEPT. TOWN OF SOUTHOLO RE: E. AND C. PROPERTY HOLDING INC. AND EDUCATIONAL & CULTURAL FUND OF THE JOINT INDUSTRY BOARD FOR THE ELECTRICAL INDUSTRY PROPERTY ADDRESS: 3800 DUCK POND ROAD, CUTCHOGUE SCTM: 1000-83-2-17.3 Dear Mr. Verity: In accordance with our telephone conversation, the property is under construction pursuant to a building permit. The project has an approved site plan, Special Exception approval and Zoning Board review and approval for construction within a 20% slope. All application were referred to the Southold Town Engineer for his review, advice, and guidance. It is my understanding that Mr. Fish, at the last inspection, questioned whether my client was in compliance with section 228 of the Southold Town Code. Section 228-4 states that no excavation permit is required if the removal of excess material from the construction site is in accordance with an approved site plan. The project is being undertaken in accordance with a site plan approved on February 9, 2010. Removal of excess soils from the site was anticipated and specifically identified in the Long EAF. The excavation is required for the construction of the structures and the on site drainage. In accordance with my telephone conversation with the Town Engineer, I have enclosed a letter from Harvey Bienstock, P.E. which certifies that my client is removing only the excess material associated with development of the approved site plan and that sufficient clean material remains on site to complete the construction. Thank you. cc: Jamie Richter, Town Engineer .~.~. ~~urs, .._ ~ ~C. Moore 08/02/2010 10:28 FAX 631 765 4643 MOORE LAW OFFICES ~003 U September 30th 2010 Re: Santorini Beach Resort Site Excavation To Whom it Many Concern: Please note that any excavated material removed from the site is only that amount of material which is excess matedal from the approved construction activities. Them will be enough clean material and top soil retained on site to achieve the approved grading plan, Please contact the wdter at 516-972-6888 if you require any additional information, Yours truly, Harvey Bienstock Harvey Bienstock, P.E, NOBLE ELEVATOR COMPANY INC. TRANSMITTAL DATE: MAY 4, 2011 TO: TOWN OF SOUTHOLD BUILDING DEPARTMENT 54375 ROUTE 25 SOUTHOLD, NY 11971 ATTN: MR. FISHER RE: 3800 DUCK POND ROAD CUTCHOGUE WE ARE SENDING YOU THE FOLLOWING VIA UPS DELIVERY: · 4 COPIES OF SIGNED AND SEALED DRAWINGS ELEVATOR DRAWINGS · COPY OF THE ORIGINAL BUILDING PERMIT #35622 · COPY OF ALL REQUIRED INSURANCE CERTIFICATES · CHECK PAYABLE TO THE TOWN OF SOUTHOLD IN THE AMOUNT OF $300.00 PLEASE NOTE: IN ADDITION TO THIS PASSENGER ELEVATOR, WE WILL ALSO BE INSTALLING A DUMBWAITER AT THIS LOCATION. WE ARE AWAITING FINALS DRAWINGS. ONCE THEY BECOME AVAILABLE, WE WILL FORWARD THE INFORMATION TO YOU FOR YOU REVIEW. I WILL ALSO INQUIRE THE FEE SCHEDULE FOR THIS ADDITIONAL EQUIPMENT. THESE ARE TRANSMITTED: FOR THE INSTALLATION OF A NEW PASSENGER ELEVATOR PLEASE CALL IF YOU HAVE ANY QUESTIONS. 631-9814100 ~MPANY INC. 870 MARCONI AVE RONKONKOMA, NY 11779 (631) 9814100 FX: (631) 9814123 TRANSMITTAL NOBLE ELEVATOR COMPANY INC. DATE: NOVEMBER 16, 2011 TO: TOWN OF SOUTHOLD BUILDING DEPARTMENT 54375 ROUTE 25 SOUTHOLD, NY 11971 ATTN: MR. FISHER RE: 3800 DUCK POND ROAD CUTCHOGUE WE ARE SENDING YOU THE FOLLOWING VIA UPS DELIVERY: · 4 COPIES OF SIGNED AND SEALED DRAWINGS FOR THE DUMBWAITER · COPY OF THE ORIGINAL BUILDING PERMIT #35622 · COPY OF ALL REQUIRED INSURANCE CERTIFICATES THESE ARE TRANSMITTED: FOR THE INSTALLATION OF A NEW DUMBWAITER PLEASE CALL IF YOU HAVE ANY QUESTIONS. 631-981-4100 NOBLE ELEVATOR COMPANY INC. 870 MARCONI AVE RONKONKOMA, NY 11779 (631) 981-4100 FX: (631) 981-4123 TOW', OF ';9UTHOLD CERTIFICATE OF LIABILITY INSURANCE OP,D 'IHI~ ERTIFICATE IS ISSUED AS A MAI'tqER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE Ce:e< ~ iFa;ATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR AL I e:R THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: I! the ce~tlficste holder is an ADDITIONAL INSURED, the policy(ies) must he endorsed. I! SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this ceffiflcate does not confer rights to the ce~ffi~te holder in I~u ~ such endor~ma~ OM Assoc./Burnham + Company A d/v. of Hub International One Bmidge Plaza North, 445 Fort L~e NJ 07024 Phone:201-585-6500 Fax:201-585-6590 NOBLE ELEVATOR CO., INC. 870 MARCONI AVENUE UNIT #2 RON~ONKOMR. ~ 11779 ADDRESS: CUSTOMER ID ~ NOBLE-1 ~R~A: StarNet Insurance Co. 40045 344 19445 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: EXCLUSIONS AND CONOrrlONE OF SUCH POLICES. UMIT$ SHOWN MAY HAVE BEEN REDUCEO BY eNO C[/JMS. A iX ¢~::I~UA~ JMS000059900 Ol/01/~.1 01/oz/12 ~E~I~S(~) $100__,000 I~ occue ~ ~xP (.~,ono ~o,0 *10 000 ~ X ~ ~ ~w~ s 1,000~000 B IX ~A~o ~-670M11OA ~/o~/[[ )[/0[/[2 e~LY~Y~) C ~ ] ~ ~ ~U15832532 31/0~/11 3~/01/12 ~R~NCE t ~,~00,000 ~Ri~i~ OF ~A~S ~ E.L ~' ~UCYU~ $ CERTIFICATE HOLDER CANCELLATION TOW~ OF SOUTHOLD PO BOX 1179 SOpTHOLD NY 11971 ~ ~-1958:200;3 AG~RD Co~oRA;I1C~AITHgMs reserved. New York State Insurance Fund ~Forkers' Compensation & DisaMlity Benefits Specialists Since 1914 199 CHURCH S"I~EET, NEW YORK, N,Y. 10007-1100 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 1"13121519 NOBLE ELEVATOR CO INC 870 MARCONI AVE- UNiT 2 RONKONKOMA NY 11779 I POLICYHOLDER NOBLE ELEVATOR CO INC 870 MARCONI AVE- UNIT 2 RONKONKOMA NY 11779 POLICY NUMBER CERTIFICATE HOLDER TOWN OF SOUTHOLD P.O. BOXf179 SOUTHOLD NY 11971 I CERTIFICATE NUMBER I PERIOD COVERED BYTHIS CERTIFICATE I DATE '1 G 1061 517-7 508265 01/01/2011 TO 01101/2012 4120/2011 THIS iS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1061 617-7 UNTIL 01/01/2012, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 01/01/2012 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THiS CERTIFICATE DOES NOT APPLY TO THOSE JOB SITES WHICH ARE COVERED BY OTHER INSURANCE AND ARE SPECIFICALLY EXCLUDED BY ENDORSEMENT. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https:/b, vww.nysif, comlcert/certval.asp or by calling (888) 875-5790 VALIDATION NUMBER: 694499689 STATE OF NEW YORK WO~' COMPENSATION BOARD CERTIFICATE OF INSURANCE COVEP~,GE UNDER THE NYS DISABILITY BENEFITS LAW ,~)~ 1. TO I~ eompl~d by Disability Bcnefit~ Carrier or Licen~d Insurance, Ag*at of thc Cartier 1 a L~gal Name and Add~ oflnsured (U~e street addrer~ only) Noble Elevator Co., Inc. 870 Marconi Avenue, Unit #2 Ronkonkoma, NY 11779 2. Nnfae and addrem of Ibc Entit~ Rr, queslinl~ Proof of Coverage (rmtity B~i~ Listed as the Certificat* Holder) I b~ Business Telephone Number of Insured 631-981-4100 l c~ NYS UnemploymcnI lnsurajace Employment Rggistratlon Number oflnsuRM Id. Federal Employer Idealtifieation Number of Insured or Social SeeurltyNun:ber 113121519 Name of Insurance Carri~:r NATIONAL BENEFIT UFE INSURANCE COMPANY Town of Southold P.O. Box 1179 Southold, NY 11971 3b. Policy Number of entity listed ia box 'qa": 8-910-0911173 3¢. Policy effcetive period: 11/01/2011 to 11/01/2012 4. Policy covers: a. [] Alloflhcemptoyer'semploy~seligibleunderfi~NewYo~kDisabitityBenefilsLaw b~ [] Oalythe followingcl~sorcl~aes 0fthe employer's employees: Under penalty of perjury, I certify that I am an anthodzed reprosenlative or li~n~ ~t of~e M~ ~i~ ~me~ ~ve TelephoncNumber 1.800,535,.2711 Title VICE PRESIDENT PART 2, To be eomDleted b}, NYS Worker~' Compensation Board (Only if box '4b~ of Part I bas been ebeeked St~ of New York Workers' Compensation Board Aeeordin~ to info,-mation maintain, ed by the NYS Weee. e~' Campen~'toa Board, tt~ agaove-named employer ha~ ~lied ~41h the NYS Disability Bcr~flt$ Law ~tb respect to all of bls/ret ~ploy~es, Dam Signed By {Sil~ ~te ~fNYS WorSts' C~tee ~ Em~doyeel Tclcphone Number Title ' Please Nora: Only insurance carriers licensed to write NY$ disability benefits irb~ance policies and NYS licensed insurance ~eats of tho~ in~uran~ emvlers authorized to issue Form DB- 120.1. laparance brokers are NOT anthotized to issue ~his form, COMcheck Software Version 3.7.0 Envelope Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Santorini Training Center Construction Site: 38 Duck Pond Rd. Cutchegue, NY 11935 Owner/Agent: Educational & Cultural Properety Holdings 158-11 Harry Van Amdats Jr. Avenue Flushing, NY 11365 Designer/Contractor: Louis Giacalone Ehasz Giacalone Architects 431 Conklin Street Farmingdale, NY 11735 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Ve~col Glazing / Wall Area Pct.: 8% Activity TVDe/S~ Convention, Conference or Meeting Center Floor Area 15500 Section 3: Requirements Checklist Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factor(a) Roof 1: Metal Roof with Thermal Blocks 4286 30.0 0.0 0.050 0.059 Roof 2: Metal Roof with Thermal Blocks 2770 0.0 25.0 0.039 0.059 Extedor Wall 1: Metal Frame, 16" o.c. 11600 19.0 0.0 0.114 0.090 Window 1: Wood Frame:Double Pane with Low-E, Clear, SHGC 582 -- -- 0.380 0.598 0.20 Door 1: Glass (> 50% glazing):Nonmetal Frame, Clear, SHGC 0.87 309 -- -- 0.680 0.598 Door 2: Solid (<= 50% glazing) 105 -- -- 0.420 0.142 Floor 1: Slab-On-Grade:Unheatad, Ve~cal 2 ff. 200 -- 10.0 -- -- (a) Budget U-factors ara used for software baseline calculations ONLY, and ara not code requiramenta. Air Leakage, Component Certification, and Vapor Retarder Requirements: [] 1. AJI joints and penetrations are caulked, gasketad, weather-stripped, or otherwise sealed. [] 2. Windows, doors, and skylights certified as meeting leakage requirements. [] 3. Component R-values & U-factors labeled as cartitisd. [] 4. Insulation 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. ~1 5. Fireplaces installed with tight fitting non-combustible fireplace doors. [] 6. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. ~1 7. Ca~go doors and loading dock doors are weather sealed. I~ 8. Recessed lighting fixtures are: (i) Type lC rated and sealed or gesketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible rnatadats and with 3 inches clearance from insulation matedaL Project Title: Santodni Training Center Report date: 06/02/10 Data fitsname: G:\ffies2~07~07128~Energy~Training Conter.cck Page I of 2 ~1 9. Vapor retar~er;nstalled. Section 4: Compliance Statement Compliance StatemenL' The proposed eflvetope design represented in this document is consistent with the building plans, specifications and other celcuiaflons submitted with this permit application. 31~e proposed envelope system has been designed to meet the 2007 New Yo~k Energy Conservation Construction Code requirements in COMcheck Version 3.7.0 and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Professional has stamped and signed this p professk~al judgment, such plans or specifications are in complianc~ ! Name * T~ta that to the best of his/ber knowledge, belief, and Project Title: Santodni Training Center Report date: 06/02/10 Data flianame: G:~fiias2~07~07128~Ene~y~Training Center.cck Page 2 of 2 Additian~l Instructions for Form DB- 120.1 By signing this form, th~ insun~cc cartier idcntificd in ~ ~x "1~" for di~ili~ ~ts under thc New Yo~ ~c ~ility this ~tlc~c of Ins~ to ~c ~tity list~ ~ ~c c~fi~tc ~ld~ ~ ~x "2". ~ C~ ~ ~l~dfor the e~'/~r ~o~ ~r ~er this fo~ ~ ~r~d ~ the ~surat~ ~i~ ~ its ~ce~ed ~ent. issued by a ~nigieate holder, the Imsiw~s musL provide ~at ¢~rti~eam hold~ wilh a new C~rfifmal~ of NYS DisabiEt~ B~n~flts Cov~ra~ Or autflo~z~ p0u~f bhat I1~ tn~siness is o~mplying with th~ mafldato~ o~verag~ req~s of Ibc h~w Ymk ~ Disability Benefits Law_ DISABILITY BENEFITS LAW §220. Subd. 8 (al The be~d ora state or municipal department, board, commission or office authorized or required by law to issue any pannit for or in connection with any work involving the employment of employe~s in employment as defined in this article, and not withstanding m'~y general or special statute requiting or authorizing the issue of such permits, shall not issue such permit unless proof of duty subscribed by an insurance carrier is produced ia a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability beret'tis to any such employee if so employed. (b) The head of a slate or municipal depa'tm¢ot, board, commission or office authorized or required by law to enter into any contract for or in correction with any work involving the emplo)nnem of employees in employment as defined in this article, and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits for all employees has been secured as provided by this article~ DB 120. I (5-06)Reverse COMcheck Software Version 3.7.0 Interio.r Lighting .a..nd Power Compliance Cerhflcate 2007 New York Energy Conservation Construction Code Section 1: ProJect Information Project Type: New Construction Project Title: Santorini Training Center Construction Site: 38 Duck Pond Rd. Cutchegue, NY 11935 Owner/Agent: Educational & Cultural Propercty Holdings 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365 Section 2: General Information DesignedContractor: Louis Giacalone Ehasz Giacalone Architects 431 Conkrin Street Farmingdale, NY 11735 Building Use Description by: Activity Type Activity Tvoels) Convention, Conference or Meeting Center Section 3: Requirements Checklist Floor Ar~_ ~! 15500 Interior Lighting: [] 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies 20150 20018 YES [] 2. Exit signs 5 Wafts or less per sign. Exterior Lighting: [] 3. Efficacy greater than 45 lumens/W. Exceptions: JUN 3 0 2010 BLDG DEPT. TOWN OF SOUTHOLB Specialized lighting highlighting features of histodc buildings; signage; safety or secudty lighting; Iow-voltage landscape lighting. Controls, Switching, and Wiring: [] 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. [] 5. Master switch at entry to hotel/motel guest room. El 6. Individual dwelling units separately metered. [] 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Exceptions: Only one lumJnaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use less than 0.6 Watts/sq.ft, [] 8. Automatic lightieg shutoff control in buildings larger than 5,000 sq.lt. Exceptions: Areas with only one luminaire, corridors, storercoms, restrooms, or public lobbies. Project Title: SantoHni Training Center Report date: 06/12/10 Data filename: C:\Documents and Settings~HP_AdministratoAMy Documents\10 MISC\santodnhTreining Center 06.11.10.cck Page 1 of 7 [] 9. Photocerl/astronomical time switch on exteriorlights. Exceptions: Lighting intended for 24 hour use. ~1 10.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts; Lumina[res on emergency circuits or with no available pair. [] 11.Transformers meet minimum efficiencies listed in Table 805.6.1 or 805.6.2. Section 4: Compliance Statement Requirements Checklist. Name - Title Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, speci§catJons and other calculations submitted with this permit application. The proposed Ii ~2,qJ~[~te~Ls~b~en des gned to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Ver~,~~[y~l~ the mandatory requirements in the Project 'rit~e: Santodni Tra[n[ng Center ................. Report date: 06/12/10 Data filename: C:\Documents and Setfings~HP_AdministratodMy Documents\10 MiSC\santedni\Training Center 06~11.10.cck Page 2 of 7 COMche. ck So.ftware Version 3.7.0 Interior L ghting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A B C D Area Category Floor Area Allowed Allowed Wafts (ft2) Watts I ft2 (B x C) Convention, Conference or Meeting Center 15500 1.3 20150 Total Allowed Watts = 20150 Section 2: Proposed Lighting Power Calculation A Fixture ID: Description I Lamp I Wattage Per Lamp / Ballast Convention. C,~.;~,=..~e Or Meeting Center (15500 sq.ft.) Linear Fluorescent 1: 48" T8 32W (Super T8) / Electronic incandescent 1: Incandescent 60W Ineandescent 2: Incandescent 20W Linear Fluorescent 2: 24' T8 17W / Electronic B C D E Lamps/ # of Fixture (C X D) Fixture Fixtures Waft. 2 255 64 16320 I 55 60 3300 8 1 160 160 2 7 34 238 Section 3: Compliance Calculation Total Proposed Watts = 20018 tt the Total Allowed Watts minus the Total Proposed Watts is greater than or equal to zero, the building complies. Total Allowed Watts = 20150 Total Proposed Watts = 20018 Project Compriance = 132 Project Title: Santorini Training Center .............. Report date: 06/12/10 Data fitename: C:\Documents and Settlngs~HP_Administrator~My Documental10 MiSC\santorini\Training Center 06.11.10.cck Page 3 of 7 ~l~COMcheck Software Version 3.7,0 Mechanical Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Santorini Training Center Construction Site: 38 Duck Pond Rd. Cutcho§ue, NY 11935 Owner/Agent: Educational & Cultural Properety Holdings 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365 Designer/Contractor: Louis Giacalone Ehasz Giacalone Architects 431 Conklin Street Farmingdale, NY 11735 Section 2: General Information Building Location (for weather data): Suffolk, New York Climate Zone: 11b Heating Degree Days (base 65 degrees F): 5750 Cooling Degree Days (base 65 degrees F): 715 Section 3: Mechanical Systems List Quantity ~y~tem TyDe & Description HVAC System 1: Cooling: Rooftop Package Unit, Capacity 89 kBtu/h, Efficiency: 12.2 Condenser / Single Zone 1 HVAC System 2: Cooling: Rooftop Package Unit, Capacity 147 kBtu/h, Efficiency: 11.50 EER, Air*Cooled Condenser / Single Zone HVAC System 3: Cooling: Split System, Capacity 12 kBtu/h, Efficiency: 14.00 SEER, Air-Cooled Condenser / Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1: [] 1. Equipment minimum efficiency: Rooftop Package Unit: 10.3 EER [] 2. Integrated air economizer required Requirements Specific To: HVAC System 2: [] 1. Equipmenl minimum efficiency: Rooftop Package Unit: 9.7 EER ~1 2. Integrated air economizer required Requirements Specific To: HVAC System 3: [] 1. Equipment minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: [] 1. Load calculations per ASHRAE Fundamentals [] 2. Plant equipment and system capacity no greater than needed to meet loads Exception: Standby equipment automatically off when primary system is operating Exception: Multiple units controlled to sequence operation as a function of load [] 3. Minimum one temperature control device per system [] 4. Minimum one humidity control device per installed humidification/dehumidification system [] 5. Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F (cool); 7-day clock, 2-hour occupant override, 10-hour backup Project Title: Santorini Training Center Report date: 06/12/10 Data filename: C:\Documents and Settings\HP_Administrator\My Documents\10 MiSC~santorini\Training Center 06.11.10.cck Page 4 of 7 Exception: Continuously operating zones Exception: 2 kW demand or less, submit calculations [] 6. Automatic shut-off dampers on exhaust systems and supply systems with aidlow >3,000 cfm [] 7. Outside-air source for ventilation; system capable of reducing OSA to required minimum f~ 8. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a buiiding assembly Exception: Ducts located within equipment Exception: Ducts with interior and extedor temperature difference not exceeding 15 degrees F. [~ 9. Ducts sealed - longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 181B tapes and mastics Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification [] 10. Mechanical fasteners and sealants used to connect ducts and air distribution equipment [] 11. Hot water pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. for pipes >1.5 in. Chilled water/refrigerant/brine pipe insulation: I in. for pipes <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipes <=1.5 in. and 3 in. for pipes >1.5 in. Exception: Piping within HVAC equipment. Exception: Fluid temperatures between 55 and 105 degrees F. Exception: Fluid not heated or cooled with renewable energy. Exception: Runouts <4 ft in length. r~ 12.Operation and maintenance manual provided to building owner [] 13. Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State [] 14.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statemenh The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The propo stems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements in c~Scomply with the mandatory requirements in the Requirements~~· Checklist. Project Title: Santorini Training Center Report date: 06/12/10 COMcheck Software Version 3.7.0 Mechanical Requirements Description 2007 New York Energy Conservation Construction Code The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1: 1. The specified heating and/or cooling equipment is covered by 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency: Rooftop Package Unit: 10.3 EER 2. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected project location. An integrated economizer allows simultaneous operation of outdoor-air and mechanical cooling. Requirements Specific To: HVAC System 2: 1. The specified heating and/or cooling equipment is covered by 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.7 EER 2. An integrated air economizer is required for individual cooling systems over 65 kBtu/h in the selected project location. An integrated economizer allows simultaneous operation of ouldoor-air and mechanical cooling. Requirements Specific To: HVAC System 3: 1. The specified heating and/or cooling equipment is covered by 2007 New York Energy Conservation Construction Code and must meet the following minimum efficiency: Split System: 10.0 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must bo automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single zone must have its own temperature control device, 4. Each humidification system must have its own humidity control device. 5. The syslem or zone control must bo a programmable thermostat or other automatic control meeting the following criteria: a) capable of setting back temperature to 55 degrees F dudng heating and setting up to 85 degrees F during cooling, b) capable of automatically setting back or shutting down systems during unoccupied hours using 7 different day schedules, c) have an accessible 2-hour occupant override, d) have a battery back-up capable of maintaining programmed settings for at least 10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception: A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 6. Outdoor-air supply systems with design ainlow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers that are automatically closed while the equipment is not operating. 7. The system must supply outside ventilation air as required by Chapter 4 of the Mechanical Code for New York State. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 8. Air ducts must be insulated to the following levels: a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements, and unheated garages, b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building, c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior, Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. Project Title: Santorini Training Center Report date: 06/12/10 Data fllename: C:\Documents and Settings\HP_Administrator'~My Documents\10 MISC\santorini\Training Center 06.11.10.cck Page 6 of 7 Page 1 of 1 ;rhyssenKrupp Elevator Americas Architect Direct Pro Products Services Modernization ITS Sustainabllity Architect Direct Pro Traffic Analysis DirectSpec & Drawings Product MASTERSPEC® Escalator Specifications AIA Continuing Ed View All Models Fleetwood 21 Conventional Speed 80 100 125 150 175 200 Clear Overhead 12'-0" 12'-0" 12'- 3" 12'-3" 12'- 3" 1Z-3" Max Rise 60'-0" 60'-0" 60' - 0" 60'-0" 60'-0" 60' - 0" Min Pit Depth 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" Front Front / Rear Door Type Single Speed (RH/LH) Standard Ca~ Height 7'- 11" 7'- 11" Clear Inside Width 5' - 8" 5' - 8" Clear Inside Depth 4' - 3" 4' - 3 1/2" Door Width 3' - 0" 3' - 0" Standard ODor Height 7" - 0" 7' - 0" Hoistway Width 7' - 4" 7' - 4" Hoistway Depth 5' - 9" 6' - 8 3/4" Travel limitations vary depending on model. Car Top Railing: If required per rule 2.14.1.7.1 of the ASME A17.1 safety code, clear ove~ead becomes 12'-5" up to 100 fpm or 12'-8" over 100 fpm. Safety beams are required by OSHA 1926.502, provided and installed by others as directed by TKE. Clear overhead dimensions shown are to the bottom of the beam; the beam may not encroach into these required cJear overhead dimensions. For multiple elevators, add 4" fo~ a divider beam between hoistways. ~TKE Specl~ Drawings I http://www.thyssenkruppelevator.com/HTML/ProductDim.asp?id=29&ej acktype=Convent... 5/28/2010 9. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. - Exception: Continuously welded and Iocking-[ype longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. 10. Mechanical fasteners and seals, mastics, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including mutiiple-zone terminal units. 11. All pipes serving space-conditioning systems must be insulated as follows: Hot water piping for heating systems: 1 in. for pipes <=1 1/2-in. nominal diameter, 2 in. for pipes >1 1/2-in. nominal diameter. Chilled water, refrigerant, and bdne piping systems: 1 in. insulation for pipes <=1 1/2-in. nominal diameter, 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Steam piping: 1 1/2 in. insulation for pipes <=1 1/2-in. nominal diameter, 3 in. insulation for pipes >1 1/2-in. nominal diameter. Exception: Pipe insulation is not required for factor-installed piping within HVAC equipment. Exception: Pipe insulation is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Exception: Pipe insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuets or electric power. Exception: Pipe insulation is not required for runout piping not exceeding 4 ft in length and I in. in diameter between the control valve and HVAC coil. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information: a) equipment capacity (input and output) and required maintenance actions b) equipment operation and maintenance manuals c) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, in programming comments d) complete narrative of how each system is intended to operate, 13. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have tis own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. All gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use, Exception: Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. Exception: Ventilation systems serving unconditioned spaces. Project Title: Santorini Training Center Report date: 06/12/10 Data filename: C:\Documents and Settings\HP_Administrator~My Documents\10 MISC\santorini\Training Center 06.11.10,cck Page 7 of 7 Security EST2 Multiplexed Fire Alarm System Overview The EST2 Fire Alarm System is modular in design allowing systems to be easily configured to match installation requirements With one Signature Data Circuit [SDC) EST2 is capable of supporting 96 detec- tors and 94 modules and has two built in Notification Appliance Circuits (NAC). The system supports the full line of Signature series detectors and modules. EST2's modular design means the system easily expands to two SDCs and four NACs by adding a single 2-LCX module increasing system capacity to 380 points/zones with four built in Notification Appliance Circuits. The EST2 provides an RS-232 port to facilitate computer, coder and printer interfacing and on RS-485 communication port for sup- porting remote annunciation. Annunciation of system events are displayed on a back lit LCD with enhanced diagnostic LEDs on the front panel. There is space to odd up to 48 additional points/zones of software controlled LED annunciation and switch control on the front panel. Both alpha-numeric LCD and annunciation LEDs are available for remote annunciation and control with the GE Security 2-LSRA and SAN series of annunciators. EST2 features Auto Programming through the front panel and Custom Programming via PC laptop interface. The Auto Program mode will identify all devices on the SDC and automatically assign addresses to each device, Then the auto programming feature au- tomatically links the proper response to the proper input, providing real time savings during installation. Standard Features SupporLs all GE Security Signature devices · Autoprogramming of Signature data circuits · Class B or A Signature data circuitls], 96 detectors and 94 mod- ules per circuit · Two integral Class A or 8 notification appliance circuits · Alarm, trouble, and supervisory contacts · Prioritized status queues for alarm, supervisory, trouble and monitor inputs · 576 event historylog Enhanced sensitivity reports · Optional expander Signature data circuit Designed and manufactured to Isa 9001standards EST2 Analog Control Panel P~LOd I}EPf. '[O,,,d ~t ,OLD 'liiiil Data Sheet 8S005-0097 Issue Not to be used for installation purposes. Page ~. of 6 Appllcabon Using the advanced SignotuFe family of detectoFs and modules pFo~ vides a wide range of installation and opeFation benefits Signature SeFies detectors (]nd modules use ElectFonic AddFessing - no dip switches or dials to set, speeding installation end pFogFomming, Multi-function and dual circuit modules Feduce wiFing costs, Multi- sensor technology eliminates detectoF application guess-woFk. Identification of dirty OF defective detectors is automatic with EST2, Maintenance scheduling is easy and effective, ensuFing that life safety protection is always maintained. In addition to Signatures inherent reduction of false alarms, EST2 allows the adjustment of detector sensitivity at different times of the day. Make detectors more sensitive at times when transient smoke is not likely to occur Inight time( and less sensitive at times when transient smoke is likely to occuc EST2 provides "Device Mapping", This allows a laptop computer to show how the Signature Data Circuits ore wired As-built drawings become very easy. The EST2 design provides application flexibility with installation op- tions that give site specific customization and programming options that help satisfy local as well os notional requirements. EST2 pro- vides a choice of power supplies with 4.5 amp aod 6,4 amp supplies available Installation flexibility is provided with a choice of surface or semi-flush mountin9 wallboxes EST2 provides optional modules that ensure system customization and flexibility In applications calling for coded signals, the optional CDR-3 module provides o choice of march time generator or Posi- rive Successive Non-lnterferin9 (PSNI) outputs, CDR-3 outputs ore selectable as a coded dry contact or supervised coded lO00Hz au- dio tone The march time output provides a continuous march-time beat at 20 or 120 beats per minute. The PSNI output provides up to four rounds of a unique output code for each of up to fifty input conditions. The unique output codes signal emergency response personnel to the location of an alarm. For connection to a Central Monitoring Station the EST2 uses an optional built-in dual line dialer (DACT). The dialer mounts right on the EST2 main board reducing installation and maintenance costs, Multiple communication formats ensure compatibility with most Central Monitoring stations, EST2 provides individual status queues annunciating Alarm, Super- visory, Trogble and Monitor operations. When a device operates the appropriate queue's status LED iights, Operator recognition of the active device type(s) is instantaneous. At the some time o programmed point or zone description displays on the beck lit LCD giving specific text information on the active device(s(. Review messages simply by selecting lace( silence, the queue from the front panel and scrolling. The latest events can be reviewed et any time via the enhanced History log. The new enhanced history log con- tains the complete event message with LIFO protocol (lost in first out) insuring the most current events ore always logged. EST2 has optional LED/Switch modules that mount right beside the LCD and common control front panel. Annunciation flexibility is fur- ther enhanced with o wide variety of remote annunciation includin9 remote LCD onnunciotors, remote LED annunciotors and/or graphic Front ponel diognostic LEDs provide eosily understood system sto- tus informotion. Stondard software includes the following impor- tant features: TIMERS: Programmable timers give flexibility to Signal Silence Inhibit, Reset Inhibit and Power foil trouble contact delay operation. In addition the Notification Appliance Circuits rote is selectable from steady, to Temporal, 120/20 or Temporal/20. DISABLE POINTS: Specific devices on the SDC may be disable through simple front panel controls providing protection from unwonted alarms in areas with high concentrations of contaminates typico(ly found when construction or renovation work is taking place. SENSITIVITY REPORTS: The sensitivity report provides detailed information on individual devices such os threshold level in % of obscurotion, amount of envi- ronmental compensation remaining, device address and personal- ity type. NO EVENT ACKNOWLEDGE REQUIRED! The operator may review events at any time from any of the event queues offer "Local Silence", When the operator has finished reviewing events, and octi- votes the Alarm Queue the first alarm will return to the LCD Data Sheet 8SOOS-OOg7 Issue S Not to be used for installation purposes. Page 2 of 6 Ins*tallation and Mounting AC Power MUST be run ONLY through · " (~) ALL KNOCKOUTS ~'~: ........... ~ ........... : (1.27 & 1,9 cm) Surface Mounting FRONT VIEW ~ Semi-Flush Mounting AC Power MUST be run ONLY through the knockout second from the LEFT on the top of the enclosure ~--~NT~o open door greate~han ALL KNOCKOUTS ~ FOR 3/g" CONOUIT FRONT VIEW I (1.9 cm) Do NOT install conduit in this oree IBottery location) 90 degrees, mount panel ~]2" [1.3cm) away from the finished wall Data Sheet 85005-00~7 Issue 6 Not to be used for installation purposes, Page 3 of 6 EOL RELAY IN J BOX HORN SUPE RVtS ION -- & CONTROL Typical Panel Wiring Class B Signature Data Circuit 3"~ FLOOR 2 Pr. STROBE SUPERVISION & CONTROL DAMPER 2 Pr. 2 Pr.' HORN SUPERVISION &CONTROL STROBE SUPERVISION & CONTROL FLOOR 24 VDC RISER CRITICAL PR OCESS MONITOR NOTIFICATION APPLIANCE CIRCUITS SIGNATURE DATA CIRCUIT Control Panel WATERFLOW SW ITCN SPRINKLER All wiring is one pair of appropriately sized conductors unless otherwise noted. mt'il Size conductors per application. Refer to Installation Manual for additional details. Data Sheet 8500s-0097 Issue 6 Not to be used for installation purposes. Page 4 of 6 Specifications Cotolc~_g Number Agency Listings UL, CSFM Line Power ~ 120VAC 300 Watts Max., S0/60Hz / 220-240VAC 300 Watts Max.. SO/60Hz Aux hory Output Power /-~ -- EOf)mA Max. N/A -- ir 50~-m~-i~-x. .... N/A NO iflcation Appliance Power J -- .,3,.~Amps , ~w?~.~,Amp ~p~ / 3.SAmps J Two 3.2 Amp taps L~ ~4vac nomJno~ ~ ~qvoc nominal j ~ .24~dcp~g~l ] ~ 24Vdc nominal Maximum Battery Size I 2 of ~gViOA - ~ Amp Hours tSee Note ~j Signature Data Circui One circuit supports 96 Detectors, 94 Nodules Maximum - 96 Isolator or Relay Bases {Expandable to ~o Circuits with 2-LCX) Terminal Wire Gauge . I N0tifica!i_on- Ci[cuits 18-12 AWG (0 75- 2 5 m~m_~)~_A]l__o_t_h?r~cir~c?i_~t_s_~_8.£ ~_~W~.(2:~S~ l=5_m~m. ~) Relative Humidity I .... 10-93% non condensing Temperature Rating i 0°-49°C 132° - 120°F) Wirio ..... ! Class-- -or-- lo- .............................. Communication Ports One RS-23Z, One RS-485 Standard Auxiliary Reloys j One Alarm Contoct- 24Vdc 1 Amp One Trouble Contact - 24Vdc t Amp One Supervisory Contact - 24Vdc 1 Amp Note 1 SuHoce mount EST2 Wall Boxes support up to two 12V17A boaeries. For larger batteries use BC-~ or BC-2 battery cabinets. Related Equipment Catalog Number Description Catalog Number Desription SIGA-IS Ionization Smoke Detector 2-SNK Smoke Power Converter Module SIGA-PS Photoelectric Smoke Detector 2-CTN City Tie Nodule SIGA-PHS 3D Nultisensor Detector 2-LSRA LCD annunciator SIGA IPHS 4D Nultisensor Detector 2-LSRA-C LCD annunciator w/common controls SIGA-HFS Fixed Temperature Heat Detector Z-SN1DN LCD annunciator SAN mounting SIGA-HRS R O R/Fi~x e-d-T-e~mz~[~-t~ ~ -~ ?-t.-D e~ ~t ? r ...... 2-SNDN-C LCD annunciator SAN mounting w/common SIGA-DHP Duct Detector Mounting Plate controls SIG_A-SD ~_upe~rD~uct Duct Detector LSRA:_2~_2 .... P_r!n~er/prog~m-n~i~gg ~)~t for LSRA Serie~ SIGA-DH Duct Smoke Detector Housing 2-SANCOM Common Controls for SAN annunciator SIGA-LED Remote Alarm LED SAN-CPU CPU for SAN annunciator ~IGA-C'F~ _ ~n~ie I~t ~'10d~Jl~ Envoy G ra phic 0~-n-u~[ators SIGA-CT2 Dual Input Nodule RSAN-PRT Rack mount 40 column printer SIGA-CC1 Single Input Signal N_odule RSAN-6 19 in rack mount unit accepts 6 SAN modules and SIGA-CCg Dual Input signal Nodule 1 SAN-CPU SIGA-CR Control Relay Nodule -- CDR3 Coder Nodule SIGA-NN 1 Honitor Module RPN Reverse Polarity Nodule SIGA-WTN Waterflow/Superwsory Nodule BC-1 Battery Cabinet- Space for two 12VZaA batteries, SIGA-278 Double Action Fire Alarm Station ......... ~4~A__m_p. F~o_u_r ____ SIGA-270 series Single and Two Stage Stations SIGA-UN Universal Nodule SIGA-RM1 Riser Monitor Module (Standard Mountl SIGA-MRM 1 Riser Monitor Module (Plug-in) Data Sheet 85005-0097 Issue 6 Not to be used for installation purposes. Page S of 6 Security uS 888-378 2329 866-503 3996 Canada 519 376 2430 Ordering Information Catalog Oescription Number Ship Wt. ............... lb J~k g~} Fire Alarm Control and Power Supplies 2-MCD Main Control and Display (odd "-CC" for City of Chicago( 1.5 (.7) E-LCX ..... Expander Signature Data Circuit with two Notification Appliance Circuits 1 (.~5) 2-DACT Two Line Dialer 2-PPS 4.5 Amp power supply 120 Vac 2-PPS/6A 6A Amp power supply 1Z0 Vac 2.5 IL1) 2-PPS/2_20 g 5 Am p power su_p_p_ly_ ~2~o_V. ac 2-PPS/6A-22OA 6.4Amp power supply 220 Panel Mounted Annunciator Modules 2-16R 16 Red LEOs 2-16Y 16 Yellow LEOs 2-16G 16 Green LEDs 2-8RY 8 Red and 8 Yellow LEDs 2-12R4Y 12 Red LEDs and 4 Yellow LEDs ?-~6_G8S .......... ~:_6_ ~Lee_n LEDs and 8 Two-position Switch_e.~ .................... 1 (.fl5) 2-16R8S L6 Red LEOs and 8 Two-position Switches 2-i6RYS 8 Alternating Red over Yellow LED pairs and 8 Two-position switches 2]~78S 16 Y_ellow LEDs and 8 Two-posi_tj? Switches 2-SGYS 8 Alternating Green over Yellow LED pairs and 8 Two-position switches 2-SRYS 8 Red LEDs, 8 Yellow LEDs and 8 Two-position Switches Wall Boxes 2-WB Semi-Flush Wa_Ii Bo_x- Gravy ~.n?_h 2-WBR Semi-Flush Wall Box - Red finish 2iwBs- su~i~e"W~ll B~x- Gray finish 8 (3.6) 2-WBSR Surface Wall Box - Red finish Wall Box Ooors 2-WBD Inner and outer door for 2-WB wall box 2 WBDR Inner and outer door for 2-WBR wall box ........................................ 8 {3,6) 2-WBDS Inner and outer door for 2-W8S wall box 2-WBDSR Inner and outer door for 2-WBSR wall box imagination at work Data Sheet 85005-0097 Issue 6 Not to be used for installation purposes. Page 6 of 6 Security Control & Annunciation Overview The GE Security remote Alpha-Numeric Display annunciators provide remote annunciation of system events and custom pro- grammed messages for EST2, IRC-3, FCC and LSS systems. Each annunciator contains a back lit Liquid Crystal Display for improved message visibility. The annunciators mount in standard North American two-gang or 4 inch square electrical boxes, European lOOmm square box or within lg inch RSAN rack mount or SAN type enclosures. The LSRA-SB surface mount box is available for surface mount applications, Common Control features are available to al- low maximum system flexibility Display: The heart of the GE Security Alpha-Numeric annunciator is the Liquid Crystal Display. The display is a large back-lit, four line by twenty character per line, super-twist Liquid Crystal Display. All an- nunciators incorporate power saving features which automatically turn offthe front panel back lighting. The lighting turns off after four minutes if there is no switch activity and no unacknowledged messages are waiting, The fire alarm systems battery capacity is maximized with this feature while providing clear visibility of system messages, Custom Messages, Message Seeking Intelligents: All four of the GE Security Alpha-Numeric annunciators are programmed with sys- tem event specific messages Custom messages are programmed ~nto each annunciator via a laptop PC. The messages display in response to specific system events. Standard Features Back-lit alpha-numeric display Four lines of 20 characters each Up to 352 messages stored per annunciator on EST2 Message seekingintelligence Software filters for messages on controls Buffers up to 1000 active system events per annunciator 31 annunciators on single line network Multiple alpha-numeric display annunciator networks Up to 7700 ft (2347 m) total network loop length Class B (Style 4} or Class A {Style 7) RS-485 wiring Printer port {optional with LSRA} Available with Common Controls Remote Alpha-Numeric Annunciators LSRA Series, SMDN Series Data Sheet 85006-0035 Issue Not to be used for instollation purposes. Page 1 of Application The LSRA and SMDN annunciators are designed for annunciation only applications. The LSRA-C and SMDN-C are designed for areas where annunciation and common control is required. For simplicity of wiring the LSRA(-C) and SMDN{-C) connect to the IRC-3 single line RS-485 network directly, extra data wiring is not needed. Up to 31 annunciators are supported on a IRC-3 network loop The IRC-3 regenerative mode operation is an integral part of the annunciator network. EST2 provides RS-485 terminals allowing up to 31 annunciators to be connected, With LSS4 up to four an- nunciators connect to the backbone R5-485 communication path. For maximum flexibility FCC systems communicate with GE Secu- rity Alpha-Numeric annunciators over one, or multiple annunciator networks The first LSRAI-C) or SMDNI-CI connects directly to the FCC head end. The connection can be made via a FCOM-485 Ia- coted in the PCPU or a FCOM-232 located in the DCPU. For a single network communication path the LSRA(-C) and SMDN(-C} annuncia- tors shore a common RS-485 communication path with system network modules. Annunciators and system modules connect via a FCOM-Z~85 located in the PCPU. Multiple annunciator networks are easily configured using one or multiple FCOM-232 modules located ~n the DCPU. The annunciators can be connected in Class A configu- ration by connecting the first annunciator to the FCC DCPU FCOM- 232 port card. The last annunciator connects to a second FCOM- 232 port card on the some FCC DCPU. All annunciators between the first and last will be connected on their own RS-485 communication path. Up to 32 annunciators wire on o single network path. With single or multiple annunciator networks system layout flexibility is unmatched All FCC regenerative mode operation is maintained. The RS-48S will allow the annunciator network to achieve distances up to 7700 feet (2348m) using #18 AWG (1.00 mmz) twisted-pair wire. Each annunciator receives power from a nominal 24 Vdc riser. Operation Models There ore four models of Alpha-Numeric onnuncietors. All include Normal, Alarm, Supervisory, and Trouble LEDs. There ore two push- button switches labeled BACK and NEXT/ACK, The BACK and NEXT/ ACK switches acknowledge system event messages end ellow the user to scroll through the event buffer. LSRA Series: The LSRA series of annunciators mount in standard North American two-gong or 4 inch square electrical boxes, Euro- peen lO0mm square box enclosures. The annunciators come with four feature LEOs INormal, Alarm, Supervisory, and Trouble) and two push-button Switches (BACK and NEXT/ACK). LSRA-C: The LSRA-C annunciator supports common control func- tions in addition to the four feature LEDs and the BACK, NEXT/ACK push buttons found on the LSRA, RESET, ALARM SILENCE, TROUBLE SILENCE, and DRILL/ALL CALL push button switches provide com- mon contro~ functions, LSRA-C annunciators allow individual pro- gromming of front panel switch operation. The controls ore enabled by entering o password via the onnunootors front switches or by activating on optional remote enable/disable key switch. The LSRA- C annunciator mounts in o standard North American two-gang or 4 inch square electrical box or European 100mm square box. SMDN: The SMDN annunciator has the some functions os the LSRA but mounts in any GE Security SAN cabinet or 19 inch RSAN-6 rock mount. The SMDN annunciator requires two SAN module mounting spaces. SMDN-C: The SMDN-C annunciator has functions similar to the LSRA-C but has an on board enable/disable key switch and mounts in any GE Security SAN cabinet or :].9 inch RSAN-6 rack mount. The SMDN annunicator requires two SAN module mounting spaces. Each LSS4 system annunciator will support up to 52 custom roes- sages. If o custom message does not exist for an event, the annum ciotor will display the current system event and zone information. Each IRC-3 or EST2 system annunciator will support up to 352 custom messages. If a custom message does not exist for an event, the annunciator will display the current system event and zone information. Each FCC system annunciator will support up to 746 custom mes- sages. If a custom message does not exist for a system event the annunciator uses its "Message Seeking Intelligence" to locate a message. The annunciator will seek messages at the FCC, DCPU for the event which has occurred. In this way the most descriptive information is always displayed on each annunciator. If no custom message is found, the system event and zone information displays. JUN 01 01:12:56 MO00 No Message Waiting JUN 01 01:20:32 MO02 FIRE ALARM Custom Message Entered thru the PC Typical Alarm Message Line 1 = Dote, Time, # of unacknowledged messages Line 2 = Alarm Type Line 3 and 4 = Custom message on two lines Event Buffer: Each annunciator has o buffer that will hold active system events, The buffer is reviewed by pressing the NEXT/ACK and BACK push-button switches. The amount of buffer storage is determined by the system hosting the annunciator. The LSS4/52 annunciator will buffer 52 event messages, the EST2, IRC-3 and FCC PCPU RS-485 single line system annunciator will buffer 352 event messages and the FCC DCPU RS-232 system annunciator will buffer 1000 event messages. Software Filters: Software filters odd flexibility to GE Security LSRAI- CI, SMONI-CI annunciators. To ovoid having unwanted messages displayed at on annunciator specific message routing capabilities ore incorporated into the GE Security LSRA(-CI and SMDN(-C). An- nunciators may be defined to receive alarm messages, or supervi- sory messages or trouble messages only with other panel changes being filtered out. Combinations of messages may be programmed such os Alarm and Trouble messages displayed with all Supervi- sory messages filtered out. This allows annunciators to be custom configured for specific operations, Only the information which is required at o specific location will be annunciated. Auto Acknowledge: Auto Acknowledge is o software selectable feature that will automatically configure a specific annunciator to display active points only. As o system active point restores, the point message is removed from the annunciator display, Point restorations do not display on annunciators with Auto Acknowledge enabled. The internal buzzer and printer port become disabled on annunciators with the Auto Acknowledge feature enabled. Data Sheet 85006-0035 Issue 2.1 Not to be used for installation purposes. Page 2 of 6 Internal Buzzer Silence: The LSRA/SHDN series annunciator's Internal Buzzer Si(once feature provides an option that disables the internal buzzer The silent operation is of particular use in areas sensitive to noise, ENABLE/DISABLE: The common control function switches of the SMDN-C and LSRA-C are configurable to operate with the annunci- otors ENABLE/DISABLE mode of operation. By entering a password into the LSRA-C or through an ENABLE/DISABLE key switch any combination of common control functions are programmable. As on exompJe: The ENABLE/DISABLE function can be programmed to have the DRILL/ALL CALL switch function (active} in the DISABLED mode. Ail other common control switches wouJd operate only in the ENABLED mode. Customizing of an annunciator for a specific operation is easily achieved with a laptop programmer. Printer Port: When not used for network connection the optional Printer/Programmer Port for LSRA (-C) and the integral RS-252 port on SHDN{-C) supports a serial printer (PT-1S). The printer will provide a hard copy of the events which display on the annunciator it is connected to. Approvals and Listings ULC, UL, CSFM Front Panel Switches and LED Functions Indicator/Switch Available On Function Normal LED 1, 2.3, 4 Illuminates steady when system has no faults or off-normal conditions. Alarm LED 1.2, 3, A Illuminates when an alarm condition exists on the system. ' Illuminates when a supervisory condition is received which is in its dot(] base. A common supervisory (no message Supervisory LED 1, 2, 3, 4 in displayl turns on the supervisory LED, but does not need silencing. Illuminates when a trouble condition is received which is in its data base. A common trouble Ina message in Trouble LED 1, 2, 3.4 display( turns on the trouble LED, but does not need silencing. Alarm Silence LEO 2, a illuminates when the system wide alarm silence function is initiated. Trouble Silenced LED 2. ~ Illuminates when the local trouble silence switch has been activated on LSRA-C or SMDN-C. Drill/All Coil LED 2, 4 Illuminates when the system wide drill/general evacuation function has been initiated. Acknowledges the receipt of new messages at the LSRA{-C)/SM DN(-C) and automatically advances the next NexdAcknowledge 1. 2, 3, a unacknowledged message. When there ore no unacknowledged messages, the switch allows the event messages of active points to be viewed. When there are no unacknowledged messages the back switch allows the user to move in re~-rs~throug~t~- Bock 1, 2, 3, a event messages. Enable/Disable Either the ENABLE or DISABLE mode may be configured to enable or disable any combination of the front panel Key-Switch 2, 4 RESET~ ALARM SILENCE, TROUBLE SILENCE and DRILL/ALLCALL switches. Initiate the Enable or Disable mode of operation through a password entered into the Annunciator. Either the Enable/Disable 2 ENABLE or DISABLE mode may be configured to enable or disable any combination of RESET, ALARH SILENCE, Mode TROUBLE SILENCE AND ORILL/ALLCALL Reset 2, 4 Directs the CM i(N), EST2, or PCPU master controller on the system to issue a system wide reset. Alarm Silence 2, 4 Directs the CM lIN}, EST2, or PCPU master controller on the system to issue o system wide alarm silence. Trouble Silence 2, 4 Silences the LSRA-C/SMDN-C trouble buzzer after oil messages hove been acknowledged. Drill/Al Call 2, 4 Directs the CMl (N), EST2, or PCPU master controller on the system to issue system wide drill command. The LSRA-C/SMDN-C internal buzzer will sound when an alarm, trouble or unacknowledged message(s) exists on Audible Indicators 1, 2, 3, 4 the system The LSRA/SMDN internal buzzer will sound for unacknowledged messages only. Pressing Trouble silence and Alarm Silence switches simultaneously starts o 15 second LED test sequence on the Lamp Test 2, 4 LSRA-C/SMDN-C. 1 = LSRA Series 2 = LSRA-C Series 3 = SMDN Series 4 = SMDN-C Series LED indicator Functions Indicator USA Canada Europe Normal LED Steady ..... Stea_dy Steady Alarm LED Steady Flashing until acknowledged Steady Trouble LEB Steady Flashing until acknowledged Steady Supervisory LED Steady Flashing until acknowledged Steady Buzzer UnAck Messages Pulses Pulses Pulses Steady till silenced then 1/2 Trouble Steady Steady second pulse as a silenced reminder every 14 seconds when silenced. Data 5beet 85006-0055 Issue 2.1 Not to be used for installation purposes. Page 3 of 6 'TypicOl Wiring IRC-$ RS-485 DATA LINE FCC RS-485 DATA LINE RS-232 RS-232 COMMUNICATIONS COMMUNICATIONS 50' (15.2 M) MAX. 50' (152 M) MAX, FROM DCPU FROM DCPU 24Vdc 24Vdc 24Vdc 24Vdc 24Vdc EST2 LSS4 LSS4-AFP'~I Supply (2 wires) 4500' (1372 M) MAX. #18 AWG TWISTED PAIR Data Sheet 85006-0035 Issue 2,1 Not to be used for installation purposes. Page/4 of 6 Engineering Specifications Remote alpha-numeric annunciators shall be located through- out the facility as indicated on the plans. Each annunciator shall contain a supervised, back-lit, liquid crystal display with a minimum of four lines with twenty characters per line. Where required the an- nunciator shall contain a key-switch enabled reset, alarm silence, trouble silence and drill/all call switches. It must be possible through programming to determine which common control functions are active with the key-switch in the enable or disable position. it must be possible to have up to 31 of any type of LSRA (-C) and SMDNFC) annunciators on o single annunciator network, It must provide regenerative functions in the event of communication failure. Each annunciator must be capable of supporting custom messages os well as system event annunciation. It must be possible to filter unwanted annunciation of trouble, alarm or supervisory functions The annunciator must incorporate a power saving feature, The front panel back lighting must turn off after a minimum of four minutes if there is no switch activity and no unacknowledged messages waiting. Where required it must be possible to connect a printer directly to the annunciator through a dedicated RS-23Z port. The printer to facilitate generation of hard copy records of system activity. The annunciators shall be mounted in stand-alone enclosures or integrated into the network panels as indicated on the plans. The annunciator must be able to automatically seek specific mes- sages from other parts of the network if no message resides in its data base. Technical Specifications 2-LSRA-C SMDN I SMD.-C I. 2-SMON'C CataJog~Nurnber ] [SRA L 2-1:~R~A J LSRA-C I .......... ] 2-SMON , 5-5/8 in H x 8-3/8 in W x 1-5/16 in D (14.29cm x Dimensions (H, W, D) ~ 2),.27cm x 3.33cm) 2 SAN Module Spaces , Standard North American 2-gang or 4 in square Mounting j electrical boxes, European ),OOmm square box Two SAN Nodule Slots in SAN-4, SAN-8 or RSAN-6 or LSRA-SB surface mount box Operating Voltage Range 24 Vdc Nominal Operating Current 80 mA Fir st An nun_ciato~r_C?_m m~u nic(~Lior]s For mat ! ESTg, LSS4, IRC-3, FCC from Poling CPU -- RS-485 FCC from Display CPU - RS-232 In~er-Ann?~dator Communications Format j R_S-~85~S_tyl~e & ICiness BI or Stymie_7 (CI]ss_A]~ Inter-Annunciator Communications Baud Rates , 2400, 4800, 9600. ).9200 BPS Printer Port Format RS 232 with optional LSRA-232 j RS-232 Style 4 (Class B) Printer Baud Rates 2400, 4800, 9600 MaximUm Wire Length Rs-g32 RS-4_BS i-- ' 50 ft (15m) 7700 ft 12348r~) Jn--~AWG (l'00mmg) c°pp~r~4-~-00 ft (1372m) with LS'~Z~ Maximum Annunciators per Circuit 32 Maximum Custom Messages per Display , FCC i 746 messages + Intelligent message search IRC-3, EST2 I 3S2 messages 88 messages/panel address LSS4 ~ 52 messages Finish I Textured Gray ~ Textured Black A~b~en~ Operating Em; ror~rn~'~'{ ~ ...... Te ~p~-~ t~r ~ ] ~; ~'t~';~-9~C~ela t ive Humidity- 9~ Data Sheet 8S006-00S5 Issue 2.1 Not to be used for instollation purposes. Page S of 6 Securit T 888 378-2329 F 866-503 3996 Canada T 519 376 2430 F 519 376 7258 T 852 2907 8108 F 852 2142 5063 13227251120 Ordering Information Ship Weight Catalog Description Number lb (kg} LSRA Remote Display, semi-flush mounting 4 (1.8( Remote Display, semi-flush mounting, with common control 4 (1.8) LSRA-C switches and enable/disable functions 2-LSRA Some os LSRA but for EST2 applications 4 11.81 2-LSRA-C~ Same as LSR~_-C but f~o[.E.~T2 opplicati_o~n_s SHDN Remote Di~p!ay. SAN m_o_unting Remote Display. SAN mounting, with common control switches 2 (0.9) SP1DN C and enable/disable key-switch 2-SHON Some os SMDN but for EST2 applications 2 (0.9) 2-SMDN-C Some as SMDN-C but for EST2 applications 2 (0.9) Related Parts SAN-4 Recessed cabinet, provides tour single SAN module spaces, one 10 (4.5) SAN CPU space SAN-8 Recessed cabinet, provides eight single SAN module spaces, two 14 (6.4) .... SAN-CPU spa~? RSAN-6 19 inch rock mount unit, provides si8 single SAN module spoces, 1 (OAS) one SAN~ :~_P~. space 8P-A SAN cabinet filler plate 1 (0.45) LSRA-SB Surface mount enclosure - Dimensions [HWD) 2,25 (1.0) 5.75" x 8.