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Home My WebLink About35622-Z „ram Town of Southold Annex 4/27/2012 Ire P.O. Box 1179 54375 Main Road 'gyp Southold, New York 11971 s CERTIFICATE OF OCCUPANCY No: 35563 Date: 4/27/2012 THIS CERTIFIES that the building COMMERCIAL Location of Property: 3800 DUCK POND RD, CUTCHOGUE, N.Y. 11935, SCTM #: 473889 Sec/Block/Lot: 83.-2-17.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed 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 C10-08-008 10/25/11 ELECTRICAL CERTIFICATE NO. 36536 3/26/12 PLUMBERS CERTIFICATION DATED 3/14/12 Three 's Plumbing&Heating& A/C Corp tivkriz�SigAture FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 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 11-`f--1 D / fM�/�ded -or- -( ire c.I c"rM 5 5tZ!A-�- Q6 at premises located at OREGON RD CUTCHOGUE County Tax Map No. 473889 Section 083 Block 0002 Lot No. 017 . 003 pursuant to application dated FEBRUARY 10 , 2010 and approved by the Building Inspector to expire on DECEMBER 7 , 2011 . Fee $ 7, 748 . 80 U � Authorized Signature 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 natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 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 Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly eompleted 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. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing uilding: {: (check one) Location of Property: ��" �U-� 0 n(J� --G� � � - House No. ,.$treet Ham Owner or Owners of Property: G Suffolk County Tax Map No 1000, Section Block Lot 7, Subdivision l Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pf SOUlyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax (631)765-9502 P.O. sox 1179 CProger.richert(a)town.southo Id.ny.us Southold,NY 11971-0959 ��OOUNI'I,Nc� 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 Indoor H Basement X Service Only Commerical X Outdoor 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 101 Ceiling Fixtures HID Fixtures Service 3 ph 2000 Hot Water GFCI Recpt 27 Wall Fixtures Smoke Detectors 6Q Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures CO Detectors Sub Panel 4 A/C Blower 5 Range Recpt Fluorescent Fixture 156 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 16 Twist Lock Exit Fixtures TVSS Other Equipment: 600kw generator, 2000a transfer switch, 17 occupancy sensors, 100a elevator 64 low voltage 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: scj�� Date: March 26 2012 81-Cert Electrical Compliance Form.xls h�o�OgUFFO(,�co e, Town Hall,53095 Main Road W P.O.Box 1179 Fax(631) 765-9502 Southold, New York 11971-0959 ,( �� Telephone(631)765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION / Date: March 14 2012 Building Permit No. 35- r� Owner: (Please print) Plumber: Thrpa R_ Plnmhinv Ham+ r (Pleasepllnt) ABC Corp. lead. 1 certify that the solder used in the water supply system contains less than 2/10 of I% (Plumbers Signature) SWorn to before me this 14th day of March 20 12 Notary Public, ffo1k_ County filleen M.fbeche Notary Public,State of New York No.4826942 Qualified In Suffolk County Commission Expires January 31,20ty TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FlRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION It REMARKS: w DATE INSPECTOR �JGj L�� o��,OFSDUl� ri®rF TOWN OF SOUTHOLD BUILDING DE". 765.1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ) FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIIB RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE Q INSPECTOR "'� OF Solm f®* II TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FME RESISTANT CONSTIIWr= [ ] FIRE RESISTANT PENETRATION REMARKS:- EA et ,� DATE IX INSPECTOR oesouryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 rg� INSPECTION [/IFOUNDATION 1ST [ ] ROUGH PLOG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: Z DATE 9113 INSPECTOR r o f®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 14 FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: AllN DATE �� INSPECTOR Of Soll' f®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 SPECTION [ 'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ J FIRE RESISTANT PENETRATION REMARKS: l^� ze DATE INSPECTOR o��uFsnaryo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FO ATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ J INSULATION [ ] FRAMING / STRAPPING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FETE RESISTANT CONSTRUCTION [ ] FIRE REESSWANT PENETRATION _ ) REMARKS: �'"' - Jam/ DATE ! © INSPECTOR (L/ �oaoof Y � f TOWN OF SOUTHOLD BUILDING DE". 765.1802 1 NSPECT N [ ] FOUNDATION 1ST [ " COUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTUCTION V-77mma PENETRATION REMARKS,• t DATE INSPECTOR soup f®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONVKWION [ ] FIRE RESISTANT PENETRATION REMARKS: cf y r DATE �� INSPECTOR 1/ �o�O,OF 804T� f®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRuanON [ ] FIRE RESISTANT PENETRATION REMARKS: f L . Ji DATE INSPECTOR i oesouT�6 J +F®* TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU BG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT wIISTRIIC nm [ ] FIRE RESISTANT PENETRATION REMARKS: DATE l -41 INSPECTOR 1 �� OF SOOj f®} i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FETE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ?11� C A DATE 17111 INSPECTOR �r OF SO 'A TOWN OF SOUTHOLD BUILDING DEPT. T65-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FO ATION 2ND [ ] INSULATION ( FRAMING / STRAPPING [ ] FINAL [ j FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION RE RKS: v2L DATE �S �� INSPECTO o�,�Of 800T`_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. C3 � [ ] FOUNDATION 2ND INSULATION \ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT WWTRUCT= [ ] FIRE RESISTANT PENETRATION REMARKS: 6 W �o 3� DATE ^ �� _ r INSPECTOR o �F®f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECT N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ j FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE �� INSPECTOR o�,�OF 80GT� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1 ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RME RESISTANT 60NS7Rl1C M [ ] FIRE RESISTANT PENETRATION REMARKS: 40t��c . 1.8- DATE INSPECTOR 2-Z-27 o��pF 80U1y_ f®* TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE ANT PENETRA R7ARKS:-2;�);-(-�-, 0V4); 1 DAT INSPECTOR a 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 CONSTRWnON [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 2 izV, I INSPECTOR OF SObT�6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 �O _ INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ) ELECTRICAL (ROUGH) [ ] EL ICAL (FI ) R MARKS: p,/ D l,worJ�..Q, DATE INSPECTOR 'a �o��,oe$Wiryo6 f f TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) NC] ELECTRICAL )FINAL) REMARKS: DATE �4 INSPECTOR ho#OF so!/ryo6 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 [ ] ELECTRICAL (ROUGH) TrtfLECTRICAL (FINAL) REMARKS: DATE -3 Z6 I� INSPECTORS' f AOF 80UTy�* 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 [ ] ELECTRICAL )ROUGH) [ ' ELECTRICAL )FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rIULATION FRAMING/STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0� DATE INSPECTOR *aoFso�ryo* TOWN OF SOUTHOLD BUILDING DEPT. 76S.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY �>�IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: _ DATE �7 1 ^ 12 INSPECTOR air rrI W .�_ - ME MIMI Ir rr IN AMA i 1 _ I J / 1 • ,i�✓� .j � Vfv� , TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans -TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �/ � Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. / \ Trustees ExaminedVo' 9 , 20 fC1 � �U(Ntiv +++J Contact: Approved z ,20 jCC2 Mail to: Disapproved a/c --7 Phone: Expiration - / 20 /0 �U�_ A Building f6spector 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 sera 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. �To 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. Fvery 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 IS 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. (Signature of applicant or name, if a corp��or//at``i//on) 1 wawe 4/US 7 /J-�ts (Mailing address of appli t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premisesjIC,f7}pti TL/L! OQo�eeeT� o��vct (As on the tax roll or 1 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. 