~5" x~ _2.0~" 114.6 cmx 21.6 cm x 5.1 cml LSS4-AFP LSS4/52 Annunciator Fault Protector 1 (0.45) LSRA-232 Printer/programming port for LSRA series 1 (0.45) LSRA-RK Remote Enable/Disable keyswitch mounts in single-gang North 1 (0/,51 American electrical box imagination at work Data Sheet 85006-0035 Issue 2.1 Not to be used for installation purposes. Page 6 of 6 Security Intelligent Input/Output Overview SIGA-CC1/MCCl Single Input Signal Modules and SIGA-CC2/MCC2 Dual Input Signal Modules are part of GE Security's Signature Series system. They are intelligent analog addressable devices used for connecting, upon command from the loop controller, supervised Class B signal or telephone circuits to their respective power inputs. The power inputs may be polarized 24 Vdc to operate audible and visible signal appliances or 25 and 70 VRMS to operate audio evacuation speakers and firefighter's telephones The actual operation of the SIGA-CCl/MCC1 and SIGA-CC2/MCC2 is determined by the "personality code" selected by the installer. It is downloaded to the module from the Signature loop controller dur- ing system configuration The SIGA-CC1 and SIGA-CC2 mount to standard North American two-gong electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connec- tions ore made to each module. The SIGA-MCC! and SIGA-MCC2 ore part of the UIO family of plug-in Signature Series modules. They function identically to the SIGA-CC1 and SIGA-CC2, but take advantage of the modular flexibility and easy installation that characterize all UIO modules. Two- and six-module UIO motherboords ore available. These con accommodate individual risers for each omboard module, or risers that are shared by any combination of its UIO modules. All wiring connections are made to terminal blocks on the motherboard. UIO assemblies may be mounted in GE Security enclosures. Standard Features Single and Dual input (riserl select Use for connecting supervised 2/~ Vdc Audible/Visible signal circuits, or 25 and 70 VRMS Audio Evacuation and Telephone circuits to their power inputs. Ring-tone generator When configured for telephone circuits, the SIGA-CC1 generates its own ring-tone signal eliminating the need for a separate ring- tone circuit. Plug-in (UIOI or standard 2-gang mount UIO versions allow quick installation where multiple modules are required. The 2-gang mount version is ideal for remote locations that require a single module. Automatic device mapping Signature modules transmit information to the loop controller regarding their circuit locations with respect to other Signature devices on the wire loop. Electronic addressing Programmable addresses are downloaded from the loop con- troller, o PC, or the SIGA-PRO Signature Program/Service Tool; there ore no switches or dials to set. Intelligent device with microprocessor All decisions are mode at the module to allow lower communica- tion speed with substantially improved control panel response time and less sensitivity to line noise and loop winng properties; twisted or shielded wire is not required. · Ground fault detection by address Detects ground faults right down to the device level. Signal Modules SIGA-CC1, SIGA-MCC1, SIGA-CC2 & SIGA-MCC2 aCA-MCCx MEA Dete Sheet 85001-0237 Issue 9 Not to be used for instollotion purposes. Poge 1 of 6 'lnstall'ation The SIGA-CC:]. and SIGA-CC2: mount to North American 2-1/2 inch (64 mm} deep two-gang boxes and 1-~_/2 inch 138 mm) deep 4-inch square boxes with two-gang cavers and SIGA-MP maunting plates The terminals ore suited for #12 to #18 AWG {2.5 mm~ to 0.75 mm2] wire srze. SlGA4,4CC~. (]nd SIGA-MCC2: mount the UIO motherboard inside o suitable GE Security enclosure with screws and washers provided. Plug the SIGA-MCC:]. or SIGA-MCC2 into any available position on the motherboard and secure the module to the motherboard with the captive screws. Wiring connections ore mode to the terminals on the motherboard (see wiring diagram). UIO motherboard termi- nals ore suited for #12 to #18 AWG (2.S mm~ to 0.75 mm2) wire size. GE Security recammends that this module be installed according to latest recognized edition of national and local fire otorm codes. Electronic Addressing - The loop controller electronically addresses each module saving valuable time during system commissianing. Setting complicated switches or dials is not required. Each madule has its own unique serial number stored in its on-board memory. The loop controller identifies each device on the loop and assigns o "soft" address to each serial number. If desired, the modules con be addressed using the SIGA-PRO Signature Program/Service Tool Personality Codes 5 and 6 apply to the SIGA-CC1/MCC1 only and ore assigned by the installer. Code 7 applies to the SIGA-CC2/ MCC2 only. It is factory assigned; no user configuration is required Application The operation of the 51GA-CC1/MCC1 and SIGA-CC2/MCC2 is determined by their sub-type code or "Personality Code". The code is selected by the installer depending upon the desired application and is down-loaded from the loop controller. Codes 5 and 6 apply to the SIGA-CC1/IviCC]. only. Code 7 is assigned to the SIGA-CC2/MCC2 only and automatically applies to both circuits (A and B). Personality Code S: SIGNAL POWER or AUDIO EVACUATION (SINGLE RISER). Valid for the SIGA-CC1/MCC1 only. Configures the module for use as o Class B Audible/Visible Signal power 124 Vdc polarizedl or Audio Evacuation {25 or 70 VRMS} power selecton The ring-tone generator is disabled. The output circuit is monitored for open or shor~ed wiring. If a short exists, the control panel inhibits the activation of the audible/visible sig nal circuit to prevent cannot- tion to the power circuit. Personality Code 6: TELEPHONE w/RING-TONE (SINGLE RISER), Valid for the SIGA-CC1/MCC~. only. Configures the module for use os o Telephone power selector. When a telephone handset is plugged into its jack or lifted from its hook, the module generates its own Ring-Tone signof. A separate ring-tone circuit is not needed, The madule sends this signal to the central panel to indicate that an aff-hook condition is present. When the system operator respands to the call, the ring-tone signal is disabled, Personality Code 7: SIGNAL POWER or AUDIO EVACUATION (DUAL RISER). Valid for the SIGA-CC2/MCC2 onIy. Configures the module for use os a two circuit Class B Audible/Visible Signal power (24 Vdc polarized) or Audio Evacuation (25 or 70 VRMS) power selector, The single output circuit is monitored for open or shorted wiring. If a short exists, the control panel inhibits the activation of the audible/ visible signal circuit to prevent connection to the power circuit. Warnings & Cautions This module will not operate without electrical power. As fires fre- quently cause power interruption, we suggest you discuss further safeguards with your fire protection specialist. Compatibility The Signature Series modules are compatible only with GE Securi- ty's Signature Loop Controllen Testing & Maintenance The module's automatic self-diagnosis identifies when it is defective and causes a trouble message. The user-friendly maintenance pro- gram shows the current state of each module and other pertinent messages. Single modules may be turned off Ide-activotedl tempo- rarily, from the control panel. Scheduled maintenance {Regular or Selected) for proper system operation should be planned to meet the requirements of the Au- thority Having Jurisdiction {AH J). Refer to current NFPA 72 end ULC CAN/ULC 536 standards. Date Sheet 8500[-0237 Issue 9 Not to be used for installation purposes, Page 2 of 6 TyPicel Wiring (SlGA-CC2/MCC2) Modules will accept #18 AWG (0.75mm2), #16 (1.0mmPI, #14 AWG (1.50mm2) and #12 AWG (2.5mmz) wire sizes. Note: Sizes #16 AWG (1.0mm2) and #18 AWG (0.75mm~) are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications Personality Code 7 Bi-polarTtansienlprolectot (PIN 235196P) Personality Code 7 TB4 TB2 A SIGA-CC2 Notes Z~ For maximum wire resistance and maximum wire distances, refer to IOMC Manual (P/N 270144). Z~ Maximum #12 AWG (2.5mm2) wire. Min.#18 (0.75mm2). Z~ Refer to Signature Loop Controller Installation Sheet for wiring specifications. Z~ These modules will NOT support two-wire smoke detectors. /~ All wiring power limited and supervised. If the input source is non-power limited, then maintain spacing of 1/4 inch or use FPL, FPLP, FPLR or equivalent in accordance with NEC. z~ The SIGA-UIO6 does not come with TBS through TB13. /~ Supervised and power-limited. /~ Supervised and power-limited when connected to a power- limited source. If the source is noapower-limited, maintain a space of 1/4 inch from power-limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the Na- tional Electrical Code. Z~ The input for this riser is common to all modules. Personality Typical Speaker Circuit Personallt~ 3¥plcal Notification Appliance Circuit Bircher Transient protector . (P/N 235196P) UL/ULC Listed 47K~EOL SIGA-MCC2 Maximum Output Load 24Vdc 2SV 70V Signals Audio Audio 2A SOW 35W Data Sheet 85001-0257 Issue 9 Not to be used for installation purposes. Page 3 of 6 'Typic ]l Wiring (SIGA-CC1/IvtCC1) Modules will accept #18 AWG (0,75mm2), #16 (1.0mmV), #14 AWG (1.50mm~) and #12 (2.5mm2) wire sizes. Note: Sizes #16 AWG (1.0mm2) and #18 AWG {0.75mm~) are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications Personality Typical Speaker Circuit Personality Typical Telephone Circuit Code 6 ~~ UUULC Listed 47K~ EeL Personality Typical Notification Appliance Circuit Code 5 [~~~ UIJULC Listed 47K~ EeL Style Y Instil the Bi-Polar Transient Protector (PIN 2351§6P) here. (Alarm/Active) ~ a 3~2 ~ (Normal) DATA OUT (+) TO Next Device DATA OUT (-) } SIGA-CCl Haximum Output Load 2~Vdc 25V 70V Signals Audio Audio 2A S0W 35W Personality Typical Speaker Circuit Personality TypicalTelephone Circuit Personality Typical Notification Appliance Circuit Code 5 ~~ UL/ULC Listed A/~A A__,d~ Install the Bi-Polar Transient Protector (PiN 235196P) h .... Notes Z~ For maximum wire resistance and maximum wire dis- tances, refer to IOMC Manual (P/N 270144). /¢2X Maximum #12 AWG (2,5mm2) wire. Min. #18 (0.75mm2). ~ 234 $1GA-MCC1 /~'k Refer to Signature Loop Controller Installation Sheet I //~~~SOA4JK)lRlser{esmetherbosrd for wiring specifications. Oata[e'{' ~ -/~ //~ I // ~ /1 ~' 4~-~'-- Riser 1Out ~ Thesem°duleswillNOTsupp°rttw°-wiresm°kedeteC'signature-q L~r~44~:~// ~'~(( H i~ tors. Data 3 TBI¢ ac. \Y;r 'l \\L-AAA /~ All wiring power limited and supervised. I, the input II v '-i~,/~ I mi \\ source is non-power limited, then maintain spacingOeteO"t+ TI I// \\h= \1 of 1/4 inch or use FPL, FPLP, FPLR or equivalent in ac- - Z/ I Ib~, I~1 I IBi~ cordancewith NEC. /../[ //1%21 //Bi Green LED Nom~ai T 15 /~X The SIGA-UlO6 does not come with TB8 through mB13. Red LED IActive)-.-~-// I // ~,~'~// TBlS ~l ~ / Sl~A-UlORsedesmelherbo~rd Z~ Supervised and power-limited. A/~ 2 3 4 ~ Individual Riser 1 connection. Install /8'~/8~ __ __ the jumpem belween · I, -- modules thai use Ihe same riser 1/4 inch from power-limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the National $1GA-MCCl Electrical Code. Z~ The input for this riser is common to all modules. Data Sheet 85001-0257 Issue 9 Not to be used for installation purposes, Page 4 of 6 Sicjnature Series Overview The Signature Series intelligent onolog-oddressoble system from GE Security is an entire family of multi-sensor detectors and mounting bases, multiple-function input and output modules, network and non-network control panels, and user-friendly maintenance and service tools. Analog information from equipment connected to Signature devices is gathered and converted into digital signals. An onboard microprocessor in each Signature device measures and analyzes the signal and decides whether or not to input on alarm. The microprocessor in each Signature device provides four addi- tional benefits - Sell-diagnostics and History Log, Automatic Device Mopping, Stand-alone Operation and Fast, Stable Communication. Self-diagnostics and History Log - Each Signature Series device constantly runs self-checks to provide important maintenance information, The results of the self-check ore automatically updated and permanently stored in its non-volatile memory, This informa- tion is accessible for review any time at the control panel, PC, or using the SIGA-PRO Signature Program/Service Tool. The informa- tion stored in device memory includes: · Device serial number, address, and type · Date of manufacture, hours of operation, and last maintenance dote2 · Number of recorded alarms and troubles2 · Time and date of last alarm~ · Most recent trouble code logged by the detector - 32 possible trouble codes may be used to diagnose faults. Automatic Device Mapping -The Signature Data Controller ISDC) learns where each device's serial number address is installed relative to other devices on the circuit. The SDC keeps o mop of all Signature Series devices connected to it. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "os-built" drawing information showing branch wiring (T-tapsl, device types and their address are stored on disk for printing hard copy. This takes the mystery out of the instal- lation. The preparation of as-built drawings is fast and efficient Device mapping allows the Signature Data Controller to discover: · Unexpected additional device addresses · Hissing device addresses · Changes to the wiring in the circuit. Most Signature modules use a personality code selected by the installer to determine their actual function. Personality codes ore downloaded from the SDC during system configuration and are indicated during device mapping. ~EST3 VZ only, ZRetrievoble with SIGA-PRO progromming tool. Doto Sheet 85001-0237 Issue Not to be used for instullotion purposes. Poge S of 6 Security T 888-378 2329 F 866 503-3996 Canada T 519 376 2430 F 519 376 7258 T852 2907 8108 T 61 3 9259 4700 F 61 3 9Z59 4799 T32 2725 1120 F 32 2 721 86 13 1 305 593 4301 F 305 593 4300 © 2006 Generol Electric Company el GE Security Specifications Catalog Number Description Type Code Address Require- Wiring Termino- Single Input (Riser) Signal Module 50 (factory set) Two sub-types (personality codes) ore available Uses one module address SIGA-CC2 I SIGA-MCC2 Dual Input (Riser) Signal Module 51 (factory set) One sub-type Ipersonolity code) is available (factory set) Uses two module addresses Suitable for #12 to #18 AWG (2.5 mm~ to 0.75mm~) tJoos North Amedcon 2V~ inch (64 mm) deep two-gang boxes and 1¼ nch (38 mm deep Mounting 4 inch square boxes w th 2- gang covers and SIGA-MP mount ing p(otes Operating Current Plugs into UIO2R, UIO6R or UIO6 Motherboords North American (64 mm) deep two-gc~ng boxes and 1~ inch (38 mm) deep 4 inch square boxes with 2- gong covers and SIGA-MP mount- I lng plates Plugs into UIO2R, UIO6R or UIO6 Motherboords Standby = 223pA Activated = 100pA Operating Voltage 15.2 to 19.95 Vdc 119 Vdc nominal) Output Rating 24 Vdc = 2 amps 25 V Audio = 50 watts 70 V Audio = 35 watts Construction H ig hJ_m~p~._ct~E n g i n e e ri~n g Polymer Storage & Operat- ' .... (~perating Temperature: 32°F to 120°F (0°C to Ag°C) ing Environment Storage Temperature: -LCF to ZAO"F [-20"C to 60~C) Humidity: 0 to 93% RH / On-board Green LED - Flashes when polled On-board Red LED - Fleshes when in LED Operation j elerm/octive ~tibility - -/' ~ with: S~ Ordering Information Ship Wt. Catalog Description Number lbs (kg) SIG~]~C~.--' Sin~i'~ ir~put Signal i~odule (Standard'aunt)~ U-L-/~[~ Listed 0.S (0.23) SIGA-MCC1 Single Input Signal Module (UIO Mount) - UL/ULC Listed 0.18 (0.08) SIGA-CC2 Dual input Signal Module (Standard Mount) - UL/ULC Listed 0.5 (0,23) SIGA-M__C~ Dual Input ~i(~2ol Module (_U]? Mount)~-.LIJ~(U_L.~ Lj_sted ._ 0,1~8_(?z08~) Related Equipment 27193-~! Surface M~unt Box - Re_d:_2_-g~ong ...... 2 (1.2) 2719~?~_26 Surface Mount Box - Wh!te~, 2-gang SIGA-UIO2R Universal Input-Output Module Boardw/Riser Inputs- Two Module Pos{tions SIGA-UIO6R Universal input-Output Module Board w/Riser Inputs - Six Module Positions 0,62 (0,28) SIGA-UIO6 Universal Input-Output Module Board - Six Module Positions 0,56 (025) 235196P Bi-po/or Transient Protector 0.01 (005) Accessories MFC]~ i'4 ui{if u nctio~ ~r~-~a bineS-- ~-e~';~u pport s Si~n~t~F~-~c~CJi~4ou ~-s ...... ~.0 (3.1i - SIGA-MP1 Signature Module Mounting Plate, 1 footprint 1.5 (0.70) SIGA-MP2 Signature Module Mounting Plate, 1/2 footprint 0.51023) SIGA-MP2L Signature Module Mounting Plate, 1/2 extended footprint 1.02 (0.46) imagination at work Data Sheet 85001-0237 Issue 9 Not to be used for installation purposes, Page 6 of 6 Security Power Supplies Overview The Booster Power Supply IBPS} is o UL 864, 9th Edition listed power supply It is o 2a Vdc flltered-regul(]ted, (]nd supervised unit that con easily be configured to provide (]ddition(]l notification opplience circuits (NACs) or ou×ili(]ry power for M(]ss Notification/Emergency Communication (NNEC), (Is well os life sefety, security, and access contra] applications. The BPS conteins the circuitry to monitor and charge internal or external batteries. Its steel enclosure has room for up to two 10 ampere-hour batteries. For access control-only epplicotions, the BPS con support betteries totaling up to 65 ampere-hours in on e×temol enclosure. The BPS has four Class B [convertible to two Class A) NACs. These con be activated in one or two groups from the BPS's unique dual input circuits. The BPS is Ovoileble in 6.5 or :].0 ampere models. Eech output circuit has o cop(]city of three amperes; totc~l current draw cannot exceed the unit's feting. The BPS meets current UL requirements and is listed under the fol- lowing standards: Standard Features · Allows for reliable filtered and regulated power to be installed where needed · Cost effective system expansion · Provides for Genesis and Enhenced Integrity notification eppli- (]nce synchronization · Supports coded output operation Self-restoring overcurrent protection Multiple signal rotes Con be c(]sc(]ded or controlled independently E(]sy field configuration On-board di(]gnostic LEDs identify wiring or internal faults St(]ndord GE Security keyed Iock(]ble steel cabinet with remov- able door · 1~.0 (]nd 230 V(]c models (]voil(]ble Accommod(]tes 18 to ~.2 AWG wire sizes · Optionoltomper switch Dual battery charging rotes Remote Booster Power Supplies BPS6A, BPSZOA Data Sheet 85005-0125 Issue 3 Not to be used for installation purposes. Page ~. ora .Application The BPS provides additional power and circuits for notification ap- pliances and other 24 Vdc loads. It is listed for indoor dry locations and can easily be installed where needed. Fault conditions ore indicated on the on-board diagnostic LEDs, opening the BPS input sense circuit and the trouble relay (if pro- grammed}. While this provides indication to the host system, the BPS can still be activated upon command. A separate AC Fail contact is available on the BPS circuit board, which can be pro- grammed for trouble or AC Fail. There are seven on-board diag- nostic LEDs: one for each NAC fault, one for battery fault, one for 9round fault, and one for AC power. The unique duel-input activation circuits of the BPS can be acti- vated by any voltage from 6 to 45 VDC )filtered-regulatedl or 11 to 33 Vdc (full-wave rectified, unfiltered). The first input circuit can be configured to activate 1-4 of the four possible outputs The second input circuit can be configured to control circuits 3 and 4. When outputs are configured for auxiliary operation, these circuits can be configured to stay on or automatically deactivate 30 seconds after AC power is lost This feature makes these circuits ideal for door holder applications. The BPS also has o separate 200 mA 24 Vdc output that can be used to power internal activation modules. BPS NACs can be configured for e 3-3-3 temporal or continuous output. California temporal rate outputs are also available on certain models This makes the BPS ideal for applications requirin9 signaling rates that are not available from the main system. In addition to the internally generated signal rates, the BPS can also be configured to follow the coded signal rote of the main system NACs. This allows for the seamless expansion of existing NACs. The BPS enclosure has mounting brackets for up to three Signature modules to the right of the circuit board. Engineering Specification Supply, where needed, GE Security BPS Series Booster Power Sup- plies (BPS) that are interconnected to and supervised by the main system. The BPS shall function as a stand+alone auxiliary power supply with its own fully-supervised battery compliment. The BPS battery compliment shall be sized to match the requirements of the main system. The BPS shall be capable of supervising and charging batteries having the capacity of 24 ampere-hours for Hass Notifica- tion/Emergency Communication (MNEC), life safety and security op- plications, and the capacity of 65 ampere-hours for access control applications. The BPS shall provide a minimum of four independent, fully super- vised Class B circuits that can be field configurable for notification opplience circuits or auxiliary 24 Vdt power circuits, 8PS NACs shall be convertible to a minimum of two Class A NACs. Each BPS output circuit shall be rated at 3 amperes at 24 Vdc. Each output circuit shall be provided with automatically restoring overcurrent protec- tiaa. The BPS shall be operable from the main system NAC and/or GE Security Signature Series control modules. 8PS NACs shall be configurable for continuous, 3-3-3 temporal or optionally, California rate, Fault conditions on the BPS shall not impede operation of main system NAC. The BPS shall be provided with ground fault detection circuitry and a separate AC foil relay, Dimensions D~. D2 17.0 in 3.5 in 143,2 cm) 18.9 cml O 0 Top View D3 ~4 D4 1,8 Front View 0 C) All knockouts for 3/4 in conduit (1.9 cm) :~' D3 D/t D5 06 13.0 in 6.5 in 3.375 in 12.0 in (33.0 cm) [16,5 cml (8.6 cm) (30.4 cml Wire routing Route AC supply through these knockouts only (Nonpower-limited and supervised) Power-limited wiring area .L u,F u III Battery wiring (nonpower- limited and supervised) Battery Battery Notes 1 Hointoin 1/z~-inch {6 mm] spocing between power-limited end nonpower-limited wiring or use type FPL, FPLR, or FPLP coble per NEC. [2] Power limited ond supervised when not configured os ouxiliory power, Non-super- vised when configured os ouxiliory power [3] Source must be power-limited. Source determines supervision. When using Iorger botteries, make sure to position the bottery termino~s towords the door Ooto Sheet 85005o0125 Issue Not to be used for i nstollotion purposes. Poge 2 of Typical Wiring Single or castcaded booster anywhere on a notification appliance circuit Existing NAC end-of-line resistors are not required to be installed at the booster's terminals. This allows multiple boosters to be driven from a single NAC circuit without the need for special configurations. NAC Circuit NAC Circuit Fire Alarm Control Panel Booster Powe~ Supply TO next signaling device, booster, or EOL resistor ) NAC output #1 ) NAC output #2 ) NAC output #3 ) NAC output #4 Configuring the Booster for AC Power Foil delay operation* lvlultiple CCi(S) modules using the BPS's sense inputs Tee NACl/+ AUXt - NAC2/ + AUX2 - NAC3/ + AUX3 - NAC4/ + AUX4 200 mAAUX Continuous Sense 1 CaM OUT Sense 2 cam OUT NO Trouble CaM NC ¥e2o Notification appliance circuit (NAC) UL listed EOL 15 kO Notification appliance circuit (NAC) UL listed EOL 15 kQ > EOL 47 kQ Data in from previous device or Signature controller Data in from previous * -- Data out to device or Signature: next device Security and occess BPS 24 V 24DC12 Il) Disable the BPS's ground foult jumper IJP31 NACI/ AUXl NAC2/ AUX2 NAC3/ AUX3 NAC4/ AUX4 200 mAAUX Continuous Sense 1 CaM OUT Sense 2 CaM OUT NO Trouble CaM NC TO2. *The Booster supports AC Power fail delay of three hours via its trouble contact when dip switch 5W2-6 is on. All other troubles ore reported to supervising module or panel without delay via Sense inputs, 12V Security Security ~ monitoring device device I I device Notification appliance cimuit (NAC) UL listed · EOL 15 KW Notification appliance circuit (NAC) : UL listed · EOL 15 KW --EOL 47 K Control panel [3] BPS [1] Card reader Card reader I Card reader] i I I °;tr°"erI + - devioe or end Data Sheet 85005-0125 Issue Not to be used for installation purposes. Page $ of Security US T 888-378-2329 F 866-503-3996 Canada T 519 376 2430 F 519 376 7258 Asia T852 2907 8108 F 852 2142 5063 Specifications Model AC Line Voltage 6.5 omp Booster 120VAC OF220-240VAC 50/60Hz 390 watts 10 omp Booster 120VAC or 220-240VAC 50/60Hz 580wo~s Notification Appliance 3.0A max. per circuit @ 24Vdt 3.0A max. per circuit @ 2RVdc Circuit Ratings nominal 6.SA max total oil NACs nominal 10A max total oil NACs Trouble Relay 2 Amps @ 30Vdc Auxiliary Outputs Four configuroble outputs replace NACs 1, 2, 3 or 4. as auxiliary outputs and 200 mA dedicated auxiliary. (See note 2.} input Current 3mA @ 12Vdc, 6mA @ 24Vdc [fro? (~? ~_xist[ng N.A~! Booster Internal 70mA Supervisory Current Signatu[~N_ounting SRo_c_e- _A_cc_omodotes tl]r_e_e two~-gon~g _mod~ules, Maximum Battery Size 10 Amp Hours (2 of 12V10A) in cabinet up to 24 Amp hours with ex- ternal battery cabinet for fire and security applications; up to 65 Amp hours for access control applications in external battery box. Terminal Wire Gauge 18-12 AWG Relative Humidity .............. _0 to 93% r~on condensi~ng_ @ 32°C _ Temperature Rating 32* to 120% {0' to 49~C] NAC Wiring Styles Class A or Class B Output Signal Rates Continuous, California rote, 3-3-3 temporal. ....... _or_fo_llo~w_instolled panel's N~AC. See note 1. Ground Fault Detection Enable or Disable via jumper Agency Listings UL, ULC, CSFM I Model BPS*CAA provides selection for California rote, in place of temporet 2. Maximum of 8 Amps can be used for auxiliary output. Ordering Information Catalog Description Shipping Wt. Number lb (kg) BPS6A 65 Amp Booster Power Supply 13 (5.9) BRS~A~ ~.s ~rnp B~-st~rr Pow~i~LCF ...... 131 s.gl BPSfiA/230 6.5 Amp Booster Power Supply (220V) 13 (5.9) BPS6CAA 6.5 Amp Booster Power Supply with California rote 13 ) 5.9) BPS10A 10 Amp Booster Power Supply 13 [ 5.9) BPS10AC 10 Amp Booster Power Supply (ULC) 13 ( s.gl BPS10A/230 10 Amp Booster Power Supply (220v) 13 sg) ~PS:10~A {0-Amp-B(~r Power Supply with ~iforni-o-~t~ .............. ~'3 (5.9) Related Equipment 12V6~ ~]2 AmD ~l~-u~ Bo~tery~'~')~'equired ....... ~]-4~1.6) 12V10A 10 Amp Hour Battery, t~vo required 95 (4.3) 3-TAMP Tamper switch BC-1 Battery Cabinet (up to 2 - 40 Amp Hour Batteries) 58 (26.41 8C~2 Battery Cabinet (up to 2 - 17 Amp Hour Batteries) 19 (8.6) 12V17A 18 Amp Hour Battery, two required (see note 1) 13 { 5.9) 12V24A 24 Amp Hour Battery, two required (see note 1( _ 20_(~:0_7) . ]:2_VRO_A 40AmpH-o~Bai~eiy:tw~-i]ire~(~-~'~ot~ 1,~ - -- 32(14.5) 12V50A 50 Amp Hour Battery, two required (see notes 1, 2) 40 [18.14) 12V65A 65 Amp Hour Battery, two required (see notes 1, 2) 49 (22.2) 1. Requires instorlotion of separate battery cabinet 2. BPS supports batteries greater th~n 24 Amp hours for access control applications only. imagination at work Data Sheet 8S005-0125 Issue Not to be used for installation purposes, Page 4 of Security Intelligent Initiating Devices Overview The Signature Series Plodel SIGA-PS Intelligent Photoelectric Smoke Detector gathers analog information from its smoke sensing ele- ment and converts it into digital signals. The detector's on-board microprocessor measures and analyzes these signals. It compares the information to historical readings and time patterns to make on alarm decision Digital filters remove signal patterns that ore not typical of fires. Unwunted alarms ore virtuc]lly eliminated. The microprocessor in each detector provides four additional benefits - Self-diagnostics and History Log, Automatic Device Napping, Stand-alone Operation and Fast, Stable Communication. Self-diagnostics and History Log - Each Signature Series detec- tor constantly runs self-checks to provide important maintenance information. The results of the self-check ore automatically updated and permanently stored in the detector's non-volatile memory Automatic Device Napping - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. The mopping feature provides supervision of each device's installed location to prevent o detector from being rein- stalled Iofter cleaning etc. I in o different location from where it was originally. Stand-alone Oper(~tion - A decentralized alarm decision by the detector is guaranteed. On-board intelligence permits the detector to operate in stand-alone mode. If loop controller CPU communica- tions foil for more then four seconds, oil devices on that circuit go into stand-alone mode. The circuit acts like o conventional alarm receiving circuit, Fast Stable Communication - On-board intelligence means less information needs to be sent between the detector and the loop controller. Other than regular supervisory polling response, the detector only needs to communicate with the loop controller when it has something new to report. Standard Features Integral microprocessor Non-volatile memory Automatic mopping device Electronic addressing Environmental compensation Intelligent detector Wide 0.67% to 3.77%/ft. sensitivity range Twenty pre-alarm sensitivity values, set in 5% increments Identification of dirty or defective detectors Automatic day/night sensitivity adjustment Twin RED/GREEN status LEDs Standard, relay, fault isolator, and audible mounting bases Designed and manufactured to Isa 9001 standards Intelligent Photoelectric Smoke Detector SIGA-PS Data Sheet 85002-0269 Issue Not to be used for installation purposes, Page 1 of 'installation Signature Series detectors mount to North American 1-gang boxes. 3-1/2 inch or 4 inch octagon boxes, and to 4 inch square electrical boxes 1-1/2 inches {38 mm) deep. They mount to European BESA and 1-gang boxes with 60.3 mm fixing centers ./[ ] 0.§' (20 mm) 4,4' ( I 12 mm) Testing & Haintenance Each detector automatically identifies when it is dirty or defective and causes o "dirty detector" message. The detector's sensitiv- ity measurement can also be transmitted to the loop controller. A sensitivity report con be printed to satisfy NFPA sensitivity measure- ments which must be conducted at the end of the first year and every two years thereaften The user-friendly maintenance program shows the current state of each detector and other pertinent messages. Single detectors may be turned off temporarily from the control panel. Availability of maintenance features is dependent on the fire alarm system used. Scheduled maintenance (Regular or Selected) for proper detector operation should be planned to meet the requirements of the Au- thority Having Jurisdiction (AH J). Refer to current NFPA 72 and ULC CAN/ULC 536 standards. Compatibility The SiGA-PS detectors are compatible only with the Signature Loop Controller. Warnings & Cautions This detector will not operate without electrical power. As fires fre- quently cause power interruption, we suggest you discuss further safeguards with your fire protection specialist. This detector will NOT sense fires that star[ in areas where smoke cannot reach the detector. Smoke from fires in walls, roofs, or on the opposite side of closed doors may not reach the detector to alarm it. Accessories All detector mounting bases have wiring terminals that are occes* sible from the "room-side" after mounting the base to the electrical box. The bases mount to North American 1-gang boxes and to inch or 4 inch octagon boxes, iV) inches (38 mm) deep. They also mount to European BESA and 1-gang boxes with 60.3 mm fixing centers. The SIGA-SBfl, SiGA-RBfl, and SIGA-IB/4 mount to North American/4 inch sq. electrical boxes in addition to the above boxes. They include the SIGA-TS4 Trim Skirt which is used to cover the "mounting ears" on the base. The SIGA-AB/4G mounts to a 4" sqare box only. Standard Base SIGA-SB, SIGA-SB4 - This is the basic mounting base for GE Security Signature Series detectors. The SIGA-LED Remote LED is supported by the Standard Bose. Relay Base SIGA-RB, SIGA-RB4 - This base includes o relay. Nor- mally open or closed operation is selected during installation. The dry contact is rated for 1 amp (pilot duty) @ 30 Vdc. The relay's position ~s supervised to avoid accidentally jarring it out of position. The SIGA- RB can be operated as a control relay if programmed to do so at the control panel (EST3 V. 2 only). The relay bose does not support the S~GA-LED Remote LED. Audible Bose SIGA-AB4G - This base is designed for use where localized or group alarm signaling is required. When the detector senses an alarm condition, the audible bose emits o local alarm signal. The optional SIGA-CRR Polarity Reversal Relay con be used for sounding to other audible bases on the same 2/4 Vdc circuit. Relay and Audible Bases operate as follows: - at system power-up or reset, the relay is de-energized - when a detector is installed in the base with the power on, the relay energizes for four seconds, then de-energizes - when a detector is removed from a bose with the power on, the relay is de-energized - when the detector enters the alarm state, the relay is energized. Isolator Base SIGA-IB, SIGA-IB/4 - This base includes a built-in line fault isolator for use on Class A circuits. A detector must be installed for it to operate. The isolator bose does not support the SIGA-LED Remote LED. The isolator operates os follows: - a shor~ on the line causes all isolators to open within 23 msec - at l0 msec intervals, beginning on one side of the Class A circuit nearest the loop controller, the isolators close to provide the next isolator down the line with power - when the isolator next to the short closes, reopens within 10 msec. The process repeats beginning on the other side of the loop con- troller. Remote LED SIGA-LED - The remote LED connects to the SIGA-SB or SIGA-SB4 Standard Bose only. It features a North American size 1-gang plastic foceplate with a white finish and red alarm LED SIGA-TS4 Trim Skirt - Supplied with 4 inch bases, it can also be ordered separately to use with the other bases to help hide surface imperfections not covered by the smaller bases. Data Sheet 8500]~-026g Issue 6 Not to be used for installation purposes. Page 2 of 4 Ap }lication Although photoelectric detectors have o wide range of fire sensing capabilities they ore best suited for detecting slow, smoldering fires The table below shows six standard test fires used to rate the sensitivity of smoke and heat detectors. The table indicates that no single sensing element is suited for oil test fires. GE Security recommends that this detector be installed according to latest recognized edition of national and local fire alarm codes. SIGA-HRS and SIGA- HFS Rate-of-Rise/ SIGA-PHS SIGAqPHS Test Fire SIGA-IS Ion SIGA-PS Photo Fixed Temp. Photo Heat SD Ion/Photo/Heat 4D Open Wood optimum unsuitable optimum very suitable optimum Wood Pyrolysis suitable optimum unsuitable optimum optimum Smouldering C~ott~on v_ery sui_t~bl_e ............ ~p_fi~rn?? unsuitable op~ti?..u_ .m_ p DJ y~U? t_ h~o ?_e F. 9 ?_m- ...... ¥_e..r y_~_u i _t o_b.l_e_ ...... ¥.e.~,_s.~ i~a__b I~e _ suitable .... very suitable n~Hep~ta~e ........ optimum ve~ ~.i!? ble very suitable optimum Liquid Fire without Smoke unsuitable unsuitable optimum very suitable optimum optimum optimum very suitable Typical Wiring The detector mounting bases accept #18 AWG 10.75mmV), #16 (1.0mm2), #14 AWG (1.Smm~), and #12 AWG (2.Smm~) wire sizes. Note: Sizes #16 AWG (1.0mm~) and #18 AWG (0.75mmz) are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Standard Detector Base, SIGA-SB, SIGA-SBfl Relay Detector Base, SIGA-RB, SIGA-RB4 DATA IN (-) DATA OUT (-) DATA IN (+) DATA OUT (+) From Signature Controller To Nexl Device Term Description 1 Not Used 2 DATA IN/OUT 3 Not Used 4 DATA IN 5 Remote LEDI 6 Remote LED [+) 7 Not Used 8 DATA OUT I ) DATA IN (+) From 81gne~i~r e Controller or Previous Device )ATA OUT (-) DATA OUT (+) To Next Device Normally Open 2 OATA IN/OUT R DATA IN 6 Normoll?-Closed OATA OUT Isolator Detector Base, SIGA-IB, SIGA-IB4 Audible Detector Bose, SIGA-AB4G DAIA IN (+) From Signature ControIle( or Previous Device DATA OUT (-) DATA OUT (+) To Next Device Term Description 1 Not Used ~ DATA IN/OUT 3 DATA IN [ ) 4 NOt Used 5 Not Used 6 DATA OUT(-I 7 Not Used Cut for Iow volume 24 Vdc In From power supply or + )__ 24 Vdt out TO next base or EOL relay Data out Data Sheet 85001-026g Issue Not to be used for installation purposes. Page 3 of US T 888-378-2329 F 866 503-3996 Con~]do T 519 376 2~430 F 519 376 7258 Specifications Sensing Element Photoelectric - Light Scattering Principle Storage & Operating Air Velocity Range: 0 to 5,000 ft/min (0 to 25.39 m/s); Humidity: 0 to 93% Environment RH, Non-Condensing Operating Temp: S2*F to 120°F (0°C to 49°C); Stor- age Temp: -aOF to 140°F (-20*Cto 600C) Sensitivity Range ULI/ULC - 0.6?% to 3.77% obscuration/foot User Selected Alarm Host Sensitive: 1.0%/ft.; More Sensitive: 2.0%/ft.; Normal; 2.5%/ft.; Less Sensi~ivit~.~t!jngs Sensitive: 3.0%/ft.~]_e~s_t S_e_nsi~t?_e~_3: 5%~/~z- ...... Pre-alarm Sensitivity 5% increments, o~lowing up to 20 pre-alarm settings OPerating Voltage 15.2 to 1~9.95~Vd~c]1_9_ Vd~c.?o__mj_nol~__ __ Operating Current Ouiescent: 4tSpA @ 19 V; Alarm; 4SpA @ 19 V Emergency Stand-alone Alarm Mode: 1.8mA Pulse Current: 100 pA I100 msec); During Communi- cation: 9 mA max. Construction & Finish High Impact Engineering Polymer - White Compatible Mounting SIGA-SB Standard Base, SIGA-RB Relay Base, SIGA-IB Iso(ator Base, SIGA- Bases AB4, SIGA-ABaG Audible Bases LED Operation On-board Green LED - Flashes when polled; On-board Red LED - Flashes when in alarm Both LEDs - Glow steady when in alarm (stond-olonel Compatible Remote Red LED Imodel SIGA-LED) Flashes when in o~arm .Corn p~ib_ij!ty ........ L~? e_~/!~_h~. ~LG_N A_T. _U.R_E L00 p_Cont~rol_t.e.[ Address Requirements Uses one Device Address Agency Listings UL, ULC, MEA, CSFM UL Listed Spacing 30 ft Ordering Informotion Catalog Description Ship Wt. Number lbs (kgl SIGA-PS Intelligent Photoelectric Detector - UL/ULC Listed 0.5 L23) Accessories SIGA-SB Detector Mounting Base - Standard SIGA-SB4 4-inch Detector Mounting Base c/w SIGA-TSA Trim Skirt SIGA-RB Detector Mounting Base w/Relay SIGA-RB4 A-inch Detector Mounting Base w/Relay, c/w SIGA-TS4 Trim Skirt 0.2 (09) SIGA-IB Detector Mounting Base w/Fault Isolator SIGA-IB4 a-inch Detector Mounting Bose w/Fault Isolator, c/w SIGA-TS4 Trim Skirt SIGA-LED Remote Alarm LED SIGA-AB4G Audible(Sounder) Base .3{0.15} SIGA-TSA Trim Skirt (supplied with 4-inch bases) .1 (.04) imagination at work Data Sheet 85001-0269 Issue Not to be used for installation purposes. Page z~ of Security Intelligent Initieting Devices Overview The SIGA-270 and SIGA-278 series Hanual Pull Stations are part of GE Security's Signature Series system. The SIGA-270 Fire Alarm Manual Pull Stations feature our very familiar teardrop shape. They are made fram die-cast zinc and finished with red epoxy pow- der-coat paint complemented by aluminum colored stripes and markings, With positive pull-lever operation, one pull on the station handle breaks the glass rod and turns in a positive alarm, ensuring protection plus fool-proof operation. Presignal models (SIGA-270P) are equipped with a general alarm (GAl keyswitch for applications where two stage operation is required. The up-front highly visible glass rod discourages tampering, but is not required for proper operation. GE Security's double action single stage SlGA~278 station is a contemporary style manual station made from durable red colored lexan To initiate an alarm, first lift the upper door marked "LIFT THEN PULL HANDLE", then pull the alarm handle. Standard Features Note: Some features described here may not be supported by oil control systems. · Traditional familiar appearance SIGA-270 models feature our familiar teardrop design with simple positive pull action and sturdy die-cost metal body. · One stage IGA), two stage (pre-signal), and double action models SIGA-270 models ore available for one or two stage alarm sys- tems. The single stage double action SIGA-278 features a rugged Lexon housing with keyed reset mechanism. Break glass operation An up-front visible glass rod on the SIGA-270 discourages tam- pering. Intelligent device with integral microprocessor All decisions are mode at the station allowing lower communico- tion speed while substantially improving control panel response time. Less sensitive to line noise and loop wiring properties; twisted or shielded wire is not required. ADA Compliant Heets ADA requirements for manual pull stations. Electronic Addressing with Non-volatile memory Permanently stores programmable address, serial number, type of device, and job numbe~ Automatically updates historic information including hours of operation, lost maintenance date, number of alarms and troubles, and time and date of lost alarm. Automatic device mapping Each station transmits wiring information to the loop controller regarding its location with respect to other devices on the circuit. Stand-alone operation The station inputs an alarm even if the loop controller's polling interrogation stops. Diagnostic LEDs Status LEDs; flashing GREEN shows normal polling; flashing RED shows alarm state. Designed for high ambient temperature operation Install in ambient temperatures up to 120 °F (49 °C). Manual Pull Stations SIGA-270, SIGA-270P, SIGA-278 MEA Data Sheet 85001-0279 Issue 8 Not to be used for installation purposes, Page ! of 4 'Application The operating characteristics of the fire alarm stations are deter- mined by their sub-type code or "Personality Code". NORHALLY- OPEN ALARF1 - LATCHING (Pesonolity Code ]_) is assigned by the factory; no user configuration is required. The device is configured for Class B IDC operation. An ALARF,'I signal is sent to the loop con- troller when the station's pull lever is operated. The alarm condition is latched at the station. Compatibility Signature Series manual stations ore compatible only with GE Secu- rity's Signature Loop Controller. Typical Wiring The fire alarm station's terminal block accepts #].8 AWG (0,75mm2l to #]_2 AWG (2.Sramz) wire sizes. See Signature Loop Controller cato- log sheet for detailed wiring requirement specifications. Wiring Notes ~ Refer to Signature Loop Controller manual for maximum wire distance. 2. All wiring is power limited and supervised. REAR VIEW of 278 Warnings & Cautions This device will not operate without electrical power As fires fre- quently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. Testing & Maintenance To test (or reset) the station simply open the station and operate the exposed switch. The SIGA-270 series are opened with o tool; the SIGA 278 requires the key which is supplied with that station. The station's automatic self-diagnosis identifies when it is defec- tive and causes a trouble message. The user-friendly maintenance program shows the current state of each Signature series device and other pertinent messages. Single devices may be deactivated temporarily, from the control panel. Availability of maintenance features is dependent on the fire alarm system used. Scheduled maintenance (Regular or Selected) for proper system operation should be planned to meet the requirements of the Au- thority Having Jurisdiction (AH J]. Refer to current NFPA 72 and ULC CAN/ULC 536 standards, Figure 4. Single Stage Systems REAR VIEW of 270P, 270PB Red LED DATAIN (-) A Figure 5. Two Stage Systems Data Sheet 85001-0279 Issue 8 Not to be used for installation purposes, Page 2 of 4 In§tallation Single-stage Signature Series fire alarm manual pull stations mount to North American 2¼ inch (6z~ mm( deep :].-gang boxes. Two stage presJgnal (270P) models require 11/2 inch (38 mm) deep 4-inch square boxes with :].-gang, ¼-inch raised covers. Openings must be angulan Rounded openings are not acceptable. Recommended box: Steel City Model 52-O13; in Canada, use Iberville Hodel Cl-52-C-fl9-1/2 All models include terminals are suited for #:].2 to #:]_8 AWG (2.5 mm~ to 0.75 mm~) wire size. GE Security recommends that these fire alarm stations be installed according to latest recognized edition of national and local fire alarm codes. Electronic Addressing: The loop controller electronically addresses each manual station, saving valuable time during system commission- ing Setting complicated switches or dials is not required. Each stadon has (ts own unique serial number stored in its on-board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the stations can be addressed using the SIGA-PRO Signature Program/Service Tool. Compatible Eleotriaal Box Key-Latch ,' OPEN Figure :L SIGA-278 installation Compatible Electflcal Box Figure 2. SIGA-270, SIGC-270F, SIGC-270B installation G)ossRod Figure 3. SIGA-Z70P, SIGC-270PB installation Data Sheet 85001-0279 Issue 8 Not to be used for installation purposes. Page S of 4 Security F 866 503-~996 Canada F 519 57S 7258 wuw g esecurity,com/est Specificotions Catalog Number SIGC-270B Single Action Description - One Stage Addressing Requirements Operating Current Construction & Finish Type Code Operating Voltage Storage and Operating Environment LED Operation Compatibility ~gency Listings . . SIGA-270, SlGC-2?0F, SIGA-2?OP, SIGC-2?OPB Single Action -Two Stage (Presignol) Uses 1 Module Uses 2 Module Address Addresses Standby = 250pA Standby: 396pA Activated = 400pA Activated = 680pA SIGA-278 Double Action - One Stage Uses 1 Module Address Standby = 250pA Activated = 400pA Diecast Zinc - Red Epoxy Lexan - Red with with aluminum markings white markings Factory Set 15.2 to 19,95 Vdc (19 Vdc nominal) Operating Temperature: 32°F to 120°F (O°C to 49°C) Storage Temperature: -4°F to 140°F {-200C to 600C) Humidity: 0 to 93% RH On-board Green LED - Flashes when polled On-board Red LED - Flashes w hen in alarm Both LEDs - Glow steady when in alarm (stand-alone) Use With: Signature Loop Controller UL, ULC (note 1), MEA, CSFM Ordering Information Catalog Ship Wt, Number Description lbs (kg) SIGA-270 One Stage Fire Alarm Station, English Markings - UL/ULC Listed SIGC-270F One Stage Fire Alarm Station, French Markings - ULC Listed SIGC-270B One Stage Fire Alarm Station, French/English Markings - ULC Listed SiGA-270P Two Stage (Presignal) Fire Alarm Station, English Markings - UL/ULC Listed 1 (0.5) SIGC-270PB Two Stage (Presignol) Fire Alarm Station, French/English Markings - ULC Listed Double Action )One Stage) Fire Alarm Station. English Markings SIGA-278 - UL/ULC Listed Accessories 32997 GA Key w/Tag - for pre-signal station (CANADA ONLY) 276-K2 GA Key - for pre-signal station [USA ONLY) 27_6-~. ..... Sta_tion Reset Key, Supplied with aU Key Reset Stations ...... O.1 [.05) 27165 12 Glass Rods - for SIGA-270 series (CANADA ONLY) ~7~)]GLR 20 Glass Rods - for SIG~70 series (US~ ONLY) ' - 276-GLR 20 Glass Rods - for SIGA-278 series 276B-RSB Surface Mount Box, Red - for SIGA pull stations 1 (0.6( imagination at work Data Sheet 85001-0279 Issue Not to be used for installation purposes. Page ~ of Security Intelligent Initiating Devices Overview Signature Series Model SIGA-HFS and SIGA-HRS Intelligent Heat Detectors gather analog information from their fixed temperature and/or rate-of-rise heat sensing elements and converts it into dig- ital signals. The detector's on-board microprocessor measures and analyzes these signals. It compares the information to historical readings and time patterns to make an alarm decision. Digital fil- ters remove signal patterns that are not typical of fires. Unwanted alarms are virtually eliminated. The microprocessor in each detector provides four additional ben- efits - Self-diagnostics and History Log, Automatic Device Happing, Stand-alone Operation end Fast, Stable Communication. Standard Features Note: Some features described here may not be supported by all control systems. Check your control panel's Installation and Opera- tion Guide for details. · 70foot(Z:1.3 meter) spacing · 15° F (9* C)/min rate-of-rise/135° F (57° C) ft. and 135° F (57 ° C} fixed temperature type Intelligent detector c/w integral microprocessor Non-volatile memory Automatic device mopping Electronic addressing Identification of defective detectors Twin RED/GREEN status LEDs Standard, relay, fault isolator, and audible mounting bases Designed and manufactured to Isa 900:]- standards Intelligent Heat Detectors SIGA-HFS & SIGA-HRS Dote Sheet 85001-024:~ Issue 6 Not to be used for instolletion purposes. Pege 1 of 6 · Signature Series Overview Self-diagnostics and History Log - Each Signature Series detec- tor constantly runs self-checks to provide important maintenance information. The results of the self-check ore automatically updated and permanently stored in the detector's non-volatile memory. This information is accessible for review any time at the control panel, PC, or by using the SIGA-PRO Signature Program/Service Tool. In the unlikely event that an unwonted alarm does take place, the control panel's history file can be called up to help isolate the prob- lem and prevent it from happening again Automatic Device Happing - The loop controller learns where each device's serial number address is installed relative to other devices on the circuit. This mapping feature provides supervision of each device's installed location to prevent o detector from being reinstalled (offer cleaning etc.)in a different location from where it was originally. The history log for the detector remains relevant and intact regardless of its new location. The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined. Layout or "as-built" drawing information showing wire branches iT-tops), device types end their address are stored on disk for printing hard copy. This takes the mystery out of the installation. The preparation of as-built drawings is fast and efficient. Stand-alone Operation - A decentralized alarm decision by the detector is guaranteed. On-board intelligence permits the detector to operate in stand-alone mode. If loop controller CPU communica- tions fail for more than four seconds, all devices on that circuit go into stand-alone mode. The circuit acts like a conventional alarm rece~wng circuit. Each detector on the circuit continues to collect and analyze information from its surroundings. Both the SIGA-HRS and SIGA-HFS detectors alarm if the ambient temperature increases to 135°F (57°C) or for the SIGA-HRS only, the temperature increases at a rate exceeding 15°F (9°C}/minute. If the detector is mounted to a relay base, the relay operates. SimiJarly, if it is mounted to an audible base, the on-board horn sounds. Fast Stable Communication - On-board intelligence means less information needs to be sent between the detector and the loop controllen Other than regular supervisory polling response, the detector only needs to communicate with the control panel when it has something new to report. This provides very fast control panel response time and allows a lower baud rate (speed) to be used for communication on the circuit. The lower baud rate offers several advantages including: - less sensitivity to circuit wire characteristics - less sensitivity to noise glitches on the cable - less emitted noise from the data wiring - twisted or shielded wiring is not required Electronic Addressing - The loop controller electronically addresses each detector, saving valuable time during system commissioning. Setting complicated switches or dials is not required, Each detector has its own unique serial number stored in its omboard memory. The loop controller identifies each device on the circuit and assigns o "soft" address to that device's serial numben If desired, detectors can be addressed using the SIGA-PRO Signature Program/Service Tool. Installation Spacing - The SIGA-HFS (fixed temperature) and the SIGA-HRS Ifixed temperature/rote-of-rise combination)intelligent heat detectors ore rated for installation at up to 70 foot (2:]_.3 meter) spacing. These detectors may be installed in rooms with ambient temperatures up to 100°F (38°C}. Status LEDs - Twin LEDs are visible from any direction A fleshing GREEN LED shows normal system polling from the loop controller. A flashing RED LED means the detector is in alarm state. Both LEDs on steady shows alarm state - stand-alone mode. Normal GREEN LED activity is not distracting to building occupants, but con be quickly spotted by o maintenance technician. Quality and Reliobifity - GE Security detectors are manufactured in North America to strict international Isa 9001 standards. All electronics utilize surface mount technology (SHT) for smaller size and greater immunity to RF noise. A conformol coating is used for humidity and corrosion resistance. All critical contacts (]re gold plated. Installgtion Signature Series detectors mount to North American Z-gong boxes, 3-~./Z inch or 4 inch octagon boxes, and to L~ inch square electrical boxes ]_-:]_/2 inches (38 mm) deep. They mount to European BESA and :].-gang boxes with 60.3 mm fixing centers, /I I0'8' (20 mm) 4.4' (112 mm) Data Sheet 85001-0243 Issue 6 Not to be used for installation purposes. Page 2 of 6 Ap'plication The table below shows six standard test fires used to rate the sensitivity of smoke and heat detectors. The table indicates that no single sensing element is suited far all test fires GE Security recommends that this detecter be installed according to latest recognized edition of national end local fire alarm codes. SIGA-HRS and SIGA- HFS Rate-of-Rise/ SIGA-PHS SIGAqPHS Test Fire SIGA-IS Ion SIGA-PS Photo Fixed Temp. Photo Heat 3D Ion/Photo/Heat 4D Open Wood optimum WO~ Pyr~;sis ...... ~}i~ ble optimum unsuitable optimum optimum Smouldering Cotton very SL~itahle- optimum unsuitable optimum optimum Poly Urethane Foam yeP/suitable very suitable suitable very suitable optimum n-Hepto_ne .... (~p_timu~. veT? suitabl? very suitable .... o_ptimu~ ..... opt~imum .... Liquid Firewithout Smoke unsuitable unsuitable opti~mum very suitable ____ very suitobl~e_ Typical Wiring The detector mounting bases will accept #18 AWG (0.75mm2), #16 {1.0mmV), #14 AWG (1.5mm2), and #12 AWG (2.5mm~) wire sizes. Note: Sizes #16 AWG (1,0mmz) and #18 AWG (0,TSmmz) ore preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Standard Detector Base, SIGA-SB, SIGA-SBfl Relay Detector Base, SIGA-RB, SIGA-RB4 Remote LED (SlGA-LED) [ -- per Wire Must NOT Exceed DATA IN (-) DATA IN (+) From Signature Controller or Previous Device Term Description 1 Not Used 2 DATA IN/OUT 3 Not Used 4 DATA IN 4 Remote LED 5 Remote LED (+1 6 Not Used ? DATA OUT DATA OUT (-) DATA OUT (+) rD Nexl Device Term Description Normally- Normally- 1 Normally-Open Common Closed Open 2 DATA INJOUT DATA IN Not Used 6 Norma~y-Closed OATA OUT (-) : -- CONTACT RATING ~ 1,0 Amp @ 30 VDC ou,,,, _ DAIA IN (~) I DAIA OUT (-) DAIA OUT DATA IN (+) To Next Device From Signature Controller or Previous Device Isolator Detector Base, SIGA-IB, SIGA-IB4 DATA IN (+) From Signature Controller or Previous Device Term Description 1 Net Used 2 DATA IN/OUT ] DATA IN 4 Not Used S Not Used 6 DATA OUT (-I 7 Not Used DATA OUT (-) DATA OUT (+) To Next Device Audible Detector Base, SIGA-AB4G Detaug = High volume · Cut for Iow volume 24 Vdc In From power supply or Data out ,igneture device Data Sheet 8500~.-024~ Issue 6 Not to be used for installation purposes. Page 3 of 6 'Acces'sories All detector mounting bases have wiring terminals that are acces- sible from the "room-side" after mounting the base to the electrical box. The bases mount to North American 1-gong boxes and to 31/z inch or 4 inch octagon boxes, il/2 inches (38 mm) deep. They also mount to European BESA and 1-gang boxes with 60.3 mm fixing centers, The SIGA-SB4, SIGA-RBL~, and SIGA-IB4 mount to North American four inch square electrical boxes in addition to the above boxes. They include the SIGA-TS/4 Trim Skirt which is used to cover the "mounting ears" on the base. The SIGA-ABZ~G mounts to a 4" sqare box only. SIGA-AB~G SIGA-SB Audible Base Standard Bose Standard Base SIGA-SB, SIGA-SBZl - This is the basic mounting base for GE SecuriLy Signature Series detectors. The SIGA-LED Remote LED is supported by the Standard Base. Relay Base SIGA-RB, SIGA-RB4 - This base includes a relay. Nor- really open or closed operation is selected during installation. The dry contact is rated for i amp {pilot duty) @ 30 Vdc. The relay's position is supervised to avoid accidentally ja rring it out of position. The SIGA-RB can be operated as a control relay if programmed to do so at the control panel )EST3 V. 2 only). The relay base does not support the SIGA-LED Remote LED. Audible Base SlGA-ABI~G - This base is designed for use where localized or group alarm signaling is required. When the detector senses on alarm condition, the audible base emits a local alarm signal. The optional SIGA-CRR Polarity Reversal Relay can be used for sounding to other audible bases on the same 24 Vdc circuit. Relay and Audible Bases operate as follows: - at system power-up or reset, the relay is de-energized - when a detector is installed in the base with the power on, the relay energizes for four seconds, then de-energizes - when a detector is removed from a base with the power on, the relay is de-energized - when the detector enters the alarm state, the relay is energized. Isolator Base SIGA-IB, SIGA-IB4 - This base includes a built-in line fault isolator for use on Class A circuits. A detector must be installed for it to operate. The isolator base does not support the SIGA-LED Remote LED. The isolator operates as follows: - a short on the line causes all isolators to open within 23 msec - at l0 msec intervals, beginning on one side of the Class A circuit nearest the loop controller, the isolators close to provide the next isolator down the line with power - if the isolator next to the short closes, it reopens within l0 msec. The process repeats beginning on the other side of the loop control- ler. Remote LED SIGA-LED - The remote LED connects to the SIGA-SB or SIGA-SB4 Standard Base only. It features a North American size :].-gang plastic foceplate with a white finish and red alarm LED. SlGA-TS4 Trim Skirt - Supplied with 4 inch bases, it can also be ordered separately to use with the other bases to help hide surface imperfections not covered by the smaller bases. Warnings & Cautions This detector will not operate without electrical power. As fires fie- quently cause power interruption, we suggest you discuss further safeguards with your fire protection specialist. This detector will NOT sense fires that start in areas where heat cannot reach the detector. Heat from fires in walls, roofs, or on the opposite side of closed doors may not reach the detector to alarm it, The heat sensor in this device only provides a source of informa- tion to supplement the information provided by photoelectric or ionization smoke detectors which may be located nearby. The heat detector by itself does NOT provide life safety protection, Under no circumstances should heat detectors be relied on as the sole means of fire protection. Compatibility The SIGA-HFS and S~GA-HRS detectors are compatible only with GE Security's Signature Loop Controller. Data Sheet 85001-0243 Issue 6 Not to be used for installation purposes. Page 4 of 6 Specifications Catalog Number SIGA-HFS J SIGA-HRS Heat Sensing Element i Fixed Temperature I Fixed &Temperature/Rote-of-Rise Alarm Point ......... I Alarms at 135°F (57°C) Ambient ! AJorms at 135°F IS7°C) Ambient or Temp. increase , above 1£oF (9oC] per min. UL Listed Detector Spacing ! 70 feet (21.3 meters( center to center spacing Operating and Storage Environment Operating Temp: 32°F to iO0°F (0*C to 38°C} Storage Temp: *4°F to 1400F (-20°C to 60~C) Humidity: 0 to 93% RH, j Non-Condensing Operotin_g~Vo_lt_o_g_e _ I 15.2 to 19.95 Vdc (19 Vdc nominoll Operating Current Quiescent: 4$pA @ 19 V Alarm: 4SpA @ 19V Emergency Stand-alone Alarm Node: 18mA Pulse Current: ~.00 pA (100 msec) Construction & Finish High Impact Engineering Polymer - Wh(te Compatible klounting Bases i SIGA-SB Standard Base, SIGA-RB Belay Bose, SIGA-IB Isolator Bose, SIGA-AB4. SIGA-AB4G Audible Bases LED Operation i On-board Green LED - Flashes when polled On-board Red LED - Flashes when in alarm; Both LEDs - Glow steady i when in alarm (stand-alone) Compatible Remote Red LED {model SIGA-LED) Flashes when in alarm Compatibility Use With: SIGNATURE Loop Controller Address Requirements I Uses one device address Agency Listings I UL, ULC, NEA, CSFM Ordering Information Catalog Number Description Ship Wt. lbs Ikgl SIGA-HFS Intelligent Fixed Temperature Heat Detector - UL/ULC Listed 0,5 (0,23) SIGAoHRS Intelligent Fixed Temperoture/Rote~of~Rise Heat Detector - UL/ULC Listed Accessories SIGA-SB Detector Mounting Bose SIGA-SB4 SIGA-RB 4-inch Oe_tec_tor Mounting Bas~e c/w SIGA-TS Trim Skirt Detector Mounting Bose w/Relay 0.2 (.09) SIGA-RB4 4-inch Detector klounting Bose /w Relay c/w SIGA-TS Trim Skirt SIGA-IB De_reactor Flaunting Base w/Fau~]t_?.ol_a_t_o_r_ SIGA-184 4-inch Detector i'4ounting Base w/Fault Isolator c/w SIGA-TS Trim Skirt SIGA-LED Remote Alarm LED SIGA-ABaG Audible (Sounder( Bose 0.3 (0,15) SIGA-TS4 Trim Skirt (supplied with 4-inch bases) 0.1 (.04) Data Sheet 85001-0243 Issue 6 Not to be used for installation purposes. Page 5 of 6 T 888-~78-2329 F866-50] ~996 Conado T 519 376 2430 F5193767258 Asio T852 2907 8108 F 852 21~2 5063 Austrolio T61 3 9259 4700 F61 3 9259 4799 Europe T322725 11 20 F322 72186 13 Lotin Americo T 30S 593 4301 F 305 593 a3oo WWYV gesecurlty corn © 2006 Genero[ Electric Compony All Rights Reserved of GE Security imoginotion at work Data Sheet 8500:L-0243 Issue 6 Not to be used for installation purposes, Page 6 of $ INTELLIGENT INITIATING DEVICES Intelligent Duct Smoke Detector Housing - Model SIGA-DH Features · Suitable for high air velocity duct applications Up to 4000 ft/min. (20,3 m/sec.) with Photoelectric Detector. · Standard Signature Series detectors Designed for use with standard 4D, 3D, and Photoelectric Signature Series sm oke detectors, Does not require "special" duct smoke heads. · Standard, relay, or isolator detector base Detector plugs-in to base then easily installs into housing. · Install in ducts up to 10 ft. (3.05 m) wide · Remote LED and test station accessories · Designed and manufactured to lSD 9001 standards Description The SIGA-DH Duct Smoke Detector Housing is specially engi- neered to exploit all the capabiilties of Signature Series intelligent photoelectric and multisensor smoke detectors. EST Signature Series detectors gather analog information from each of their one or more sensing elements and converts it into digita~ signals. The detector's onboard microprocessor measures and analyzes these signals. It compares them to historical readings, time patterns and known characteristics to make an alarm decision. Digital filters and complex Algorithms are applied for optimum detector accuracy. Unwanted alarms are virtually eliminated. Each duct housing is packaged with detailed installation instruc- tions, gaskets and a self-adhesive drilling template for locating and mounting the detector. The large access door is completely removable to allow fast detector installation and field wiring connections. The 16 gauge steel housing is finished in red baked enamel for easy identification. Five one-gang knockouts on the housing provide a convenient location for mounting intelligent Signature Series modules. The SIGA-DH Duct Housing comes with a 6 inch (150 mm) exhaust tube. Air sampling tubes are available in lengths from 8 inches (200 mm} to 10 feet (3048 mm) and must be ordered separately. Compatible smoke detectors, mounting bases, and accessories are listed in the Ordering Information. Refer to individual device catalog literature pages for more detail. Intelligent Duct Smoke Detectors Compatible Signature Series detectors include the SIGA-IPHS4D Multisensor Smoke Detector with THREE INTEGRATED SENSING TECHNOLOGIES. It combines Ionization, Photoelectric and Heat sensors and processes and analyzes information from each sensor separately using dynamic filters. Also compatible are the SIGA- PHS 3D Multisensor Detector and the SIGA-PS Photoelectric Detector. The installer selectsthe alarm sensitivity level from the detector's wide 0.67 to 3.7% sensitivity range window. Five settings are available from within the range. Environmental Compensation Detection sensitivity for Signature Series detectors is virtually independent of their installed environment and their physical condition. Each sensing element adapts to long-term changes caused by dirt, humidity, aging etc. Every 8.6 minutes the detector adjusts and updates the sensitivity (% obscuration) ambient baselinefor its smoke sensing element. Every 68 minutes this information is written to its permanent memory. Th e detector's alarm sensitivity setting selected by the installer floats up or down to remain constant relative to the changing baseline. This is called environmental compensation, Identification of Dirty or Defective Detectors Each detector automatically identifies when it is polluted and causes a "dirty detector" message. The detector's sensitivity measurement can also be transmitted to the loop controller. This measurement satisfies NFPA sensitivity measurement requirements. The detector's internal components are self-supervised. Up to 32 trouble codes are generated and displayed for diagnostics. EDWARDS SYSTEMS TECHNOLOGY U.S. SALES:SARASOTA, FL941-739-~638;FAX941-727-1214 · CANADASALES:OWENSOUND, ON519-376-2~30;FAX519-376-7258 INTERNATIONALSALES:905-270-1711;FAXg05~2709553 · CORPORATEHEADQUARTERS:CHESHIRE, CT · U.S. MANUFACTURING: PITTSFIELD~NEWPOR~ ME issue 4 Literature Sheet ~aboo1-032a Page 1 of 4 Not to be used for installation purposes. For the most current literature and updates visit www,est.net. Ion-Volatile Memory ignature Series smoke detectors permanently store a serial umber, type of device and job number. Automatic updates of istoric information including hours of operation, last maintenance ate, number of alarms and troubles, time and date of last alarm re available. In the unlikely event that an unwanted alarm does ske place, the history file can be called up to help isolate the roblem and prevent it from happening again. !lectronic Addressing a Device Mapping 'he Signature loop controller automatically addres~es.ea? letector to save valuable time during system comm~ss~omng. ;etting complicated switches or dials on each intelligent device is lot required. If desired, the detectors ca n be custom addressed Ising th e Signature Series Data Entry Program. 'he wired circuits between each device can be examined using the late ~ntry program along with the self-mapping feature built into ~1 Signature Series devices. With its graphic support, layout or as-built" drawing information showing wire branches (T-taps), lev[ce types and their address are stored on disk for printing hard :opy. This takes the mystery out of the installation. The preparation )f"as-built" drawings is fast and efficient. )evice mapping also allows the Signature loop controller to JJscover: - unexpected additional device addresses - missing device addresses - changes to the wiring in the data loop, ]rand-Alone Operation 3n-board intelligence permits Signature devices to operate in stand- )lone mode, Should loop controller CPU communications fail for -nore than four seconds, all devices on that circuit (loop) go into ~tand-alone mode. The loop acts like a conventional alarm receiving :ircuit, Each detector on the loop continues to collect and analyze nformation from its surroundings. The detector alarms if the preset smoke obscuration level is reached and causes a loop alarm. If the detector is mounted to a relay base, the relay operates. SimilaHy, if t is mounted to an audible base, the on-board horn sounds. Quality and Reliability EST detectors are designed and manufactured in North America to ISO 9001 standards. All electronics utilize surface mount technol- ogy (SMT) for smaller size and greater immunity to RF noise. A sonformal coating is used for corrosion resistance and all critical contacts are gold plated. Typical Wiring The detector mounting bases and test station will accept # 18 AWG (0,75mm2), #16 (1.0mm2), #14 AWG (1.50mm2) and #12 AWG (2.5 mm2) wire sizes, Note: #14AW(3 (1.5 mm2) is not recommended due to difficulty of installation. See Loop Controller and Detector catalog sheets for detailed wiring requirement specifications. Signature Duct Detector Accessories Duct Detector Air Sampling Tubes One air sampling inlet tube must be ordered for each duct smoke detector housing. Refer to Ordering Information for available lengths. Detector Mounting Bases One detector mounting base must be ordered for each duct smoke housing. Removing a detector from its base (except isolator base) does not affect other devices operating on the same data loop. Available bases are: Standard Base SIGA-SB- This is the basic mounting base. The SIGA-LED Remote LED is suooorted by the Standard Base. Relay Base SlGA-RB - This base includes a relay. Normally open or closed operation is selected during installation. The dry contact is rated for 1 amp @ 30 Vdc (pilot duty). The relay's position is supervised to avoid accidentally jarring it out of position. The SIGA- RB can be operated as a control relay if programmed to do so at the control paneL (EST3 V. 2 only). The Relay Base does not suDnort the SIGA-LED Remote LED. Re[ay bases are not affected or activated by the SIGA-DTS Duct Test Station. isolator Base SIGA-IB - This base includes a built-in line fault isolator. A detector must be installed for it to operate. The integral isolator relay is controlled by the detector or the loop contro[ier. A maximum of 96 isolator bases can be installed on one loop. The Isolator Base does not suoDort the SIGA-LED Remote LED. Alarm LED Indicator The SIGA-LED Alarm Indicator is suitable for use with the SIGA-SB detector base only. A maximum of one can be operated for each detector. It features a red LED on a one-gang plastic plate and can be installed remote or directly on the SIGA-DH Duct Housing. Duct Test Station The SIGA-DTS Duct Test Station uses a key switch along with an integral intelligent input module mounted on a two-gang plastic plate. It is supplied with two keys and features a red alarm LED. When the key is turned to the "TEST" position, the LED lights and the integral mod ule remotely inputs a duct detector test alarm. The actions and sequences programmed at the control panel to activate dampers and other smoke control measures, are easily tested. Detector relay bases are not affected or activated. Resetting the control panel clears the test and returns the system to normal. The key cannot be removed when in the "TEST" position. The Duct Test Station mounts to standard 2-inch deep North American two-gang and 4-inch square electric boxes and European 100 mm square boxes. Air VelocityTest Kit The 6263-SG Air Velocity Test Kit is specially designed to interface to the SIGA-DH Duct Housing. It is used to test or confirm the air velocity in HVAC ducts where the duct housing is installed. EDWARDS SYSTEMS TECHNOLOGY Page 2 of 4 Literature Sheet #85001-0325 Issue Not to be used for installation purposes. Specifications SIGA-DH Duct Housing (NOTE: The SIGA-DH Duct Housing is NOT WEATHERPROOF or DUST TIGHT.) Dimensions 7-3/8 inches (188mm) W x 7 inches (178mm) H x 5 inches (127mm) D Material and Finish 16 Gauge Cord Rolled Steel, Red - Baked Enamel Conduit Knockouts Combination 1/2 inch ~ 3/4 inch Agency Approvals UL, ULC, MEA, CSFM Compatible Smoke Detectors SIGA-PS I SIGA-PHS SIGA-IPHS 300 to 1000 fi/min, Air Velocity Range 300 to 4000 fi/min. (1.5 to 20.3 m/sec) (1.5 to 5.0 m/sec) ionization - Unipolar Photoelectric - Photoelectric - Photoelectric - Light Scattering Principle Light Scattering Principle Smoke Sensing Element(s) Light Scattering Principle Heat - Heat - Alarms at 65° F (35° C) 135° F (57° C) Fixed Temperature change in ambient temp. Temp: 32 - 120° F (0 to 49° C) Temperature: 32 - 100° F (0 - 38° C) Operating Environment Humidity: 0 to 93% RH, Humidity: 0 to 93% RH, non-condensing non-condensing Storage Environment Temperature: -4 to 140° F (-20 to 60° C); Humidity: 0 to 93%l RH, non-condensing 0.67% to 3.70% obscuration/foot ULI/ULC Sensitivity Range 0.67% to 3.77% obscuration/foot (306mm) [ (305mm) Jser Selected Alarm Sensitivity Least Sensitive: 3.5%; Less Sensitive: 3.0%; Normal: 2.5%; More Sensitive: 2.0%; Most Sensitive: 1.0% Settings Pre-alarm Sensitivity 5 % increments, allowing up to 20 pre-alarm settings Electrical and Physical Refer to individual detector catalog sheets Characteristics Compatible Mounting Bases SIGA-SB Standard Base, SIGA-RB Relay Base, SIGA-IB Isolator Base Compatible Remote LED SIGA-LED (LED flashes when in alarm) Controller Compatibility SIGNATURE Loop Controller ~,ddressin9 Restrictions Uses one input Device Address SIGA-DTS Duct Test Housing Operating Current Standby = 250~A; Activated = 400/~A Operating Voltage 15.2 to 19.95 Vdc (19 Vdc nominal) Replacement Key p/n - P-037449 Storage and Operating 32 to 120°F (0 to 49°C) Temperature Onboard LED Operation Red LED - flashes when in alarm or test state Mounting North American electric box: 2 inch deep 2-gang or 4 inch square; European electric box: 100 mm square Construction ~ Finish High Impact Engineered Plastic 2-gang front plate - White Addressing Restrictions Uses one Module Address EDWARDS SYSTEMS TECHNOLOGY Issue 4 Literature Sheet #85OO1-O325 Page 3 of 4- Not to be used for installation purposes. Application Notes The SIGA-DH Duct Smoke Detector Housing raquires a clear, fiat, accessible area on the duct of at least 7-3/8 inches (188mm) W x 7 inches (175mm) H. The duct housing must be installed on ducts at least B inches (200mm) wide. To avoid the effects of stratification, install the detector housing a minimum of six duct widths beyond any bends in the duct. Duct detectors are usually installed on the supply duct after the air filters; or in the return air stream prior to being diluted by outside air. /--Bend or other /..,,., [~// obstruction ~----//Duct 6 Duct widths ~ ~ Duct detector width (minimum) : location Sample tube length must span the entire width of the air duct and the tube can be easily cut to any length. Inlet tubes longer than 3 ft.{900m m) must be supported at both ends. Duct detectors continually sample air flow in a HVAC duct and initiate an alarm condition whenever smoke is detected. An alarm is activated when the quantity (percent obscuration) of combustion products in that air sample exceeds the detector's sensitivity setting. Air velocity in the duct maintains the air flow that enters the detector housing through perforations in the air sampling inlet tube and discharges through the outlet exhaust tube. The detector housing must be installed with its iNLET air sampling tube upstream of the EXHAUSTtube. Before installing the duct detector housin g, test the duct air velocity to verify it is within the limits of the Sig natu re smoke detector that is being installed. Aisc verify that duct air relative humidity is within 0% and 93%. WARNING: Duct detectors have specific limitations. Duct detectors ARE NOT a substitute for an open area smoke detector. Duct detectors ARE NOTa substitute for early warning detection. Duct detectors ARE NOT a replacement for a building's regular fire detection system, Smoke detectors ARE NOT designed to detect toxic gases which can build up to hazardous levels in some fires. These devices WILL NQT operate without electrical power. As fires frequently cause power interruptions, EST suggests you discuss further safeguards with your [ocal fire protection specialist. Ordering Information ~atalog Ship Wt Number Description lb. (kg) ;IGA-DH Duct Detector Housing 6.5 (3) ~261-001 8 inch (200mm) Air Sampling Inlet Tube .25 (.1} 6261-002 24 inch (600mm) Air Sampling inlet Tube .5 (.2) 6261-003 42 inch (1060mm) Air Sampling Inlet Tube 1.6 (.8) 6261-006 78 inch (1980mm) Air Sampling Inlet Tube 2.2 (1) 6261-010 120 inch (3048mm) Air Sampling Inlet Tube 4.4 (2) SIGA-IPHS 4D Multisensor Detector SiGA-PHS 3D Multisensor Detector .5 (.23) SIGA-PS ~hotoelectric Detector SIGA-SB Standard Base SIGA-RB ~elay Base .2 (.09) SIGA-IB solator Base SIGA-LED Alarm LED Indicator SIGA-DTS Duct Test Station .4 {.18) 6263-SG Duct Air Velocity Test Kit Installation and Mounting EST recommends duct detectors always be installed in accordance with the latest recognized editions of local and national fire alarm codes, Airflow EDWARDS SYSTEMS TECHNOLOGY It is our intention to keep the product information current and accurate, We can not cover specific applications or anticipate all requirements, All specifications are subject to change without notice. For more information or questions relative to this Specification Sheet, contact ES~ Literature Sheet #ea001-o325 Issue 4 Not to be used for installation purposes. Security Intelligent Input/Output Overview The SIGA-CT1 Single Input Module and SIGA-CT2/SIGA-MCT2 Dual Input Modules are intelligent analog addressoble devices used to connect one or two Class B normally-open Alarm, Supervisory, or Monitor type dry contact Initiating Device Circuits (IDC). The actual function of these modules is determined by the "personality code" selected by the installen This code is downloaded to the module from the Signature loop controller during system configuration. The input modules gather analog information from the initiating devices connected to them and convert it into digital signals, The module's on-board microprocessor analyzes the signal and decides whether or not to input on alarm. The SIGA-CT1 and SlGA-CT2 mount to standard North American I gong electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connections are mode to each module. The SlGA-MCT2 is part of the UIO family of plug-in Signature Series modules. It functions identically to the SIGA-CT2, but takes advan- tage of the modular flexibility and easy installation that character- izes all UIO modules. Two- and six-module UIO motherboards are available, Ali wiring connections are made to terminal blocks on the motherboard. UIO assemblies may be mounted in GE Security enclosures. Standard Features · Multiple applications Including Alarm, Alarm with delayed latching (retard) for water- flow applications, Supervisory, and Monitor. The installer selects one of four "personality codes" to be downloaded to the module through the loop controllen Si6A-CT1 rated for high temperature environments Suitable for attic installation and monitoring high temperature heat detectors. Plug-in (UlO) or standard 1-gang mount UIO versions allow quick installation where multiple modules are required. The 1-gang mount version is ideal for remote locations that require a single module. Automatic device mapping Signature modules transmit information to the loop controller regarding their circuit locations with respect to other Signature devices on the wire loop. · Electronic addressing Programmable addresses are downloaded from the loop control- ler, a PC, or the SIGA-PRO Signature Program/Service Tool. There are no switches or diais to set. · Stand-alone operation The module makes decisions and inputs an alarm from initiating devices connected to it even if the loop controller's palling interro- gation stops. (Function availability dependent upon contra[ panel.) Ground fault detection by address Detects ground faults right down to the device level. Input Modules SIGA-CT1, SIGA-CT2 & SIGA-PICT2 · e j~j~j SIGA-CTI/~ SIGA-HCT2 Dote Sheet 85001-024! Issue Not to be used for installation purposes, Page 1 of 'Signature Series Overview The Signature Series intelligent analog-addressable system from GE Security is on entire family of multi-sensor detectors end mount- ing bases, multiple-function input and output modules, network and non-network control panels, and user-friendly maintenance and service tools. Analog information from equipment connected to Signature devices is gathered and converLed into digital signals. An onboard microprocessor Jn each Signature device measures and analyzes the signal and decides whether or not to input an alarm. The microprocessor in each Signature device provides four addi- tional benefits - Self-diagnostics and History Log, Automatic Device Mapping, Stand-alone Operation and Fast, Stable Communication. Self-diagnostics and History Log - Each Signature Series device constantly runs self-checks to provide important maintenance information. The results of the self-check ore automatically updated and permanently stored in its non-volatile memory. This informa- tion is accessible for review any time at the control panel, PC, or using the SIGA PRO Signature Program/Service Tool, Automatic Device Mapping -The Signature Data Controller (SDC) learns where each device's serial number address is installed rela- tive to other devices on the circuit. The SDC keeps a map of all Sig- nature Series devices connected to it, The Signature Series Data Entry Program also uses the mapping feature. With interactive menus and graphic support, the wired circuits between each device can be examined, Layout or "as-built" drawing information showing branch wrong (T-taps), device types and their address are stored on disk for printing hard copy. Installation SIGA-CT1 and SIGA-CT2: modules mount to North American 2~ inch(64 mm) deep 1-gong boxes and 1~/~ inch 138 mm) deep 4 inch squore boxes with I-gang covers and SIGA-MP mounting plotes. The terminals are suited for #12 to #18 AWG 12.S mmz to 0.75 mm2) wire size, Compatible electrical box SIGA-MCT2: mount the UIO motherboard inside a suitable GE Secu- rity enclosure with screws and washers provided, Plug the SIGA- MET2 into any available position on the motherboard and secure the module to the motherboard with the captive screws. Wiring connections ore mode to the terminals on the motherboard (see wrong diogroml, UIO motherboard terminals are suited for #12 to #18 AWG (2.5 mm~ to 0.75 mm2) wire size. UlO Molherboard 6-32 Electronic Addressing - The loop controller electronically addresses each module, saving votuable time during system commissioning, Setting complicated switches or dials is not required. Each module has its own unique serial number stored in its on-board memory, The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the modules con be addressed using the SIGA-PRO Signature Program/Service Tool. GE Security recommends that this module be installed according to latest recognized edition of national end local fire alarm codes. Application The duty performed by the SIGA-CT;t and SIGA-CT2/MCT2 is de- termined by their sub-type code or "Personality Code". The code is selected by the installer depending upon the desired application and is downloaded from the loop controller. One personality code can be assigned to the SIGA-CT;t. Two person- ality codes con be assigned to the SIGA-CT2/MCT2, Codes 1.2, 3 and 4 can be mixed on SIGA-CT2/MCT2 modules only. For example, personality code 1 can be assigned to the first address (circuit A) and code/4 can be assigned to the second address (circuit B}. NORMALLY-OPEN ALARM - LATCHING (Personality Code 3_) - As- sign to one or both circuits, Configures either circuit A or B or both for Class B normally open dry contact initiating devices such as Pull Stations, Heat Detectors, etc. An ALARM signal is sent to the loop controller when the input contact is closed. The alarm condition is latched at the module. NORMALLY-OPEN ALARM - DELAYED LATCHING (Personality Code 2) - Assign to one or both circuits Configures either circuit A or B or both for Class B normally-open dry contact initiating devices such as Waterflow Alarm Switches. An ALARM signal is sent to the loop controller when the input contact is closed for approximately 16 seconds. The alarm condition is tatched at the module. NORMALLY-OPEN ACTIVE - NON-LATCHING JPersonality Code 3) - Assign to one or both circuits Configures either circuit A or B or both for Class B normally-open dry contact monitoring input such es from Fans, Dampers, Doors, etc. An ACTIVE signal is sent to the loop controller when the input contact is closed. The active condition is not latched at the module. NORMALLY-OPEN ACTIVE - LATCHING (Personality Code 4) - Assign to one or both circuits. Configures either circuit A or B or both for Class B normally open dry contact monitoring input such as from Supervisory and Tamper Switches. An ACTIVE signal is sent to the loop controller when the input contact is closed. The active condi- tion is latched at the module. Data Sheet 85001-0241 Issue 7 Not to be used for installation purposes. Page 2 of 4 Ty[3ical Wiring Modules will accept #18 AWG (0.?SmmZh #16 (1.Omm~), and #14AWG (1.50mmZk and #12 AWG (2.$0mm~) wire sizes. Note: Sizes #16 AWG (1.Omm2) and #18 AWG (0.7~mm~) are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Initiating (Slavel Device Circuit Wire Specifications Mo×imum AlJowable Wire Resistance 50 ohms tZ5 ohms per wirel per Circuit 0.1pF per Circuit Maximum Allowable Wire Capacitance For Design Reference: Wire Size _ ..... · #18 AWG (0.75 mm #16 AWG (1.00 mmPI #14 A_W_G (1.50 mm #12 AWG (%50 mm Maximum Distance to EOLR 4.000 ft{1219 mi Typical N,G, Initiating Device INPUT2 Red LED Green IJ:D f~ed LED Green LED (Normal) (A~rm/Actlve) (NolmaD TB¸ From Signet ute Controller To Next Device or PrevJou¢ Device ,~ SIGA CT! Warnings & Cautions This module will not operate without electrical power As fires fre- quently cause power interruption, we suggest you discuss further safeguards with your local fire protection specialist. Compatibility The Signature Series modules are compatible only with GE Securi- ty's Signature Loop Controller. A SIGA-CT2 SIGA-MCT2 Data Sheet 85001-02~1 Issue 7 Not to be used for installation purposes. Poge 3 of 4 Security T 519 376 2430 Specifications CataloE._N_u_mbe~ Description Type Code Singlelnput Module A8 (factory set) Four sub-types (personality codes) ore ovoi[oble Dual Input Module 49 )factory set) Four sub-types (personality codes) are available Address Requirements Uses One Module Ad- Uses Two Module Addresses dress Operating' ~urrent" Standby = 250pa; Standby = 396pa; Activated = 680pa Activated = 400pa Op~e.?oting Vc~!!oge __ 15.2 to 19.95 Vdc (19 Vdc nominal) Construction High Impact Engineering Polymer Mounting North American 2~ inch [6z~ mm( deep one-gong UIO2 P,/6R/6 Mother- boxes and 1¼ inch (38 mm) deep 4 inch square board boxes with one-gang covers {]nd SIGA-MF Storage and Operating Environment mountin, plates Operating Tempera- ture: 32°F to 158°F (0°C to 70°C) Storage Temperature: -4°F to 140°F (-20°C to 60°C); Operating Temperature: 32°F to 120°F (0°C to 49°C) Storage Tempernture: -4°F to 140°F 1-20°C to 60°C) Humidity: 0 to 93% RH Humidity: O to 93% RH , LED Operation ' ' 6~--board-~-reen L--~D~ Flashes when polled; On-board Red LED - Flashes when in alarm/active Both LEDs - Glow steady when in alarm (stond-alonel -~ompotib~iity Use with Signature Loop Controller ~,~¢ncy Listi~g_'~ -I" .......... U L,_._U~C~, Ordering Information Catalog Description ~N~ ~mber SIGA-CT1 Single Input Module -- UL/ULC Listed Ship Wt. lbs (kg) SIGA-CT2 Dual Input Module - UL/ULC Listed 0,4 (0.15) SIGA-MCT2 aUDi Input Plug-in (UIO] Module -- UL, ULC Listed 0.1 (0.05) Related Equipment 27193-11 Surface Mount Box- Red, 1-gong 1.0 (0.61 ~19~1~--' S urfac_e_ Mou nt~?~ _ White~l_-ga ng ....... ..... 1.0(0.6) SIGA-UIOZR Universal Input-Output Module Board w/Riser Inputs 0.32 (O.15) -- Two Module Positions SIGA-UIO6R Universal Input-Output Module Board w/Riser Inputs 0.62 (0.28) - Six Nodule Positions ~i~A~LIiO~ U~i~;'~ol i~p~gC~tput~(~'~l~ Boarcl ---'~x'~4-od~le Position~-- MFC-A MuLtifunction Fire Cabinet - Red, supports Signature Module 7.0 (3.1l Mounting Plates SIGA-HB4 Transponder Mounting Bracket (allows for mounting 0.4 (0.15) two l-gang modules in o 2-gang box) SIGA-MP1 Signature Module Mounting Plate, 1 footprint 1.5 (020( SIGA-MP2 Signature Module Mounting Plate. 1/2 footprint 0.5 (023) SIGA-~2_L Signoture Nodule Mounting Plate, ~./2 extended footprint 1.02 {0.46) imagination at work Dote Sheet 8500[-026~. Issue 7 Not to be used for instelletion purposes. P=ge z~ of 4 Security Intelligent Input/Output Overview The Control Relay Nodule end the Polarity Reversal Relay Nodule ore port of the Signature Series system. They are intelligent analog oddressoble devices available in either plug-in IUlO) versions, or standard :]_-gang mount versions. The SIGA-CR/MCR Control Relay Plodule provides a Form "C" dp/ relay contact to control external appliances such as door closers, fans, dampers etc. This device does not provide supervision of the state of the relay contact. Instead. the on-board microprocessor ensures that the re/ay is Jn the proper ON/OFF state. Upon com- mand from the loop controller, the SIGA-CR/IqCR relay activates the normally open or normally-closed contact. The SlGA-CRR/NCRR Polarity Reversal Re/ay Nodule provides a Form "C" dry relay contact to power and activate a series of SIGA- AB4G Audible Sounder Bases. Upon command from the Signature Loop controller, the SJGA-CRR reverses the polarity of its 24 Vdc output, thus activating oil Sounder Bases on the data loop. Standard-mount versions (SlGA-CR and SIGA-CRR) are instal/ed to standard North American 1-gang electrical boxes, making them ideal for locations where only one module is required. Separate I/O and data loop connections are made to each module. Plug-in UIO versions (SIGA-NCR and SIGA-iVICRR) are part of the UIO family of plug-in Signature Series modules. They function identically to the standard mount versions, but take advantage of the modular flexibility and easy installation that characterizes all UIO modules. Two- and six-module UIO motherboards are available. ALI wiring connections are made to terminal blocks on the mother- board. U JO assemblies may be mounted Jn GE Security enclosures. Standard Features Provides one no/nc contact (SIGA-CR/IViCRI Form "C" dp/relay contact can be used to control external appli- ances such as door closers, fans, dampers etc. Allows group operation of sounder bases The SIGA-CRR/jVICRR reverses the polarity of its 24 Vdc output, thus activating all Sounder Bases on the data loop. · Plug-in (UIO) or standard 1-gang mount UIO versions allow quick installation where multiple modules are required. The 1-gang mount version is ideal for remote locations that require a single module. Automatic device mapping Signature modules transmit information to the loop controller regarding their circuit locations with respect to other Signature devices on the wire loop. · Electronic addressing Programmable addresses are downloaded from the loop con- troller, a PC, or the SIGA-PRO Signature Program/Service Tool; there ore no switches or dials to set. Intelligent device with microprocessor All decisions are made at the module to allow lower communica- tion speed with substantially improved control panel response time and less sensitivity to line noise and loop wiring properties; twisted or shielded wire is not required. · Ground fault detection by address Detects ground faults right down to the device level. Control Relay Modules SIGA-CR, SIGA-MCR, SIGA-CRR, SIGA-MCRR Data Sheet 85001-0239 Issue 7.2 Not to be used for installation purposes, Page 1 of 6 ' Insta'llation SIGA-CR and SIGA-CRR: modules mount to North American inch (64 mm) deep ~_-gang boxes and :].¥2 inch (38 mm) deep 4 inch square boxes with :].-gang covers and SIGA-NP mounting plates. The terminals are suited for #12 to #:]_8 AWG (2.5 mm~ to 0.75 mm~) w~re size. Compatible electrical box Wall plate, white (1-gang) Application The operation of Signature Series control relays is determined by their sub-type code or "Personality Code." Personality Code 8: CONTROL RELAY (SIGA-CR/NCRI - Dry Contact Output. This setting configures the module te provide one Form "C" DRY RELAY CONTACT to control Ooor Closers, Fans, Dampers, etc. Contact rating is 2.0 amp @ 24 Vdc; 0.5 amp @ 120 Vac Ior 220 Vac for non-UL applications). Personality Code 8 is assigned at the fac- tory. No user configuration is required. Personality Code 8: POLARITY REVERSAL RELAY NODULE (SIGA- CRR/NCRRL This setting configures the module to reverse the polarity of its 24 Vdc output. Contact rating is 2.0 amp @ 24 Vdc (pilot duty). Personality Code 8 is assigned at the factory. No user configuration is required. SIGA-HCR and SIGA-NCRR: mount the U[O motherboard inside a suitable GE Security enclosure with screws and washers provided. Plug the module into any available position on the motherboard and secure the module to the motherboard with the captive screws. Wiring connections are mode to the terminals on the motherboard (see wiring diagram), UIO motherboard terminals are suited for #]_2 to #]_8 AWG (2.5 mm2 to 0.75 mm2) wire size. UlO Mo/herooard 6-32 Sell4apping Compatibility The Signature Series modules are compatible only with GE Securi- ty's Signature Loop Controller. Warnings & Cautions This module will not operate without electrical power. As fires fre- quently cause power interruption, we suggest you discuss further safegu(]rds with your local fire protection specialist. Testing & Maintenance The module's automatic self-diagnosis identifies when it is defective and causes a trouble message. The user-friendly maintenance pro- gram shows the current state of each module and other pertinent messages. Single modules may be turned off (deactivated) tempo- rarily, from the control panel. Availability of maintenance features ~s dependent on the fire alarm system used Scheduled maintenance {Regular or Selected) for proper system operation should be planned to meet the requirements of the Authority Having Jurisdiction (AH J). Refer to current NFPA 72 and ULC CAN/ULC 536 standards. Electronic Addressing - The loop controller electronically addresses each module, saving valuable time during system commissioning. Setting complicated switches or dials is not required, Each module has its own unique serial number stored in its on-board memory. The loop controller identifies each device on the loop and assigns a "soft" address to each serial number. If desired, the modules can be addressed using the SIGA-PRO Signature Program/Service Tool. GE Security recommends that this module be installed according to latest recognized edition of national and local fire alarm codes. Typical Wiring Modules will accept #18 AWG (0.75mm2), #16 (1.0mm21, #14 AWG (1,50mmPI and #12 AWG 12,Smm~) wire sizes. Note: Sizes #16 AWG (1.0mmPI and #18 AWG (0,TSmm2) are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications Normally- Normally- Open Common Closed 876 Red LED Green LED (Alarm/Active) (Normal) 4 3 2 DATA IN (+) DATA IN (-) > From Signature Controller or Previous Device TB1 A SIGA-CR Control Relay Normally Open 1 Green LED INormal) Red LED (Active] Common Normally Closed DATA OUT (+) ~, DATA OUT (-) To Next Device A Notes z~ Refer to Signature Loop Controller Installation Sheet for wiring specifications. z~ NFPA 72 requires that the SIGA-GR/$1GA-MGR be installed in the same room as the device it is control- ling. This requirement may not apply in all markets. Gheck with your local AHJ for details. /~ The $1GA-UlOCR and the $1GA-UIOPFI do not come with TB14. ,/~ The $1GA-UIO6 does not come wilh TBS throu§h TB13. z~ Supervised and power-limited. /~ If the source is nonpower-limited, maintain a space of 1/4 inch from power-limited wiring or use FPL, FPLP, FPLR, or an equivalent in accordance with the National Electrical Code. 7) Maximum #12 AWG (2.5mm2) wire. Min. #18 (0.?Sram2). NO connections required for ~4CR. Other modules may require connections. No connections required for NCR. Other modules may require connections, SI6A-MCR Control Relay Data Sheet 85001-0239 issue 7.2 Not to be used for installation purposes. Page 3 of 6 Typical Wiring Modules will accept #18 AWG (0,7Sram2), #16 (1.Omm2), #14 AWG (1.50mm~) end #12 AWG (2.S0mm~) wire sizes. Note: Sizes #16 AWG (1.0mm~} and #18 AWG (0.75mm~) ore preferred for ease of installation, See Signature Loop Controller catalog sheet for detailed w~nng requirement specifications AB/4G AB4G AB4G Audible Base Audible Base Audible Base 6254A-003 EOL Relay Listed 24 VDC Nominal Power Supply A SIGA-CRR Signature Controller Optional CR for disabling/disconnecting sounder bose SIGA-MCRR SIGA-CRR Schematic SIGA-MCRR Schematic Notes Z~ Refer to the Signature controller installation sheet for wiring. ~ One Pair of Wires 12a Vdt power) z~ One Pmir of Wires I$ignoture Data) ply [rouble to control panel ~ -~ MCRR, Other modules may Data Sheet 85001-0239 Issue 7,2 Not to be used for installation purposes, Page a of 6 ' Sp'ecifications Catalog Number SIGA-CR SIGA-MCR I SIGA-CRR SIGA-MCRR I Control Relay i Polarity Reversal Relay ['- Per sonal~ty~Td~ ~(Factory Seti ..... i Personali~ Code 8 IFectory Set~ ~ Uses 1 Module Address Description Type Code Address Requirements Operating Current Standby = lOOpA Activated = iOOpA Operating Voltage . 15,2 to 19.95 Vdc (t9 Vdc nominal) Relay Type and Rating Mounting Form "C" 24 VDC: 2 amps (pilot duty1120 Voc: O.S amps 220 Voc tnon-UU: 0.5 amps North American 2~/~ inch (64 mm) deep 1-gong boxes and 1¥~ inch (38 mm) deep 4 inch square boxes with 1-gong covers and SIGA-MP mounting plates Plugs into UIO2R, UIO6R or North American 2Vz inch UIO6 Motherboords 164 mml deep 1-gong boxes , and 1V2 inch J38 mm) deep 4 inch square boxes with l-gang covers and SIGA-MP i mounting plates j High impact Engineering Polymer Plugs into UIO2R, UIO6R or U(O6 Motherboords Construction & Finish Storage and Operating Operating Temperature: 32°F to 120°F (0°C to 49%) Environment Storage Temperature: -4"F to 140% (-20°C to 60°C) Humidity: 0 to 93% RH LED Operation On-board Green LED - Flashes when polled Omboord Red LED - Flashes when in alarm/active Compatibility Use With: Signature Loop Controller Agency Lis~!_n.g_ ~s _ UL, ULC, CSFM, MEA Ordering Information Cata~l?~ N~mber D_escrip~tio~n SIGA-CR Control Relay Nodule (Standard Mount) Ship Weight- lbs (kg) 0.4(0.15) SIGA-MCR Control Relay Module IUIO Mount) 0,1810,08) SIGA-CRR Polarity Reversal Relay Module (Standard Mount) 0.410.15) SiGA-MCRR Polarity Reversal Relay Module Iuio Mount) 0,18 (0.08) 1(0.6l 1 (0.6) R elo ~t¢~d_~Lui_pment __ ___ 27193-16 Surface Mount Box - White, 1-gong SIGA urO2R Universal Input-Output Module Board w/Riser inputs - Two Module Positions 032 (O.151 SIGA-UIO6R Universal InpubOutput Module Board w/Riser Inputs - Six Module Positions 0.62 (0.281 SIGA-UlO6 Universal Input-Output Module Board - Six Module Positions 0.5610,25) SIGA-ABRG Audible I$ounded Detector Base 0.3 (0.151 Accessories MFC-A Multifunction Fire Cabinet - Red, supports Signature Module Mounting Plates 7.0 (3.11 SIGA-NB4 Transponder Mounting Bracket (allows for mounting two 1-gong modules in o 2-gong boxl 0.4 (0.15) SIGA-MP1 Signature Module Mounting Plate. 1 footprint 1.5 (0.701 SIGA-MP2 Signature Module Mounting Plate, 1/2 footprint 03 (0.23) SIGA-NF2L Signature Module Mounting Plate, 1/2 extended footprint 1.02 {0.46) Oata Sheet 85001-02~9 Issue 7.2 Not to be used for installation purposes. Page S of 6 Security T888 378-2329 F 866-503-3886 T519 376 2430 F 519 376 7258 T 852 2907 8108 www gesecurity corn/est of GE Security Signoture Series Overview The Signoture Series intelligent onolog-oddressoble system from GE Security is on entire fomily of multi-sensor detectors ond mounting boses, multiple-function input ond out- put modules, network ond non-network control ponels, clnd user-friendly mointenonce ond service tools. Anolog informotion from equipment connected to Signoture devices is gothered ond converted into digitol signals. An onboord microprocessor in eoch Signoture device meosures ond onolyzes the signol ond decides whether or not to input on olorm. The microprocessor in eoch Signoture device provides four addition(]l benefits - Self-diognostics ond History Log, Automotic Device Mopping, Stond-olone Operotion ond Fost, Stoble Com- municotion. Self-diagnostics and History Log - Eoch Signoture Series device constontly runs self- checks to provide importont mointenonce informotion. The results of the self-check ore outomoticolly updoted ond permonently stored in its non-volc]tile memory. This informc]tion is occessible for review ony time ot the control ponel, PC, or using the SIGA-PRO Signoture Progrom/Service Tool, The informotion stored in device memory includes: · Device seriol number, oddress, ond type · Time ond dote of lost alorm · Host recent trouble code logged by the detector - 32 possible trouble codes moy be used to diognose foults. Automatic Device Mapping -The Signoture Doto Controller ISDCI ieorns where eoch device's seriol number oddress is instolled relotive to other devices on the circuit. The SDC keeps o mop of oil Signc]ture Series devices connected to it. The Signoture Series Dc]to Entry Progrc]m c]lso uses the mopping feoture. With interoctive menus ond grc]phic supporL the wired circuits between eoch device con be exomined. Loyout or "c]s-built" drowing informo~ tion showing bronch wiring (T-tops), device types ond their oddress ore stored on disk for printing hord copy, This tokes the mystery out of the instollotion. The prepc]rotion of os-built drowings is lost ond efficient. Device mopping ollows the Signoture Dot(] Controller to discover: · Unexpected odditionol device oddresses · Hissing device oddresses · Chonges to the wiring in the circuit. i'qost Signoture modules use o personolity code selected by the instoller to determine their octuol function Personolity codes ore downloaded from the SDC during system configuro- tion ond ore indicoted during device mopping. Standalone Operation - A decentrolized olorm decision by the device is guoronteed. On- boc]rd intelligence permits the device to operc]te in stc]ndc]lone (degrc]de) mode. If Signoture loop controller CPU communicotion8 foil for more than four secondsl oil devices on thot circuit go into stondolone mode. The circuit oct8 like o conventionol olarm receiving circuit. Eoch Signoture device on the circuit continues to collect ond onoiyze informotion from its slove devices. When connected to o ponel utilizing stondulone operotion, modules with their "personolity" set os olorm devices (IDC) will olorm should their slove olorm-initioting device octivote. im(]ginc]tion work Data Sheet 85001-0239 Issue 7.2 Not to be used for installation purposes. Page 6 of 6 Security Accessories Overview The MR-Series Multi-Voltage Control Relays offer SPDT or DPDT 10 Amp contacts which may be operated by one of four input con- trol voltages. A single relay may be energized from a voltage source of 2/4 Vdc, 2z~ Vac, 115 Vac or 230 Vac by wiring to appropriate input terminals. Each relay position contains a red light emitting diode (LEDI which indicates the relay coil is energized. Relays may be "snapped apart" from a standard four-module assembly and used independently. These devices are ideal for applications where local contacts are required for system status, remote contacts for control of electrical loads and general purpose switching, They are suitable for use with HVAC Temperature Control, Fire Alarm, Security, Energy Manage- ment, and Lighting Control Systems. Standard Features · Each relay position may be energized from one of four input voltages · Each relay position contains a red LED which illuminates when the coil is energized. This provides a timesaving convenience when checking an installed system; no metenng is required. Single, dual or triple relay modules may be "snapped apart" from a standard four-position master · SPDT or DPDT relays available · Available in dustproof metal enclosures with LED viewing port · Track mounting hardware to facilitate installation in standard cabinets · UL recognized relays rated at 10 million mechanical operations · ULI listed as control unit accessory Multi-Voltage Control Relays MR-ZOO & MR-200 Series "RELAY ON" LED 'SNAP APART" SEAMS LED VIEWING VIEWING -- HOLE MR-201/C MR-101~ Security US. T 888-378-2329 F 866-503-3996 Canada T 519 376 2430 F 519 376 7258 F322 72186 13 Installation Wiring ITYPICAL FOR ONE MODULE POSITIONI SPDT Contacts 10 AMPS @ Input I · Voltage MR-lO1 (MR-lO4) "RELAY ENERGIZED" INDICATOR input Control Voltage MR-20}. {MR-20ql Specifications Power Requiremenim P1R-101 Position 15 ma @ 24 Voc, 24 Vdc, 115 Vt]c, 230 Voc MR-201 Position 35 ma @ 24 Voc, 24 Vdc, 11S Voc, 230 Voc Relays MR-lO1 UL Recognized SPDT MR-201 UL Recognized SPDT Enclosure 18 go. CRS, plated with 1/2 in conduit knockouts (top and bottomt Contact Rating 10 Amps @ 115 VOC Ambi~r~fempemtu~e - :~8"~-o ~.85°F{-S0;~-t~)85;~i .............. Approvals UL Listed control unit accessory Dimensions MR-101/T crud MR-201/T 3.0 H x 2.125 W x 1.5 D in (76 H x 54 W x 38 D mm) HR-IOA/T and MR-204/T 3.0 H x 8.5 W N 1.5 D in [76 H x g16 W x 38 D mml MR-IO1/CondMR-201/C 6.125 H x 325 W x Z.5 Din (156mm H x 83mm W x 64 D mm) MR-~04/C and MR-204/C 6,125 H ×9 5 W× 2.5 Din(156 H × 241Wx 64 D mm) Ordering Information Model Description MR-101/T Single SPDT relay with LED and track mounting hardware MR-101/C Single SPDT relay with LED mounted in metal enclosure HR-104/T Four-position SPDT relay with LEDs (]nd track mounting hardware M R-IOA/C Four-position SPDT reloy with LEDs mounted in metal enclosure MR-201/T Single DPDT relay with LED and track mounting hardware MR-201/C Single DPDT relay with LED mounted in metot enclosure MR-204/'r Four-position DPDT redly with LEDs and track mounting hardware MR-204/C Four-position DPDT relay with LEDs mounted in metal enclosure imagination c]t work Data Sheet 270062 Issue 1,1 Not to be used for installation purposes. Page 2 of 2 Security Strobes, Horns, Bells & Chimes Overview The Genesis line of fire alarm and mass notification/emergency communications IMNEC) signals are among the smallest, most compact audible-visible life safety signaling devices in the world. About the size of a deck of playing cards, these devices are de- signed to blend with any decon Thanks to patented breakthrough technology, GE Security Genesis strobes do not require bulky specular reflectors and lenses. Instead, an exclusive cavity design conditions light to produce a highly controlled distribution pattern. Significant development efforts em- ploying this new technology have given rise to a new benchmark in strobe performance - FullLight technology. FullLight strobe technology produces o smooth light distribution pattern without the spikes and voids characteristic of specular reflectors. This ensures the entire coverage area receives consistent illumination from the strobe flash As o result, Genesis strobes with FullLight technology go well beyond the UL-1971 and ULC S526 light distribution requirements. Genesis strobes and horn-strobes offer :15 to :110 candela output, which is selectabJe with a conveniently-located switch on the side of the device i',lodels are also available that offer fixed 15/75 cd output. The candela output setting remains clearly visible even after final installation, yet it stays locked in place to prevent unau- thorized tampering. Genesis HNEC appliances offer emergency signaling with clear or amber lenses and with optional ALERT housing labels. They are ideal for applications that require differentiation between fire alarm and mass notification alerts, Unique Iow-profile design - The most compact UL-1971/ULC-S526 listed strobe available - Ultra-slim - protrudes less than one inch - Attractive appearance - No visible mounting screws Four field-configurable options in one device - Select 15, 30, 75, or 110 cd strobe output - Select high (default) or Iow dB horn output - Select temporal (default) or steady horn output - Select public mode flash rate [defaultl or private mode temporal flash Fixed 15/75 cd model available · MNEC models available Easyto install - Fits standard l-gang electrical boxes - no trim plate needed - Optional trim plate accommodates oversized openings - Pre-assembled with captive hardware - #12 AWG terminals - ideal for long runs or existing wiring Unparalleled performance - Industry's most even light distribution - h,leets tough synchronizing standards for strobes - Single microprocessor controls both horn and strobe - Low current draw minimizes system overhead - Independent horn control over a single pair of wires - Highly regulated in-rush current - Multiple frequency tone improves sound penetration - lndustry's first temporal strobe output Standard Features Field Configureble Horns end Strobes Genesis Series CE FC HNEC appliances available with clear or amber lenses. Data Sheet 85001-0573 issue Not to be used for installation purposes. Page i of Application Genesis strobes are UL 19714isted for use indoors as wall-mounted public-mode notification appliances for the hearing impaired. Prevailing codes require strobes to be used where ambient noise conditions exceed 105 dBA (87dBA in Canada), where occupants use hearing protection, and in areas of public accommodation as defined In the Americans with Disabilities Act (see application notes - USA). Combination horn-strobe signals must be installed in accordance with guidelines established for strobe devices, Consult with your Authority Having Jurisdiction for details. All Genesis strobes exceed UL synchronization requirements (within 10 milliseconds over a two-hour period) when used with a syn- chronizotion source. Synchronization is important in order to ovoid epileptic sensitivity. NOTE: The flash intensity of some visible signals may not be adequate to alert or woken occupants in the protected oreo. Research indicates that the intensity of strobe needed to awoken 90% of sleeping persons is approximately 100 cd. GE Security recommends that strobes in sleeping rooms be rated at at least 110 cd. WARNING:These devices will not operate without electrical power. As fires frequently cause power interruptions, further safeguards such os backup power supplies may be required. Genesis horn output reaches as high as 99 dB and features a unique multiple frequency tone that results in excellent sound penetration and an unmistakable warning of danger Horns may be configured for either coded or non-coded signal circuits. They con also be set for Iow dB output with o jumper cut that reduces horn output by about 5 dB. Horn-only models may be ceiling-mounted or wall mounted. The suggested sound pressure level for each signaling zone used with alert or alarm signals is at least 15 dB above the overage ambient sound level, or 5 dB above the maximum sound level having o duration of at least 60 seconds, whichever is greater, measured 5 feet (1,5 m) above the floor The average ambient sound level is, A-weighted sound pressure measured over o 24-hour period, Doubling the distance from the signal to the ear will theoretically result in a 6 dB reduction of the received sound pressure level, The actual ef- fect depends on the acoustic properties of materials in the space. A 3 dBA difference represents a barely noticeable change in volume, MNEC Applications Genesis MNEC appliances bring the same high-performance fire alarm features and unobtrusive design to mass notification ap- plications, Available with amber lenses and optional ALERT housing labels, they ore ideal for applications that require differentiation between fire alarm and mass notification alerts Installation Genesis horns and strobes mount to any standard one-gang sup face or flush electrical box. Hatching optional trim plates ore used to cover oversized openings and con accommodate one-gong, two-gong, four-inch square, or octagonal boxes, end European 100 mm square. All Genesis signals come pre-assembled with captive mounting screws for easy in- stallation. Two tabs at the top of the signal unlock the cover to reveal the mounting hardware. The shallow depth of Genesis devices leaves ample room behind the signal for extra wiring. Once installed with the cover in place, no mounting screws ore visible. Field Configuration Genesis Horn/Strobe Temporal horn end horn-strobe models with optional trim plate are factory set to sound in a three-pulse temporal pot'tern Units may be config- ured for use with coded systems by cutting a jumper on the circuit board. This results in a steady output that can be turned on and off (coded) as the system applies and removes power to the signal cir- cuit. A Genesis Signal Hoster is required when horn-strobe models are configured for coded systems. Non-temporal, horn-only models sound o steady tone. Genesis clear strobes and horn-strobes are shipped from the fac- tory ready for use os UL :L97:). compliant signals for public mode operation. These signals may be configured for temporal flash by cutting o jumper on the circuit board. This battery-saving feature is intended for private mode signaling only. Genesis deer strobes and horn-strobes may be set for 15, 30, 75, or ttO condole output. The output setting is changed by simply opening the device and sliding the switch to the desired setting. The device does not hove to be removed to change the output setting. The setting remains visible through o small window on the side of the device offer the cover is closed. Horns and horn-strobes ore factory set for high dB output. Low dB output may be selected by cutting o jumper on the circuit board. This reduces the output by about 5 dB. Wiring Field wiring terminals accommodate #18 to #12 AWG (0.75 mm~ to 2,5 mm=) wiring. Horns, strobes, and combination horn-strobes are interconnected with a single pair of wires os shown below. Data Sheet 85001-0573 Issue Not to be used for instaUation purposes. Page 2 of ~Current Draw Strobes, Horn-Strobes Hulti-cd Woll Strobes IG1-VH) 16 Vfwr ! 125 I -- *G1-VM multi-cd; **G1F-V1575 fixed 15/75 cd ?$ cd* 1LO cd* RMS RM5 255 346 311 392 Typicali 15cd i SOcd 15/75 75cd Current~ RMS ~ RHS RMS ~ RMS ~6vdF"T ~ --[ '~%- - ~ 188 24 Vdc i 59 ~ 82 104 152 16V~r i 119 I 169 223 332 20 Vfwr [ 103 143 189 253 3~yf~r~__ 87 ~__1 ~1~ _ 148 ~9 Wall Temporal Horn-strobes - High dB Setting ~ 50 15/75 75 110 *G1-HDVM multi-cd UL I cd* J cd* ~ cd** I cd* I cd* **GIF~HDV1575§xed15/75cd 110 cd RHS 285 240 191 137 376 331 262 205 Typical 15 cd RMS 75 cd RMS Horns Woll or Ceiling Mounted Temporol Horns (G1-HD) UL Low dB Rating (RMS) 16 Vdc 19 24 Vdc 27 33 Vdc 33 16 Vfwr 37 24 Vfwr 52 33 Vfwr 70 High dB 36 Typical Current RMS 16 Vdc 17 20 Vdc 19 24 Vdc 27 22 33 Vdc 32 26 16 Vfwr 34 30 30 cd 15/75 RMS RMS 135 160 109 137 94 122 72 106 182 247 162 220 20 Vfwr 40 34 24 Vfwr 45 38 33 Vfwr 47 Wall or CeilingHounted Horns Max. Current, UL Designation Voltage Range RMS Regulated 24 Vdc 16 - 33 Vdc 13 mA 110 cd 24 fwr ~ 16 - 33 Vfwr RMS 16 Vdc 102 246 309 20 Vdc 88 193 248 24 Vdc 81 161 203 33 Vdc 74 124 154 352 274 16 Vfwr 393 362 282 232 20 Vfwr 141 24 Vfwr 33 Vfwr 125 144 136 152 203 196 235 201 Wall Temporal Horn-strobes - Low dB Setting UL I cd* / cd* / c~** I cd' cd* 16 Vdt ~12~~4 i ~0 *G1-HOVM multi-cd Typical ~_ 15cd 30cd 15/75 75cd CurrentI _ ~MS ]MS . ~ RMS ~ RM_~ ....... 'i6 Vdc i 96 130 158 243 33 Vdc 56 ~- 71 ~ 100 . 118 16VfwT - 128 .... i§~ -'-~41 ...... 344 20 Vfwr I 118 157 213 266 24Vfwr ~ _ 113 144 195 230 33 Vfwr j 112 137 RMS 11 mA TypicaICurrent RHS 24 Vdc 10 24V dc 11 31 Vdc 12 20Vfwr 9 24 Vfwr 10 UL Nameplate Rating can vary from Typical Current due to GE Security recommends using the Typical Current for system design including NAC and Power Supply loading, Use the Vdt RMS current ratings for filtered power supply and battery AH calculations Use the Vkvr RMS current ratings for unfiltered power supply calculations, are typically rated for current in RMS values. Most of these devices operate based upon the heating affect of the current rent) determines the heating affect and therefore, the trip and hold threshold for those devices. 302 241 197 146 389 343 279 182 197 226 Data Sheet 85001-0573 Issue Not to be used for installation purposes. Page 3 of dBA o tput Temporal Horns, Horn-strobes (G1-HD, G1-HDVM seriesl J ULA64 Average T Peak High dB [ Temporal/ ! Temporoll Setting i Temporal Steady Steady ~ Steady I 91.4 t 94.2 16 Vdc 81.4 85.5 j UL464 --~-verage "~ Peak Low,d8 i Temporal Setting i Temporal I Steady Steady J Steady 8.o.I 8o. 88.3 89. 35 Vdt 82.1 i Steady Tone Horns (GI-P series) i U1464 I Average 1 Peak ~.6 Vdc 77 dBA, min 8S d@A j~ 91. dBA 16 Vfwr 77 dBA, rain 85 dBA j 91 dBA All wlues shown ore dBA measured et ]0 feet 130].mi UL~64 wlues measured in reverberant room Average Sound Output (dBA) (High dB setting, anechoic, 24V, measured at :].Oft) Light output - (effective cd) Percent of UL rating versus angle Specificotions Housing Red or white textured UV stabilized, color impregnated engineered plastic· ~xceeds 94V-0 UL flammability rating· Lens Optical grade polycorbonate (clear) Strobes and horn-strobes are for wall-mount install(]tion only. Horn-only models may be ceiling- or wall-mounted. Nounting Flush mount: 2~ inch (64 mm) deep one-gong box )indoor only) Surface mount: Node127193 surface mount box, wiremold box, or equivalent surface-mount box With optional trim plate: One-gong, two-gang, four-inch square, octegonal, or European single-gong box Wire connections Screw terminals: single input for both horn and strobe· #~-8 to #:~2 AWG (025 mm to 2.5 mm ) wire size Operating environment Indoor only: 32-].20°F (0-49°C) ambient temperature. 93% relative humidity UL 1971, UL 1638, UL 464, ULC S525, ULC S526, CSFN, CE, FCC, NEA. Agency listings/approvals (All models comply with ADA Code of Federal Regulation Chapter ~8 Port 36 Final Rule. I Dimensions (HxWxD) Signal: 4-1/Z" x 2-3/4" x 13/16" (113 mm x 68 mm x 21 mm) Tdmplote: 5" (:L~7 mml; Height - 5-7/8" (149 mm); Depth - W' 113 mm) GI-HD series temporal-tone horns: non-coded, filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR (or coded when horn set to steady tone) G~-HDVN series temporal-tone hormstrobes: non-coded, filtered :16-33 Vdc or unfiltered :].6-33 Vdc FWR (or coded (audible Operating voltage NAC onlyl when used with optional G1N Genesis Signal Noster) Gi-VH series strobes: non-coded, filtered 16 - 33 Vdt or unfiltered ~6-33 Vdc FWR G1-P series steady-tone horns: coded or non-coded, filtered 20-31 Vdc or unfiltered 20-27 Vfwr UL 1971, UL ~.638, ULC 5526: selectoble 15 cd, 30 cd, 75 cd, or 110 cd output Strobe output rating UL 1971:15 cd )fixed ~.5/75 cd modelsl UL 1638, ULCS526:75 cd )fixed 15/7S cd models) G1-VN strobes and G1-HDVN series temporal-tone horn strobes: one flesh per second synchronized with optional Strobe flash rote Genesis Signal Noster indefinitely within 10 milliseconds Ior self-synchronized within ~00 milliseconds over thirty minutes on o common circuit without G1.N Genesis Signal Noster) Temporal setting [private mode only): synchronized to temporal output of horns on some circuit SIGA-CC~S, SIGA-NCC1S, SIGA-CC2A, SIGA-NCCgA, G~N-RN Synchronization Sources BPS6A, BPSiOA, APS6A, APS10A, iO64, iO500, Fireshield Plus 3, 5 and ~.0 zone. Add G:~.N for G~-CVN &G1.-HDVN devices only. G1-HD temporal-tone horns and G1-HDVN series temporal-tone horn-strobes: temporal rate synchronized with optional Horn pulse rote G ~.N Genesis Signal Noster indefinitely within ].0 milliseconds (or self-synchronized within 200 milliseconds over thirty minutes~on e common c_ir ~ ~it_ w!!l~?_t G1N Genesis S i g n~ol _N e st e_ ~LG_~_- P~ .s_t_e e d~y- t o n~e h o_ ~n_s:~c o n t i n u o u s' st eo~dy tone o~nLy_ __ Temporal audible pattern Vz sec ON, ¼ sec OFF, ¼ sec ON, ¼ sec OFF, Vz sec ON, 1.~ sec OFF, then repeat cycle Data Sheet 8S001-057] Issue 10 Not to he used for installation purposes. Page 4 of 6 Fire appliances available with white or red housings. FIRE e Ordering Information Mo~el ___ _~ Housing l ~N_~rki_n~. l_ _-Lens--~ St~r-0~e ........... MNEC appliances available with clear or amber lenses. _ J Hom J ShipWt. lbs(kg) Fire Alarm A iliances [c/w runnir man icon screen printed on housingl il-VH White No~e r~ar .[ SeJ_e_ct_a_ble 15.~30, 75, or 110 cd Strobe only 0.25 10.11) i{F-HD - - F -White FIRE Clear i Horn only Selectable high/Iow dB O_:~? (0 1_1_)_ .... ~ 157~-c8~ ......... Temporal hi/J0 dB-24V 0.25 lOAD ~1F-HDV1575 , White FIRE ~i~a~ ' ~iF-~-DVH i White , None Clear /Selectoble 15, 30, 75, or 110 cd Selectable high/Iow dB 025 (0,11) ...... h--~h~e .... FI-~E Clear-- Ste(~dy Horn (not compatible with Genesis Signal Master) 0.25 (0.111 ~iF-P , ~1F-~1-575 i White FIRE Gear 15/75 cd~ Strobe only 0.25 (O.11) 3~;~ ....... ~-~V~ .... -FIRE Clear Selectable 15, 30, 75, or .1.10 cd_ Strobe only 025 !0,1~1) i~I_-H-B ..... h-~Vh~'t~--- --~n~ ~ee~r ~-~-- I Selectob[ehigh/IOwd8 0.25 (0.11) ' VM I White None Clear Selectoble 15 30 75, or 110 cd [ Selectoble high/Iow dB 0.25 (0,11) ~1 HO ......... '--'- . - ~I-P -- ' ! --v(/~ite '- ~ne--' Clear SteodyHorn(notcompatiblewithGenesisSIgna[Haster) m 025 (0.11) 31RF1~5 ~ ~8 FIRE ~1~ r, ~%~i~ ..... Selectoblehigh/[owdB ~ 0.25 (O.11) ~F-H~V~ Red FIRE ~i~---] 15/75 cd' Tempora~ hi/Ia dB-24V ~ ~ ~ 025 [O.~l ~F-P ~ ~ed FIR~ Cle~[ ~?dY Horn (not compmible wi~h Genesis Signal ~asted ~ T ~ed ~one Clear /Horn onl~ Selectable high/Iow dB 025 GiR-P -- I Red / None C ear JSteady Horn (not compatible with Genesis Signal Masted ~ 0.25 (011) fliances (no runnin man icon on housing( GiWA-HDVMA i White ALERT Amber ~electable A, B. C or D SelectabJe high/Iow dB [ 0.25 (0.11)___ G-/WA H[~¢~C --i W~ --AL~R~ CJ~r Sete~tablelZ,]0~-,orl. 10cd Setectablehigh/IowdB 0.25 I0.11) GZWA-VMA-- i- WI~('~ .... ~L6~T- r ~,r~be~- SelectableA, B, CorO Strobeo~iy 0.25 (01D GiWA-VMC [ White ALERT Clear Selectable 15, 30, 75, or 110 cd Strobe only 025 (0.11l ~_W~JRDVM~' '-- ~ --(,~hit~e '- N~ne -- Cle-~ Selectable 1S, 30, 75, or 110 cd Selectable high/low dB 0.25 (0,11) G1WN-VMA i White None Amber Selectable A, B. C or D Strobe only 025 )0.11( ._. G~WN-vMC Wilii~' I - ~;~& ' I ~l~r i-S~i~-oble 151~0~ ~5, oi-~.'{0 cd --' ..... Strobe only 025 (0,11) Lens Kits GiLI~-A~ ~i N~/A--i. ~-~-~.1 AmJ~ Gi Field reploceable lens kit, omber ~IL~-B I N/A L N/A Blue ~eplaceoble lens kit, blue ~iL~-G .... i- ~7~ .... --N/A ' G-r~n G1 Field replaceable Lens kit, green G1LK-R i .~A N/A_ _R_ed G1 Field replaceable lens kit, red J White None J Red None Trim Plates GIT FIRE G1RT G1T-FIRE i White , Red GiRT-FIRE FiRE GiwT--ALE~r-' .[.__Whi? ] Surface Boxes Genesis Trim PI~ (~or two-gang or 4" square boxes) Genesis Trim Plate (for two-gang or a. square boxes) Genesis Trim Plate (for two-gang or 4" square boxes) Genesis Trim Plate (for two-gang or 4" square boxes) Genesis Trim Plate !for two-g~n_g or 4" ~c]_uare b?~e_s) ........ 