1. Location of land on which proposed work will be done: 3800 DUCK POND ROAD SO THOLD House Number Street Hamlet County Tax Map No. 1000 Section 083 .00 Block 02.00 Lot 001 .000 017.002 002 , 000 Subdivision Filed Map No. Lot (Name) 2. State existing use jpd•occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy YX)-TErT-B{�-TLD-1-NQ- N/A - NEW BUILDING b. Intended use and occupancy MdPEJ-BijPLL3�Id11 MEETING HOUSE 3. Nature of work (check which applicable): New Building X Addition Alteration Repair_ Removal Demolition Other Work 4. Estimated Cost $1 ,500,000.00 Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 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 Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front IRREGULAR Rear Depth Height Number of Stories 2 9. Size of lot: Front IRREGULAR Rest. 17.3 ACRES Depth 10. Date of Purchase Name of Former Owner 11. 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 ldt 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. Name of Architect EGA ARCHITECTS, 431 CONKLIN ST. , FARMINGDALE, NY 516-420-RIRz 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. 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) SS: J COUNTY OF �_n one.o/t I J'CQT being duly swom, deposes and says that (s)he is the applicant (Name of i dividual signingyy��contract) above named, (S)He is the OwAtex S leee (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. Sworn to before me this /5` `" day of_ZAMJ 20 0S �;�/o/t2 Notary Public Signature of Applicant VITO V.MUNDO Notary Public,State of New York No.30-4777562 Qualified in Nassau County Commission EYnileq Jan.31,20-4r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health a SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20_ Contact: Approved ,20_ Mail to: Disapproved a/c Phone: Expiration , 20 Building Inspector 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 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. J4(giguaturee pplicant or name, if a corporation) (Mailing address of appli t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (1),yees /Pero Name of owner of premises �LIC T�p/UFI1 ( �,y 74?.4.1 10XV r yo��yg (As on the tax roll or 1 test deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) �3 - � - ► ; 5 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 DUCK POND ROAD 0imunLD House Number Street Hamlet ConatyTax Map No. 1000 Section 083 . 00 Block 02.00 001 . 000 017.002 Filed Subdivision Map No. Lot Lot 002. 000 (Name) ' 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing uge and occupancy t OTE-& N/A - NEW BUILDING b. Intended use and occupanc MEETING HOUSE 3. Nature of work (check which applicable): New Building X Addition Alteration Repair_ —Removal—Demolition Other Work . 4. Estimated Cost $1 , 500,000.00 Fee (Description) paid on f 5. If dwelling, number of dwelling units Number of dwelling(units e on each floorg this application) If garage, number of cars 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 n L. Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front IRREGULAR Rear Depth Height Number of Stories 2 9. Size of lot: Front IRREGULAR Rear 17.3 ACRES Depth 10. Date of Purchase Name of Former Owner 11. 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. Name of Architect EGA ARCHITECTS 431 CONKLIN ST. , FARMTNMALE, NY 5)16 a2n RJR 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. 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) SS: COUNTY OF VE s being duly sworn, deposes and says that (s)he is the applicant (Name of ifidividual signing contract) above named, (S)He is the 040"12 S eeo�e (C(intractor,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 Torth in the application filed therewith. Sworn to before me this day of /�u1/�/ 20 0S Notary Public vino V.muNoo Signature of Applicant NOterY Public,State of NOW Y06 No.30-4777562 Qualified in Nassau County commission Exnires Jan.31.20-0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL 1? Board of Health SOUTHOLD,NY 11971 \ 4 sets of Building Plans TEL: (631) 765-1802 1 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form Contact: f , bk �'( ( / 'jam Approved 20_ Mail to: 6�—� LdkjLaz �nL'LC Dc, Disapprove d a/c �tf-� pcp C�d{rl l ►fw L �lt&rl Phone:�03J ' 18 7 6O 117)1 Expiration 20_ Building Inspector APPLICATION FOR BUILDING PERMIT Date 20_� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,an r applicable Laws,Ordinances or Regulations, for the construction of buildings,additions,or alterations or for rem al o demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,h usin code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. e of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician, plumber or builder P_16)11-62 1n_s�a�Cl��+ Q i Name of owner of premises L -t'Ls a i'DI1o(4J �6 1dtl9 S -TnG (As on the tax r6ll or latest deed) If augicant,- a Forporatiop, signature of duly authorized officer ��F� in "PCcS. e 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 Prgpos@,d rot will b�doe: House Number Street 1.1 Ham t County Tax Map No. 1000 Section Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of prem d intended use and occup cy of osed construction: a. Existing use and occupancy MG i A o pr b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work nehu/Amnr- /� V �� (Description) 4. Estimated Cost V-( I� -1- �',eg�fC� (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 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_Z 13. Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO 14.Names of Owner of premis r Address IS�-I I �Cuk I Aue Phone Nor�3 "7� Name of Architect 1, n 4j Address JoChmil-hill Len Phone No 1- 7 Name of Contractors} A�I)a A-13O M Address �4-2 arCwi Phone No. - pobtt C Jt� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO U * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO—Z— * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFy S F being duly swom,deposes and says that(s)he is the applicant (Name4of individual signing contract)above named, (S)He is the 1P rC s t d (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. Sworn to before me this day of ) 9, _20 A::� No Public Signature of Applicant SONDRA D. CRONIN NOTARY PUBLIC,N.Y.STATE No.O1CRW37113 FILED IN SUFFOLK COUN 1 Comm. Exp. February 14,20 James F. King, President ��0� SOOT,yO Town Hall Jill M. Doherty, Vice-President 53095 Route 25 P.O_Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G Q Bob Ghosio,Jr. 'O J� Telephone (631) 765 76 5-1892 , ODUNTI, Fax� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD (' l Permit No.: 6834A / Date of Receipt of Application: February 26, 2008 Applicant: Educational & Cultural Fund (Santorini Beachcomber Motel) SCTM#: 83-2-1,2&17.2 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)to modemizethe complex. 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 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 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 property. 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 ng, Pre Ki sid D Board of Trustees APR 14 2008 EHASZ O]ACALONE ARCHITECTS PC. Jill M.Doherty,President OF SOUryo Town Hall Annex James F. King,Vice-President 54 Main Roa P..O.O. Box 117979 Dave Bergen Southold, New York 11971-0959 Bob Ghosio,Jr. rn Q John Bredemeyer '. 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 in.Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. E� C EJ W E D 1 M. Doherty, Presi' t MAR 3 2010 oard of Trustees BLOG.OEPT. TOWN OF SOUTHOLD James F. King, President ��q SO(/j�o Town Hall Jill M- Doherty, Vice-President 53095 Route 25 Peggy A. Dickerson J�4 P.O. Box 1179 Southold, New York 11971-0959 Dave Bergen G T Telephone Bob Ghosio,Jr. � O �O T pone(631)765-1892 COUNTI N 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 Property 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 property. 