0.15 (0.7) 0.15 [0.71 0.15 (0.7) 0.15 (0.7) 27193-16 J White [ N/A j One-gang surface mount box J 1 (0.4) .... ~ These 15/75 cd models provide fixed output and ore not multi-condelo devices. The 15 cd output component complies with UL1971, while the 75 cd output component complies with UL 1638. Data Sheet 85001-0573 issue 10 Not to be used for installation purposes. Page S of 6 Securitw imagination at work Data Sheet 85001-057~ Issue Not to be used for installation purposes. Page 6 of ~USPENC)EC), S ~ ~] I - I N [~ 1 t~-. ~ d'., T FLUO~.ESCENT Li®HT FIXTURE. PEN~ANT ivTOUNTE~'. NO. I"'/[ P-2 T~-E~,] 2- I ~E~-SI -~P BY NEO-~AY PETITE NUA®E ~02'-D,A. WALL ~]~ECT/IN~I~ECT LU~INAI~E. PENTA ~LEX T~, ~E~I~ETE~ NO. BY NEO-~AY ~OUNTE~ FLOU~E¢CENT LIGHT KA~P ~IL[N~-MOUNTE~ LUMINAIRE GRYSTAL GLEAR DY ~TUDIO ITALIA ~I~N (~. ~ALL-~OUNTED FRO~TE~ ~HITE 4" ~O~NLI~HT ~Y N~O-RAY 4" ~E~IU~ BEAM ~O~NLICHT LU~INAIRE~, ~I~ECT/iN~I~EOT. B~ NEO-~AM INdUSTrIAL OPEN PAN LIGHT PIXTU~ DOLLA~ BY SHAPER LICHTIN~ PO~T TO~ LU~INAI~E (2) FIXTURE CONFIgUrATION ~Y ~HA~E~ LI~HTIN¢ LUM~ERE, ~ON-A~JUSTABLE ~P ~OOA ~12, 50~A~20 ~20V, I~, T BY OOOPE~ LI~HTIN¢ ZU~A 120~, [NCAN~E~OENT MOLTA~Z, ~TZP LIGHT, ~OUNT ABOVE FIN~HE~ ~Y O00PE~ LI~HTIN~ N~HAVN ~ALL ~OUNTE~ ~O~N LIGHT, COPPER FINL~H '~OUNTED A~ SHO~N ON ~EOE~E~ ~O~NLI~HT~, ~00 ~ETAL L~5 F~ISNEL ~LASS LENS, ~UA~TZ ~EST~I~5 B~ HALO V V V v Truss To SS I TOP C:;HoRD-L~vE: (40 PSF Const-ruc~io%)(-14 PsF'Snow) ] ITOP CHORD DEAD: 15 PSF I II WIND AND SNOW Wind V: 120 mph exp: C Iw: 1.15 S now: Pg: 20 PSF Is: 1.1 Gt: 1.0 Spacing: 2' o.c. AL OF OR HIS LL ,IST 'OU, 8 ooj ~2 24' 2 I/4" GAB01 Gables are dropped for 6" outlookers. Bottom of truss 10'4" 24' 6 1/4" TOWi~J 0F ~;0!JrHOL0 M E T A L F R A M I N G, L L C the supporting ~rocture, Designem of suppor~ng L 24-6-4 GAB01 T01 T01 'T01 T01 T01 TO1 T01 T01 T01 T01 T01 T01 T01 GAB01 8-0-4 0 0 ~ 0 0 ~ 1-9-4 -0-0 -0-0 )-0 >_-0-0 I-0 I-0 -0-0 !-0-0 '.-0-0 -0-0 I-0 -0-0 -0-0 )-0 1-9-4 GC has verified all dimensions. T01 Bottom10, of truss t 24' 6 1/4" L q - 8-1-2 STEELE TRUSS COMPANY,, INC. 118 Trade Rd, Plattsburgh~ NY 12901 CUSTOMER ]OB: Santorini Garage SCALE: 3/~6": 1' - UNO 0 T0',i ~i 0F Bottom of truss 10' SHOP 'DRAWING APPROVAL THIS [AY0UT ISTHE S0~E soURc~ FOR'-FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHTrECTURAL OR OTHER TRUSS LAYOUTS. REVIEW AND APPROVAL OF THIS LAYOUT MUST BE RECEZVED BEFORE ANY TRUSSES WZLL BE BUILT. VERZFY ALL COND[TZONS TO INSURE AGAINST CHANGES THAT WZLL RESULT lIN EXTRA CHARGES TO YOU. Date.' - - App_rov_edlo¥:_ %- _ _ ' _-. - ..... Page 1 of 1 ThyssenKrupp Elevator Americas Architect Direct Pro Architect Direct Pro Traffic Analysis DIrectSpec & Drawings Product MASTERSPEC® Escalator Specifications AIA Continuing Ed View All Models Annual Report Contact Careers Search ThyasenKr upp Elevator AG Products Services Modernization ITS Sustelneblllty Fleetwood 21 Conventional Speed 80 100 125 150 175 Clear Overhead 12'-0" 12'-0" 12'-3" 12'-3" 12'-3" M ax Rise 60' - 0" 60' - 0' 60' - 0" 60' - 0" 60' - 0" Mln Pit Depth 4' - 0" 4' - 0' 4' - 0" 4' - 0" 4' - 0" Front Front I Rear Door Type Single Speed (RH/LH) Standard Car Height 7'- 11" 7,- 11" Clear Inside Width 5' - 8" 5' - 8" Clear inside Depth 4* - 3" 4' - 3 1/2" Door Width 3' - 0" 3' - 0" Standard Door Height 7' - 0" 7, - 0" Hoistway Width T - 4" 7' - 4" Holstway Depth 5' - 9" 6' - 8 Travel limitations vary depending on model. Car Top Railing: If required per rule 2.14.1.7.1 of the ASME A17.1 safafy code, clear overbead becomes 12'-5" up to 100 fpm or 12'-8" over 100 fpm. 20O 60'- 0" Safety beams are required by OSHA 1926.502, provided and installed by others as directed by TKE. Clear overhead dimensions shown are to the bottom of the beam; the beam may not encroach into these required clear overhead dimensions. For multiple etavators, add 4" for a divider beam between hoistways. ITKE Spec~Drawlngs http://www.thyssenkruppelevator, com/HTML/ProductDim.asp?id=29&ej acktype=Convent... 5/28/2010 SHAPER' 906-PT SERIES The 906 Post TOD luminaire features an ;qdirect bowl with a soft 'glowing" MATERIAL INSTALLATION Post: 3 5/8" Diameter Pole mounted on a 10' H x 24' W sand hand hole Ir lense. Aluminum wnn a ~aintad finish BALLAST One (~) iow tempe~sture (O~F.-18°C) AC electronic ballast. Two (~)?OW electronic metal halide 906-PT= CFL/2 120V CA(standard), ~ CA(standard), DJreot/Indirect (~/~2/42W-Tdple) 277V 81CBM, CC, DP, BK.BM, CC, DE Luminaire INC/Zf75 347W GM, GRM.GY. GM. GRM. GY. MW2/70 SM, WH SM. VG.WI~ 982-PT SERIES The 982 Post Too luminaire featuras a n erchitectoral wedge in a one or two fixture cordigurat[on. Samoie Number: 982-PT-1 oCFUg-277V-GRM-GM*14-4 MATERIAL Po~ 3 5]8' Diameter seammss copper tabe attached to a sar~ cas~ oronze ease,covered by aspu~ copper alloy cover. Rxtum: Available WiQI 0tie Il) or ballast. 0he two (2) 10 1~8' H x 11' W formed natural copper alloy housing with either p refractive glass lense (MH LAMP/SOCKET - ~;~ (g) 26W (GX24q-3~ba~e), 32W (G~,24q-3 b a se)~ r ~I2W [GX24q'4 one (1) 70W or 100W E~'~ metal halide lamp or two ~2175W A-19 incandescent larD,s. CFLsooilet injection molded plastic,Ml~and INC socket fired ceFamicTatad for' ~ Supplied with; 9~2-PT = Architectural ! =1 Rxlure - CFL/2 120V Wedge Lum[l~aire 2 = 2 Fixtures 26/3~42W-Triple) 277V~ NC/2/75 347Vz BK. BM. CC. BY. BM. CC, DR 3R GM. GRM GM. GRM,GY, 10'.4" GY SM. WH SM. VG, WH 11 BN FINISH AND PH details and e TGL COOPER LIGHTING HALO® M700 7" Aperture Magnetic Ballast Mete~ Halide HPS HID Housing Magnetic Ballast RECESSED DOWNLIGHTING · Non-lC Housing · Metal Halide or HPS Ballasts · May be used in insulated ceilings but insulation MUST be kept 3" from all sides of fixture DIMENSIONS 9 1/8" i231mm] 1/2" [13rnrn] DESCRIPTION A Iow brightness 7" aperture recessed downlight for use with Metal Halide or HPS lamps. Alzal~ specular reflector or black Coilex Baffle minimizes aperture brightness and provides a 45° visual cutoff to lamp (depending upon socket position). Socket cap adjusts for high or Iow settings, providing normal or wide distribution (cutoff varies with socket position). Suitable for downlighting where a smooth pattern of light is desired--public areas, lobbies, stores and reception areas. Visually, this luminaire provides a uniform beam with a smooth edge. Reflector Specular clear or gold A[zak® reflector, .040 spun aluminum. Baffle is seamless black Baffle. Trim Ring High impact polymer with satin white finish. Socket Cap Heat dissipating die-cast .080 aluminum. Adjusts and locks without tools for normal and wide beam distributions. Plaster Frame Precision die stamped steel frame. Bar Hanger brackets on four sides. Trim supports adjust to accommodate ceiling materials up t~ 1 1/2' thick. Bar I~la rigors Two piece bar hangers accommodate joist spacing up to 24". Bar hangers can be repo~itioned 90° to simplify clearance for wiring. Conduit Fittings Die-cast screw tight connectors. Junction Box U.L. !isted for four in, four out #12 at 75~C pull through branch wiring. Positioned on ballast mounting bracket to allow straight Corlduit runs. Knockouts for eight 1/2" and one 3/4" conduits. Access to junction box by removing reflector. Socket Medium base porcelain socket with nickel plated screw shell (shipped with ballast). Ballast Quick mount plug-in magnetic ballast with dual tap. Ballast secures to mounting frame with spring lock. Order separately. HPS 611S =35W HPS (120V) 620S =50W HPS (120/277V) 630S =70W HPS (120/277V) 638S =70W HPS (120/347V) 640S =100W HPS (120/277V) 648S =100W HPS (120/347V) Metal Halide 720S --50W M H (120V/277) 730S =70W MH (120V/277) 738S =70W MH (120V/347) 740S =100W MH (120V/277) 748S =100W MH (120V/347) Labels U!-/cUL ~isted for damp location UL/cUL listed for Feed Through 1700 Specular Reflector · Full open reflector · Lamps: M7OOT-6 ~.:1.$ 35W HPS (120V only) ~47OOT-62OS 50W HPS M70OT-630$ 70W HPS MTOOT-638S 70W HPS M700T-640S ~ M700T-648S OD: ~ 8-1/4' [210mm] ~ OD~ 1700G White Trim with Gold Specular Reflector 170OP White Trim with Clear Specular Reflector 1705 Specular Reflector with Tempered Glass Shield , Full re0ector with tempered glass shield for use with metal halide lamps · Lamps: MTOOT~720S 50W MH M700T-730S/738S 70WMH , M700T-740S/748S 100WMH [210mml 1705G White TrimwithGold Specular Reflector and TemperedGlass Shield 1705P White Trim with Clear Specular Reflector and Tempered Glass Shield COOPER LIGHTING wall Weblink Project page 155 292, 358, 382 that stray light is controlled, and direct a small amount of light onto/he top side of the shade for self-igu- Finish Copper, brushed. Natural painted aluminum, powder coated. White, wet painted. Material Shades: Spun aluminum or spun coppeE Enclosure: Clear glass or partly frosted glass. Top: Spun aluminum spun copper Mounting plate: Die cast aluminum. Mounting box cover: Spun aluminum or spun copper. Copper plated, red blass m steel. Mounting Surface: Mounted directly to fi~lished surface over a recessed 4~ octagonal )unction box. Weight Max. 11 ibs. Label cUt, Wet location. IBEW. 12.2~ Product code Light source Voltage Finish NYW 1/18W/CF GX24g-2 120-277V COP 1/100W/A*19/CL medium 120V NAT PAINT ALU WHT SAMPLE NUMBER: 61Z-SOPAR20-1ZO-BK 612 Drive-overrated, non-adjustable uplight Halogen 3SPAR20' 35W/~AR20/medium 5OPAR20 50W/PAR20 / medium ~ 118imm) Painted BI( Black BZ Bronze CS Ci[y silver ~E Verde I~r White Mete/ r{BR Brass r~BZ Bronze SAMPLE NUMBER: 634-50~AR2~129-NBR Drive-over rated, non-adjustable uplight Ha/ogen SOPAR20 50W / PAR20/medium Thermally rated for use outdoor in wood decking (35W max.} Brass Thermally rated for u outdoors in wood decking ? Tamper-resistant hardware LUMli:RE' BOCA 612 50W {maxt PAR20 Halogen Line Volt_age FEATURES · Non-adjustable upgght · Stainless steel recessed housing · Aluminum, brass or bronze trim ring · Staiteess steel hardware · Drive-over rated to 50gO~ · UL / cUL listed · Three (3) year warranty SAMPLE NUMBER: 635-7SPAB3~-120-NBR · Th rea {3) year warranty 635 Drive-overrated non-adjustable updght Halogen 50PAR3O' 50W / ?AR30 / medium 75PAIL10 75W/PAR30/medlum Metal NBR Brass Thermally rated lor use outdoors in wood decbing (50W max~ Tamper-resistant hardware BOCA 635 75W (max) PAR3O Halogen Line Voltage FEATURES · Non-adjustable uplight · Stainless stee~ recessed housing · Die-cast brass trim ring & cogar · Stainless steel hardware · Drive-over rated to 5000# · UL/cUL listed · Three {3) year warranty COOPER LIGHTING · ,- LUMli=RE® SAMPLE NUMBER: 1203-1NC13-12-BK Incandescent 1203 Aluminum/rotates360=/ INC13 13W/TS/wedge surface mount ADA*COMPUANT Painted BK Black BZ Bronze CS Citysilver ZUMA 1203 13W Imax) T5 Incandescent LOW Voltage (12V) SAMPLE NUMBER: 1204-1NC18-12-BK VE Verde WT White FEATURES · Cast aluminum 'eyelid' rotates 360° · Sudace-mounted machined alum. base · Stainless steel hardware · ADA compliant · UL/cUL listed · Three (3) year warranty 12~4 Aluminum/ INC18 18W/SS/D.C, bayonet AOA-COMPUANT BK Black BZ Bronze CS CitysiNer VE Verde SAMPLE NUMBER: 1206-~MR1G-12-BK 1206 Aluminum/ 50MR16 50W/MR16/GUS.3 ADA-COMPUANT Painted BK Black 8Z Bronze ~S City silver Verde Whffe 471/16- ZUMA 1206 50W Imax) MR16 Halogen Low Voltage 112V) FEATURES · Die-cast aluminum 'eyelid'rotates 360° · Recess-mounted machined alum. base · Stainless steel hardware · ADA compfiant · UL/?UL listed · Three (3) year warranty SHAPE:R' '91 '1 SERIES The 911 Garden Bellard features ~ frosted glass jar with two distinct shade ootions offered intwd sizes. The various shade )o~ons provide a soft 'glowing' effect with' e~ther amp~echnolog¥. Ga den Lum na,re HHS= CURVED SHAD~ (CS WITH DECORATIVE SLEEVE DS} NBZ DS MATERIAL Post and Fixture: Optional natural copper or aluminum sleeve. The sand cast collar and SUDDOrt arms are natural glass jar. Optional Curved Shade Options: Soun .32" natural bronze ~arge curved shade (LCS) 5' H x T 2' dia.. or spun snaoe ICS) 2 3/4' H x 10" Hipped Hood Shade Opfiofis: Formed .32' rtiflish INSTAM-ATIQN Mounts to a 1~'2' I:P. pipe (suppried by other~). Bagast mountedin LAMP/SOCKET One (1) 13W Quad (G24q- 1} 4-pin (:FL lamp, or one incandescent lamp. CFL socket injection molded elastic. INC socket fired ceramm rated for rKV Lamps furnished t r FINISH AND OPTIONS See page 1020 for finish details and options. The 982 Bo~lard features an a rchitsctural wedge in a one or two fixture configurafioh The fixture(s) provide a direct, g~are free sYmmeWical dls~rib~ortw~th either lamp technology. Architectural U = POST 2 Wedge Borlard W = Wood Post~ IN0/l/75 'Post:¥ Squ~re AJuminum AFoncP~U posts are Post (AP)with an mou~ted on ~ase plate aluminum base p~ate, wlthfoL.~ 3/8" x ti' aluminum post w~ an feeds t~?Ough the center aluminum base plate, ofthe ba~e. Supplied lense (CFL). Optional clear One (~) or two (2) 26W te?ero? enseto quaa ;{347V-Canada} ballasL diners. FINISH AND OPTIONS See p~ge 1020 for finish details and o~tions. OK, OM, CC, DR G GRM, GY, SM, vg, WH TGL COOPER LIGHTING I // ._~ ~ R£ACT,ONS ~ ooo u,,._, LO~E~ L~EL ~ ~ ~ ~ ~ ~EW A-A EL~ATION ~ ~ COMPOSITE FI 128183 1 ~ 1 DB-12818~ ~ I ~~~ ~ [ "~x ..... 0 0 0 x.~,~ UPPER L~ ' [ t ~_ ~,r<> ' -' --' ~ ~ ~ ~ ~' ~ ~ ~.~ ~,.,,. ~EW A-A EL~ABON ¢ COMPOSITE FlOR PLAN 5 UPPER LEVEL LOWER LEVEL VIEW A-A ELEVATION SCALED: NONE SCALED: NONE oOo f COMPOSITE FLOOR PLAN SCALED: NONE GENERAL NOTES REACTIONS MATOTo INC. THE FOLLOWING ITEMS MUST BE CONSIDERED BY THE PURCHASER: ALL MATERIAL (UNLESS OTHERWISE NOTED) IS IN ACCORDANCE WiTH ASME Al7.1. THE PURCHASER MUST PROVIDE THE FOLLOWING IN ACCORDANCE WITH ASME A17.] CODE REOUIREMENTS OR LOCAL CODE REQUIREMENTS WHICH- EVER ARE MORe ~TRINGENT. HOISlWAY: 1. A CLEAR HOIS1WA¥ OF THE DIMENSIONS SHOWN, PLUMB TO WI~IN 1' TOTAL HOISTWA¥ SHOWN IS MINIMUM. ANY OUT-OF-PLUMB CONDITION MUST NOT ENCROACH ON HOISTWAY SIZE [NV~PE FROM TOP TO BOTTOM. 2. VENTING OF HOISI~AY AS REQUIRED BY CODE. 3. A DRY Pit, REINFORCED TO SUSTAIN THE VERTICAL LOADS AS SHOWN. 4. OMu ~LU 5. A PIT LADDER FOR EACH ELEVATOR Of NON--COMBUSTIBLE MATERIAL, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH CODE, AND EXTENDING FROM Pit FLOOR TO 48 INCHES ABOVE SILL OF LOWEST HOIS~Ay DOOR. 6. ADEQUATE SUPPORTS FOR GUIDE RAIL BRACKETS, TO SUPPORT HORIZONTAL LOADS AS SHOWN. SUPPORT LOCATIONS MUST NOT EXCEED SPACING AB REQUIRED BY CODE, AND AS SHOWN. WHEN MAXIMUM SPACING IS EXCEEDED, RAIL REINFORCEME]~T, OR ADDmONAL SUPPORTS MUST BE PROVIDED AT PURCHASER'S EXPENSE. 7. GUIDE RAIL SUPPORT LOCATIONS MUST BE STEEL, BRICK, CONCRETE, OR CONCRETE BLOCK. INSLI~I~, IF USED ARE SUPPUED AND JNSTAi i. Fn BY OTHERS, IN LOCATIONS SHOWN, AS WALLS ARE ERECTED. IF RAIL BRACKETS ARE A'ri'ACHED TO 3JLLL BEAMS, FIRE-PROOFING IS TO BE APPUED AFTER RAIL BRACKETS ARE INSTN I 8. PROJECTIONS OR RECESSES IN THE HOIS~AY OF FOUR INCHES OR MORE, ON SIDES HOT USED FOR LOADING OR UNLOADING, SHALL BE BEVELED AT AN ANGLE NOT LESS THAN 75 DEGREES FROM 'IHE HORIZONTAL. 9. A HOIST BEAM, HOOK, OR EYE BOLT SHALL BE FURNISHED AT THE TOP OF THE HOIS'~AY. LOCATED ON CENt~'LINE OF CAR AND GUIDES--DESIGNED FOR A LOAD 10. ENTRANCE WALLS ACCL~'UHO PASSENGER TYPE ENTRANCES ARE TO BE ERECTED (OR ROUGH OPENING AS SHO~ I~r~ IN) ~ DOOR FRAMES AND SILLS ARE INST~J~FTt. 11. A SUitABLE SILL SUPPORT AND RECESS AS SHOWN, FULL WIDTH OF THE HOIS~AY, GROUTED BY OTHERS A~II:J~ DOOR SILLS ARE INSTAIIFn 12. REQUIRED SLE~ IN HOIS~AY WAIL, OR ANt' TRENCHING AND RUING, FOR OIL MNE AND WIRING DUCT FOR EACH ELEVATOR AS MAy BE REQUIRED. 15. ANY CUI'FING AND PATCHING OF BUILDING CONSTRUCTION REQUIRED TO INSTALL SIGNAL FIXTURES, OR OTHER ELEVATOR APPARATUS, AND ANY REPAIRS, GROUTING, PATCHING, OR PNNTING MADE NECESSARY BY SAME. 14. BARRICADES AS MAy BE REQUIRED, FOR SAFETY. DURING CONSTRUCTION. 15. A MACHINE ROOM PROPERLY LIGHTED AND VENTILATED pER CODE REQUIREMENTS WITH TEMPE]~ATURE MAINTAINED BE1WEEN 6§ TO 95 DEGREES FAHRENHEIT. DOOR OF SIZE TO PERMIT ACCESS FOR HYDRAUUC MACHINE, TD BE SELF CLOSING AND LOC:KING, BUT OPENABLE FROM INSIDE WfTHOUT KEY. (ALL ELECTRICAL WORK TO BE IN ACCORDANCE WITH ASME AND NEC). 16. A FUSED DISCONNECT SWITCH FOR EACH ELEVATOR, OF AMPLE CAPACITY, Wi~ WIRING TO 'IHE ELEVATOR MOTOR STA~Itg CONTROL. DtSCONNEC'nNG MEANS SHALL DISCONNECT ~ NORMAL POWER SUPPLY AS ~ AS ANY EMEROENCY PO~ SUPPLY IF PROVIDED. 17. LIGHT AND SWitCH IN ELEVATOR MACHINE ROOM, ~ SWITCH LO~TED ADJACEI~IT TO ACCESS. STANDARD DUPLEX OUTLET (110VAC 15 AMP) IN MACHINE ROOM. 18. UGHT, S~ITCH, AND CONVENIENCE OUTLET (110 VAC) IN ELEVATOR PIT, LIGHT SWITCH 19. SUITABLE 110 VAC SERV1CE IN THE HOISTWAY. MIDWAy OF TRAVEL (SEE SHEET .3) OR CONNECTED TO TERMINAL~ IN ELEVATOR CONtrOLLER FOR CAR UOHT S~E (ELEVATOR CONTRACTOR'S OPI~ON). 20. HEAT AND PRODUCT OF COMBUSTION SENSORS LOCATED IN EACH ELEVATOR LORBY NECESSARY WIRING TO ELEVATOR CONTROL PANEL WHEN F1RE SERVICE IS SPECIFIED. 21. TELEPHONE INSTRUMENT IN ELEVATOR CAR, AND WIRING FROM BUILDING SOURCE TO ELEVATOR CONTROL PANE[_ 22. FURNISHING OF ANY INTERCOM, PAGING, OR TELEVISION SY~J~IS INCLUDING WIRING FROM BUILDING SOURCE TO ELEVATOR CONTROL PANEL. 25. IF EI.EVATOR IS EQUIPPED WITH A DAHL;~Y EMERGENCY LOWERING UNit, AN AUXILIARY CONTACT IS REQUIRED ON MAIN POWER DISCONNECT IN ELEVATOR MACHINE ROOM, THESE CONTACTS (SUPPMED BY OTHERS) SHALL BE U.L APPROVED AND LOCATED IN DISCONNECT. 24. NECESSARY POWER FOR INSTALUNG, ERECTING, AND TEST1NG, WITHOUT CHARGE. 25. ANY FEATURES OR EQUIPMENT REQUIRED, BUT NOT SPECIFICALLY SPECIFIED AS BEING FURNISHED BY ELEVATOR CONTRACTOR. 26. A SECURE AND DRY SPACE TO STORE ELEVATOR EQUIPMENT AND TOOLS BEFORE AND DURING CONSTRUCTION. CLASSIFICATiON CAPACnY (LOA~;NG) PLATFORM SIZE SPEED FLOOR HEIGHTS SPECIFICATIONS HOlE:LESS (DUAL TWO STAGE TELESCOPIC) 2ooo / 6'--0" WIDE x 5'-1" DEEP 125 FPM AVG. 122 FPM UP 127 FPM DN 24'-0" 12-0 MAX. TRAVEL- 26'-0~ 12 -0 TO 15'--8" MINIMUM OPERATING FEATURES - SIGNALS - FIXTURES FIRE SERVICE MASS. EMT SERVICE R. P. R. EMERGENCY POWER INTERFACE [] NONE J [] PH I&:ll 1m~o.n"E ~ [~]NOT REQ'D []NOT REQ'D []REQUIRED J~]NOT REQ'D []REQUIRED ~OR NUDGING [~]NOT REQ'D ~ B ACCESS [~NOT REQ'D CLEAR OVERHEAD .' OVERTRAVEL 12" HALL P.I. [~J NOT REQ'D [] REQUIRE'O-~ E~CH LA~DI?G REFUGE SPACE 4'--8" ~ CAR P.I. STANDARD W/ PASSING FLOOR GONerS, , ,~,;ii : ~ CLEARANCE 5'--7" ' BOTrOM RUNBY BUFFER STROKE PIT DEPTH coLL JACK HEIGHT JACK CONN. HT. [] RATFERY [] GENERATOR [] LOWER ~,I-Y [] RUN [] REQU,R : [] REQUIRE~ 15'-1 5/8" 6 5/8" No. Of LANDINGS 3 No. OF OPENINGS FRONT OPNG AT 1 ~ 2 .~w~ DOOR 'I'~:'E SINGLE SUDE- LEFT HAND DOOR SIZE 3'--0' WIDE x 7'-0" HIGH TECHNICAL DATA POWER SUPPLY 208V-SPH-6OHz POWER UNIT SUBMERSIBLE PUMP/MOTOR 210-40 - 50HP - 21760 BtU/hr 'tYPE Of START SOUD STATE CURRENT REQUIREMENT POWER SUPPLY FULL LOAD AMPS LOCKED ROTOR~ hp 208V/SPH/6OHZ 92 FLA 417 LRA WORKINg PRESSURE 383 PSI(MAX) PLUNGER-CYL CLEARANCE- 1/2'i ~ACK SECTIONS ONE PIECE JOINT O.D.-N/R PLUNGER LENGTH 14'-3 1/2" (UPPER STAGE 13'--11 7/8' (LOWER STAGE) CYLINDER LENGTH 13'-11 1/2" ~ 0.O. ~1ST~(2)3.750" PUJ~ O.D. Id ST~(2) 2.500" (SOLID) I~ JJN. L 2nd STN~0.250' HANDICAP GONG [] C.D.I. WITH [] LANTERhL'_~JI~ ~H~N~JCAP ~GONG GONG ~0~ ~E PU~ OF ~E IN~NI~ ~ATOR EOUIPME~ MU~ C~EDI~ ~D PRO- ~DE ~E BUI~ING DIM~IONS/C~R~CS S~N ~ ;~ ~NOS. ASME/ANSI A17.1-2004 FOR NEW i¥ORK NOBLE ELEVATOR RONKONKOMA, NY Tr AJ3 II AN CYIIINDER O.D. (2) GROSS LOAD SIDE STILE 6"[ X 8.2f PER F'I' :YUNDER WALL (2) 0.250" ~ WEIGHT 2646ti GUIDE RAILS 12~/ft GUIDE SHOES ADJ./NYLON INSERT VERTICAL REACTIONS SEE NOTE 3 AT EAJACK (2) ~298/ J AT EA BUFF'ER (2) 7117f HYDRAULIC PASSENGER ELEVATOR LAYOUT Fyy SEISMIC ZONE-2 HORIZONTAL GUIDE 'PAIL REACTIONS SEE NOTE 6 Rx= 140t SEISMIC fxx . 654i/j Ry= SESMC Fyy-521t~ GENERAL DATA DOOR OPERATORI G.A.L. - MOVFR PHOTO EYES J FULL HEIGHT INFRARED DETECTOR OPERATION SIMPLEX SELECTNE JCONTROLLER--WRGINIA CONTROLS SANTOR/NI' TRAINING CENTER CUTCHOGUE, NY EHASZ GIACALONE ARCHITECTS REVISION RECORD DESCRIPTION OENERAL CONII~ACTDR J I SHEET No. 1 7 309 T T2003H 1 OF 4 I I I PIT LADDER (B~ G.C PIT LIGHT & SWITCH (BY ELEC. CONTR.' PIT STOP SWITCH (BY ELEV. CONTR. HALL 7 6 314' 4 5/16' 3 518" BUFFER -(2 LOCATIONS) LIMiTS DUCT ~ / ~ 24"x1B" i //-- BY G.C. N JACK TAPE SELECTOR C.O.P. w/EMER. C P I LIGHT & .,.L-__'-_"'_,. PROWS,ON L ....... J L .... J IZZZ~HALL P.I.i~-~ AT LANDINGS AS SHOWN ON SHEET 1 of 4 __ 11 "_1_ 3'--0' CLEAR OPNG .[, 3'-5' '- AT ALL LANDINGS G.C. TO BUILD FRONT WALL AFTER ENTRANCE FRAMES ARE SET B" _ _ I 6'-0# PLATFORM . I 6'-0 1/2' BACK TO BACK STILES _- _-Ii_ 6'-2 1/2' D.B.G. -'I- L 6'-7 5/8" B.B.G. 6'-8 3/4" JACK TO JACK C/L '1 7'-4" MINIMUM CLEAR HOIS~/AY 7 6 3/4' 4 5/16" i 3 5lB' NOTE: IF A 1 6"x7" PIT LADDER IS REQUIRED AS SPECIFIED IN ASME A17.1, A RECESS MAY BE REQUIRED IN HOISTWAY WALL. PIc~ View 0 Lo~uest Lc~woIi~g SCALE : NONE (DEPICTING FEATURES AT VARIOUS LEVELS) 1-20-11 JSM REDRAWN A SUMP OR DRAIN IS REQUIRED IN THE PIT WITH PROPER DISCHARGE AS PER ASMEIANSI A17.1, RULE 106.1(b). IF THE JOB SITE IS IN A SEISMIC RISK ZONE 2 OR GREATER A PIPE RUPTURE VALVE IS REQUIRED AT THE JACK UNIT IN ACCORDANCE WITH ASME/ANSI A17.1, PART 24. AN AREA OF 5.49 SQUARE FEET (NOT LESS THAN 24 INCHES ON ANY SIDE) IS TO BE LOCATED ON THE CAR TOP WHERE 45 INCHES MINIMUM OF VERTICAL CLEARANCE EXIST WITH THE CAR AT ITS MAXIMUM UMIT OF TRAVEL THIS REFUGE SPACE IS TO BE MARKED ON THE CAR TOP USING A CONTRASTING COLOR. (SEE ANSI/ASME A17.1, RULE 300.Sg) THE RAIL FOR THIS JOB IS APPROXIMATELY 16'-0' LONG. MAKE SURE 3HAT THIS LENGTH COMPONENT CAN BE MOVED THROUGH THE JOB SiTE INTO THE HOIS3WAY. D~NL HYDRAULIC PASSENGER, DUAL TELESCOPIC JACK, THREE STOP, FRONT OPENINGS CONTRACT No. T2005H ISHEET No. 1 7309T I 2 oF 4 2m 8 3_3_3_3_3_3_3_3_3_~% CLETR~CE 12'-0# 12'-9" GUIDE RAIL CLEARANCE II ~ 4'-8" , · REFUGE SPACE ,I 8'-8' TO CROSSHEAD 8'-0' CAB HEIGHT 7'-0" CLEAR OPNG ('fYP.) 13'-1 5/8' JACK CONNECTION HEIGHT A.F.F. 13'-8' MINIMUM CLEAR OVERHEAD .I- 4 1/8'"' PLATFORM 6' BOLSTER 12' O.T. 12'-0" 16'-0" GUIDE RAIL .I- l-D_ 12'--g' GUIDE RAIL ANCHORED RAILSTo PIT ~OOR-~J 12'-0' 12'-0' 6' Bo'rroM RUNBY r J 24'-0' TOTAL FLOOR TO FLOOR TRAVEL 12'-0" 2 1/2' BUFFER STROKE ~-< SEE SILL THIS PAGE 4'-0" PIT DEPTH J uJ > 4' x 4' x 3/8' SILL SUPPORT ANGLE ~-FULL WIDTH OF HSTW BY G.C. ~o~- Ho'Ls~:~vwo Sectio~ "A-A" (FROM SHEET 2) (DO NOT SCALE DRAWING) 1-20-11 JSM REDRAWN PROJECT HYDRAULIC PASSENGER, DUAL TELESCOPIC HOLELESS JACK, THREE STOP, FRONT OPENINGS CONTF~CT No. T2003H J SHEET No. 1 7309T I oF ,, ELEVATOR POWER FUSED DISCONNECT SWITCH BY ELECTRICAL CONTRACTOR LOCKABLE FUSED DISCONNECT FOR 1 IOV AC ELEVATOR LIGHTING (BY ELEC. CONTR.) 7'-8 3/4" CLEAR MACHINE ROOM 16o GAL. ~ (C) ~~-~MACHINE ROOM ~ ' VENTED BY G.C. ~ RISER TO JACK II OUTLET LEVEL HOISTWAY ~ IN PIT ~-,~'~ 2" NOM. I.D.: 2.375"/ I r~----I O.D. ASTM SCHD-' L 40 VlCTAULIC OIL LINE VENTILATED, ~//,,~ TEM PERATU RE CONTROLLED MACHINE ROOM SEE NOTE 15 F, RE EXT,NG. my G.c.) \\ ~ 3'-O"W x 6'-8"H MINIMUM SELF- \\ ~ CLOSING, KEY LOCKED DOOR, \\ ~-OPENABLE FROM INSIDE WITHOUT ~ n- KEY. (BY GENERAL CONTRACTOR) ,..,,. ~ o -r LIGHT & SWITCH ~i;] --(BY ELEC. CONTR.) ~ 2'-6" 47 1/4" POWER UNIT J MANUAL S.O. -':'~,~. ~ J / -VALVE ~ , ~ : POWER UNIT · *~: ~. SEE SHEET 1 ~FOR HEAT~ ~ n° c~ OUTPUT MACHINE ROOM AT LOWEST LANDING (DO NOT SCALE DRAWING) (ACTUAL MACHINE ROOM CONFIGURATION MAY VARY) 1-5-11 JSM REDRAWN 1-20-11 JSM REDRAWN OIL LINE MATERIAL 2" SCHD 40 PIPE HIGH PIPE STAND UNISTRUT PiPE CLNaP ASSY ¥ WEDGE ANCHOR looo~ v~cr. aALL VALVE PARTS BOX GRADE ~r' VlCT. COUPLING 2' 90 DEG. ViCT. ELBOW VlCTAUUC TEE SHIPPED VICT. PIPE RUPTURE VALVE INSTALLATION NOTES 1. CUT AND GROOVE SUPPLIED PIPE AS REQUIRED TO MAKE RUN FROM JACK OUTLET TO PO~ UNIT IN ADJACE~ MACHINE ROOM. 2. USE ANTI-SEIZE TAPE OR COMPOUND ON ALL THREADED JOINTS. 3. USE MNE COUPLER AND 3# LONG NIPPLE TO MA~E ~ICTAUEC CONNECTION TO JACK AND POWER UNIT AS REQUIRED. 4. LOCATE SUPPMED PiPE STAND TO SUPPORT ANY FREE LENGTH OF PIPE RUN AS REQUIRED. USE SUPPUED FASTENER TO ATrACH OIL MNE TO PIPE STAND. 5. ANCHOR PIPE STAND TO PIT FLOOR WITH SUPPUED WEDGE ANCHORS. TELESCOPIC INSTALLATION NOTE: LOCATE N)DmoNAL S.O. VALVES AT EACH JACK OUTLET. 10 TO PUMP UNIT D~N~ BLAINE PIPE RUPTURE VALVE IS PROVIDED, Z PORT INSTALLS TOWARDS THE JACK. TYPICAL ADJACENT MACHINE ROOM DEPICTING GENERAL ARRANGEMENT AND MINIMUM REQUIREMENTS (GROOVED OIL LINE CONNECTIONS) CONTRACT No. ISHEET No. 17309T · OF ~ 2~ 72" PLATFORM 68" CLEAR I.S. CAR 2# .I 36' CLEAR OPNG HANG-ON PANELS OF TRANSOM CUTOUT Plan V'~'w LOCATE EMER. EXIT FTO MISS CROSSHEAD 11 ouT,,NE ,/~-PLATFORM I FLUORESCENT UGHTING I L ................. d II II II Reflected Ce~.l~v~I Viexv 12ga. C.R.S. ~ANO~_% BLOCKING BY ELEV. CONTR. Thru Doorway 9--16-10 1 --5-11 1 --20-11 GENERAL SPECIFICATIONS & DATA PLATFORM SIZE 72' WIDE x 61' DEEP DOORWAY SIZE 56" WIDE x 84" HIGH DOOR TYPE SINGLE-SPEED SIDE--SUDE OPERATOR GAL MOVFR TEMPLATE No. 8231 STILE SIZE/qYPE OPERATOR HEADER SUPPORT BY CAB MFG. HEADER BY OPERATOR MANUFACTURER CAR SILL EXTRUDED ALUMINUM-BY CAB MFG. CERT. FRAME STNNLESS STEEL-BY CAB MFG. EMER. UGHT BY FIXTURE MANUFACTURER 2-PIECE ASSY. SPLIT REAR WALL ONLY PAD HOOKS REQ'D PROTECT. PADS REQ'D CUTOUTS REQUIRED CAR STATION w/ PHONE OR BOX CAR POSITION INDICATOR CDI DOOR PROTECT. FULL HEIGHT INFRARED DETECTOR EMER. EXIT SW. REQUIRED/2OO4- CODE FINISH SPECIFICATIONS SIDE WALL 'A' SIDE WALL 'B' REAR WALL MATERIAL/FINISH BLACK REVEALS DOOR PANELS SATIN STAINLESS STEEL RETURN PANEL SATIN STAINLESS STEEL(20 Oa.) STRIKE JAMB SATIN STAINLESS STEEL TRANSOM SATIN STAINLESS STEEL 12 Ga. C.R. STEEL (WHITE ENAMEL CEIUNG FRAME ANODIZED ALUMINUM 'TEE" CEIENG TYPE 6mm POLYCARBONATE SHEET CANOPY BASE HANDRNL(S) SATIN STAINLESS STEEL BY CHKD DESCRIP'ilON JSM ORIGINAL JSM COLOR SELECTION JSM REMOVED COLOR SELECTION/REVISED FIN. FLOOR REMOVABLE ADVISE COLOR PANELS COLOR 2' x 5/8" SATIN STAINLESS STEEL REq'D AT REAR & SIDES SPEED 1/2' REMOVABLE WOOD CORE PANELS WITH FINISHED PLASTIC LAMINATE AND BLACK REVEALS AND FRIEZE ON REAR AND SIDE WALLS ARE REQUIRED. ?ltADESILIAN ELEVATOR CAB SINGLE SLIDE-FRONT OPENING-WOOD CORE SANTORINI TRAINING CENTER CUTCHOGUE, NY CONTRACT No. ISHEE'I' No. 17509T I i BLACK REVEALS & SIDES VENTING TO SUIT CODE~ NOTCH CANOPY 0 SIDE ga. C.R. STEEL CANOPY ~- HAN 7/8" ENAMEL DROP CEIUNG PLASTIC INATE ;-ON PANELS Cab to Ca~o~u Co'~ec~o'~ 1 1/8' PLYWOOD SUBFLOOR-~ /.__.J J i 7/8" Cab I I _ HANDR~ i ~ STAINLE /'8" SATIN STNL STL. .(S) w/ 1" × 1 1/2" STEEL SPACERS BOLTS .05' UNFINISHED '1,4'-20 HANGER BOLTS-~I I / 9--16-10 1-20-11 Co~n, er ]~aete~(~ Detail BY CHKD DE:SCRIPT]ON JSM JSM ORIGINAL JSM REVISED FIN. FLOOR ~ICKNESS ELEVATOR CAB SECTIONS AND ELEVATIONS- WOOD CORE PROJECT SANTORINI TRAINING CENTER CUTCHOGUE, NY CONTRACT No. J SHEET No. 17509T I 2 or 2 JAMB SUPPORT BRACKET(1YP 4" SILL CLOSED 3/18' 4' SUPPORT ANGLE O.C.) GALVANIZED TOE GUARD (BY ENTRANCE MFG.) 6# 7 ~/4" ACTUAL Bh OVERALL SILL LENGTH : 82" DOORWAY DOOR PANEL : 37 3/4' DOOR I LAP,(TYP) ~_ 2 1/2" LIA ;¥1 ~ ¥'t )'~1 I ..... .. ,.., ..,_., - ~ DATA LEGEND .... 2 _ ,OPERATOR ~YPE & TEMPLATE NUMBER ~-I ~ ~ ~ A.) 20ga. 'd' RUNNER OPE~TOR: GAL MOVFR ~MP~ No.: 8241 H OPENING B.) GYPSUM UNER K~A~ ~ : ~CH E~R. w/ ESCUTCHEON COM~NENT MATER~L ~ FINISH p~ ~ C.) 1/2" ~ SCR~S ON ~ 16 ~ PN~D ~EL ~ ~ Co~ "C' 6" CE~RS ~R P~E~ 16 ~ PAINIED ~L D.) CODE "C" D~ SIG~ G~DS 16 ~ PN~D ~EL TOE GURUS ~V~IZ~ DU~ C~ ~V~IZ~ ~EL r~ ~V~IZED H~S ~V~IZED CO~R~RNISH SE~C~ONS ~ ~ ~ORS: ENAME~ ADVISE CO~R ~: ENAME~ ADVISE SI~ MI~ FINISH E~RUDED ALUMINUM HORIZONTAL E~IONS ON BUI~ING P~ ~ME A17.1 RU~ 3.28.1(m) - SEE D~M QUANTI~ REQUIRED 3~.3 327.8 46.8 40.3 1~.2(~)~ ENT~NCES REQUIRED (~ L~S IN POUNDS) (Celculotions bos~ on con~nt height obove opening of ~ ~ ~ ~ ~ ~ ~ ~Y' NO~: 2.) ~ E~CE DOORS ~D ~ B~ A I 1/2 HOUR U.L RRE ~BEL ~.) ~ P.~Eo ~N ~CO.D~CE W~H ~E/~m *~7.~ ELEVATOR ENTRANCES E~ATOR ~ CODE. SING~-~EED SIDE-S~DE 4.) su~ S~LL .ECESS ~ SUPPO.T TO a~ P~OED ~ ~D GROPED IN A~R SILL INVASION BY Om~S. P~E~ 5.) ~NCE W~ S~ BE BUILT, OR ROUGH OPENING SANTORINI PRODDED ~ SHOWN ~D R~ED IN, A~ER' F~ ~E SD. TRAINING CENTER ~ ~ ~... .~.,~o. CUTCHOGUE. NY 1--5--1 1 JS~ R~S~ N~ ~ICKN~S/COLOR SE~ffiON CO~T No. SHE~ No. 1-20-11 JSM MIRRORED ~NC~/REM~ CO~R SE~ON 1 7 5 0 9 T 1 OF 1 MIN. ROUGH Gh Dh Ch ~o,/o-c~ DATA LEGEND " VOLTAGE 9 5/m' BOX CUTOUT 1~120V AC 1-148V AC I-IOTHER: COVERPLATE MATERIAL/FINISH [] STAINLESS STEEL [] BRONZE []1/8' SATIN FINISH I-I MIRRORED ~'~ [~_~ []INCANDESCENT I-IL.E.D. J-IOTHER: "-'~-~2 ~ I c~P~C~Y ~L~T[ NUMBER OF OPENINGS: ,!~ .... MNN FIRE RETURN("*"): 1 ~., **SEE DIAGRAMS FOR FLOOR DESIGNATIONS** NU~IN~ BUZZE~ ~U~ ;r KEY SWITCHES / INDICATORS (~'R[~:~R,)-- " ,m:S,,GNM. \t \ ,~,~ ~ / j []G.A.L STANDARD CHICAGO ~'rcH ,R~ ~ ~ I r ........------ I~ (2) [] FAN ON/OFF KEY ' -I I (3) DFAN OFF/LOW/HI KEY i ,..:?~IREFIGHTERS' /__[NGRA~ ~/2' ~ (4) rloFF/LIGHT/FAN KEY OPERATION ~ j ~ RE9 RU.B) j , ' (5) []IND. sEEr. ON/OFF KEY ^~7.~-2oo~ ~i J ',1J l~ ~/a' cov~[ . (6) I-1ELEC. EYE CUTOUT KEY sa~c~ c~.~= ~-~ ',1 J (7) []ACCESS ON/OFF KEY (s~ ~ I J J I I (8) rIMASS. Em ON/OFF KEY --o, ~ o~ C~alN~'T ~ ~ I I (9) ii"MEDICAL EMERGENCY" INDICATOR I I ~o~ ~ 2 ~/4' PHASE I & II FIRE SERVICE ;: ;~ [] ~ I ~ STOP SWITCH: I~KEYEO •TOGGLE iiPUSH/PULL ~: i- ~ (~) NUDGING: •NOT REQUIRED IS~REQUIRED TELEPHONE OPTIONS vP []PHONE BOX ONLY (PHONE BY OTHERS) [] (~ [] (~) t-IHANDS FREE PHONE, INSIDE BOX ~-- -~J (~) ~J~ (~) CLOS~:OOOR ~.~u~.~'um" (RATH MICROTECH - BY CANTON) IS~G.~.L HANDS FREE PHONE, COVER MT•. I I CAPACF"~ , I I I I CAB FIXTURES i ~- -- P~'e Cgb{ttet Detail Co~r~a~ ~11,gt'o,1,"i, ll, g PROJECT SANTORIN) -- _. ~ ~ ~(~ TRAININ~ CENTER om (1) ;EOUmED ~; ~ C..~ ~C..~O. CUTCHOGUE. NY ~8 7/B' 9--~6--10 JSM JSM ORIGINAL ~F.F. Ca~ ~(t~e~ CUTOUT: 2 ~5/~6' x To 1-20-1 ~ JSM MIRRORED HINGES CI~J:)UT BOX DEPTH: 3 5/8" CONTRACT No. SHEET No. t Bo× DE.TH: 17309T " DATA LEGEND VOLTAGE 1~120V AC D~BV AC DOTHER: COVERPLATE MATERIAL/FINISH []STAINLESS STEEL [-] BRONZE [1/'8" SATIN FINISH I-]MIRRORED INDICATORS ~;~INCANDESCENT E]LE.D. [-IOTHER: VP push. B~tgo~ $~e KEY CYUNDER TYPE I~STANDARD [] MEDECO (VANDAL RESISTANT) PHASE I & II FIRE SERVICE ASME/ANSI A17.1-1996/98 FOR NEW YORK r~-~l '-- L --- I I I ' 00 ~', (¢.) ',i ..E K~ - - ~ " . ~ ° 0 oTY. (s) , ' ~. ~.___j I .... ~ ~ i.~ ' '"' ~ / e ~-2-s , ~ -, L -~-.I 2'~3 - up TO s L~N~S c~=~...,~. , , , ,,~___~,, -- ~ --- H~tt Pos~rr~ Indicator ...... I IL .... I I ! I I SIDE VIEW TOP VIEW STATION 'D' DIM 'A" DIId "C' DIM 316 510 $10 310 9 3/~' 8 1/4" 9 1/8' QTY. (1) QTY. (1) QTY. (1) 51¢14' 12 1/2' 15 REQUIRED REQUIRED REQUIRED 316 16" 14 1/2' 15 0 I · 2 ~ 5 320 20" 18 1/2' 19 t /~ AS-BUILT DETNLS M~Y V~Y FROM ~T HALL FIXIURES ST,4e, IDARD HALL STATIONS TRAINING CENTER DATE BY CHKD DESCRIPI'ION.......,.~, , ~- ~ ,.- ,- PI ITC'Pln~I IF, NY 9--16-10 JSM JSM ORIGINAL CONTRACT No. SHEET No. 17309T 2 OF 2010 4:59PN ~P LASERJET 3200 11 JAMES LASALA & ASSOCIATES, LLP 11 OVAL DR.IV1 · SUITE 129 ' ISLANDIA. NEW YORK 11749 ' TEL (631 ) S92-26~0 ' FAX (631) 232-1536 Janua~ 12, 2010 Suffolk County Office of Wasmwate 360 Y~phank Av~m y~plmnk, NY 11980 Att~mfion: Mr. Craig Re: Santorini Beadt SCDHS Offi~ of W ~m~t of H~mlth Services Manngem~nt , Suite 2C ~neppor, P.E stewatex Management Reference No.: C10-08-0008 Based on infonnn~o provided by the comra~r, wc c~df~ by way of this le~te~ that th~: cover depth of the ~e taurant's wnter main is 4'-6". The attached wa~r service pwffie from Draw/n~ No. S 'n-02B sho~t '~c correct 4'-6" cove~ de, th. S/ncerely, gUFFOLK COU.'NTY DEPT OF HEALTtt SERVICES O¢~'[CE OF WASTERS: A-¥ F,g. MANAGEMENT 360 YAPHANK AVENUE, SUITE 2C YAPHANK, NEW YORK 1198(t 0+00 1+00 2+00 3+00 4+00 5+00 RESTAURANT & WEST MOTEL WATER SERVICE PROFILE SUFFOLK COU- ,.~ ,.~.7 ~;', ~ n :, ~.aAN AGEMENT OFFICE OF W~S ,* ,~'~ r, ~ ~:~'. ~" 360 '~ APHANi( AVENUE, SUITE 2C yAP'dANK, NEW YORK 11980 ~ITUATF: C, UTC, HO~UE TOINN.. 5OUTHOLg .¢:~Ut=FOLK. COUNT"K, N'r' / / <b S ,, / 589o53,40"W' ,/ ,% N NOTES~ TITLE NOTE: "PREHISES SHOWN ON THI'S SURVEY ARE THE SAivfE AS THOSE E)ESOP-.IE~ED IN TITLE ASSOGIATES TITLE ~ TAO-/ ('08) ~¢8" ~,APHI6 SCALE I"= ,~ ¢, ; -~ . JOHN C, EHLER,> LAND SC RVEYOR 6 EAST MAIN STREET N.¥.S. LIC. NO, 50~02 RIVERHEAD, N,Y, 1 tg01 369-fl288 Fax 369-8287 REF.-\\Compaqs erver~pr os~2000 prosk20-153 UFDATE 10M1-07.pro 51TUA I t=: OUTOHO~.UE TOHN: ~UTHOLD 5UI=I=OLK COUNI~i', Nh' A~ BUILT ~URVEE¥ O4-11-2OI2 APPROVED BY. PLANNING BOARD TOWN OF SOUTHOLD )ATE APR ~ 6 2812 o\ %o~ / N MONUMENT FOUNO TOTAL AIa4EA PARC,EL = 722!,24~ 5P OR 1&,5~f AOf~E5 (tO TIE LINE OF APRIL 2000) S89°53'40"W 1293.92' ¢~APHIO Sd, ALE I"= e JOHN C. EHLERS LAND SURVEYOR 6 EAST MA1N STREET N.Y.S. LIC. NO. 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.-C:\User sUolm~Dropboxk2000 PROSk2~-153 for TABLE OF SEWAGE DISPOSAL SYSTEM COMPONENTS (Two (2) dimensions (ft.) measured from Restaurant building corners to cover © grade) RESTAURANT SYSTEM NW SW GREASE TRAP 43.0 27.0 PUMP STATION 71.0 34.0 (Twa (2) d~mensions (ft.) measured from West Motel building corners to cover @ grade) WEST MOTEL SYSTEM NW SW PUMP STATION 1560 180 (Two (2) dimensions (fi) measured from East building corners to cover © grade) EAST MOTEL SYSTEM NE SE PUMP STATION 51 0 170 Motel IW EXISTING FOR 4" TO NG RVC DR-55 \ \ \ EXISTIN STORM SYSTEM (TYp) IN STREET SERVICE--~ BY SCWA~ UNE~ EXISTING PtSMP STREET HAIN BY ,/ / / / ,/ / / ,/ E~EAGH ,/ / SANITARY p.M~P ."STATION & GREASE TRAP 25"¢ EXISTING 6"¢ - PVC SDR-55 STRUCTURE PAD ('rfp) 2,1 SAN FORCE 2"CW 41FS XlSTING SIAMESE CONNECTION EXISTING HOT-BOX FOR STIC AND FIRE SERVICES FROM STREET. 5" WATER SERVICE FROM METER TO RPZ EXISTING WATER E_-I'ER INSIDE PROPERTY LINE 4" WATER TAP IN STREET FOR 2" SERVICE BY SCWA TO METER O PROPERTY LINE APPROX. 1000' FROM FINAL AS-BUILT SURVEY 1 "=40' OF SANITARY SEWER LAND NOW OR FORHEP*,L¥ OF NIOHOLAS ALLIANO NEW 4' H CHAIN LINK PLUNGE COASTAL EROSION HAEAR~ LINE EXISTING ' RECEPTACLE AT ROOM TO MP FOUR EXISTING EDGE OF 41TARY MAiN EXE BLOW EXISTING STORM POOL (TYP.) BOOOl BALL GOUP-.T ' / / ~ IST[NG POOLS(TYP.: EX]STIN~ E%ISTJN¢ TREE LINE (T'~P) 10' SMH1 (8) SEPTIC TANKS SIXTEEN (16) EXISTING SANITARY LEACHING POOLS AND FIVE (5) EXISTING SANITARY DISTRIBUTION LEACHING POOLS TABLE OF TRAINING CENTER SEWAGE DISPOSAL SYSTEM COMPONENTS (Two (2) dimerdons (ft.) measured from Training Center corners A,& ,B to cover © grade) ~YSTEM A B GREASE 35.0 12.0 SMH1 MANHOLE 350 43.0 NING 30LS EXISTING WELL NOTES: WELL W-l: No. S120279 INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETED AUGUST, 2002. WELL W-2 No. S58840 INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETED JUNE, 1976. NOTE W-1 AND W-2 ARE NOT CONNECTED TO THE POTABLE WATER SYSTEM. ./ EXISTIN® T~EE LINE (TYP) / / / / / / WELL / / ,/ / / / TABLE (OF SEWAGE DISPOSAL SYSTEM,'~'(~MPONENTS (Two (2) dimensions (ft.) measured' from Cabana buildlng corners to cover © grp~e) SANITARY LEACHING POOL /RC MC LC LP1 /' - 38.6 87,0 LP2 / 53.0 94~0 LP5 ,/' 38 6 66.0 LP4 ,/ 27 0 70.0 LP5 / 96.0 113.0 LP6 /' 900 130,0 LP7 ~, 104.0 158.0 LP8 /' 97.0 126 0 LP9 -- /' 101.0 121.0 LPIO /' 115.5 128.0 LP11 ' 111.0 118.0 L~i~/ 95.0 102.0 ~ 81 0 83.0 · P14 78 6 69.0 LP15 61.0 56.0 LP16 52.0 65.6 %ANITAP~Y DISTRIBUTION LEACHING POOL DLP1 91.0 89.6 DLP2 50.0 82 0 DLP3 82.0 1130 DLP4 91.0 108.0 DLP5 76 0 66.0 SEPTIC TANKS ST1 85,0 76.0 ST2 73,0 65,0 ST3 96 0 85.0 ST4 76.0 64,0 ST5 87 0 76.O DISTRIBUTION BOX, DB1 80 0 66.0 LINE-- SITE 3800 DUCK POND ROAD :¢ Southold New5~ffol~, ':' 1' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REFERENCE NUMBER C10-08-008 NtETE-s AND BOUNDS, V~ETLAN~S AND PHYSICAL EHLE~5 LAND SURVEYOR DATED 4/5/00 ELEVATIONS REFERENCE U.5.~.5. ©ITUATE: S~QO OUOK POND ROAD TOWN OP SOUTHOLO ©Ut=POLK COUNTY, NY 1000-8D-2-2 LOO~TION OF ~HOULD BE TAKEN AS SUCH. GONT~A~TO~ SHALL ~IELD VE~IPY THE LOGATION5 NOT[: TAX LOT #83-2-1, 2 AND 17.2 HAVE BEEN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY REAL PROPERT~(~.~17.3) REPLACES THE FORMER 83-2~1~,J2 AND 17.2 TAX MAP NUMB£R~OLE B-2 BUILDING GROSS FLOOR AREA SCHEDULE: 1.WEST MOT£L:8,030 SF 2.EAST MOTEL:8,285 3.RESTAURANT:S,154 SF 4.CABANA:l,6©4 SF 5.TRAINING CENTER:18,900 SF Pf~OPEF~,T¥ LINE PROPERTY LIND LAND NOA OR FORNERL¥ OF TIMOTHY T STEELE $ JEANE P. STEELE 3 10.5,11 / 17'2 '1°/ / 15.05. 0 ~,REV DATE RAINING CENTEP. ASBUIL' MG SCDHS 5.21.10 COMMENT MG ISSUED TO SCDHS MG WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TI- ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LIP." HARVEY BIENSTOCK, P.E., LLC 761-B0 COATES AVENUE HOLBROOK, NY 11741 TELEPHONE: 516,972.6888 FACSIMILE: 631,852.5888 JOB ¢ 08AE-00146 JOB~ 08AE-00014¢ LiTEuN GIACALONE OTB, P.C. STP,EET FARMINGDALE, NEW YOP'K 11735 TEL:(516)420-8383 FAX:(516)420~0195 PROJEOT SANTORINI BEACH / / DATE 't/2b/o~ DRAWN BY ~.~. SCALE AS-NOTED CHECKED BY HE "P'O ECT 6^EOOO, !S2E T i O. 1 . ~:~:~,~,,]'~..~, ~/~/WING NO. RRE ALARM SYMBOL LEGEND - NEW DEVICES DESCRIPTION MANUFACT. MODEL NUMBER ADDITIONAL PARTS QUANTllY YMBOL SEE BAlTERY CALCS FOR PANEL COMPONENTS HVAC TAD ~ RE ALARM CONTROL PANEL EST EST3 1 3=ABNCPU1 3-RLCM/D (REQ) I ,~, I REMOIE ANNUNCIATOR EST 3-LCD RLDM/B-S (RED) 1 PROGRAMED 1 I~ml MANUAL FAN RESTART EST SIGA-CC1 TO FACP BUITONS F~l POWER SUPPLY - REMOTE MOUNT EST DPS6A NONE 1 (~) SMOKE DETECTOR EST SIGA-PS SIGA-S6 (REQ) 67 SlcA-270 276B-RSB (OPT) ~ MANUAL FIRE ALARM PULL STATION EST 270-SP0 P-027193 (OPT) 13 Q 4EAT DETECTOR EST SI~-HFS Sl~-SR (REQ) SIGA-DH SIRA-SB (RED) OBUugSMONEO CTOR MOUNTONR RN EST S,GA-PS 626.03 REQI D ~ REMOTE ALARM INDICATOR LAMP EST SBA-LED NONE 8 ~ MONITOR MODULE - DUAL DRY CONTACT EST SIGA-CT2 27193-11 (OPT) 1 CIRCUITS [] MONITOR MODULE - SINGER DRY CONTACT EST SIGA-CT1 27193-11 (OPT) 3 CIRCUIT [] RELAY EST SIGA-CR 27193-11 (OPT) [] RELAY (MULTI-VOLTAGE) EST MR-IO1/C NONE 8 i~ HORN STROBE (C, NqDEEA SPECIRED ON FLOOR p~) EST G1RF-HDVM 27193-11 (OPT) 17 ~ STROBE (EANDEA SPECIFIED ON FLOOR pLAN) EST G1RF-VM 27193-11 (OPT) 8 AUTOMATIC EXTINGUISHING SYSTEM CONTROL FURNISHED & INSTALLED BY OTHERS 1 I ~s I PANEL (ALARM MOGITOR) ELEVATOR CONTROLLER (PRIMARY RECALL & I~l ALTERNATE REO~LL) FURNISHEDi & INSTALLED BY OTItERS 1 ELEVATOR POWER SHUNT (DISOCNRE~T POWER FURNISHED & INSTALLED BY OTHERS 1 ImU~ UPON RECALL) HVAC MOTOR STARTER LOCATION (UN~ FURNISHED & INSTALLED BY OTHERS D I"~ I SHUIDOWN UPON ALARM) SPRINKLER SYSTEM - PRESSURE DEVICE FURNISHED & INSTALLED BY OTHERS 1 ImE~l (ALARM MONITOR) I~LI SOLENOID VALVE DEVICE (OPEN ~ FURNISHED & INSTALLED BY OTHERS 1 DEACllVAllON OF ELEC]RIC~L EQUIPMENT) TAMPER SWITCH DEVICE IT~q (MONITOR ACqlVAIlON FOR IROUBLE) FURNISHED & INSTALLED BY OTHERS I 1 WATER FLOW DB/ICE FURNISHED & INSTALLED BY OTHERS 1 FOR AEARi UNIT SCHEDULE & IYPE C.F.M. TONS RTU-1 2000 5 RTU-2 2000 5 RTU-3 2000 5 AH-1 2000 5 AN-2 2000 5 AH-3 2000 5 AN-4 2000 5 AH-5 2000 5 F!R_E ALARM NOTES: GENERAL INFORMATION THE RRE ALARM SYSTEM SHALL BE A NEW SYSTEM. THE FACP SHALL TRANSMIT ALL SIGNALS BY A UL USTED COMMUNICATOR TO UL USTED CENTRAL STATION. ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL ORDINANCES, NFPA-72 RECOMMENDATIONS, US]ED DISTANCES ~ ~,NUFACTURER SPECIRCATIONS. THE INSTALLATION OF ALL WIRING, CABLE SHALL BE IN COMPLIANCE LOCAL ORDINANCES, NFPA-70 AND MANUFACTURER SPECIRCAllONS. ACCURATE WIRING DIAGRAMS SHALL BE SUPPUED FOR "AS-BUILT PLAN' PURPOSES. ANY DISCREPANCIES, CHANGES AND / OR _TERATIONS MADE TO THE ARCHITECTURAL FLOOR PLANS AND / OR INTERCONNECTING SYSTEMS (SPRINKLER, NVAC, STRUCTURAL, ETC.) ~BALL BE DOCUMENTED AND SUPPUED FOR "AS-BUILT PLAN~ PURPOSES. F. ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN OH SITE. G. CONCEALED DB/ICES SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. H. EACH INITIATING DB/ICE SHALL DE CLEARLY LABELED FOR ITS RESPECTIVE ZONE, CIRCUIT AND / OR ADDRESS. I. ALTERATION AND / OH CHANGES TO THE RRE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A LICENSED IGINEER OR THE AUTHORIFY HAVING JURISDICTION. . REMOTE ANNUNCIATOR INFORMATION L THE REMOTE ANNUNdATOR SHALL BE LOCATE]) AT THE M. NN ENTRANCE. }. SMOKE AND HEAT DETECTORS L EACH SMOKE OR HEAT DETECTOR SHALL NOT BE iNSTALLED WITHIN 4," OF A SIDE WALL. EACH WALL MOUNTED SMOKE OR HEAT DETECTOR SHALL BE INSTALLED BETINEEN 4" & 12' DOWN FROM THE CEIUNG. EACH SMOKE DETECTOR SHALE NOT BE INSTALLED WITHIN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN A 36" HORIZONTAL PATH FROM THE TIP OF THE BLADE OF A lUNG-SUSPENDED (PADDLE) FAN. ¢. MANUAL FIRE ALARM PULL STATIONS A. THE OPERABLE PART OF EACH PULL STATION SHALL DE MOUNTED 42%48" FROM THE FINISHED FLOOR. EACH PULE STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBS1RUCTED AND ACCESSIBLE. EACH PULL STATION SHALL DE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITH 5' OF EACH SIDE OF THE ~ENING. 5. NOTIFICAtiON APPUANCES A. ALL AUDIBLE DEVlCES SHALL HAVE A TEMPORAL-3 CODE. B. A SUFFICIENT NUMBER OF AUDIBLE DB/iCES SHALL BE PROVIDED SO THAT THE FIRE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE BUILDING. lC. ALL STROBE APPUANCES SHALL HAVE A SYNCHRONIZED UCNT PULSE OUTPUT AND REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS. D. THE BoTroM OF THE STROBE LENS OF ALL WALL MOUNTED STROBE & AUDIBLE STEOBE COMBINATION APPUANOES SHALL BE MOUNTED AT 80" ABOVE THE FINISHED FLOOR. 6. SPRINKLER SYSTEM INFORMATION A. EACH SPRINKLER SYSTEM DEVICE(S) AND/OR PUMP(S) SHALL BE MONITORED BY THIE EACP. 7. HEATING VENTILATION AIR CONDITIONING (HVAC) INFORMAtiON A. PLEASE REFER TO HVAC SCHEDULE FOR UNIT INFORMATION, B, DUCT SMOKE DEIECTORS SHALL BE INSTALLED AS REQUIRED BY THE MECHANICAL OODE OF NEW YORK STATE (SECTION 606 - SMOKE DETECtiON SYSTEMS CONTROL) AND IN ACCORDANCE WITH NFRA-72 & MANUFACTURER SPECIFICATIONS. AS PER SECTION 606, DUCT SMOKE DETECTORS ARE NOT REQUIRER WHEN ALL PORRONS OF THE BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM ARE PROTECTED BY AREA SMOKE DEIECTORS CONNECTED TO A FIRE ALARM SYSTEM IN ACCORDAN~E WI~ SECTION 907.2 OF THE TIRE CODE OF NEW YORK STATE AND NFBA-72. C. EACH HVAC UNIT SHALL SHUTDOWN UPON RECEIPT OF ANY FIRE ALARM SIGNAL IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW YORK STATE (SECTION 606.4,). ~PERATIONS. A. NORMAL STATE - FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA INlllATINC DB/qCES. B. ALARM CONDITION - ACTIVATION OF ANY INITIATING DB/ICE SHALE REPORT AN ALARI~ CONDITION TO THE EACP AND IMMEDIATELY NOTIFY CENTRAL STATION. UPON ALARM CONDITION, THE FIRE DERARffMENT SHALL BE NOTIFIED VIA CENTRAL STATION, OCCUPANTS SHALL BE NOTIFIED VIA NOTIFICATION APPUANCES & ALL OUTPUT/CONTROL FUNCTIONS SHALL BE ACtiVATED AS REQUIRED (DVAC SHUTDOWN, ELEVATOR RECALL, ETC.). C. SUPERVISORY CONDITION - ACTIVATION OF A TAMPER SWITCH OR MALFUNCTION THAT HINDERS THE PERFORMANCE OF THE FIRE ALARM SYSTEM SHALL REPOR~ A TROUBLE CONDITION TO THE EACP AND IMMEDIAIELY NOTIFY CENTRAL STATION. UPON A TROUBLE CONDITION, THE INSTALLATION CONTRACTOR SHALL BE NOTIFIED VIA CENTRAL STATION & EACP SHALL SOUND ALERT TONE. D. CENI~d~L STATION NOTIFICATION SHALL BE MADE DIRECTUY FROM EACP, EXTERNAL COMMUNICATOR OR BY MAIN BUILDING FACP IF EACP IS A SUB-BANEL EXTerIOR MUL~ - PURPOSE DECK AH-2 AH-3 AH-1 NATA CEhq~ I-II EXTERIOR -U5 AH-5 1-16 AH ~ STORAGE CAME ROOM 75cd LOBBY WAIN ENIRANCE ELECTRO P~Y ELEVATOR i ~7 OFFICE I 2O 1-27 MAIN LEVEL FIRE ALARM DEVICE PLAN = DRE~K OLIT ROOM 1-33 STORAGE 1-32 STORAGE 1-3¢ · 1) FLOOR 2ND FLOOR 2ND FLOOR WNN -w~SPARE NAB -B+D .rB -TO GROUND TO 12o VAC- FACP I ITO 120 VAC TO GROUND RISER DIAGRAM CONTROL PANEL RRE ALARM WIRE TABLE SYMBOL DESCRIPtiON MANUFACT. FPLP MODEL FPL MODEL A 16-2 ]WISTED SHIELDED BELDEN 6220FR 5220FJ B 14-2 I~/ISTED BELDEN 6120UL 5120UL C 18-2 1WISTED BELDEN 6320UL 5320UL D 16-2 llNISTED BELDEN 6220UJ 5220UJ E EXISTING WIRE TO REMAIN NOTE: USE FPLP FOR PLENUM; USE FPL FOR NON-PLENUM 2ND FLOOR WNN EVE FTAT ROOF AREA OUMB AltiC LOBBY CORRIDOR Altic TOILET ATtiC ® 3RD FLOOR FIRE ALARM DEVICE PLAN 1,/'8" = STORAGE ® ~ARADE ® 1-36 ® MULti-PURPOSE ® J t RTU-2 RTU-1 ~F~ I CORRIDOR SERVlCE KITCHEN 1-67 RTU-3 LOBBY 15¢d MEEtiNG ROOM ® ® ELEVATOR E CORRIDOR BREAR O~ROOM 1-43 BREAK OUT ROOM d.C. & STORAGE I 47 ® IE TOLFT 1-46 A.O 2ND FLOOR FIRE ALARM DEVICE PLAN sr, 1/e' = SHOWN AS PLAN NOTATION LEGEND (NOTE: ALL SYMBOLS MAY NOT BE USED) DESCRIPtiON SNOWNAD DESCRIPtiON SUSPENDED PUSH-UP TILE CEIUNG FINISHED 1YPE CEILING (PRO'ROE ACCESS HATCH OR OEMCES ABOVE ~S RDOUIREO) RtE RATED WALL (SHEETROCK EXENDS TO DECK NOT RATED WALL (SHEETROCK EXTENDS MINIMUM 12" BELOW DECK) SOFRT / ELB/ATION CHANGE NO CEIUNG - OPEN TO DECK STRUCTURAL I-BEAM OPEN TO FLOOR ABOVE (MINIMUM OF 12' DEPTI~ UNLESS O1FIB NOTE8) LOW WALL AHJ / FIRE DEPARTMENT KNOX BOX END OF LINE RESISTOR PER MANUFACIUROR SPECIFICAllONS) RELOCATED DB/ICE BEAM DETECTOR PATH (MAINTAIN UNOBS1RUOI~) PAllt) HATCHED AREA NOT IN CONTRACT FIRE MARSHAL STAMP BOX DATE DESCRIPTION 10-08-10 ORIGINAL SUBMISSION TO AHJ REQUIRE OPENING PROJECT INFORMATION: COMMUNllY CENTER AT SANTORINI BEACHCOMBER RESORT ~BO0 DUCK POND ROAD CUTCHOGUE, NY 11935 INSTALLATION CONTRACTOR: NO.GATE ELECTRIC CORPORAtiON 30 BRiARFIELD LANE HUNTINGTON, NY 11743 NY STATE UCENSE NUMBER: 12000007069 UCENSEE: MARTIN BASS CONTACT: MARTIN BASS TEL: 631-271-2242 FAX: 631-271-2245 DESIGN BY AND VENDOR: CASEY SYSTEMS, INC. 209 LAFAYETTE DRIVE SYOSSET, NY 11791 CONTACT: TOM CARPENTER TEL: 516-433-4700 FAX: 516-433-1131 PAGE NUMBER: I JOB NUMBER: FIRE ALARM SYMBOL LEGEND - NEW DEVICES DESCRIPTION MANUFADT, MODEL NUMBER ADDITIONAL PANTS QUANTUY SEE RA]IB~Y FIRE ALARM CONTROL PANEL EST EST3 CALDS FOR 1 PANEL COMPONENTS 3-ANNCPU1 3-RLCM/D (RED) 1 REMOTE ANNUNCIATOR EST 3-LCD RLCM/B-S (RED) PROGRAMED 1 RESTART EST SIGA-CCl TO FACP BU1TONS ] POWER SUPPLY - REMOTE MOUNT SMOKE DETECTOR MANUAL FIRE ALARM PULl STATION HEAT DETECTOR DUCT SMOKE DETECTOR (MOUNT ON RETURN DUCT) EST EST BPSEA NONE SIGA-PS SIGA-SB (RED) REMOTE ALARM INDICATOR LAMP MONITOR MODULE - DUAL DRY CONTACT CIRCUITS MONITOR MODULE - SINGLE DRY CONTACT CIRCUIT REM RELAY (MULTI-VOLTAGE) HORN STROBE (P..~NDE~ SPECIfiED ON FLOOR PLAN} STROBE (CANDELA SPECIRD ON FLOOR pLAN) AUTOMATIC EXTINGUISHING SYSTEM CONTROL I ~ I PANEL (ALARM MONITOR) ELEVATOR CONTROLLER (PRIMARY RECALL ~ I~Vl ~LERNATE RECALL) ELEVATOR PO~R SHUNT (DISCONNECT pO~ER UPON RECALL) HVAC MOTOR STARTER LOCATION (UNIT SHUTROWN U~N MM) SPRINKLER SYSTEM - PRESSURE DICE (AU RM MoNrroo) SOLENOID VALVE D~CE (OPEN ARER DEACTIVATION OF ELECTRICAL EQUIPMENT) TAMPER SWITCH DEVICE (MONITOR ACTIVATION FOR TROUBLE) EST EST EST E~ EST EST E~ EST EST EST SIGA-270 276B-RSB (OPT) 270-SP0 P-027193 (OPT) SICA-HFR SIGA-SB (EEQ) SIGA-DH SICA-SB (RED) SIGA-PS 6261-003 (REQ) SICA-LED NONE SIGA-CT2 27193-11 (OPT) SICA-CT1 27193-H (OPT) SIGA-CR 2719~-~1 (OPT) MR-101/C NONE GIRF-HDVM 27193-H (OPT) G1RF-VM 27193-H (OPT) FURNISHED ~ iNSTALLED BY OTHERS FURNISHED & INSTALLED BY OTHERS FURNISHED & INSTALLED BY OTHERS 67 13 4 8 B 1 3 8 8 1 1 1 § FURNISHED & INSTALLED BY OTHERS FURNISHED & INSTALLED BY OTHERS FURNISHED & INSTALLED BY OTHERS FURNISHED & INSTALLED BY OTHERS 1 1 WATER FLOW DEVICE I~1 ALARM) HVAC UNIT SCHEDULE & IYPE TAG C.F,M. TONS RTU-1 2000 5 RTU-2 2000 5 RTU-3 2000 5 AN-1 2000 5 AN-2 2000 5 AH-3 2000 5 AB-~ 2000 5 AB-5 2000 5 FURNISHED & INSTALLED BY OTHERS FiRE ALARM NOTES: !, GENERAL INFORMATION ~E FIRE ALARM SYSTEM SHALL BE A NEW SYSTEM, THE FACP SHALL TRANSMIT ALL SIGNALS BY A UL USTED COMMUNICATOR TO UL LISTED CENTRAL STATION. ALL EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH LOCAL ORDINANCES, NFRA-72 RECOMMENDATIONS, LISTED DISTANCES & MANUFACTURER SPECIFICATIONS. D, THE INSTALLATION OF ALL WIRING, CABLE SHALL BE IN COMPUANCE LOCAL ORDINANCES, NFPA-70 AND MANUFACTIJRER SPECIFICATIONS· E. ACCURATE WIRING DIAGRAMS SHALL BE SUPPUED FOR "AS-BUILT PLAN" PURPOSES· ANY DISCREPANCIES, CHANGES AND / OR ~,LTERATIONS MADE TO THE ARCHITECTURAL FLOOR PLANS AND / OR INTERCONNECTING SYSTEMS (SPRINKLER, HVAC, STRUCTURAL, ETC.) ~HALL BE DOCUMENTED AND SUPPUED FOR "AS-BUILT PLAN" PURPOSES. =. ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE· CONCEALED DEVICES SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. EACH INITIATING DEVICE SHALL BE CLEARLY LABELED FOR ITS RESPECTiVE ZONE, CIRCUIT AND / OR ADDRESS. / OR CHANGES TO THE FiRE AEARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A UCENSED ENGINEER OR THE AUTRORllY HAVING JURISDICTION. 2. REMOTE ANNUNCIATOR INFORMATION A. THE REMOTE ANNUNCIATOR SHALL BE LOCATED AT THE MAIN ENTRANCE, 3~MOKE AND HEAT DETECTORS A. EACH SMOKE OR HEAT DETECTOR SHALL NOT BE INSTALLED WITHIN ~" OF A SIDE WALL. B. EACH WALL MOUNTED SMOKE OR HEAT DETECTOR SHALL BE INSTALLED BETWEEN A" & 12" DOWN FROM THE CEIUNG. C. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING D. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN A 36" HORIZONTAL PATH FROM THE TIP OF THE BLADE OF A CBUNG-SUSPENDED (PADDLE) FAN. ~. MANUAL FIRE ALARM PULL STATIONS A, THE OPERABLE PART OF EACH PULL STATION SHALL BE MOUNTED ~21-48'' FROM THE FINISHED FLOOR. B. EACH PULL STAITON SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE, ]. EACH PULL STATION SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. ). A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER ~0' IN WIDTH AND WITH 5' OF EACH SIDE OF THE 3PENING. 5. NOTIFICATION APPUANCES ~. ALL AUDIBLE DEVICES SHALL HAVE A TEMPORAL-3 CODE. B. A SUFFICIENT NUMBER OF AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE FIRE AEARM SYSTEM IS AUDIBLE IN ALL PARRS OF THE BUILDING, C. ALL STROBE APPLIANCES SHALL HAVE A SYNCHRONIZED LIGHT PULSE OUTPUT AND REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS. D. THE BOITOM OF THE STROBE LENS OF ALL WALL MOUNTED STROBE & AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE MOUNTED AT 80" ABOVE THE FINISHED FLOOR. &SPRINKLER SYSTEM INFORMATION A, EACH SPRINKLER SYSTEM DEVICE(S) AND/OR PUMP(S) SHALL BE MONITORED BY THE FACP. 7. HEATING VENTILATION AIR CONDITIONING (HVAC/ INFORMATION REFER TO HVAC SCHEDULE FOR UNIT INFORMATION. DUCT SMOKE DETECTORS SHALL BE INSTALLED AD REQUIRED BY IRE MECHANICAL CODE OF NEW YORK STATE (SECTION 606 - SMOKE YSTEMS CONTROL) AND IN ACCORDANCE WITH NFPA-72 & MANUFACTURER SPECIFICATIONS. AD PER SECTION 606, DUCT SMOKE DETECTORS ARE NOT REQUIRED WHEN ALL PORTIONS OF THE BUILDING SERVED BY THE ,AIR DISTRIBUTION SYSTEM ARE PROTECTED BY AREA SMOKE DBECTORS CONNECTED TO A FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTIONI 90?.2 OF ITtE FIRE CODE OF NEW YORK STATE . EACH HVAD UNIT SHALL SHUTDOWN UPON RECEIPT OF ANY FIRE AEARU SIGNAL IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW STATE (SECTION 606.~). ~ STATE - FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA iNITIATING DEVICES. · ALARM CONDITION - ACTIVATION OF ANY INIHATING D~CE SHALL REPORT AN ALARM CONDITION TO THE EACP AND IMMEDIATELY NOTIFY STATION. UPON ALARM CONDITION, THE FIRE DEPAN~ENT SHALL BE NOTIFIED VIA CENTRAL STATION, OCCUPANTS SHALL BE hlOTIFIED ViA NOTIFICATION APPLIANCES & ALL OUTPUT/CONTROL FUNCTIONS SHALL BE ~CTIVATED AS REQUIRED (HVAC SHUITIOWN, ELEVATOR RECALL, ETC.). - ACTIVATION OF A TAMPER SWITCH OR MALFUNCTION THAT HINDERS THE PERFORMANCE OF THE FIRE ALARM M SHALL REPORT A TROUBLE CONDITION TO THE EACP AND IMMEDIAIELY NOTIFY CENTRAL STATION. UPON A TROUBLE CONDITION, THE CONTRACTOR SHALL BE NOTIFIED VIA CENTRAL STATION & FACP SHALL SOUND ALERT TONE. CENTI~,AL STAIION NOTIFICATION SHALL BE MADE DIRECTLY FROM FACP, EXTERNAL COIMMUNICATOR OR BY MAIN BUILDING EACP IF FADP IS EX1B{IOR MULTI - PURPOSE DECK AN-2 AH-1 I-7 DATA CENTER 1-16 AH-4 1-15 STORAGE AH-5 1-4 I-2 ELECTRIC GAME ROOM LOBBY CORRIDOR ELEVATOR OFFICE ENIE CE pANTRY BREAK OUT ROOM 1-28 j 1-29 EXTERIOR MAIN LEVEL FIRE ALARM DEVICE PLAN scm Vs' = r-o' ® 1-33 ~ORAOE I 82 ~E 1-31 FLOOR 2ND FLOOR N2-10 't2-9 2ND FLOOR MNN 15cd 15cd N2-8 N2-7 -vA-SPARE NAC gl ® 1-66 I-U25 1-69 1-70 I-M24 1-71 1-72 I 73 I 7'1 I 75 I-M25 1-7~ 1-77 1-78 1-66 1-65 I-6& 1-50 1-51 GROUND TO 120 120VAC TO GROUND FACP RISER DIAGRAM I-~3 I-M( I-1 I-2 I-3 I-( 1-5 1-8 1-7 1-8 I-9 1-10 I-I1 1-12 COMMUNICATION TO MAIN CONTROL PANEL RRE AU~RM WIRE TABLE SYMBOL DESCRIPTION MANUFACT, FRLP MODEL FPL MODEL A 16-2 ~ISTED SHIELDED BELDEN L 6220FK 5220FJ B 14.-2 TWISTED BELDEN 6120UL 5120UL C 18-2 TWISTED BELDEN 6320UL 5320UL D 16-2 TWiSTED BELDEN 6220UJ 5220UJ E EXISTING WIRE TO REMAIN NOTE: USE FPL~ FOR PLENUM; USE FRL FOR NON-PLENUM 1-27 t-26 RAT ROOF DUMB AlllC LOBBY LF 1-72 1-73 -- 1-76 CORRIDOR ® __,- ® ATOC A~IC FLOOR FIRE ALARM DEVICE PLAN 1/8' = 1'-0' 6AHAGE ® 1-56 ® ® 1-61 1-68 MULII-PURPOSE ® _ _ ] -- · 1-64 -u28 SEF~CE KITCH~ RrU 2 RTU-1 CORRIDOR I 57 WAITOR RTU-3 MEETING ROOM ® ® LOBBY 15cd CORRIDOR ELEVATOR BREAK OUTROOM 8REAR OUT ROgM 2ND FLOOR FIRE ALARM DEVICE PLAN 1/8" = iL-O- 1-63 1-25 1-15 J.C. & STOP, AGE ® I-M21 1-62 1-24 1-23 1-16 1-17 TOILET 1-85 1-21 1-61 1-57 I-MIB 1-19 3RD FLOOR 1-59 1-58 2ND FLOOR 1-20 1-M7 SHOWN AS PLAN NOTATION LEGEND (NOTE: ALL SYMBOLS MAY NOT BE USED) DESCRIPTION SHOWN AD DESCRIPTION SUSPENDED PUSH-UP 'TILE CEIUNG RNISHED I~PE CEIUNG (PROVIDE ACCESS HATCH 'OR DE~CES ABOVE AS REQUIRED) NO CBUNG - OPEN TO DECK OPEN TO FLOOR ABOVE ANJ / FIRE DEPARTMENT KNOX BOX END OF LiNE RESISTOR (PER MARUFACITURER SPECIFICAIIONS} RELOCATED DEVICE FIRE MARSHAL STAMP BOX FIRE RATED W~L (SHEETROCK BOENDS TO DECK) NOT RATED WALL (SHEETROCK EXTENDS 12' BE]OW DECK SOFFIT / ELEVATION CHANGE STRUCTURAL I-BEAM .MINIMUM OF 12" OEMH UN~'S LOW WALL (MINIMUM OF 18" BB_OW CBUNG) BEAM DLLEuIOR PATH (MNNTNN UNOBSmUCED PATH) HATCHED AREA NOT IN CONTRACT MINIMUM DATE DESCRIPTION 10-08-10 ORIGINAL SUBMISSION TO AHJ PROJECT INFORMATION: COMMUNII~ CENTER AT SANTORINI BEACHCOMBER RESORT 3800 DUCK POND ROAD CUTCHOGUE, NY H935 FIRE INSPECTION REQUIRED OPENING iNSTALLATION CONTRACTOR: NORTHGATE ELECTRIC CORPORATION 30 BRIARFIELD LANE HUNTINGTON, NY 1~743 NY STATE UCENSE NUMBER: 12000007069 UCENSEE: MARTIN BASS CONTACT: MARTIN BASS TEL: 651-271-2242 FAX: 631-271-22¢5 DESIGN BY AND VENDOR: CASEY SYSTEMS, INC. 209 LAFAYET[E DRIVE SYOSSET, NY 11791 CONTACT: TOM CARPENTEf TEL: 516-~3-4700 FAX: 516-~33-1131 JOB NUMB I OF 1 CS-10-28 b Hip = 5&+T6 - Hip = =~+T8 L A NO Indicates (2).5 S~/~ Post ~ Indicates Load Bearing Open~ng Typical Roof' Framing = 56 --6C5NI6 -50kal @ 16"oc Hip/Valley Bearn~ = ('2)SCSJ12-50ksi + (2)56/~TSBI6 UNO Ridge5 = 865l, ql6 +8TSBI(~ PROdEGT NORTH 51 COVER ,SHEET $2 DETAIL ~'4EET ~3 OPENING FRAMING 5B.I HALL SECTION5 2011 '%, 12.//~'//~ 4 Main Skeet Moine 04838 2D7.839.0980 SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING ROOF FRAMING PLAN DA'J[: 11.8.10 DRA~N~ NUMBER' SCALE: as ~ot~ S - '~ SLIP TRACK DETAIL w/ (1) P.A.F. ~ TYPIGAL BEAM INFI1,1, FRAMING DETAIL TYPIGAL BEAM INFILL FRAMING DETAIL As Rec~d 15y Stud. AL'bach m/ (I) ~lO-I~ WINDOW SILL DETAIL To Joist/Rafter uJ/(2) dOIST/ROOF BRIDGING DETAIL Track HDS HEADER DETAIL Openirw] Fr~ning WINDOW SILL DETAIL FLAb~ER TO STIFFENER CONNECTION DETAIL By LOAD-BEARING BOXED HEADER DETAIL ReoJd By HDS JAMB TO BASE GONNEGTION To Stud m/(2) #10-16, SPAZZER BAR BRIDGING DETAIL DEFI ,EGTION CLIP DETAIL 5TEEL CONCRETE POWDER ACTUATED FASTNERS MIN. SPAGING & EDGE DISTANGE DEFI ,EGTION GLIP DETAIL LIGHT 'Ma Leod SANTORINI MEETING HOUSE GAGE ~AETkL FRg~AING 11,8,10 DETAILS MAIN ENTRY DOOR ELEVATION /-cont, Stud grld~ir~ ~ · II ' I1: II ' 11-'1 TYPIGAL DOOR ELEVATION / LOAD BEARING ¢2) TYPIGAL WINDOW ELEVATION Track~ Typ. / TYPIGAL DOOR El ,EVATION Typical Openin~ Framinc3 Schedule Nir~loa~e G, D', D' (2) 6T~l$ + ~ (I) ~r~l~ (19 ~,2 ~ (2) F~t 51ide Cll~ (2)~xl~. Clip ~d 5~mil~ ~ ~ ~ m/ (2) PAF% m/ (g) PAr', abt ,4 Main Street 207.839.0980 SANTORINI MEETING HOUSE Cutchogue, MY LIGHT CAGE METAL FRAMING OPENINGS DA~: 11,8,10 DRAV~N BY' B~M DRAV~N~ NUMBE~: SCALE: os noted NO 2010-227 S--3 WALL SECTION 2 RSF. 2~G-4, 1 WALL SEGTION 8 REt. I/TG-4,.8 FRAMING NOTES LEGEND DESCRIPTION 12 L WALL SEGTION I RZF. I/TG-4.1 T.O 51ob 'd Fir/ Tip oF RaFter EL.: -24~-0" I I I WAI .I, SEGTION 4 REF. 1/TG-3. I i Dq'P5 [MacLeo~ SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING flEE SECTIONS FI:LAMING NOTES LEGEND - CCA WA! .1. SEGTION 8 CCA 7*-LI ~4 +/- LIGHT MacLeod SANTORINI MEETING HOUSE GAGE METAL FRAMING SECTIONS 5s~ - DETAIL AT TYP. RAFTER Neste Ridge 5(~ +Tf. Neste, Moin Ridcj~ Frwninq About Centerline Typ. RaFter Below at Ceiling .Joists) Edge 3 s/s LGF Nail Adjust DMm to Clear Elevator Sl*~ft t'l Steel Bearing Stud E~louJ Ea. Rafter To Sit on Strctl ELEVATOR ROOF FRAMING PART PLAN FRAMING NOTES LEGEND LABEL DESCRIPTION ~ 2~'~,5,J1~ Studs 0 I~,"o.c. UNO ~'---! ~CSJI5 Studs ~ I~"o.c. UNO (Full H~ 5tud~ 12'~ m/m lOFt of main WA1,1. SEGTION 6 MacLeod Structural £ngiaeers, PA Yain~ 0403~ SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING SECTIONS DAIE: 11,8,10 DRA~ BY: B'/N DRA~lNG NUMB[R: SCALE as noted PROJ NO: 2010-227 S -- ~. ~ FP~kMING NOTES CCA -CA crA- ~EGEND WALL SEGTION 7 [ macLeod SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING SECTIONS OAl~ II.B.IO I DItA~ BY' B~k~ I DRA~NG ~Ul~9~: SCALE: osnoted IPRoJNO:2010-2~TI S-}.4 FRAMING NOTES Roof LEOEND LABEL DESCRIPTION WALL SEGTION 8 12. 7LII ~4 +/- h es] 't/foil° t~...-.= 404 Main Street LIGHT DAE: 11.8,10 SCALE (:s noted ' MacLeod go,amI kioine 04038 207.839.~9§0 SANTORINI MEETING HOUSE GAGE METAL FRAMING SECTIONS CCA WALL SECTION 11 TO,5[ob 3rd Fir/ Tip oF Ratter EL.= +241-0" WALL SECTION 9 WALL SEGTION 10 8 FMirror Framing About Centerline 58+T& Nested Frame to Main Ridge (Sg+T6 Belou~ at Ceiling Joists) 5q75t 58+T6 Nested Main Ridge-~ (56+T6 Belotu atN Ceiling Joists) k~ 58 Typ. (56 Belotu at Ceiling Joists) STAIR ROOF FRAMING PART PLAN T.O.Stab 3rd Fir/ Tip of RaFter EL,= +24'-0" Post BeloLu 56 LGF INo[I to Bear On Struct'l Steel BeloLu. Provide Stud Directly Belot~ Ra~tor/Joist. Infil ~u/ Add'l Studs os RecC'd, 5tructq Steel PART ELEVATION AT END WALL T WAI ,I, SECTION 12 FRAMING NOTES LEGEND LAJ3EL DESCRIPTION Hip Becrn L Itlttolta i MacLeod SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING "~: SECTIONS DALE: 11.8,10 DRAGON BY: B~ DRA~N6 NUMBER: SCALE os ~oted N0:2010-227 S-3.6 T 0,51¢b 3rd FIr~ CCA FRAMING NOTES LEGEND LA~EL DESGRIPTION 52~'~ 2~2d-SJI8 5rods 0 16"o c. UNO T,O.51ob ~rd Fir/ Tip oF RaFter EL,-- +24~-0" WALL SEGT[ON 13 WALL SEGTION I4 IVlacLeod SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING SCALE: SECTIONS 11.8.10 [ DRA~N BY: B~I ~ DRA~INB ~IU~BER: os notedI PROJ N0:2010-227I S--~.7 WALL SEGTION 15 -~Y~ntin. tSrld~ir~ 5S~--~ TRUSSES @ 2i~l' O.G. FI:~u"4ING NOTES LEOEND WALL SEGTION I 6 [Mac/eod SANTORINI MEETING HOUSE LIGHT GAGE iviETAL FRAIvilNG SECTIONS SOALE: os .oted S-~3.8 / (2)55~ ~xed po~t,e WALL SECTION 19 T'm]CaL Hm/VALL~W WALL SEGTION 1 B WALL SECTION 17 FRAMING NOTES LEGEND LABEl. DESCRIPTION ah, MacLeod SANTORINI MEETING HOUSE LIGHT GAGE METAL FRAMING SECTIONS SCAL~ as noted PROJ ~ S- 5.9 SUFFOLK CO[JNTY DEPARTMENT OF HEALTH SERVICES APPLICATION FOR SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK GENERAL NOTES: 1 .NO CONSTRUCTION Stt3J~L COMMENCE UNTIL TH~ FOLLOWING CONDITIONS ARE MET: A.A PERMIT TO CONSTRUCT AND DISCHARGE FOK TEI~ WASTE DISPOSAL SYSTEM (NEW yORK STATE DEPARTMENT OF ENWIROMI~NTAL CONSERVATiON) AND AN Al>PR. OVAL TO CONSTRUCT ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES B.THE CONTRACTOR I-I~S NOTIFIED THE ENGINEER IN WRITING OF HIS INTENTION TO COMMI[NCE CONSTRUCION AND I-IR S1-L~LL SUBMIT A~r ACCURATE SCItED[ILE OF ANTICIPATED WORK PROGRESS AT LEAST 14 CALENDAR DAYS PRIOR TO ACTUAL COMMENCEMENT DATE. IF FOR Ably I~EAS ON CONSTRUCTION IS TEMPORARILY SUSPENDED, A WRITTEN NOTICE OF SAME SHALL BE TRANSMITTED TO THE ENGINEER. ~%TITEN NOTICE OF P~E C OMM~NCEIVIENT OF CONSTRUCTION TOGEITIER WITH A REVISED PROGRESS SCHEDULE SHALL BE TRANSMITTED TO ~ ENGINEER AT LEAST 3 WORK DAYS pRIOR TO ACTUAL RECOMMENCEMENT DATE. C.A LL NECESSARY APPLICATION S HAVE BEEN FILE D WITH THE HEALTH DEPARTMENT, NYSDEC, 2.PRIOR TO TH~ INCORPORATION OF ANY MATERIAL OR EQUIPMENT INTO ~ WORK, FIVE (5) COPIES OF SHOP DRA~GS, CATALOG CUTS, ETC, AS MAY BE REQUIRED SIt~LLL BE SUBMITTED TO THE ENGINEER. NO MATERIAL OR EQU1PMENT SHALL BE INCORPORATED INTO 4.TIt~ CONTRACTOR S 14~L L FDRlqlSH AND INSTALL 2~r UNDERGROUND M~RKING TAPE ALONG ALL SEWER LINES, FORCE MAIN AND HOUSE CONNECTIONS. 5.TI-~ CONTRACTOR SI-[ALL DETERMINE ~ EXACT LOCATiON AND ELEVATION OF EXISTING UTILITIES BY FIELD INVESTIGATION. ~ CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE ADEQUACY OF ALL EXISTING SEWERS TO ACCEPT CONNECTION OF THE PROPOSED WORIC TItE ENGINEER SHALL BE NOtthmO OF ANY CONFLICTS BETWEEN EXISTING UTILITIES AND OF ANY INADEQUACY OF TIB~ EXISTING SEWER LIN~S TO PROPERLY ACCEPT PROPOSED CONNECTIONS AND FLOWS. 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY ~ WORK TO ~ CONDITION AS BEFORE THE WORK COMMENCED. 