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 Lgiils Paul Giacalone dated February 5, 2008. Permit to construct and complete project will expire two years from the date the permit is signed. JamipF King, President p �Board of Trustees ECEIdD JFK:Ims APR 14 2008 EHASZ GIACALONE ARCHITECTS P.C. New York State Department of Environmental Conservation Division of Environmental Permits, Region One Am Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631) 444-0365 - FAX: (631) 444-0360 Imhow Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETLANDS Alex Demetriades March 25, 2002 213 West 28" Street New York, NY 10001 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, J//Z--- Mark C. Carrara Permit Administrator cc: Michael Mapes, P,E. BMHP file 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 S.Grannis Commissioner Gerald Finkel, Chairman May 9, 2008 Educational and Cultural Trust Fund of the Electrical Industry 158-11 Harry Van Arsdale Jr. Avenue Flushing, NY 11365-3095 RE: 1-4738-00710/00003 Santorini Beach Resort 3800 Duck Poind Road, Cutchogue, NY S.C.T.M. #1000-83-2-1, 2 & 17.2 Dear Mr. Finkel: This is in response to your request for a Nom 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 oftice 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 Nan-Jurisdiction is always issued for the property and I lui to the owner, it is not necessary to transfer the letter to a new owner. "i 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, UQK Kelly Ann 1 lice Agency Program Aide CC: Kim Gennaro, Freudenthal & Eikowitz Consulting Group, Inc. NYSDEC, Marine Habitat Protection File Enclosures FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Dater_/_�/�_ �;. Date Sent:_/ 3 /$ Project Name: Project Address: Suffolk County Tax Map No.:1000-t- c) �KZZonin((g��District: 1?2 Request: (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: `144 -our i-cm v�0 �c Initial Determination as to whether site-plan is required: S gnature i Planning Department (P.D.) Referral: P.D. Date Received: / ! Date of Comment: Comments: Signature of Planning Dept. Staff Reviewer Final Determination Date: Decision: Signature of Building Inspector FOR INTERNAL USE ONLY SITE PLAN USE DETERMINATION Initial Determination Date:- Date Sent:_/ 3 /$ Project Name: T Project Address: Suffolk County Tax Map No.:1000- ��ZZoning District: 1 Request: � 1�42 n \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: Initial Determination as to whether site.Dlan is required: A7, Zdw Planning Department (P.D.) Referral: jilt ` ° P.D. Date Received: fro / /may Date of Commen�tFlA Comments: �/ �l } S. /,*� /mil TO U U1 ? 7�0 try..mw:u±' 70, 5fC ro a ii r, cJ�i� /•/ 4 e'titar/ O/ Signature of Plannin ept. Staff Reviewer Final Determination Date: l 9 Decision: 3 Signature of Wilding Ins ector 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 % 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, a u zed S nature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC: rile,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 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 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 % 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. n uth ize Slij ture Note to Applicant:Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: fide,Z.B.A.,planning MAILING ADDRESS: PLANNING BOARD MEMBERS of Sol/ P.O. Box 1179 MARTIN H.SIDOR �0 0/_ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 O EPH L.TOWN END oul (cor. Main Southold, NY Youngs Ave.) 1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD 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 f� Heather Lanza, Planning Director DEC LS D Mark Terry, Principal Planner SLOG,DEPT. TOWN OF�OJIHOLD 1 MAILING ADDRESS: PLANNING BOARD MEMBERS OF soUjyo Southold,Box 1 1 9 DONALD J.WILCENSKI hQ l0 971 Char OFFICE LOCATION: WILLI"J.CREMERS H Town Hall Annex KENNETH L.EDWARDS �p� 54375 State Route 25 JAMES H.RICH III 0��, 'M (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR C�UtlI'�a Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 26, 2012 2 � � j UIiI Patricia C. Moore, Esq. 51020 Main Road to ono Southold,NY 11971 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 conformance 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 cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector 1� Jamie Richter, Town Engineer Steven Paolini, JIBEI J Office Location: ho��pF SO(/ly0lo Mailing Address: Town Annex/Fast Floor,Capital One Bank 53095 Main Road 54375 Main Road(at Youngs Avenue) CA P.O. Box 1179 Southold,NY 11971 • �O Southold, NY 1 1 97 1-0959 OOUNTV,� http://southoldtown.Dorthfork.net R E Q U E BOARD OF APPEALS D TOWN OF SOUTHOLD NOV 17 2009 Tel. (631)765.1809 Fax (631)765-9064 BLDG.DEPT. TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING HELD NOVEMBER 12, 2009 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 issued a Negative Declaration on August 3, 2009. PROPERTY FACTS/DESCRIPTION: The subject property is a 16.59 acre parcel running 301.17 +207.02 feet along the Long Island Sound to the northwest, 463.43 + 890.14 feet along the northeast boundary, 1,293.92 feet along the southern 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'/2 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) Variance 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'/2 stories; r (b) Special Exception under Zoning Code Section 280-35B to construct and establish use as a conference facility for member private training and education classes; (c) Special Exception under Zoning Code Section 280-35B concerning as-built Motel units in former accessory poolhbuse 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 variance relief with respect to the 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#1000-83-2-17.3 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 variance 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 Variance 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 hearings on this application on April 23, 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: a 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: it 1. Town Law ;267-b(3)(b)(1). An undesirable change will not be produced in the character of the neighborhood or a detriment to nearby properties. With respect to the height of the meeting house, the building will be ja integrated into the existing slope. The building was conceived as 2 Yx stories.Whether the building is determined to have 2 '% or 3 stories, 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 first 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 267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by any method feasible for the applicant to pursue other than area variances. The property is sloped on its eastern 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. 3. Town Law 2,07-b(3)(b)(3). The relief requested is not substantial. The area above the second story largely consistsfof what is traditionally categorized as "attic space." It will be used for storage, lavatories, elevator, stairway, and hallway for access to the roof top deck. r 4. Town Law 267-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 evidence 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 the 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 THE ELECTRICAL INDUSTRY,Applicants CTM Parcel#10b0-83-2-17.3 6. In consideration of the criteria,the Zoning Board of Appeals determines that the benefit to the applicant if this variance 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 UNITS STANDARDS/REASONS FOR BOARD ACTION After review of the requirements set forth pursuant to Chapter 280 governing uses by Special Exception review, and on the 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 accessory poolhouse building follows the code-required conditions that were satisfied by the existing motel prior to itsacquisition by the applicant. I: (a) The parcel is over 16 acres in size and hence exceeds the 5 acre minimum. (b) Tho maximum number of guest units shall be: [1] One unit per 6,000 square feet of land without public water or sewer [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 private training and education classes is provided; the meeting house will be used by the same members who occupy the motel. The conditions listed therein will be satisfied. 3. In addition to the criteria set forth in §280-35B, the additional (as built) motel rooms and conference center as proposed are subject to the criteria set forth in Article XXV of Chapter 280. Upon review of the consideration of the criteria set forth in §280-143, the Board determines that the proposed uses are in harmony with the zoning ordinance and will not adversely affect the neighborhood when meeting the code requirements. 4. In addition,the Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds that: A) The use of the property as a motel and conference facility and related activities as proposed will not prevent the ordedy and reasonable use in this zone district and adjacent districts. The adjacent property on the north is the'Long Island Sound, on the east by a single-family residence, to the south by properties zoned Agricultural Conservation(AC) opposite Duck Pond Road is a development of single-family homes in the residential zone district. B) This use wiltinot prevent orderly and reasonable use of permitted or legally established uses in this zone district or adjacent use district. 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 its location. 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 applying the balancing test under New York Town Law 267-B, a motion was offered by Member Simon,seconded by Member Weisman,and duly carried,to GRANT the variance 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 concerning 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 guests thereof. Vote of the Board: Ayes: Members Goehringer(Chairman), an a "ider. Absent was: Member Homing. This Resolution was duly adopted G P. Goehringer, Chairman -'Approved for Filing 1VA' /2009 a Office Location: �M1 ��F SUUlyO Mailing Address: Town Annex/First Floor,Capital One Bank # # 53095 Main Road 54375 Main Road(at Youngs Avenue) CA P.O. Box 1179 Southold,NY 11971 • �O Southold, NY 11971-0959 ��'�OOUNiV http://southoldtown.northfork.net RECEi6' BOARD OF APPEALS IEp �— TOWN OF SOUTHOLD ! 5 2 Tel.(631)765-1P119 Fax (631)765-9064 ) 8 ` FINDINGS, DELIBERATIONS, DECISION `'o�J Town Clerl MEETING HELD NOVEMBER 12, 2009 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,Cutchogue adjacent to L.I. Sound,CTM Parcel 1000-83-2-17.3 (former owner: Demethades,Santorini 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 actionen 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 Department of Planning issued its reply dated December 2, 2008 stating that this application is considered a matter for local determination as there appears to be no significant county- wide or inter-community impact. LWRP/EXEMPT: 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 acre parcel running 301.17+207.02 feet along the Long Island Sound to the northwest,463.43+890.14 feet along the northeast boundary, 1,293.92 feet along the southern 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 Yz story frame and masonry buildings,a restaurant building,and a one story frame building,as shown on a survey by John C; Ehlers, L.S.,dated 08-11-2008 and revised on 10-02-2008 and 4-20-2009. BASIS OF APPLICATION:+ The applicants request a Variance concerning an application for a drainage control permit based on the Building Inspector's June 3, 2009 Notice of Disapproval under Section 280-236(13),for the reason that the site plan shows a land area having a slope greater than 20%for the construction of the proposed meetinghouse building FINDINGS OF FACT The Zoning Board of Appeals held a public hearing 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 into the side off a hill on the eastern side of the subject property 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#6314—JOINT INDUSTRY BOARD AND E R 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 run-off problems and recommended relocation. The Southold 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 variance relief as applied for with regard to the location(and the 3 story height, under application#6245)of the proposed meetinghouse on the basis that the applicants submitted a SWPP plan that addressed all concerns about erosion and stone water runoff and that they would be adequately controlled during 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 support. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following.findings: 1. Town Law 6267-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 meetinghouse on a steep slope on the far easterly side of the property was chosen so that the building is at the greatest possible distance from the entry to the site and the residential 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 meetinghouse is designed to act as a retaining wall with footings which provide anchors and will prevent erosion. 2. Town Law 6267-b(3)(b)(2) The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, otherthan an area variance because the property 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 be located closer to the living units on this"campus style"conference facility. 3. Town Law 4267-b(3)(b)(3). The amount of relief requested is not substantial. Storm water drainage and erosion control will be achieved by the proposed SWPP, in addition to the use of gutters, leaders, and drywells as per code. Building into a slope will cause minimal disturbance to the site. 4. Town Law 6267-b(3)(b)(5). The dilficulty has not been self-created in so far as it is the result of the existing topography on the subject property 5. Town Law 267-b(3044). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. One hundred feet of the property along the eastern boundary will be preserved and remain wooded. The building is located more than 200 feet from the Long Island Sound, The Town Engineer has reviewed the site plan and the SWPP in relation to the location of the proposed meetinghouse and has stated that erosion control is adequate for the 20% and greater slopes and that proposed drainage is adequate. The SCPC acknowledged 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 u 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a meetinghouse on a slope greater than 20%, while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman,seconded by Member Simon,and duly carried, 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 variance as applied for,and shown on the John C. Ehlers survey 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 nonconfornities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Goehnnger, Simon, Weisman er. ber Homing was absent. This Resolution was duly adoptgd(4-0). Gera .Goehringer,Chairman ved for Filing 11/%C I2009 MAILING ADDRESS: PLANNING BOARD MEMBERS pF SOFT P.O. Box 1179 � MARTIN H.SIDOR 1 O� yQ� Southold, NY 11971 Char OFFICE LOCATION: WILLIAM J. CREMERS �pt? Town Hall Annex KENNETH L.EDWARD5 G �% 54375 State Route 25 JOSEPH L. TOWNSEND (cor. M DONALD J.WILCENSKI ��'yC0UN1V � Sout dYNuY Ave.) Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE February 9, 2010 TOWN OF SOUTHOLD ,9 EC v Patricia C. Moore, Esq. D D 51020 Main Road FEB 2 3 2010 Southold, NY 11971 BIDG.DEPT. Re: Final Approval: Joint Industry Board of the Electrical IndustryTOWN of SouTHDto Located on the east side of Duck Pond Road, approxi eet east from Depot Lane, Cutchogue SCTM# 1000-83-2-17.3 Zoning Districts: RR & AC 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. WHERE is fnr the proposed construction of an 18,000 sq. ft. m ing/conference d i facility an erior alterations of an existing motel, restaurant, pool and Poo _ ia .3-acre site partially located in the Resort Residential and Agricultural Conservation 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 Page 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 re-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 Southold 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 Page 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 e� k Town of Southold UErosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 'b PROPERTY LOCATION: s.c.T.M.a: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A s y� 00 0 9.3 Z j �J,3 STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN TENEF e3 cf� o�fE r Z`f`-- CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORH. SCOPE OF WORK - PROPOSED CONSTRUCTION YrEM# / WORK ASSESSMENT Yes No a. What Is file Total Area of the Project Parcels? (include Total Area of all Parcels located within Q Will this Project Retain All Stomt-Water Run-Off the Scope of Work for Proposed Construction) &� [ 1¢CQP J Generated by a Two(2')Inch Rainfall on Site? (S.R l Acres) (This item will include all runoff created by site J ❑ b. What Is the Total Area of Lard Clearing clearing and/or construction activities as well as all '.. and/or Ground Disturbance for the proposed �Acy� Site Improvements and the permanent creation of construction activity! (S.F.I Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Pradd,AddamNPwe-Nwd,d) Drainage Structures Indicating Size&Location?This Item shall Include all Proposed Grade Changes and — M L,G w SP2✓cT j�wosr T/+T 6161, rR Slopes Controlling Surface Water Flow. !?