7.DURING CONSTRUCTiON, A REPRESENTATIVE OF THE HEALTH DEPARTMENT MUST BE PRESENT TO OBSERVE AND EXAM]NE THE WOKKMANSHIP AND MATERIALS BEING 8.TH~ CONTRACTOR SIIALL BE KESPONSIBLE FOR MAINT~dNING THE CONSTRUCTION SITE IN A NON-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH THE REQUIREMENTS OF TttE NEW YORK STATE DEPARTMENT OF LABOR, OSHA AND AJ~L OTHER AGENCIES ~VING JURISDICTION. THE CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. 9,FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ~R~ FULEILLED TO T~E SATISFACTION OF TH~ H~ALTH DEPARTMENT: A,SATISFACTORY INSPECTION BY THE OFF1CE OF WASTEWATER MANAGEMENT OF THE SEWAGE DISPOSAL SYSTEM. CALL 631 852 5754 TO SCHEDULE AN INSPECTION. B.SATISFACTORY INSPECTION OF THE WATER SUPPLY SYSTEM BY THE OFFICE OF WASTEWATER M~NAGEMENT. CALL 631 852 5754 TO SC~DULE AN A~PO~FMENT. C.FOUR P~NTS OF AN AS-BUILT PLAN ARE REQUIRED. THE AS-BHI LTS MUST BE SIGNED AND SEALED BY A LICENSED mW yORK STATE LAND SUR. VEYOR AND SUPPLY EX&CT HORIZONTAL AND VERTICAL INFORMATION OF SEWER LINES, STRUCTURES, ETC. AS-BUILTS SHALL BE PREPARED IN ACCORDANCE ~ SCDHS STANDARDS FOR AS-BUILT DRAVONGS. D.CERTIEICATION FROM THE LICENSED SEWAGE SYSTEM DIEPOSAL INSTALLER IS REQU] RED. DRAWING SAN-00 SAN-01 SAN-02 SAN-02A SAN-02B SAN-02C SAN-03 SAN-03A SAN-04 SAN-05 SAN-06 SAN-07 SAN-08 10.THE MOTELS, POOL CABANA, RESTAHRANT AND TRAINING FACILITY ARE TO BE USED BY THE MEMBERS OF LIST: COVER SHEET EXISTING CONDITIONS & DEMOLITION SITE PLAN SANITARY & STORMWATER DRAINAGE SITE PLAN WATER SERVICE SITE PLAN (note: water service to motels, restaurant and cabana has already been installed under the scdhs approved interim water supply plan) WATER MAIN PROFILES SANITARY PROFILES WEST MOTEL, EASE MOTEL & RESTAURANT SANITARY & STORMWATER WEST & EAST MOTEL SECOND FLOOR PLAN TRAINING CENTER & CABANA SANITARY& STORMWATER DRA. INAGE PLAN SANITARY DETAILS SANITARY DETAILS & SEWAGE DISPOSAL DESIGN CALCULATIONS SANITARY DETAILS SANITARY DETAILS NAME & ADDRESS OF OWNER/APPLICANT: EDUCATION & CULTURAL PROPERTY HOLDINGS, INC. 158-11 HARRY VAN ARSDALE AVENUE FLUSHING, NY 11365 ~SROAD SCDHS NOV 09 COMMENTS MG 1 / SCDHS AUG 09 COMMENTS MG BCDHS 1/16/09 COMMENTS UG SCDHS OWR 2/27/09 COMMENTS MG SCDHS OWM 2/27/09 COMMENTS MG REVISED PER SCDHS COMMENTS MG ISSUED TO SCDHS MG DESCRIPTION BY ) IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TF ALTERATION ON THE DRAWING. DRAINAGE PLAN "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT 0~' A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF' JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE-00146 FACSIMILE: 631.232.1536 JOB~ 08AE-00014 7GIACALONE CTS, P.C. LIN STREET ALE, NEW YORK 1, TEL:(516)420-8383 FAX:(516)4; FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 TORINI BEACH I RESORT I DRAWING DATE a/:s/os DRAWN BY .o SCALE AS-NOTED CHECKED BY Ha PROJECToa~z 00014 ;HEET 1 OF 9 DRAWING NO. -- \ EXISTING SANITARY ' VENT REMAIN (TYP) JTING POOL TO REMOVED (EYP) X LINE OF APPArEnT mO ' /" / / / /EXISTING VENT (TYP. STOR ISTING STF \ 2"CW 4"FS x \ TE~t[,~ 0 L~'i '"B 3 \ TWO V~TR TOF \ / \ \ BURIED \ \ \ (--52--_ \ \ \ \\ \ \ \N,\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ ', \\\ k k\ \ ,xN ", \ \ k \ Nec%N\\ \x\\ \\ \ \ \ \ - \ 4"FS \ TE~,T \HOLD -- -- ~ ~ ~ ~.x_ / Y'(3 1HOLE HOLE B-~k ' EXISTING IN STREET FOR 4" BY SCWA / / "XISTING SIAME BE CONNECTIONN MrTN O~EB ~N %, \ \ \ LEGEND SOIL BORING LOCATION EXISTING SANITARY POOL WITH PIPING & VENT EXISTING WELL NOTES: WELL W-l: No. S, 120279 ~NSTAILLEO BY KREIGER WELL & PUMP CORP.. COMPLETEB AUGUST, 2002. WELL W-2 No. S58840 INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETEB JUNE, 1976. NOTE W-1 AND W-2 ARE NOT CONNECTED TO THE POTABLE WATER SYSTEM. ',, 2-o;: SUFFOLK COUNTY DEPARTMEI~ OF HEALTH SERVICES APPROVED REFERENCE\UMBER: C_ I D-0~ ~00~ SEEDRAWING# J OF I tb FOR SPECIAL CONDITIONS, RF, VlEWER'S INITIALS; ~ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL TOTAL AREA OF PAP-CEL : IS 5q ACRES MG' 8CDHS NOV 09 COMMENT8 MG SGDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS MG SCDHS OWR 2/27109 COMMENTS MG SCOHS OWM 2/2W09 COMMENTS MG REVISED PER SCDHS COMMENTS ISSUED TO SCDHS MG ROTE: ~ EXISTING HOT- FOR ~' / ~[, N N ~ x, x DESCRIPTION BY ~- N® C, ESANA~ x \ \ \ X. , TAX LOT ¢83-2-1, 2 AND 17,2 HAVE ~ DOMESTIC FlEE SERVICES 'N/eH { ~ k X N 'N N x N N N X N 'N. ' BEEN MERGED AND AND A NEW TAX MAP STD~;~C ~ROM r-- %% '~ ~ j 2' , ....... N N Xx N N NN k ,% k NUMBER ASSIGNED BY SUFFOLK COUNTY IT IS A VIOLATION OF THE LAW FOR ANY PERSON. MAIN X~ ~ATER ~ER~E FROM METER TO RP~ ~ ~ / ', ~1000 GALLON PRECAST D COVER, x, ~m~ ur~N~N X. k . 'x , ~ REAL PROPERTY~I7.3) REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A BY SCWAE / / '% ~% ~ ,~,/SEPTIC TANK TO REMAN ¢ ~L 21~0 k /'x~"~'-~ %'-'' k '. % ''x --,, ,( ~( FORMER ,~,%2~1~2 AND 17.2 TAX MAP LICENSED ARCHITECT/ENGINEER. TO ALTER IN ANY ~ ¢ ~ k N ~ % ~x/-~ ~ ;'v;' nrr: =~r¢~eT , r*~u,k,¢ i ~ '- ~ x ~ -- ' . x k % / NUMBER~UL[ ~-z WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM ~* . , x / ~ ~Xl ~TIN~ POOL / I / ~ ' *N / k x X X k X / 'N e~ ALTERED. THE ALTERING ARCHITECT/ENGINEER EXISTING/4 WATE8 ~P k ~ ~ , /, / . k /' ~ ', ~. SHALL AFFIX T~ HIS/HER ITeM THEIR SEAL AND , . IN STREET FOR 2 , X ~ , ~UIP~ENT ..... , ~ ~ , ~ ~ X X . k / X - ).* THE NOTATION ALTERED BY FOLLOWED BY , SERVICE, BY SCWA TO ~ ~ o~xz~H=~ ~[~ r '--, , ~ ~ ~ , q /' q '~ O NI~/HER ~IGNATURE AND TNE DATE OF SUCH METER PROPER~ L ~ ~ ~ q q ~ X x , ' ~, ¢ ,~ ~, ~ ALTERATION, AND A SPECIfiC DESCRIPTION or THE h - ./ ~,' HOLE B-4 ,/I ~ x '~~ , ~ ~ ~ ~ / ,.x.. ~ , ', AP~OX. ~ooo' ~o~ ~ ~ / ~ / / I ~ ~ X x ~ ~ ~ ~ ~ ~ / '~ N Pz ~& , ALTERATION ON THE DRAWING. x "1 f '~] ¢.,o-~-_ ]' } ~ % ~ / / ~ TEST HOLE (T~P) ; k,l',.,. ~, ...T;~ X. k~, X~ 'k '~ '~ ./' NH. '' "N ~ INTENDED FOR THE SUB,EOT PROJECT ONLY ASA % ' / J ~%~~ ~ % / / %~ ~/~A/¢ ,,~ / ~ n~ %~ N ~ ~ ~ ~ ~ ~ k ~ ~ / ~, ,/ "N ~ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN ~ ~ ,~% ~¢~ ~% / ~ /~ / / ~LL ~W~ INU.~ ~U~ / , =~ ~) ~ ~ ~ ~ ~ /' > - ,, % THE OWNER AND JAMES. ~SALA A ASSOCIATES. , ~', ~¢¢~ ~-~/--~ ~ ~ k ~ / / ~nP .~1/ ~lkl~ ~FTA~ Q~ X ¢ k ~ k ] ~ ~ ~ ~ / ~ J ~ ,, LLP. THESE PLANS AND SPECIFICATIONS WILL BE ~ // / /~ ~ ~ ~ ~ ~ ~ /~ ~ ~ ~ · % ~ ~ / /VU~ /~VI~ ggB~IBN~ ~/~IL~k x ~ k k k k ~ ' ~ ~ -' / ' N THE SUBJECT OF A COPYRIGHT PETITION AND MAY N// /~ ~ ~ ~~ ~ ~ ~5 N / // ; I / e¢ X -. '. , -. ~ / X ~ / / N NOT BE REVISED OR REUSED BY ANYONE WITHOUT ..... ~ ~ ~ ~--~ I . _ k k k _ , , THE WRITTEN AUTHORITY OF JAMES, LASA~ Z .~-- -h~/',/ ./ // //,',:x.'/~---~-~--~---Z .... ~--~ '~'~'~ ', % ~ , ~ / / / x 'x x~ x ~ >,- ~_ x , ~ ' / / x, ASSOC~TES, LLP . ~ ~/ ~ / ~ / / J / ~ 3~~ ~ ~ / X ~ N ~ - X X ),- ~x , ~ ~ , ~ ~ r ~ 'N //~ TELEPHONE: 631.592.2660 JOB ~ 0~E-00146 / ~ ~ ~ ~// // / ~ / J ~ ~ ~~~~ t ~ ~ ~ ~ ~ ~ '/~ k % ~ ~ ~[ ~ ~ ~ ¢ ~t " /~ '%% . FACSIMILE: 6~1.252.1556 JOB ~ 0~E-00014. // / ~.g-~ '// - / ¢ ¢ ~' ¢ ~¢ -¢ ~ ~ ~ ~ ..... ~ ~ ~ ~ ~ ~ ~ ~ - ', '~' ~ . - ~ ' k x , X~ ~----~ ~ / ~ ~ ' IFARMINGDALE, NEW YORK11735 ~ , // / / / / / / ~ o~ ~ ~ ~ ~ ~ ~ ~.~o-~ ~ ~ ~ ~ ~~~ ......... ~__~ .... ~ ~ x-~ ~ ~ ~ --~ ~ ,, , / / ~ ~ / / 'PROJECT .,~ / - - _ _- - - .~, ......... -__ ., _----_ . . . . - . , , . / , x , ~ SANTO~IBEACH 'W , _ ........ ~ ....... ~ ...... ~SORT / ~ ~ / ~ s .''' " ..... SANITARY STRUCTURE RE~EDIATION SCHEDULE SCALE A$ NOTE~ CHECKED BY / //)// /// / //~ / /5 // /x / ~ 1.[XISTINe SANITARY SYSTEMS SHALL BE REMEDIATEB AS IHBIOAT[B ON THIS DRAWIHG. ARCHITECT/ENGINEER IS EXISTING 1 "=40' \ .~ / ' ~" SHALL NOTIFY THE SCDHS OFFICE OF POLLUTION CONTROL x d ~ ~ ~'" 72 HOURS (651 854 2504) PRIOR TO THE COMMENCEMENT ~- '"' . OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN ,., BE PRESENT TO OBSERVE THE REMEDIATION WORK. CONDITIONS SITE PLAN NO. EXISTING 8" FOR TO HOLE ,/ / fO" / ~ / EXIS.$1NG /' mO /" ' '" FErN C E ON' IN STREET 'IRE SERVICE BY SCWA~ LINE 'X STREETq MAIN BY BEACH / / / / ,/ NE!d 4' H CHAIN LINK FENC4-- TE NONTE; EXISTING REFU~RECEPTACLE AT L~UNDRY ROOM TO IEMIAN THE WELL W-l: TO BE USED FOR PURPOSES ONLY. ALL WELL ERALS HAVE NEED DISCONNECTED. ARE NO CROSS CORNECTIONS INTO WATER SYSTI~M. ~ELLW-~ STUB AT EDGE OF PAVEMENT MAIN 0 'T- O 0 0 0 (j ~o NITARY (TYP) PAD \'X ]STING 4"CW 2"CW ,I~TING 4"FS SIAMESE CONNECTION EXISTING HOT-BOX FOR DOMESTIC AND FIRE SERVICES FROM STREET. 3" WATER SERVICE FROM METER TO RPZ EXISTING WATER METER INSIDE PROPERTY LINE EXISTING 4~ WATER TAP IN STREET FOR 2" SERVICE BY SCWA TO METER ~ PROPERTY LINE APPROX. 1000' FROM 4" · OR FUTURE EXI~TIN® COLJ~T ADEQUAT~ RPZ DEV SHALL/ BE pRQVIDED TO PR~CT/ AGAINST ANY POTENTIAL~ROSS- COnNeCTION FROM THE SWIIMMJNG POOL AND ASSOCI/~EO EOI EXISTIN® T~EE LINE (T¥~) TAP SADDLE OFF ASSEMBLY EXI~TIN~ OUT~OOf~ ~I~IN~ POOL EXI~TIN® CABANAB EXISTIN® POOL EGUIPMENT f~OOhd/TOILETS LAN[2 NOel OR FOf~hdE~L¥ OF NIOHOLAS ALLIANO EXISTING CONDITIONS SITE PLAN 12c~D.~2' LEGEND SOIL BORING LOCATION EXISTING SANITARY POOL WITH PIPING · VENT EXISTING WELL NOTES: WELL No. S120279 INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETED AUGUST, 2002. WELL W-2 No. S~8840 INSTALLED BY KREIGER WELL & PUMP CORP. COMPLETED JUNE, 1976. NOTE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL EXISTING WELL W-2: TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL, LATERALS HAVE NEEIB DISCONNECTED. THERE ARE NO CROSS CONNECTIONS tN'TO THE POTABLE WATER SYSTEM. EXI~TIN® T~EE LINE ,/ / / ,/ / / / / / / / / / ,/ / / / / ,/ ,/ ,/ ~% NOTE. TAX LOT #85-2-1, 2 AND 17.2 HAVE BEEN MERGED AND AND A NEW TAX MAP NUMBER ASSIGNED BY SUFFOLK COUNTY REAL PROPERT~Y~(#17,$) REPLACES THE FORMER 83-2~1~,'2 AND 17.2 TAX MAP NUMBER:~OLE B-2 BUILDING GROSS FLOOR AREA SCHEDULE: 1.WEST MOTEL:8,050 SF 2.EAST MOTEL:8,285 5.RESTAURANT:5,154 SF 4.CABANA:l,654 SF 5.TRAINING CENTER:I 8,000 PROPERTY LINE SF Pf=-,OPE~T'T' LIN~ LINE LAND NOA OR FO~N1ERLY OF TIMOTH'¢ T STEELE ¢ JEANE P STEELE ? Cp SUFFOLK COUNTY DEPARTMENT ~F HEALTH $ERVICI~S APPROVED REFERENCE NUMBER: C / D- O ¢o ~ O O ~ SEE DRAWING ~ ~ OF ~ FOR SPECIAL CONDITIONS REVIEWER'S INITIALS; LREV I DATE I ISSUED TO SCDHS MG DESCRIPTION BY · IT IS A VIOLATION OF THE LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TF ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB # 08AE-00146 FACSIMILE: 651.232.1556 JOB~ 08AE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 · PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOOLrI~, lXJEW YORK I 1935 · DRAWING ~IN,~J_ ,~5-~L.LILT 5L..lf~X/Ey DATE ~/~/o~ DRAWN BY x ® SCALE AS-NOTED CHECKED BY HB PROJEC SHEET 2 OF 9 "1 ~NDWATER 0 0-4 IS 16.3 FT. LE®ENP ~ THE GROUND SURFACE ELEVATION @ B-4 IS 19.15 FT. '~ - ' ' LP R/W/D/E# I o I ( · ) PROPOSED 12 PlA ~ ~ ~TIMATED BY REFERENCING ~ V ~TOR~TER LE~HIN~ POOl ~ )N3 F ~TER = ~5~ ~.l~. - , /' ,/ ~?~ ,~ / ~ ,' ' / ,'~/ ~ / ABOVE ~"DA ~ ~ / ~,~ ~ / GROUND ATER --f -- · % / ~' x-- // ~/~'~ ~ ~ ~ GT1 11.50 7.50 7.00 J 2.00 - - .................................... ~' ,~ -- G/ / ~ rv J J / GT2 ~1 B5 1847 1797 J 12.97 - - ~ ~ ,/ ~ // ~// '~//~~ ~ / ~ ~i ' lg[50 ~6.~9 ' ' XOVR~TS,ST2 g~59 - - ~ GT1 GT2 lO'PlA * /' / / /~%~/~ // ~/ ~ ~ "~ ~T? ~9,~0 I - XOW ST4 rose - - ,' '-- / // ~//// ~ ~ '~// ~ / ~ ~T~ 19.50 - XOVR ST5 9.s~ - - ~ ~ , ' ~ '~ ~ ~ ~ N", ~ S.TRAINING EN / STATION . W/F El ~OOL~ ~ x ~ ~ ~ X , x ~ ) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ '~ "~ '~ kO~ATION OF' 5UBSU~FAO~ FAOiLITI~515 A~OXI~AT~ ANg 43JO4JO9SCDHSOWR~271ogCOMM~NTSM~ ~ ~ ,~ ~, ~ ~ ~ x. X xX ~. '~ --.. ~.. ~/.~ X/E~IF~ TH~ LOCATION~ OF EXISTIN~ UTILITIES AS ~E~UI~E~ o ~,~,~ ........................... ~.~ ~ ' N ¢ ~ ~ k ~ '. ~. % N 'N ~ %.. '~'~%' ~'TH~O~K I 2 11~/18/081REVISEDPERSCDHSCOMMENTSI MG ~ ~[CEPTAOLE / k ~ k kk %k k % % ',% %~¢ ~ 1 - ISSUED TO SCDHS ~ ~ WI~ / k ~ k k . k % k %.. %% ~ NOTE: IRFV I nAT~ I nFR~BIPTI~M I ~V ~ ~ , ENCLqSUE~ k ~ % ~ % % % ~ T~X LOT ¢85-2-1, 2 AND 172 HAVE ~ x ' , k , k ~ UNLESS ACTING UNDER THE DIRECTION OF A ; / ~ x ~ ~ $ x~ '~ x x ~ x , ~ ',~' "e. % ' :. x x x . ; x x x x /' / % r ~ ~ ~ x, ~ x. ~. ~ ~ ~ X ~ X X. /~~ ~,. ~-c ~¢ JTHE NOTATION "ALTERED BY' FOLLOWED BY ~ ~ ~ ~ '~ '~ x~ x~ ~ ~ ~, ~ ~ ~ ~x ../ 'x ~ -$~. ~o+. ~ , ~ ~ . ~ , , ~ ~ ; ~ ~ ~ -, ./ '~. '.., ~ "G~ ~ IALT[RATION, AND A SPECIFIC DESCRIPTION OF THE~ ~ /I ~ ~, '~ ~ '~ x ~ ~ ~ ~ '~ ~. ./ ~x %.. ~ m~ ~ IALT[RAT~ON ON THE DRAWING. L ~ ~ , , ~ ~ ~ , , ~ ~ ~ ~ ~ ~' / "~ ~ ~ THE P~NS AND SPECIFICATIONS HEREIN ARE ~ ~'-.,.r ~ ~ ~ ~ ~. ~. ~ ~ [ ~ t ---~ / '. % IINTENDED FOR THE SUBJECT PROJECT ONLY AS A ~ ~ ~ ~ ~ .~ ...~_ ~ ~ ~ ~ ~ ~ ~ ,/ ~ / ~. ~ / ~ X~,/// // ' ~,C~C~'-~--~-%~ ...... ~ '~"*- ,' ', ~ ', ,' / / / / ~ '~ ~(~ ~ ~ >- ',',~ ~~ , "~ I _ -' / ,z/a.~./ / / / / /// // // // /// ." '-. -~-- ..... ~ ..... LANP NQ~O~FO~NERLY OF DATE ;/2b/oe D~WNBY // / 5~ / / / / / . / / / / .-' ''-. LANPXO~ORFORXERLY OF ,' SERVICE BETWEEN MOTELS -... ~O*~[*T~IX~ TNOTHYT STEELE ~ JEANE P. STEELE / ,~ / / / ~ / / / / / ~ .' ..... ', ,'" ~ W ~ ~ ~ ' SANITARY STRUCTURE REM~DIATION SCHEDULE: 1.[XI~TIN~ SANITARY SYSTEMS SHALL BE REMEDIATED AS INDICATED ON THIS DRAWING ..... ~ //~ / / /.~/ / ~/ // // .,' '.. .. .......... ~'~ _ ............................................. SANITARY POOL Ne.: IN ACCORDANgE WITH SUFFOLK COUN~ DEPARTMENT OF NEALTH SERVICES REQUIREMENTS. PROJEO~m~mmm~~ SHEET OF J /~ / / / / / ./ // / / / ." ~ ....... '~- -'? ......... POOL No.: SHALL ~E REMEglAT~D BEFORE A PERMIT TO CONSTRUCT ............................... , ~ ~ ~ [ . ( ~ / ~ss~ ." "-.. ~ ,. H.W.R. 0.75 h2.~.4,5,6,7,8.9,~o,~h~2.~j4.15d6, THE NEW SEPTIC SYSTEU HS ISSUED. TNE CONTRACTOR ~NO. ~ x ~ k kk X ~ ~ 19 % x ~ / ~ ," 72 HOURS (63 854 250~) PRIOR TO THE COMMENCEMENT m ~ ' ~ ¢¢¢ "'. ,' MACHINES 1 .O' oF ANY FIELD ACTIVITIES ~SO THAT SCDHS STAFF CAN m SANITARY · STORMWATER DRAINAGE SITE PLAN " OT1 11.50 7.50 7.00 2.00 GT2 Z1.B5 18.47 17.97 12.97 ~HW! 21.40 7.68.17.4! 17.5g 17_39 ST1 19.30 16.59 XOVRST3,ST2 9.59 ST? ~19.30 IOVR ST4 g_5~ ~;T,3 19.50 XOVR ST5 qT4 19.30 16.09 9.59 ~TF; 19,50 16.09 9.5~ DR1 18.50 16.03 15.95 15.95 DI P1 18.40 15.55 15.30 7.3(0 8.00 4.14 nl P? 18.25 15.20 14.95 6.95 8.00 3.79 IP1 18.10 14.76 6.7(6 8.00 3.60 IP? 18.40 14.87 6.5,7 8.00 3.71 LP3 16.25 14.87 6.8,'7 8.00 3.71 pz 18.10 14 78 6.7~ 8.00 3.62 DI P3 18.50 15.20 14.95 6.95 8.00 3.79 LP5 18.50 14.87 6.8,7 8.00 5.71 LPG 18.90 14.76 6.76 8.00 5.60 LP7 19.00 14.78 6.78 8.00 5.62 LP$ 18.90 14.87 6.87 8.00 5.71 ~-I,P4 ~U.bU 15.20 14.95 6.95 8.00 3.79 LP9 18.80 14.87 6.9(6 8.00 3.80 LPIO 18.90 14.78 6.7~ 8.00 3.62 LP11 18.7S 14.76 6.76 8.00 3.60 LP12 18.60 14.87 6.96 8.00 3.80 DLP5 18.50 15.20 14.g5 6.95 8.00 3.79 I P13 18.75 14.87 6.87 8.00 3.71 LP14 18.50 14.77 6.77 8.00 5.61 LP15 18.15 14.78 6.78 8.00 3.62 LP16 8.25 14.87 6.87 8.00 3.71 sl POOL (TYP) '"-" EXISTING 8" IN STREET FOR 'IRE BY SCWA TO LiNE STREET MAIN BY WATER SERVICE "SITE/ PLAN / / ,0 ,,/ \, ,/ '\, NG (SIZIE (T P) :XISTING SIAMESE CONNEC1TION ~_ EXISTING HOT-BOX FOR DOMESTIC AND FIRE SERVICERS FROM STREET. S" WATER SERVICE 'N 2"CW 4"FS FROM METER TO RPZ lNG EXISTING WATER METER INSIDE PROPERTY LINE 4" WATER TAP IN STREET FOR 2' SERVICE BY SCWA TO METER D PROPERTY LINE APPROX. 1000' FROM ,, VISTA PLACE EXISTING WELL W-l: TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE NEEB DISCONNECTED. THERE ARE NO CROSS CONNECTIONS INTO THE POTABLE WATER SYSTEM. 4"FS VALVE WITH SHUT-OFF FUTURE BUILDING BOCCI BALL COURT RPZ DEVI~;E SHALL// BE PROVIDED TO PROJECT AGAINST ANY POTENT{A~ROSS- CONNECTION FROM THE SWIMMING POOL AND ASSOCIATED EQUIPMENT.- ~ OFF~4. CW ',, 'XI ,Tfl'N® OdT POOR '~,~,if'r,fl"cf I N ® FOOL x, NC W- TH[ EXISTrN~ C, ABANA~ ABANDONED EXl.~Jili~' ~!f4~T~I~' DEP~TH STORM / SERVICE TO CABANA. LEACHING POOL WITH SOLID COVER / RIM EL 21.50 ~.W-2 POOL EQUIPMENT P-OOM/TOILET~ **EXISTING COPPER WATER SERVICE BETWEEN MOTELS C.W. 1.5" C.W.R. 0.75" H.W. 1.5" H.W.R. 0.75" WASHING MACHINES 1.0" NOTE: 1.ALL WATER SUPPLY SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C-600 STANDARDS AND DISINFECTED AND TESTED IN ACCORDANCE WITH THE AWWA C-651 STANDARDS. 2.ALL POTABLE WATER MAINS AND SERVICES MUST DE LOCATED A MINIMUM OF 10 FEET AWAY FROM SEWAGE DISPOSAL COMPONENTS AND STORM DRAINAGE POOLS. SEWER AND WATER LINE CROSSINGS, WHEN ENCOUNTERED, SHALL CONFORM TO THE REQUIREMENTS STIPULATED IN STANDARDS ISSUED BY THE HEALTH DEPARTMENT OFFICE OF WASTE WATER MANAGEMENT. EXISTING WELL W-2: TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE NEEB DISCONNECTED. THERE ARE NO CROSS CONNECTIONS INTO THE POTABLE WATER SYSTEM. SANITARY STRU( POOL No.: 1,2,$,4,5,6,7,8,S 19. FiRE SERVICE PIPING NOTES 1. PIPINg SHALL BE DUCTILE IRON COMPRESSION FITTING STYLE (AMERICAN DUCTILE PIPE FASTITE AS STANDARD). 2. PIPING MUST MEET : ANSI/AWWA C155/A21.55 -- AMERICAN NATIONAL STANDARD FOR DUCTILE-IRON COMPACT FITTINGS, 5-INCH THROUGH 24-INCH AND 54-INCH THROUGH 64-INCH, FOR WATER SERVICE S. STANDARD PIPE LENGTHS ARE 1B'-O~ SUFFOLK COUNTY WATER AUTHORITY INSTALLATION NOTES: 1. PIPING TO BE INSTALLED AT A MINIMUM 4-½ FEET DEEP FROM THE BUILDING(S) TO THE PROPERTY LINE. 2. PC MUST ACQUIRE A 215 FORM (PLUMBERS MEASUREMENT FORM) AND FULLY COMPLETE AND SUBMIT TO SCWA PRIOR TO SCHEDULING FOR TAP. 5. A SHUT OFF VALVE MUST BE INSTALLED WHERE PIPE FIRST ENTERS THE BUILDING AND SHOULD BE INSTALLED PRIOR TO THE SERVICELINE INSPECTION. 4. ALL UNDERGROUND FITTINGS MUST BE COMPRESSION OR FLARE TYPE. 5. PC MAY USE TYPE 'K' SOFT COPPER (75'-200') OR NSW-PW PLASTIC PIPE MAY BE USED. IF PLASTIC PIPE iS USED, THE FIRST FIFTEEN FEET (15'0") FROM THE BLDG. AND THE LAST FIFTEEN FEET (15'0") MUST BE "K" SOFT COPPER. PLASTIC PIPE MUST BE CLASSIFIED TO 2DO PSI. DUCTILE IRON PIPING FOR THE ENTIRE RUN IS ACCEPTABLE FOR FIRE SERICE PIPING ONLY. Sut~['OLK C0DNTY DEPARTMEI~EOF HEALTH SERVIC~ '~ APPROVED ~F~NCE~BER: C/ O- O ~ ..a6~ SEE D~W~G ~ ~ OF ~ ~FOR SPEC~L CONDI~ON~ ~VlEWER'S BELLS: . ~ I, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL 1. B"¢ S.C.W.A. PUBLIC WATER IS EXISTING IN DUCK POND ROAD & A SERVICE TAP IS EXISTING TO THE SITE. 2. THE EXISTING WELL(S) ON THIS PROPERTY ARE TO BE USED FOR IRRIGATION PURPOSES ONLY. ALL WELL LATERALS HAVE BEEN DISCONNECTED AND REMOVED FROM THE POTABLE SYSTEM. 5. ALL WATER SERVICE PIPE ON PROPERTY IS FED BY SCWA STREET MAIN. 4. INSTALLATION OF WATER SERVICE SHALL NOT INTERFERE WITH OTHER WORK. BUILDING GROSS FLOOR AREA SCHEDULE: 1.WEST MOTEL: 8,050 SF 2.EAST MOTEL' 6,265 5.RESTAURANT: 5,154 SF 4.CABANA: 1,6~4 SF 5.TRAINING CENTER: 18,000 SF LEGEND Fs WM- EXISTING FIRE SERVICE EXISTING WATER SERVICE PROPOSED FIRE SERVICE PROPOSED WATER SERVICE METES AND BOUNDS, AND PHYSICAL STRUCTURES ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN C EHLERS LAND SURVEYOR DATED 4/5/00 TOTAL AREA OF PARCEL = 16.59 ACRES ELEVATIONS REFERENCE U.S.G.S. SITUATE: 5800 DUCK POND ROAD CUTCHOGUE TOWN OF SOUTHOL~ SUFFOLK COUNTY, NY S.C.T.M. SECTION, !OT & BLOCK 1000-8S-2-1 1000-83-2-2 1000-83-2-17.2 NOTE: TAX LOT #8~-2-1, 2 AND 17.2 HAVE BEEN MERGED AND ANB A NEW TAX MAP NUMBER ASSIGNED RY SUFFOLK COUNTY REAL PROPERTY (#17.5) REPLACES THE FORMER 85-2-1, 2 ANB 172 TAX MAP NUMBERS. LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED BY THE WORK. GENERAL NOTES RELATING TO FASTITE FITTINGS 1. FITTINGS "ANSI/AWWA C155/A21.55" ARE ESSENTIALLY AS SPECIFIED IN THAT STANDARD. FITTINGS IN TABLES WITH THE HEADING "AMERICAN STANDARD" ARE EITHER NOT INCLUDED IN THE ANSI/AWWA STANDARD OR VARY THEREFROM IN WEIGHTS, DIMENSIONS, AND/OR JOINTS. 2. FITTINGS ARE MANUFACTURED OF DUCTILE IRON QUALIFIED AS PER GRADE 70-50-05 (MINIMUM TENSILE STRENGTH: 70,000 PSI; MINIMUM YIELD STRENGTH: 50,000 PSI; MINIMUM ELONGATION: 5%) AS SPECIFIED IN AWWA C110 AND C155. 5. WEIGHTS OF ACCESSORIES ARE NOT INCLUDED IN WEIGHTS OF FITTINGS SHOWN IN TABLES UNLESS SPECIFICALLY NOTED. FOR WEIGHTS OF ACCESSORIES. 4. FOR ALLOWABLE JOINT DEFLECTION OF FASTITE, FLEX-RING, AND LOK-RING FITTING JOINTS. 5. ALL PRESSURE RATINGS ARE FOR WATER SERVICE. 6. SOME FITTINGS ARE AVAILABLE WITH BODY METAL THICKNESS AND WEIGHTS OTHER THAN SHOWN IN THE TABLES. SOME FITTINGS ARE AVAILABLE IN DIFFERENT SIZES AND WITH DIFFERENT SIZE COMBINATIONS THAN SHOWN. ALL SIZES AND BODY METAL THICKNESSES LISTED MAY NOT BE AVAILABLE DUE TO EQUIPMENT CHANGES. CHECK AMERICAN REGARDING SPECIAL REQUIREMENTS. 7. FITTINGS MAY BE FURNISHED BY AMERICAN WHICH ARE MANUFACTURED BY ANY SUCH FITTINGS WILL NORMALLY BE MANUFACTURED IN ACCORDANCE WITH APPROPRIATE ANSI/AWWA STANDARDS. OTHERS. 8. CENTER-TO-SOCKET DIMENSIONS, WALL THICKNESSES, AND WEIGHTS MAY VARY FROM THOSE SHOWN IN THE FOLLOWING TABLES DEPENDING ON FOUNDRY PRACTICE. 9. THE LOCATIONS OF TAPS, BOSSES, BASES, OR OTHER SPECIAL OPTIONS WHEN AVAILABLE ON FiTTINgS SHALL BE SPECIFIED BY THE PURCHASER AS SHOWN IN FLANGED FITTINGS/TAPPED HOLES AND SEQUENCE OF OPENINGS FOR SIMILAR BODY TYPE FITTINGS. LIKEWISE, END TYPES AND END SIZES USED IN DESCRIPTIONS MUST BE SPECIFIED IN NUMBERING SEQUENCE SHOWN IN FLANGED FITTINGS/TAPPED HOLES AND SEQUENCE OF OPENINGS. 10. LATERAL OR WYE BRANCH FITTINGS WITH FASTiTE, FLEX-RING, AND LOK-RING END CONNECTIONS ARE NOT SHOWN IN THIS SECTION. FOR SMALL-DIAMETER VARIED ANGLE LATERAL AND TANGENTIAL CONNECTIONS TO LARGER MAINS, SHOP-WELDED OUTLET PIPES ARE NORMALLY PREFERABLE AND CAN BE FURNISHED WITH ALL JOINING CONNECTIONS AS NOTED IN SPECIALS. FOR LARGER OR FULL-OPENING REQUIREMENTS, SOME 45' LATERAL AND TRUE WYE CONFIGURATIONS CAN ALSO GE FURNISHED WITH THESE PUSH-ON END CONNECTIONS. (CONTACT AMERICAN FOR AVAILABILITY.) THESE WYE FITTINGS ARE SPECIAL, AND FOR ECONOMY AND AVAILABILITY, ALTERNATIVE COMBINATIONS OF OTHER STANDARD FITTINGS MAY BE PREFERABLE iN SOME CASES. 11. AMERICAN FLEX-RING FITTINGS WILL WORK AS PUSH-ON UNRESTRAINED FITTINGS AS WELL AS "FASTITE" (WITHOUT RESTRAINT RINGS AND/OR SPIGOT WELDMENTS), AS LONG AS SUITABLE EXTERNAL RESTRAINT (THRUST BLOCKS, ETC.) IS APPLIED. FLEX-RING FITTINGS ARE THUS FURNISHED AS "FASTITE" FITTINGS IN MANY SIZES AND CONFIGURATIONS, AT FOUNDRY OPTION. ,REVI 12/09/09 SCDHS NOV 09 COMMENTS MG 10,29,09 SCDHS AUG 09 COMMENTS MG 7.10.09 SCDHS 1/16/09 COMMENTS MG 3/04/09 SCDHS OWR 2/27/09 COMMENTS MG 3/04/09 SCDHS OWM 2/27/09 COMMENTS MG 11/18/08 REVISED PER SCDHS COMMENTS MG ISSUED TO SCDHS MG DATE DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES. LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WlTHOU THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE-00146 FACSIMILE: 631.232.1556 JOBI~ 08AE-00014 ?GIACALONE CTS, P.C. N STREET ] FARMINGDAL~ FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 · PROJECT SANTOPdNI BEACH RESORT 3800 DUCK PO1N]) ROAI) CUTCHOGU]~, lNrEW YORI( I 1935 · DRAWING DATE ~/2e/o~ DRAWN BY SCALE AG-NOTE~ CHECKED BY HB PROJECTo~A~ OOOM SHEET OF DRAWING NO. GRADE ABOVE WATFR MAIN /--EXISTING /4"¢ WM a FS ~ (NLS IAURANT Bb~AN CH ) ~O+SO EXISTI[',IG " 1+00 E ,LSTINb bdUI urr vALvE SHUT E ~F vALvE Ol'q g * WM 0lq z ~ WM 25 2O 0+00 RESTAURANT 1+00 2+OO & WEST MOTEL WATER SERVICE PROFILE 5+00 4+00 5+00 GRADL A~OvE ~ ~EXISTING 4" WM .~ ~~ 0+05 L×IS IINU WS S~7 OFF VALVB 25 2O 5 0+00 I+00 2+00 5+00 4+00 25 CABANA WATER SERVICE PROFILE 1"=40'H, 1"--4'V LJ mz LO J <<~n ~ ~P~nF AR,U/E / ~, FXlSTINQ ,WATER MA N / ~WS 2'x4" ~DDLE FOR ~~ ~blBLY~4"¢ WM ~ 4"¢ ~ ~ ~ >~ T0 RAINING C,N '*R LXISII~Q ~' SCOA ~ 1'-6" WATEr MAI[~IN ~~ ~ kll~, ~ ~ 1.2~," DIA. ~ EXll ~TING SA~ ITkRY EX~TING 2"¢ CW ~ "¢ FS ~O~C~ MAIN 2" ¢ W% TO U~la~ (i8 fiN. FR9M VA.VE SEF~ TC MIETEF D!S'~ apE_) 2O 5 0+00 1+00 2+00 TRAINING CENTER WATER SERVICE PROFILE 5+00 4+00 =S LEGEND EXISTING PROPOSED SUFFOLK COUNTY DE?ARTMENT OF H~ALT~ APPROVED ILEFERENCENUMBER: ~- t b- o ~ SEEDRAWING# J OF J~ FORSPECIALCO REVIEWER'S INITIALS: '~ SCDHS NOV 09 COMMENTS SCDHS AUG 09 COMMENTS SCDHS 1/16/09 COMMENTS ISSUED TO SCDHS DATE DESCRIPTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE or SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, L&$ALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ~SSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1536 dOB I 08AE-00146 JOB 08AE-O0014 H GIACALONE CTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ~FAX:(516)420-0195 PROJECT SANTORINI BEACH RE SORT 3800 DUCK pON~) ROAD CUTCHOOUE, ~W YORK I 1935 DATE SCALE AS-NOTED CHECKED BY H~ PROJECTos^~ oool¢. ;HEET OF iNC. 25 7 7 o ~ o_ F r.D +Xo+DJ +03 FF EL GRADE 10'¢ SEWER 2O ¸15 0+00 1+00 2+00 3+00 4+00 5+00 PROPOSED RESTAURANT SANITARY SERVICE PROFILE O ~ F-- 0 DJ Z Z < Z W 0 J C) 0 go 03 go go 0 Z Z 25 25 2O Z Z Z go 0 Z Z Z Z Z Z Z 0 0 0 0 Z Z Z Z Z Z Z Z 0 0 0 0 Z 0 0 0 0 -°W8 8 W w W W W w Z Z 0 0 z zz COZ 1210 6"¢ ~ 2 5 4 5 150'- 6"¢ ~ ~z SDR55 PVC 130'- 6"¢ SDR55 PVC EWER SAN MAIN L TO SANITAR' MANHOLE SMHI 0+00 1+00 2+00 5+00 4+00 5+00 PROPOSED WEST MOTEL SANITARY SERVICE PROFILE 2O 5 CROSSING REFERENCE NUM~LR ~TYP). SEE DRAWl OF CROSSINGS. Z Z 5EGIN 2"¢ SAN FORCE MAIh TO SANITARY MANHOLE SMH1 O+OO 1+00 2+00 3+00 4+00 5+00 25 20 5 PROPOSED EAST MOTEL SANITARY SERVICE PROFILE 0 0 O- CRADE ABOVE SERVICE 35 ~6 1.25"¢ SAN FORCE MAiN CONNECTIONS GREASE TRAP LEARNING CENTER SEPTIC TANK SEE 5HLL I FOR CONT!F 0+00 1+00 2+00 5+00 4+00 5+00 [ ETAIL C-U8 UTAT!ON EL 22.00 SU'~OL~ COUNTY DEPARTMENTOF HEAL[H APPROVED , ~FERBNCEN~JIvIBER: CIo - SEEDRAWINO# / OF/~ FORSPECIALC~ RE¥1EWER'S INITIALS: ~,REVI DATE DESCRIPTION .Gl IIT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TH ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE TIlE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.232.1556 JOB ~ 08AE-00146 JOB 08AE-00014 LfTN GIACALONE CT$, P.C. STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-O 195 PROJECT SANTORINI BEACH RESORT ' DRAWING ~OF~OSE~ SANITarY SEF~/ICE DATE SCALE PROJECTo~ DRAWN BY CHECKED BY H~ SHEET OF DRAWING NO. 3AN-02C NOTE: 1.ALL WATER AND FIRE SERVICE SHOWN ON THIS SHEET IS EXISTING. 2.ALL COURTYARD STORM DRAINAGE IS EXISTING. PIPE CROSSING TABLE 6" STORM SEWER INV. 9.00 9.00 9.00 9.00 9.00 8.82 8.82 8.82 8.82 8.93 8.95 9.01 8.96 8.82 8.82 8.70 8,70 8.85 8.85 9,42 9.26 9.26 9.14 9.16 - - - 9.50 9.50 9,50 6" STORM SEWER INV. TOP OF R" RANITARY 7.50 7.28 7.06 6.84 6.62 6.88 - 7.25 - 7.45 7.32 - 6.98 6.64 6.60 6.85 7.07 7.11 7.25 7.57 ...... TOP OF B" SANITARY 6" - 6" SANITARY INV. TOP OF 1.25"¢ F.M. 7.52 - 7.52 - 7.45 7.51 7.46 - 7.52 7.20 7.21 7.21 .... 8.00 8.00 7.52 7.52 7.55 7.55 .... TOP OF 1.25"¢ F.M. 1.25-,F.M. INV. 7.20 - 7.20 - 7.51 7.59 7.$4 - 7.20 7.08 7.08 - 7.08- - - 7.88 7.88 7.59 7.59 7.40 7.40 .... 9.13 9.13 9.15 9.15 9.15 1'25"AF'M-stNV'-F' INV 4"F'S ...... 4.48 5.25 ..... 6.05 - 5.56 5.57 .... INV 4" TOP ~" F.S. _ ..... 4.81 5.58 ..... 6.58 - 5.89 5.90 - - 7.00 7.00 7.00 7.00 7.00 TOP .~" F.S. INV 3. W-M- _ ......... 6.15 5.64 5.65 INV TOP2. W.M. _ ......... 6.58 5.89 5.90 - - - TOP W-M. INV 2.W.M. - ......... INV 2~,W.M. TOP W.M. _ ..... . - - - TOP W.M. EXISI MOTEL WS ....... . 1.50 150 - 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 7.50 EXIST MOTEL WS INV. 4" WU ......... 7.00 7.00 7.00 ,.00 7.00 - - TOP OF 4" WM CLEARANCE (FT.) 1.50 1.72 1.94 2.16 2.38 1.95 1.50 1.57 1.50 1.48 1.50 1.50 1.50 1.50 1.50 1.72 1.50 1.50 1.50 2.25 1.64 2.57 2.15 1.89 1.88 1.59 1.50 1.50 1.50 1.50 1.50 1.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.50 1.50 1.50 1.50 1.50 1.88 1.88 1.88 CLEARANCE [~z'-s" ~ c.P ST - PIPE CROSSING (TYP) ;rtl PIPE CROSS,.D-MA,.TA~. 1s'~ %; '%' M~.,MUM VEET,CAL SEP^RAT,O. 0 BETWEEN SANITARY LINES AND WATER SERVICE AND STORM- ORAIN PIPING LP-Wl CPP CROSSING OVER PVC SAN UNIT (TYP) UNIT UNIT ROOF RIDGE/ UNE (TYP) ' UNiT I~ UNIT It UNIT I~ PC TO SXISTIRG CONNECT NEW PVC SAN UNES · ~ STATION 1 PARt ABOVE E/ONE ~ MODEL t 0H152-95 DUPLEX SANITARY iNV EL ~NIT 15 UNIT 14 / ROOF STORM DRAINAGE AREA 2 R" DIA. PVC ENCLOSED INSIDE COLUMN (TYP). ROOF ETORM ·ATER COLLECTION PERIMETER GUITER & DOWN SPOUT DRAINE TO READER & LEACHING POOLS O~P) ROOF ~TORM DRAINAGE AREA 3 'd 125'-6' R PVC DR85 SAR SEWER I 1,0~ MI FM FM, FM 150'--1.25"S HDPE DR9 SAN FORCE MAIN UNIT 12 24'-6" R STORM CPP CONTROL PANEL BoTroM OF PANEL 4'-0' ABOVE GRADE. UP 4" R DIP SAR , . F~I 63'-1.2~ HDPE SDR:9 SANrC~'ORC£ ~'AIN ~ i ~ / /I PROPOSEDRESTAURANT SANITARY & STORM ATER 111'-6" # STORM CPP 6"P ROOF DRAINAGE HEADER MIR, PITCH CONNECT DOWNSPOUTS TO HEADER SYSTEM (TYP.} CCP ROOF AREA (ORAINAOE) ~ATEP* HEATER CPP EXIST MOTEL WS. BLDG FEEDS EAST LP-R2 I ROOF STORMWATER COLLECTION. PERIMETER GUTTER & DOWNSPOUT & LEACHING POOLS (TYP,) BLDG. ROOF AREA START HEADER SYSTEM WITH 2' OF COVER OVER PIPE (TYP)~'~ P A~OVE ROOF RIDGE UNE (TYP)~,~ UNIT UNIT{ ~UNIT 3~ SS'-6"N PVC ROOF DRAINAGE ROOF AREA r ';~, UNIT UNIT UNIT UNIT UNIT ROOF UNIT (DRAINAGE) ST SS'-~" ~" STOR~' CPP /2 ~.c ~.RS SAN ~£R o lox ~ is/s" ~ Bi LP-W2 NEW SANITARY FORCE MAIN SEE. SITE PLANS FOR COI~NUATION. EXISTING ·ATER MAIN & FIRE SERVICE. SEE SITE PLAN FOR CONTINUATION. ~ · · / (~P.) SEE DWG 0-08 FOR FOR SIZE. SUFFOLK COUNTY DEPARTMENT OF ~EALTH SERVICF~ APPROVED ~F~CE~BER: .,C( b-O ~ .06~ SEED~W~G¢ / OF/~ FOR SPEC~L CONDITiON ~vmw~R'S ~LS: ~. N STORM sF . STORM CPP 1 PUMP STATION CONTI OL PANEL BoTr¢ a OF PANEL 4'-0' ABOVE GRADE. DH152-g3 DUPLEX SANITARY PUMP STATION PROPOSED WEST WING SANITARY & STORMWATER DRAINAGE PLAN 1"=10'-0" 7 12/09/09 / I / 5 17. 0.0 / 4 / 3 13,04,09 1L~ 11/1!/Os LREVI SCDHS NOV og COMMENTS SCDHS AUG 09 COMMENTS 8CDHS 1/16/09 COMMENTS SCDHS OWR 2/27109 COMMENTS SCDHS OWN 2/27/09 COMMENTS REVISED PER SCDHS COMMENTS ISSUED TO SCDHS DESCRIPTION MG MG MG MG MG MG MG BY · IS A VIOLATION OF THE LAW FOR ANY UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB f~ 08AE-00146 FACSIMILE: 631.252.1536 JOBf~ 08AE-O0014- GIACALONE I ARCHITEC'[B, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ~3 FAX:(516)420-0195 I SANTOP,/lqI BEACH I I / ' DRAWING UJEST MOTEL, EAST MOTEL I ~ESTAtJ~AN~ PROPOSED 5ANITART 4 5TORMLIJATER DRAINAGE PLAN DATE ~/2~/o~ SCALE A5 NOTED PROJECTo~A~ oool4 DRAWN BY CHECKED BY HB ;HEET 40F 9 DRAWING NO. L SAN-03 PROPOSED WEST WING UNrT ~ UNIT UNIT 8 SECOND FLOOR PLAN UNIT 44 UNIT SIM PROPOSED EA'ST WING 2ND FLOOR PLAN 1"=10'-0" SUFFOLK COUNTY DEP~TMEN~OF ~AL~ APPROVED SEE D~W~ ~ ] OF ~ FOR SPEC~ COND~ ~VIEWER'S ~IT~LS: ~ ~ t~REV DATE DESCRIPTION BY , IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ~TEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TF ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE-00146 FACSIMILE: 651.232.15.56 JOB~ 08AE-00014 TNGIACALONE CTS, P.C. STREET ALE, NEW YORK 11735 ~ FAX:(516)420-0195 r PROJECT SANTORINI BEACH 3800 DUCK POND ROAI) CUTCHOGUE, NEW YORK 11935 · DRAWING LUEST PTOTEL z E~ST ~IOTEL DATE ]125/o5 SCALE AS-NOTED PROJECT~^[ OeOl4 ]PAWN BY CHECKED BY ;HEET 40F 9 DRAWING NO. HD START HEADER SYSTEM WITH MIN, 2' OE~ COVER OVER P~P[ 55'-6" 6"~ STORM CPP ROOF DRAINAGE HEADER 01.0~ MIN. PITCH. CONNECT~ SYSTEM (TYP) 12'P PRECAST CONCRETE STORMWATER LEACHING POOL (TYp.) SEE DWG C-07 FOR DETAILS, AND SIZE. 2 12' DIA STORM POOLS ARCHITEC1 (TYP) WITH JEAL DWGS. / %. 6", WATER. FOR CONTINUATION SEE SITE PLAN. 8'DIA. GREASE CT2 4"DIA. SANITARY PVC: SEE SITE PLAN. SEE O TRAINING CENTER SANI' STORM WATER DRAINAG- PLAN DOWNSPOUT 12'R PRECAST CONCRETE STORMWATER LEACHINC POOL (TYp,) SEE DWG C-Q7 FOR DETAILS, AND SIZE. CABANA STORM WATER DRAINAGE PLAN LP-D4 SANTORINI BEACH RESORT DRAINAGE DESIGN DESIGN CRITERIA RUNOFF COEFFICIENT: ROOF 1.OO PROVIDE FOR 2" RAINFALL 12'¢ RINGS PROVIDE 100.9 C.F./V.F. DRAINAGE COMPUTATIONS RESTAURANT: (LP - R1) 2.402 5.F. X 2/12 X 1.0 = 400.5 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LEACHING POOLS WITH 5' DEPTH 1 X 5' X 100.9 = 504.5 C.E. STORAGE PROVIDED RESTAURANT: (LP - R2) 2,402 5.F. X 2/12 X 1.0 = 400.5 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LEACHING POOLS WITH 5' DEPTH 1 X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED WEST WING: ROOF AREA 1 (LP-W1) 2.520 S.E. X 2/12 X 1.0 = 586.7454 C.F. REQUIRED PROVIDE (1) 12'¢ L.P. X 5' DEPTH X 100.9 ROOF AREA 2 (LP-W2) 2,500 S.F. X 2/12 X 1.0 = PROVIDE (1) 12¥ LP. X 5' CAPACITY C.F./V.F. = 504.5 C.F. STORAGE PROVIDED 416 C.F. REQUIRED CAPACITY DEPTH X 100.9 C.F./V.F. = 504.5 C.f. STORAGE PROVIDED ROOF AREA 5 (LP-WS) 5,624 S.F. X 2/12 X 1.0 = 604.0 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LP. X 6' DEPTH X 100.9 C.F./V.F. = 604.5 C.F. STORAGE PROVIDED EAST WING: ROOF AREA 1 (LP-E1) 2,200 S·F. X 2/12 X 1.0 = 566.7 C.F. REQUIRED STORAGE CAPACITY PROVIDE (1) 12'¢ LP. X S' DEPTH X 100.9 C.F./V.F. = 504.0 C.F. STORAGE PROVIDED ROOF AREA 2 (LP-E2 & 2A) 5,527 S.F. X 2/12 X 1.0 = 554.5 C.F. REQUIRED STORAGE CAPACITY PROVIDe (2) 12¢ ge. X 5' DEPTH X 100.9 C.F./V.F. = 1008.0 C.F. STORAGE PROVIDED ROOF AREA 5 (LP-ES) 5,100 5.F. X 2/12 X 1.0 = 516.7 C.F. REQUIRED STORAGE CAPACITY PROVIDE (1) 12'~ LP. X 6' DEPTH X 100.9 C.F./V.F. = 605.4 C.F. STORAGE PROVIDED LEARNING CENTER: (LP-Cl & LC-?) ROOF AREA: 7,500 S.F. 7.500 S.F. X 2/12 X 1.0 = 1.250 C.F. REQUIRED CAPACITY PROVIDE (1) 12'¢ LP x 7'-0" DEPTH x 100.9 C.F./V.F.= 706.5 C.F. PROVIDE (1) 12'¢ LP x 6'-0" DEPTH x 100.9 C.F./V.F.= 605.4 C.F. TOTAL PROVIDED: 1,311.7 C.F. CABANA: (LP-C1)DRAINAGE COMPUTATIONF; ROOF AREA: 1,635 S,F. 1,655 S.F. × 2/12 X 1.0 = 272.5 C.F. REQUIRED CAPACITY PROVIDE (1) 12'~ LP x 3'-0" DEPTH x 100.9 C.F./V.F,= .t07.2 C.F. STORAGE PROVIDED. ROADWAY TO LEARNING CENTER: ~D1, D2. ROADWAY 7,069 S.F. x 2/12 x 1.0= 1,178.2 C.F. SIDEWALKS 1,040 S.F. x 2/12 x 1.0= 175.5 C.F. PERVIOUS 4,7.38 S.F. x 2/12 x 1.0= 157.9 C.F. D~) PROVIDE (5) 12'¢ LP x 5' DEPTH 5 x 5' x 100.9= 1,515.5 C.F. STORAGE PROVIDED APPROVED REFERENCE NUMBER: . ,C/ O- O~ SEEO~WmO~ / OF /~ORSP~C~~ ~V~WER'S ~LS: ~ SCDHS NOV 09 COMMENTS SCDHS AUG 09 COMMENTS SCDHS 1/16/0B COMMENTS SCDHS OWR 2J27/09 COMMENTS SCDHS OWM 2/27/09 COMMENTS REVISED PER SCDHS COMMENTS ISSUED TO SCDHS DESCRIPTION MC' MG MG MG MG MG MG BY , IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TI- ALTERATION ON THE DRAWING· "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JOB ~ 08AE-O0141 JOB 08AE-O001, IEHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMIr TEL:(51 FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ~PROJECT SANTOR2TqI B EACI-] RESORT 3800 DUCK POND ROAD CUTCI~OG'LTE, NI~W YORK I 1935 DRAWING T~AINING CENTEF~ 4 CABANA PROPOSED SANITA~Y 4 5TORMLUATER DF~AINAGE PLAN DATE T/a~/OS DRAWN BY SCALE AS-NOTEF2 CHECKED BY HB PROJECTo~A~ 00o14 SHEET 5 OF 9 DRAWING NO. SAN-04 LID 8WING CHECK VALVE PVC/ST/~INLES$ STEEL COMPRESSION FITTING 1-114" GRIPPER RING ADDED FOR ?Vt PIPIN~ 12,0000 -1t4' NPI - T-3D4 S£H 40 T-304 SS t5§~ ~ FLEX ADAPTOR INSTALLED OUTSIDE PUMP STATION ENCLOSURE BETWEEN DISCHARGE AND FORCE MAIN TO ACCOUNT FOR FORCE MAIN SETTLING. DUPLEX ALTERNATING PANEL T -260 EXTERNAL VISUAL & AUDIBLE ALARM EXTERNAL LATCHING MANUAL SILENCE -~ MANUAL RUN PUMP RUN INDICATORS // CONFORMAL COATED CIRCUIT BOARD ~/ PADLOCK // ALARM DRY CONTACT ~ NEMA 4X ENCLOSURE ASSEMBLY~tsa CORROSION PROOF THERMOPLASTIC POLYESTER APPROVED BY UL FOR ELECTRICAL CONTROL ENCLOSURE OPTIONS: [] HOUR METER RED 15.85 LEGEND FUNCTION MANUAL RUN L2 ALARM FEED ALARM RETURN CONTROL CABLE: TYPE TC: DIRECT BURIAL, 12AWG, SERVICE PUMP 1 PUMP 2 "" "" IIIIII IIIIII ' ' '' EXTREME i BROWN RED I DR BY [ CNN'D DATE I,ss SCALE DUPLEX T-260 ALTERNATIN8 PANEL, 240V 80Hz DOUBLE POLE POWER WIRED LEVEL CONTROL LM000329 Pl DEI152/95 REQUIRED AT WEST MOTEL, RESTAURANT EAST MOTEL SEE SITE PLAN, OVER R EQU kEVEL CONTROLS) ACCESS WA? VEM1 GRADE GRADE 5TRAIR RELFEF CONNECTOR POWER & ALARM 12 6 W/GND E/ONE INLET, GROMMETS) TO ACCEPT PrE PIPE(5) DUST COVER SUPPLIED FOR SRIPMENT (NOT SUITABLE FOR BURIAL) NOTE: PROVIDE TWO (2) INLETS AT ALL PUMP STATIONS. PIPE SIZE AS SHOWN ON THE PLANS. CASKETED LID, FRP DUAL WALL, CORRUGATED INTERNAl_ WELL VENT DISCHARGE 1 1/4" FPT (so~ s s) 1 l/4" DISCRAROE LIME / (NORYL) CONCRETE BALLAST IS REQUIRED ~ SEbfl POSITIVE DISPLACEMENT TYPE PUMP SEE INSTALLATION INSTRUCTIONS 5/4" GRAVEL BEggING EAER DIRECTL¢ DRIVEN BY A 1 I-IP MOTOR FOR DETAILS // o ¢- SUFFOLK COUNTY DEPARTMENT OF HEALTH SEKVIr~ APPROVED REFERENCE NUMBER: C ( 0 - O ~ - o Q ~ SEEDRAWINO# / OF I~/FORSPECIALCOND~ REVIEWER'S INITIALS; ~ PLAN VIEW NOTE: FORCE MAIN FLUSHING CONNECTIONS INSTALLED AT ALL EORCE MAIN BENDS. SEE SITE PLANS. EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL L'STED, NEMA 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/1Ph, WITH AUTO DIALER (FOUR (4) PHONE NUMBERS), AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS (LEAD/LAG, RUN, ALARM). THE PANEL IS gRIPPED LOOSE FOR EXTERIOR FIELD MOUNTING. ASSEMBLY TO MAIN LINE. SEE SITE PLANS.% CRUSHED STONE INSTALLATION DETAILS FROM PUMP STATION. SEE SITE PLANS. SCDHS NOV 09 COMMENTS SCDHS AUG 09 COMMENTS SCDHS 1/16109 COMMENTS SCDHS OW SCDBS OWM 2/27/09 COMMENTS ISSUED TO SCDHS DESCRIPTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF TH ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 JOB ~ 08AE-0014-6 FACSIMILE: 651.232.1536 JOB~ 08AE-00014 GIACALONE CTS, P.C. STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 'PROJECT SANTORINI BE, ACH RESORT 3800 DUCK POND ROD CUTCHOGLFE, NEW YORI( 11935 · DRAWING DATE ~m~/o~ DRAWN BY SCALE Ag-N©T~ CHECKED BY HB PROJECToBAE Goo14 SHEET 6 OF 9 DRAWING NO. SAN-05 ALLOWABLE SANITARY FLOW (DENSITY): SANTORINI BEACH RESORT AREA OF SITE: APPROXIMATELY 16.59AC. ARTICLE 6 ZONE DESIGNATION: ZONE IV 600 GPD/AC ALLOWABLE SANITARY FLOW FOR SITE 16.59 AC. x 600 GPD/AC : 9,954 GPD ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS TRAINING CENTER SANITARY SYSTEM DESIGN DESIGN FLOW: THEATER @ 3 GPD/CAPITA, DAYSCHOOL @ SGPD/CAPITA + 2.5 GPD/CAPITA FOOD NON-MEDICAL OFFICE SPACE @ 0,06 GPD/SF GR FLOOR AREA 75 CAPITA THEATER X 3 GPD/CAPITA = 225 GPD 25 CAPITA BAY SCHOOL X 5 GPD/CAPITA + 2.5 GPD/CAPITA X 25 CAPITA = 187.5 GPD 0·06 6PD/SF X 270 SF OFFICE SPACE = 16~2 GPB 225 GPB + 187.5 GPB + 16.2 GPD = 428.7 GPD, SAY 430 OPD N.T.S McDONALD G~O$ClENCE TEST HOLE DATA SHEET McDONALD GEOSCIENCE T~T HOLE DATA ~HE~T SYSTEM SIZING: THE SANITARY FLOW FROM THE SITE USED TO SIZE THE SEPTIC TANKS AND LEACHING POOLS INCLUDES THE FOLLOWING: RESTAURANT KITCHEN FLOW 2,200 DPD LAUNDRY ROOM FLOW (@ EAST MOTEL): 120 GPD EAST MOTEL SANITARY FLOW: 2,525 GPD WEST MOTEL SANITARY FLOW: 2.797 GPD 7,442 GPD SEPTIC TANK: TOTAL DESIGN FLOW = 7,442 GPD REQUIRED CAPACITY = 2 DAYS FLOW x 7,442 GPD = 14,884 GAL. USE (5) 10' DIA. x 6' LIQUID DEPTH SEPTIC TANKS: 3,00O GAL. X 5 = 15,000 GAL. LEACHING POOLS: TOTAL DESIGN FLOW = 7,442 GPD LEACHING RATE = 1.5 GPD/SF SIDEWALL AREA REQUIRED SIDEWALL AREA = 7,442 GPD / 1.5 GPD/SF = 4,961.5 SF REQUIRED DEPTH (10' DIA.) = 4,961.3F / 31.42 SF/VF = 157.9 VF 157.9 VF/8 PT/POOl = 19.74 POOLS REQUIRED PROVIDE (21) LEACHING POOLS, t0' DIA x 8.0' EFF DEPTH TOTAL EFFECTIVE DEPTH PROVIDED = 168 VF SANITARY SYSTEM SIZING CALCULATIONS N.T.S NOTE: THERE IS NO UNIT 15. WEST MOTEL SANITARY SYSTEM DESIGN DESIGN FLOW: LESS THAN 400 SF--IO0 GPD/UNIT. GREATER THAN 400 SF=150 GPD/UNIT, UP TO 600 SF W/KITCHENETrE=150 GPD/UNIT, GREATER SF W/KITCHENETFE=225GPD/U NIT. UNIT 1 (2ND FL W/KITCHENETTE, 400SF): 150 GPD/UNIT X 1 UNIT = 150 UNIT 2 (2ND FL, 412SF): 150 GPD/UNIT X 1 UNIT = 150 UNIT 3 (2ND FL, W/KITCHENETTE, 451SF):150 GPD/UNIT X 1 UNIT = 150 UNITS 4-7 (2ND FL, 313Sf): UNIT 8 UNIT 9 UNIT 10 UNIT 11 UNIT UNIT UNIT UNITS (2ND FL W/KITCHENETTE, 655SF: (FIRST FLOOR, 255SF): (FIRST FLOOR, 426SF): 100 GPD/UNIT X 4 UNITS -- 400 225 GPD/UNIT X 1 UNIT = 225 100 GPD/UNIT X 1 UNIT = 100 150 GPD/UNIT X 1 UNIT = 150 GPD GPD GPD GPD GPD GPD GPD HAN 600 (FIRST FLOOR, 541SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 12 (1ST FL W/KITCHENETTE, SS6SF): 150 GPD/UNIT X 1 UNIT = 150 GPD 14 (1ST FL, W/KITCHENETTE, $50SF): 150 GPD/UNIT X 1 UNIT = 150 GPD 15 (1ST FL W/KITCHENETTE, 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD 16-21 (1ST FL W/KITCHENETTE, 345SF):150 GPD/UNIT X 6 UNITS =900 GPD OFFICE 22 GPD 2.797 GPD Q fa! S~I~ ~t .~LysT~t DNEIsITG RY FLOW DETAILED CA LC U LA ;L :NS DESIGN FLOW: 100 GPD/UNIT, 150 GPD/UNIT, 225 GPD/UNiT (BASED ON UNIT SIZE) 1.THERE ARE NO UNITS 40,41,42,43 UNIT 24 (1ST FL 248SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT THE EAST MOTEL. UNIT 25 (IST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 OPD 2.THIS FACILITY IS NOT OPEN TO THE PUBLIC, UNIT 26 (1ST FL 297SF): 100 GPD/UNIT X 1 UNIT = 100 GPD THEREFORE THE PEOPLE THAT USE THE MOTEL UNIT 27 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD ARE THE SAME PEOPLE THAT USE THE RESTAURANT UNIT 28 (1ST FL 296SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AND THE TRAINING CENTER. THE TOCAL SANITARY UNIT 29 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD FLOW USED FOR THE DESIGN OF THE SEPTIC TANK UNIT 50 (1ST FL 474SF W/KITCHENETTE): 150 GPD/UNIT X 1 UNIT = 150 GPD & LEACHING POOLS CAN COME FROM DIFFERENT SOURCES UNIT 31 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT DIFFERENT TIMES OF THE DAY, BUT WILL NOT EXCEED UNIT 32 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 7,442 GPD. UNITS 33-35 (1ST FL 198SF): 100 OPD/UNIT X 3 UNIT = 300 GPD UNIT 36 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD UNIT 37 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD UNIT 38 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD POOL CABANA SANITARY SYSTEM DESIGN DESIGN FLOW: 100 GPD/UNIT UNITS 40-44 (FIRST FLOOR): 100 GPD/UNIT X 5 UNITS = 500 GPD IT IS PROPOSED TO CONTINUE USING THE EXISTING SANITARY SYSTEM PRESENTLY SERVING THE CABANA. SEE CERTIROATION OF CONSTRUCTED WORKS BY DESIGN PROFESSIONAL, WWM-073 SUBMI~FED WITH THIS APPLICATION. SANITARY PUMP STATION NOTES: PROVIDE THREE (3) ENVIRONMENT ONE MODEL DH152-93 EACH CONSISTING OF TWO (2) 1 HP, 1725 RPM, 240 VAC, SINGLE PHASE, 60 CYCLE SIMPLEX GRINDER PUMPS IN A FACTORY ASSEMBLED AND TESTED GRINDER PUMP STATION WITH A NOMINAL 48" ACCESS-WAY. EACH PUMP IS A SEMI-POSITIVE DISPLACEMENT PUMP RATED AT 15 GPM @ 0 FEET OF HEAD AND 8 GPM ~ 178 FEET OF HEAD. EACH UNIT CONSISTS OF (2) SIMPLEX PUMP CORES AND A 150 GALLON HDPE BASIN W/ A 4" INLET GROMMET. EACH GRINDER PUMP CORE INCLUDES CHECK VALVE, ANTI-SIPHON VALVE, ON/OFF SENSORS, HIGH LEVEL SENSOR, MOTOR/PUMP/GRINDER ASSEMBLY, AND INTEGRAL CONTROLS. EACH BASIN COMES COMPLETE WITH BREATHER, REQUIRED LENGTH OF POWER & SIGNAL CABLE, NEMA 4X ELECTRICAL QUICK DISCONNECT PLUG FOR BOTH POWER & ALARM, AND S/S DISCHARGE PIPING WITH QUICK DISCONNECT WITH SHUT OFF VALVE· EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL LISTED, NEMA 4X, DUPleX ALARM/DISCONNECT PANEL, 240V/1Ph, WITH AUTO DIALER, AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED LOOSE Foe EXTERIOR FIELD MOUNTING. Namo B-4 PROPOSED SANITARY LEACHING FIELD SANITARY SYSTEM CALCULATIONS: AUTO DIALER CALLING SCHEDULE: POPULATION = 100 1.OPERATOR PHONE Q?EAK HOURLY/Q,DESIGN AVERAGE = 4.25 (PER 10 STATE STANDARDS) 2.SITE MANAGER PHONE Q, DESIGN AVERAGE FLOWS: 5.OWNER PHONE WEST MOTEL: 2,797 GPD = 1.94 GPM 4.ENGINEER PHONE EAST MOTEL: 2.445 GPD = 1.69 GPM + 0.083 GPM LAUNDRY = 1.77 GPM GRINDER PUMP PERFORMANCE CHARACTERISTICS RESTAURANT: 2,200 GPD = 1.53 GPM r · LOW PRESSUFIF SYSTEM DESIGN PRPSSURE Q, PEAK HOURLY FLOWS: 290 WEST MOTEL: 1,94 GPM X 4.25 = 8.26 GPM 100 EAST MOTEL: 1.77 GPM X 4.25 = 7.52 GPM 220 RESTAURANT: 1.53 GPM X 4.25 = 6.50 GPM 9B 210 PUMP SCHEDULE: 90 RESTAURANT-ONE (1) DH152-93 200 WEST MOTEL-ONE (1) DH152-93 85 190 EAST MOTEL-ONE (1) DH152-93 80 180 PUMP CYCLE TIME. P: THE DH152 PUMP STATION IS PROVIDED 75 170 WITH FACTORY SET PUMP ON AND OFF ELEVATIONS. THERE IS 4" BETWEEN ON AND OFF, AND THERE IS 70 160 20.68 GAL BETWEEN ON AND OFF. 65 150 FILL TIME= 20.68 GAL/6.5 GPM=3.18 MINUTES 140 RUN TIME=20.68 GAL/13 GPM=1.59 MINUTES 60 130 55 120 50 I10 ~ 45 100 $ LAUNDRY ROOM FLOW ~ u- 3 WASHING MACHINES EACH @ 3 LOADS PeR DAY = 0 UNIT 39 (1ST FL 198SF): I_O?/GPD/UNIT X 1 UNIT = 100 GPD 1.SYd X 1.67'h CYLINDER: V = 4.4 GAL . . ~ 40 ~ UNIT 44 (2NDFL 1028SF W/KITCHENLIIE:)~/GPD/UNIT X 1 UNIT 225 GPD GPD = 3 MACHINES X 3 LOADS X 3 CYCLES 4.4 GAL = 118.8 GPD PUMP ~ 35 ~ ~ UNIT 45 (2NB FL 7705F W/KITCHENbliE:)~_~,'/GPB/UNIT X 1 UNIT 225 GPD SAY 120 GPB STATION 46 (2ND FL 770SF W/KITOHENblIE:)~C(~GPB/UNIT X 1 UNIT 225 GPD ~z 70 ~ UNIT 2,325 GPD E/ONE ~ 30 ~O~ C ~L L~ eE('s) MODEl 80 EAST MOTI L DETAILED CALCULATIONS DH 152_93_N o 2B so 20 40 ~ N.T.S PUMP O~ STATION PUMP 1~ SO ~ PANEL STATION & LIGHT (TYP)~ E/ONE 10 20 MODEL .~ BH 152-93 5 10 16o'(+/-) b~/ RESTAURANT SANITARY SYSTEM DESIGN DR9 HDPE 1.25"¢ DR9 HDP O 0 KITCHEN FLOWS: START 2"¢ RESTAURANT: 110 SEATS x 20 GPD/SEAT=2,200 GPD PUMP -!5 -10 "20 STATION TEMPORARY -10 SANITARY FLOWS: E/ONE FLUSHING STANDBY -30 RESTAURANT: 110 SEATS x 10 GPD/SEAT=l.100 GPD MODEL CONNECTION GENERATOR -15 DH 152-95 ~ -40 -20 ~50 GREASE TRAP: 2,200 GAL REQUIRED CAPACITY 0 2 4 6 B ~0 12 14 16 18 PROVIDE (1) 10'¢x5' LIQUID DEPTH GREASE TRAP PERMANENT DISCHARGE (Q), GPM (2,500 GALLONS) STANDBY GENERATOR FORCE M IN MANHOLE ZONE NUMBER NOTE: 30 FT TDH · BRANCH DIVIDER FOR ALL PUMPS mrSTAURANT SANITARY FLOW DETAILED CALCULATIONS FORCE MAIN KeY MAP · FLUSHING CONNECTION YSTEM OPERATING POINTS ;IR:FOLK COUNTY DEPARTMENIOF HEALTH SER'vlut,~ APPROVED UiF£RENCENUMBER: C J o- o~ ~OOg SEEDRAWING# ~ _OF{~ FORSPF-CIALCONDITION~ RF.V~WER'S INITIALS: ~ SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS Me SCDHS OWR 2/27/09 COMMENTS MG SCDHS OWM 2/27/09 COMMENTS MG REVISED PERSCDHS COMMENTS MG ISSUED TO SCDHS MG DESCRIPTION BY 7 12/09/09 / 6 110.29.09 / 5 17.10.09 / 4 13/04/09 J 3 3/04/09 I kREV I DATE IT IS A VIOLATION OF THE LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN item BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE--00146 FACSIMILE: 651.232.15~6 JOB~ 08AE-00014~ %GIACALONE CTS, P.C. STREET LE, NEW YORK 11735 ~AX:(516)420-0195 ¢3k,,_jEcT ~ TORII'qI BEACH RESORT DRAWING ~[$POSAL E~ESIGN C~LOLJALTiON5 DATE ~/20/o~ D~WN BY SCALE AS-NOTN~ CHECKED BY NB PROJEC~8AE oooM ;HEET 7 OF 9 SAN-06 90' 16'-4' PVC SDR 35 CT1 RESTAURANT GREASE TRAP PLAN CT2 KITCHEN FLOW TO SMH1 KITCHEN FLOW FROM TRAINING CENTER SUFFOLK COUNTY DEPARTMEN]~OF HEALTH APPROVED ~FE~NCE~BER: CI ~-o ~ .0 o~ SEED~W~G~ . ,/ OF/~ FORSPEC~LCOND~ ~VIEWEWS ~IT~LS: , ~. FIELD MEASURED 5/08 © B" BELOW EXISTING GRADE BRING ALL HOUSE TRAP CLEAN OUTS TO GRADE. SEE,/'/~ PLUMBING DRAWINGS. ' -~-> N % z GREASE TRAP: 1.#5 REBAR © 6"0.C. E/W 4 CU PERIMETER OR EQUIV· WWM @ B" THICK TOP SLAB. CONCRETE 2.#4 ERBAR @ 6"0.C. BALLAST B/W OR EQUIV. WWM © BOTTOM 5.6X12, 6&B © 4" THICK SIDES. TRAINING CENTER GREASE TRAP PLAN PS-2 B MANHOLE STEP M.A. INDUSTRIES INC. KELLY & DIVIDEND DR. PEACHTREE CITY, (OR APPROVED EQUAL) / CAST IRON FRAME AND / COVER TO GRADE (TYP.) RIM EL. 11.50 FINISHED -EL, 11.50GRADE 0 FLOW LINE CT1 12" I 6" BOTTOM '-0" 10' DIA. GREASE TRAP STRUCTURE SHALL BE MONOLITHIC PRECAST B" MIN. TRAFFIC TOP 30'-4" PVC SDR ,35 @ 1/4"/et. MIN. PITCH FROM GREASE TRAP OUTLET TO E/ONE PUMP STATION INLET. INV EL 9.25 © PUMP STATION. ~ G SE P : r-- 1.CONCRETE 4000 PSI © 28 DAYS. _~ 2.REBAR TO BE ASTM A-615 GRADE 60. u 3.WELDED WIRE FABRIC ASTM A-185. ~ 4.DESIGNED FOR AASHTO H-20. --~: 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. CAST IRON FRAME AND COVER TO GRADE (TYP.) S.S. OR STEEL REINFORCED COPOLYMER POLYPROPYLENE BRING ALL HOUSE TRAP /? 16" GA. S.S. BAFFLE CLEAN OUTS TO GRADE. SEE,'/ RIM EL. . 21.85 SHAPE TO FIT PLUMBING DRAWINGS. /,/// /--FINISHED GRADE PIPE OPENING / EL. 21.85 / 8" TOP SLAB © 1/B"/FT. MIN. PITCH FROM GREASE TRAP OUTLET FLOW TO SMH1 8' DIA. TABS 6" GA. S.S, /~IBAFFLE IN PLACE A B C D 5' M.H. 6" 6'-0" #4 BARS ~ 8" OCEW BOTTOM ¢ M.H. 5 4-10' #4 BARS @ 8 OCEW BOTTOM SEE PIPE DETAIL (SHAPE TO FIT) DROP STEEL GREASE TRAP DETAILS: 1.CONCRETE 4000 PSi © 28 DAYS. 2.REBAR TO BE ASTM A-615 GRADE 60. u 3.WELDED WIRE FABRIC ASTM A-185. 4.DESIGNED FOR AASHTO H-20. z_ 5.ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. GREASE TRAP STRUCTURE SHALL BE MONOLITHIC PRECAST TRAINING CENTER GREASE TRAP SECTION GARS 90' ANGLE W/ 2' OVERLAP BAND TIGHTEN TO 60 FT. LBS. IN FIELD PROVIDE S.S. 2"X~" / FLEXIBLE SLEEVE OR APPROVED EQUAL la. GREASE TRAP DETAILS 2 TRAINING CENTER 8' DIA. GREASE TRAP DETAILS OB GA.)TO FIT SECTIONB-B OR CCA SC~A]L P~:'E CONAr~CT~ON DET~ MANHOLE ~B 4" DIA. PVC SDR35 FROM TRAINING 28'~,~ENTER SANITARY 72"' I % · /~/'~"BIA- PVC SBR35 2"DIA. HDPE SDR9/ J 4 1B~/,/ FROM TRAINING SAN FOBCE , / GREASE MAIN FROM RESTAURANT / ~, & MOTELS / A "ADJ" CAST INTO TOP OF FRAME X TO SEPTIC SANK ST1 STEEL ANCHOR BOLT FROM ST4 CONCRETE INVERT FORMED TO AT LEAST THREE-QUARTERS OF THE DIAMETER OF THE PIPE FROM ~ ~ / COVED MANHOLE A ST5 ,% (~~,. TO DLP1 A~ .TO OLP2 7 12/09/09 / s I / I 11/1~'08 kREv I DATE SCDHS NOV 09 COMMENTS MG SCDHS AUG 09 COMMENTS MG SCDHS 1/16/09 COMMENTS MG SCDHS OWR 2/27/09 COMMENTS MG SCDHS OWM 2/27/09 COMMENTS MG REVISED PERSCDHS COMMENTS MG ISSUED TO SCDHS MG BRONZE LOCKING WITH KEY WRENCH SUPPLIED 2 PENETRATING PICK HOLES 180 APART DESCRIPTION BY · IT IS A VIOLATION OF THE LAW FOR ANY PERSON. UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. 2" DIA HDPE IFROM RESTA 42" 3'-0' 3ASR SECIION FINISH GRADE EL BARS © 8" O.C.E.W. BOTTOM-,~ MANUF. IDENTIFCATION CAST IN lB' D,C, (TYP,) ;DR9 FORCE MAIN 4" DIA. PVC SDR35 FROM TRAINING TRAP INV. EL. 17.68 JRANT & MOTELS ;OVER DEPTH L2'(TyP,) # EDVER 4" INV EL 17-49/ DIA. PVC SDR35 ~ FROM TRAINING CENTER SANITARY SECTION A-A M.H- FRAME & COVER, "F" ADJUSTABLE CASTING 1-1/2" TO GRADE WITH N.J. SHALE RED BRICK & MORTAR (MIN. OF TWO COURSES & MAX. OF 15") STD. M.H. STEPS OR STEEL REINFORCED COPOLYMER POLYPROPYLENE) IMFERENTIAL REINFORCEMENT SQ. IN./FT. OF HEIGHT SQ. OR ~"¢ SELF _lNG BUTYL RUBBER 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHE~O IN 1,2,5, OR 4' HEIGHTS AS REQUIRED. MANUF. TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. SP'ECS. 4. LOADING TO CONFORM T AASHTO H-20 L©ADING 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,OOOPSl 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. A185 Fs=65,000PSI 7. CONCRETE TO BE 4000PSI © 28 DAYS 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & BOTTOM STEEL. #2 STEEL HOOP AROUND OPENING (TYP.) ~"KOR-N-SEAL' FLEXIBLE SLEEVE OR APPROVED EQUAL (]~(P.) (SEE DETAIL) BASE SLAB REINFORCEMENT ~4 BARS 8" O.C.E.W. TOP SCORING DETAIL INV EL 17.39 4" DIA. PVC SERB5 PENETRATING PICK HOLE HALF INVERTED COVER PLAN ~MANUFACTURER AND DATE CAST IN UNDERSIDE OF COVER MANHOLE COVER PLAN 28-3/4" 27-1/2" 27-!/4" 26" 25-~/4" EXTENSION RING 25-3/4" 36" MANHOLE COVER SECTION A-A MATERIAL GRAY CAST IRON PER ASTM A-48 (LATEST REVISION CLASS 50 CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 (OR EQUAL) PATi-ERN NO. 17541010 TO SEPTIC TANK ST1 7 ADJUSTABLE MANHOLE CASTING DETAIL #4 BARS @ 8" O.C.e.w. BOTTOM* MANUF. IDENTIFCATION CAST IN t 3'-0' BASE SEC/IB~ PW J[3INTS TWO (2) 4" DIA. PVC SDR358~ INV. EL. 16.20 FROM ST4 & ST5 FINISH GRADE EL EDVER YP,) 12' D,C, (TYP,) EBVER INV. EL. 16.03~ INV. EL. 15.93 FROM ST4 & ST5 TO DLP1 SECTION A-A M.H. FRAME & COVER, "F' ADJUSTABLE CASTING TO GRADE WITH N.J, SHALE RED BRICK & MORTAR (MIN. OF TWO COURSES & MAX. OF 15" STD. M.H. STEPS OR STEEL REINFORCED COPOLYMER POLYPROPYLENE} REINFORCEMENT SQ. IN./ET. OF HEIGHT £~" SQ. OR ~"~ SELF SEALING BUTYL RUBBER COTES: 1. ALL MANHOLES SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,,3, OR 4' HEIGHTS AS REQUIRED. ,3· MANUF. TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 4. LOADING TO CONFORM T AASHTO H-20 LOADING 5. REBAR TO CONFORM TO ASTM A-615-60 Fs--60,OOOPSI 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. A185 Fs=65,000PSI 7. CONCRETE TO BE 4000PSI © 28 DAYS 8. FLAT SLAB TOPS (NO dOINT) MUST HAVE TOP & BOTTOM STEEL. /A #2 STEEL HOOP AROUND OPENING (3YP.) ~IBLE JOINT LJ -- ) ONE (1) 4" DIA_ FLEXIBLE SLEEVE TO DLP1 OR APPROVED EQUAL (TYP.) DETAIL) BASE SLAB REINFORCEMENT #4 BARS 8" O.C.E.W. TOP ~SEE SCORING DETAIL PVC SDR35 "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB ~ 08AE-00146 FACSIMILE: 631.232.1536 JOB# 08AE-00014 GIACALONE CTS, P.C. / STREET J IFARMINGDALE, NEW YORK 11735 J TEL~83 FAX:(516)420-O 195 I SANTORINI BEACH I / / ' DRAWING DATE W2B/O~ DRAWN BY SCALE A~-NOTEU CHECKED BY HB PROJEC~A~ o0o~4 SHEET 8 OF 9 DRAWING NO. SAN-07 MH RIM EL. 42" FORCE MAIN COVER DEPTH INV EL 17.73 BOTTOM EL 4" DIA. PVC SDR55 FROM TRAINING CENTER SANITARY INV. EL. 17.49 INV EL 17.68 4' DIA. PVC SDR35 FROM TRAINING CENTER GREASE TRAP CT2 SMH1 FINISHE GRADE --(2) 4'-8"¢ PVC SDR35 CROSSOVER PIPES 20" O.C. WITH CEN1TERLINE 18" BELOW THE LIQUID LEVEL. INV. EL'$ 14.42, HEAVY DUTY CAST IRON FRAME & COVER WITH "GASTIGHT" GASKET STANDARD EL. SANITARY PROFILE-SMH1 5000 GAL, SEPTIC TANK STRUCTURE SHALL BE MONOLITHIC PRECAST SEPTIC TANK 1 SEPTIC TANK 2 SEPTIC TANK 5 SEPTIC TANK DETAILS: 1.CONCRETE 4000 PSI @ 28 DAYS. 2.REBAR TO BE ASTM A-615 GRADE 60. 3.WELDED WIRE FABRIC ASTM A-lBS. 4.DESIGNED FOR ~ASHTO H-20. 5.ALL COMPONENTS TO BE HEAlth DEPARTMENT APPROVED. 6.OUTLET FLOW MUST BE SPLIT USING A MINIMUM 4' DIA. MANHOLE. TO LEACHING POOLS NOTE: ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS ALL COVERS TO BE LACKING CAST IRON COVERS. DISTRIBUTION MH RIM EL. 18.50 PRECAST CONCRETE / RISER CONC TOP LOCKING CAST IRON COVER TO GRADE RIM EL. DLP1 18.56 RIM EL. DLP2 & DLP3 19.25 o SEPTIC TANK 5 OUTLET DROP T ON ALL DISTRIBUTION FLEACHING POOLS (3" BELOW INLET) DOME ~ LEACHING 10' DIA7 L2' MIN. (TYP.) HIGH SEASONAL GROUNDWATER BACKFILL TO BE CLEAN SAND AND GRAVEL (TYP.) DISTRIBUTION LEACHING POOL DLP1 6' TO DLP2 8' TO DLP5 8' TO DLP4 8' TO DLP5 RVC SDR JJJJ CONCRETE RISER LEACHING 10' DIA~ DLP2 THRU DISTRIBUTION LEACHING POOLS DLP2 THRU DLP5 LEACHING SECTIONS ~ 10' DIA:~ DLPS:6' TO LP2, 3, 5, B, 9, 17' TO LP4, 7, 10, 15 19' TO LP1, 6, 11, 14 6' MIN. PENETRATION INTO A VERGIN STRATA OF SAND AND GRAVEL (TYP.) LEACHING POOLS LP1 THRU LP16 6" MAX. EXISTING GRADE FIVE 1 O' DIA. SEPTIC TANKS ST5 ST5 4" DIA. PVC SDR55 OUTLET TO DISTRIBUTION MANHOLE DISTRIBUTION ~ MANHOLE, DB1 4" DIA. PVC SDR35 INLET FROM SMHI ST1 DB1 ST4 ST2 (2) 8" DIA. PVC CROSSOVER PIPES (TYP) REINFORCED/ CONCRETE SLAB FIVE (5) UNIT SEPTIC TANK ONE (1) 4' DIA. PVC SDR35 OUTLET TO DISTRIBUTION LEACHING POOL DLPI 10' LP C) 1 O' DIA. 0 DIA. 10' LP LP RIM TO BOTTOM 9' MIN 10' MAX. GRADE -12" (STEEL MID DEPTH) LP t~L[X DB1 © VALVE AT EACH CLUSTER © 10' DIA. LP DIA. NOTE: CONCRETE PAD TO BE VERIFIED FOR LOCATION AND SIZE IN FIEL[ WITH ENGINEER PRIOR TO INSTALLATION. 6" STABILIZED SOIL BASE, COMPACTED NYSDOT TYPE 1011, OR APPROVED EQUAL SUBGRADE --NEW 6" FLAT CONCRETE SLAB 4000 PSI @ 28 DAYS W/6X6-W6.GXWIO. 1B WWM. O CONCRETE PAD DETAIL F M ES TIC TANKS NOT TO SCALE SEPTIC DANK DETAILS: 1.(5) SEPTIC TANKS SHALL BE CONSTRUCTED ON A COMMON CAST IN PLACE 4000 PSI REINFORCED 6" THICK CONCRETE SLAB. 2.EACH COMPARTMENT SHALL BE CONSTRUCTED OF REINFORCEB PRECAST CONCRETE SOLID RINGS. SOLID DOMES OR TOP SLABS. 3.COVERS MUST BE PLACED OVER INLET AND OUTLET FOR TOP SLABS OR IN CENTER FOR DOME TOPS. 0 10' DIA. LP I 1 O' DIA. LP 0 © 10' DIA. LP C) 1 O' DIA. LP C) 10" DIA. LP 0 10' D,A. 0 0 LP 1 O' DIA. ~ 10' DIA. LP LP 1 O' DIA. 10' DIA. LP LP DBI=DISTRIBUTION BOX LP=LEACHING POOL DLP=DISTRIBUTION LEACHING POOL MAINTAIN EQUAL DISTRIBUTION OF POOLS IN EACH CLUSTER. MAINTAIN B' BETWEEN ALL LEACHING STRUCTURES. 21 SANITARY LEACHING POOLS ARE REQUIRED. SEE SANITARY CALCULATIONS ON THE DETAIL SHEETS. ALTERNATE "A" ALTERNATE "B" SEWER FOUNDATION IN GRANULAR 801LB ALL TRENCH DEPTHS REVISED 07/04 SEWER FOUNDATION IN ORGANIC SOILS NOTE: ALL DRAWINGS NOT TO SCALE D~EP~RTMENT OF PUBLIC WORKS SUFFOLK COUNTY, NEW YORK SEWER FOUNDATIONS 12, 13, 16 CAPPED OR PLUGGEDI & STORM HOUSE CONNECTION DETAIL MATERIALS & JOINTS EQUIVALENT TO WATER MAIN STANDARDS OF CONSTRUCTION AND PRESSURE TESTED TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING 10'-0" 10'-0" 18" MIN. WATER MAIN OR WATER SERVICE 18" MIN. 10'-0' 10'-0" REVISED 07/04 SEE STRUCTURE SCHEDULE LOCATED ON DETAIL 6/C-OB AND ALSO LOCATED ON SITE PLAN, C-02 FOR ALL RIM, INVERT & BOTTOM ELEVATIONS NOTE: HORIZONTAL SEPARATION BETWEEN SEWER AN]) WATER LINES MUST BE 10' MINIMUM SANITARY LEACHING POOL DETAH R' 1.CONCRETE 4000 PSI @ 28 BAYS. 2.REBAR TO BE ASTM A-615 GRADE 60. 3.WELDED WIRE FABRIC ASTM A-185. 4.DESIGNED FOR AASHTO H-20. 5.ALL COMPONENTS TO BE HEAlth DEPARTMENT APPROVED. O TRENCHING DETAILS O fTER/SEWER CROSSING DETAILS N.T.S . . HEIGHT SANITARY STRUCTURE SCHEDULE ABOVE STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFIECTIVE DEPTH GROUNDWATER PLAN CT1 1.50 7.50 7.00 2.00 - - CT2 21.85 18.47 17.97 12.97 - - c:~,, u *~ 21.40 17.68.17.4917..~9 17.,~9 - - ~T1 19.50 16.59 XOVRST$,ST2 9.59 - - C;T¢, 19.30 - XOVR ST4 9.59 - - $T,3 19.30 - XOVR ST5 9.59 - - gTA 19.30 - 16.09 9.59 - ST~ 19,,~0 - 16.09 9,59 - DR1 18.50 16.03 15.93 15.93 - nl PI 18.40 15.55 15.50 7.,];0 8.00 4.14 ir)l pp 18.25 15.20 14.95 6.95 8.00 $,79 i P1 18.10 14.76 - 6.76 8.00 ..'3.60 I P? 18.40 14.87 - 6.87 8.00 3.71 i P~; 18.25 14.87 - 6.87 8,00 3.71 I PA 18.10 14.78 - 6.78 8.00 3.62 BI P.'~ 18.50 15.20 14.95 6.95 ~,00 3.79 LP5 18,50 14.87 - 6.87 8.00 5.71 LP6 18.90 14.76 - 6.76 8.00 3.60 LP7 19.00 L!4.78 - 6.78 8.00 5.62 LP8 18.90 ~ 14.87 6.87 8.00 3.71 DLP4 1 ~.~U 15.20 14.95 6.95 8.00 ;5.79 LP9 18.80 14.87 6.96 8.00 5.80 LPIO 18.90 14.78 6.78 8,00 5.62 LP11 18,75 14.76 6.76 8,00 3.60 LP12 18,60 14.87 6.96 8.00 3.80 DLP5 18.50 15.20 14.95 6.95 8.00 5,79 LP13 18.75 14.87 6.87 8.00 5,71 LP14 18.50 14.77 6.77 8.00 5.61 LP15 18.15 14.78 6.78 8,00 $.62 LP16 18.25 14.87 6.87 8.00 3.71 SEE SOIL BORING B-4 ON DWG C-06. THE DEPTH TO GROUNDWATER ~ B-4 IS 16.3 FT. THE GROUND SURFACE ELEVATION ~ B-4 IS 19.15 ET. THE HIGHEST EXPECTED GROUNDWATER ELEVATION IS ESTIMATED BY REFERENCING MONITORING WELL No. S52390.1 WHERE THE HIGHEST/MOST RECENT GROUNDWATER = 7,5/6.56 = 1.11. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 5.16 PER PLANS ' CLEAN SAND & GRAVEL COLLAR%% SECTION SIZE) & STORM HEADER CONNECTION DETAIL " or-/ APP O D , P~FE~NCE~ER: C l 0- D~ -oO ~ 'gEE D~W~G ~ ~ O~ FOR SPEC~L CONDI~ON8 ~V~WER'S ~ff~LS: ~ MAIN OR BUILDING CONNECTION 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH OF 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE ELEVATION OF THE PROPOSED BOTFOM OF THE LEACHING POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE MATERIAL PLACED UNDER THE SUPERVISION OF THE ENGINEER. 2. CONCRETE: 4000PSI @ 28 DAYS, WWF AB2 & A1B5 DEBAR: ASTM A165, GRADE 40 3. DRAIN PIPE TO BE AS CALLED FOR ON THE PLANS. PROVIDE 2' MIN. COVER OVER PIPE. 4. PROVIDE SOLID RINGS AS REQUIRED TO FRAMES AND COVERS TO GRADE. BRING THE REINFORCED PRECAST CONCRETE SOLID RING 24" DIA. CAST IRON COVER ~FLOCKHART #68518 TYPE 6840 OR EQUAL t ; 1'-0" MIN. 2'-0" MAX. ADJUST WITH RRECAST COLLAR / RE~FORCED PRECAST CONCRETE 8" REINFORCED CONC~ r~, TOP SLAB (PRECAST)~.. _ GROUND WATER~ ,S. NITARY STRUCTURE SCHEDULE STORMWATER LEACHING POOL DETAIL NOT TO SCALE SCDHS NOV 09 COMMENTS SCDHS AUG 09 COMMENTS SCDHS 1/16/09 COMMENTS SCDHS OWR 2/27/09 COMMENTS SCDHS OWM 2/27/09 COMMENTS REVISED PER SCDHS COMMENTS ISSUED TO SCDHS DESCRIPTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS. IF AN rTEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION ON THE DRAWING. MG MG MG MG MG MG BY JAMES, LASALA 8,: ASSOCIATES, LLP 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB ~ 08AE-00146 JOB 08AE-00014 y 11!!o 3 GIACALONE CTS, P.C. IN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGI_TE, lq~W YORK 11935 · DRAWING DATE ~/2~,/o~ DRAWN BY CHECKED BY SHEET 9 OF 9 SCALE AS-]~IOTEE~ PROJECTor, A: 0o014 DRAWING NO. SAN-08 "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." EDUCATIONAL AND CULTURAL PROPERTY HOLDINGS INC. MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 BL§G, DEP[ AP, tEA HAP LOCATION MAP ' :'""'?Ti,, ' KEY PLAN ADDREVIATION5 DESTION5 OR ELEVATIONE~ DETAIL DETAIL ( )¢ AREA DEIND ENLARGED DEFINED DY DETAIL ELEVATION NUNBER IF DETAIL,LETTER IDENTIFICATION ~FLOOR PLAN ~,%st-~ ELEVATIOND APPEAR ^ ~~LEVATION NU"4E~ERD REFERENCE SYMDOL5 VERTIC, AL DP, ID ID ALPHABETIOAL READINO FROM LEFT TO RIOHT HORIZONTAL CRIP IS NLINERIGAL P~ADIN¢ F~N TOP TO ~TTON OF ~EET ~lO GEN~INE T~ IN~RDEGTION OF THE ~RIZONTAL ~lg LINE5 ~AD "OOLgHN GEN~RLINE5, FLOOR LINED IN EX~RIOR EL~ATION, P~JEDTED LI~5 P~R~ LINE5: BOUNDRY LINED, 5EDTION CUT LINED OUTLINE OF E~UIP~NT BY OTH~R5 R~VIEION NUNBEP. !,qINDON 3YF~ (DEE NINDOA 5GHEO) PARTITION TYPE (DEE ~ALL TYPEE) BUILDING CODE REVIEW SUMMARY ) (JENERAI PROIE(. r DA FA SANTORINI TRAINING CENTER BU1LDING CODE OF NEW YORK STATE, 2007 ICCIANSI A 117,1 - 2003 ENERGY CONSEKVATION CONSrRUCTION CODE OF NEW YORK STATF, 2007 2) G[~N~RAE BUILDING DNrA: BIJ[I. DING USEGROUP CI.ASSIFICATION: FIRE SUPPRESSION SYSI'FM REQUIRED: EIRE SI IPPRFNSION SYffFEM PROVIDED: PROPOSED TYPE OF CONSTRUCFION: ASSEMBLY GROUP A-3 (303I YES (903.2.1.21 YES, NFPA 13 O0t.3.1,11 TYPE 2b (602.2). 