// 3 Does the Site Plan and/or Survey describe the erosion lx'w T /c o t/5 P and sediment control practices that will be used to 1// ❑ control site erosion and storm water discharges. This item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural ❑ Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? Fill 6 Is there a Natural Water Course Running through the ❑ Site? Is this Project within the Trustees jurisdic Re tion General DEC SWPPP aulremems: or within One Hundred If 00')feet of a Welland or Submission of a SWPPP Is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are pad of a larger common plan that wit ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities Involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? l the DEC has determhed M storm water a SPDES permit Is required for sto water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ❑ for Storm Water Discharges trap Construction activity-Permit No.GP-0.10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shalt be prepared prior to the submittal of the Not.The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of consuudion acuvfty. 2.The SWPPP shag describe the erosion and sediment control practices and whem 9 Will this Project Require the Placement of Material, a — required,poste nsbuctiun storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pdNmnts in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder cemplIsnce with Me term and conditions of MB pemhG In addition.the SWPPP shag Area?(Thor lam wM Nor lalue,ew Inhalation a onwwq Aprera.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Oueetons One through Nine Is Answered with a Check Mark 3.AN SWPPPs that require the post-owstruclWn storm water management practice in a Box and the cerwtruction see disturbance Is between S,SeeS.F.&1 Acre in area, component shag be prepared by a qualified Design Pmfesaional licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan Is Requked by the Town of that Is knowledgeable In the pdnclples and practices of Storm Water ManagemenL Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A(]air Mark(.f)sn Answw Wreath Queabi a RwMrod bra OmVkW APpria I STATE OF NEW YORK, CONNIE D.BUNCH COUNTY OF F ....................... .......SS Notary Public State of N&W lbrk No.O1bU M050 Qualified in Suffolk CDurgI(tyy '17hat 1,................ ...................................................being duly sworn,deposes and sa�� l{c�BSf61a1fl(f�Tl 8 _ me of Yidrvidual slgMrg Daamient) nn _OrPemlit, Andthat he/she is the �GVX/?e S /(tip.................. ...S.............. ... ..................................................................................................................... (Owner,Conbactor,Agent,Corporate Officer.etc.) 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 application are Due to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; 1...0.. .1................... day of �................... ,20..�.� Notary Public: ...... T.l. 1. f....... ...... .... jl�G�..�/.. ... .. ..... ... (Signature of Applicant) FORM - 06110 �o�y�OF SOf/lyo Town Hell Annex �,I6 54375 Main Road Tell ( ) 1 P.O.Box 1179 ro enrichert9l us Southold,IVY 11971-0959 I. A1UNI'1,' JUL 2 2 2011 BUILDING DEPARTBI ENT BLDG. DFPT, TOWN OF SOUTHOLD TMNN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ADate: -� • 2c Company Name: o�z►� s Name: License No.: �I,FPoI t[ �d G3►a M� t2• t•ll Address: G 3 r] 1 Phone No.: G 4 is JOBSITE INFORMATION: (*Indicates required information) *Name: rI6`a 2z�aQT *Address: �gm �1 -IC ?1,A-1 Q1 0, uo 4 *Cross Street: *Phone No.: G t . —�� 225 Permit No.: Tax Map District: 1000 Section: 089 Block: Lot: e i -moo *BRIEF DESCRIPTION OF WORK(Please Print Clearly) //•1 l/1 LpY 6•rn.��•. �� as, f ELec.T L ., T0. (Please Circle AN brat Apply) *Is Job ready for inspection: S/ NO Rough in Final � *Do you need a Temp Certificate: YES NO Temp Information(If.needed) *Service Size: 1 Phase 3P o0 150 200 300 350 400 *New Service: Re-connect Underground umber of Meters Change of Service Overhead Additional Information: ( PAYMENT DUE WITH APPLICATION 2ocoa 3� L(w 12P� Lrao UPA z'i 'T'at.aace ._, of Exr.-r .�c (..IPA tSFoQ..=e t ►.1 �• �3. '�}� 82=1equest for Inspection Form l Sr'Sc0 � 'R •c Q c •�5 l�39 S� gip sp TOWN OF SOUTHOLD P OPERTY RECORD CARD OWNER STREET3� 0 -y- VILLAGE DIST. SUB. LOT e Etc -n> C FORMER OWN R N E ACR. S W TYPE OF BUILDING � n FJ fir' `"ses To c I RES. r'� SEAS. VL. FARM COM CB. MILS. Mkt. Value LAND IMP. TOTAL DATE REMARKS I 'oCICJCJ ��O So Does /'ez�vice�a ,se;z fa Y7/ri� �!,, 1Z-,%3 .cp.'-ff, I b rid D _ 02✓0� I Gf.. qv �eVA=w¢o .0 IL'. ', yi Yf s 9QO 'o?� 3 `l 3/ - 23 /3i 3 — ,1.. 5 7 9 `a!r 1�5Gai7 �9I �I-Lll�/7(�D5�10 - ✓!d ta �L�is�.S 70 %`� 'r��S o� 'ay' 0,J faCh EHA GMALONE ARCHITECTS PC. finable FRONTAGE ON WATER — Noodland FRONTAGE ON ROAD �Aeadowlond DEPTH douse Plot BULKHEAD total I o a Q-� r h r 4. Bldg. X, ounclation Bath Extension Basement t I t Floors Extension Ext. Walls Interior Finish Extension — I �� Fire Place Porch (-f '}-Heat �I' - - - - - - -- - - - - - - �- ---- '-""�orch s I st Floor - - Breezeway Patio Rooms 2nd Floor Garage Driveway i a ..,� cb0 S • m 093 ^� o 5111 iC "mo'«,Kv 3Q� 3$ qq � r!�x mx 9 naH n 4 rSr o .,, Sol r 9 a�i�„ ��® o nQ of®4 I:�W 2S i� t vQY . OWNERS STREET VILLAGE DISTRICT SUB. LOT F.1 e � N z9�c F - z E ACREAGE ` OWNER FgRMER �. - �.J�. t r is r"i r `1 ! ✓ � — g V,/ G' . ... �� ,..,r- TYPE OF BUILDING RES. SEAS. VL. FARM COMM. IND. CB. MI SC. 4e- = fey LAND IMP. TOTAL DATE REMARKS ` - 3� iV 1000oAreE' 2 L2 �D XBUILDING CQNDIT19K.,,, NEW NORMAL BELOW ABOVE Farm Acre I Value Per Acre Value Tillable 7 Tillable 2 Tillable 3 Woodland ) .�_� Znu.F,01,, Swampland � Brushland House Plot Total TOWN OF SOUTHOLD PROPERTY RECORD CARD )W N ER STREET ' { �,/� VILLAGE DIST. SUB. LOT ox, e d ORMER OWNE N e/ ACRE rr �/ S W // TYPE OF BUILDING _S.S' c�l� SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND) IMP. TOTAL DATE REMARKS o�ap b oa Z,3 0 �l 3 9S >c.„ c:�.✓ 9 -7 5 b ,' 41 .? a Ovp 93 - 5910 9.3R�{ - 309 94vi 5 - co _/ ".'CJ i1 1 !i 9� �'et2q._ r :.,.,r„r .'C/�✓�' -Sre= ,F ab able FRONTAGE ON WATER odland FRONTAGE ON ROAD ❑dowland DEPTH ise Plot BULKHEAD of ■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■rye■■■■■■min ■■iii■■iiiii■■■i■�■i ■■■..■..►►cm■■■■■E■■■■ : .. Foundation Basement ., -� Ext. Walls �� . Rooms Ist Floor _ „ _ • �_ E _ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT -- - — ACR. �r REMARKS TYPE OF BLD. PROP. CLASS (DO-14, V,( t 70 LAND IMP. TOTAL DATE r / - LE�/��547, _��1 � 3 opo k" sa C I Ztla { FRONTAGE ON WATER TILLABLE z , a1fs FRONTAGE ON ROAD WOODLAND 30� DEPTH MEADOWLAND BULKHEAD HOUSE/LOT TOTAL COLOR TRIM i M. Bldg. Foundation Ce Bath Dinette FULL Extension Basement CRAWL Floors Kit. SLAB Extension Ext. Walls Interior Finish L.R. Extension Fire Place Heat D.R. Patio Woodstove BR. Porch Dormer Fin. B. Deck Attic Breezeway Rooms 1st Floor Garage Driveway Rooms 2nd Floor O.B. Pool 04/10/2012 09:20 631-852-5755 SCDHS WASTEWATER MGT PAGE 01/03 COUNTY OF SUFFOLK (D STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MM MPH,MBA,MSW Commisela�er EMNQ .: 631-M-5705 TRANSMITTAL EQRLHI TO: Mike Verity FROM: Craig Kne per, PE DATE: April 10, 2012 SUBJECT: Santorini - SCDHS Ref.#: C10-08-008 PAGES: 3 (Including this page) If this is not received in its entirety, please call 631.852-5700. CONROEWUWTY NOTICE: This foot baneml0*0 is mended only fw Ike hhse of the hldlvktuai Or entity to which It is addressed and may contain conflderdial fiformatlon belonglttg to the sender which Is protected by Privilege. R you are not the intanded redpkK you are hereby.. that asy disdosure,copying,distribtdlon,or the taking of ON adlon In reliance on the eon mis of this Ioferhrhaton Is strictly prohibite& t you have received tds trerhernhdoh b error, pism m ft the smWer YlwnodWteq►by Phone or fret and ddeb the original wam"s. DIVISION OF ENVIRONMENTAL QUALITY Office ofVVastewatsr Management•380 Yaphank Avenue, Suite 2C,Yaphank NY 11980 (631)8625700 Fax(631)852-5755 Prdhtte7adllh 04/10/2012 09:20 631-852-5755 SCDHS WASTEWATER MGT PAGE 02/03 RESULT OF CONTRACTUAL NEGOTIAT THE OWNER AND JAMES, LASALA AI LLP. THESE PLANS AND SPECIFICAT THE SUBJECT OF A COPYRIGHT PET NOT BE REVISED OR REUSED BY Al THE WRITTEN AUTHORITY OF JAMES ASSOCIATES, LLP." f HARVEY BIENSTOCK, - _ R38- _ _ _ 761-80 COATES AVENUE PROPERTY LINE BROOK TELEPHONE NY 11741 TE : 516.972.6888 FACSIMILE: 631.852.5888 JOB SIAM�y��yy��#rr M JOB P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 117 TY LINE TEL:(516)420-8383 FAX:(516)420 PROJECT SANTORINI B; RESORT 3800 DUCK.POND R4 CiTTCH00tM, NEW YO] DRAWING FINAL C�� SAN I T,4i�l' DATE 1/2e/0e DRAWN - SCALE AS-NOTED CHECKE ; V. t.r Sri v:u:. � 'U ;"'4' s� ,r a•4T r t,c."".L'rt a �, sCcS 'PROJECbaAE 00014 HET i.ZQIL,_. ,. � `Oo 8" D WIC OYceo;WastewaterManagement s no „� qg F � ME'a 04/10/2012 09: 20 631-852-5755 SCDHS WASTEWATER MGT PAGE 03/03 EXISTING -WH1 'MAi N71UL W RECEPTAdLE NDRY ROOM MLAN XISTING FOUR (4) _ AN ITARY EXISTING MP STORM S TION POOLS(TYP.) 0 XI EDGE OF PA ' \ G �TARY I AllE MAIN TII J II i \ o ING G r x ° &ADDLE \ A SEEMMBLY EXISTING\ STORM \ POOL \ 1 (TYP.) ` r a STI G EXI! :ISTING ' ` 1 SMH1 FIVE EGG 1 BALL, CURT LI EX1571NS OUT S STING SWIMMING PO PO FIVE (5) SEPTIC TANKS Do aI I , bit \ ` Z SIXTEEN 1 o DA EXISTING Dk SANITARY tX 15 LEACHING Fy Eau I P a POOLS AND .�/ F nnm 11 f5 lourEXISTING 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, copies of permit application and correspondence on file with the Building Department. ` APPLICATION: Typed or neatly written, signed by the property owner and notarized. IfOV you have a representative signed for you, please furnish a signed consent form from the oviner 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 name, 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: Surveyor must show proposed and existing setbacks, patios/driveways, wetland buffers, 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 property 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 V COPIES OF COVENANTS AND RESTRICTIONS � TOWN PROPERTY CARD (may be available from Assessors Office) Y�S LWRP FORM eight copies total for waterfront or properties containing wetlands with an 8th set of L1 the entire submission. Please complete all questions and add reasons; also please attach A-4-( 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 �11� setback or lot size, or other dimensional variance. yp 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 10104; 1/07;5107 �gUFFO(,�� Office Location: 0� pG Mailing Address: Town Annex/First Floor,North Fork Bank h z 53095 Main Road 54375 Main Road (at Youngs Avenue) 0 ' P.O. Box 1179 Southold, NY 11971 4' �� Southold, NY 11971-0959 col ,w �a http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 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 i For Office Use Only Fee:$ Filed By: Date Assigned/Assignment No. Office Notes: House No.3Qd0Street DUCK- P000 -00AL) Hamlet S00T4c),64, 1 q C�C),L SCTM 1000 SectionMBlock0 l.Lot(s)9AI, 002 Lot Size ( 7. 3 fKRE Zone_gl�e I (WE)APPEAL T WRITTEN DETERMINATION OF THFjB LDING INSPECTOR DATED BASED ON MAP DATED (p /rj f jbtfl ( C , C—AffRs G,5, Applicant(s)/Owner(s):_'0U(-At01,JA(,s 4GU(;CAA(. I Lt jj1Xi1Q&5 MailingAddress: ` s a -I I t-hr U..)G t.,, A VI , no 5 t biro 1 a 11 5� Telephone:1 1? ! lJ IM Fax#: 1'�g 9-28 ()6 2J Email: V M t i 5151 . C O fY7 NOTE: In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Npt- 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: 'pl-Applicant/Owner(s), or ❑Authorized Representative, or ❑Other Name/Address below: WHEREBY THE BUILDING IN PECT R REVIEWED MAP DATED and DENIED AN APPLICATION DATED ZD O FOR: )' uilding Per t ❑Certificate of Occupancy ❑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 Section280- S9 Subsection( 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 To Code,Article Section ❑Reversal or Other F)( � - Qp SfogIE5 A prior appeal❑has , s6as not been made at any time with respect to this property,UNDER Appeal No._Year Zpplease be sure to research before completing this question or call our office for assistance.) Name of Owner: J4 �w�R'v C U�-FugA L, �Zo��T'( f{p�(JI nJ(ps ZBA File# REASONS FOR APPEAL(additional sheets may be used with Prenarer's sienature)' 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: M�4 ' tl S()AC(= w1Yi-I 4 bu l Q Irl'oS, 1�ft5 P��tL�(r1G� (?otjf�o S - r> 'P;r AVCHrt'EC7v24-l. a=-6Iror1 of TFfe PajNA-Fero I J U!l (�!r.k� AfJD5 u�N (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: _ tU (3) The amount of relief requested is not substantial because: 1�J McETil-J6 HOU56 Q0e5 "67 hVO sl(,*rJiF1Cflrfi'A2P+ tO J*e siTe , (4) The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because:: 0 (5) Has the alleged difficulty been self-created? KYes,or ( )No. Are there Covenants and Restrictions concerning this land: )I-No. ❑Yes(ptease furnish cony). 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 A USE VARIANCE IS BEING REQUESTED, AND PLEASE COMPLETE THE ATTACHED USE VARIANCE SHEET: (Please be sure to consult your attorney.) Signature of Appellant or Authorized Agent Sworn to before me this (Agent must submit written Authorization from Owner) day of ,20 Notary Public APPLICANT'S PROJECT DESCRIPTION (For ZBA Reference) Applicant: t�k)OCA tt or44 l/ $ Lu l ron/a L Date Prepared: F tc>x TZT-f t Q 10 ro 5 I. For Demolition of Existing Building Areas Please describe areas being removed: N P' II. New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension: H11'' �OX 1511 x Go, MR560Wx— Dimensions of new second floor: Y.- 17. 1 X coo i (Cz,f2 &jLNL Dimensions of floor above second level: A PR ROX Goy X 10 1 21ZE'G0CA(Z — Height(from finished ground to top of ridge): 4 t:-9 1 Is basement or lowest floor area being constructed? If yes,please provide height(above ground) measured from natural existing grade to first floor: 1t fl- 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: Nf� Number of Floors and Changes WITH Alterations: N W. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Proposed increase of building coverage: Square footage of your lot: Percentage of coverage of your lot by building area: V. Purpose of New Construction: UCk.TonlAL 5©C iftL► ?ui2P05Es w2 &U —5Z VI. Please describe the land contours (flat,slope %, heavily wooded,marsh area, etc.)on your land and��hgqw it relates to the difficulty in meeting the code requirement(s): TIIS ITt; ( I�t -nfe, AfL.e/t aF- rt- NI:� 1;5L irJb i5 sf o S A"-) 15 OO 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 d Page 3 of 3 • Appeal Application Part B: REASONS FOR USE VARIANCE fif requested): For Each and Every Permitted Use under the Zoning Regulations for the Particular District Where the Project Is located (please consult your attorney before completing): 1. Applicant cannot realize a reasonable return for each and every permitted use under the zoning regulations for the particular district where the property is located, demonstrated by competent financial evidence. The applicant CANNOT realize a REASONABLE RETURN because: (describe on a separate sheet). NA 2. The alleged hardship relating to the property is unique because: NA 3. The alleged hardship does not apply to a substantial portion of the district or neighborhood because: NA 4. The request will not alter the essential character of the neighborhood because: 14 A- 5. The alleged hardship has not been self-created because: N F_ 6. This is the minimum relief necessary, while at the same time preserving and protecting the character of the neighborhood, and the health, safety and welfare of the community. (Please explain on a separate sheet if necessary.) M14 7. The spirit of the ordinance will be observed, public safety and welfare will be secured, and substantial justice will be done because: (Please explain on a separate sheet if necessary.) NA- ( ) 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 signature and notary area below. Signature of Appellant or Authorized Agent Sworn to before me this (Agent must submit Authorization from Owner) day of .................... 