3) BUILDING AREA TABLII.,ATION: A} ALI,DWABI,E'I'ABLJI,A'I ION AREA BI % [N('RE&SE FOR OPEN PERIMETER C) % INCREASI~, FOR COMFI,ETE FIRE SUPPRESSION SYSq'EM 2~ C&N ¢~RSIDN FACTOR (% FA(DI'ORtlOO): 19 MAX, AI,LO%ABI.E FLOOR AREA (PI:R }:I IX)R) ACTUAl, FI,OCR AREAS: (I st FI.OCR) (2nd FLOOR) (3rd FLDOR ) ACTUAl. T(T['AI, BUll,DING AREA: (TABI,E 503 & 50fi.11: 1110% 1506.21; 75% (. 06o) (903,3,1, I): 375 3.75 (Table 503 & 506.1 ): 9.500x3.75 = 35.625. 7,892 s,f. (One fire area req'd,) 6,-M0 s,l: (O1~ lke area req'd,) 1368 s,I; (One fire area req'd,) 15~500 s,£ (One fire areas rcq'd,) G) MAXIMUM BUILDING AREA CALCULAI'ION MAXIMUM GROSS A[A,OWABLE AREA: (PER Fl RE AREA ) (506.41:9,500 x 3,75 x 3 = 1 I16,875 SF ACTUAl. TOTAL BUILDINO AREA, 15,500 s,f, (One Ih'e area req'd.) 4j SEPARAllON DISTANCE AND BIJILDING HFJGHT: FIRE SEPARATION DISTANCE: MIN, EXTERIOR WALL RATING: ALLOWARI. E BUILDtNG IIEIGFYf' NEIGHT MOf.)l PICAT IONS: ALLOWABLE BUILDING IIEIGItT: ACTUAL BUILDING IIEIGHI': ('fABLE 602'1: > 30' {'['ABLE 601 & 602): 0 HOURS ('rABLED03): 55 FT 2STORIES (504. TI ADD 20'-0" & I STORY 75 FT 3 STORIES 30' +~ F'i*, 3 STORIES 5) MEANS DP EGRESS I. NUMBER OE EXITS 2, TRAVEL DISTANCES 3. DEAD END UORRIDOR 4. CORRIDOR WIDTH 5. SIZE OF EGRESS DOORS 6, ffI'AIR WIDTH 200% R. EQUIRED PRDVIDED CODE SECrlON 2 PER FLOOR MIN. 2 PER FLOOR TABLE 1014.1 250 FEET M AX. I 16 FEEl' TABLE I 0 [5. I 20 FEET MAX, 17 FEgl' 1016,3 441NCH MIN. 60 INCHES 10162 36 INCH WIDE MIN, 36 INCHES MIN, 1008,1.1 &l INCH WIDE MIN. 44 INCHES MIN. 1009.1 15PERSONS 47 PEILqONS 18 PERSONS ~ pI}RSONS 88 PERSONS 6) PLUMBING FIXTURE REQUIREMENTS: (XJCUP~NT LOAD (PER FLOOR): FIRST: DATA ROOM GAME ROOM BREAKI)UT ROOM MISC. SPACES TOTAl- 1~* FLOOR SECONQ: MU[,31-PURPOSE ROOM MEE'IING RCKJM BREAK-OUT ROOM BREAK-OUT ROOM 'rOFAL pt ELOOR - 126 PERSONS - 174 PERSONS 26 PERSONS 18 PERSONS - 344 pERSONS TIIIRD: MU[,TI-I LJRPOSE DECK - 148 PE,R~)NS TOTAl., - 580 PERSONS (J0 MALE, 290 FI,iMAL PLUMIIlNG FIXI'URES REOUIREI). A-3 OCCUPANCY (PER TABLE 2902.11: WC: MALE: FEMALE: I [*ER 125, 290/125 = 3 REQI.,IRLD, 5 [ ROVIDED I FER 65, 290/125 = 3 REQUIRED, 5 PROVIDED LAV: MALF~FEMAI,I0 1 PER 200, 580/200 3REQI/IRED, Il PROVIDED; DRINKINGFOUNTAtNS: I I F.R 5(10, 580/500 = 2 REQUIRED, 3 PROVIDED, BUILDING DESCRIPTION TRAINING CENTER FIRE PROTECTION FEATURES _i '_YY.!'L ¢_b C.__O_N s T_g3~C. TJ ( )2 NOTE: .... i" ~]:[I.g C TI l~'(i. F RA ME 0 HOURS S£PARATION OF SPACES OCCUPANCYOR USEIS UNLAWFUL WITHOUTCERTIRCATE OFOCCUPANCY HRE INSPEC11(~ HEQUIRED BEFORE OPENING RETAIN STORM WATER RUNOFF PURSUANT TO CHAP'Ti:Fi 236 OF THE TOWN CODE. CERTIFICATION OF NAILING & CONNECTtON~ REQUIRED. PL UMBER CER TIFICA TION ON LEAD CO~TENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/I0~ OF I~ LEAD. AP,P~r~D A8 NOTED FOLLOWING INSPEC'rlONS: I FOUNDATION. 1WO REQU,~ED FOR POURED CONCRETE 2. ROUGH - FRAMING, I~dJMBING, STRAPPING, ELECTRICAL & CAULKING 3. iNSULATION 4. FINAL - CONSTRUCTION & ELECTRICN. MUST lie COMPLETE FOR C.C. REQUIREMENTS OF THE COOES OF NEW YORK STATE. NOT RF..&=ONSlBtE FOR DESIGN OR CON~IRuc'noN ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE_..& TOWN CODES AS REQUlR~ CONDITIQNS OF ~ CONSTRUCTION SHALL MEET THE REQUIREMENTS O1:: THE CODES OF NEW YORK STATE. OF FOUNDATION LOCA'rlOM HAS BEEN APPROVED. PLUMBING ALL PLUMBING WASTE & WATER UNES NEED D; AP,J.I NO LI T · 7 05/~0/~0 ISSUED TO OWNER NFR' 6 0'1/14/10 ISSUED TO OWNER NFR 5 01/23/o9 ISSUED TO OWNER NFR 4 m/30/08ISSUED TO ZBA NFR 3 ~WOl/usISSUED TO ZBA NFR 2 ~5/~9/08 ISSUED TO BUILD DEPT. NFR 1 3s/02/08 ISSUED TO OWNER NFR REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 · PROJECT SANTORINI MEETIN'G HOUSE 3800 DUCK POND ROAD CUTCHOOLrE, IqEW YORI~_ 1 1935 DRAWING · TITLE 5HEI--T DATE ~A,~lC~ DRAWN BY opB SCALE^5 NOTEP !CHECKED BY ~ PROJECT o3~.O~ SHEET I OF :~ DRAWING NO, . SUMP ~'-2 I/2" ~,1~ N ' F:OUNDATI ON PLAN NOT~: I. TO~ OF ~LAE~ ~:L. O'-O'l LJ.O,N, (DATUM EL, 22'-O"). / DLAB (-0 '-4") ~ (-I'-0") ONOE~ ®ENERAL 60NCTRU6TION NOTE5 I. ALL INTERIOR !NALL T'"PE5 TO BE ~ ¢JNLE55 OTHERWISE NOTED). 5ER 5NEET TC-.~.5 FOR HALL ~PEC. ¢Y~H ~LL BOA~ ~.O.Nj. TO IN~ElOg P~E OF ~X~RIOR MASONRY HALL. ALL EXTE~IO~ DIMENSION5 ARE TAKEN TO EXTERIOR FACE OF MA~NRY UNIT5 (U.O.N.). 5. ALL DOOR OPENIN¢5 5HALL BE GONCT~OTED ~" F~M FACE OF ADJACENT ~LL (OR GOLUH~ ~.E.6.) DETAILS. ~ AT ALL GLO,ETS. PROVIDE A 5/4" X 12" ~EEP ~IRGM PL~D SHELF AT 8'-0" A.PP. AND A I-I/4" ~IA. I] IN ALL LOOATION5 ~HERE INFLATION ~ILL BE LEFT AD 05/18/10 ISSUED TO OWNER 01/14/10 10/30/08 ;07/01/08 ISSUED TO OWNER NFR ISSUED TO OWNER NFR ISSUED TO ZBA ISSUED TO BUILD DEPT, ISSUED TO OWNER DESCRIPTION NFR NFR NFR NFR · PROJECT SANTORINI MEETING HOUSE 3800 DUCK POiNrD ROAD CUTCHOOUE, NEW YOI~K 11935 · DRAWING I=OUNI2ATION PLAN DATE ~/l~/O~ DRAWN BY 5e5 SCALE A5 NOTED CHECKED BY life, PROJECT 0712b~1 SHEET ~ OF :~ DRAWING NO. CLOSET I I I! '-O" I I I > ~OOh'f () FLOOR PLAN I/$" = NOTE: I. TOP OF SLAB EL. O'-O" LJ.O.N. (DATUM EL. 22'-O"). \ / ~' \ \ / / \ / \ / '¸% IGENERAL C, ONSTRUCTION NOTES I, ALL INTE~IOI~ NALL TYPE5 TO BE ~ (ONLE55 OTHERNISE NOTED). SEE SHEET TG-& D FO~t ~ALL TYPE5 AC' I ARCHIT =CTS_'__F''c' / 1431CONKLIN STREET _ I IFARMINGDALE, NEW YORK 11735 I TEL~3 FAX:(516)420-0195 "PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 · DRAWING FIIg, ST FLOOR PLAN DATE ~/Iq/o~, DRAWN BY SCALE As NOTED CHECKED BY PROJECT 01125z21 SHEET 4 OF DRAWING NO. Zt_m KITCHEN 42" HIgH [ a 'lr I I, ~00"4 % % HALL BECTIONS) 5TRtJC11JP, AL 5TL. (SEE BT~,IJCTI NOTE: I= GARRY ENCLOBURE TO &" ABOVE CEILIN5 NEA CEDAR 5HINELE5 OR CDLI'lJRED 5TON5 A5 BPECIFIEO (WP.) 1t2" EXTERIOR 5RAPE 5YPSUH 5HEATNIN5 ,~ 5ALV. I~, SA, H~TAL A~LL SECTIONS) 2-1/2" HTL. 511JD FI~,HIN5 AROIJND COLUNN 5TPJJG~J~AL 5TL. (SEE 5TinCT. DHDSJ E/bI' 5yp. BOARD OYPE "X" IN A RATED PARTITION - SEE ,*,[ALL COLUMN NOTE: h CARRY ENCLOS[JRE TO &" ADOVE CEIILINO AT NON-RATED COLUNN ENCLOSUP, B; 2: GARRY ENCLOEUR, E TO UNDERSIDE OD ROOF/FLOOR ABOVE AT ALL RATED COLUHN ENCLODJEE. ®ENERAL CONSTRUCTION NOTES i I. ALL INTERIOR PALL TYI=~5 TO BE R~Z (UNLE55 OTHERWISE NOTED). BEE SHEET TC-&D FOR ~LL ~PES. 2.5~B E~EE5 PLAN5 FOR SMOKE BARRIER ~LLE. ~. ALL ~HOLATI~ DIMENSION5 A~ TAKEN TO OUTE~ FACE OF HBTAL 5TUD AT EXTERIO~ AND FACE OF O.H~. AT INTERIOR. 4. ALL DIMENSION5 AT INTERIOR ~LL5 ARE TAKEN F~H FACE OF ¢YP~H ~LL ~ARO, NO~IN~ (UO.N) ALL INTERIO~ OIHENSION5 TO E~BRIOR ~LL5 A~ TAKEN FROH F~E OF ~YP~H ~LL ~A~ ~O.N) TO INTBRIO~ FACE OF EXTERIOR HA~NRY ~ALL. ALL EXTERIOR DIHENSION5 ARE TAKEN TO EX~RIOR FACE OF NA~NRY ~NIT5 ~.O.N). 5. ALL DOOR OPENIN¢5 5HALL ~[ ¢ONST~CTED ~" F~OH FACE OF ADJACENT ~LL ~. 5BE SHEET TO-8.1 FOR DOOR ~H~DULE. Z ALL OLOS~T/STO~E ~OH5 HITHIN OTHER R~H5 ~HICH ARE NOT LABELED ~ITH THEIR O~ ~H~ER5 5HALL B~ FINISHED THO 5AHE A5 THE RooH THAT THEY ARE IN. (F.E,c,J OETAILB. q. AT ALL CLOBETS, PROVIDE A D/4" X ~" DEEP BIRCH VENEER PLYI"~OD 5HELP AT &'-O" A.F.F. AND A I-I/4" PlA, CHiNE-PLATED STEEL ~D AT 5'-q" A.P.F. ~OVIDE STEEL PLANE SPREAD ~TIN~, CONTRACTOR 5HALL P~VIDE ADA. AD CONC, FOUNDATION HALL I ARCHITECTS, PC. J 431 CONKLIN STREET _ J FARMINGDALE, NEW YORK 11735 ~3 FAX.'(516)420-0195 2-1/2" HTL 5TOD FRAHIN5 AROUND COLUMN ('Pi'p) E/g 5¥P. BOARD (T~P.) (T~PE 'IXl' IN A RATED PARTITION - SEE [,']ALL 'PfPES) · PROJECT SANTORINI MEETING HOUSE 3800 DUCK PONI} ROAD CIDTCHOGUE, NEW YORI~. 11935 ' DRAWING 5EC.,ONI2 FLOOR PLAN DATE ~/1~0~ DRAWN BY 5e5 SCALE A5 NOTED CHECKED BY N~ PROJECT ¢112.~91 SHEET 5 OF :~ DRAWING NO. NOTE: BELO~ ~AIN 9'-O" 5" ~uO" 5" 51lq. 5II THIRD FLOOf I ~ I ('rFp.) ®ENEP. AL CONSTRUGTION NOTES r, ALL INTERIOR HALL TYPE5 TO BE ~ (UNLE55 OTHE~ISE NOTED). SEE SHEET TO-8,~ FOR HALL Tf'PE5 ALL OUNULATIV~ DIMENSION5 ARE TAKEN TO OUTER FACE OF HETAL STUD AT EXTERIOR AND FAOE OF 6,.HU. AT rNTERIOR. 4. ALL DIMENSION5 AT INTERIOR RALL5 ARE TAKEN FROM FAOE OF ~YPSUM bALL BOARD, NOMINAL (U.O,N,) ALL INTERIOR DIMENSION5 TO EXTERIOR !4ALL5 ARE TAKEN FROM PAGE OF ¢¥FSUiH J~,ALL BOARD (UO.N,). TO INTERIOR FAE, E OF EXTERIOR NAfONR¥ ~ALL. ALL EXTERIOR OIHENSION5 ARE TAKEN TO EXTERIOR PAGE OF MASONRY UNIT5 O~.O.N.). 5. ALL DOOR OPENINg5 5HALL BE OONSTRgCTED &" FRO"4 FAOE OF ADJACENT HALL (OR COLUHN) ¢J 0 N ) 0 SEE SHEET T~,-~,,I FOR DOOR 56HEDULE, 9. ALL CLOSET/STORACE ROOH5 ~J%HIN OTHER ROOM5 ~HIGH ARE NOT LABELED ~ITH THEIR O~NNUNBER5 OHALL BE FINISHED THE 5AHE A5 THE ROOH THAT THEY ARE IN, ~'. SEE DETAIL5 4 /. 5/T~,-E¢I FOR FIRE EXTINGUISHER 6.ABINET (FZ.OJ DETAILS. q. AT ALL OLODETS, PROVID~ A D/4" X 12" DEEP BIRE, H VENEER PLYWOOD 5HELP AT ~'-0" A.F.F. AND A I-I/4" DIA. ~.HRONE-PLATED STEEL ~D AT 5'-q" A~.F. PROVIDE STEEL 5HELF 5~PPORT5 AT 4'-0" ¢,¢. MAX ri. IN ALL LO(.,ATION5 HHERE INSULATION HILL BE LEFT EXPOSED 12. PROVIDE NON-(~OHBJSTIBLE FIREDTOPPIN~ AT ALL LOCATION5 REGUIRED BY THE RELEVANT 5ECTIOND OF THE NYSUFPB(.,. ALL TOILET ROOMS AND BATHIND FACILITIES MUST MEET THE FLOOR DRAIN (~ AREA DRAIN AD 1431CONKLIN STREET ~ IFARMINGDALE, NEW YORK 11735 TEL~8383 FAX:(516)420-0195 PROJECT SANTORINI MEETING HOUSE CUTCHOGL~, NEW YORK 11935 ' DRAWING THII ,I::) I=k( l PLAN DATE ~,'l.vo¢ J DRAWN BY 5o5 SCALE AS,,,TED I CHECKED BY ~ PROJECT O~l~.~ ISHEET 5 OF 2q : I DRAWING NO, //'~'~ ~"T~: :<%', f:~glEGTIVE HAT (~30RP. W PAVER ROOFING MN, IJFAG~) AIR INFILTRATION BAI~IER GEDAR 5HIl, lE&.E5 ~ONTI;'~E BlllJ11-ENE ROOFIt~ ~ UP HALL 'TERHINA1E A5 PEN HANUF~11,~'5 INBTRI~TION5 ALUH, BABE FLABHIN,5 ~ FROTT~:~TION BOARD 5/~" E.X~dO~ GP, AD~ GYFBJH 5NF-ATHII~ PT~O'IE~TIVE HAT (COOED. Pi/PAVt~ BI31JTt4~,E ROOFI~ 5YBTEH BY "E/~,AC,,E' O~ APF/~OVED ECJAL (CCh3ED. H. PAVEE HN, INF'P~ CONG. PAVEE C, Ot-IF~NBATOE 5Yffrt~H - Cd, gED. COh'PATIBILrrf' HIl~ t~)OFIN~ 14.N4~.~ll,)Ie, L~ ~lOE TO INBTN.LATION AIR INFIL33RATION IB,N~RIER ~,ED/~ 5HINSLE~ PP, OVIDE VINYL ~ IEL'T 1~4NEE Hllt. I -~ PROVIDE 514" FlEE RETARDANT TP, EAi~ cOflTIHJE BI'Wft. E~ EOOFli~5 ~ IJP NN,.1 PLYHDOD EN4P OVER FlEE RET/~DN, IT ~ TL=RHIti~TE ~5 ~ HAN~,~'5 IN531~6,TION5 -, 11~EA'fED J,~OD BI.~KIN¢ ('T'?P) .N,.UH. BASE FLABHIN~ OVER FRO1EGTION AN~ R00FIN0 I,,iAk~Ar.,llJl~5) Pt~:rlF::~'rlV~ HAT (CO0RD. W F^VER A~ P.~II~ MN~A~I~) P.T. I~ BLOC.,KIt~5 A5 ~l)lRE~ TN:EEED EI~ID, INBt,LATION (60 psi HIN. (,OHPI~IVE 511~'bBTH~ - T~-'~ I/$" ~-~ R3OT MIN. EEINF. 51~J~T. CONG, DEC~ W HETAL DF:¢KIN~ (.5~ 531~J~,T'L. DPI~BJ P.T. P~3OD BI..OCKIN~ )..5 REGMRED 5'/1~11Jf/~ 5'rlFR (SEE 5'ffiLCT'L. DH55.) TAPEEED ~JBID INBIJLATION (tJOpSl HIN. COMPP, E;BGIV1= 5'f1~ENBTt'l) K-2.5 HIE - TAPB~ I/M' PL~ FCOT Hl~ NEll, IF. 5"~J~T. CONG. Dr:CK W DE¢.,KI~ (.BEE 511~J~T'L, TAPERED KIBIO IN.~JLATION (~Opsl MIN. C, OMFftE55r~ 5TREl~Tt-l) K-25 MIN. - T,a~"-R I/&' f~ F-COT HIN, EEINF, 511~C,T, CONG. Dt~C,K W iV~TAL DECKII,~ (,~ 5TRl~T'L DI,~SJ P.T. !4OO~ E~LC~KIJ, I~ A5 RE~JIP, ED DETAIL ~OOF DtSC~t< DtSTAIL ~f~OOt=' Dt=C,< DETAIL ':-- ' ('~/f:*,OOF DtSC, K. DETAIL 11/2" = ROOF D~,AIN C, OVER N4D C. LAHFIN~ RIt~ taZ2OF PAvers. HODIFII~2 BI31.NEN 5TRIf~li~ PLY CJN~R C.,LN4PIN~ -- HO~IFIED BI'II, HEN FIELD FLIES -- TAr"~ INBl,!,.ATlOfl 24" ON EACH 51Dt~ TOHA~D DRAIN HEAD q ~OOF Dt~AIN DETAIL --ALUMINUM /-ALOMINUM~Uii~ J? I ' I (TYPJ ALUMINUM RID~ VENT (Tm.) 'ALUMINUH~:~III~ ICE t E~IIELD UNDEf~,LA'r'HENT AT - ALL F~,AKEE, VALLEY5 Z 2'O" BEYOND FACE HALL AT EAVES GAP FI..A~JN~ HODIFJED FLABHIN~ I -- P.T. HOOD G,N~T 5TRIP ~ D~CK 5Ti~F-L FRN41t, Ei At~LE (.~E 5'm~T. DHeS.) Q~)MECH. Ec2UIP. CU~t~ DETAIL ll/2" = I'-O" - E,~,N~BT Dt~,T UNIT ~OARD P.T. ~ GANT 5TRIP FIB..D PLIES DETAIL P4~F 12" O.C. (HAXJ ICE ~ HATER .E~41 ~D U NDE~J-A99vlENT 5LOPE AT ALL ~¢, I/4" ~ ~lN. ~ PLAN .~o~ ~ o~ ~EEA¢,.IN~ IN FLOOD COAT HODIFIt~ BI1t,t~N FIELD PLIE-5 Ff~2TEC, T1ON BOARD RI6ID INE~LATION 511 INFLATION ROOF P~..T~ ~ ROOF 5TACK VENT DETAIL BOOT TYPE STACK, VENT PLASHINO ASPHALT E:,HIN~LE5 -- D/,4" PL'YP4OOD .SHEATHIN~ E'r'E~L f~[AF'f'E~. BEE 5TRUCTUf~N- P~'E. 51ZE 4 5PAClN~, (~)~OOF DETAIL -- JOINT COVER C, ONTINUOU5 HOLD DOHN CLIP CEMENT BOARD 'T'l~lH A5 EPE(.,IFIED ('r'r'p J CONTINUOU~ CLIP AN~LE CEDAR SHINGLE5 (DOUBLE COLIf~BE) ON AIR INFILTRATION 5HEATHIN~ BATT IN.~JLATION ~ VAPOI~, BARRIEI~ ON INT~RIOK FACE 7 6 31/14/lOISSUED TO OWNER NFR 5 31/23/o9ISSUED TO OWNER NFR 4 lO/3O/'oo ISSUED TO ZBA NFR 3 o7/ol/'OO ISSUED TOZBA NFR 2 o5/19/o8ISSUED TO BUILD DEPT. NFR 1 o5/o2~o8ISSUED TO OWNER NFR REV DATE DESCRIPTION BY LoEHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 -8383 FAX:(516)420-0195 'THESE PLANS ARE ANCEI~ INSTRUMENT OF SERVI~ AND ARE THE PROPERTY Of THE ARCHITECT II I~ I~[ £~1 I INFRINGEMENTS Will BE PROSECUTED JL' 'j · PROJECT ] SANTORIINII MEETI1NG HOUSE 3800 DUCK POINT) ROAD CUTCHOGUI~, N1~W YORI~ 11935 DATE ~/~'oe DRAWN BY SCALE AS NOTED CHECKED BY PROJECT o712~.o[ SHEET e OF DRAWING NO. ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, PEEP 5HADOM. COLOR: DRIFTNOOD %0. TOWER PEAK AT ELE¥. 48'-q"-+ "CULTUt~EO STONE" FACINg. OINENS CORNINm~, CLASSIC SERIES. I ~" THIEF, ROOF PEAK AT ELEV. ~q'-q"+ NEH CEDAR SHINGLE5 (DOUBLE OOI)RBE). HAIBEC, FACTORY 5TAILED EASTERN HHITE CEDAR SHINGLES. FINISH, CABOT BLEAOHING OIL # I-¢. T.O. ~RD FL. SLAB AT ELEV. 24'-0"+ EIMERGENGY OVERFLOIN STORPf DRAINAGE OUTLET (BEE PLUPfBING PINGS. FOR LOCATION ~ POUTING) II T.O. 2ND FL. SLAB AT ELEV. 12'-O"+ 12 -- DE¢ORATIYE ooHPOBITE PANEL- SEE DETAIL 4/T0-2.1 12 II '11111LL, DEGORATIYE CONPOBIllE PANEL- BEE DETAIL ~/TC,-2.1 NEH C, EDAR SHINGLED (DOUBLE COURSE). HAIBEC, FACTORY STAINED EASTERN INHITE CEDAR SHINGLES. FINISH: CABOT BLEAGHIN® OIL # I-O. (TYPICAL III Ii I T.O. TOWER PEAK AT ELEV 4~'-q" NEW ASPHALT 5HINGLEB~ OAKRIDGE PRO 50 AR, PEEP SHADOIN. GOLOR~ DRIFTINOOD ROOF PEAK AT ELEV. ~-?-q" NEN CEDAR SHINGLE5 (DOUBLE COURSE). NAIBEG FACTORY STAINED EASTERN INHITE CEDAR SHINGLES. FINISH: 6ABOT BLEAcSHING OIL # I-(,. (T(PIOAL) Illl %0. ~RD FL. SLAB AT ELE¥. 24'-0" T.O. 2ND FL. SLAB '- '-.0. SLAB T.O. IST FL. SLAB AT ELEV. O'-O" _L --"CULTURED STONE" F=AC~IN~. Ok, lENS CORNINg, -- CLASSIC SERIES. I ~4" THICK EXTE~IO~ SHEATHING, O~ AP~O. E~UAL ~/16 = I-O NOTE, I. TOP OF SLAB EL. O'-O" U.O.N. ELEVATION (DATUM EL. 22'-0"). T.O. TOILER PEAK AT ELEV. 48'-¢f"-+ ROOF PEAK AT ELEV. NEIN CEDAR 5MINGLE5 (DOUBLE COURSE). MAIBEC, I=AC, TOR¥ STAINED EASTERN INHITE CEDAR SHINGLES. FINISH, CABOT BLEACHING OIL # I-C,. (TYPICAL) 12 i I I 5~ING-OtJT OVERLAY ARAGE DOOR BY RAYNOR. lNG. I-CAR NITH X ~B~K5 ~ ~' HINDOH5 (~-OVER-~ PANE ARC, HEP) NITH FLEUR DE-LIS k~ 5TRAPS, FLEUR-DE-LIS HANDLE5 (BLACK). Ek ~IHITE PO~"OEROOAT TRACK AND HARDHARE. T.O. IST FL. SLAB ELE¥. O'-O" ~- -- GRADE I/4" = I'-O" NOTE 12 T.O. TOILER PEAK AT ELEV. 48'-q"+ NEN ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP 5HADOIN. COLOR: DRIFTNOOD "CULTURED 5TONE" FADING. ONEN5 CORNING, C, LA551¢ 5ERIES. I ~" THICK ROOF PEAK AT ELEV. 5q'-cf''+- NON ASPHALT SHINGLES: OAKRIDC~ PRO 50 AR, PEEP 5HADOH. 01/14/10 ISSUED TO OWNER 01/23/09 ISSUED TO OWNER 10/30/08 ISSUED TO ZBA 07/0U08 ISSUED TO ZBA CEDAR SHINGLES. FINISH, C, ABOT BLEACHING CO'vfpoSITE / r OIL I-c. (" '3EXTE I Ot . PANEL IvfoULDIN5 (TYP.)/ EHASZ GIACALONE T.O. ~RD FL. SLAB T.O. ~RD FL. SL,A.B ~ r' = ~'-~" U' 'mlc~ -- I ARCHITECTS, P.C. AT ELEV. 24'-~)"-~- 'AT ~ 24'-O'-+ COIvfpOSITE J431 CONKLIN STREET I ~ilJl PANEL - ~NHITE ~FARMINGDALE, NEW YORK 11735 SITE ~TAININ~ :L I;LI ii , , , ,E]£1 I I:1 I I~1 I~IE ~,TEL:(516)420-8383 FAX:(516)420-0195 I Il I ] ~%~ ' ' ' ' ,2GOLOR:DRIt=TINOOD ~ ~ ~ ~ 0~,lg,08 ISSUEB TOBUILDDEPT. ~q¢ (DOUBLE coupE). ETAx'l a5/02/08 ISSUED TO OWNER I Iii I Ii~' HAIBEG FACTORY STAINED EAS~RN NHI~ ELEVATION ~UARTER ~OUNP EGTIO~ DATE DESCRIPTION ~IALL SEE SITE DRAINING ~. %0.2ND FL. SLAB AT ELEV. 12'-0"" T.O. IST FL. SLAB ( )NOI TH- EST D/I~" = I'-O" NOTE: I. TOP OF SLAB EL. O'-O" ELEVATION AT ELEV. O'-O" U.O.N. (DATUH EL. 22'-O"). T.O. 2ND FL. SLAB AT ELEV. 12'-O"+ 514" THICk. COMPOSITE PANEL - MHITE ', =k T.O. CONC. SLAB AT ELEV. +lO'-O" I If] ' ~ £: =l~ II, '!J! I T.O. IST FL. SLAB AT ELEV. O'-O" -- EXTERIOR HANDRAIL MOUNTING BLOCK- SEE ~ETAIL 8/TC-5.2 -- GRADE I" TH I O~. COMPOSITE PANEL - P4HITE -- "CULTURED STONE" FAOIN,¢. OP4ENS CORNING, CLASSIC ~UARTER ROUND COMPOSITE MOULE)ING (TYP.) -- EIFS S'r'STBM OVER ~ENS~LASS r~OLP EXTERIOR SERIES. 1~/4'' THICK SHEATHING, OR APPVD, E~UAL F IEXTE I ~ I" = II-O" I I/2" I I/2" ~111:,, , ,iz,[¢? ELEVATION PANEL ~L~I" SEC, TION DETAIL NFR NFR NFR NFR NFR NFR BY ,~ ] 'THESE PLANS ARE AN )[E ~u~uiBu ~) INSTRUMENT OF SERVICE Buu uBu AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED 'PROJECT SANTORINI MEETI1MG HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING I~LI~VATION5 DATE SCALE AS NOTED PROJECT DRAWN BY 5c~5 CHECKED BY ~ SHEET ~ OF ~ ~ T.O. TO!/,IER PEAK AT ELEV. 45'-~"-+ ROOF PEAK -- NE~ ASPHALT 5HINSLES: OAKRID®E PRO 50 AR, --% DEEP SHADON. COLOR, DRIFTWOOD [2. 12. T.O. TONER PEAK ,~, AT ELEV. 48'-q"+ ~ AT ELEV. D~'-~"+ T,O. 5RD FL~ SLAB~ AT ELEV. 24'-O" ROOF PEAK AT ELEV. DT-q"+ %0.2ND FL, SLAB AT ELE¥. 12'-0" T.O. CONG. SLAB AT ELEV. IO'-O" T.O. ~RD FL. SLAB AT ELE¥. 24'-O" ~ T.O. IST FL. AT ELEV. O'-O" QNO TH ELEVATION 511~" = I'-0" NEW CEOA~ SHINSLES (DOUBLE COURSE). hdAIBEC FACTORY STAINE~ EASTEF~.N ~HITE CEDA~ SHINSLES. CABOT BLEACHING OiL ¢ I-C. (T'dPICAL) "CULTURED STONE" FACING. O;NENS CORNING, CLASSIC SEF~IES. I ~/4" THICK SITE F'.ETAININ® WALL DEHiNO DUILDIN¢ (SEE SiTE T.O. ';ND FL. SLAB AT ELEV. 12'-0" P-.ETAININ~ HALL (SEE SITE T.O. IST FL. SLAB AT ELEV. O'-O" ~ T.O. TONER PEAK__ AT ELEV. 48'-~"± "CULTUF~E~ STONE" FACINg. OP4ENS CO.HI CLASSIC SERIES. r ~/4" THICK 12, 12, T,O. TONER PEAK AT ELEV. 48'-~""' NEN ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADON. COLOR: DRIFT~,OOD ROOF PEAK NE~ CEDAR SHIN®LES (DOUBLE COURSE). MAIBEC ROOF PEAK AT ELEV. FACTORY STAINED EASTERN NHITE CEDAR SHIN®LES. AT-ELEV. 5'/'-~"+ FINISH: CABOT BLEAGHIN® OIL ~ I-C. (TYPICAL) 12` NE~I CEDAR SHiN®LES (DOUBLE COURSE). MAIBEC FACTORY STAINED EASTERN blHITE CEDAR SHIN®LES. FINISH. CABOT BLEACHIN¢ OIL ~ I-G. (TYPICAL) NEN ASPHALT SHINGLES: OAKRID~E PRO 50 AR, DEEP SHADOH. COLOR: DRIFTNOOD PLAN ~ %0. ~RD FL. SLAB DESCRIPTION %O. FL. SLAB AT ELEV. 24'-O" - - ¢EHASZ GIACALONE / I ARCHITECTS, P.C. ~431 CONKLIN STREET /FARMINGDALE, NEW YORK 11735 ,~ ~ ~TEL:(516)420-8383 FAX:(516)420-0195 7~ -~- {THESE PLANS ARE AN /INSTRUMENT OF SERVICE ~ %0.2ND FL. SLAB /AND ARE THE PROPER~ ~T~'ZO~T.O. 2NO FL., SLrAD /INFRINGEMENTs/OF THE ARCHITECTwiLL BE (PROSECUTED ( )SOUTH-EAST ELEYATI ON NOTE: TOP OF SLAB EL. O'-O" U.O.N. (~ATUhd EL. 22'-0"). "CULTUP. E~ STONE" CLASSIC SEE SITE IN THiS AREA ~4ACIN®. ONENS CORNING, "THICK. ~i®S. FO~. SITE ®RADI N® T.O. IST FL, SLAB AT ELEV. O'-0" ~ T.O. IST FL. BLAB AT ELEV. O'-u" MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YOI~ 11935 DRAWING ELI VATION5 DATE SCALE PROJECT DRAWN BY scs CHECKED BY Nm SHEET ~ OF DRAWING NO. /L I NE~i ASPHALT SHINGLES: OAKP, IDGE PRO 50 AR, DEEP SHADON. COLOR: DRIFTNOOD -- NE~ CEDAR SHINGLES (DOUBLE COURSE), MAIDEC FACTORY STAINED EASTERN ~HITE CEDAR SHINGLES. FINISH; CABOT BLEACHING OIL ~ I-C. (TYPICAL/ I [ "CULTUP-EO STONE" FACING. OP4ENS CO~.NIN~, CLASSIC S~=f~IES. I ~/4" THICK-. ( )PA T WEST ELEVATION ~/l&" = %0. TOFIER PEAt< AT ELEV. 48'-q''+ NE~ CEDAR SHINGLES (DOUBLE COURSE). MAIBEC FACTORY STAINED EASTERN ]~HITE CEDAR SHINGLES. FINISH: CABOT BLEACHING OIL ~ I-C. (TYPICAL) T.O. 5RD FL. SLAB AT ELEV. 24'-0" %0, 2ND FL. SLAB AT ELEV. 12'-0" T.O. IST FL. SLAB AT ELEV. 0'-0" "CULTUt~.EO STONE" FACING. OPqENS CO~NIN~, CLASSIC I ~/4" THICk. -- ( )PA T SOUTH ELEVATION ~/1(~" = I~-¢'' NEH ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADON. COLOR: DRIFTP4OOD T,O. BRD FL. SLAB AT ELEV. 24'-O" NE~I CEDAR SHINGLES (DOUBLE COURSE). MAIBEC FACTORY STAINED EASTERN blHITE CEDAR SHIN®LES. FINISH: CABOT BLEACHING OIL ~ I-C. (TYPICAL) %0 2ND FL. SLAB AT ELEV. 12'-O" T.O, IST FL. SLAB AT ELEV. 0'-0" I I "CULTU~E~ STONE" FACING. OMENS CO~,NIN¢, CLASSIC SERIES. I ~/4" THICt< Ey' F LAN ISSUED TO OWNER ISSUED TO OWNER ISSUED TO ZBA 4~F~~ASZ GIACALONE CHITECT$, P.C. / CONKLIN STREET MINGDALE, NEW YORK 11735 TEL(~ FAX:(516)420-O 195 [THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED ~ PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAI) CUTCHOGIJE, NF~W YORI~2 11935 · DRAWING ELEVATION~ DATE SCALE ^5 NOTED PROJECT o~a~.o~ DRAWN BY 555 CHECKED BY ~F~ SHEET Io OF DRAWlN' ) NO. THIRD FLOOR EL, +24'-0" 8 12 NOTE: STAIR SECOND FLOOR ALUM. LBAOE~ @ 24 lUO,, hdAX. c.c. (TYP.) VENTED FIBEr, GEMENT 5OFPIT MAPO~ ~AR~I~ ON IN~IO~ PAGE NE~ CEPA~ 5HIN~LE~ AIR INFILTRATION (~i) DETAIL LANDIN6 D/4" FIRST FLOOR I I ~ THIP-~.,~L~OR (,EILIt4¢ (+¢'-O" A.F~J EL. +~2-O · 7 o5/18/~oISSUED TO OWNER NFR 6 o1/14/lOISSUED TO OWNER NFR 5 o1/23/09ISSUED TO OWNER NFR 4 10/30/08ISSUED TO ZBA NFR 3 o7/ol/o8ISSUED TO ZBA NFR 2 o5/~9/o8ISSUED TO BUILB DEPT, NFR 1 o5/o2/o8ISSUED TO OWNER NFR ~REV DATE DESCRIPTION BY 12 i THIRD FLOOR I II . rEHASZ GIACALONE ,T,,, I i^ ' ' /ARCHITECTS. P.C. / T~E~E (5~ I /431 CONKLIN STREET I /FARMINGDALE, NEW YORK 11735 I TEL~83 F~(516)420-0195 (~. ~ 4) ~ :~ ¢ SANTO~I PA~SDNE~ER ELEVATOR OFFI6E I ~,~ ~o~ FLOOR (D^'rJ~ ~L~.) ~LEV~4 -O ~ - ~ SUMP PIT (~P,)- ~~¢IN* SECTION ~o~. ~ I/4" = I'~" 5TO~ MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, N~W YORK 11935 N · DRAWING BUILDIN~ ~EC, TION~ DATE ~/I~?O~ DRAWN BY SCALE As NOTED CHECKED BY NF~ PROJECT OTLT.~,.O~ SHEET , OF DRAWING NO. THIRD FLOOR EL. +~'P-~" i~ T,O. PECK EL. +~4~-~I' ~ THIRD FLOOR EL. 17-1 Fq-I I HI)LTI-PUI~OSE 1~2OH LOBE, Y COf~II2C~ I I I I LOBI~ QDUILPlN~ ~FC, TION 1/4" = I'-O" ,,uj ,,L?I SECTION I/4" = I~" 12 JANITOIiI~ ¢LO~i~T/ BUILDIi~ 5TOI~J~E I I ! 5ECONO FLOOR T.O 5LAB 7 · 6 01/14/10ISSUED TO OWNER NFR 5 o1/23/o9ISSUED TO OWNER NFR 4 lO/3o/o8ISSUED TO ZBA NFR 3 o7/Ol/O8ISSUED TO ZBA NFR 2 o5/19/o8ISSUED TO BUILD DEPT. NFR 1 05/o2/08ISSUED TO OWNER NFR REV DATE DESCRIPTION BY ,~ rEHASZ GIACALONE JARCHITECTS, P.O. J J431 CONKLIN STREET J JFARMINGDALE, NEW YORK 11735 J TEL~83 FAX:(516)420-0195 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED · PROJECT SANTOR12XlI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGU~, NEW YOIKK 11935 DRAWING I~JILI:21N~, ~EC.,,TION~ DATE ~/~/o~ DRAWN BY SCALE AS NOTED CHECKED BY PROJECT o~,ol SHEET ~. OF ASPHALT SHINGLES OYEl~ ~OOFIN~ FELT OVEl~ Y=" COX PL¥~,IOOO OVEl~ I Y=' MTL. OEd, KIN~ OVEIR METAL F~AI'41N~ THIRD FLOOR OELINS ~' ~L. ~'~'-o" I TAPE~,~D ~OOP INSULATION PITCH ,va" P~ FT. (MIN,) T~P MOIDIFIED BITL/h~EN ~-OOF S¥STE',4 (TYP) SPE~.IFIED (TYp) Ti~.EATED HOOD (-r'cP.) E~.EA~-.OUT E.PI.P,. Iii (-rcm.) CULTUAED STONE COPIN~ SYSTEM (T'T~P.) ~ALV. METAL ~EC~IN~ (TYp.) DATA OENTER MULTI-PUP. POSE ~,OOH SILL SEAL (T'T"P.) VINYL E~ASE T.O.~SLAO ~ ~l~lo INSULATION (R-25 MIN) ATTACHED TO THE UNDEr. SlIDE PLOOt~IN~ SYSTEM ' PROJECT 7 !o5/18/lO ISSUED TO OWNER NFR'" 6 01114110ISSUED TO OWNER NFR 5 01123109ISSUED TO OWNER NFR 4 '~0/30/08 ISSUED TOZBA NFR 3 071o1/08ISSUEBTO ZBA NFR 2 05/19/08ISSUED TO BUILD DEPT. NFR 1 05102108ISSUED TO OWNER NFR REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. / 431 CONKLIN STREET I FARMINGDALE, NEW YORK 11735 MENTOFSERVlCE II 1'-, ¢ 1~I'1 I I..BRR IR.ua- ~1 I I ~,,,I.& 11 PROSECUTED · DRAWING · INALL 5EC, TION DATE ~/I,:1tO~* DRAWN BY 5~ SCALE A5 NOTED CHECKED BY NFR PROJECT o~uB.Ol :SHEET i~ OF ~ DRAWING NO. i~ SUMP Pit (TYP., SEE ~, , ~ -. VAPOR DA~ie~ ~ 1/2" = I'-O" FIP~T ~L~DR FIRST __ SANTORIi~I IVIEETING HOUSE < T.O. CONe,. SLAB. · DATA CENTER ~5L,~H-4 ~F PtT ,. '~ D~AINACE ~N LO~ATION5 ~ TAMPS~ POROUS FILL f~:INF. CONO. SLAB '. !~OO~ BLOC-,~,IN¢ t El. <.24-0 SFBOIFIE~ (T'T'P.) SU I I =¢. '~ LEAOEP-, ('TYP.) 5~(,OND FLOOR H.~.. './IE~ING S'PAC, E (TYP. FOR HEETIN® R00H (T~F.) ILL SEAL (TYP) T.O. CONC. 5LAB ~ EL. +10'-0" 7 05/18/10 ISSUED TO OWNER NFR 6 D'1/14/10 ISSUED TO OWNER NFR 5 01/23/09 ISSUED TO OWNER NFR 4 10/30/08 ISSUED TO ZBA NFR 3 D7/01/08 ! ISSUED TO ZBA NFR 2 05/19/08 ISSUEDTO BUILD DEPT. NFR 1 05/o2/08 ISSUED TO OWNER NFR REV DATE DESCRIPTION BY r HASZ GIACALONE 1 RCHITECTS, P.C. 1 CONKLIN STREET ARMINGDALE, NEW YORK 11735 ~3 FAX:(516)420-0195 ~TS ARE AN"~'~ ~ OF SERVICE II 1 TM ~ ~ I I AND ARE THE PROPERTY II I~RR IR~u. ~I I I OF THE ARCHITECT II I~ I~1 /~BI I I INFRINGEMENTS WILL BE II" ,~.~.A, .L I PROSECUTED ASPHALT ~RIVEP,~A'¢' SANTORINI MEMBRANE ~ PROTEOTION ~5 TAMPED pOROUS FILL (TT'p.) MEETING HOUSE FIRST FL,OOR [ :~' ' ;' ', -* " '. .- CUTCHOGUE, N~W YOI~*Z 1 1 EL. +0'-0 '" ' ~ T ~ALL (~ CTRU~TURAL ¢ D~WING TAMPED POROUS PILL 5[TE O~. FOR D~AINA~E ~INPO~OEO CONS. POUNOAT[ON ~ALL PROJECT o~u~.o~ SHEET HALL SEOTION D WINGNO. ¢¥P. ~. PIf~,.:~ R~515TANT ~PB 'X' (~P.) (2) LAYE~ ~/~" -- ~L'+~'-OI' 0 ELEVATO~ PLAN [ 5ILL SUPPORT LAC BOL~O X SILL SUPPOrt LAC BOL~O TO 5~UC~ ~ LI~T 6~6E METAL 5~OB (SEE ~LL ~PBS) DH~5.) ~~,~IL e ELEVATO~ SILL ~OETAIL e ELEVATO~ SILL 5HO~B TigHT (~P) k ) ~ OUMD~AITE~LAN Ty~ ELEVATO~ FLEETHOOD 21 MODEL SEC, DiD_ _F. LO0~ ~ ASSEPiBL¥ ('PCP.) -- /2" THRU BOLT ('Pf'P.) EHI~'~ ~ T,,~ ~L~O?, I ARCHITECTS, P.C. I L PI~OVII2E 50LI~ I 431 CONKLIN STREET BLOCK,~e BeH~N~ ALL LAD~B~ 5U~'~'O~T5 I FARMINGDALE, NEW YORK 11735 --2 I/2" X Y/e," TEL~83 FAX.'(516)420-0195 ASSEHBLY (TY'PJ 9/4" ~IA. L.AE~Ef~ (eBB POll ~ LINE IN~IC, AT~ ~LJI'~BF, IAITE~ C, Af~ --' ~ ~=LOOf~PLAN) /' ~ ~ --'~- BAR BP. AOKET .. HEL~ TO L^D~E~, ~VI-F,F~T~'q~J ~f.~L~l/2" ~XP. BOLT (~P~ ~ ~T~¢TURAL P~¢S.) ¢ D~WlN6 ~ s~*:~* ~ ~ ~ ~ ~A~. ~¢TIO~ ~ ~TAIL~ ~ OV~ ~UHP PIT ~ ~TTOM OF PIT DATE ~/I~/O~ D~WN BY AAD ~ ' ' . , - . . t EL. +12-0 % ~ ~ I I/2" = l~¢' F~ ~AT~ PIt SCALE ~ NOTED CHECKED BY ~ % , -- ~ ~ H~HI~ ~H ;~ . , / ''PROJECT o~ao SHEET leOF ~ 5UHP PIT, -- ' ' / NO~5. ' ~ 24"x24"x=4" ~ (SEE J~ ~ = = I. ~RI~ ALL E~O~O ~LD5 D~WlNG NO. I , ELEVATOR SECTION ~ I ,m m mm LB LI~ LO~ ~ITHOUT AN~ CANT DTRIP f'4OOIFIE~ BITUMEN 42" HIgH METAL RAILIN~ MODIFIED BITUMEN ROOF SYSTEM (TYP) ~EATED HOOD BLOCKIN® (T'rP.) R-I~ BATT INSULATION BARRIER ON INTERIOR FAOE 6" SALV. J8 ~A. METAL STUD5 @ 16" 0.5 (WP.) ~ULTI-PU~POSE ~OOM R-Iq BA~ INSULATION H/ VAPOR BARRIER ON INTERIOR FACE -- 6" sALV. I~ ~A. METAL STUD5 ~ 16" 0.5. (Th'P) -- F~EATEO HOOP BLOOKIN¢ DATA CENTE~ THIRD FLOOR PATIO BL, +~4'-~" SECOND FLOOR FIRST FLOOR EL. +DuO'' 42" HIsH METAL RAILIN¢ SYSTEM ~ALV. METAL 6' SEMI-PRIVATE VINYL FENCE HITH VINYL LATTICE TOP SECTION TAPERED ROOF INSULATION (R-25 MIN, ¢ 60 PSI. MIN.) (~P.) DETAIL @ VINYL FENCE 7 95/18110ISSUED TO OWNER NFR 6 91/14/loISSUED TO OWNER NFR 5 ~1/23/09ISSUED TO OWNER NFR 4 10/30/08ISSUED TO ZBA NFR 3 07/01/08ISSUED TO ZBA NFR 2 05/19/o8ISSUED TO BUILD DEPT. NFR 1 05/o2/o8ISSUED TO OWNER NFR REV DATE DESCRIPTION BY ~ENEP-.AL STOP. AGE 5ALV, METAL DEC, KIN~ ~ 5E6OND FLOOR /431 CONKLIN STREET / IFARMINGDALE, NEW YORK 11735 / TEL~83 FAX~516)420-0195 · . -- FIRST FLOOR ~ ' PROJECT ~b EL. +O'-O" ~ ~ ~ = ~ ' ~ ' ;', 'c' .... ,' ' - ~, EL --o' ¢ MEET~G HOUSE ~ ~oe ~uc~ ~o~ ~o.~~ ~ ~ t , ~ ~E )F 5 ~ (SDE 5~UOTURAL ~ ~ I'l[ ' ~ ~C , (SEro 5T~GTU~L WING ~¢~ :o~ rETAILS) D~5. FO~ ~ETAIL¢) ~LL SECTION51 · TAMPED POROUS PILL TAWPED *o~ou~ ~,~ DETAIL ,' '. XEMB~ANE H/ P~OTEOTION = HALL CTION .E CHeCKeD Y HALL SECTION ' ,/=" = i'~"~ ,.~W~NG NO. - DRAWING HALL 51=CTION5 IDl='rAiL DATE ~/l~?O~ DRAWN BY SCALE AS NOTEO CHECKED BY NFR PROJECT om2~,.ol SHEET rT OF 2q DRAWING NO. I I / I I I I I I SMOKE TIGHT (TYP.) TigHT (T'CP.) !ILIN~ INOIOAT~O TTEO LINE '2" ¢' STEEL PIPE N~ ("~r'P, SEE ~ATE~ WALL ASSEMBLY WALL TO-& ~) SLAB LA~INS -- ~'-~ ~/4" (--r~=.) 1/2" 4~ STEEL PIPE I~.ILIN~ (T'gP., SEE ~q~. 8~O-D.I) (~. CONC~.ETE SLAB ,, STAI~ SECTION ~ I/2" = I'-~" PLAN o STA I~ PLAN k~/I/4" = i'-o" ~/I/4" = I'-O" I/4" PLATFORN I I I I I I I Q~)STAI~. OPP, ASSEMBLY (TYP) (P~.TO-&.D) EL. ~24'-0' -- SMOKE TIGHT LANDIN~ EL, +lT'-~, D/4" I I EL. +12.'-0" ~' SMOKE Tight (TT'p.) 'L' / -- -- "~1 I LANDINS EL. +5'-g D/4" [-Hf~. SPRAY-ON (---cf=.) OPP. I ~'ROT PLOOP~ ~ - SECTION iii" [re~d I" no*ing I1" br¢~d (rain) I/2 STEEL PIPE RAILIND TO B~ PP. IHED ~ PAINTED PLATFORM ! I I I I/~Ii DIA'qETER GONTINLJO[~5 STEEL PII~ ~IJBBER 5APE~f' METAL PAN OTAIP. OON57RL~TION ~ ~/4" - I'~" ~STAI~ PLAN ~AI L IN,~~,,. ,,-o,, DETAIL 5TPJJC31JEAL STEEL CHANNEL (DEE 5TRJGT. DNC-S) SECTION @ PLATFORM 514" = I'-O" ~OSED ~E BEAD (~fj ~ (SEE FINrSH 5OHBDUL~ ~SOFFIT DETAIL ~ I I/2" ~ I'~" __ THIRO~LOOR EL. STAI~.5 kq/(2) LAYE~.S 5IH. OPP. TIGHT ECT8, P.O. I IN STREET _ I LE, NEW YORK 11735 J · PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGI.TE, NI~W YORI~ 11935 DRAWING STAIl~, PLANS, SECTIONS, A~ DETAILS DATE ~/Iq/O,5 DRAWN BY SCALE A5 NOTED CHECKED BY PROJECT o~.o~ SHEET ~ OF D~WING NO. I I/2" O.D. STEEL TUBE RAILS 5/8" E::)lA. STEEL BA~- PI C,'F--.ETS I~ETAILS ~ STEEL AN®LE ~/FLOO~ CLIP BOLTED TO CONCrete BLAB STEEL ST~.IN~ER -- [ELEVATION I/2" O.D. STEEL TUBE RAILS A STEEL 5/~'" DIA. STEEL BAt~. PICF-.ETS STEEL SECTION A FOP-.f,-I'EE) TP-,EA~ AND F~JSER. PANS OF STEEL SHEET (THIO'K-,NESS AS f~-.=QUIR. E~) /NITH FAC, TOR'" APPLIEE) SLIP AN~ P4EA~ RESISTANT COATIN~ STAIR FLIGHT 5TP-,INSER -- BLEAOBIN~, OIL ¢ (TT'PIC, AL) Q~AIL TEt~,IvflNATION @ BOTTOM OF 5TAIP. (~)TYPIC, AL CONSTR, UC, TION ~ C, ONNEOTION r; PIC, AL TREAD DETAIL I"-- I'-0" ~.-~ i,,- u_~,, I0'-0" ~,'-0" LANDIN5 IO T @ 12" EAd, H IO'-O" IO T · 12" EABH I-~" Pla PIP~ HANDRAIL INOANDESC, ENT LO,~ %0.5P~D FLOO~. 5LAD @ ELEV.+24'-O" THl~ FLOOR PATIO EL~2'-¢~ THIP42 FLOOR ~L, +~,-o~- (T"'PI CAL) T.O. 2ND FLOOP, 5LAB ,-I~ , ~ @ ELEV. il = 51DEhIALK HAUNCH ii I ~IT~ I~TAININ® /~ALL (~)EXTE~IOR. 5TAI~ 5EC.,TION a, ELEV.-4'-O" "41'"4, ~ ~/¢'" = P-C" 5ELO~ ®P-,ADE) SEALANT (TriP,) I r/2" ,~ PiPE RAIL XOp iF RAIL MOUNTED B4" AFF CAST IRON INTERMEDIATE F4HITE CEDAR EXTERIOR ~-.AILING EZ:)ETA [ L 6 ~HITE 6EDAR SHINGLE5 IRON INTERMEDIATE ELJPPORT BRAC, KET StJLTtJRED 5TONE HANDRAIl MOHNTIN¢ BLOCK (~)EXTEt~O I P-. R, AILIN® E::)ETA I L ~ lB1] ~il II I, 4'-o" (MiNJ DATA CENTER 5ECONO FLOOR ~L~,_O~- -- ROOF SYSTEM ('T'fP.) ~EOKIN~ (T~'p.) ~/& =1~ FIRST FLOOR EL~O'-0r ~ -_- EHr~-~ GiACALON E---~II~ I ARCHITECTS, PC;. I 431 CONKLIN STREET~ FARMINGDALE, NEW YORK 11735 I TEL~83 FAX:(516)420-0195 THESE PLANS ARE AN l (' ' INSTRUMENT OF SERVICE/I 1--' ~ l'-r AND ARE THE PROPERTY /I I-~SS I~-u. ~UI OF THE ARCHITECT /I I~;o I~1 $~1 INfRINGeMEnTS Willbe Iii ,~.~ I PROSECUTED )~. , · PROJECT SA.~fTOR_rN! MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING EXTERIOR STAIR PLANS, ~TlOl~, ~ I~?AIL~ DATE B/i,wo~, DRAWN BY Bas SCALE AS NOTEm CHECKED BY NFR PROJECT o~m&ol SHEET I~ OF 2~ ~ DRAWING NO. ADDLE 5PACE AT LAVATORY SPACE AT LAVATORY file FLOOR TILE BJLLNOSE (TYP) CERAMIC TILE COVE BASE ('PCP) BULLNOSE ('PCp) CERAMIC TILE COVE BASE (~¢P) BULLNODE CERAMIC TILE cove BASE ., L-2 ~ TILE BJLLNOSE (TYP) COVE BASE (TYP) PLAN ONS (i~ELEVATION I/4-" = I'-0" (i,_~')ELEVATI ON 114" = I'-0" (i~ELEVATION 114" = I'-0" (i~ELEVATI ON I/4'" = 1'-0" DO"x4B" CLEAR FLOOR SPACE AT E.N.C. CENTERED ON LONER UNIT 2'-I1" 2'-I1" 3'-ii" 15-1 6ERAHIC TILE ~O"x4,~" CLEAR FLOOR SPACF (~,~2)TOILET PLAN _~_C~Z3NI2 PLOO~ ELEVATIONS 2LEAR FLOOR T MATER CLOSET TILE FLOOR CLEAR FLOOR BPAGE AT SPACE AT HATER 6LOSET CEP-APfl6 TILE FLOOR DOIIx~]I CLEAR URINAL BULLNOSE CERAHIC TILE. CO~ B,~E ('rfP) BJLLNOSE (TYP) CERAMI6 TILE -- COVE BABE (7YP) (~P) ~ELEVATION ~LLNOSE CEPAMIC TILE COVE BABE (T"P) (2~ELEVATION ~ELEVATION (~ELEVATION PLAN ,$ ELEVATION& m lXTUi~E LE®ENi~ ITEM BULLN0SE COVE BASF (TfF) (2~ELEVATION TOILET PARTITION CEPAMJC TILE BULLNOSE (TYp) COVE BASE (TYP) ~ELEVATION (2..~)ELEVATION I/4'" ~ EPAMIC TILE COVE BASE (TYP) ~ELEVATI ON,/4,,: ,,-o,, (2~,~l~H)EL EVAT I ~4'.N, __ ,'-o" TILE BULLNOSE (TYp) -- CERAMIC TILE COVE t~ASE (TYF) BULLNOSE (TYP) CERAMIC TILE COVE BASE ('PfP) ~ELEVATION CEPAHIC TILE -- BULLNO~E (~(P) CERAMIC, TILE COVE BASE (PCP) ~ELEVATION I/4" = I'-O" BULLNOSE (TYP) CERAMIC TILE COVE BASS ~ELEVATION ~ ~b~T~lC ~ATER COOLE~. PLAN 4" MOUNTING FRAME NIDTH Il" CLEAPANCE ( )SEOTIONH.C. SIN . i.-0,, HATERCOOLE SEOT.,.Ig I "1-0 · 7 05/18/10ISSUEDTO OWNER NFR 6 01114110ISSUED TO OWNER NFR 5 D1/23/09ISSUED TO OWNER NFR 4 10/30/08ISSUED TO ZBA NFR 3 ~]7/01/08 ISSUED TO ZBA NFR 2 ~5/~9/08ISSUED TO BUILD DEPT· NFR 1 D5/02/08ISSUED TO OWNER NFR REV DATE DESCRIPTION BY rEHASZ GIACALONE /ARCHITECTS, P.C. / 1431 CONKLIN STREET I IFARMINGDALE, NEW YORK 11735 I TEL~83 FAX:(516)420-0195 · PROJECT SANTORINI MEETiNG HOUSE 3800 DUCK POND CUTCHOGLr~, N~,W YORI( 11935 r DRAWING ENLARE~EO TOILET PLAN, ELEVATION5 ~ DETAIL5 DATE ~/1~10~ SICALE AB NOTEO PROJECT o~uc.Ol DRAWN BY 5~5 CHECKED BY NFR SHEET~.oOF ~.,~ DRAWING NO. HO00 OVER,. I OVEN ('~) owD~ - / I/4 =1-~ ~IALL CAB,INET¢ ~ (2) ADJ. SHELVES I~/PL LAM. SINK ~ilTH SOLID HOOD B,ADE CAB,INET ~ (I) ADJ. SHELF ,.N/ PL, LAM. d, ABINET ~ (I) A[DJ. SHELF H/ PL LAM. FINISH (iB~ELEVATION I/4" = P~" C,E KITC, HEN PLAN ~ ELEVATIONS I/4" = SINK /'11 TH ~ELEVATI ON I/4" = (2) ADJ SHELVES F~/PL, FINISH PLASTIG LAMINATE DINISH - P~OVI~E THO (2) 5HELVES SINK ~HE~E ONLY ONE (I) 15 FINISH ALL EXPOSED DP C-,AB, INET H/PLASTIC. LAMINATE 4" HII~E PULL (TYP) FINISHED FLO0~,- (SEE ~INISH ADJU~TAt~LE SHELYES H/ PLASTIO LAMINATE FINISH IN EAGH, EXCEPT ABOVE ~INK ~HB~E ONLY ONE (I) FINISH ALL OF OAB,Ibt~T H/ PLASTIO LAMINA'TIE STAINLESS STEEL SINK. (SEE PLUMB,IN¢ D~AH[NCS) 4" NI~ PULL (TYp) C,A~INET FINISH TO B,E FINISHED FLOOR -- (SEE FINIDH (~TYP. C, ADINET SECTIO~ AT UPPE~ ¢ LO~E~ CABINETS = I'-~" (~)Th"P. CABINET SECTION AT UPPE~ CABINET ~ITH 5INK I" = I"'~" ~A LID HOOD ~ALb GAB[NET~ ¢ (2) H/PL. LAM, DINISH ¢..AB,INET ~ (I) AB,J. SHELD H/ PL. LAM. B,ASE (Tr'''=') TILE (T"P) TILE TILE DULLNOSE BULLNOSE ('r-rP) ("mr'P) ELEVATION ELEVATION 4..-'~ E L E'v'A T 1.0.. _N,, ~.~ ,/4.,-~ ~ ~ ~r~ELEVATION ~ELEVATION ~ I/4" = I'-O" ~/ I/4" = I'-O" (~OATE C, ENTt::~, t<,ITCHENETTE/TOILET PLAN ~ ELEVATIONS C.,AtDi NET SECTION CABINET INITH I215HP4ABHEt~ I" = 01/23/09 10/30/08 07/01/08 05119/08 05/02/08 DATE ISSUED TO OWNER ISSUED TO OWNER NFR ISSUED TO OWNER NFR ISSUED TO ZBA NFR ISSUED TO ZBA NFR ISSUEDTO BUILD DEPT, NFR ISSUED TO OWNER DESCRIPTION ' PROJECT SANTORINI MEETING HOUSE 3800 DUCK PONI) ROAZ) CUTCHOGLTE, NEV¢ YO]~.I~Z 1 DRAWING ENLARiDED ~RVI(,E KIT(4,~N PLAN, ELEVATION5 1 I:~TAIL5 DATE ~/I~/O~ DRAWN BY 5e5 SCALE ~ ~o~o CHECKED BY NF~ PROJECT 0~[2~.01 SHEET 2IOf 2~ DRAWING NO. -- PROVIDE BATT IND~LATION AT ALL VOIDD FINIGHEO CEILING (BEE FINIBH GCNEO,) -- 2 I/2" BOUND ATTE~ATION BATTB ~ TYPE I BOTTOM RUNNER (TYP) BLAB -- PROVIDE BATT INSULATION AT ALL VOIDG LINE OF 5T~GT~RE ABOVE -- JOINT C, OMPOUND (TYP.) -- TOPRUNNER FiNIDNED CEILING (DEE FINIDH 5CNEOJ b" METAL 5TdP5 (I) LAYER 5/~" GYP BO ON EACH 51DE BOTTOM PJJNNER BABE (DEE FINISH 5CHED) -- BEALANT (Th'P,) -- TOP OF CONCRETE GLAD PROVIDE DATT INDJLATION AT ALL VOIDG LINE OF DT~TURE ABOVE -- JOINT COMPOUND (TYP) fOP ~NNER -- FINIGNEO CEILING (DEE PINIGH GCHED,) b" METAL DTUDG ¢ Ih" OC, (I) LAYER D/O" GYP. BE. ON NON-BATHROOM BIDE, (I) DOTTOM'P~JNNER BADE (DEE FINISH 5GHEE.) 5EALANT(TYPj TOP OF CONCRETE GLAD -- PROVIDE MINERAL NOOL AT ALL VOID5 LIN~ OF GT~C~RE ABOVE -- JOINT COMPOUND TOPP JJNNER FINIDNED CEILING (GEE FINISH B~HED,) -- 2 I/~" GOUND ATTENUATION BATT5 @ TYPE4 DE. ON BATHROOM GIBE N/MOIGTURE (TYP) ~,TYPI~,AL NON-t~,AT~I::2 ~,¥1ALALL PARTITION ATTENUATION ~PIOA~L NON-~ATED & INCH Dt~,YIAALL PAt~TITION </~_TYPIGAL NON-t~,ATED & INCH D~,'"AALL PAt~,TITION ~Y_P?AL I-H~ FI~D ~AT~D D~¥AALL PARTITION ~TYF~I~AL I-H~ FH~,I= ~ATB~2 D~¥HALL F~A~TITION NTb ~TUD5 - NO BOUND ATTENUATION U.L. @ U46B 5GALE: D"=I'-O" 0 O -- PROVIDE MINERAL HOOL AT ALL VQIDB LINE OF GT~JGTURE ABOVE JOINT COMPOUND (TYPj GMOKE TI®MT TOP~UNNER -- FINISHED GELLING (DEE FINISH 5CNEO) INBIDE 5HAFT -- PROVIDE MINERAL ~OOL AT ALL VOIPG GEALANT(TYP) FINISHED CEILING (GEE FINISH 5OHEDj [" ~YPSUM GORE BHAFTNALL LINER PANEL OUTGIDE BHAFT (I) LAYER E/~" GYP BD FIRE REGIGTANT ~PE ~ BOTTOM~NNER BADE (DEE FINIGH 5ONED.) GEALANT (TYP) -- TOP OF CONCRETE GLAD Nr GO,ND ATTENUATION BATT5 ~ (I) LAYER 5/D"TYPE "X" ~ 'J' TRACK BADE (GEE FINIGH -- FIRE-RATED GMOKE TIGHT GEALANT -- TOP OF CONCRETE GLAD ~TY~IOAL I H~. ~ATBD & INOH D~YHALL ~A~TITION - NOTE: EXTERIOR ~ALL ¢ 2nd FLOOR- USE (I) LAYER DENGGLA55 GOLD ON EXTERIOR FACE OF GTUD TYPICAL PROVIDE MINERAL ~OOb OF 5AVE RATING AT ALL VOIDB¢ TYPE BATT INDULATION AT AT, b ~ D~ -- LINE OF 5T~OT~RE ABOVE FIRE-RATED JOINT COMPOUND TOP RtJNNER 5/B" TYPE "X" GYP BE. UP TO -- FINIDHED 6EILINO ¢BEE FINIGN G~NED.) METAL 5TUB5 (I) LAYER 5/D" M,R, GYP. DP, ON BATHROOM 51DE TILE (DEE FINISH GCHEDULE) BADE (DEE FINISH 5CNED) SEALANT (TYP.; -- PROVIDE MINERAL NOOL AT ALL VOIDG -- JOINT COMPOUND (TYP) -- TOPRJNNER -- FINIGHED CEILING (GEE FINIGN GCHED) ~" R-Iq BATT INSULATION TYPE IQ LINE OF EXTERIOR ~ALL @ TYPE I0 NFR ISSUED TO BUILD DEPT. ISSUED TO OWNER DESCRIPTION 'EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ~TEL:(516)420-8383 FAX:(516)420-0195 BOTTOM P~INNER (THESE PLANS ARE AN ~ ( ' /INSTRUMENT OF SERVlCE/I TTM ¢ ~--~ BAGE (GEE DINIGH GCHEDj 1AND ARE THE PROPERTY/I I~: I~-~· ~1 /OF THE ARCHITECT /I I~;~ I;~1 ~1 GEALANT(TYP)IINFRINGEMENTS WILL BE II ~--J~.~& · ~,PROSECUTED )~ , TOP OF CONORETE 5LAB ONLY ~T¥,?I ~AL NON-t~,ATE~:2 :2f~¥~4ALL f=A~T[TION · PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGI~E, NEW YOR~ 11935 ' DRAWING IN/ALL DATE ~/l~/oB SCALE AB NOTED PROJECT om2B.ol DRAWN BY CHECKED BY SHEET ~OF DRAWING NO. ~00~ (SBE DOOR ~NEDUL~) I MAX, / ~'-0' 4'..0" P~2VlD~ VINYL 5H~T ~UNN~R ~lTh ~IP (~E ~INI~ ~N~PUL~ ~/4" fl~ ~TA~ANT ~A~ Q~'ARAC?.E DOOR ELEVATION '~,~i.~, I~" · I-~" LOBBY (~PARTIAL THIRD FLOOR PLAN (~(DPARTIAL FIRST FLOOR PLAN I/¢" = DATE DESCRIPTION I!EHASZ GIACALONE RCHITECT8, P.C. 1 CONKLIN STREET FARMINGDALE, NEW YORK 11735 EL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN ~ INSTRUiMENT OF SERVICE|/p AND ARE THE PROPERTY //l~E~; 1~3E]EJ Of THE ARCHITECT //1~ lair ~."1 INFRINGEMENTS Will BE/I I ,~--I PROSECUTED · PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGLFE, NEW YORI( 11935 DRAWING ENTRY ~1~ DETAILS, MISC. DETAILS DATE SCALE AS NOTEP PROJECT DRAWN BY 5c-5 CHECKED BY NFR SHEET 2~ OF 2q DRAWING NO. ELEO. ROOM OFFICE 5TAI ~ TOILET / ( SEOONO FLO0t . PLAN PIF~.E PROOFIN¢ I/~" ~ I~-O" / '%. 7 6 01114110ISSUED TO OWNER NFR 5 Ol/23/o9ISSUED TO OWNER NFR 4 io/3o/o8ISSUED TO ZBA NFR 3 07/01/08ISSUED TO ZBA NFR 2 05/19/08ISSUED TO BUILD DEPT. NFR 1 05/02/0eISSUED TO OWNER NFR REV DATE DESCRIPTION BY I4A3EHASZ GIACALONE ROHITECT8, P.C. 1 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL.'(516~20-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN INSTRUMENT OF SERVICE//~ AND ARE THE PROPERTY//1_~ i;.~. ~il OF THE ARCHITECT III;~; lU;I ~D[31 ~NRFg~j~EEDNTS WILL BEJL"-'""'-" '", · PROJECT SANTORINI MEETIlXlG HOUSE 3800 DUCK POND ROAD CUTCHOGLFE, NEW YORK 11935 · DRAWING FIE I::~:::~(;FIl~ LO~,ATION I:~LAN5 DATE SCALE A5 NOTED PROJECT o~,.OI DRAWN BY 5e5 CHECKED BY NFR iHEET a4OF 2~ FIRST F~OO~ limb I S'-O" T-O" I $/4" FO A HM PT 2 IS EXTERIOR SEOON~ FLO0~ THI~ FLOOR WALL CONSTRUCTION SEALANT (T~P. EA, SIDE) STUDS ~ ALL dA~$ ALL JAMBS NTL. POO~ FRAME (SEE ~oo~ SCHEDULE) (~HEAD/JAMB DE:TAIL FGhHE~AD/JAMB DE:TAIL I I/2" = 1'-(2" ~ I I/2" = I'-O" ~ ,rr.X"i'~lOt~. I, qALL ~LAZIN~ '1' P4ALL CONSTf2-UCTION N~// I/4" = I'-O" , SEALANT (T~P. EA. SIDE) (SEE DOOR ~CHEDULE) DOOR LEAF NO. OF LEAVES NARDHARE SET (BEE SPECIFIOATIONB) N LEAF NIDTH SC 5ELF OLOSIN~ H LEAF HEI¢HT T LEAF THIOKNE55 FRAME TYPE FRAME TYPE (SEE DNa. 2/A8-[) HAT FRAME MATERrAL: ND HOOD HM HOLLON METAL FIN FRAME FINISH. ST STAINED PT PAINTED HARDHARE / KEYING REQUIREMENTS · COORDINATE HARDNARE/KE¥1N~ REQUIREMENTS NITN BUILOINS ONNER * FOR HARDNA~E SET 5PEOIFIOATIONS - REFER TO SPEC BOOK TO MATCH FRAME /~IOTH (~)MAf~E~LE SAI~DLE ~ETAIL F--- i,--~ (SEE FINISH 5CHE~'ULE) CONCRETE SLAB ~A~PE~T DETAIL (~)ALUM. EXPANSION BOLTS ~ ILO'' CC FINISHED FLOOR SADDLE DETAIL (~,~,)HEAD/JAMB I I/,2," = ILO" DETAIL ~ t=x-rl~lol~ I, qAI_L (SEE FINISH (~)'¢INYL ~EDUC.,E~ STd..If= DETAIL FP..AlvftE TYPES 114" = I'-O" 01/14/10 ISSUED TO OWNER 01/23/09 ISSUED TO OWNER 10130108 07/01108! ISSUED TO ZBA ISSUED TO ZBA ISSUED TO BUILD ISSUED TO OWNER DESCRIPTION E 11735 )420-0195 NFR NFR NFR NFR NFR NFR THESE PIJ~NS ARE AN INSTRUMENT OF SERVICE AND ARE: THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED · PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YORI42 11935 DRAWING 1:2001~ ~ FINISH 5¢.,HEDULE5 ~ DETAIL5 DATE ~/iwo~ DRAWN BY AAD SCALE AB NOTED CHECKED BY NFR PROJECT O'N2B.OI SHEET aBOF 2,~ DRAWING NO. O ~FIRST FLOOR REFLEC, TEE; CE ILIN¢ PLAN AT 71~AININ~ OENTEF~ [/~" ~ I'~" F / / / / .OCR REFLEC, TEE; CEILIN~ PLAN ., / LId~HTIN~ SEE bI ATTIO TOILET TOILET FLOOR REFLEC, TED C, E ILIN~ PLAN NOTE7 ~ALE i'40UNTED STEP LIGHTS EVERY THI~,O STEP. (SEE ELEVATION [/T~,-~-~.) K LICHTI N~ PLAN SUSPENOE~, SEMI-IN[~I~ECT POST TOP LUMINAJF~ (2) /FIXT~ I4A3EHASZ GIACALONE RCHITECT8, P.C. 1 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN ] f l INSTRUMENT OFSERVICEII~--, ~, ~-~I AND ARE THE PROPERTY IIImmU imum ~mII OF THE ARCHITECT //1~ I~ ~'1/ INFRINGEMENTS WILL BE /I ~----,1~.~.~. ~.| PROSECUTED )~, ~ 'PROJECT SANTORINI MEETING I-IOUSE 3800 DUCK POND ROAi) CUTCFIOGI-J~, NEW YORI~ 11935 DRAWl NG I~,EI=LFC, TEO GEILIN~ PLAN5 DATE D/Iq/0b SCALE AS NOTED PROJECT o~m~ Ol DRAWN BY 5c~ CHECKED BY Nm SHEET 2eOF 2~ DRAWING NO. DEE FINISH FINISH IcoNc I 5ER FINISH NOTE NO. & FCPT- I IN PLASTIC LAMINATE PL-I OFFICE IcPf:~ ~OON OPT-H JVOT;%l FLOOR FINISH PLAN I/~," = P.-~" --KENORIAN SAGE, DIAMOND I00 FINISH. TYP. OF ALL AREAD SHONN NOT SHADED. '" TY'PICAL LODD'r' FLOOF¢-,, LA"dOUT ~ 1/4" -- I'-0" N CPT- !CPT-I IcPf-a~ IEPT-$ I ~CPT-¢, I CPT4J ,CPT-~I 'CONiCq VCT- IVCT-q CT- CT-~ F N DH L E ® E N D CARPET SHAH HOSPITALITY, COUNTRY CROSSINGS, CiTY BLOCK COLLECTION COLOR: NO, OID'~O, LAMP POST, SHAH CONTRACT CARPET, SCEPCOR II, 42. BO52f, COLOR: NO. 4D54E, KHAKI SHAH CONTRACT CARPET, UTOPIAN, 52 ~0~1~, COLOR. NO. 4D~4E KHAKI SHAH CONTRACT CARPET, CARPET TILE, 5qD42, CONNECT EH 24, COLOR: NO. 40~15, EXOTIC EEASALT SHAH CONTP~kOT CARPET, UTOPIAN, D2 50515, COLOR' NO. 4D220, 5OLD P4JN SHAM CONTRACT CARPET, UTOPIAN, D2 50515, COLOR: NO. 4DDOq, ELEPHANT CONCRETE VINYL COMPOSITION TILE ARMSTRON~ STANDARD EXCELON, IMPERrAL TEXTURE, NO. 518~0 COTTAGE TAN CERAMIC TILE FLOOR TILE, AMERICAN OLEAN" ULTRATECH" OOLORBODY "PORCELAIN TILE, 12." X 12" FIELD TILE, HORMONIC BRONN, J022 UNPOLISHED HALL TILE TO 4'-0" AEF, AMERICAN OLEAN, "COSTA REI "PORCELAIN MOSIAC TILE, 2" X2", BABBIA DORATO, CR~I FLOOR TILE, AMERrOAN OLEAN "ULTRATECH" COLORBODY PORCELAIN TILE, 12." X 12", FIELD TILE, DEICE JO21 UNPOLISHED MLD- MOULDINg5 IMLD-I CROHN MOULDIND, DYKES LUMBER CO,, NO, I&CC, Il/lC" x 5 l/4", PAINT DAME COLOR AD THE HALL (5EMI-GL055) 1"4LB-21 BASE MOULDINg, DYKES LUMBER CO,, NO, 2q2, II/ID" X 4 B/8", PAINT SAME COLOR AS THE ~LL (5EMI-GL055) ,HLD-DJ ¢ACIN~ HOULDIND, DYKE5 LUNBE~ GO, NO ~4, Il/lC" X 2 J/2", PAINT DAME COLOR A5 THE HALL (5EHI-DLOD5) IMLP-4I CHAIR RAIL, DYKE5 LUMBER 60, NO. 284, Il/16" X 2 D/4", PAINT DAME OOLO~ A5 THE HALL (5EMI-5L055) 58" ABOVE FIN. FLOOR HLO-5] NOCIND, DYKED LUMBE~ DO., NO. 154, I l/8" X I ~/4", PAINT IvB-JZI IvB-2 q PT-~ ST- PL- ACT- IXCT-I , VINYL BASE HALL BASE, ROPPE NO, Pl4q, CANVAS HALL BASE, ROPPE NO PII5, PISTACHIO PAINT BENJAMfN MOORE, NO OC-I~, HHITE DOVE, EC~55HELL FINISH ( DOOR5 FINISH SEMI-®LO55 ) BENJAMIN MOORE, NO. 2020-~0, YELLON F~EEZE, E~CHELL FINISH BENJAHIN HOORE, NO, 2161-40, ACORN YELLOW, E~SHELL FINIDH STAIN ~ URETHANE STAIN ~ URETHANE, HIN~AX HOOD ~INIBH OIL BASED ~OD STAIN PLASTIC LAHINATE DROPPED OEILIND 5YBTEH, ARHBT~ONB, HETAPHOR F IN S H NO ES HOOD ,4ALL DACE (HE-l) @ ALL ROOM5 SHALL BE PAINTED THE DAME COLOR AS HALLSr SEMI-BLOB5 FINISH. SHEETROCK CEILIND TO BE PAINTED (PT-2) HHITE DOVE EGGSHELL FINISH. .HALLS IN THE MULTI-PURPOSE ~OON ARE TO BE PAINTED PAINT (PT-2) NHITE DOVE HALL AND OEILIN~ ABOVE GHAI~ NO 4 HULTI-PU~POCE ROOH TO HAVE ~OP BASE (HLP-2), ¢HAI~ RAIL (HLP-4) 5ET AT D4" AFF AND G~ONN HOOLDIN~ (HLD-D CHAIR RAIL 15 TO BE TERHINATED AT EITHER 51DE LEVER HA~NARE IN POLISHED B~A55 FINISH, EXCEPTION- DOOR NO I01, MAIN ENVY DOOR, 15 TO 5EMI-CLOD5. (INCOE AND HEETIN~ ~OON: PAINT THIS HALL A5 INDICATED ON PLAN. NO,~ THIS PORTION OF EAST HALL 15 NOT TO HAVE OHAI~ RAIL[N5 HECA VERTE. PT-2 ~HITE DOVE, FLAT FINISH INDUSTRIAL LICHT FIX~5 ARE TO BE AFIXED TO THE 15 TO BE q'-O" A.F.F, O0-ORDINATE ~ITH HEIGHT OF OPENED ~A~E, ( FINISH DJAHONO I00 ) BY COLD 6RANIT. (5-2) FINISH F I T F O O R FINISHES OPT- = CARPET VCT- = REDILIENT TILE VCB- =RESILtENT BADE CT- = CERAMIC TILE PH- = PAINTED PCB- = PAINTED ®'CP. BB. ACT- = ACOUSTIC CDLIN¢ TILE PCO- = PAINTED CONCRETE PLANK (SPRAY O~ PCB- = PAINTED CONCRETE BLOCK 5TC- = STAINED CONCRETE VB = VINYL BASE NB- = ~OOD BASE EM = ENTRANCE MAT NOTES ALL FINISHES 5HALL HAVE A CLAD5 I OR CLAD5 A FIRE RATIN¢. 2 PROVIDE VINYL TRANDITION 5TRIP AT ALL LOCATION5 AHERE CARPETING AREAD MEET VGT, ®RANITE, CERAM4C TILE FLOOR PATTERN TO BE SELECTED BY ARCHITECT, 7 6 Ol/14/1oISSUED TO OWNER NFR 5 Ol/23/o9ISSUED TO OWNER NFR 4 1o/3o/o8ISSUED TO ZBA NFR 3 o7/ol/o8ISSUED TO ZBA NFR 2 o5/19/o8ISSUED TO BUILD DEPT. NFR 1 o5/o2/o8ISSUED TO OWNER NFR REV DATE DESCRIPTION BY HASZ GIAOALONE HITECTS, P.C. NKLIN STREET FARMINGDALE, NEW YORK 11735 ~THESE PLANS ARE AN ~ I" ' /INSTRUMENTOF SERVlCE//"[--~ ~¢.-"a ~ 1AND ARE THE PROPERTY lli..;u%u I;~ ~1 IOF THE ARCHITECT Il I~ I~1 ~1 /INFRINGEMENTS WILL BE /I .II~L~. · LPROSECUTED )~ , 'PROJECT ] SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTC~IOGUE, I~TI~W YOR~ 11935 · DRAWING FII CT FLO01 FINISH PLAN DATE ~/IWos DRAWN BY HL SCALEA5 NOTED PROJECT CHECKED BY NER SHEET2~ OF DRAWING NO. EKE FINISH NOTE NO. 15 ~ EEE ~IN. NOTE NO. 14 FOR ~ GEILINB IN THIS AREA OPT-5 I CPT-51 I -CJ NOTE NO. IOJI,L?. CPT-~] OPT-8 FINISH NOTE NO. 12 BET, ICPT-, ! NoTE NO.B / ! PORTION OF THE BACK hALL TO HAVE AN EXTRA (I) LAYER OF Bi~EAF--.-OUT [CPT'31 IoFT-3i BTAIR CPT-C B~.BAK-QUT J ,O./BTOR. A~B TOILET < DEE FINIBH NOTE NO, I~ ( SECOND FLOOR, FINISH PLAN I/~," = I'-O" LINE OF TOHER HALL VINYL HALLCOVERING, GAUZE ( SEC, TION THR,U STAIR, PLATFOR,M ANO TOHFR, I/2" = FINIDH NOTE NO ID FINISH LEGEND CPT- CARPET SHAH HOSPITALITY, CODNTRY CROESINDS, CITY BLOCK COLLECTION COLOR: NO OIDYO LAMP POET IcP'r-21 SHAH CONTRACT CARPET, SCEPYOR Ii, 42 DOS21, COLOR: NO. 43~4~, KHAKI CPT-B SHAH CONTP.~CT CARPET, UTOPIAN, B2. 505B, COLOR: NO, 4354D KHAKI I CPT-4i SHAH CONTRACT CARPET, CARPET TILE, 5q342, CONNECT E~ 24, COLOR= NO. 40315, EXOTIC 5EACALT LEFT-51 SHAH CONTRACT CARPET, UTOPIAN, 32 5O51D, COLOR: NO. 43220, COLD lOFT-81 SHAH CONTRACT CARPET, UTOPIAN, 32 ~051E, COLOR. NO. ELEPHANT VCT- rVCT-I VINYL COMPOSITION TILE POLIEHED FINISH ~CT-I ~ FLOOR TILE, AMERICAN OLEAN "ULTRATECH" COLORBODY "PORCELAIN ~OT-2 ~ ~LL TILE TO 4'-0' AFF, AMERICAN OLEAN," COSTA REI "PORCELAIN NO5IAC TILE, 2" X 2", 5ABBIA DORATO, 0~1 I~-~ FLOOR TILE, AHERICAN OLEAN "ULTRATECH" OOLORBOBY PORCELAIN TILE, ~" X ~", FIELD TILE, DEICE J021 ~NFOLIDHED MLD- MOULDIN®S MLD-]] CROHN MOULDING, DYKES LUMBER CO,, NO. 1850, il/18" x S I/4", PAINT DAME COLOR AS THE HALL (SEMI-CLODS) INLD-2 BASE MOULDIND, DYKED LUMBER co,, NO, 2~, II/1~" X 4 D/D", PAINT DAME ~OLO~ AD THE HALL ( iNLaiDI CAGING MOULDINg, DYKED LUMBE~ CO, NO ~4, II/lC" X 2 I/2", PAINT VD- VD-2 PT- BT- PL- ACT- RCF ~CF I HALL BADE, 1~2PRE NO PI4q, CANVAS HALL BASE, ROpPE NO. PIf3, PISTACHIO PAINT BENJAMIN MOORE, NO OC-I~, NHITE DOVE, UP.HELL FINIDH PLASTIC LAMINATE F N S H NOTES NO.I HOOO HALL BAKE (HR-I) ¢ ALL ROOMS SHALL BE PAINTED THE SAME COLOR AS HALLS, SEMI-GLOSS FINISH. NO2 SHEETROCK CEILINB TO BE PAINTED (PT-2) I~HITE DOVE EG®DHELL FINISH NO,D HALLE IN THE MULTI-PURPOSE ROOM ARE TO BE PAINTED T~O COLORB, (PT-I) 5A¢ HARBO~ ~RAY BELO~ CHAI~ RAIL E~CHELL FINISH. CHAIR RAIL AND BACK ARE TO DE PAINTED (PT-I) DEMI-CLODS FINISH. PAINT (PT-2) ~HITE DOVE ~LL AND CEILIN~ ABOVE CHA[~ ~IL. GRO~N MOULDING TO BE PAINTED (PT-2) 5EHI-DLOS5, NO.4 ~LTI-PU~POCE ROOH TO HAVE MOOD BACK (HLD-2), CHAIR ~IL (HLD-4) 5ET AT D4" AFF AND OROHN HOdLD[N5 (HLD-I) OHAI~ ~iL J5 TO BE TE~HINATED AT EITHE~ 51DE OF CURVED ~ALL (OUTSIDE PE~JMET/R OF 5TAIR5). NO D ALL PO0~5 ARE TO NAVE CASIN~ HOULDIN~ (NLD-~) DACE, ( FINIDH DIAMOND JO0 ) BY COLD 5P~IN~ ~RANIT, - HAND ~AILJN~- 50LID MAHO~ONY NITH HIgH LUSTER SECOND FLOOR '4ARK f~OOM NAME FLOOR BASE CEILIN~ CEILIN~ MALL5 HEIGHT NORTH SOUTH EAST 201 LOBBY G-J,2 MLP-2 ACT VARIES PT-I PT-I PT-I PT-I 3ER DETAILED FLOOR PLAN FOR ~RANITE LAYOUT 5ER FiN NOTES 1,2- MLO-2 202 MULTI-PURPOSE ROOM C~-I~ HLO-2 AOT-I, F~B 8Lgr',q'-IO" ~-1,2 PT-I~ PT-I~ PT-I,2 5ER FINISH PLAN FOR CA'PET 20D SERVICE KITCHEN CT-I CT-D ACT 8'-0" ~-D PT-D PT"D PT-D 204 ~AL 5TO~DE VGT-I VB-I ACT ~'-0" PT-2 ~-2 ~-2 PT-2 20~ OOR~IDO~ VOT-I VD-I AOT DuO" PT-D PT-D PT-D PT-D 5ER NO~ NO.I 20& ~ETIN~ ROOM OPT-I,D~ VD-2 AOT-P~D DuO",q'-D" ~G-I PT-I PT-I PT-r 5ER NO~ NO.I, Fo~ NIR~ DEE FIN. PLAN KEY FIN!SHE5 CPT- -' CARPET VCT-: REBILIENT TILE VCB- = REDILIENT BASE CT- : CERAMIC TILE = PAINTED HOOD PCB- : PAINTED GYP. ACT- = ACOUDTIC CEfLIN® TILE PAINTED CONCRETE PLANK (EPRAY ON) NOTED_ ALL FINISHES 5HALL HAVE A CLASS I OR CLAS5 A FIRE RATIN~. 2. PROVIDE VINYL TRANEITION STRIP AT ALL LOCATION5 HHERE CARPET[kD AREAD MEET VCT, BRANITE, CERAMIC TILE FLOOR PATTERN TO BE 5ELECTED BY ARCHITECT. C. RK 11735 (516)420-0195 THESE PLANS ARE AN 1 ~ INSTRUMENT OF SERVlCE/I !--~ ~ AND ARE THE PROPERTY /I I.U~u~ ID.uu- ~-Ul OF THE ARCHITECT /I I~ I~I J~H~I INFRINGEMENTS WILL BE /I I ~U~ PROSECUTED )L.... 'PROJECT S_/ 4 OI l fI MEETING HOUSE 3800 DUCK POND ROAD CUTCI-IOGUE, NIEW YORK 11935 · DRAWING 5ECONI2 FLOOR, I INICH PLAN DATE SCALENE NOTE~) PROJECT DRAWN BY ML CHECKED BY NFR SH EET2~ OF DRAWING NO. THI Z? FLOOR CPT-D STORAGE 75¢] yCT-I E FINISH NOTE NO ADD DOMNLIGHTS, SEE NOTE NO lB CEILING, SEE NOTE NO ICl, 21 FINISH PLAN I/$" = CPT- OPT-I CPT-2 lOFT-4 F N SH LEGEND CARPET DNAA HOSPITALI'Pr', COUNTRY CROSSINGS, Cfi'" BLOOK COLLECTION COLOR. NO. 01570, LAMP POST. SHAH CONTRACT CARPET, SCEPYOR II, 42` 5052.1, COLOR. NO 45545, KHAKI SHAM CONTRACT CARPET, UTOPIAN, 52, 50515, COLOR. NO 45545 KHAKI BHA~ CONTRACT CARPET, CARPET TILE, 5q542, CONNECT EM 24, COLOR. NO. 40515, EXOTIC SEASALT SHA~ CONTRACT CARPET, UTOPIAN, 52, 5051B, COLOR. NO 4%220, GOLD P4JN SHAM CONTRACT CARPET, UTOPIAN, 52. 50515, COLOR: NO 4DSOCl, ELEPHANT VCT- VINYL COMPOSITION TILE ivCT-I I ARMSTRONG STANDARD EXCELON, IMPERIAL TEXTDRE, NO. 51850 COTTAGE TAN CT- !CT-D G~ANITE COLD SPI~ING GI~ANITE COMPANY, I/4" THICK COLOR. PIONEER RED POLISHED FINISH COLD SPRING GRANITE COMPANY, I/4" THICK COLOR: KENORIAN SAGE FINISH, DIAMOND I00 CERAMI6 TILE FLOOR TILE, AMERICAN OLEAN "ULTRATEOH" COLORBODY "PORCELAIN TILE, L2" X L?." FIELD TILE, HDR~ONIC BROMN, J022 UNPOLISHED ~ALL TILE TO 4'-0" AFF, AMERI6AN OLEAN, " 605TA REI " PORCELAIN MOSIA6 TILE, 2`" X FLOOR TILE, AME'=-.ICAN OLEAN "ULTRATECH" 60LORBOD¥ POROELAIN TILE, [2" X [2", FIELD TILE, BEIGE JO21 UNPOLISHED SAME COLOR AS THE MALL (5EHI-GL05S) SAME OOLOR A5 THE HALL (5EHI-~L055) 5AHE 60LO~ A5 THE ~ALL (5EHI-GL055) VD- VINYL BASE iVB-I ~ AALL BASE, ROPPE NO. PI4Cl, CANVAS IYB-2' I ~,LL BASE, ROPPE NO. FLIP, PISTACHIO PT- PAINT IPT-~ J BENJAMIN MOORE, NO. HO-CiE, 5AG HAR~R ¢~Y, [e~SHELL FINISH IPT'2 I DENJAMIN MOO~E, NO. 06-1~, HHITE DOVE, EGGSHELL FINISH 'PT-~ i BENJAHIN HOORE, NO. 2020-30, YELLOH FREEZE, E~HELL FINISH ST- STAIN ~ URETHANE ]BT-I ' DTAIN ~ URETHANE, MINMAX HOOD FINIDH, OIL BASED MOOD STAIN, FL- PLASTIC LAHINATE PL-I I MILSONART PLASTIC LAMINATE, NO. 4575-O'f, MEDA VERTE (BATHROOM COUNTERS) AOT- ACOUSTICAL CEILING TILE iAOT-I ~ DROPPED CEILING DYSTEH, AF~MDTRONG, METAPHOR CROMN COFFERED CEILING, 5ET IN "T" BAR 6EILING, 2`' X 2', COLOR HHITE RCF RAISED COMPDTER FLOOR RAISED COM~TER FLOOR, TEC-CRETE BY HAHORTN, COLOR, FINISH TO BE SELECTED BY ARCHITECT NO I NO.5 NO.4 NO.5 NO ~ NO.T NO.lO NO20 P N SH NOTES AOOD MALL BASE (AD-I) @ ALL ROOM5 5HALL BE PAINTED THE SAME COLOR AS HALLSr SEMI-GLOSS FINISH SHEETROCK CEILING TO BE PAINTED (PT-2') HHITE DOVE E~BHELL FINISH. HALL5 IN THE MULTI-~RPOSE ROOM ARE TO BE PAINTED THO COLOFLS. (PT-O SAG HARBOR GRAY BELOM CHAIR RAIL E~SHELL FINISH. CHAIR RAIL AND BASE ARE TO BE PAINTED (P-I) 5EMI-GLOD5 FINIDH. PAINT (PT-2) MHITE DOVE MALL AND CEILING ABOVE 6EAIR RAIL. CROMN MOULDING TO BE PAINTED (PT-2.) 5EMI-GL055. MULTI-F~RPOSE ROOM TO HAVE HOOD BASE CHAIR RAIL (MLD-4) 5ET AT 54" AFF AND CROMN MOULDING (MLD-I) CHAIR RAIL J5 TO SE TERMINATED AT EITHER 51DE OF CURVED MALL (OUTSIDE PERIMETER OF STAIRS). ALL DOOR5 ARE TO HAVE CASING MOULDING (HLD-D) KITCHEN CABINET5 ARE TO BE KEMPE¢-, KrN®DTON ( 5QUARE FULL OVERLAY DOOR STYLE ) IN A LIGHT CHERRY FINISH. SEE ELEVATIONS FOR CONFICC)RATIONS. COUNTER TOPS TO BE CAMBRIA, STAFFORD BROHN. DOORS. A- PATIO DOORS- 2'02,B,C,D,E AND F BY ANDERSON B- MAIN ENTRY DOOR- IOIA BY ANDERSON C- ALL OTHER EXTERIOR ENTRY DOORS- STEEL ENTRANCE DOORS, CONTOURS BY JELD-MEN. 5IX (~) PANELS, BEADED 5TICKIN~ PROFILE. FOR PAINT D- INTERIOP* DOORS- MOULDED PASSAGE DOORS BY JELD-MEN. BOSTONIAN, TEXTURED 50RFACE, MODIFIED COVE AND BEAD STICKING PROFILE ( 50LID CORE 50UNO REDUCTION, 80 MIN. FIRE RATED. E- GARAGE DOORS- ROCK CREEK, SIMt~LATED SMIN~-OUT OVERLAY CARRIAGE HOUSEr HHITE GARAGE DOOR BY RAYNOR. FOR Cl'-O" H X ~'-O"E OPENINg. I CAR MITH "X" BUCK5 AND HINDOM5 5-OVERr D PANE, ARCHED. FLEUR'DE-LI5 5TRAP5 AND HANDLES, BLACK FINISH. 5CONCE, '/5 H., NO. H2. SB2,, POLISHED BRASD, 15 5/B" X ~"H. MOUNT &'-6" HIGH '~ GRANIT. T H I R D F L 0 0 P-. ~EILIN¢ ~ALLS MARK. ROOM NA~E FLOOR BAGB (~EILIN~ P,E',,fAR. K5 HEIGHT NORTH 50UTH BAST ~Z:ST 501 LOBBY G-I,2 HLD-2 ACT VARIES PT-I PT-I PT-I PT-I 502 CORRIDOR OPT-5 MLD-2 ACT O'-O" PT~5 PT~5 PT-D PT-5 DOB 5TO~.A®E VCT-I VB-I ACT Duo" PT-2 PT-2 F~T-2 PT-2 504 TOILET CT-I CTq ACT BUD" ST2/PT2 ;T2/PT: 9T2/PT'- ST2/PT] CT ON HALLS FLOOR TO 4LO" A.P.F 505 TOILET CT~I CT-I ACT ~,uO" ]T2/PT'~ ;T2/PT] 2T2/PT: :,T2/PTm CT ON MALLS FLOOR TO FINISHES CF;T- = CARPET VCT- = RESILIENT TILE VCB- = RESILIENT SASE PSO- = PAINTED 60NCRETE PLANK (sPRAY ON) PCS-= PAINTED CONCRETE SLOCK 5TO- = STAINED CONCRETE VB : VINYL BASE ~- = MOOD BASE = ENTRANCE MAT : PAINTED CONCRETE PT- = PAINT NOTE5 ALL FINISHES SHALL HAVE A CLASS I OR OLAD~ A DIRE RATING 2 PROVIDE VINYL TRANSITION 5TRIP AT ALL LOOATION5 HHERE 6ARPETING AREA5 MEET VCT, GRANITE, CERAHIC TILE D FLOOR PATTERN TO BE DELECTED BY ARCHITECT. 7 6 01/14/10 ISSUED TO OWNER NFR 5 ~01/23/09 ISSUED TO OWNER NFR 4 10/30/08 ISSUED TO ZBA NFR 3 07/01/0B ISSUED TO ZBA NFR 2 05/19/08 ISSUED TO BUILD DEPT. NFR 1 05/02/08 ISSUED TO OWNER NFR ~.REV DATE DESCRIPTION BY ,, HASZ GIACALONE HITECTS, P.C. / CONKLIN STREET I FARMINGDALE, NEW YORK 11735 / ITHESE PLANS ARE AN ~ INSTRUMENT OF SERVICE/Il'--" AND ARE THE PROPERTY//!,c..~ I,~C..~. OF THE ARCHITECT /I I~ I~1 W, L.E · · PROJECT SANTORINI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, NEW YORJ( 11935 DRAWING THII I:::) FLOOR, FINISH PLAN DATE D/i,~/o~, DRAWN BY HL SCALEA5 NOTED CHECKED BY NFR PROJECT o~12~.Ol SHEET2q OF DRA~NO. ~OO4.12) (AS PER TABLE 00412) / ONE HOUR RATED F,B, TYP, / I PERSON r ~ ~ 15 [C ~ ~ I I I ~ OCCUPANT LOAD: I SHADED/HATCHED ~ /~l~f / 15¢~E~ ccC.: e i ~ i i I~¢=1 ~ i I=~1 I u .... ~ ~ ~ ~ I I ~ oo~I,o~1~ 5MOKEEXIT ENOLODU~E ~BAR~iER /j ~O~l ~ / I I I i ~ ¢1"0" < I"~1 I - OCCUPANT LOAD. HOUR RATED F B 1 hOOF PECK 3&" REQtJIRED (NLM) I .l~J PROVIDED 240 CAPACITY [] ACTUAL PEOPLE FLATROOFEELOM I I I SHAPED/HATCHED HALL= ONE HOUR RATED F.B, T~P. EXIT, DOOR ~ PROVIDED 24O CAPACITY [] AC11JAL PEOPLE EXIT: STAIR ~6" REQUIRED (HINJ ~ PROVIDED 230 CAPACITY [~] ACTIJAL PEOPLE 4OUR VERTICAL SMOKE BARRIER ROOF cABINET (SAME ~ATINe =JZOUI~EMENT A5 ~ALL) (SEE SPECIFICATION5 FOP. EXACT MODEL) DETAIL @ F:li EEXTiN®UISHEP I I/2" = I'-O" T'FPIOAL ICE KI TC HEN~x~ (SAME RATINe REOI)IREHENT A5 MALL) (SEE SPECIFICATION5 FOR EXAOT MODEL) ECRESS PLAN ETAJL F'li .E EEXTIN UISH . ~ 5,"~2" = I'-0" ~ I II~. = I -0" @ 5EF~VIOE K]TC.,H~N :2. OB ~:XIT OOMPONF:NT DATA: (TABLE IOO5.1) EcREB5 COMPONENT EXIT~ COMPONENT_ HIDTH PROVIDED XX REQUIREID ~ PROVIDED XXX CAPACITY ACTUAL [~ ACTUAL PEOPLE CAPACITY I=XIT A~C,,I=55 I~YEL DISTANC.,,tE~ (TABLE 1015.1) : E~RESB NIDTH REQUI~ED (AS PER TABLE IOO~.1) OR HINIHUM ~IIDTH RD2UIRED (AS PER SECTION NOTED) L CAPACllh' - E®RESB COMPONENT ~IDTH PROVIDED / ECRES5 ~IIDTH PER OCCUPANT (AS PER TABLE JOOS.I) I[XXl--Xll < 2~OI--OII HAX.~i i~ ACTUAL ~ REGUIRED (NfAX.) LOAD OF E~RES5 I HOUR VEF',TICAL EXIT ENCLOSJJRE ~ SMOKE BARRIER I HOUR RATED F.B. EXIT LICHT 01/14/10 ISSUED TO OWNER NFR 01/23/09 07/01/08 05/02/08 DATE ISSUED TO OWNER ISSUED TO ZBA ISSUED TO ZBA ISSUED TO BUILD DEPT. ISSUED TO OWNER DESCRIPTION NFR NFR 'THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED · PROJECT SANTOR1NI MEETING HOUSE 3800 DUCK POND ROAD CUTCHOGUE, ]NVIEW YOl~X~ 11935 · DRAWING E~,I~,E~ PLAN5 DATE 5/1,~/oe, SCALE A5 NOTED PROJECT o112~.ol DRAWN BY AAO CHECKED BY ~ SHEET 2 OF 2~ DRAWING NO. 1'-0" FDN. WALL 2'-0" FTG. # PROJ. ~6 22"X22" SIEE 16'-8' 16'-9' t6'-0' O 12'-6' F70 [-Y~B"] 15'_0= [-2'-0'] 14'-2' [-2'-0"] F"IO / FIO0 ~ [-4'-0'1] C2 TOP OF SL,,B EL. (-1'-o% F50 [- 3'-4"] _~, 5" CONC. SLAB ON SLAB,'ON APPRO' BARRIER, OVER 6" WELL GI~,AVEL FILL. REINFORCE 6[X6 W2.0XW2.0 W.W.M. / BELOW TOP OF --.22"X22" SEE DWG. S5.0 GRADE ED VAPOR :QMPACTED sLAB wITH ~LA6ED 1" ~B [~-5'-0"' 2,x2rx2, F6oSUMr PiT '-O"FTG.PIT WALL [-5' PIT TOP (~4.'-o") F60 -0'] 1§'-6" (~ 10'-1' (~ 14'-2' FI RST NOTE: FLOOR & FOUNDATION PLAN 1. TOP OF SLAB EL. 0'-0" U.O.N. (DATUM EL. 22'-0"). 2. ALL FOOTINGS TO BEAR ON NATURAL UNDISTURBED 8-65/7-65 SOIL WITH MINIMUM SOIL BEARING CAPACITY OF 1 ,3/4 TONS PER SQUARE FOOT. (PER GEOTECH. REPORT BY SOIL MECHANICS DATED 5/6/08). [X'-X"] ON PLAN DENOTES BOTTOM OF FOOTING ELEVATION, FOOTING BOTFOMS MUST BE REVIEWED BY THE ENGINEER DESIGNATED BY THE OWNER PRIOR TO PLACEMENT OF CONCRETE. TOP SOIL AND UNSUITABLE MATERIALS BELOW SLAB ON REMOVED AS REQUIRED IN AREAS DETERMINED BY THE REPLACED WITH NEW CONTROLLED STRUCTURAL FILL TO SUPPORT THE NEW SLAB ON GRADE. GRADE ARE TO BE GEOTECH. ENGINEER AND ELEVATION REQUIRED TO FOUNDATION EXCAVATION AND SUBGRADE PREPARATION TO BE ACCORDANCE WITH PROCEDURES TO BE OUTLINED BY THE OWNER'S GEOTECHNICAL ENGINEER. WHERE FILL IS REQUIRED UNDER SLAB ON GROUND, IT SHALL BE COMPOSED OF WELL GRADED MATERIAL TO JOB SPECIFICATIONS, PLACED IN 6" LAYERS; EACH LAYER TO BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY PROCTOR TESTS. COMPACTION OF SUBGRADE TO BE VERIFIED IN FIELD BY QUALIFIED SOILS LABS REPRESENTATIVE DESIGNATED BY THE OWNER. ALL COMPACTION TO BE AS PER ASTM D 1557 AND AASHTO DESIGNATION T 180, METHOD 'C'. THE BACKFILL SHOULD BE PLACED IN LAYERS ON EACH SIDE OF THE FOUNDATION WALLS AND/OR GRADE BEAMS SO AS NOT TO DEVELOP UNBALANCED LATERAL EARTH PRESSURE. 26'-3' [-2'-4"] _1 F60 I [-2'-6"] F80 m [-2'~F'] [-2'-0"] TO @ BO% F60 1'-0" FDN. WALL 2'-0" FTG. DEEP FTG. REINF. W/5-#5 EA. WAY BOT. C4 .