200 . (Notary Public) ZBA App 9/30/02 QUESTIONNAIRE FOR FILING WITH YOUR Z.B.A. APPLICATION A. Is the sub'ect premises listed on the real estate market for sale? ❑ Yes RNo B. Are there any proposals to change or alter land contours? ONo �es,pleaseexplainonattachedsheet. to CotJ5-T2oGT -rrw= T" C PrUOK5 A-RcuND 7TfE t7s)IL-Oit* wiLL PvEAV-Crt-Q To MU6FRT,;ffZM WOTS12. �. 1)Are there areas that contain sand or wetland grasses? (E 5 2)Are these areas shown on the map submitted with this application? YE 5 3)Is the propperty bulkheaded between the wetlands area and the upland building area? ES 4)If your property contains wetlands or pond areas,have you contacted the office of the Town Trustees for its determination of jurisdiction? 1(E$ Please confirm status of your inquiry or application with the Trustees: and if issued,please attach copies of permit with conditions and approved map. D. Is there a depression or sloping,elevation near the area of proposed construction at or below five feet above mean sea level? E. Are there any patios, concrete barriers,bulkheads or fet ces thal exist and are not shown on the survey map that you are submitting? — (Please show area of these structures 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? No If yes,please submit a copy of your building permit and map as approved by the Building Department and describe: G. Do you or any co-owner also own other land close to this parcel? �— If yes, please label the proximity of your lands on your map with this application.H. Please list present use or operations conducted at this parcel RE r �ES ►QENPIAIL- and proposed use f``Jo(Zf��S� (examples: existing: single-family; proposed: same with garage or pool,or other description.) Authorized Signature and Date 2/05; I/07 "Gown of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* 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 supporting and non supporting 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 SCTM# 0 R 3 - p_,12. -6I 1 0 Z) 0I1*007 PROJECT NAME 6 A'h,70(Z 10 1 The Application has been submitted to (check appropriate response): Town Board 0 Planning Board� Building Dept. Board of Trustees 1. 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: '�S Location of action: ✓FOD Q U (✓ Site acreage:_ l -7, 3 Present land use: 12E � (a L ��}• D R1 tom' Present zoning classification: REisloa�m#L C 17 2. 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: q)�FIW L- A't V f lLus µwo NY, 1136 5 (c) Telephone number: Area Code( ) 7/ U -4509 t 1-000 (d) Application number, if any: Will the action be directly 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 III-Policies; Page 2 for evaluation criteria. ❑Yes No�<NotApplicable 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 D No KNot 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 0 NogNot 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 D No VNot 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 throw h 21 for evaluation criteria 0 Yes 0 No .JNotApplicable 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 NoZNot Applicable 3/S 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 Attach 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 MONO 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 9Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWI2P Section III— Policies; Pages 47 through 56 for evaluation criteria. Id Yes ❑ No,<Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Pecouic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ Nox Not Applicable 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 FNOt Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LW_ RP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No DeNot Applicable PREPARED BY TITLE DATE Amended on 811105 / r S/ S . PRO/EC'I'I D tJUhrBEN SEQR W21 Appendix C State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I—Project Information (To be complete by Applicant or Project sponsor) 1.Applicant/Sponsor ! 2. Project Name FtUW00 IOL041�°5 3. Project location: Municipality County 50')TN-ow W -f 11 3�5 6 U A ry 4.Precise location(Street address and road intersections,prominent landmarks,etc.or provide map) S.Is proposed action: -NEW ( ) EXPANSION ( )MODIFICATION/ALTERATION 6.Describe project briefly: G 7.Amount of land affected: Initially: acres: Ultimately: acres 6.Will proposed action comply with ebsbng or other eAstingaand use restricltons: YES ( )NO If No,describe briefly: r 9.What is present land use in vicinity of project:(describe): esidential ( )Industrial ( )Commercial Agricultural ( )Park/ForestlOpen Space ( )Other 61 WOLe {^lto-ttt.�( 2es ft�EiJc�S F�KM 10.Does action Involve a permit approval or funding,now or ultimately from any other Governmental agency,(Federal,Stale or Local)? - ( )YES NO If Yes, list agency(s)and permitlapprovals: t 11. Does any aspect of the action have a currently valid pennil or approval? ( )YES NO If Yes, list agency(s)and permitlapprovals: 12.As a result of proposed action,will existing penniVapproval 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 knowledge Applicant/Sponsor Name Ct) A ate: 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 "'LrM-�LUSURE FORM �s 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 conflicts of interest and allow it to take whatever act on is necessary to avoid same. yvc�t{��ut4L # cUtjW ru^�aL ��i2aP1l 1k�Lowro(Last name first name middle initial, unless you are applying in the name of someone else or OF other entity, such as a company. If so, indicate the other person or company name.) NATURE OF APPLICATION: (Check all that apply.) Variance Special Exception x *Other Approval or Exemption from plat or official map Change of Zone Tax Grievance *If"Other"name the activity: Do you personally (or through your company, spouse; siblin , parent, or child) hav relationship with any officer or employee of the Town of Southold "Relationship" includ seba blood marriage or business interest. "Business interest" means a business includin a partnership, in which the Town officer or em to ee has even a partial ownershi of or employment by) a corooration in which the Town ffi citare, em- wyuc owns more ,an 5% of the, YES NO �< --- Ifyou ansivered "YES" complete the balance ofthis form and date and sign where indicated. Name of person employed by the Town of Southold: Title or position of that person: Describe that relationship between yourself (the applicant, agent or contract vendee) and the Town officer or employee. Either check the appropriate line A through D (below) and/or describe the relationship in the space provided. The Town officer or employee or his or her,spouse, sibling, parent, or child is (check all that apply): _MA, A) the owner of greater than 5% of the shares of the corporate stock of the applicant(when the applicant is a corporation); NA-__ B) the legal or beneficial owner of any interest in a non-corporate entity (when the applicant is not a corporation); C) an officer, director, partner, or employee of the applicant; or - .� D) the actual applicant. DESCRIPTION OF RELATIONSHIP 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 of deadline 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. ➢ AFTER-TECHNICAL REVIEWS, RESEARCH AND OTHER DATA ARE COMPLETE AND NOTED INTO THE FILE RECORD, YOUR APPLICATION MAY BE CALENDARED FOR A PUBLIC HEARING DATE. THANK YOU FOR UNDERSTANDING. ZBA DEPARTMENT r" � BUILDING PERMIT REVIEW PROCEDURE Request made to building inspector for building permit Reviewed by building inspector for compliance with zoning ordinance ' - subdivision regulations . building codes,etc. • health dept.regulations Conditions not met Site plan approval or special ' use permit required Building permit •must be denied All conditions met t Applicant can seek Applicant referred to appro-_ - relief by: priote body(plannine board. 