® ,® C4 FOOTING SCHEDULE (ALLOWABLE SOIL BEARING CAPACITY 1.5 T.S.F) MARK SIZE DEPTH REINF. BOT. EACH WAY U.N. F36 ,3'-6" X 3'-6" 12" 4-#4 F40 4'-0" X 4'-0" 16" 4-#5 F46 4'-6" X 4'-6" 16" 5-#5 FSO 5'-0" X 5'-0" 16" 6-#5 F60 6'-0" X 6'-0" 18" 6-#6 F66 6'-6" X 6'-6" 18" 7-#6 F70 7'-0 X 7'-0" 20" 8-#6 F76 7'-6 X 7'-6" 20" 7-#7 FBO 8'-0" X 8'-0" 20" 8-#7 F86 8'-6" X 8'-6" 22" 9-#7 F90130 9'-0" X 1,3'-0" ,30" 14- 9 S.W. 10- 9 L.W. F96 9'-6 X 9'-6" 24" 9-#8 FIO0 10'-0 X 10'-0" 24-" 10-#8 COLUMN SCHEDULE MARK SIZE BASE PLATE NOTES C-1 WlO X 54 18X1~X1B" C-2 WlO X 49 18X1Y2X18" C-3 WlO X 39 1BXlY2X18" C-4- WlO X 33 18XlX1B" C-5 W8 X 31 14X~X14" C-6 TSS 5x5xY~" 12X~X12" · FOR COL. MARKS NOT SHOWN ON THIS PLAN SEE DWG. S2.0 ISSUED TO OWNER 5/18/10 WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PIZZA NEW YORK, N.Y. 10001 Tel: (212) 564-4370 Fax: (212) 564-4374 Email: c ontact(~yaymancwing.com www.waymancwtng.com 8 7 6 5 5/18/10Issued To Owner 4 1/14/10Issued To Owner 3 1/2!3/09 Issued To Owner 2 5/115/08 Issued To BLDG. DEPT. 1 5/2/08 Issued To Owner REV DATE DESCRIPTION BY ) HASZ GIACALONE RCHITECTS, P.C. 1 CONKLIN STREET RMINGDALE, NEW YORK 117,35 ('THESE PLANS ARE AN l(' ) I~.STRU~E.T O~ S~RWCE IIr' ~ ~ N 0oo ooo lA D ARIE THE PROPER~//l~BolB~i ~sml m OF THE ARCHITECT mm m...mB)r~m ~ mmNFmN~mEM~NTS WIL~ B~ mm~ ~m LPROSEC''uTED )L ) TORII'qI BEACH U~AWING FIRST FLOOR & FOUNDATION PLAN DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT SHEET OF 0712B,01 /(: ",.-,, "',,C;' ~ 16'-8' 16'-9' 15'-0' 26'-5' Wl0 X BLDG. LINE' Wl0 X ABOVE WlO X x .MD-j x x ~_=.~,: x x I0 X ~ ¢10 X 12 #10 X_ ~ ~ ~ TOP OF SLAB ~ × 55M ' ¢13 3' W18 X X W18 X 50 W21 ~ ~ [ ~x ; ~ ~ W12 X 14 ~ 12~ ~ x MD-j x ~ ~ x z NIO X x < x CBXl 1.~ " ~ , ~ VlO X W12 X 14: -I SECOND NOTE: (4 LOC'S. 26 ABOVE & 3ELOW WlO X 15 IGER ~]Y W10X22 c ,wo cot,. LOW STAIR STRINGER SUPPORT BRACKET FLOOR FRAMING PLAN 1/8"= f-0" 1. TOP OF SLAB EL. +12'-0" U.N. 2. TOP OF STEEL EL. -5,V4" BELOW TOP OF SLAB U.O.N. 3.-MD-1, ON PLAN DENOTES ,.~Y~" LT. WT. CONCRETE ON 2"X19 GA. GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 5Y~" REINFORCE SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED ~" BELOW TOP OF SLAB. 4.,~M_.B.:~ON PLAN DENOTES Z~v~'' LT. WT. CONCRETE ON 2"X19 GA. GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 5,v~'' + WATERPROOFING MEMBRANE + INSULATION & PAVERS. REINFORCE SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED ~" BELOW TOP OF SLAB. 5. M... ON PLAN DENOTES MOMENT CONN. REQD. SEE DETAILS ON DWG. S6.0 6. ~ ON PLAN DENOTES COL. FLANGE STIFF. PL'S REQD. SEE DETAILS ON DWG. S6.0 62 SECOND FLOOR LOAD SCHEDULE ITEM LOAD (P.S.F.) LIVE LOAD 100 5 1/4" LT. WT. CONC. SLAB 45 FINISH 2 CEILING + MECHANICAL 10 TOTAL: 157 (P.S.F.) COLUMN SCHEDULE MARK SIZE BASE PLATE NOTES C-1 WlO X 54- 18X1~X18" C-2 WlO X 4-9 18Xl,~X18" C-3 Wl0 X 39 18X1,1/2X18" C-4 Wl0 X 33 18X1X18" C-5 W8 X 31 14X~X14" C-6 TSS 5XSXY~" 12X~X12" · FOR COL. MARKS NOT SHOWN ON THIS PLAN SEE DWG. S1.0 · CONSULTANT: WAYMAN C. WiNG CONSULT]NG ENGINEERS 15 PE~PLAZA NEW YORK~ N.y. 10001 Tcl: (212) $644370 F~: (212) 564-4374 Email: contact ~?ayma~cwtng.¢om www.waymancwmg.¢om 9 8 7 6 5 5/18/10 Issued To Owner 4 1/14/10 Issued ToOwner 3 1/231/09 Issued To Owner 2 5/15/08 Issued To BLDG. DEPT. 1 5/2f08 Issued To Owner .REV DATE DESCRIPTION BY .J HASZ GIACALONE ARCHITECTS, P.C. 451 CONKLIN STREET FARMINGJDALE, NEW YORK ~TEL: (516)420-8383 1 1755 FAX: (516)4-20-0195 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT IDB INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH 3800 DUCK PON1) ROAD CUT~CHOOUE, NEW YORJ~ 11935 ISSUED TO OWNER 5/18/10 DRAWING SECOND FLOOR FRAMING PLAN DATE 05/02/08 DRAWN BY A.Y. SCALE A~ Noted CHECKED BY A.N. PROJECT 07128.01 SHEET OF 16'-8' 16'-9" C12X20.7 o-, W1'8 W18 '~ 76 ¸ W18 W10X12~ 15'-0" 14'-2" 26'-3" ? M1 X W18 55 M1 W10X12 rr , ~ W18 76 X DN W18 55 ~ 10 X ~MD-I~ 4O LIGHT ABOVE CAGE FRAMED x WlO X12 X W18 X 76 ~ ~bl_ STAIR MANUF. W18 76 x Wl STRINGER SU BRACKET WiS- 76 wm x 26 W16 X 6X6 W10X12 'S TS 6X6X'~" (HIGH & 6X6X:~" P~ST ~ 8XEX~" / CURVED CONT.I W14' WlO X 15 W10X22 BRACKET 14'-2' POST DN. ROOF ( )THIRD NOTE: FLOOR 1. TOP OF SLAB EL. +24'-0" U.N. 2. TOP OF STEEL EL. -5Y4" BELOW TOP OF SLAB U.O.N. 3. JAD-1, ON PLAN DENOTES ,..'~Y~" LT. WT. CONCRETE ON 2"X19 GA. GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 5,Y~" REINFORCE SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED ~" BELOW TOP OF SLAB. 4. ,,MD-,2 ON PLAN DENOTES ,,tY~" LT. WT. CONCRETE ON 2"X19 GA. CALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 5,Y4" + WATERPROOFING MEMBRANE + INSULATION & PAVERS. REINFORCE SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED ~" BELOW TOP OF SLAB. 5.,J~..~.~ON PLAN DENOTES 5Y~" LT. VCi'. CONCRETE ON 2"X19 GA. OALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 5,Y~" + INSULATION & ROOFING 6. M... ON PLAN DENOTES MOMENT CONN. REQD. SEE DETAILS ON DWO. S6.0 7. (~) ON PLAN DENOTES COL. FLANGE STIFF. PL'S REQD. SEE DETAILS ON DWG. S6.0 THIRD FLOOR LOAD SCHEDULE ]EM LOCATION ROOF PATIO ROOF 3rd FL. LIVE LOAD 1 O0 40 1 O0 PAVERS 25 -- -- ROOFING + INSULATION 10 10 -- SLAB 45 4-5 45 CEILING + MECHANICAL 10 10 10 TOTAL: 190 (P.S.F,)155 (P.S.F.)155 (P.S.F.) WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PLAZA NEW YOPd(, N.Y. 10001 Tel: (212) 5642,370 F~x: (212) 5644374 Email: contact~vaymancwmg.com www.waymancwng.com 9 8 7 6 5 5/18/lCIssued To Owner 4 1/14/1¢Issued To Owner 3 1/23/09Issued To Owner 2 5/15/08Issued To BLDG. DEPT. 1 512108 Issued To Owner ,,REV' DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 451 CONKLIN STREET FARIMINGDALE, NEW YORK 11755 ~.TEL: (516)420-8383 FAX: (516)420-0195 INS~'RUMENT OF SERVICE ANDt ARE THE PROPER'P( OF THE ARCHITECT INFRINGEMENTS WILL BE PRO)SECUTED I SANTORINI BEACH DRAWING THIRD FLOOR FRAMiNG PLAN ISSUED TO OWNER 5/18/10 DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted PROJECT SHEET OF 07128.01 CHECKED BY A,N. 15'-0' 1'¢-2' 26'-3" ? MTL. STUD BRG. WALL 3625162-S4 STUDS @16" c.c. 'PfP. 6~,' MTL. STUDS @16 olc.@ TURRET ~IAL S~JPPORTED ON R( L'[. GAGE FRAMING TS POST DN. TYP. 6 L0CS. STAIR ? TS 6X6 DWG. S3 6x 6x ." [ TYP. ALL AR?UND ELEVATOR TURRET ROOF LT. GA E TRUSSES 5X5XS~6" 14'-2" EXT. STUD WALL STUDS @16" c.c. ]YP. LIGHT GAGE FRAMING NOTES: 1. PROVIDE LIGHT GAGE FRAMING / TRUSSES CONFIGURED REQUIRED CLEAR SPACE, IN ACCORDANCE WITH ARCH'L TO PROVIDE ROOF PROFILE & DRAWINGS. 2. ALL LIGHT GAGE METAL FRAMING & TRUSSES, INCLUDING CONNECTIONS BE-FWEEN MEMBERS AND TO SUPPORT POINTS, SHALL BE DESIGNED BY NEW YORK STATE LICENSED PROFESSIONAL ENGINEER TO SAFELY SUPPORTALL REQUIRED EIVE, DEAD AND LATERAL LOADS FOR ROOF AREAS AS FOLLOWS: LIVE LOAD : 40 P.S.F. DEAD LOAD = 15 P.S.F. CEILING = 10 P.S.F. WIND = 30 UPLIFT=20 P,S,F. MAXIMUM LIVE LOAD DEFLECTION=L/560. TRUSSES MUST BE SUPPORTED AT PANEL POINTS AT SUPPORT LOCATIONS INDICATED. COORDINATE TRUSS & FRAMING CONFIGURATION WITH ARCHITECTURAL DRAWINGS. PROVIDE ALL CONNECTIONS BE1WEEN MEMBERS & TO SUPPORT POINTS FOR GRAVllY, LATERAL & UPLIFT LOADS. 4. SPLICE PLATES AND CONNECTION DETAILS AT JOINTS MUST BE SIZED TO FULLY DEVELOP ALL MEMBER FORCES, IN ADDITION TO STRESSES DURING HANDLING AND ERECTION. 5. PROVIDE MINIMUM OF TWO ROWS BRIDGING AND TEMPORARY BRACING / BRIDGING AS REQUIRED BY MANUFACTURER. 6. ANY TRUSS DAMAGED ON DELIVERY OR DURING ERECTION SHALL BE REMOVED AND REPLACED AT NO COST TO OWNER. 7. WHERE TRUSSES ARE SUPPORTED BY STEEL BEAMS, PROVIDE CONNECTIONS TO RESIST UPLIFT FORCES AND LATERAL LOADS. ROOF FRAMING PLAN 1/8" = 1'-0" PROVIDE I~"X 20 GAGE GALV. MTL. ROOF DECK WP. DECK SPAN PERPENDICULAR TO ROOF TRUSSES / JOISTS. ISSUED TOOWNER 5/18/10 ~STRUCTURAL UONSULTANT: WAYMAN C. W1NG CONSULTING ENGINEERS 15 ?I~NN PLAZA NEW YORK, N.Y. 10001 Tel: (212) 564-4370 F~x: (212) 564-4374 Ematl: cont act~yaymancwmg.com r 9 8 7 6 5 5/18/10 Issued To Owner 4 1/14/10 Issued To Owner 3 1/23/D9 Issued To Owner 2 5/15/08 Issued To BLDG. DEPT. 1 5/2/08 Issued To Owner ~.REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMIINGDALE, NEW YORK 11735 TEL: (516)420-8383 FAX: (516)420-0195 r lNSTR~UMENT OF SERVICE IAND ,ARE THE PROPERTY /OF TIHE ARCHITECT I INFRliNGEMENTS WILL BE ~. PROS;ECUTED SANTORINI BEACH/I RESORT /I · DRAWl[NO ROOF FRAMING PLAN DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT SHEET OF 07128.01 S4 · SLAB ON X CMU WALL SEE ARCH ~4@16" GROUT CELL'. GRADE LOCATION DWGS. SOLID MIN. 3-#5 CONT. TOOLED CONTROL JT.-1/8" ~,~ ~,~ ~- 6"CRUSHED STONE/~ COMPACTED STRUCTURAL ~~ ~---V~POR BARRIER FILL, SEE SPECIFICATIONS ,W.W.F. 1'-0" ~SEE PLAN CONSTR. JOINT ~ ~ \ ~-I"CL. PLAN) SEE PLAN TYPICAL MASONRY WALL SUPPORT ADD'L. BARS TYP. 2-#6X5'-0'; 8"&lO" WALLS ~ 2-~7X6'-0" 12"&14" WALLS ~ 2-~SXT-O" 16"A18" WALLS ~ I ~HOOK WHERE 2'-6" / 2-#6 EA. SIDE OPENING TYPICAL SLAB ON GRADE AND CONTROL JOINT DETAIL DEPTH OF FOOTING 2H MIN, NOTE: SLABS AREAS 24 HRS. TYPICAL CONSTRUCTION JOINT DETAIL FOR SLAB ON GRADE ON GRADE SHALL BE POURED NOT TO EXCEED 1600 SQ. FT. BETWEEN ADJACENT POURS. IN RECTANGULAR ALLOW A MIN. OF TYPICAL DETAIL AT DEPRESSIONS FOR SLAB ON GRADE PLAN AT CORNER DIA. 36 DIA. EOUIV.%%E§O.NER PLAN AT INTERSECTION TYP. COL. BU-FFRESS DETAIL- PLAN FOR REINF. SEE PIER/BUTtRESS DETAIL TYP. OPENING IN CONCRETE WALL TYPICAL DETAIL OF STEPPED WALL FOOTING TYPICAL WALL DETAILS BEAM POCKET IN WALL TO BE POURED WITH 2-#5 CONT. SLAB X 0'-3". WALL ANCHOR EA. SIDE OF WEB 1" GROUT TYPICAL DETAIL STEEL BEAM BEARING ON FOUNDATION 2-#5 CONT.LAP WITH 2-~5 CONT.AT TOP OF WALL (BENDDOWN AT COLUMN POCKET) V~", A.D. COL. POCKET IN WALL TO BE POURED WITH SLAB 2-~5 CONT. FDN. : WALL · PIER COL. TYPICAL DETAIL STEEL COL. BEARING ON FOUNDATION WALL PIER 2-#5 CONT. LAP WITH 2-~5 CONT. AT TOP OF WALL (BEND DOWN AT COLUMN POCKET) 5" SLAB 6" GRAVEL VAPOR BARRIER-- SEE SPEC.'S FOR THICKNESS ISOLATION JOINTS SEE SCHEDULE dT. ! 1/2" NON-SHRINK GROUT 3" CL. FOOTING SEE SCHED. FOR SIZE & REINF. FOR BASE PLATE SEE COL. SCHEDULE 4-3/4"~ ANCHOR BOLTS TYPICAL INTERIOR COLUMN FOOTING DETAIL 4-3/4"~ ANCHOR BOLTS ISOLATION' JT. ~ (SEE DETAIL) ~ COL. SEE PLAN PLATE F. 22"X22" PIER WITH B-#6 VEldTs,, & #3 TIES @ (SEE PLAN) 1/2" NON SHRINK GROUT FOOTING SEE SCHEDULE SEE PLAN FOR REQ'D. BEARING CAPACII'Y COLUMN FOOTING DETAIL (BU'RIRESS WITH PIER/BUTTRESS SIZE & REINF. TO BE SAME AS SHOWN FOR PIER) 3/4": ~'-o" BARRIER ISSUED TO OWNER 5/18/10 STRUCTUKAL CONSULTANT: WAYMAN C. WiNG CONSULTING ENGINEERS 15 ?ENN PLAZA NEW YORK, N.Y. 10001 Tel: (212) 564-4370 Fax: (212) 5644374 Emaih ¢ontact~aymancwing.com 9 8 7 6 5 5/18/10 Issued ToOwner 4 1/14/10 Issued To Owner 3 1/23/09 Issued To Owner 2 5/115/08 Issued To BLDG. DEPT. 1 5/2/08 Issued To Owner REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 4-31 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL: (516)420-8383 FAX: (516)420-0195 INSTRUMIENT OF SERVICE AND ARE THE PROPERq~( OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECtUTED IPROJECT SANTORINI BEACH PdS;SORT DRAWING TYPICAL FOUNDATION DETAILS DATE 05/02/08 DRAWN BY A,Y. SCALE As Noted CHECKED BY A.N. PROJECT SHEL~r OF 07128.01 ,.:/ · 6" MTL. STUD EXT. WALL. SEE ARCH'L DWG'S. #5@12" O.C. E.W.T.&B. PROVIDE SILL WITH WEDGE INSERTS @2'-0"o.c. AS REQ'D ELEVATOR MANUF. SUMP PIT BI 2'-O"X2'-O"X2'-O" BY 2-#5 CONT. TOP OF SLAB ON GRADE X 36" LONG @ 12" O.C. BOTF. AROU ~D PIT I I #4 @ 12" O.C. VERT. AROUND PIT #4 @ 12" O.C. HORZ. CONT. AROUND PIT 2-#5 CONT. REINF. OF ELEVATOR PIT SLAB 12" SLAB & BELOW SUMP LOCATE BARS EA, SIDE OF PISTON SLEEVE ELEVATOR PIT DETAIL 3/4."=1'-o" OF 1ST FL. GRADE EL. PLAN 2-#5 T&B. #4@12" o.c, SEE PLAN / SECTION '1 6" MTL. STUD EXT. WALL. SEE ARCH'L DWG'S. CONT. -#5 CONT. 3/4-"--1 '-0" SEE ARCH'L DWG'S. SECT. F3A 6" MTL STUD EXT. WALL. SEE ARCH'L DWG'S. --TOP OF 2ND FL. SLAB EL. +12'-0" I 18 - CONT. EY. HORI7. . ~6~12" c.c. VERT. ~ ~4~12" c.c. VERT. 0.F. S~B ON GRADE EL. ' SEE P~N ~, #4@12" c.c. DlWLS. ...L..L ' #5 CONT. SECTION 3/4."=1'-o" , TOP OF 2ND SLAB EL, +12'-0" DWLS WP: :: , " ROOF INSULL & PAVERS ' " , ' : SEE ARCH'L DWG'S, I #4 CONT, 2 -0 , --TOP OF, SLAB · ' EL. +1t'-~" I FOR BM. BRG. INF0. [--Wt0 BEYOND W18 ~ S4.0 ¢~" 2-~5 CONT. T~B. ~4~12" ~ o.c. CONT. : · ~, E.F. HORIZ. · " ~6~2" c.c. VERT. ' TOP OF 1ST FL S~B 0N GRADE L3x3xr~6" CONT. WITH l"X~s"Xl'-O" LONG STRAP ANCHORS @2'-0"o.c. '1 #4@12" c.c. DWLS. 2-#5 CONT. SECTION ISSUED TOOWNER 5/18/10 WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PLAZA NEW YORK, N.Y. 10001 Tel: (212) 564-4370 Fax: (2t2) 564-4374 Email: contact ~yaymancwing.com www.waymancwmg.com 9 8 7 6 5 5,/18110 Issued To Owner 4 1,/14/10 Issued To Owner 3 ld23/09 Issued ToOwner 2 5,115108 Issued To BLDG. DEPT. 1 5/2/08 Issued To Owner REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 451 CONKLIN STREET FARMliNGDALE, NEW YORK TEL: (516)420-8383 FAX: THESE PLANS ARE AN INSTRUMENT OF SERVICE AND A,RE THE PROPERTY OF THIE ARCHITECT INFRIN~GEMENTS WILL BE PROSECUTED ' PROJEC~T 1 1735 (516)420-0195 SANTORII'qI BEACH RtgSOR.T 3 800 DUCK POND ROAi~ C'UTCHOGUE, iNFEW YORI~ 1 1 935 FOUNDATION SECTIONS & DETAILS DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A,N. PROJECT SHEET OF 07128.01 CLOSURE PIECE SPRAY-ON FIREPROOFING U.O.N. ~ ~4012" U.O.N. TYP. AT ~ ~ION-CONTINUOUS ENDS · · NOTE:~ 'IN LIEU OF#4 BARS WITH ! INDIVIDUAL HIGH CHAIRS, /CONTINUOUS HIGH CHAIRS /MAY BE USED AT 3'-0"o.c. / 1-1" CL. ~-W.W.F. L'2'x D AGE ~]TF~ / ~LV. CO~POSITE (~ / M~AL DECK ~ L INDIVIDUAL HIGH CHAIRS ~4 BARS CONT. AT 3'-0" M~. WITH SPACED AT 5'-O"o.c.M~. UNEQUAL LEGS TO SUPPORTED ON CHAIRS ST~DDLE DECK TYPICAL DETAIL CONCRETE SLAB ON COMPOSITE METAL DECK NOTE: - ALL METAL DECK/CONCRETE WORK DEFLECTIONS - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND CHOICE AS TO HOW THE PROPER GRADES ARE TO BE ACCOMPLISHED AT THE TOP OF SLAB. IT MUST BE ASSUMED THAT THE COMPOSITE DECK, BEAMS AND GIRDERS WILL SETTLE AS THE WET CONCRETE IS PLACED UNLESS SHORED. CONTRACTOR SHALL PROVIDE SHORING OR ADDITIONAL CONCREFE , OR BOTH TO BRING THE SLAB UP TO THE PROPER GRADE AT NO ADDITIONAL COST TO THE OWNER. OYP.) METAL DECK --METAL DECK SUPPORT ANGLES. FIELD CUT AS REQUIRED. COORDINATE WFH METAL DECK MANUFACTURER SUPPORT ANGLES W8 X TYP. SLAB W8 X 10 OPENING DETAIL (FOR OPENINGS NOT SEE MECH. & ARCH. OTHERWISE INDICATED) DWGS. FOR LOCATIONS NOTES: BEAM CONNECTION SCHEDULE DEPTH ROWS DEPTH ROWS 6" 2 27" 7 8", 10" 2 30" 8 12", 14" 3 33" 9 16", 18" 4 36" 10 21" 5 24" 6 __ _ 5Mi/N1.6,, CONNECTION ANGLE 1. DETAILS OF CONNECTIONS SHALL COMPLY WITH LATEST AISC CODE BOLTED FRAMED BEAM CONNECTIONS TABLE 11-A USING THE ABOVE AS A MINIMUM FOR EACH BEAM DEPTH. 2. CONNECTIONS SHALL BE DOUBLE ANGLE TYPE WITH .3/4" DIA. A325N BOLTS FOR BEAM TO BEAM CONNECTIONS AND ,3/4" DIA. A525F BOLTS FOR BEAM TO COLUMN CONNECTIONS. 5,WELDED, SHEAR PLATE OR STIFFENED SEATED CONNECTIONS SHALL BEEQUAL IN CAPACITY TO THE ABOVE CONNECTIONS AS A MINIMUM UNLESS OTHERWISE NOTED. & BOT. 3/8" ANGLES EXCEPT AS NOTED MIN. A.I.S.C. f SHEAR CONNI. i~ R BOT. 5/16" ANGLES EXCEPT AS NOTED MIN. A.I.S.C. SHEAR CONN. CONN. FOR AT COL. WEBS ARE SIMILAR TYP. SPLIT CANT. BEAM DETAIL TYPICAL BEAM TO COLUMN CONNECTION AT FLOORS NOTE: OMIT TOP & BOT. ANGLES WHERE MOM. CONN'S ARE SHOWIN ON PLAN TYPICAL BEAM TO COLUMN CONNECTION AT ROOF NOTE: OMIT TOP & BOT. ANGLES WHERE MOM. CONN'S ARE SHOWN ON PLAN 1/4" THICK OVERSIZED SHIM PLATE TO SUPPORT INTERRUPTED METAL DECK FOR BEAM SIZE Ee PLAN MOMENT CONNECTION SCHEDULE MARK BOLTS PLATE* M1 2-7~"¢ A525 N 6 X ~" M2 4-~"¢ A325 N 6 X ~" M5 6-7,~"¢ A525 N 7 ,V2 X Y2" M4 8-1"¢ A525 N 10 X %" M5 8- lYa"¢ A525 N 11 X ~" *NOTE: INCREASE PLATE WIDTH TO FIT BElW. FLANGES WHERE CONN. OCCURS @ COL. WEB 1/4" THICK OVERSIZED SHIM PLATE ¢.. COL. 3/4-" MAX. PLAN D ETAI L WlO --~ ~- PROVIDE WEB ~zO~ REINF. PLATE 1/~" THICK AS REQU,RED OVERS,ZED SH,M F,N. FLOOR2 * - PLATE TO SUPPORT INTERRUPTED ~- 1/2"X 1/4" I ', I I" ~__ M~TAL DECK SHEAR PLATE ~ WASHERS (TYp.) '. (WP.) WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PLAZA NEW YORK, N.Y. 10001 Tel: (212) 564-4370 Fax: (212) 5644374 Email: contact ~yaymancwing.com www.waymancvang.com FOR BEAM SIZE eE PLAN STIFF. PLATE AT BOTH STIFF. PLATE AT BOTH SIDES OF COL. WEB SIDES OF COL. WEB TOP & BOT. WITH SAME TOP & BOT. WITH SAME COL. SIZE AREA AS BEAM FLANGE AREA AS BEAM FLANGE (WHERE NOTED(~)ON PLAN) SEE SCHED. FLANGE AT COLUMN COL. SIZE SEE PLAN OR SCHED. AT COLUMN WEB 1"=1'-0" 1 "=1 '-0" MOMENT FRAME CONNECTIONS 8 7 6 5 5/18/10 Issued To Owner 4 1/14/10 Issued To Owner 3 1/213/09 Issued To Owner 2 5/1'5/08 Issued To BLDG. DEPT. 1 5/2/08 Issued To Owner ~.REV DATE DESCRIPTION BY ) EHASZ GIACALONE ARCHITECTS, P.C. ~ 451 CONKLIN STREET '%':'- FARMIN(GDALE, NEW YORK 11755 .~, tn ~TEL: (5161)420-8383 FAX: (516)420-0195 ~-~-~D ("THESE PLANS ARE AN · /'NSTRUM4ENT OF SERVICE Ill-" ~ ~l IAND AR~E THE PROPERTY II I-~l~-~, ~-~l I IOF THE ARCHITECT H I~I~I ~I I IINFRING~MENTS WILL BE II~ ~ PROSECIUTED ~ PROJECT ISSUED TO OWNER 5118/10 4-1"~A525 ANCHOR BOLTS(I'YP.) Z~' ~ / 4 . ' ,a -- BASE PLATE ~. SCH'ED.. ~". '4 I '4' '1 ~EDGE o,~A,CE ELEVATION PER AISC P~N ~P. COLUMN BASE P~TE DETAIL SANTOPd2XlI BEACH RIESORT CUTCHOGUE, N]gW YORffq2 1 1935 DRAWING TYPICAL SUPER STRUCTURE DETAILS D~IE 05/02/08 DRAWN BY A.Y. SCALE Aa Noted CHECKED BY A.N, PROJECT SHEET OF 07128.01 MTL. ROOF DECK SEE PLAN LT. GAGE TRUSS -TOP OF 5RD FL. SLAB EL. +24'-0" U,N, CONC. SLAB -ROOFING & TAPERED INSUL. SEE ARCH'L DWGS. CLOSURE BY DECK CONTR. i. ~. STUDS & BM. W18~ SECTION 5.1 1/2"=1'-0" POST. PROVIDE POCKET FOR INSTALLATION FILL PKT W/ NON SHRINK GROUT (TYP.) 300PSI & TAPERED INSUL. SEE ARCH'L DWGS. W18 SECTION 5.2 1/2"=f-o" .1,12'' MTL ROOF DECK SEE PLAN -C8 BEYOND 6X6 ~" STIFF PL'S @' POST LOC. OYP.) TS 6X6 ' - LCEILING '" .... 6X6 BEYOND (POST @ STAIR TURRET) MTL STUD INT. BRG. WALL 362S162-54 STUDS @16"o.c. · TS 6X6 CONN, TO C8 BEYOND OF 3RD FLOOR SLAB W12 SECTION 5.5 1/2"=1'-o" ISSUED TO O~ER 5/18/10 STRUCTURAL CONSULTANT: WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PLAZA NEW YORK, N.Y. 10001 Tel: (212) 564-4370 Fax: (212) 564-4374 Email: eontaet~?aymancwing.eom www,waymancwmg.com 8 7 6 5 5/18/1~ Issued To Owner 4 1/114/18 Issued To Owner 3 1123109 Issued To Owner 2 5/15/08 Issued To BLDG. DEPT. 1 5/r2/08 Issued To Owner REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11755 TEL: (516)420-8383 FAX: (516)420-0195 ITHESE IPLANS ARE AN INSTRUMENT OF' SERVICE AND ARIE THE PROPERTY OF THE ARCHITECT INFRING;EMENTS WILL BE PROSEOUTED PROJECT' SANTOPdlqI BEACH RESORT DRAWINGI · SUPER STRUCTURE SECTIONS DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N, PROJECT SHEET OF 07128.01 GENERAL NOTES GENERAL 1. ALL NEW WORK SHALL CONFORM WITH THE REQUIREMENTS OF NEW YORK STATE BUILDING CODE. 2. CO-ORDINATE ALL WORK ON THESE DRAWINGS WITH REQUIRED ON ARCHITECTURAL, MECHANICAL /ELECTRICAL DRAWINGS. FOUNDATION NOTES STRUCTURAL METAL _DECK ALL METAL FLOOR & ROOF DECKING SHALL BE FORMED FROM GALVANIC STEEL SHEETS CONFORMING TO ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 33,000PSI. MATERIAL FOR FLOOR DECK SHALL BE COMPOSITE DECK TYPE AND SHALL BE FORMED WITH INTEGRAL LOCKING LUGS TO PROVIDE A MECHANICAL BOND BE-P~EEN CONCRETE AND DECK. 2. 3. 4. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AT 1~ TONS FEET. PER SQUARE ALL FOOTINGS TO BEAR ON CONTROLLED ENGINEERED STRUCTURAL FILL OR NATURAL UNDISTURBED 8-65/7-65 SOIL WITH MINIMUM SOIL BEARING CAPACITY OF 1~ TONS PER SQUARE FOOT. FOOTING BOTTOMS MUST BE REVIEWED BY THE ENGINEER DESIGNATED BY THE OWNER PRIOR TO PLACEMENT OF CONCRETE. TOP SOIL AND UNSUITABLE MATERIALS BELOW SLAB ON GRADE ARE TO BE REMOVED AS REQUIRED. THE REMOVAL AREA SHOULD INCLUDE THE BUILDING AREA PLUS AREAS BEYOND THE FOOTPRINT OF THE NEW ADDITION AS DETERMINED BY THE GEOTECHNICL ENGINEER AND REPLACED WITH NEW CONTROLLED STRUCTURAL FILL TO ELEVATION REQUIRED TO SUPPORT THE NEW SLAB ON GRADE. (SEE GEOTECHNICAL REPORT). FOUNDATION EXCAVATION AND SUBGRADE PREPARATION TO BE ACCORDANCE WITH PROCEDURES TO BE OUTLINED BY THE OWNER'S GEOTECHNICAL ENGINEER. (SEE GEOTECHNICAL REPORT). WHERE FILL IS REQUIRED UNDER SLAB ON GROUND, IT SHALL BE COMPOSED OF WELL GRADED MATERIAL TO JOB SPECIFICATIONS, PLACED IN 6" LAYERS; EACH LAYER TO BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY PROCTOR TESTS. COMPACTION OF SUBGRADE TO BE VERIFIED IN FIELD BY QUALIFIED SOILS LABS REPRESENTATIVE DESIGNATED BY THE OWNER. ALL COMPACTION TO BE AS PER ASTM D 1557 AND AASHTO DESIGNATION T 180, METHOD 'C'. THE BACKFILL SHOULD BE PLACED IN LAYERS ON EACH SIDE OF THE FOUNDATION WALLS AND/OR GRADE BEAMS SO AS NOT TO DEVELOP UNBALANCED LATERAL EARTH PRESSURE. WHERE ELEVATIONS CHANGE, FOOTINGS SHALL BE STEPPED ONE VERTICAL TO TWO HORIZONTAL EXCEPT AS OTHERWISE SHOWN. MAXIMUM STEP TO BE 1'-6". SLABS ON GROUND WALL SHALL BE POURED IN A CHECKER BOARD PATFERN WITH A MAXIMUM AREA OF 1600 SQUARE FEET. JOINTS SHALL BE KEYED AND REINFORCEMENT CONTINUOUS. 3. GALVANIZING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A525 COATING CLASS G90. 4. DEPTH AND GAGE Of DECK SHALL BE AS NOTED ON PLANS. THE METAL DECK SHALL BE CONTINUOUS OVER THREE (3) SPANS OR MORE WHERE POSSIBLE. USE SINGLE OR DOUBLE SPAN ONLY WHERE REQUIRED BY FRAMING GEOMETRY. ALL STEEL FLOOR DECK SHALL BE CAPABLE OF SUPPORTING THE WET WEIGHT OF THE CONCRETE AND ANY OTHER CONSTRUCTION LOADS. DEFLECTION DUE TO WET WEIGHT OF THE CONCRETE SHALL NOT EXCEED 1/180 OF ANY SPAN OR 3/,,. 7. PROVIDE 2" MINIMUM BEARING AT SUPPORTS. ALL DECK SHALL BE WELDED TO STRUCTURAL STEEL BY QUALIFIED WELDERS USING PREQUALIFIED PROCEDURES. WELD DECK TO SUPPORTS WITH ~" DIAMETER PUDDLE WELDS AT 12" ON CENTER. FASTEN SIDE LAPS MECHANICALLY WITH METAL SCREWS AT 24" ON CENTER. o PROVIDE ALL DECK CLOSURES, COLUMN CLOSURES, POUR STOPS, CANT STRIPS, SUMP PLATES AND SUPPLEMENTAL FRAMING AT OPENINGS AS REQUIRED FOR SUPPORT OF METAL DECK. PROVIDE ALL MISCELLANEOUS EDGE ANGLES TO SUPPORT DECK WHERE PRIMARY STEEL DOES NOT OCCUR. THESE ITEMS ARE NOT SHOWN ON THE DESIGN DRAWINGS BUT SHALL BE FURNISHED BY THE METAL DECK CONTRACTOR WHERE REQUIRED. 10. ALL OPENINGS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. FOR HOLES 4 INCHES OR LESS NO REINFORCING IS REQUIRED. FOR HOLES OVER 4 INCHES BUT NOT MORE THAN 10 INCHES, PROVIDE 12 GAGE REINFORCING PLATE WELDED IN PLACE TO ADJACENT FLUTES. FRAME OTHER OPENINGS AS SHOWN ON DRAWINGS. COLD FORMED METAL FRAMING CONCRETE 1. RBNEORCED CONCRETE IN THE FOUNDATION (I.E. FOUNDATION WALLS, GRADE BEAMS, PIER & SLAB ON GROUND) SHALL BE OF NATURAL AGGREGATE CONFORMING TO ASTM C-33 AND SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3500 PSI O 28 DAYS UNLESS OTHERWISE NOTED. 2. REINFORCEMENT SHALL BE HIGH TENSILE GRADE DEFORMED BARS CONFORMING TO ASTM A-615 GRADE 60 AND A-305, EXCEPT #3 BARS WHICH SHALL CONFORM TO ASTM ASTM A-615 GRADE 40 AND A-305, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE NYS BUILDING CODE LOCAL LAW. CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING CHLORIDE SALTS SHALL NOT BE ADDED TO THE CONCRETE. FOLLOW A.C.I. RULES AS TO STIRRUPS. ANCHORAGE, TEMPERATURE REINFORCEMENT AND SPACING OF BARS IN BEAMS UNLESS OTHERWISE NOTED. ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED AND SHALL CONFORM TO ASTM REINFORCING BARS SPLICED AT POINTS OF STRESS TO BE LAPPED A MINIMUM OF 40 DIAMETERS UNLESS OTHERWISE NOTED. ALL HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS. LAPS TO BE 36 DIAMETER MINIMUM. PROVIDE SUPPORTS FOR REINFORCEMENT IN ACCORDANCE WITH A.C.I. STANDARDS. 6. 7. 8. 9. 10. 11. MINIMUM BEARING ON WALL AS NOTED OTHERWISE. BAR LENGTHS INDICATED ON SHALL BE 8" FOR BEAMS AND 4" FOR SLABS, EXCEPT PLANS DO NOT INCLUDE HOOKS OR BENDS UNLESS NOTED OTHERWISE. C-260. 2. 3. 4. LIGHT GAGE METAL STUDS AND JOISTS SHALL CONFORM TO SECTION A5.1 OF THE AISl SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. MATERIAL SHALL COMPLY WITH ASTM C 955. MINIMUM YIELD SHALL BE FY=5OKSI, EXCEPT FOR TRACK SECTIONS WHICH MAY BE FY=33KSI. MEMBERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 924 WITH A G-60 COATING. MANUFACTURER SHIALL SUBMIT SHOP DRAWINGS SHOWING WALL ELEVATIONS WITH TYPICAL INSTALLATION DETAILS AND DETAI'LS OF ALL FRAMING MEMBERS AND CONNECTIONS. CONNECTIONS SHALL BE MADE WITH CADMIUM-PLATED STEEL SELF-DRILLING SCREWS OR WELDS MEETING REQUIREMENTS OF AWS D1.1 & D1.3. TOUCH-UP WELDS WITH ZINC-RICH PAINT. 6. PROVIDE HORIZONTAL BRIDGING BETWEEN STUDS AT 4 7. PROVIDE DIAGONAL PLATE STRAPS, 2"X14 GAGE BOTH CENTER. 8. PROVIDE FULL BEARING FOR LOAD TRANSFER AT TOP AND BOTFOM CONNECTIONS OF STUDS TO JOISTS AND FLOOR TRACK. ALL GAPS SHALL BE FILLED WITH STEEL SHIMS. FEET MAXIMUM ON CENTER. SIDES, AT EACH END OF WALLS AND AT 30'+ ON PROVIDE BRIDGING BETWEEN JOISTS AT 7'-0' MAXIMUM ON CENTER. BRIDGING TO BE FLAT STRAPS EXCEPT WHERE DIAPHRAM RATED SHEATHING IS NOT A1TACHED DIRECTLY TO JOIST BOTTOM FLANGE, USE 1~" CHANNELS. 10. CU~ING OR BURNIING OF JOISTS OR STUDS FOR MECHANICAL TRADES IS NOT PERMITTED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR ALL WALLS UNTIL ERECTION IS COMPLETED. 12. 13. KEYS IN ALL WALLS 12" OR SMALLER SHALL BE 2"X4"; IN THICKER WALLS, 2"x 8". CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, STILLS STOOLS, EQUIPMENT AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL AND MECHANICAL DRAWINGS. 14. ALL CONCRETE FILL AREAS (INCLUDING FILL FOR METAL PAN STAIRS) ARE TO BE REINFORCED WITH WELDED WIRE FABRIC (6x6 W2.0XW2.0) 15. PROVIDE 2-#5 CONTINUOUS IN TOP AND 2-#5 CONTINUOUS IN BOTrOM OF ALL CONCRETE WALLS EXCEPT AS OTHERWISE SHOWN. 16. PROVIDE 2-#6 REBARS ALL SIDES FOR ALL OPENINGS IN CONCRETE WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'- O" BEYOND OPENINGS OR HOOK ENDS. STEEL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. "SPECIFICATION FOR THE DESIGN FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDING". 2. ALL STEEL SHALL BE ASTM: A572 GRADE 50 EXCEPT AS OTHERWISE NOTED. CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36, FY = 36 KSl. STRUCTURAL TUBING SHALL BE ASTM ASO0, GRADE B, FY = 46 KSI. 3. CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS, LATEST EDITION: HIGH-STRENGTH BOLTS: A325 & A490 (SLIP CRITICAL); WELDING ELECTRODES: AWS-AS.1 E70 SERIES. 4. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM. BOLT HOLES SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER, 5. ALL SHOP CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED OR WELDED. 6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH-STRENGTH BOLTS EXCEPT WHERE DETAILS SHOW WELDING. 7. ONE SIDED OR ECCENTRIC CONNECTIONS ARE TO BE AVOIDED UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. 8. ALL WELDING TO BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS STRUCTURAL WELDING CODE, LATEST EDITION. 9. ALL FILLEr WELDS SHALL BE A MINIMUM OF ~ "UNLESS NOTED OTHERWISE. 10. THERE SHALL BE NO FIELD CUTFING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. DESIGN CRITERIA ROOF SNOW LOAD: GROUND SNOW LOAD = 20 PSF FLAT ROOF SNOW LOAD, Pf = 16 PSF (USE LIVE LOAD = SNOW EXPOSURE FACTOR, Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR, I, -- 1.1 THERMAL FACTOR, C i- 1.0 40 PSF PER SCHEDULE) WIND LOAD: BASIC WIND SPEED = 120 MPH WIND IMPORTANCE FACTOR, Iw -- EXPOSURE CATEGOEY = C 1.15 EARTHQUAKE DESIGN DAiTA: MAPPED SPECTRAL MAPPED SPECTRAL ACCELERATION FOR 1 SI]E CLASS = D SPECTRAL RESPONSE COEFFICIENTS: SDS SEISMIC USE GROUP = II SEISMIC IMPORTANCE FACTOR, le = 1.25 SEISMIC DESIGN CATEGORY = C ACCELERATION FOR SHORT PERIOD, S, = 0.26 G SECOND PERIOD, S~ = 0.06 G 0.21, SD1 ---- 0.093 BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL MOMENT CONNECTIONS ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE. LEGEND: CANT. CANTILEVER U.O.N. UNLESS OTHERWISE NOTED T.S. TOP OF SLAB T.M. TOP MOST B.M. BOTTOM MOST F.L FULL LENGTH W.W.F. WELDED WIRE FABRIC E.W. EACH WAY VAR. VARIES (~) COLUMN ABOVE THIS LEVEL COLUMN BELOW THIS LEVEL (~') POST OR HANGER (TYPO CONT. CONTINUOUS T. TOP B. BO1TOM 11. STIFFENERS SHALL BE GROUND TO BEAR. 12. ALL COLUMN BASES, COLUMN ENDS AT SPLICES AND OTHER COLUMN BEARING CONNECTIONS SHALL BE MILLED FOR COMPLETE TRUE BEARING. SUBMIT STEEL SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ISSUED TO OWNER 5/18/10 STRUCTURAL CONSULTANT: 5 15/18/10 4 11/14/10 3 /1123/09 2 ]5/15/08 1 15~2~08 EV / DATE WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PLAZA NEW YORK, N,Y. 10001 Tel: (212) 564-4370 Fax: (212) 564-4374 Email: contact ~yaymancwing.com Issued To Owner Issued To Owner Issued To Owner Issued To BLDG. DEPT. Issued To Owner DESCRIPTION BY , EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK TEL: (516)420-8383 1 1735 FAX: (516)420-0195 INSTRUMENT OF SERVICE AND A,RE THE PROPERTY' BDO Dim OF THIE ARCHITECT INFRINIGEMENTS WILL BE PROSECUTED ' PROJECT SANTORINI BF, ACH RESORT 3800 DUCK POND R_O~D CUTCHOGUE, NEW YOR~ 1 1935 r DRAWINIG GENERAL NOTES DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT SHEET OF 07128,01 POWER LEGEND: DUPLEX ELECTRIC RECEPTACLE. WALL MOUNTED lB" ABOVE FINISHED FLOOR (A.F.F.) UNLESS OTHERWISE NOTED (U.Q.N ) TO CENTERLINE. SPECIFICATION GRADE. 'A' DESIGNATES ARCH POTECTION CIRCUIT SWITCHED RECEPTACLE. WALL MOUNTED 18" ABOVE FINISHED FLOOR (A F.F.) UNLESS OTHERWISE NOTED (U.O.N.) TO CENTERLINE. SPECIFICATION GRADE. 'A' DESIGNATES ARCH POTECTION CIRCUIT DOUBLE DUPLEX ELECTRIC RECEPTACLE.WALL MOUNTED lB" A.F.F (U.O.N) TO CENTERLINE SPECIFICATION GRADE GROUND FAULT INTERRUPT RECEPTACLE DUPLEX JUNCTION BOX, WALL MOUNTED 18" A.F.F. (U.O.N.) TO CENTERLINE, CABLE FOR DATA INSTALLATION BY CONTRACTOR CABLE CAT B JUNCTION BDX (WALL MOUNTED-RECESSED), AS SPECIFIED. JUNCTION BOX (CEILING MOUNTED-SURFACE), AS SPECIFIED. WIRING/CIRCUITING DEBIGNA]IONS. NUMBER OF ARROWS INDICATES NUMBER OF HOME RUNS TO ELECTRIC PANEL AND CIRCUIT AS NOTED. #8 INDICATES WIRE SIZE: IF NO INDiCATiON, USE ', #12 ," '"--- SMALL HASH, NUMBER OF HOT OR SWITCHED ~_ CONDUCTORS -- LONG HASH: NUMBER OF NEUTRAL CONDUCTORS --BASH WITH POIN1, ISOLATED GROUND CIRCUIT IF NO INDICATION, USE ONE NOT AND ONE NEUTRAL MOTOR CIRCUITS - LARGE MOTORS SIZES SNOWN IN CENTER OF SYMBOL, FRACTIONAL SIZES NOT SHOWN. COORDINATE WITH HVAC DRAWINGS. COMBINATION MAGNETIC STARTER, SEE ONE LINE DIAGRAM FOR SIZE AND TYPE. DISCONNECT SWITCH, SEE ONE LINE DIAGRAM FOR SIZE. FUSED DISCONNECT SWITCH, SEE ONE LINE DIAGRAM FOR SWITCH AND FUSE SIZE. WP INDICATES DEVICE TO BE WEATHER-PROOF (NEMA $ OR ISOLATED GROUND RECEPTACLES OR CIRCUIT SEPARATE GROUNDING CONDUCTOR SHALL BE RUN WITH CIRCUIT CONDUCTORS, IN ADDITION TO THE EQUIPMENT GROUND. 208V 1 PHASE RECEPTACLE L6-NEMA20R UNLESS NOTED AS 30AMP THEN LG-NEMABOR GENERAL NOTES: 1) ALL ELECTRICAL WORK SHALL COMPLY WITH THE RULES OF THE NATIONAL ELECTRIC CODE, THE ELECTRICAL CODE OF THE CITY OF NEW YORK (WHEN APPLICABLE) AND ANY APPLICABLE LOCAL CODES. 2) THE MINIMUM SIZE WIRE SHALL BE #12 AWG COPPER AND ALL WIRE SHALL BE ENCLOSED IN A MINIMUM 3/4" CONDUIT. (MC CABLE ACCEPTABLE AS ALLOWED BY NEC) 3) THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE RESPONSIBLE TRADES TO CUT/PATCH/REPAIR ALL WALL, FLOOR, AND CEILING PENETRATIONS AS NEEDED AND TO MATCH EXISTING FINISH. 4) ALL FIRE RATED WALL PENETRATIONS MUST BE FiRE STOPPED, INCLUDING CONDUIT, CABLE TRAYS, ETC. 5) PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUIT RUNS SHALL BE PROPERLY SUPPORTED. 6) ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED 7) BALANCE PANELBOARD LOADS EQUALLY OVER ($) PHASES. 8) UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED INDOORS SHALL HAVE ANEMA 1 RATING AND ALL EQUIPMENT iNSTALLED OUTDOORS SHALL HAVE A NEMA 5R RATING. 9) PROVIDE LIQUIDTIGHT FLEXIBLE CONDUIT CONNECTIONS FOR ALL EQUIPMENT SUBJECT TO VIBRATION. 10) ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT SUPPLIED UNDER THIS CONTRACT SHALL BE PROVIDED WiTH PHENOLIC NAMEPLATES INDICATING THE PANEL NAME. 11) ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL REMAIN UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REWORK EXISTING WIRING TO MAINTAIN SERVICE TO EXISTING DEVICES NOT AFFECTED BY THIS WORK. 12) CIRCUIT NUMBERS SHOWN ON PLANS ARE FOR REFERENCE PURPOSES ONLY 13) REFER 10 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 14) PROVIDE ADDITIONAL #12 AWG GREEN COATED EQUIPMENT GROUND FOR ALL NEW 2DA AND 15A SINGLE POLE BRANCH CIRCUITS. 15) THE ELECTRICAL COIqTRACTOR SHALL AT THEIR OWN DISCRETION COMBINE HOME RUNS. UNSWlTCHED POWER FEED BLACK BLUE WNITEJ 2-LAMP JBLUE YELLOWlRAPIB START RED YELLOWI BALLAST LINE NEUTRAL LAMP 1 I: LAMP 2 r BLUF ~LACK YELL BODINE WHITE YELLOW EMERGENCY RED BALLAST RED WHITE BATTERY INDICATOR CONNECTOR LIGHT TYPICAL RAPID START BALLAST W/1 LAMP EMERGENCY NOT TO SCALE LIGHTING LEGEND: A SUSPENDED ACOUSTIC CEILING SYSTEM, SEE ARCHITECTURAL DRAWINGS FOR TYPE AND MOUNTING HEIGHT. NEW LIGHT FIXTURE, UPPER CASE LETTER REFERS TO TYPE - SEE LIGHTING SCHEDULE. NUMBER DESIGNATES CIRCUIT. LOWER CASE LETTER DESIGNATES SWITCHING GROUP. CEILING OR WALL MOUNTED ILLUMINATED EXIT LIGHT. SHADED SECTION INDICATES LIGHTED FACE WITH LETTERS, ARROW INDICATES DIRECTIONAL EXit SIGN. ALL EXIT FIXTURES SHALL RE POWERED BY REGULAR POWER WITH BATTERY BACK-UP. ALL EXIT FIXTURES TO BE CENTERED ON EXIT WAY UNLESS OTHERWISE NOTED. ALL EXIT FIXTURES SHALL BE MOUNTED WI]H CENTERLINE AT 7' 6" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. SEE LIGHTING SCHEDULE FOR MANUFACTURERS INFORMATION. HVAC SUPPLY DIFFUSER: SHOWN FOR INFORMATION ONLY. HVAC RETURN REGISTER, SHOWN FOR iNFORMATION ONLY. NEW LIGHT SWITCH, CENTERLINE MOUNTED AT 48" ABOVE FINISHED FLOOR, MAXIMUM, "3" DENOTES 3-WAY SWITCH "M" DENOTES MASTER SWITCH "D" DENOTES DIMMER SWI1CH LOWER CASE LETTER DENOTES SWITCHING (SEE CORRESPONDING NUMBER IN LIGFIT FIXTUI?F SYMBOL) GENERAL LIGHTING NOTES: 1) NO DEVIATION IN THE LIGHTING PLACEMENT WILL BE PERMITTED WITHOUT THE APPROVAL OF JAMES, LASALA & ASSOCIATES, LLP. 2) GENERAL LIGHTING: THE ITEMS SPECIFIED ESTABLISH THE STANDARD FOR THE SCOPE OF WORK TO EXPEDITE THE CONSTRUCTION SCHEDULE. SUBSTITUTION OF MATERIAL MAY BE SUBMITTED BY THE CONTRACTOR TO JAMES, LASALA & ASSOCIATES, LLP FOR REVIEW AND CONSIDERATION. NO SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF JAMES, LABALA & ASSOCIATES. .5) THE ELECTRICAL CONTRACTOR SHALL AT THEIR OWN DISCRETION COMBINE HOME RUNS, HOWEVER ALL CIRCUITS SERVING FLUORESCENT LIGHTING SHALL HAVE INDEPENDENT NEUTRALS. 4) LIGHTING FIXTURE SUPPORTS SHALL BE AS PER SPEC SECTION 16050 (BASIC METHODS & MATERIALS) AND SHALL IN NO INSTANCE BE SUPPORTED BY CEILING GRID STRUCTURE LIGHTING SCHEDULE FIXTURE TYPE SYMBOL DESCRIPTION WATTAGE VOLTAGE MANUFACTURER MODEL NO. NOTES SUSPENDED, SEMI-DIRECT FLOUR. 171P-2TS-DC12 A I I LIGHT FIXTURE. PENDANT MOUNTED 64 120 NEO-RAY IDB-SI-RP PETITE NUAGE BO2-D.W, WALL B I I MOUNTED DIRECT/INDIRECT 64 120 NEO-RAY 3O2DIW 2TB O-IEB- LUMINAIRE SI-RP PENTA FLEX TM, PERIMETER DIREOT C ~ WALL WASH 64 120 NEO-RAY S79PF/2T8/-/IEB-SI BTRAIGHT AND NARROW, B I I SURFACE MOUNTED FLOUR. 64 120 NOE-RAY 23DSDL/2T8/ETG1-1DB LIGHT FIXTURE 3U/590 ~' KAPP CEILING-MOUNTED LUMINAIRE STUDIO ITALIA E CRYSTAL CLEAR 120 DESIGN T" WAVE 14"H BY B"H STUDIO ITALIA F WALL-MOUNTED LUMINAIRE 120 DESIGN FORBTED WHITE GLASS G 0 4" DOWNLICHT BO 120 NEO RAY HD4/4201-L1 Fl ~ 4" MEDIUM BEAM DOWNLIGHT 100 120 NOE-RAY HD4 4501-L1, W/ WALL WASH I--1 =4 RECESSED FLOUR. LUMINARIES S224R 2T8-ETG-IEBSI J DIREC]/INDIREC1 120 NEO-RAY F'~ 2X2 RECESSED FLOUR, LUMINARIES S222R 2T8 ETG-IEBSI J1 DIRECT/INDIRECT 120 NEO-RAY COOPER I ~ I INDUSTRIAL OPEN PAN FLOUR. 120 LIGHTING 1A-232-120V-EBSI LIGHT FIXTURE EXTERIOR BOLLARD LUMINARE K ~ WEDGE BOLLARD 120 ~NAPER LIGHTING 982-AP-CFL2-120-BK- BK-36 POST TOP LUMINARE (2) FIXTURE 982-PT-2-CFL/2-120V- L ~ CONFIGURATION 120 SHAPER LIGHTING BK-BK-8'-4" RECESSED DOWNLIGHTS, MTO0 MTOOT-73OS/73BS M ~ METAL HALIDE, 7$OS-7OWMH 12D ,UARTZ RESTRIKE (70W NH) (120-277_ W/ 1775 FRISNEL 3Y HALO GLASS LENS .~ BOCA 612, 50PAR20 N LUMIERE, NON ADJUSTABLE UP 12B COOPER LIGHTING 120V,1BK,T LIGHT ZUMA 1203, INCAN. LOW VOLTAGE PROVIDE LOW P ~--~ STEP LIGHT, MOUNT 12" ABOVE 24 COOPER LIGHTING VOLTAGE FINISHED DECK TRANSFORMER NYNAVN WALL MOUNTED DOWN NYW-/I BW/CW6X24Q-2- R O~ LIGHT, COPPER FINISH (MOUNTED 120 120-COP AS SHOWN ON ELEVATIONS) X ~¢ EDGELIT RECESSED EXIT LIGHT LED 120 SURE LITES EUR70 EM ~ ~l EMERGENCY LIGHTS 120 120 SURE LITES CC4-WH 1) ADDLING 'E' TO FIXTURE TYPE REQUIRES BODINE EMERGENCY BALLAST. 2) ALL FIXTURES SHALL IBEW APPROVED. JLA PTB ?J ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631,232.1556 JOB ~ 08AE-0001~ GIACALONE CT8, P.O. STREET ALE, NEW FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN ~1 ~' INSTRUMENT OF SERVICE|/T-~ AND ARE THE PROPERTY I/Immm OF THE ARCHITECT /I I'~ I~r INFRINGEMENTS WILL BE II J.-.J~,.~l.~. I PROSECUTED ii. FpROJECT SANTOR INI BEACH RESORT 3800 DUCK PO1NVD I~OAI) CUTCHOGU]E, NIEW ¥ORIq_ 11935 r DRAWING DATE DRAWN BY SCALE A~-NOTED CHECKED BY PROJECT o;m~.ol SHEET OF DRAWING NO. ,/ / / / '%¸ NO TE: ~.~ LIGHTING C ITS THIS SHEET UNLESS OTHERWISE NOTED [TERIOR LIGHTING CONTROLLED BY :LOCK ,/ ,/ ./ / / ,/ ./ ./ / /' 12b~ ,/'~12° / <// I 1 2b v 1 2b 12a DC1-57 FIRST FLOOR LIGHTING PLAN DC1-37 DC1-57 ,/ / / / / 4 IO/Ol/2OlOl ISSUED TO BLDG. DEPT. 3 IV14/20~01 ,SSUED TO OWNER 2 Il/mOGUl ,SSUEO TO OWNER I 5/16/20081 ISSUED TO BLDG. DEPT. EV DATE DESCR PTION JLA JLA PTB PTB BY · MEP JAMES, LASALA & ASSOCIATES, LLP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.232.1556 JOB # 08AE-00014 oNSZ GIAOALONE HITECT8, P.C. NKLIN STREET GDA[ [,TEL:(516)420. FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 f~THESE PLANS ARE AN ) ~ ~ /INSTRUMENT OF SERVICE/I 3TM~-= r~/ /AND ARE THE PROPERTY /I I~-~ ~-~ ~.~aI |OF THE ARCHITECT /I I;~o1~1 J~l/ /INFRINGEMENTS WILL BE /I L.~I~,~[~, ~./ [,PROSECUTED ~[~ ~ PROJECT SANTOPdNI BEACH RE SORT 3800 DUCK POND ROAI) CUTCHOG-UE, INVIEW YORK 11935 r DRAWING ~= I~T F=:~L~ ./x,T-q. DATE DRAWN BY SCALE A~-NOTEI~ CHECKED BY PROJECT om2~,el SHEET OF DRAWING NO. E-02 TOP OF SHAFT (BY F.A. TYPICAL (BY F,A, TYPICAL) i F A.C.P. F.A ~RECALL FUNDTLON IN ELEV CONTROLLER LFIRE ALARM CONTROL PANEL WITH 'ADDRESSABLE' PROGRAMMING SUCH THAT SMOKE DETECTORS IDENTIFIED AS 'RECALL' SHALL ACTIVATE REEAY IN ELEV CONTROLLER R PIT ADDRESSABLE SMOKE DETECTOR (TYPICAL) 3RD FLOOR TLEADDRESSABLE SMOKE DETECTOR (TYPICAL) 2ND FLOOR ~TO NEXT DEVICE S ~RADDRESSABLE SMOKE DETECTOR (TYPICAL) 1ST FLOOR N.C. 120V SOLENOID AC FIVATED BY SHUNT TRIP 120V 2#12 BY E,C. WET // TOP OF SHAFT ~CEIL 5RD FLOOR 2ND FLOOR 1ST FLOOR (TYP HEAT ?)ETECT0 RS EMR PIT T.O.S, EDP-2 120/208V 3¢ ELEV FEED FROM HOUSE PANEL MUST BE LOCKABLE IN OPEN POSITION MUST BE EXTERNAELY OPERABLE COOPER BUSSMAN FUSED SWITCH WITH SHUNT TRIP (LOCATED IN THE ELEV. MACIIINE ROOM) TO ELEV CONTROLLER BY F.A. LOOP A EDP 1 / / 24V BY F.A. VOLT MONITOR SNUNT co,z~)~l ISOLATION} CONTACT LOOP 24V BY F.A. '--ISOLATION RELAY VOLTAGE MONITOR CONTACT --SHUNT TRIP AUX CONTACT 1 ELEVATOR NTS SHUTDOWN WIRING SITE i~,~TAININd BALL AH-1 DC1-7!9,11 DC1-31,33,5 IlL 28 cP e ~ cHV1-2,4 %, LP1 HV1 PANEl RP1 ~5 EDP PANEl. RP1-22,24 ELEVAT OFPICE ,/ ,/ / % / '", WIRE GUARI ( 4' ~LL CIRCUITS ITC PANEL 'RPI' ~OTHERWISER NO (UNLESS 1ED). WP ~P 1-26 I~l~c~ ~,L. ~//,~Pi1-29.31 FIRST FLOOR 1/8"=1 '-0" POWER PLAN ,/ ,/ '%, / / / / / GFI ISSUED TO BLDG. DEPT. JLA ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT. PTB DESCRIPTION BY ¢ JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.15~6 JOB ~ 08AE-00014~ i E NGIACALONE CT$, P.C. / STREET J ALE, NEW YORK 11735 TEL~83 FAX:(516)420-0195 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POiNI) ROAD CUTCHOGLTE, NEW YORI( I 1935 [[DRAWI N G I~T FlOOr--.4 f=~L./x,N DATE DRAWN BY SCALE A~-NOTE~ CHECKED BY PROJECT o~12~ol ;HEET OF DRAWING NO, E-03 DC1 VIA T~ME SECOND FLOOR 1/8"--1'-0" 17 7 6bc~ .? INCANDASCE~T LOW VOLTAGE ' STEP LIGHT. 1'2~V REMOTE TRANSFORMER RE0.xt{ I RED LIGHTING PLAN LP2-J2 LP2-10 , LP2-19 o7~h~ 15 SWITCh, BANK FOR Mubq .PURPOSE ~OOM GOE~ TO LP2 NOTE! CIRCUITS THIS SHEET UNLESS OTHERWISE (J ,/ ,/ / ,/ ./ ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DESCRIPTION JLA TM JLA PTB PTB BY · JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.232.1556 JOB ~ OBAE-O0014 LiTEuN GIACALONE c'rs, P.C. STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAI) CUTCHOOUE, ]qlEW YORK 11935 DRAWING DATE SCALE AS-NOYED PROJECT DRAWN BY CHECKED BY SHEET OF DRAWING NO. ~O NOTES 1. CONTRACTOR TO INTERCONNECT DRY CONTACT ON ANSUL SYSTEM TO SHUNT TRIP BREAKER- TO SHUT-OFF ALL ELECTRIC OUTLETS UNDER HOODS. 2. CONTRACTOR TO DO ALL ROUGHINGS AND MAKE ALL FINAL CONNECTIONS TO EQUIPMENT. CONTRACTOR TO FURNISH ALL TRIM, ACCESSORIES, DISCONNECTS, CONTACTORS, SWITCHES, RELAYS ETC AS REQUIRED. $. CONTRACTOR TO MAKE ALL INTERCONNECTIONS AND CONTROL WIRING AS REOUIRED. 4. EXHAUST FAN LOCATED ON ROOF SHALL BE CONNECTED VIA HOOD CONTROLLER. COORDINATE WITH MECHANICAL CONTRACTOR FOR MORE INFORMATION. DEl- , ,8 10 1; KITCHEN HOOD ~'-SYST~M AMPi& ~ 19 sou. Dl~ ~ / 2 SECOND 1/8"=1' 0" FLOOR POWER PLAN 8 '%ALL CIRCUITS THIS ~H~ETIOOES TO PANEL 'R~2/~.iUNLESS OTHERWISE 8 1-15,15 DCI-52,54,36 12 12 17 ~1, ,/ BREAK-OUT ROOM 15 HV1 / / 30 15 EF-5 / / / / / / / ,/ / / %%., / '¥~ %.., ISSUED TO BLDG. DEPT· ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG· DEPT. DATE DESCRIPTION JLA ! PTB ! JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.232.1556 JOB ~ 08AE-O0014 DLiNC~ACALONE CT$, P.O. / STREET m ALE, NEW YORK 11735 TEL~83 FAX:(516)420-0195 THESE PLANS ARE AN ') INSTRUMENT OF SERVICE//T AND ARE THE PROPERTY //~E-uUU OF THE ARCHITECT //1~ I~1 ~1 w,,, ,E jL,.,..,.,.5 "PROJECT SANTORINI BEACH RESORT 3800 DUCK POIqI) ROAI) CUTCHOGUE, NEW YORK I 1935 · DRAWING DATE DRAWN BY SCALE AG-NOTDD CHECKED BY PROJECT oa2~ol ~HEET OF DRAWING NO. E-05 TH ~22 TO DCtIG VIA 12V REMI TRANSFORMER TE LI EF-6 18 GOES TO ILP2 NLESS OTHER ISE NOTED THIRD FLOOR LIGHTING 1/8"= 1' 0" PLAN ,/ ? ,/ / / 'x',x, ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER JLA JLA PTB PTB ISSUED TO BLDG. DEPT. DESCRIPTION BY ~ JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592,2660 FACSIMILE: 631.232.1556 JOB ~ 08AE-00014 ~ACALONE CT$, P.C. IN STREET I FARMINGDALE, NEW YOrK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN INSTRUMENT OF SERVICE| |T AND ARE THE PROPERTY//1~[.~ I~ ~1/ OF THE ARCHITECT //1~ I~! ~1/ INFRINGEMENTS WILL BE /I ,J..~,l~,.,~..[| PROSECUTED · PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NI~W YORK 11935 DRAWING DATE DRAWN BY SCALE A,S-N©T]:~ CHECKED BY PROJECT o~1~,o~ SHEET OF DRAWING NO. F-_-06 THIRD FLOOR POWER PLAN >2-32 HV1-20,22,2, RTU-2 RTU-1 WP HV1-26,28,50 EWC 23 2.5 ~V1-32,34,36 WP 90A I EF-6 / / / ,/// ~ '%, / - % ~) ISSUED TO BLDG. DEPT. JLAJ JLA J PTB J ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DATE DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JOB # 08AE-00014 IEHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK TEL:(516)420-8383 FAX:(516 FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN ') ( ' INSTRUMENT OFSERVICEIIT~ ~ ~ AND ARE THE PROPERTY //jg~ I~-~. ~.~1 OF THE ARCHITECT /I I~1~;I ~1 INFRINGEMENTS WILL BE /I J--.~l.&. ! PROSECUTED ,) [~ .~ · PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 1 1935 · DRAWING DATE DRAWN BY SCALE ,~S-NOTED CHECKED BY PROJECT o~12b.Ol SHEET OF DRAWING NO. E 07 /- ELECTRICAL PANEL SCHEDULE: LP1 PANEL NAME: LIGHTING PANEL CKTI LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT NO! DESCRIPTION ~ ~ w ~ DESCRIPTION No. A B C ~ .o ~ ~= A B C SUB TOTAL LEFT IDB4 /300 ~ 1472 1304 2434 SUB TOTAL RIGHT VOLTAGE (~SPH):( 120/208 ) HERTZ:60 WIRES:4 lC: FED FROM:~V1 PANEL ELECTRICAL PANEL SCHEDULE: LP2 PANEL NAME: LIGHTING PANEL CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (v.A.) CKT NO. DESCRIPTION ~ ..¢, DESCRIPTION NO. A B C ~ ~o ~o ~ A B C I ROOM LIGHTING 1024 ' 20 1 20 1320' ROOM LIGHTING 2 3 ROOM LIGHTING , 1200 20 1 20 : :, 780 STORAGE LIGHTING 4 S ROOM UGHTING '' 832 ~20 1 20 , '' 500 STORAGE LIGHTING 6 7 HALLWAY LIOHTINO 948 ,' 'i 20 I 20 816 ': ,: LOBBY LIGHTING 8 9 SIDE LIGHTING ' i' 64O ': 20 1 20 1024 ROOM LIGHTING 10 11 BIDE LIGHTING ' : ', 640 20 1 20 : 1024 ROOM LIGHTING 12 13 HALLWAY LIGHTING 860 :' , i, 20 1 20 768 , ,, ," STAIR CHANDELIER 14 15 TOLLET SIDE LIGHTING ' 704 20 1 20 600 ,, CIRCULAR STAIRS LIGHTING 16 17 CORRIDOR LIGHIlNG '; 800 20 1 20 840 SIDE ROOF LIGHTING lB 19 LOBBY LIGHTING 684 ' , ,' 20 1 20 448 CORRIDOR CHANDELIER 20 104 20 1 20 924 SIDE ROOF LIGHTING 22 21 STAIRS LIGHTING , , 28 SPARE , :,, 20 1 20 SPARE 24 25 SPARE :,,, , : ' 20 1 20 ' SPARE 26 27 SPARE , , : 20 1 20 ; SPARE 26 31 SPARE 20 1 20 , SPARE 32 20 1 20 SPARE 34 53 SPARE , 35 SPARE 20 1 20 SPARE 8E 57 SPARE 20 1 20 SPARE 38 59 SPARE 20 1 20 SPARE 40 41 SPARE 20 1 20 200 EXIT LIGHTS 42 SUB TOTAL LEFT 15016 ]2648 i2272 J 5352 5328 2564 SUB TOTAL RIGHT VOLTAGE (~I~TSPH):( 120/208 ) HERTZ:60 WIRRS:4 lC: FED FROM:HV1 PANEl SOLID NEUTRAL: YES HEIGHT: WIDTH: DEPTH: GROUND LOCATION: MAIN BUS AMPS: MAIN LUGS:lO0 MAIN DKR: MANUFACTURER & MODEL NO.: LOCAl 3 MADE ELECTRICAL PANEL SCHEDULE: RP1 PANEL NAME: RECEPTACLE PANEL CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT NO DESCRIPTION ~ ~ DESCRIPTION NO. A B C ~ ~ ~ ~ A B C 1 5 OUTLETS 900 20 1 20 720 ; 4 OUTLETS 2 3 5 OUTLETS 540 20 1 20 540 8 OUTLETS 4 8 3 OUTLETS '' ,,, ; , 540 20 1 20 900 5 OUTLETS 6 7 1 OUTLET ~80 20 1 20 540 3 OUTLETS R 9 1 GFI OUTLET 180 20 1 20 360 2 OUTLETS 10 180 20 1 20 SPARE 12 1 ELEVATOR CFI OUTLET ' , 13 OVERHEAD DOOR 750 ~ 20 1 20 1000 ,: PANTRY REFRIG 14 15 DACT i! 500 20 1 20 1500 PANTRY DISHWASHER 16 SUB TOTAL LEFT ~4555~5420 JS045 J 8900 4220 2080 SUB TOTAL RIGHT 8555 7640 5125 SUR TOTAL LEPT & RIGHT TOTAL: [21320 ] VOLTAGE (~/SPH):( 120/206 ) HERTZ:60 WlREG:~ lC: FED PROM:MOP ELECTRICAL PANEL SCHEDULE: HVl PANEL NAME: THREE PHASE PANEL CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT NO DESCRIPTION ~ ~ ~ ~ DESCRIPTION HO. A B C ~ ~ ~ ~ A B C SUB TOTAL LEFT ~ 15952 J14092 J 16776 16776 16776 SUB TOTAL RIGHT 32069 32728 30868 SUB TOTAL LEFT& RIGHT TOTA~ J95665 ] SOLID NEUTRAL:YES HEIGHT: WIDTH: DEPTH: GROUND LOCATION:ELECTRICAL ROOM ELECTRICAL PANEL SCHEDULE: RP2 PANEL NAME: RECEPTACLE PANEL CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT NO. DESCRIPTION ~ ~ ~ DESCRIPTION NO. A B C E ~ ~ ~ A B C 20 1 26 720 GENERAL RECEPTACLE 2 1 CFI RECEPTACLE 720 S TV 800 20 1 20 i 800 OVEN 4 5 MICROWAVE ' ' 1000 ;20 1 20 1000 FREEZER 20 1 20 900 GENERAL RECEPTACLE 8 7 Gl'l 720 9 FREEZER , 1000 20 I 20 900 GENERAL RECEPTACLE 10 ' ,: 360 20 1 20 720 BREAK ROOM RECEPTACLE 12 20 1 20 720 ,-- 0FI 14 13 GENERAL OUTLET 720 15 HAND DRYER i 1500 20 1 20 1800 i HAND DRYER 16 17 CFI RECEPTACLE 720 20 1 20 600 OVERHEAD PROTECTOR 19 GENERAL RECEPTACLE 720 ; 20 1 20 1500 , DISR WASHER 20 21 GENERAL RECEPTACLE 720 20 1 20 SPARE 22 25 EWC 1000 20 1 20 1500 DISH WASHER 24 25 EWC 1000 20 1 20 ~ SPARE 26 27 BATHROOM CFI OUTLET 560 15 1 20 1200 EWC 28 29 GFI OUTLET , 540 15 1 20 ' 1200 EWC 50 34 37 58 SUB TOTAL LEFT ~880 ~5620 I 3840 4200 5020 SUB TOTAL RIGHT 7720 8080 8640 SUB TOTAL LEFT & RIGHT TOTAL: [24440 ] VOLTAGE O;~$PH):( 120/208 ) HERTZ:60 WIRES:4 lC: FED FROM:MOP MAIN BUS AMPS:lO0 MAIN LUGS: MAIN BKR:IO0 MANUFACTURER & MODEL NO.: LOCAL S MADE * CONTRACTOR SHALL PROVIDE SHUNT TRIP BREAKER AND SHALL BE INTERFACED WITH FIRE SUPPRESSION SYSTEM. ELECTRICAL PANEL SCHEDULE: DC1 PANEL NAME: DATA CENTER PANEL CKT LOAD PER PHASE (V.*.) LOAD PER PHASE (V.A.) CKT NO. DESCRIPTION ~ ~ DESCRIPTION NO. A B C ~ E .o fi_. A B C 1 DATA CENTER LIGPITING 1512 ~ 20 1 20 1024 ' 'T DATA CENTER LIGHTING 2 S DATA CENTER LIGNTING 448 20 1 20 ' :: 768 ' i DATA CENTER LIGHTING 4 5 ELEVATOR ACCESSORIES ] ]' i ,, ' 800 20 1 20 " EXTERIOR LIGHTIND 6 ,, 15 : 12984 $00 - 16 17 ': , , , , 12984 ] SO0 18 TOTAL: [203312 ] VOLTAGE (~/SPH):( 120/208 ) HERTZ:60 WIRES:4 lC: FED PROM:EMERGENCY PANEL 1 TO BLDG. DEPT. JLA ! ,SSUED TO OWNE. I JLA / ISSUED TO OWNER PTB ! ISSUEDTO BLDG. DEPT. PTB ! DESCR PT ON BY J 6/01/2010 1/14/2010 DATE JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.232.1556 JOB f~ 08AE-O001~ GIACALONE CT$, P.C. STREET ALE, NEW YORK 11735 ~0-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SER\ AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED rPROJECT RESORT 3800 DUCK POD ROAI) CUTCHOGUE, ]NxEW YORK l 1935 ' DRAWING =~,NEL T=L,z~N DATE DRAWN BY SCALE AD-NOTE~ CHECKED BY PROJECT om2~,o~ SHEET OF D~WING NO, E-08 ELECTRICAL PANEL SCHEDULE: CP PANEL NAME: COMPUTER PANEL LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT CKT NO. ~ ~ DESCRIPTION NO DESCRIPTION ~ o o · A B C A B C TOTAL: I I FROM LIPA TRANSFORMER 4 SETS OF (4) 750KCMIL, #250G, 4"C SWITCHBI~ARD 2000AMP 120~/208V 5¢ 4W 4#500,#2GND, 4#1 ,#SGND, ILPI(SU9 PANEL) ILP2(SUB PANEL) 4#I,#SGND, IN 1-1/4"C 2000A SP IOOA 5P JR REFER TO PANEL SCHEDULES 4#I,#SGND, IN 1-1/4"C 3P TYPE C 200K ONE-LINE DIAGRAM NOT TO SCALE 41500A 3P 4 SETS OF: 4 #500,~, ~3/0 GND, IN ELECTRICAL PANEL SCHEDULE: EDP PANEL NAME: EMERGENCY DISTRIBUTION PANEL CKT LOAD PER PHASE (V.A.) LOAD P£R PHA$£ (V.A,) CKT .o DESCRIPTION D ~ DESCRIPTION No. A B C ~ ~o ~o ~ A B C TOTAL: I I 4 SETS OF: 4 #soo, #3/0 GRD, IN 4"C 16DOA 8P 4 SETS OF: 4 #5oo,~ I ~3/o o?£, / IN 4 C J EDP PANEL JIOOA 4#1 ,#SGND, IN 1-1/4"~ GEN SET GENERAC POWER SYSTEM INC. 600KW,75OKVA 120/208V, 3PH, 4 WIRE 1 _'7 120/208v 3¢ 4W I800 3 SETS OF (4) 3SOKCMIL, #l/DC S-~/2"C 3P 2 SETS OF: (4) 350kcrrnil, . #lC 3-1/Z"C REFER TO PANEL SCHEDULES 80DA ~OA 5P TYPE C 200K "A1 ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DATE DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB # 08AE-00014 A~8~8~QIACALONE CT$, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ~383 FAX:(516)420-O 195 ARE AN NSTRUMENT THE PROPERTY INFRINGEMENTS WILL BE PROSECUTED PROJECT SANT OR12XlI BEACH RESORT 3800 DUCK PO]NI) ROAD CUTCHOGLTE, INrEW YORK 11935 ' DRAWING PANEL 5CNEDULE AND ONLINE DIAC=~APfl DATE SCALE AS-NOTED PROJECT o~12~ Gl DRAWN BY CHECKED BY ;HEET OF DRAWING NO. E-09 D~N~T~S SIT~ I~T,AININd #2 (TYP) AH-1 hlALL ~.,LBO 7E ,-#6 rYP) "i /-SEE DETAIl 4 \ WATEI~ MAIN 2/q AWG IN 1'C SEB NOTE 1 :/ EXTERIOR "% CLOSET '\ ~QUIPMENT %ROUN~DING :PEI¥STAL GROUND (TYP)! EXTERIOR ''% 1/8"=1'-0' -/ 4c ./ AREA ,/ 'X GENERAL NOTES: 1. ALL BENDS SHALL BE 1 FOOT MIN. TURNING DESTINATION. RADIUS. INSTALL FIBER TAGS ON BOTH ENDS INDICATING 2. RESISTANCE TO GROUND SHALL BE MEASURED AT S OHMS OR LESS. 3. FOR ELECTROLYTIC GROUNDING SYSTEM, ALLTEC CORPORATION RON HARWELL 1 800 203 BOLT CONTACT: 4. GROUNDING CONDUCTORS SHOULD BE PLACED IN NONMETALLIC CONDUIT. IF A GROUNDING CONDUCTOR HAS TO BE ROUTED THROUGH METALLIC CONDUIT, BOTH ENDS MUST BE BONDED TO THE GROUNDING CONDUCTOR. PRE GALVANIZED FINISH UNISTRU? NOTE: UNISTRUT MAY BE MOUNTED VERTICALLY OR HORIZONTALLY DEPENDING ON THE LOCATION OF WALL FRAMING COPPER GROUND--~ BAR 1/2"x13xl/2" LOCKNUT (TYPICAL LOCKWASHER (TYPI[ 3/8" BOLTS TREADED INTO STEEL APPLICABLE ANCHOR s) BAKELITE OR POLYESTER-FIBERGLASS-- INSULATOR 1/2" THREADED ROD 3 ~NG DETAIL COPPER BUSBAR IMC OR RIGID BONDING BUSHING #10 BONDING WIRE GROUND TERMINATION (BOTH ENDS) COPPER GROUND CONDUCTOR NOTE: DDNTRACTOR SHALL INSTALL BONDING BUSHING AT BOTH ENDS OF OONDUIT, II PEDESTAL ~..~WH ~X, GROUNDING CLAMP 'HARGER' OR EQUAL #2 GRD~ WIRE~vv RAISED FLOOR PANEL METAL FRAME /~#2 GRD WIRE PEDESTAL (TYP) ISSUED TO BLDG. DEPT. 1/14/2010 ISSUED TO OWNER 1/23/2009 ISSUED TO OWNER 5/16/2008 ISSUED TO BLDG. DEPT. DATE DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JOB ~ ,LA] 08AE-O0014 ~PoTE~BoE~TAL GROUNDING DETAIL ~GIACALONE ] : ,,.c. / 1431 CONKLIN STREET / J FARMINGDALE, NEW YORK 11735 J TEL~-8383 FAX:(516)420-0195 iC) ~ 0 1-3/4" 7/4 0 0 0 0 0 o o o o o o / O 0 0 (O O-- 0 0 0 0 COPPER GROUND BAR ~1/2'' BOLT HOLES 0 © 0 0 O 0 ~O O 0 0 0 0 O '0 O 0 O 0 N, CONNECTIONS TO BUSBAR SHALL BE DOUBLE HOLE LUG COMPRESSION TYPE BOLT HOOLES 2.5" ~ ~ 1.5"~ ~/1~"o ~IA%~ 0 0 0 ~ FABRICATOR SHALL INSCRIBE NOTE AT EACH END OF BAR (1/4" TEXT HT. MIN.) DETAIL OF NOT TO SCALE LAB GROUND BAR THESE PLANS ARE AN ) f INSTRUMENTOFSERVICE//1TM ~ ~ AND ARE THE PROPERTY//J~.~ j~_% ~1 OF THE ARCHITECT Il IB~ l~l ~BI ~4RFoR~?EEDNTS WILL BE jL,.~,.; "PROJECT SANTORII'qI BEACH lq_ESORT 3800 DUCK POND ROAD CUTCHOGCTE, 1NIEW YORI~ 11935 · DRAWING ELECTRIC,~L DATE DRAWN BY SCALE AS NOTED CHECKED BY PROJECT omas.ol SHEET OF DRAWING NO. E i0 GENERAL FIRE ALARM NOTES: 1) ALL CIRCUITS MUST BE CHECKED FOR OPENS, GROUND FAULTS AND SHORTS BEFORE CONNECTING TO CONTROL PANEL. 2) ALL DETECTION, AUDIBLE/VISUAL AND INITIATION DEVICE CIRCUIT WIRES MUS] BE SUPERVISED. THEREFORE. NO PARALLEL BRANCHING OF NON ADDRESSABLE CIRCUITS IS PERMISSIBLE. 5) DETECTORS SHALL NOT BE LOCATED (WITHIN 5 FEET) IN DIRECT AIR STREAM FROM SUPPLY AIR OUTLETS. 4) ALL SHIELDS TO BE CONTINUOUS AND iSOLATED FROM GROUND. 5) ALL FIRE ALARM WIRING SHALL BE IN MINIMUM 3/4" EMT. 6) ALL DETECTION WIRING SHALL BE CLASS "A". 7) CONTRACTOR kS RESPONSIBLE FOR PERMITTING AND APPROVAL DOCUMENTATION. 8) CONTRACTOR AND VENDOR ARE JOINTLY RESPONSIBLE FOR FINAL TESTING AND SYSTEM ACCEPTANCE. 9) CONTRACTOR SHALL BID THIS JOB TO CODE. 10) CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR BIDDING, PRICING AND PERMITTING PURPOSES. 11) CONTRACTOR SHALL FURNISH AND INSTALL A FULLY COMPLIANT FIRE ALARM SYSTEM. FIRE [] [] [] [] ALARM LEGEND FIRE ALARM CONTROL PANEL DIGITAL ALARM COMMUNICATOR TRANSMITTER MANUAL FIRE ALARM PULL STATION FIRE HORN/STROBE COMBINATION FIRE STROBE PHOTO-ELECTRIC SMOKE DETECTOR "ER" DENOTES ELEVATOR RECALL HEAT DETECTOR DUCT DETECTOR, SUPPLIED AND iNSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY FIRE ALARM CONTRACTOR ELEVATOR RECALL INTERFACE RELAY FLOW SWITCH TAMPER SWITCH REMOTE FIRE ALARM ANNUNCIATOR PANEL FIRE SPRINKLER PANEL RELAY, POWER AND MONITOR SPRINKLER SOLENOID 10" WATERFLOW BELL CIRCUIT BREAKER WITH SHUNT TRIP DIGITAL ANALOG MODULE [] SHUTDOWN RELAY SRD FLOOP 2ND FLOQF TO OFFICE (EAST WING MOTE~ FACP SUPERVISORY TROUBLE & Al.ARM 1ST FLOOR 120V > FACP ELEVATOR SHUNT TRIP BOTTOM/TOP OF ELEVATOR SHAFT/ELEVATOR MACH. ROOM SPRINKLER SOLENOID VALVE FIRE ALARM NOT TO SCALE RISER DIAGRAM MANUAL PULL STATION SMOKE DETECTOR HEAT DETECTOR DUCT DETECTOR PRE-ACTION SUB SYS1EM HALON SUB-SYSTEM WATERFLOW SWITCH TAMPER SWITCH SPRINKLER CONTROL VALVE FA SYSTEM LOW BATTERY OPEN CIRCUIT GROUND FAULT NOTIFICAIION APPLIANCE CIRCUIT SHORT CONTROL UNIT NOTIFICATION REOUIREB FIRE SUpPLEMeNTARY ANNUNCIATION SAFETY CONTROL ENCE OF OPERATIONS GRID ,,Al JLA ! PTB ! ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT, DATE DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.252.1556 JOB ~ 08AE-00014~ EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 kTEL:(516)420-8383 FAX:(516)420-O 195 ITHESE PLANS ARE AN ) ~ INSTRUMENT OF SERVICE/I r ~ ?'1' I AND ARE THE PROPERTY /I I.~R~u IR?. ~Ul I OF THE ARCHITECT /I IBUU lull [;BI I INFRINGEMENTS WILL BE /I I ~,..,,~.~..[I PROSECUTED ,.) [,,__.~___.~.~ PROJECT SANTORINI BEACH P-~,SORT 3800 DUCK POND RO~_D CUTCHOG'IJIE, N]EW YORK 11935 · DRAWING F= I 1~ /". I ./k. DATE DRAWN BY SCALE AS-NOTEP CHECKED BY PROJECT o~12~01 SHEET OF DRAWING NO. NOTES 1) COORDINATE WITH SPRINKLER CONTRACTOR FOR LOCATION OF ALL SOLENOID VALVE. CONTRACTOR SHALL INTERFACE WITH FIRE ALARM CONTROL PANEL. REFER TO DETAILS IN ELECTRICAL FIRST FLOOR POWER PLAN ON SHEET E-05. 2) CONTRACTOR SHALL INTERFACE THE SHUNT TRIP BREAKER WITH FIRE ALARM CONTROL PANEL. REFER TO DETAILS IN ELECTRICAL FIRST FLOOR POWER PLAN ON SHEET E-03, 5) FLOW SWITCH, TAMPER SWITCH AND PRESSURE SWITCH FOR DRY AND WET SYSTEMS SHALL BE INTERFACED WITH FIRE ALABM CONTROL PANEL. CONTRACTOR SHALL COORDINATE WITH SPRINKLER CONTRACTOR FOR MORE iNFORMATION. FIRE ALARM FIRST 1/8"=1 '-0" FLOOR PLAN d REMOTE FIRE1 ALARM ANNUNCIATO[ PANEL / ,/ / ./ % '%, ISSUED TO BLDG. DEPT. JLA ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT. PTB DESCRIPTION BY ~ JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.252.1556 JOB ~ 08AE-00014 GIAcALONE CTS, P.C. STREET ALE, NEW YORK 11735 TEL~83 FAX:(516)420-0195 THESE PLANS ARE AN ) ~ INSTRUMENT OFSERVICE||T-~ ~ ~ AND ARE THE PROPERTY //1~ IS~. ~1 OF THE ARCHITECT /I I~;~1~1 ~1 INFRINGEMENTS WILL BE /I J.__,l~,~.A- .t PROSECUTED .)( ~ ' PROJECT SANTORINI BEACH RESORT 3800 DUCK POIN]2, RO2KI) · DRAWING DATE DRAWN BY SCALE A$-NOTEP CHECKED BY PROJECT oaaeol SHEET OF DRAWING NO. FA-02 SUPPRESSION SYSTEM WITH FIRE ALARM II ,/ / FIRE ALARM / %, %, ,/' SECOND FLOOR PLAN © © © © / / ,/ / ,/'/ · ' ,/' /' ,% %, /' . / /' /' ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DATE DESCRIPTION JLA JPT"; JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1536 JOB ~ 08AE-00014 ?GIACALONE CTS, P.C. IN STREET Al FARMINGDALE, NEW YORK 11735 TEL:(516)4-20-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN l [E~I INSTRUMENT OF SERVICE AND ARE THE PROPERTY ~uu OF THE ARCHITECT .~ INFRINGEMENTS WILL BE PROSECUTED 'PROJECT SANTORINI BEACH RESORT 3800 DUCK i°O1ND I>,.OAD CUTCHOGU-E, NEW YOR~ 11935 DRAWING DATE DRAWN BY SCALE AS-NOTEE~ CHECKED BY PROJECT OllaeOl SHEET OF FA-03 NOTE 1. CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR SMOKE PURGE SYSTEM AND SHALL INTERFACE WITH FrEE ALARM CONTROL PANEL. PROVIDE AND INSTALL ALL WIRING, RELAY AND CONDUIT AS REQUIRED. FIRE ALARM 1/8"=1' 0" THIRD ,/ FLOOR PLAN _ I[ ,/ / / ,/ ,/ __SMOKE(NoTE 11~URGE SYSTEM! ,/ / / / // / / / / / / / / / / / / / / ISSUED TO BLDG· DEPT· 1/14/2010 ISSUED TO OWNER 1/23/2009 ISSUED TO OWNER 5/16/2008 ISSUED TO BLDG. DEPT. DATE DESCRIPTION JLA J PTB J ?J JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JOB # 08AE-00014 LI'N GIACALONE CTS, P.C. STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED "PROJECT SANTORll~I BEACH RESORT 3800 DUCK POD ROD CUTCHOGLTE, NEgW YORK 1 1935 ' DRAWING DATE DRAWN BY SCALE A5 NOTLP CHECKED BY PROJECT o~12e,el SHEET OF DRAWING NO. FA 04 LEGEND EXISTING STEEL MEMBER STEEL RESTRAINING STRAP 'C' CLAMP ROD (SIZE AS REQUIRED) PIPE *CLEVIS HANGER * CLEVIS HANGERS RLOUIRED ON PIPING LARGER THAN 1". GENERAL PURPOSE HANGERS MAY BE USED ON PIPING 1" OR SMALLER 45' ELBOW FINISH FLOOR '~BUSHING W/ 1/2" SMOOTH BORE CORROSION RESISTANT OUTLET INSPECTORS TEST CONNECTION DETAIL NOT TO SCALE PRODUCT LEGEND DRAIN RISER RISER MECHANICAL TEE STYLE 920N USER SERIES 771H OS&Y GATE VALVE (CRV X CRV) USED FIRELOCK ZONE CONTROL RISER MODULE SERIES 747M FIRELOCR 90 DEC ELBOW RD 001 FIRELOCk EZ RIGID COUPLING STYLE 009 (OR) RIGID COUPLrNG STYLE 005 SPRINKLER SYSTEM LISTED FM APPROVED FLOW SWITCN (STSTEM SENSOR MODEL WFD) PRESSURE GAUGE ISOLATION VALVE FOR GAUGE NOT USED SBUT OFF VALVE (OFFSET HANDLE FOR ACCESS ON BOTH SIDES) GLASS (VISIBLE FROM BOTH SIDES/ AND DRAIN VALVE (HANDLE ON BOTH SIDES) GROOVED DRAIN CONNECTION SEE VICTAULIC SUBMI~AL NUMBER 10 9B 17) FIRELOCK CAN BE MOUNI'EB IN THE HORIZONFAL OR VERTICAL UPFLOW FOJITION NEW SPRINKLER SUPPLY BRANCH OR MAIN PIPING SIZE PER DRAWING NOTES CEILING HOLE DIA. 1 5/4" MIN. 2 1/4" MAX. FINISHED ) BUILD '~ STRUCTURE CEILING -,~%, ]]~'PARTITIoN,EXISTING FIRE .~ ~ IN FIELD SLEEVE FINISH MATCHES HEON PLATE ~ ~,~ ESUTCHBON SLEEVE SHALL BE TWO LARGER THAN PIPE 3,, WITH VALVE APPROVED CONSTRUCTION PIPING SERVICES DIVISION NEW I RATED CONS1 VERIF' ZONE CONTROL RISER VALVE ASSEMBLY SYSTEM SERIES 747M, & SERIES 771 PIPE U.L. LISTED FIRE STOPPING MATERIAL WITH EQUIVALENI RATING TO PARTITION PENETRATED PER SPECIFICATION NEW OR EXISTING FIRE RATED PARTITION, CONSTRUCTION VARIES DENOTES CHANGE IN PIPING HEIGHT. CONCEALED PENDENT SPRINKLER HEAD, 185 BEG F, ORIFICE, VIDTAULIC MODEL V3806,*'P' DENOTES PREACTION SYSTEM SIDEWALL SPRINKLER HEAD; 165"F, 1/2" ORIFICE VICTAULIC MODEL V2718 BUILDING STRUCTURE FIRE STOPPING 1, ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ENSURING THAT EXISTING AND NEW PENETRATING ARE PROPERLY FIRE STOPPED WITH THE FOLLOWING: A, THE FIRE STOPPING SYSTEM AND COMPONENTS SHALL BE AS MANUFACTURED BY 3M NO SUBSTITUTIONS SHALL BE PERMITTED. B. METAL PIPES OR CONDUIT THROUGH BLOCK WALL USE UL SYSTEM NO. CAJ1044 AND BM PRODUCT DP25 WB & CAULK. C. METAL PIPES OR CONDUIT THROUGH GYPSUM WALLS USE UL SYSTEM NO. WL 1001 AND SM PRODUCT CP 25 WB & CAULK O PIPE PENETRATION AT RATED PARTITION NOT TO SCALE MINIMUM CEILING HOLE SIZE: 2-1/8" DIA. MAXIMUM CEILING HOLE~ SIZE: 2-1/2" DIA.~ 3-1 TO 48" MINIMUM CEILING HOLE SIZE: 2-1/8" DIA. MAXIMUM CEILING HOLE~ SrZE: 2 1/2" DIA. MIN. 1" ~, FINISHED CEILING MIN. 1" MAX. 1-5/8" MAX. 1-5/B" HED CEILING NEW UPRrGHT SPRINKLER HEAD, 155 DEG F. 1/2" ORIFICE, VICTAULIC MODEL V2703. MANUAL SPRINKLER RELEASE FLOW SWITCH VALVE TAMPER SWITCH RISER MANIFOLD - VICTAULIC MODEL #747 ALARM CHECK VALVE- VICTAULIC FIRE LOOK MODEL #751 SPRINKLER NOTES: 1 THE INSTALLATION COMPONENTS, SIZING, SPACING, MATERIALS LOCATION CLEARANCES, POSITION AND TYPE OF SYSTEM SNALL CONFORM TO NFPA 13, NYS UNIFORM FIRE PREVENTION BUILDING CODE LATEST EDITION, AND NASSAU COUNTY FIRE MARSHALL 2. SPRINKLERS SHALL BE PROTECTED AGAINST FREEZING AND INJURY AS PER NFPA CODE. 3, INSPECTION AND TESTS OF SPRINKLER SYSTEM SNALL BE CONDUCTED AS SPECIFIED IN NFPA CODE. 4. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 15, 5. PIPING SPECIFICATIONS, PIPE SCHEDULES, SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION, DAMAGE FITTINGS, VALVES, HANGERS, SPRINKLERS, GUARDS AND SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 15 LATEST EDITION. 6. STOCK OF EXTRA SPRINKLERS WILL BE FURNISHED AS PER CHAPTER 3 OF NFPA 13 (REQUIRED FOR EACH TEMPERATURE RATING). 7. SPRINKLER ALARMS WILL RE IN ACCORDANCE WITH NFPA 1.3. 8. SPACING, LOCATION AND POSITION OF SPRINKLERS SHALL BE IN ACCORDANCE WITH NFPA 13. 9. ALL BLIND SPACES EXCEEDING 6 rNCHES IN WIDTH OR DEPTH WHICH CONTAIN COMBUSTIBLE MATERIAL SHALL BE SPRINKLERED. 10, ALL PIPING PASSING THROUGH WALLS SHALL COMPLY WITH NFPA FOR FIRE PROOFING. 11. DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE IN ACCORDANCE WITH NFPA 1.3. 12. PROVIDE SCWA A WATER SUPPLY LETTER WITH FLOW TEST DATA. 15, ALL PIPES PASSING THROUGH FOUNDATION WALLS TO BE PROTECTED. 14. ALL VALVES SHALL BE IDENTIFIED AS REOUIRED BY NFPA 13. 15. DRAINAGE TO CONFORM TO NFPA 13. 16. A ONE PIECE REDUCING FITTING OF GOOD DESIGN SHOULD BE USED WHEREVER A CHANGE IS MADE IN THE SIZE OF PIPE AS PER NFPA 13. 17, ALL VALVES ON CONNECTIONS TO WATER SUPPLIES AND IN SUPPLY TO SPRINKLERS SHALL BE APPROVED O.S.&Y. OR APPROVED INDICATOR TYPE WITH TAMPER SWITCHES. 18. DRAIN VALVES AND TEST VALVES SHALL BE APPROVED TYPE AS PER NFPA 1,3. 19. HANGERS SHALL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED, SPRINKLER PIPING SHOULD BE BE SUPPORTED BY ADJUSTABLE HANGERS PER NFPA 13, 20. PROVISIONS SHOULD BE MADE TO FACILITATE FLUSHING SYSTEM PIPING BY PROVIDING FLUSHING CONNECTIONS CONSISTING OF A CAPPED NIPPLE 4" LONG ON THE END OF THE CROSS MAIN, AS PER NFPA 13. 21. SPRINKLER SHALL BE AN APPROVED TYPE AS PER NFPA 13. 22. TEMPERATURE RATING SHALL COMPLY WITH OF NFPA 13. 2,3. CLEARANCES BETWEEN SPRINKLERS AND STORAGE OR PARTITIONS AS PER NFPA 1S. 24. SPACING AND LOCATION OF SPRINKLER SHALL COMPLY WITH NFPA 1.3. 25. CONTRACTOR TO COORDINATE HIS WORK WITH OTHER TRADES. 26. HEAT IS TO BE PROVIDED THROUGHOUT THE ENTIRE AREA THAT PIPING, EQUIPMENT AND HEADS ARE INSTALLED. 27. ONLY EXPERIENCED SPRINKLER MECHANICS TO WORK ON THE SYSTEM. 28. ALL PIPING TO BE A MINIMUM OF 1" UNLESS OTHERWISE NOTED. 29, PROVIDE WATER SHIELDS OVER ALL / SURFACE MOUNTED ELECTRIC PANELS AND EQUIPMENT IN ELECTRICAL ROOMS PER NFPA & LOCAL FIRE MARSHALL REQUIREMENTS. ~0. PROVIDE SI-lOP DRAWINGS FOR REVIEW TO LOCAL FIRE MARSHALL, WITH HYDRAULIC CALCULATIONS TO INSURANCE UNDERWRITER AND ENGINEER FOR APPROVAL PRIOR TO INSTALLATION, 31. ALL EQUIPMENT APPROVED/LISTED FOR FIRE PROTECTION SERVICE. 32. ALL REQUIRED SIGNS MUST BE PROVIDED. 33. THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE GROUND AND UNDERGROUND PIPE SHALL BE SUBMITTED TO THE FIRE MARSHALL PRIOR TO APPROAL OF THE INSTALALATION. 34. UNDERGROUND PIPING INCLUDING WHERE IT ENTERS THE BUILDING WILL BE SUPPORTED AS SPECIFIED NY NFPA 24 PERTAINING TO PODDING, CLAMPING AND THRUST BLOCKING OF THE PIPE. GENERAL NOTES: 1. THE SPRINKLER SYSTEM AND ALL DEVICES RELATED TO THE SPRINKLER SYSTEM HAVE BEEN SHOWN IN THESE DRAWINGS FOR DESCRIPTIVE PURPOSES, SO THAT THE CLIENT MAY OBTAIN ACCURATE BIDS. THESE ARE NOT SPRINKLER DESIGN DRAWINGS. DESIGN DRAWINGS WITH HYDRAULIC CALCULATIONS SHALL BE SUBMITTED fO THE BUILDING DEPARTMENT BY A LICENSED SPRINKLER DESIGNER AND CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL BE LICENSED IN THE STATE OF NEW YORK AND THE LOCAL MUNICIPALITY. --SPRINKLER MAIN DRY PENDENT RECESSED SPRINKLER HEAD NOT TO SCALE ISSUED TO BLDG. DEP7 JLA ' ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT, PTB DATE DESCRIPTION MEP JAMES, LASALA & ASSOCIATES, LLP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1556 JOB ~ 08AE-00014 GIAOALONE ITECTS, P.O. KLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN 'l ( INSTRUMENT OF SERVICE//T~ ~'~ 7--~ AND ARE THE PROPERTY //~Euu~ I~_~$ ~2_~1 OF THE ARCHITECTJ Ib~l J~BI INFRINGEMENT8 WILL BEII I PROSECUTED ,,1~ . · PROJECT SANTORINI BEACH 3800 DUCK POD ROAI) CUTCHOG'UE, NTEW YORK 11935 DRAWING F I F~EE f~OT~TION ~ NOTE5 F~L~N DATE DRAWN BY SCALE A~-NOTEP CHECKED BY PROJECT om2a,¢~ SHEET OF D~WlNG NO. FP-01 AIR COMPRESSOR WALL OR RISER MOUNTED f VICTAULIC SERIES 769 FIRELOCK NXT PREACTION SYSTEM CHECK VALVE PRE-ACTION ALARM VALVE OS&Y VALVE WITH SUPERVISORY SWITCH FIRE SUPPLY MAIN '4~ SPRINKLER RISER 2" MAIN DRAIN VALVE TO EXTERIOR 6) AIR SUPPLY LINE 7~ ALARM LINE 8,, ALARM TEST PRIMING FILL CUP ~10\ DRIP CUP Eli> ELECTRIC CIRCUITRY TO ALARM PANEL BY ELECTRICAL CONTRACTOR ~' AIR COMPRESSOR, WALL MOUNTED 1/4 HP ~ ACCELERATOR AND AIR COMPRESSOR GAUGE ~,~ LOW PRESSURE ALARM LOW PRESSURE TROUBLE INDICATOR NOTES' 1, AIR MAINTENANCE SWITCH MUST BE COMPRESSED AIR DEVICE AND LOW AIR PRESSURE PROVIDED ON ALL DRY PIPE SYSTEMS SUPPLY REQUIRING SAME. ALL SYSTEM PIPING MUST PITCH BACK TO DRY PIPE VALVE ASSEMBLY, OR DRAIN PIPING MUST BE PROVIDED (BY THE SPKRINKLER CONTRACTOR) TO INDIVIDUAL DRY SYSTEM AUXILARY DRAINS AS PER NFPA #13 REQUIREMENTS. PRE-ACTION VALVE ASSEMBLY PIPING AND TRIM PIPING MUST BE COMPLETE WITH ALL PIPING, VALVES, FITTINGS, ETC, AS PER MANUFACTURERS REOUIREMENTS AND NFPA #15 CODE REQUIREMENTS. PRODUCT LEGEND RESTRICTED ORIFICE/ALARM LINE 8RAIN REOUCINC BUSHING REDUCINO BUSHINO ALARM PRESSURE SWITCH SYSTEM TESI VALVE UPRIGHT SPRINKLER VIOTAULIC MODEL V27 (OPEN) FIRE ALARM CONTROL PANEL (BY OTHERS) TROUBLE BELL SYSTEM SENSOR SS24 6, 24V~C, POLARIZED A LEFT SIDE VIEW B FRONT VIEW C PLAN VIEW * MEASUREMENTS DENOTED WfTH AN ASTERISK fARE OPTIONAL EQUIPMENT INTO ACCOUNT NOMINAL SIZE 2 ?R1 mm 3 4 1651 mm 8 TO SPRINKLER SYSTEM FROM SOURCE OPEN SPRINKLER SERIES 751 ,FIRELOCK ALARM CHEQI< VALVE STATION 120 VAC FACP (BY OTHERS) TROUBLE & ALARM ANNUNCIATORS (22) C US ~ LISTED I I / /' FIRST 1/8"=1 ' 0" FLOOR FIRE SPRINKLER PLAN THIS AREA IS PROTECTED BY SEPARATE PRE ACTION SYSTEM I I 4" UNDERGROUND BY ,/ / / ,/ / / ,/ / /' ,/ DATA \ FIRE ELECTRIC ETC. FOR A FULLY FUNCEIO PRE-ACTION FIRE SPRINKLER SYSTE ELECTRIC BELL/ A" VICTAULIC FIFE LOCK 751 ASSEMBLY W/ FLOW SWITCH, ELECTRIC BELL, ETC. FOR A FULLY FUNCTIONAL WET FIRE SPRINKLER SYSTE~ FRST FLOOR PARTIAL FIRE SPRINKLER PLAN 1/4"--1'-0" ,/ / ,/ / / / ISSUED TO BLDG· DEPT· ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG· DEPT· DESCRIPTION JLA JLA I PTB J PTB / BY JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 6.31.592.2660 FACSIMILE: 651.2.32.1556 ,.lOB ~ 08AE-O00' IEHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ITHESEPLANS ARE AN INSTRUMENT OF SERVlCE|I p ¢ '1~ I ANDARETHE PROPERTY II I-~ I~i-~ ~EI I OF THE ARCHITECT Il I~%"~ I~'r J~l I INFRINGEMENTS WILL BE /I I ~...~.& ~.1 PROSECUTED .)~.-- r PROJECT SANTORINI BEACH RESORT 3800 DUCK POND RO~ CUTCHOGUE, NEW YORK 11935 DRAWING · T'-'-[ t-- CF. DATE DRAWN BY SCALE AS-NOTED' PROJECT 0~12~ Gl CHECKED BY SHEET OF DRAWING NO. 2 t (~) SECOND 1/8"=1' O" FLOOR FIRE SPRINKLER PLAN © © RISER !TO 5RD FL~ ~ABOVE 2NO FLOOR CEILING (HIGH) J RIB, EI~' W~LOOR CONTROL / ./ / / / / / / / '%%, / , '%, 6/01/2010 ISSUED TO BLDG. DEPT. 1/14/2010 ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DATE DESCRIPTION ,.Al JLA ! PTB ! JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.252.1556 JOB ~ O~AE-O0014 1GIACALONE CTS, P.C. 431 CONKDN STREET FARMINGDALE, NEW YORK 11735 ~)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN ] INSTRUMENT OF SERVICE/II-~ ~-~ ~-r AND ARE THE PROPERTY //~g~ I~-~ OF THE ARCHITECT H I~ '~' ~' · PROJECT SANTOR INI BEACH 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK I 1935 r DRAWING DATE DRAWN BY SCALE A~-NOTED CHECKED BY PROJECT om2~,.ol SHEET OF THIRD EF 6 1" DN~ ./' / NON -A~ESSIBLE ARE~' NOT SPRINKLERED ,/ FLOOR FIRE SPRINKLER PLAN / %. / / / '%, %,. / / /' / /' ,% '% ,/ · % '% ,/ '%, ./' / / %, '% 4 16/01/2010 3 11/14/2010 2 11/23/2D09 1 15/16/2008 EV I DATE ISSUED TO BLDG. DEPT. JLA ISSUED TO OWNER JLA ! ~SSUED TO OWNER I PTB / ISSUED TO BLDG. DEPT. I PTB / DESCRIPTION I BY ,) JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISL~NDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651,232.1536 JOB ¢ 08AE-00014 GIACALONE CTS, P.O. IN STREET ALE, NI FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ; ARE AN AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED ORINI BEACH I RESORT I · DRAWING DATE DRAWN BY SCALE AE-NOYEI~ CHECKED BY PROJECT o~2gol SHEET OF D~WING NO. ROOF TOP UNIT SCHEDULE AREA EXTERNAL TOTAL SENSIBLE NOMINAL MBH MBH VOLT UNIT SERVED S.P./IN. CFM/H.P. MBH MBH TONS IN OUT FLA MOCP /PHASE MFg'R MODEL REMARKS RTU-1 1ST. FLOOR 1.0 5200/2 89.7 65.0 7.5 180 144 43.9 60 208/5 LENNOX LGAOBOM4B-PKGE/7.STON PROVIDE ECONOMIZER W/ENTHALPY CONTROL, POWER EXHAUST, TWO STAGE RTU-2 MULTI-PURPOSE ROOM 1.0 4750/5 147.3 98.7 12.5 240 192 69.9 90 208/3 LENNOX LGC150S4B-PKGE/12.STON MODULATING GAS VALVE. RTU-5 2ND. FL. & 3RD. FL. CORRIDOR 1.0 5400/5 147.9 108.9 12.5 240 192 69.9 90 208/5 LENNOX LGC150S4B-PKGE/12.STON NOTE: INSTALL FIRE ALARM COMPATIBLE SMOKE DETECTORS IN ALL RTU RETURN AIR DUCTWORK SPLIT SYSTEM Ale CONDITIONING UNIT SCHEDULE AIR HANDLER FAN COOLING ELECTRICAL DATA E.A.T, UNIT AREA DB/MB TOTAL SENSIBLE MAX. CIR. TAG SERVED LOCATION CFM E.S,P. HP ('r) MBH MBH VOLTS/~/NZ MCA BKR. AMPS MFg'R MODEL REMARKS AH-1,2,3,4,5 DATA CENTER DATA CENTER 8400 0.5 3.0 80/67 174.5 162.7 208/3/60 108.2 150 LIBERT VH199A PROVIDE ELECTRIC REHEAT AND HUMIDIFIER AIR COOLED CONDENSER TOTAL UNIT UNIT HEAT E.A.T. gA.T. TOTAL MAX. CIR. TAG SERVED LOCATION REJECTION ('F) (*F) CFM S.P. NO. FANS VOLTS/~/HZ rLA BKR. AMPS MFG'R MODEL REMARKS CU-1,2,5,4,5 AH-1,2,5,4,5 ROOF 180 MBH 94 - - 2 208/5/60 8.5 15 LIBERT CD205 PROVIDE LOW AMBIENT KIT SPLIT SYSTEM AIR CONDITIONING SCHEDULE AIR HANDLER AIR COOLED CONDENSING UNIT COOLING SOUND UNIT AREA CAPACITY PRESSURE POWER FLA UNIT UNIT POWER FLA TAG SERVED CEM BTU/H LEVEL (DBA) (VOLTS/~/HZ) (AMPS) MFG'R MODEL TAG SERVED LOCATION (VOLTS/~/HZ) (AMPS) MrG'R MODEL WEIGHT AC-6 ELEV. MACH. RM. 11500 242 40 208-230/1/60 0.18 DAIKIN AC FTXS12DVJU CU-6 AC-6 OUTSIDE 208-230/1/60 15 DAIKIN AC RX12MVJU 100 NOTE: INSTALL ASP-MLS115 MINI LIME CONDENSATE PUMP FOR EACH AC UNITS FAN SCHEDULE AREA EXTERNAL VOLT UNIT SERVED S.P./IN. CFM RPM BHP FLA /PHASE MFG'R MODEL REMARKS EF-1 J.C. STORAge 0.75 75 1612 1/4 5.8 115/1 GREENHECK BSQ-70-4 FURNIBH WITH GRAVITY DAMPERS FACTORY DISCONNECT. EF-2 REST ROOM 0.75 150 1625 1/4 5.8 115/1 GREENHECK BSQ-70-4 Ef-5 ELEC. ROOM 0.5 220 1219 1/4 5.8 115/1 GREENHECK BSQ-80-4 EF-4 J.C. STORAGE 0.5 75 1216 1/4 5.8 115/1 GREENHECK BSQ-70-4 EF-5 REST ROOM 0.75 600 1644 1/4 5.8 115/1 GREENHECK BSQ-90-4 EF-6 REST ROOM 0.5 150 1594 1/4 5.8 115/1 GREENHECK BSQ-70-4 ELECTRIC HEATER SCHEDULE VOLTAGE TAG HEATER KW -- MAX MAX MFGR MODEL THERMOSTAT TYPE VOLTS PHASE BTU'S AMPS EWH-1,2 ELECTRIC 2.25 208 1 10240 10.8 MARKEL HF5515TRPW SEE NOTE 1 NOTES: 1. FURNISH WALL HEATER WITH WALL SLEEVE AND BUILT-IN T-STAT. DIFFUSER/GRILLE SCHEDULE ROUND NECK TAG MANUFACTURER MODEL SIZE DESCRIPTION SIZE MAX. CFM CEILING DIFFUSER, ROUND NECK, LOUVER FACE 6" 150 CD-A TITUS TDCA 24x24 FRAME TYPE 5 FOR LAY IN T-BAR CEILING. 8" 300 1 O" 490 CEILING DIFFUSER, ROUND NECK, LOUVER FACE CD-B TITUS TDCA 12x12 FRAME TYPE 1 FOR SURFACE MOUNTING. 12" 700 CEILINg DIFFUSER, ROUND NECK, LOUVER FACE CD-C TITUS TDCA 12x12 FRAME TYPE 5 FOR LAY IN T-BAR CEILINg. SIDEWALL SUPPLY REGISTER, WITH DOUBLE SR-A TITUS 300FL 12x8 DEFLECTION, HORIZONTAL FRONT BLADES. SIDEWALL SUPPLY REGISTER, WITH DOUBLE SR-B TITUS 300FL 8x6 DEFLECTION, HORIZONTAL FRONT BLADES. CEILING RETURN, BORDER TYPE 5 FOR LAY IN CR-A TITUS 350FL 24x24 T-BAR CEILINg. 3/4" BLADE SPACING. WHITE FINISH, OR APPROVED EQUAL I CEILING BORDER TYPE 1 FOR RETURN, SURFACE CR-B ~ TITUS 350FL 12x12 MOUNTING. 5/4" BLADE SPACING. WHITE FINISH, I OR APPROVED EQUAL SIDEWALL RETURN REGISTER, WITH DOUBLE RR-A TITUS 350FL 24x20 DEFLECTION, HORIZONTAL FRONT BLADES. LOUVER SCHEDULE AREA EXTERNAL WIDTH HEIGHT UNIT SERVED S.P./IN. CFM IN IN MFG'R MODEL REMARKS L-1 J.C. STORAGE EXHAUST 0.045 50 12 12 GREENHECK EDJ-450 FURNISH A~LOUVERS WITH BIRD SCREENS. L-2 REST ROOM EXHAUST 0.085 150 12 12 GREENHECK EDJ-450 L-3 ELEC. ROOM EXHAUST 0.099 220 12 12 GREENHECK EDJ-430 L-4 J.C. STORAGE EXHAUST 0.078 75 12 12 GREENHECK EDJ-450 L-5 REST ROOM EXHAUST 0.078 600 16 12 GREENHECK EDJ-430 GRAVITY VENTILATOR SCHEDULE AREA EXTERNAL MODEL THROAT AREA THROAT VELOCITY UNIT SERVED S.P./IN. CFM SIZE SQ.FT. FT./MIN. MFg'R MODEL REMARKS GV-1 5RD. FL. REST RM. 0.017 150 8 0.57 405.4 GREENHECK ORSR WITH ALUMINUM HOUSING, ALUMINUM CURB CAP W/PREPUNCHED MOUNTING HOLES. GENERAL NOTES 1) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH ALL NATIONAL, NEW YORK STATE CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL HVAC WORK IS PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH SEISMIC REQUIREMENTS. REFER TO WRITTEN SPECIFICATIONS FOR THE FULL PROJECT SCOPE. 5) DO NOT SCALE FROM THESE DRAWINGS. 4) THE EXACT MOUNTING HEIGHTS AND LOCATIONS OF ALL HVAC EQUIPMENT SHALL BE FIELB VERIFIED AND COORDINATED WITH ALL OTHER MECHANICAL, ELECTRICAL, ARCHITECTURAL AND STRUCTURAL SYSTEMS. 5) THE FINISH AND COLOR OF THE AIR DEVICES, AND ALL OTHER EXPOSED HVAC EQUIPMENT SHALL BE COORDINATED WITH THE ARCHITECT. 6) VERIFY ALL EQUIPMENT VOLTAGES WITH THE ELECTRICAL CONTRACTOR PRIOR TO ORBERING EQUIPMENT. 7) PROVIDE DISCONNECT SWITCHES FOR ALL HVAC EQUIPMENT INCLUDING WEATHERPROOF UNITS AS REQUIRED. 8) PROVIDE PHASE LOSS PROTECTION FOR ALL POLY-PHASE MOTOR DEVICES. 9) THE FINAL LOCATION OF AIR DEVICES MUST BE COORDINATED WITH THE REFLECTED CEILINg PLAN AND ALL OTHER MECHANICAL, ELECTRICAL, SPRINKLER, ARCHITECTURAL, AND STRUCTURAL SYSTEMS. 10) DUCT WORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL IN STRICT COMPLIANCE WITH THE LATEST EDITION OF THE ASHRAE, NFPA, AND SMACNA GUIDE RECOMMENDATIONS. ALL DUCTS TO HAVE PITTSBURGH TYPE LOCK FOR LONGITUDINAL SEAMS AND DRIVE SLIP / "S" SLIP FOR TRANSVERSE JOINTS. "DUCT-MATE" JOINT SYSTEM IS ACCEPTABLE IN LIEU OF PRIOR SEAM SYSTEMS. SIZES AS SHOWN INDICATE INSIDE CLEAR DIMENSIONS OF THE AIR PASSAGE. DUCT WORK SHALL E FULLY INSULATED AS PER APPLICABLE CODES AND WRITTEN SPECIFICATIONS. 11) DUCT SIZES MUST BE VERIFIED FOR CLEARANCES AT THE JOB SITE PRIOR TO FABRICATION. DIMENSIONS MAY BE CHANGED TO ACCOMMODATE CONSTRUCTION AS LONG AS EFFECTIVE CROSS-SECTIONAL AREA IS MAINTAINED. DUCT TRANSITIONS SHALL BE CONSTRUCTED WITH A SLOPE OF 1" TO 4". ALL DEVIATIONS FROM ORIGINAL CONTRACT DRAWINGS SHALL BE REVIEWED BY ENGINEER DURING THE SHOP DRAWING PROCESS. 12) PROVIDE ELBOWS OR TEES WITH TURNING VANES FOR ALL CHANGES Of DUCT DIRECTION. PROVIDE SPLITTER DAMPERS WITH LOCKING QUADRANTS IN ALL TEES. 15) PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO PROPERLY BALANCE EACH INDIVIDUAL AIR DISTRIBUTION SYSTEM. IF THE LOCATION OF THE BALANCINg DAMPER IS NOT DEFINED ON THE DRAWINGS, THE FOLLOWING MINIMUMS STANDARDS SHALL GOVERN. ALL SUPPLY, RETURN, AND EXHA~UST MAIN BRANCHES FROM TRUNKS, EACH SPLIT AND ALL SUB-BRANCHES FROM MAIN S SHALL INCORPORATE BALANCING DAMPERS. 14) PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO VIBRATING EQUIPMENT. THESE CONNECTORS SHALL BE INSTALLED IN CLOSE PROXIMITY TO SUCH EQUIPMENT. 15) PROVIDE FIRE DAMPERS WITH RATED ACCESS DOORS AT ALL DUCT PENETRATIONS THROUGH FIRE RATED WALLS, SMOKE AND FIRE STOPPINg, SHAFT, FLOORS, RATED CEILINGS AND PARTITIONS AS REQUIRED TO MAINTAIN ARCHITECTURAL FIRE RATINGS. REFER TO THE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LOCATIONS AND FIRE RATINg REQUIREMENTS. 16) ALL ACCESS DOORS REQUIRED IN GENERAL CONSTRUCTION ARE TO BE PROVIDED AND INSTALLED BY THE gENERAL CONTRACTOR. IT IS THE RESPONSIBILITY OF THE HVAC CONTRACTOR TO IDENTIFY SIZE, TYPE AND LOCATION OF SUCH DOORS FOR PROPER ACCESS TO ALL CONCEALED HVAC EQUIPMENT, VALVES AND OTHER RELATED EQUIPMENT. THE HVAC CONTRACTOR SHALL IDENTIFY THESE REQUIREMENTS ON A COORDINATED SHOP DRAWINg PRIOR TO SYSTEM FABRICATION AND INSTALLATION. 17) ALL WALL AND ROOF OPENINGS 12" X 12" OR LARGER ARE TO BE EOUIPPED WITH BURGLAR BARS USING 5/8" DIAMETER RODS RUNNING 12" ON CENTER IN BOTH DIRECTIONS AND WELDED AT ALL INTERSECTING POINTS. SECURE THE PERIMETER FRAME ASSEMBLY TO THE WALL OR ROOF FRAMED OPENINg. 18) ALL CEILING MOUNTED EQUIPMENT MUST BE SUPPORTED DIRECTLY FROM BUILDING STRUCTURE WITH COMBINATION SPRING AND NEOPRENE-IN-SHEAR HANGERS AND ROD. PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE LOAD. 19) SYSTEM BALANCING SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, REGULATIONS, PLANS AND WRITTEN SPECIFICATIONS. 20) PROVIDE 12V SMOKE DETECTORS WITH AUXILIARY CONTACTS. UPON ACTIVATION THE SMOKE DETECTORS SHALL SHUT DOWN THE AIR DISTRIBUTION SYSTEMS AND ACTIVATE A VISIBLE AND AUDIBLE SUPERVISOR SIGNAL AT A CONSTANTLY ATTENDED LOCATION VIA SPRINKLER/FIRE ALARM PANEL. 21) ALL DUCT MAINS FROM UNIT TO SHAFT TO BE INTERNALLY LINED. ALL REMAINING BRANCH DUCTWORK AND SHAFTS TO BE FOIL WRAP INSULATION. 22) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL WIRiNg FOR MECHANICAL SYSTEM. (MC) TO PROVIDE ALL MOTOR STARTERS, RELAYS CONTROL WIRING, TIMECLOCKS , THERMOSTATS, TEMPERATURE SENSORS AS REQUIRED FOR A COMPLETE OPERATING SYSTEM. COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR STARTER LOCATIONS THAT WILL BE POWERED BY (LC). ALL CONTROL WIRE CONDUIT TO BE INSTALLED BY (LC) WITH DRAG LINES COORDINATE WiTH (LC) FOR FINAL LOCATIONS. LEGEND NEW ........... NEW DUCTWORK: CONTRACTOR SHALL VERIFY ........... ALL CONDITIONS IN FIELD. DUCTWORK SHOWN WITH DASHEB INNER LINE IS TO BE INTERNALLY ~ LINED. SIZES SHOWN ARE CLEAR INTERNAL DIMENSIONS. CURVED SINGLE LiNE IS FLEXIBLE CONNECTION. NEW SUPPLY REGISTERS AS SHOWN ON SCHEDULE. NEW RETURN REGISTER AS SHOWN ON SCHEDULE.. SR NEW DUCT MOUNTED SUPPLY REGISTERS AS SHOWN ON SCHEDULE. VLI FD,AD CD CR CFM MOTORIZED DAMPER NEW VOLUME DAMPER NEW FIRE DAMPER & ACCESS DOOR CEILING DIFFUSER-SEE SUPPLY REGISTER CEILING RETURN-SEE RETURN REGISTER CUBIC FEET PER MINUTE THERMOSTAT (HONEYWELL 7500) SENSOR FOR PROGRAMMABLE THERMOSTAT SEQUENCE OF OPERATIONS gENERAL: FURNISH AND INSTALL A COMPLETE BUILDING MANAGEMENT SYSTEM AS MANUFACTURED BY ROBS ENTERPRISES INC. (718) 966-9292 OR APPROVED EQUAL. ROOFTOP UNITS; RTU-1,2,5 TO OPERATE OFF PROGRAMMABLE THERMOSTAT WITH A REMOTE SENSORS. RTU SHALL BE AUTOMATICALLY CONTROLLED BY MEANS OF A HONEYWELL 7300 PROGRAMMABLE THERMOSTAT. FINAL LOCATIONS OF SENSORS AND T-STATS TO BE COORDINATED IN FIELD. UNITS TO BE A GAS FIRED. THE UNit WILL HAVE A MODULATINg GAS VALVE. WHEN THE UNIT IS IN "COOL" MODE THE COMPRESSORS WILL CYCLE TO MEET ROOM SET POINT OF 75'F. WHEN HEAT IS REQUIRED THE GAS VALVE IN THE RTU WILL MODULATE TO MEET ROOM HEATING SET POINT OF 72'F. ENTHALPY CONTROL WILL ENABLE ECONOMIZER MODE FOR FREE COOLING. DURINg NORMAL OPERATION O.A, DAMPER WILL BE SET TO 20~; AND RETURN AIR DAMPER SET AT 60%. UNITS MUST BE PROGRAMMED FOR MORNINg WARM UP A MINIMUM OF 1 HOUR PRIOR TO OCCUPIED MODE. DURINg ECONOMIZER OPERATION ENTHALPY CONTROL FOR RTU'S TO HAVE O.A. DAMPERS MODULATE FROM 20%-100X. THE FACTORY INSTALLED COMPARATIVE ENTHALPY KIT SHALL PROVIDE INPUTS FOR ECONOMIZER CONTROL BASED UPON COMPARISON OF THE ENTHALPIES OF THE RETURN AND OUTDOOR AIR STREAMS. DURINg OCCUPIED MODE THE COOLINg AND THE HEATINg SET POINT WILL BE 75'F. DURING UNOCCUPIED MODE THE COOLING SET POINT WILL BE 80°F AND THE HEATING SET POINT WILL BE 65'E. ENTHALPY CONTROL WILL ENABLE ECONOMIZER MODE FOR FREE COOLINg. RTU-1,2,50.A. DAMPER WILL BE SET TO MAINTAIN A MAXIMUM OF 700 PARTS PER MILLION (PPM) OF CARBON DIOXIDE, WHEN THE C02 SENSOR READS A VALUE OF 700 PPM OR MORE O.A. DAMPER WILL OPEN. DURINg UNOCCUPIED MODE THE COOLING SET POINT WILL BE 85'F AND THE HEATINg SET POINT WILL BE 60'F. ENTHALPY CONTROL WILL ENABLE ECONOMIZER MODE FOR FREE COOLING. RTU SHALL BE AUTOMATICALLY STARTED/STOPPED BY MEANS OF A HONEYWELL PROGRAMMABLE THERMOSTAT. THE UNIT FACTORY INSTALLED SMOKE DETECTOR IF ACTIVATED WILL SHUT DOWN THE UNIT AND TRANSMIT A SIGNAL TO THE BUILDING FlEE ALARM. MC MUST COORDINATE WITH FIRE ALARM CONTRACTOR. SMOKE PRESSURIZATION FOR ATRIUM: UPON ACTIVATION OF SMOKE CONTROL SYSTEM BY FIRE DEPARTMENT, ALL FiRE SMOKE DAMPERS (FSD) ARE TO CLOSE, MD-1 IS TO CLOSE, MD-2 IS TO OPEN ALONG WITH FSD ON DUCT SERVING LOBBY, RTU-1 IS TO TURN ON AND GO INTO ECONOMIZER MODE TO PRESSURIZE ATRIUM. PRESSURE SENSOR LOCATION ON THIRD FLOOR SHALL TURN OFF RTU-1 WHEN PRESSURE RAISES ABOVE 0.1" & TURN ON THE UNIT WHEN THE PRESSURE DROPS BELOW 0.07". MCNYS 515.6. ISSUED TO BLDG. DEPT. JLA J ISSUED TO OWNER J JLA J ISSUED TO OWNER I PTB / ISSUED TO BLDG. DEPT. PTB ! DESCRIPT ON BY J JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB ~ 08AE-00014 AS ASZ GIACALONE ITECTS, P.C. 431 CONKLIN STREET FAR FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE) ~--~--~ AND ARE THE PROPERTY /I I~R IRig ~;J I OF THE ARCHITECT /I I~1~I ~1 I INFRINGEMENTS WILL BE J ~ PROSECUTED · PROJECT SANTORIINII BEACH 3800 DUCK POND ROAD CUTCI-IOGIJE. NEW YORK 1 1935 DRAWING DATE DRAWN BY SCALE A~-N©TED CHECKED BY PROJECT oql~b.ol SHEET OF DRAWING NO. H-Oi (S) 5/8" LIOUIE ,(5)1-5/8" SUCTION FROM CU TO AH -24x16 FROM RTU-I ON ROOF INSULATED REFRIGERANT PIPING LIQUID & 5/8"e SUCTION TO CU-1 CFM I ~1 6x4 ULATED ,/ / / ,/ / / / REMOTE FIREJ ALARM ANNUNCIATOI; PANEL HVAC FIRST FLOOR PLAN 1/5"= 1'-0" UP CD-A ,/ ,/ / EF-2x 100 eRdA ,/ / / / / ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DATE DESCRIPTION JLA JLA PTB JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLAND[A, NY 11749 TELEPHONE; 631.592.2660 FACSIMILE: 651.232.1556 JOB ~ 08AE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ,,TEL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN INSTRUMENT OF SERVICE|E1''-~ ~ 3'1' AND ARE THE PROPERTY//li~ I~i~. ~.~l OF THE ARCHITECT /I IE~E~ I~;I INFRINGEMENTS WILL SE/I ,,I--~'~..,[&. ,J. PROSECUTED -PROJECT SANTORINI BEACH RESORT 3800 DUCK POD ROAD CUTCHOGUE, NEW YORK 11935 DRAWING DATE DRAWN BY SCALE ~,5-N©T~ CHECKED BY PROJECT 0~12~.~1 SHEET OF DRAWING NO. 24x16 FROM RTU-1 ON TO 1ST. CO01~TE FINAL LOCAT, I~N OF CU UNITS WITH F~INAL SITE PLANS DETAIL 6x4 rFROM / INSULATED REFRIGERANT & PIP, lNG UP FORM UNDERGROUND (TYP] ~D-A RTU-5 RTU-$ / ~-8x6 FRO~f' ,/' / /' ./ / / ,/ /! CD-A 300 CFM 175i '~:FM ' /;/ :R-V ./ CFM '/ '~. '~. '~.~. / /' / / / / HVAC SECOND FLOOR PLAN ,/ ISSUED TO BLDG· DEPT· JLA / SSUEO TO OWNER I / ISSUED TO OWNER I PTa / ISSUED TO BLDG. DEPT. PTB ~ DESCR PT ON BY ,) MEP JAMES, LASALA & ASSOCIATES, LLP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1556 JOB ~ 08AE-00014 Z GIACALONE ITECTS, P.C. KLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-O 195 FTHESE PLANS ARE AN INSTRUMENT OF SERVICE1/T 1AND ARE THE PROPERTY IllDp I[]L;: ~'~[] IOF THE ARCHITECT //1~ Ig~'r ~' /INFRINGEMENTS WILL BE [,,PROSECUTED J( ' · · PROJECT SANTORIiNI BEACH RESORT 3800 DUCK PO1N]2) RO~D CUTCHOGLTE, ]NEW YORK l 1935 DRAWING DATE DRAWN BY SCALE AS-N©TED ICHECKED BY PROJECT O~I2~OI SHEET OF DRAWING NO. H-03 / / HVAC THIRD 1/8"=1'-0" ;H CURB TO RTU-2 FLOOR PLAN 24x16 DN. RTU-2 RTU-3 CR-B CR-B THROUGH ROOF W/GRAVITY VANTILATOR MAINTAIN PRESSURE ~OF WATER_~ GAUGE ~r~2R SMOKE PURG~S~YSTEM. / / / / ,/ ./ / / / , / /N N, / / 'N N / , ISSUED TO BLDG. DEPT. JLA ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT. PTB DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.232.1556 JOB ~ 08AE-00014 iTEGIACALONE CTS, P.C. KLIN STREET [ FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 ITHESE PLANS ARE AN INSTRUMENT OF SERVICE/ AND ARE THE PROPERTY //ID[]Ea OF THE ARCHITECT //b=g~ I~r ,~=1 I INFRINGEMENTS WILL BE |1 I ~,,.,~.~. ~. I PROSECUTED J~ J PROJECT SANTORINI BEACH RESORT 3800 DUCK POD RO-~) CUTCHOGUIE, NEW YORK 11935 ' DRAWING DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT 0~]2~oI SHEET OF DRAWING NO. H-04 TERMINAL BLOCK IN AIR HANDLER REMOTE MONITORING SYSTEM 77 78 REMOTE SHUTDOWN TERMINALS ADDITIONAL REMOTE SHUTDOWN TERMINALS COMMON ALARM TERMINALS ADDITIONAL COMMON ALARM TERMINALS FIELD END SWITCH DAMPER MOTOR CONTROL CONDENSATE PUMP HIGH FLOAT ALARM LIQUITECT ALARM INPUT 51 1ST ALARM RELAY CONTACT ~96 2ND ALARM RELAY CONTACT MAIN FAN ON/OFF STATUS ~45~ 82 REHEAT/HUMIDIFIER LOCKOUT 7o CONDENSER INTERLOCK SMOKE DETECTOR CONTACT LIEBERT CONTROLS NOT TO SCALE CONDENSATE PUMP FLOAT SWITCH RAC2-B LIEBERT7 CONTROLLER JN DUIT --HARDWIRED TO 120V POWER SOURCE ;24V POWER !SUPPLY (PROVIDED BY ELECTRICIAN) [~ ENDSWITCH ON AUTOMATIC DAMPER DAMPER MOTOR .... BY ELECT CONT, LOCATED I~2'f~CONDUiT .,~' RELAY IN ATS (TRANSFER · , SWTCH WLL AUTOMATCALLY .......... J i~ (2) #18 IN ........... 'J ~/2" CONDUit (2) #lB IN 1/2'- CONDUIT MODULE UNIT SECURITY WIRING NOTES: 1. PULL WIRES TO AND TERMINATE ON TERMINAL STRIP IN INTERFACE BOX (PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR). BOX LOCATION IS iNDICATED ON PLANS· SEE DRAWING "SECURITY DETAILS" FOR SPECIFIC TERMINAL POINTS LABELED AS AIR HANDLER FAILURE - AH#X.. 2. WIRE LIQUITECT ALARM POINTS IN SERIES (INCLUDE POINTS IN DRIP PANS, BOTTOM OF WET COLUMNS, ETC.) PULL WIRES TO AND TERMINATE ON TERMINAL STRIP IN INTERFACE BOX (PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR). BOX LOCATION IS INDICATED ON PLANS. SEE DRAWING "SECURITY DETAILS" FOR SPECIFIC TERMINAL POINTS· LEGEND CONTROL WIRING (BY ELECTRICAL CONTRACTOR) ............... SECURITY WIRING (BY ELECTRrCAL CONTRACTOR) ..................... REHEAT LOCKOUT WIRING (BY ELECTRICAL CONTRACTOR) WIRING DIAGRAM nob I INPUT POWEF b UNIT 1 0 ~o UNIT 2 b- Z 0 ~o UNIT S 0 ~o UNIT 4 o ~o UNIT 5 L,_ UNIT 6 ~0 UNIT 7 o -- ~0 UNIT 8 CONTRACTOR ~MUST RELOCATE JUMPER TO POSITION SHOWN, RAC 2-8 GENERAL: Auto sequence Temperature Slaglng Power FaBure Mode UNIT ZONE STATUS AH-1 1 RUN AH 2 I RUN AH-3 1 RUN AH-4 1 RUN AH-5 1 STANDBY Programming: STATUS: ON 7 DAYS OFF ON (Set Jumper to "ON" for all unBs) SHUTDOWN ALARM HOLD RESTART ON ALARM DELAY DELAY DELAY (minutes) (minutes) (minutes) Y 10 10 0.1 Y 10 10 0.2 Y 10 10 0.4 TO (4)#18 120V LIEBERT RAC2-8 TYPICAL ~POWER CONTROLLER TYPICAL/ AIR ~HANDLER ][ AH 8 AH 6 TYPICAL TERMINAL REMOTE SHUTDOWN 57 58 75 76 30MMON ALARM 0 NR°TATC°2s Aff LIEBERT CONTROLLER ~-% ON DISCHARGE AND CONDENSING UNIT ~ TO EXTEND ABOVE BY A MIN. OF 7.5" FLEXIBLE CONNECTOR~ & UNION NOTES: 1. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT BREAKER SIZES AND RATINGS. 2. REFER TO UNIT WIRING DIAGRAMS SHIPPED WITH DRY COOLERS FOR SPECIFIC TERMINAL BLOCK CONNECTION POINTS. 5. UNITS ARE FO BE MOUNTED ON VIBRATION ISOLATORS AND STRAPPED TO DUNNAGE. LIEBERT OUTDOOR CONDENSER INSTALLATION DETAIL NOT TO SCALE PCF NOTES: LIQUID RETURN (MAX, RUN 100') HOT GAS DISCHARGE (MAX. RUN 100') TRAPS 1/2" HUMIDIFIER WATER SUPPLY (BY MECH. CONT.) CONDENSATE PUMP, MOUNTED IN BOTTOM OF DRIP PAN FLEXIBLE CONNECTION & UNION (TYP) WATER DETECTION MODULE. CONNECT TO TERMINAL POINTS #24 & 51 IN AIR HANDLER 1. REFER TO POWER PLAN AND PANEL SCHEDULES FOR CIRCUIT BREAKER SIZES AND RATINGS. 2. REFER TO UNIT WIRING DIAGRAMS SHIPPED WITH AIR HANDLERS FOR SPECIFIC TERMINAL BLOCK CONNECTION POINTS. B. CONDENSATE PUMP IS SHIPPED LOOSE FOR FIELD MOUNTING. MOTORIZED DAMPER: CONNECT TO TERMINAL POINTS #88 & 89 IN ---AIR HANDLER. ELECTRICIAN TO PROVIDE SEPARATE 24V POWER SOURCE. FLEXIBLE DUCT CONNECTION SPRING ISOLATORS (TYP) LIEBERT WATER SENSING CABLE MOUNTED IN BOTTOM OF PAN, WITH HOLD DOWN CLIPS, CONNECT TO TERMINAL BLOCK IN AIR HANDLER. (INSTALLED BY MECHANICAL CONT., WIRED BY ELECTRICIAN) PROVIDE 18 GAUGE GALV. SHEETMETAL DRAIN PAN WITH 2" HiGH HEMMED LIP, SOLDERED ~_WATERTIGNT JOINTS. PAN SHALL BE 6" LARGER THAN UNIT FOOTPRINT. ALTERNATE: 2 1/2" ANGLE IRON FASTENED TO FLOOR WITH WATERPROOF CAULKING (BY MECH. SUBCONTRACTOR). ROOFTOP AIR HANDLING UNIT AS SCHEDULED LISTED FIRE STOPPING MATERIAL TYPICAL FLEXIBLE CONNECTION TYPICAL AIR & WATERTIGHT PENETRATION, TYP. COUNTER ROOF UP OVER CURB FACTORY CURB SUPPLIED W/ UNIT FRAMING SUPPORT FOR PENETRATIONS --REFER TO MECH PLAN FOR DUCT SIZES, TYP. 5 OFTOP AIR HANDLING UNIT VOLUME DAMPER RECTANGULAR TO ROUND DUCT TRANSITION METAL TIGHTENING TOP VIEW SUPPORTS TO UNDER SIDE OF STRUCTURE 6' O" MAX. LENOTH FLEX DUCT ~ ROUND DUCT TRANSITION METAL TIGHTENING CLAMPS SUPPLY AIR DIFFUSER VOLUME DAMPER ~ ROUNDED SHEET METAL SUPPORT SADDLES ELEVATION EXPANSION EXIST. SLAB~ (TYP.) ~ . . A/C UNIT~ ~ /,~ CAP FLASHING ~ ~ ' ~ ' ~ ~ " / 2" INSULATED PREFABRICATED CURB · * , FURNISHED ~ G.C, i " WITH CURB SPRING VIBRATION~ ISOLATOR OR SWING~ SPRING HANGER ~1/2" ROD (TYP, FOR 4) FAN UNISTRUT/ P-lO00 -COUNTER FLASHING BY CANT STRIP BY C.C. 1"x4" WOOD BLOCKING PRESSURE TREATED BUILDING STRUCTURE SHEET METAL SCREWS 1 1/2" FLAT STEEL STRAP HANGER FOR DUCTS OVER 49" WIDE TURN UNDER BOTTOM OF AND FASTEN -: '% LIfGHT FIXTURE LIINE OF FINISHED CEILING HANGER STRAP SCHEDULE DUCT SIZE HANGER SIZE SPACING UP TO 2 sq. ft 1" x 1/16" 8'- O" 2 TO 4 sq. ft 1" x 1/8" 8'- 0" 4 TO 10 sq. ff 1' x 1/8" 6'- 0" OVER 10 sq. fl 1" x 1/8" 4'- O" DUCT TRB DETAIL FOR AC UNITS COATED SURFACE OF INSULATION TO AIR STREAM SEPARATE SPEED CLIP WASHER~ TYPICAL STUD-WELDING PINS AND SPEED CLIP WASHER DOWN OVER PIN TO LINING ALL ENDS OF LINER COATED WiTH ADHESIVE ADHESIVE OVER COMPLETE SURFACE OF DUCT NOTES: 1. OMIT PINS AND WASHERS FOR DUCTS LESS THAN 8" WIDTH OR DEPTH. 2. ADHERE LINING TO SHEET METAL SURFACE WITH FIREPROOF ADHESIVE. S. DIMENSIONS OF LINED BUCTWORK ARE CLEAR INSIDE DIMENSIONS AFTER LININO HAS BEEN INSTALLED. FIRE SEPARATION RETAINING ANGLES BE FASTENED TO THE ENTIRE PERIMETER OF PLATE & COLLAR ONLY. (SEE NOTE #8) SEE NOTE #7 FOR CLEARANCE AND ANGLE OVERLAP, SEE NOTE #6 COLLAR (SEE NOTE CONNECTING GAUGE SHALL BE THE SAME AS COLLAR DUCTWOR~ 2" MIN. /// Z DOOR FRAME DOOR LATCH ACCESS DOOR (OPTIONAL LOCATION) FIRE DAMPER ACCESS DOOR 2" MIN. DUCT COLLAR CONNECTION (SEE NOTES #2 & 5) STEEL STUD FRAMED OPENING SEE ARCHITECTURAL SPECI- FICATIONS FOR DIMENSIONS BRANCH OR MAIN DUCT W/TYPE 'B' DAMPER NOT TO SCALE ISSUED TO BLDG. DEPT. JLA ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT. PTB DATE DESCRIPTION BY JAMES, LASALA & ASSOCLATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1556 ~OB f~ 08AE-O0014 I!EHASZ GIACALONE RCHITECT$, P.C. 1 CONKLIN STREET FARI EL:, FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 1. ALL FIRE DAMPERS SHALL BE RATED TO MAINTAIN THE RATING OF THE FIRE SEPARATION. THEY SHALL BE APPROVED AND LABELED BY THE UNDER- WRITER'S LABORATORIES (U.L.). THE INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S (U.L.) APPROVED INSTRUCTIONS. DAMPERS SHALL BE AS MANUFACTURED BY AIR BALANCE INC., AIR DAMPER MPG. CORP., AIRSTREAM PRODUCTS, INC., OR AN APPROVED EQUAL. 2. ALL DUCT COLLAR CONNECTIONS SHALL COMPLY WITH ASHRAE & SMACNA. 3. CONNECTIONS BETWEEN COLLAR AND DUCTWORK SHALL BE BREAKAWAY TYPE SUCH AS "S" SLIP, CRIMP, OR OTHER SLIP TYPE IN ACCORDANCE WITH SMACNA FiRE DAMPER GUIDE, 1970. A. GAUGES FOR COLLARS IN ROUND DUCT SHALL BE A MINIMUM OF 18 GA. SEE NOTE 12 BELOW. 5. AFTER THE INSTALLATION OF DAMPERS, THE CONTRACTOR SHALL SEAL AND TAPE ALL JOINTS FOR AIR TIGHTNESS. SEALANTS USED SHALL BE 3M COMPANY NO. 800; MIRACLE ADHESIVE CORPORATION OR AN APPROVED EQUAL AND GRAY VINYL DUCT TAPE AS MANUFACTURED BY NASHUA CORPORATION OR AN APPROVED EQUAL. 6. TO ALLOW FOR EXPANSION, DAMPERS SHALL HAVE A TOP CLEARANCE EQUIVALENT TO 1/8" FOR EACH FOOT OF DAMPER HEIGHT. THE SIDE CLEAR- ANCE SHALL BE 1/B" FOR EACH FOOT OF DAMPER WIDTH DIVIDED EQUALLY TO THE RIGHT AND LEFT OF THE COLLAR. THE MAXIMUM CLEARANCE FOR THE TOP AND THE TOTAL OF BOTH SIDES SHALL BE 1/2" EACH. THE RETAINING ANGLES SHALL BE 1 1/2" X 1 1/2" X 14 GAUGE BENT ANGLE, SO THAT THERE WILL BE A MINIMUM OF 1" OF OVERALL ON THE FIRE SEPARATION. 7. THE DAMPER SHALL BE SECURED TO THE COLLAR WITH EITHER 1/2" TACK WELDS, NO. 10 SHEET METAL SCREWS, 1/4" DIA. NUTS AND BOLTS, OR 3/16" STEEL POP RIVETS; ALL 8" ON CENTER. 8. RETAINING ANGLES SHALL BE SECURED TO COLLAR, SLEEVE OR PLATE EITHER 1/2" TACK WELDS, NO. 10 SHEET METAL SCREWS, ~/4" DIA. NUTS AND BOLTS, OR S/16' STEEL POP RIVETS; ALL B' ON CENTER. 9. WHERE THE FINISHED CEILING DOES NOT HAVE REMOVABLE TILES, AN ACCESS BOOR (FIRE RATED WHERE REQUIRED) SHALL BE INSTALLED IN THE CEILING NEAR THE LOCATION OF THE FIRE DAMPER. 10. ALL RETAINING ANGLES SHALL BE GALVANIZED STEEL. 11. ALL ACCESS DOORS SHALL BE LOCATED SO THAT THERE WILL NOT BE ANY INTERFERENCES FOR MAINTENANCE AND INSPECTION OF THE DAMPER· 12. THE FIRE DAMPER SLEEVE SHALL BE THE SAME GAUGE AS THE DUCTWORK WITH A MINIMUM OF 16 GAUGE FOR HIGH VELOCITY DUCTWORK AS WELL AS RECTANGULAR DUCTWORK UP TO 36" WIDE, FOR DUCTWORK ABOVE 56" WIDTH it SHALL BE 14 GAUGE· SLEEVES IN ROUND DUCTS SHALL BE A MINIMUM OF 18 GAUGE. FIRE DAMPER NOTES NOT TO SCALE 'THESE PLANS ARE AN l f~ ~ INSTRUMENT OF SERVICE/I ~-~ ¢ ~ I AND ARE THE PROPERTY /I ~_%%u ~uuc_~ ~-~1 I OF THE ARCHITECT II I~r~b Iraqi/~1 I INFRINGEMENTS WILL BEII II PROSECUTED ~ [,..~________~_~.~_~ · PROJECT SANTOPd2qI BEACH RF~SORT 3800 DUCK PO1NrD CUTCHOGUE, NIEW ¥0R]4: 11935 · DRAWING DATE DRAWN BY SCALE A~-NOYED CHECKED BY PROJECT oms~ol SHEET OF DRAWING NO. H-05 INFORMA T/ON EXHAUST PLENUM SUPPLY PLENUM HOOD CONFIG, MAX, RISER S) RISER(S) HOOD END TO HOOD MODEL LENGTH COOKING TOTAL TOTAL CONSTRUCTION ROW NO. TEMP. EXH, CFM WIDTH LENG. DIA. CFM S,P. SUP. CFM WIDTH LENG DIA. CFM B.P. END " 430 SS 4230 3' 6.00" 450 10" 525 -0,211 0 ALONE ALONE ~ ND-2 Deg. 525 I Where Exposed tON FILTER(S) LIGHT(S) UTILITY CABINET(S) FIRE HOOD FIRE SYSTEM ELECTRICAL SWITCHES SYSTEM HANGING HOOD WIRE LOCATION NO. TYPE QTY. HEIGHT LENGTH ~TY. TYPE 3UARD TYPE SIZE MODEL # QUANTITY LOCATION PIPING WGHT 1 Capfrafe Solo Filter wi 2 20" 20" 1 Light 281 I 1 Incandescent Light Fixf NO Right Ansul R102 3.0 110110FP 1 Fan Outside YES LBS HOOD OPTIONS HOOD OPTION NO. 1 FIELD WRAPPER 18.00" High Front Left RTght STRUCTURAL FRONT PANEL EXHA US T FAN INFO RMA TION ................................ I I FAN UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM H P. ¢ VOLT FLA WEIGHT (LBS.) NO '[ DU25HFA DU25HFA KEX-1 525 0.250 928 0.250 1 115 4.0 59 78 FAW OPTIONS UNIT (Qty. Descr.) NO. ' 1 1 - Grease Box I - M~am~ Dado Certification. 1 - Guy Line Eye Bolts - Used For 3 Guy Line Tie Off Points. FOR QUESTIONS, CALL THE FAN ACCESSORCES NEW YORK REGIONAL OFFICE EXHAUST SUPPLY FAN FAN UNiT UNIT TAG NO. GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT 1 KEX-1 YES 419 LAFAYETTE ST, 4th FLOOR, NEW YORK, NY lo00B PHONE: (646) 723-3365, (888) 627-4607 FAX: (646) 403 4230 CURB ASSEMBLIES ON ITEM SIZE NO. FAN ~ # 1 Curb 19.500"W x 19.50D"L x SD.000"H Vented Hinged ELECTRICAL PACKAGES I SWITCHES ROOFTOP I OPTION FANS CONTROLLED NO. TAG PACKAGE # LOCATION STARTERS LOCATION QUANTITY TYPE ¢ H.P. VOLT FLA Utility Cablnef Right 1 Light 1 110110FP Utility Cabinet Right Fan On/Off Thermostatically Controlled Exhaust 1 3.250 115 4.0 Hood # 1 1 Fan CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804-001 CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH NFPA #96 AND ARE RECOGNIZED BY ONE OR MORE OF THE FOLLOWING: NSF INTERNATIONAL ETL LISTED FILE# ,5054804-001 CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH NFPA #96 NSF STANDARD #2 UL STANDARD #1046 INT. MECH. CODE OMC) SPECIFICATION: CAPTRATE ~REASE-STOP S~BLO FILTER THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FF. AiURING A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY, FILTER IS CONSTRUCTED OF 430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD 2-INCH DEEP HOOD CHANNEL(S). UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO COMPONENTS WHEN ASSEMBLED. GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE PARTICLES FIVE MICRONS IN SIZE, AND 90% GREASE PARTICLES SEVEN MICRONS IN SIZE AND LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE, FILTER INFORMATION CAPTRATE' GREASE STOP' SOLO NOMINAL SIZE ACTUAL DIMENSIONS FREE AREA WEIGHT VELOCITY STATIC PRESSURE (H x W) (H x W x D) (SQ, FEET) (POUNDS) (FEET PER MINUTE) (WATER GAUGE) 20 x 20 19-5/8" x 19-5/8" x 1-7/8" 2,28 11 100 0.25 20 x 16 19 5/S" x 15-5/8" x 1 7/8" 1.78 8.9 125 0.35 ISSUED TO BLDG. DEPT. JLA ! ISSUED TO OWNER JLA ! ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT. PTB DATE DESCRIPTION BY ~ JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB # 08AE-00014¢ GIACALONE OTS, P.O. STREET ALE, NEW YORK 11735 3 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY DUD OF THE ARCHITECT IUD INFRINGEMENTS WILL BE PROSECUTED r PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHO~'LTE, NtgW YORK 11935 · DRAWING DATE DRAWN BY SCALE AG-NOTE[;) CHECKED BY PROJECT OTU~,Ol iSHEET OF DRAWING NO. 20" CAPTRATE SOLO FILTER WITN HOOK INTER IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS GREASE DRAIN WITN REMOVABLE CUP INCANDESCENT LIGHT FIXTURE-HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND ~ SHOCK RESISTANT GLOBE (L55 FIXTURE) FIELD WRAPPER VERIFY HEIGHT (SEE HOOD OPTIONS TABLE) SWITCHES 48.0" ~AX 110" EQUIPMENT BY OTHERS SECT]ON VIEW MODEL 4230ND-2 CORNER HANGING ANGLE DIA. ALL THREAD CONNECTED TO ROOF THROUGH ANOTHER HANGING ANGLE ROD JOIST STEEL HANGING ANGLE 1/2" DiA. HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE-PUNCHED AT FACTORY SEE TE~ U.L, Listed Incandescent Light Fixture-High Temp Assembly © PLAN VIEW - Hood LONG 4230ND 2 B S AL NBTES: Bne BTS Exhaust Fan 3 w~res thor connec~ to con,rot cobine$ ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DESCRIPTION PTB JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DELVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1536 JOB ~ 08AE-00014 GIACALONE HITECTS, P.C. NKLIN STREET MINGDALE, NEW YORK 11735 6)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN ~1 INSTRUMENT OF SERVICE/I AND ARE THE PROPERTY |1 I.~g~-g OF THE ARCHITECT /I 1~5~1~51 ~1 iNFRINGEMENTS WILL BE /I PROSECUTED ' PROJECT SANTORINI BEACH P-~SORT 3800 DUCK POND ROAD CUTCHOGUE, ]xTEW YORI~ 11935 DATE SCALE PROJECT ~RAWN BY CHECKED BY ;HEET OF DRAWING NO. H-07 FAN #1 DU25HFA - EXHAUST FAN (KEX-~ 26 ~/2 25 1/4 1/2 GREASE DRAIN 15 15 1/2 3o DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL705 AND UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH NEAT OPERATION SO0'F - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WFI]LE EXHAUSTING AIR AT 3DO'F (149'C) UNTIL ALL FAN PARTS HAVE REACRED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORAIlNG EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 6OO'F (316"C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMINO DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITIOH OPTIONS GREASE BOX MIAMI DADE CERTIFICATION. GUY LINE EYE BOLTS - NSED FOR S GUY LINE TIE OFF POINTS. /2L' / ~ ROOF OPENING /15 1/2 DIMENSIONS GREASE DUCT SPECIFICATION Furnish single-wall, factory built, grease duct for use with Type I kitchen hoods, which conforms to the requirements of NFPA-96. Products shall be ETL listed to UL-1978 for venting air and grease vapors from commercial cooking operations as described in NFPA-96. The duct wall shall be constructed of .036 thick type 430 stainless steel and be available in diameters 8" through 24". All supports, fan adapters, hood connections, fittings and expansion joints required to install grease duct shall be included. Roof penetrations shall comply with listed clearance to combustibles, see "Clearance to Combustibles" guide for details. The grease duct will terminate at the fan adapter plate, will be fully welded to the fan adapter plate and the fan adapter plate will be fastened to the curb using a suitably sized fastener provided by others; see page 12 of the "Installation, Operation and Maintenance Manual" for details. Grease duct joints shall be held together by means of formed vee clamps and sealed with 3M Fire Barrier 2000+. Screws used to secure the vee clamps shall be of the hex-head type with flanged stops and tapered "lead in" threads for easy starting. Nuts shall be retained by means of a free-floating cage to allow easy alignment. Single-Wall Grease Duct shall be installed in accordance with the manufacturer's "Installation, Operation and Maintenance Manual", ETL listing and state and local codes. Grease duct installed outside of the building shall be protected against accidental damage or vandalism. Support vertically installed grease duct from the building structure using rigid structural supports. Anchor supports to the structure by welding or bolting steel expansion anchors or concrete inserts. Support horizontally installed grease duct from the building structure using above method or use Duct Mate, Wire Rope & Clutchers, part numbers WR20 & CL20.1/2" Threaded red and saddles may also be used for the support of horizontal grease duct. Fans shall be supported independently from the grease duct sections. Protect grease duct from twisting or movement caused by fan torque or vibration. CLEARANCE TO COMBUSTIBLES LIMITED NON DIAMETER COMBUSTIBLES COMBUSTIBLES COMBUSTIBLES SM FIRE BARRIER 2000 PLUS USAGE DUCT DUCT JOINT AVERAGE FT. JOINTS PER DIAMETER PERIMETER FT. PER TUBE TUBE B" 2.16 30 7 10" 2.68 30 ! 6 12" 3.21 30 I 5 14" 3,73 30 4 16" 4.25 30 3,5 18" 4,78 30 3 20" 5.30 30 3 24" E,S5 30 2,5 ADJUSTABLE DUCT OVERLAP - MINIMUM DIAMETER OVERLAP VERTICAL SUPPORT MAXIMUM SPACING (FT) DUCT DIAMETER SPACING 20" 10' MAXIMUM (FT) OOF DECK ACCESS DOOR PER NFPA CHAPTER 7, SECTION 73.1: "OPENINGS SHALL BE PROVIDED AT THE SIDES OR AT THE TOP OF THE DUCT, WHICHEVER IS MORE ACCESSIBLE, AND AT KITCHEN HOOD FINISHED FLOOR ISSUED TO BLDG. DEPT. i JLA ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUED TO BLDG. DEPT. PTB DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE. SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592,2660 FACSIMILE: 631.252.1556 JOB ~ 08AE-00014 GIACALONE I ARCHFI'ECT$, P.C. J 431 CONKLIN STREET J FARMINGDALE, NEW YORK 11735 TEL~-8383 FAX:(516)420-0195 rTHESE PLANS ARE AN ~ ( ' INSTRUMENT OF SERVICE/IT-~ ~ ~ 1AND ARE THE PROPERTY //I~R~ I~~- ~1 /OF THE ARCHITECT /I L~IRFoRslNEGc~?EEDNTS WILL BE JL' "-"'- ' 'PROJECT SANTORINI BEACH RESORT 3800 DUCK POND RO~.D CUTCHOGU-E, N~W YORK 11935 · DRAWING · --=, '-,,,/,/x. C DATE DRAWN BY SCALE AS-N©T[D CHECKED BY PROJECT o~12b.ol ;HEET OF DRAWING NO. H-08 LEGEND SOIL WASTE PLUMBING SCHEDULE CODE SYMBOL FIXTURE MFR. PART NO. FITTING MFR. PART NO. COMMENTS W V HW CW FLOOR MOUNTED VITREOUS CHINA, TWO PIECE, 1.6 GPF (6 LPF) LOW WATER CLOSET ZURN Z55BO SEAT ZURN Z595BSS EL S" 2" 1" CONSUMPTION, SIPHON JET TOILET, ELONGATED (A~D.A) 15-1/8" HEIGHT RIM AND 12" STANDARD ROUGH IN. ELONGATED, WHITE, CLOSED FRONT TOILET SEAT WITH COVER AND S, AINLESS STEEL CHECK HINGE. V,TREOOS DH,HA, TWO R,ECE TO,LBT W,TR 1.B GPF (B FEOOR MOUNTED AND TANK AND 12" ROUGH IN. SEAT ZURN Z595BSS-EL ELONGATED, WHITE, CLOSED FRONT TOILET SEAT WITH COVER AND STAINLESS STEEL CHECK HINBE, WALL MOUNT 20x23 LAVATORY W/4" CENTER FAUCET WALL HUNG HOLE, VIREOUS CHINA, FRONT OVERFLOW, ADA TRAP, LAVATORY BURN ZS320 FAUCET ZURN ZBIO0 STOP AND SUPPLY PROTECTORS 2" 1-1/2" 1/2" 1/2" A:' CENTERS, ADA COUNTERTOP SINGLE BOWL FAUCET ELKAY LKSSO STAINLESS STEEL SINGLE 2" LAVATORY ELKAY SINK BOWL lB GAUGE TYPE ~LR 1722 DRAIN ELKAY LK1BB 502 SELF RIM WATER DUAL LEVEL WATER COOLER COOLER COUNTERTOP COUNTERTOP LAVATORY MOUNTED ZURN Z5114 FAUCET ZURN ZBIO00 W/A" CENTER FAUCET 1-1/2" 1-1/2" 1/2" 1/2" LAVATORY HOLE, VIREOUS CHINA DOUBLE BOWL FAUCET ELKAY LKSSO NICKEL BEARING STAINLESS STEEL DOUBLE SINK BOWL 18 GAUGE TYPE 2" 1-1/2" 1/2" 1/2" SINK ELKAY #LRADS322 DRAIN ELKAY LK18B 304 SELF RIM JANITORS KOHELER K 6716 DRAIN KOHLER (-8905 MOP SERVICE BASIN 24"x20.25' W/ RIM GUARD, SINK TRAP, DRILLED BACK 5" I-1/2" 3/4" 3/4" KOHLER ( 6675 ON-DEMAND TANKLESS PROPANE WATER HEATER, HOT WATER AO SMITH ATI-505 HEATER _p 190,000 BTU/H, 0.6-8.5 GPM, 8"WC, DIRECTVENT 5/4" 5/4" AMERICAN FLUSH VALVE ZURN ZERBOOO1AV- LYNBROOK 1,OGPF BLOWOUT URNIAL, AQUA SENSE AV URINAL STANDARD 6B01.012 WALL HANGER COM EXPOSED SENSOR OPERATED, BATTERY POWERED 2" 1-1/2" 1-1/4" Z1218 :LUSH VALVE TANKLESS ELECTRIC WATER HEATER, 208V 1/2" 1/2" ELECTRIC WATER CHRONOMITE SR-20L HEATER "TYPE S" STRAINER, FLOOR DRAIN BURN Z415-S TRAP GUARD TRAP GUARD TG55-ZURN VANDAL-PROO'F SECURED TOP ROUND TOP PROM-DECK DRAIN, ROOF DECK ZURN Z164 TRAP GUARD TRAP GUARD TOSS ZURN WITH OVERFLOW DRAIN DUTY HEEL-PROOF GRATE OIL SMART SYSTEM, 115V SUMP PUMP ZOELLER SINGLE PHASE, 20 AMP 1-1/2" 1-1/2" (ELEVATOR) N152 RELAY, .4 HP PUMP, 50 OPM NOTE: 1. FINAL FIXTURE APPROVAL, MODEL, MAKE, ARCHITECT AND GC. COLOR, ETD, BY 2. PIPE SIZING AS PER PCNYS SECTION 604, TABLE 694.5/704.1 SEE OTHER DRAWINGS FOR TABLES. AD C.O. CW DPCO FD HW L KS SAN. SH SP V WC PC WM MC HWH VIF PCNYS MCNYS FGCNY$ ECCNYS SANITARY ABOVE GRADE BELOW GRADE StJ HOT WATER -- HOT WATER RETURN COLD WATER-- GAS STORM VENT ACCESS DOOR CLEAN OUT COLD WATER DECK PLATE CLEAN OUT FLOOR DRAIN HOT WATER LAVATORY KITCHEN SINK SANITARY SHOWER STAND PIPE UNLESS OTHERWISE NOTED VENT WATER CLOSET PLUMBING CONTRACTOR WASHING MACHINE MECHANICAL CONTRACTOR NOT WATER HEATER VERIFY IN FIELD PLUMBING CODE OF NEW YORK STATE MECHANICAL CODE OF NEW YORK STATE FUEL GAS CODE OF NEW YORK STATE ENERGY CONSERVATION CODE OF NEW YORK STATE CONCRETE SURFACE OR FLOOR /-COVERING AS REQUIRED CLEANOUT COVER - CSK SCREW /- CLEANOUT PLUG / / /FINISHED FLOOR CAULKING FERRULE 18 GAUGE ROUND GALVANIZED STEEL CONCRETE ANCHOR HILTI-KWIK BOLT OR APPROVED EQUAL METAL DECK CLEANOUT TEE ~ --ACCESS COVER COUPLER ROD (SIZE AS REQUIRED) PIPE CLEANOUT PiPE FINISHED WALL *CLEVIS HANGER CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1". GENERAL PURPOSE HANGERS MAY BE USED ON PIPINO 1" OR SMALLER. WALL CLEANOUT DETAIL .3 TYPICAL PIPE HANGER DETAIL NOT ~CALE NOT TO SCALE ,yl/2" HW CW //////////////////// ~LOOP DRAIN LINE HIGH AND SECURELY FASTEN TO COUNTER CONTROL UNIT (REQI FLOODSTOP S/4" W.I. RUNGS 12" O.C. PROVIDED IN PITS OF DEPTH GREATER THAN $'-0' BELOW GRADE TO BOTTOM ONLY DIAMOND PLATE COVER 1/4" THICK, 2'-3" WIDE, AND 4'-2" LONG ELEV. WALL F.A.I, ~WALLS TO BE OF NOTES PRECAST CONCRETE 1. FRAME TO BE 1/4" STEEL ANGLE WITH CORNERS MITERED & WELDED AND ANGLE STRAPS. 2. COVER SHALL BE 1/4" DIAMOND STEEL PLATE. NOT TO SCALE HOUSE TRAP DETAIL SCALE: N.T.S. ANGLE FRAME ON ALIL SIDES '-PRECA:ST CONC. WALLS WALL OPTION CONCR, ETE BASE OPEN BOTTOM INSTALLATION NOTES: WORK INCLUDED: FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND APPURTENANCES NECESSARY OR REQUIRED TO PERFORM AND COMPLETE ALL PLUMBING WORK SPECIFIED AND AS SHOWN THE DRAWINGS. ON REFERENCES: DESIGN, INSTALLATION AND TESTING OF PLUMBING SYSTEMS SHALL BE ACCORDANCE WITH THE PLUMBING CODE OF NYS. MATERIALS' 1. HOT & COLD WATER SUPPLY - (OR EQUAL TO PCNYS SECTION 605) ~) PIPE: COPPER TUBING, TYPE L B75-1979 (ASTM) B~8-1978 (ASTM) b) FITTINGS: SOLDERED B16-22 1975 (ANSI) BRONZE THREADED B16 15 1978 2. DRAINAGE STORM ANB VENTS - (OR EQUAL TO PCNYS SECT!ON 702, 1102) ~) PIPE AND FITTINGS: CAST IRON A74 1975 (ASTM) NO HUB b) PIPING BELOW GROUND SHALL BE EXTRA HEAVY CAST RION PIPE AND FITTINGS WITH RUBBER CASKETED COMPRESSION JOINTS. S. GAS PIPING - OR EOUAL TO FBNYS SECTION 403) a) PIPING B" OR LESS ABOVE GRADE SHALL BE BLACK STEEL SCHEDULE 40 ASTM A 120, THREADED JOINTS, 150# MALLEABLE IRON, OVER B" SHALL BE WELDED. HANGERS & SUPPORTS: (SEE TABLE 308.5 OF PCNYS) 1) HORIZONTAL OVERHEAD RUNS OF PIPING SHALL BE SUPPORTED BY HANGERS SPACED AT A DISTANCE AS FOLLOWS: A) 1-1/4" DIAMETER ANB SMALLER B'-O' O.C. MAX. 2) HANGERS SHALL BE CLEVIS TYPE A) FOR PARALLEL RUNS AT THE SAME ELEVATION, A TRAPEZE HANGER CONSISTINO OF TWO RODS ANB A STEEL CHANNEL MAY BE USED. S) VERTICAL RUNS A) COPPER PIPE-HEAVY WROUGHT IRON CLAMPS OR COLLARS FOR SUPPORTS. 4) HANGER RODS A) 2" DIAMETER PIPE AND SMALLER-5/B" DIAMETER ROBS S) HANGERS SHALL BE WROUGHT IRON OR MALLEABLE IRON A) FURNISHED AND INSTALL CAST IRON OR GALVANIZED STEEL INSERTS OF APPROVED DESIGN. B) I-lANCERS SEIALL BE AS MANUFACTURED BY CRANE, GRINNEL, LIEBFRIED, FTS, OR APPROVED EQUAL. INSULATION: (SEE TABLE 504.5 OF ECCNYS) 1) INSULATE ALL CONCEALED AND EXPOSED COLD AND HOT WATER PIPING VALVES AND FITTINGS, ROOF DRAINS, AND AC CONDENSATE, WITH OWENS-CORNING FIBERGLASS, ASJ/SSL-II PIPE INSULATION OR EQUAL, 1" THICK. SEE TABLE 504.5 2) PC AS PER NYS SECTION S05.6, WATER, SOIL, ANB WASTE PIPES SHALL NOT BE INSTALLED OUTSIDE OF A BUILDING, IN ATTICS OR CRAWL SPACES, CONCEALED IN OUTSIDE WALLS, OR IN ANY OTHER PLACE SUBJECTED TO FREEZING TEMPERATURE UNLESS ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPES FROM FREEZING BY INSULATION OR HEAT OR BOTH. EXTERIOR WATER SUPPLY SYSTEM PIING SHALL BE INSTALLED NOT LESS THAN 6" BELOW THE FROST LINE & NOT LESS THAN 12" BELOW GRADE. VALVES: 1) CONTROL VALVES USEB AS OPERATING VALVES A) BRONZE BALL VALVES, QUARTER-TURN, IPS WiTH MALE ADAPTERS. 2) ASME B 16.DB SNUTOFF VALVES FOR GAS LINES ARE REQUIRED FOR EACH DEVICE. INSTALLATION: 1) ALL PIPING SHALL BE INSTALLED WITH A UNIFORM PITCH IN THE DIRECTION OF FLOW AS FOLLOWS: COLD AND HOT WATER PIPING 1" IN B', UP IN THE DIRECTION OF FLOW. SOIL AND WASTE 1/4" PER FOOT FOR SMALLER THAN 4" PIPE. 1/8~ PER PER FOOT FOR 4" PIPE, DOWN IN THE DIRECTION OF FLOW. HORIZONTAL BRANCH VENTS 1/B" PER FOOT, UP TOWARD VERTICAL CONNECTION OF SOIL OR WASTE RISER. STACK VENTS (LATERAL) 45 DEGREES MIN. LABELING: 1) ALL PIPING SHALL BE LABELED AT NOT LESS THAN 15 FOOT INTERVALS TO INDICATE CONTENTS AND DIRECTION OF FLOW. LABELS MAY BE STENCIL, ADHESIVE, OR SNAP-ON TYPE. LABELS SHALL BE COLOR-CODED. VALVE CHART SHALL BE FURNISHED. TESTING: 1) DRAINAGE SYSTEM A) ROUGH PLUMBING-TEST EITHER BY AIR (15 MINUTES AT 5 PS[) OR WATER (15 MINUTES AT FULL HEIGHT, NOT LESS THAN 10 FEET VERTICAL). NO LEAKAGE PERMITTED, 2) WATER SUPPLY A) TEST IN SECTIONS AND ON THE SYSTEM WITH WATER AT WORKINO PRESSURE AS PER PLUMBING CODE OF NYS SECTION 604.5. NO LEAKAGE PERMITTED. B) FLUSH ALL PIPING THOROUGHLY PRIOR TO PUTTING INTO SERVICE. 4) GAS PIPING A) INSPECT, TEST, AND PURGE PIPING ACCORDING TO FGCNYS SECTION 406.1 AND ANSI Z22S.1, PART 4 "INSPECTION, TESTING, AND PURGING," AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. B) REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS ANB RETEST SYSTEM UNTIL SATISFACTORY RESULTS ARE OBTAINED. C) REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ARCHITECT AND AUTHORITIES HAVING JURISBICTION. D) VERIFY CAPACITIES AND PRESSURE RATINGS OF SERVICE METERS, PRESSURE REGULATORS, VALVES, AND SPECIALTIES. E) VERIFY CORRECT PRESSURE SETTINGS FOR PRESSURE REGULATORS. VERIFY THAT SPECIFIED PIPING TESTS ARE COMPLETE. STRUCTURAL SAFETY 1) THE BUILDING SHALL NOT BE WEAKENED BY THE INSTALLATION OF ANY GAS PIPING. IN THE PROCESS OF INSTALLINO OR REPAIRING ANY GAS PIPING, THE FINISHED FLOORS, WALLS, CEILINGS, TILE WORK OR ANY OTHER PART OF THE BUILBING OR PREMISES WHICH ARE REQUIREB TO BE CHANGED OR REPLACED SHALL BE LEFT JN SAFE STRUCTURAL CONDITION IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS 502.2 THROUGH 502.4 OF THE FGCNYS. ROOF GRAVEL GUARD ROOFING AND/OR WATERPROOFING MEM- BRANE SECURED BY CLAMPING COLLAR GRAVEL ~ 20" + ROOF SUMP RECEIVER NOTE: SEE ARCH. DWG. FOR FINAL ROOF CONSTRUCTION MODIFY INSTALLATION AS REQUIRED. AND ROOF DRAIN DETAIL NOT TO SCALE GENERAL NOTES 1) 2) S) 4) s) 6) 7) B) THE DRAWINGS SHOW THE VARIOUS DUCTWORR, EQUIPMENT AND PIPINO SYSTEMS SCHEMATICALLY. NO ADDED COMPENSATION WILL BE PERMITTED FOR VARIATIONS DUE TO FIELD CONDITIONS. IT IS NOT THE INTENT FOR THE DRAWINGS TO SHOW, OR THE SPECIFICATIONS TO BESCRJBE, COMPLETE DETAILS OF EVERY COMPONENT OF THE SYSTEMS. FURNISH AND INSTALL ALL WORK IN ACCORDANCE WITH STANBARDS OF GOOD PRACTICE AND PROVIDE ALL REQUIRED APPURTENANCES AND ACCESSORIES FOR COMPLETE AND OPERATIONAL SYSTEMS. WORK TO RE COORDINATED BY CC BY SHOP DRAWINGS. INSTALL ALL WORK iN FULL ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL CODE REQUIREMENTS. THE CONTRACTOR WILL BE RESPONSIBLE FOR MATERIAL AND WORKMANSHIP UNTIL COMPLETION AND FINAL ACCEPTANCE BY THE OWNER. REPLACE ANY DAMAGED, LOST OR STOLEN EQUIPMENT OR MATERIALS AT NO ADDITIONAL COST TO THE OWNER. WHERE DISAGREEMENTS OCCUR BETWEEN THE PLANS ANB THE SPECIFICATIONS, OR WITHIN EITHER ITSELF, THE ITEM OR ARRANGEMENT OF HIGHER QUALITY, GREATER QUANTITY OR HIGHER COST SHALL BE INCLUDED IN THE BASE BID. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, WHERE, DUE TO UNION REGULATIONS OR TRADE AGREEMENTS, ANY OF THE WORK OF TI-IlS CONTRACT IS NOT DONSIBEREB THE WORK OF THiS CONTRACTOR, SUBCONTRACT THE WORK IN QUESTION, BUT ASSUME FULL RESPONSIBILITY FOR THE COMPLETE INSTALLATION. BEFORE SUBMITTING BID, VISIT THE SITE AND EXAMINE ALL ADJOINING WORK AND CONDITIONS ON WHICH THIS WORK IS IN ANY WAY DEPENDENT, INCLUDING BUT NOT lIMITED TO, MEANS OF MATERIAl. EGRESS AND INGRESS, SPACE LIMITATIONS AND PARKING FACILITIES. REPORT ANY DISCREPANCIES TO THE OWNER. ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH ALL NATIONAL, NEW YORK STATE CODES AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL PLUMBING WORK IS PROVIDED AND INSTALLED IN STRICT ACCORDANCE WITH SEISMIC REQUIREMENTS. CONTRACT DRAWINGS 1) 2) THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO CONVEY THE SCOPE OF WORK AND INDICATE GENERAL ARRANGEMENT OF EQUIPMENT, DUCTS, CONDUITS, PIPING, AND FIXTURES. THE LOCATIONS OF ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED AND INDICATED ON THE SHOP DRAWING. DO NOT SCALE DRAWINGS. 5) 4) s) FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF OTHER TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS AT ALL POINTS. WHERE HEADROOM AND SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. IF DIRECTED BY THE OWNER, WITHOUT EXTRA CHARGE, MAKE MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. PIPING SHALL BE INSTALLED CONCEALED IN AREAS HAVING HUNG CEILING AND/OR FURRED SPACES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. OVERFLOW DRAIN --EXTENSION SLEEVE SET OVERFLOW 1/2" BELOW FINISHED ROOF JLA ! PTB ! ISSUED TO BLDG. DEPT. ISSUED TO OWNER ISSUED TO OWNER ISSUED TO BLDG. DEPT. DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP HEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.252.1556 JOB ~ 08AE-O001'I GIACALONE c'rs, P.O. STREET LE, NEW YORK 11735 ITHESE PLANS ARE AN l{EE~) INSTRUMENT OF SERVICE AND ARE THE PROPERTY uuu OF THE ARCHITECT 113[ INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 BUILT-UP ROOF METAL ROOF DECK (SEE ARCH. DWO.) UNBERDECK CLAMP DATE SCALE AS-NOTEO PROJECT 0 12 01 DRAWN BY CHECKED BY SHEET OF DRAWING NO. P-01 ~AII A~EA 2"V UP~ 3"S FROM ABOVE' / ~ SANITRAY PLUMBING PLAN 5/4' HW TO HOSE BIB / ~ING DOMESTIC WATER PLAN 1/4"=1'-0" QFD 1-1/2'v (TYP) 1/2" CW 1/2" cw 1/2" (TYP) 1/2" CW 1/2" HW (TYP) ~1/2" HW 1/2" CW ..-1/2" HW (TYP) 2 PARTIAL FIRST FLOOR SANITARY PLUMBING PLAN '4"ST UP PC TO PROVIDE DRAII LOCATION W/WATER 6"ST DN BELOW SLAB~ 6"ST TO TIE SITE LEACHING POOLS COORDINATE Fir' AL TIE IN LOCATC NS AND INVERT IN F'll LD / i, /-PC TO PROVIDE AND ImSTALL N/DRIP PAN PITCHED WlT~ PIPE ~ AND THE PIPF, SHOULD:BE INSULATED ~1-1/2".~ FROM /ABOVE UP ABOVE CEILING /c°1 ABOVE "CW ( I ~ ,/ /' FIRST FLOOR PLUMBING PLAN 1/8"=1 '-0" ,- I 4" HOUSE TRAP PC T~ STOP Il ,/ ,/ ,I~FHB MESTIC WATER FROM SITE 4" Flee SERVICE /' FROM SITE ,/' /' /' /2" CW 1 "CW 2" GAS UP 3ULATOR HOT WATER HEATER NFHB GAS PC IS RESPONSIBLE TO PROVIDE AND INSTALL 1490 GALLON WC ABOVEGROUND PROPANE TANK, UL LISTED TANK, SHUT-OFF, FILL CONNECTION, AND SECOND STAGE GAS REGULATOR, EXCAVATION ETC. ROUTE OUTSIDE GAS PIPING AT 18" MIN. BELOW GRADE TO BUILDING THE LIQUEFIED GAS SYSTEM SHALL BE INSTALLED PER REGULATIONS AND ANY SUFFOLK COUNTY THE CONTRACTOR IS RESPONSIBLE FILING FEES AND PERMITS. ,/ / / / 6/01/2010 ISSUED TO BLDG. DEPT. JLA 1/14/2010 ISSUED TO OWNER JLA 112312009 ISSUED TO OWNER PTB ISSUEDTO BLDG. DEPT. PTB DATE DESCRIPTION BY .~ JAMES, LASALA & ASSOCIATES, LLP MeP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 651.232.1536 .JOB f~ 08AE-00014 ?GIACALONE CT$, P.C. LIN STREET ALE, NEW YI FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE|II--" ~ 7'1' ES[SD E3 E3 E3 1AND ARE THE PROPERTY r/l.~ I?-~ ~1 /OF THE ARCHITECT /INFRINGEMENTS WILL BE il! ~.v[~ · [,PROSECUTED · PROJECT SANTORINI BEACH RESORT 3800 DUCK Po1NrD ROAI) CUTCHOGUE, NEW YORK 11935 · DRAWING F I 1~-4~ T f=~_ .re.h-., DATE DRAWN BY SCALE A~-NO~[~ CHECKED BY PROJECT oa2s,ol SHEET OF DRAWING NO. P-02 L ©~ "HW PARTIAL SECOND FLOOR PLUMBING DOMESTIC WATER PLAN 1/4"=1 '-0" / (2)1-1/2"S~ (2)1-1/2"V 3~' S ,? 5"S ,/' / J J / / / / 2" S~ 2"V UP "~ // / / 2 , V / (TYP) 2"S /' 2"V 3" S (TYP) DN ' ,/ /' / / ./ / PARTIAL SECOND FLOOR PLUMBING SANITARY PLAN ~/4"=1 '-o" ITOHEN 1/2"CW F.IE.o F~Z o! 42" HI®H I"CW ~STORM DN ,/ / / / / / ./ / / x '%, N. %, N, '%, '%, .%, SECOND FLOOR PLUMBING PlaN / 2"GAS UP / ~I"HW UP / / ,/ ,/ ,/ x / / %.YN. 'N. ,// N N''%,%, \ , / / ,/ ~I~E VENT / .%, (TYP) /' · .% / '%, / .% N / ''%, ./ / / / ALLJh, 1-1/2"V ISSUED TO BLDG· DEPT. JLA ISSUED TO OWNER JLA ISSUED TO OWNER PTB 511612008 ISSUEDTO BLDG· DEPT· PTB DATE DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1556 JOB ~ 08AE-O0014 iTEQIAOALONE C'I'S, P.C. LIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)4-20-8383 FAX:(516)420-0195 'THESE PLANS ARE ANCE INSTRUMENT OF SERVI~ AND ARE THE PROPERTY OF TIlE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED · PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGLrE, NEW YORK 11935 PARTIAL SECOND FLOOR PLUMBING SANITARY PLAN 1/4"- 1 '-0" r DRAWING DATE DRAWN BY SCALE AG-N©TE~2 CHECKED BY PROJECT o~12g,,ol SHEET OF DRAWING NO. P-03 / / THIRD 1/8"=1'-0' / / THIRD FLOOR PLUMBING SANITARY PLAN <EF-2 RTU 2 '1 RTU-3 ,/ / i// / / / x /' I <EF-2 RTU-2 ~2"G -1/4"6 %%, '% %, ~) FLOOR PLUMBING PLAN 3"VTR ,/ / ,/ / /' / /' / / /' ./ / / / / 5" S 2" S DN 1-~/2"s ~1-1/2" V ~ (TYP) 5" 8 1-1/2"V (TYP) 4" S V (TYP) 1/4'=1'-0" / / GW 1/2" HW~ (TYP) ~ 1/2"CW (TYP) ./ -h ,/ / ,/ / / ,/ / 1/4"=1'-0" 1 6/01t2010 ISSUED TO BLDG. DEPT. JLA ! / 111412010 ISSUED TO OWNER JLA ISSUED TO OWNER PTB ISSUEDTO BLDG. DEPT. PTB DATE DESCRIPTION BY ~ JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 651.592.2660 FACSIMILE: 631.252.1556 JOB ~ 08AE-00014.~ SZ GIAOALONE HITECTS, P.C. ONKLIN STREET INGDALE, NEW YORK 11735 ~83 FAX:(516)420-0195 E PLANS ARE AN INSTRUMENT OF ~ AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BP, ACH RESORT 3800 DUCK PONI) ROAD CUTCHOGI-rE, lq~W YORI~2 11935 "DRAWING DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT om2~ol SHEET OF DRAWING NO. P-04 ROOF 5RD FLOOR 2ND FLOOR 1ST FLOOR ELEVATOR 3"V © ~ 1-1/2" S ~,, (TYP) 1-1/2" 1-1/2"V I 1/2"S 1-1/2" I 4" CO PIT 4- s~ T L 1-1/2"VI ,.p ~, 4"V 4"V (TYP) ~4" S T -~.1-1/2"V (TYP) r--'~ ~---I I I I I - 1-1/2"V © © )- / ,co I 4.S~ ,-$-S(TYp) 4"V 1-1/2"S E~ (TYP)~ I ~ I ~y- 4"v ~4"v ,+ ~-M2"v I I ® --HOUSETRAP ~4" SANITARY TO STREET PC TO STOP 5'-0" FROM BLDG. LINE FILL CONNECTION WITH SHUT-OFF BY PC~/ SECOND STAGE 240 DH 1-~/4"G~ RTD ~ 180 BH ~-1/4"G~. GAS e - 1/2"G J HWH 199 MBH ~2-1/2"G 2-1/2" G UNDERGROUND BY PC GAS RISER~ looo GALLON PROPANE TANK BY PC NTS RTU ~ 240 DH 1-1/4"G .,,~ ~,~ SANITARY WATER RISER NTS ROOF 3RD FLOOR 2ND FLOOR 1 ST FLOOR ~/2"cw (TYP) r 1/2"CW~ r r- . /-1 "CW , ~/2"cw 1 "CW ~I"CW <'~S/4"CW II , , , ~$/4"HW q $/4"HW (TYP)~, /-3/4"CW DOMESTIC WATER NTS RISER 6/01/2010 ISSUED TO BLDG. DEPT. JLA 1/14/2010 ISSUED TO OWNER JLA 1/23/2009 ISSUED TO OWNER PTB ISSUED TO BLDG, DEPT, DATE DESCRIPTION JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 651.232.1536 JOB ~ 08AE-00014 I!EHASZ GIACALONE RCHITECTS, P.C. 31 CONKLIN STREET FARMINGDALE, NEW YORK 11735 EL:(516)420-8383 FAX:(516)420-0195 fTHESE PLANS ARE AN h ( ~1 INSTRUMENT OF SERVICE I /1-1 ~ '/"'1'/ AND ARE THE PROPERTY ~D ~ /O THEARCHTECT /INFRINGEMENTS WILL BE/I J.---~,.,l.& !/ LPROSECUTED J( ] PROJECT SANTORINI BEACH RESORT 3800 DUCK polNrl) ROSSI2' CU~CHO~T,.YE, lXTEW YORK ] 1935 ' DRAWING DATE DRAWN BY SCALE AS-N©¥ED CHECKED BY PROJECT SHEET OF DRAWING NO. P-05