'I. comolying with requirements board of appeals or legis-lative body ) for review. revising plans seeking a zoning change 7- seeking a variance } requesting an interpretation = Building permit issued of build big inspector decision . . Satisfactory relief achieved I Approval received Buddin ermit issued g P Building permit issued Construction completed according to plan . .._ Certificate of occupancy issued ' v 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 of 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. ' gUffOl,� - free Location: �� Q J Mailing Address • oy, Gyp Town Annex/First Floor, North Fork Bank C4 53095 Main Road 54375 Main Road (at Youngs Avenue) P.O. Box 1179 Southold, NY 11971 Southold, NY 11971-0959 http://southoldtown,northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 100-274. Fees. [L.L.No.30-19921 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.3-19951 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 ($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 FUAi EDUCATIONAL AND CULTURAL TRUST FUND W OF THE ELECTRICAL INDUSTRY a 158-11 HARRY VAN ARSDALE JR.AVENUE•FLUSHING,N.Y. 11365-3095 TEL: (718)591-2000 • FAX: (718)969-3081 • www.jibei.org frfCTRIC�\\h0 HARRY VAN ARSDALE JR. Founder June 30, 2008 D E C LS Q Trustees D DRGERALD FINKEL Heather Lanza JUL 2 2008 ctor Chairman/Director CHRISTOPHER ERIKSON Director of Planning Vice Chairman P DAVID B.PINTER The Town of Southold PlanningDepartment EHASZ GIACALONE Treasurer Town Hall Annex Building ARCHITECTS PC. JOHN E.MARCHELL 54375 Route 25 Secretary P VITO V.MUNDO P.O. Box 1179 Counsel Southold,New York 11971 GINA M.ADDEO JAMES F.ANGUS THOMASARROYO HOWARD BALDINGER RE: 3800 Duck Pond Road JOSEPH BARBARO Southold LOLA E.BARTON EDWARD J.CLEARY _ LEON CONN Dear Ms. Lanza: MICHAEL DeANGELO HY GREENBLATT IRA GRUNTNEIR I am writing to you in response to inquiries-I received regarding the ROBERT A. HEMSING construction of a new building on our property and its intended use. HARVEY LIFfON EDWIN LOPEZ RAYMOND MELVILLE Please be advised that the meetinghouse that we have a desire to build on the SANDRA MILAD property is for use by our membership for training sessions and educational EDWALANCE V N ARSDALE The meetinghouse facilities will be used by the same individuals LANCE VAN ARSDALE purposes. g THOMAS VAN ARSDALE who will be staying overnight in the motel units. The total occupancy of the WALTER D.WHITELAW 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 96 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM + A. INSTRUCTIONS 1. All applicants for permits* 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 supporting and non- supporting 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 sCrM# o 9S 3 -_ j 2 __t'� 1 O ?-) 41 '7000 7— PROJECT NAME $f}i-TO(Z.1 N 1 The Application has been submitted to (check appropriate response): Town Board N Planning Board V1XI Building Dept. Ed Board of Trustees 1• 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: 11 MA J AP' -?OVAL Fro iz N E 0 '/s Location of action: AP IQ �� y 0� 774 L Site acreage: � �, 3 Present land use: Present zoning classification: �' i ( png 2. 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: G u G17044L �j_ 1 _1N(.o =`(b) Mailing address:, �) L dam„ ��IG► .tJ I 'LVS 1+1N(' NY, 1365 (c) Telephone number: Area Code O 7( C— 02,000 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ N4K 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 III—Policies; Page 2 for evaluation criteria. ��.,,//�� []Yes No J of 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 E No KNot Applicable 1 _ 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 0 Yes D NogNot 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 VNot 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;?Not It21 for evaluation criteria Yes 0 No Applicable 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 [r NoWNot Applicable -31 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 E No;<Not Applicable Attach additional sheets if necessary 1 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. 0 Yes❑ No V Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III — 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 ❑ NoJ,�Nj Not Applicable 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. [dyes ❑ No KNot 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 )KNot Applicable PREPARED BY TITLE DATE Amended on 811105 r fi ` s� 617.20 Appendix A D(�A7 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 may have little or no formal knowledge of the environment or may not be technically expert 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 in 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-large 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 1 and Unlisted Actions Identify the Portions of EAF completed for this project: part 1 ❑Part 2 Upon review of the information recorded on this EAF'(PArts 1 and 2 and 3 ffappropriate),and any other supportingPart 3 considering both the magnitude and importance.of each impact,it is ncyh information,and P reasonably.determined by lead agency that: ®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. B. 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.* ®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. 'A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Tfficer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer (if different from responsible officer) website Date Page 1 of 21 PART 1--PROJECT INFORMATION 4 Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form,Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 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 indicate and specify each instance. Name of Action !—' Ar�l70(�Z I N! fit .,- Location of Action(Include Street Address,Municipality and County) o>7f�o LQ N Y Name of Applicant/Sponsor J!0Q0 ('Ar 0ilJ -L Lt (�"J( jvf� ►�JJ„ts7.�.�i Hobo Address I S 6 — I I �� W E L �' �'_"'� I ,_ city/PO rLJ 5 ttf, N W Slate Zip Code 13 05 Business Telephone 7 (� 547 ,�.f ZOOQ Name of Owner(if different) Address City/PO - Stale Zip Code Business Telephone Description of Action: - v cnosfizuct Nou ► �l om saquff4a Fex.)r MWr6-�& HVUSG' 00 -rH& 51 TB OP rlf6F" 5 A-Wro(Cd,v f �P7{;AGFf' �L&5W2'T� Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable 4 A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use: E]Urban ®Industrial ®Commercial Residential (suburban) ®Rural (non-farm) ®Forest Agriculture L FZA CiOlher 2. Total acreage of project area: acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural acres acres Forested acres acres Agricultural(Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres d. - acres Water Surface Area V acres acres Unvegetated (Rock, earth or fill seer�ff acres V acres Roads, buildings and other paved surfaces acres acres Other (Indicate type) - acres acres 3. What is predominant soil typels) on project site? a. Soil drainage: ®Well drained _% of site Moderately well drained IDO % of site. Poorly drained % of site b. 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, What is depth to bedrock (in feet) 5. Approximate percentage of proposed project site with slopes: ®0-10%_% ®10- 15%_% ® 15% or greater_% 6. Is project substantial) contiguous to, of contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes 0 No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes ONO fin feet) VAfZ( B. What is the depth of the water table? ` , 6 APP �, f}f�oojesT polwr /f/ 9. Is site located over a primary, principal, or sole source aquifer? Oyes PqNo 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? NA Yes LJ No Page 3 of 21 7 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ©Yes P,N0 According to: Identify each species: 12. Are there any unique or unusual land forms on the project site? (i.e., cliffs, dunes, other geological formations? CRYes ®No Describe: 13. Is the project site presently used by file community or neighborhood as an open space or recreation area? ©Yes Wo If yes, explain: 14. Does the present site include scenic views known to be important to the community? Yes �No 0 F LcoN 154/+ND 5®U N(3. 15. StreamAss within or contiguous to project area: Ar -=- a. Name of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: Is. Size fin acres): Page 4 of 21 1 7. Is the site served by existing public urliues? VYes 11 No a. If YES, does sufficient capacity exist to allow connection? Was 11No b. If YES, will improvements be necessary to allow connection? Wyes 11No 1 B. 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 site located in or substantial)lZ Untiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ®Yes fMNo 20. Has the site ever been used for the disposal of solid or hazardous wastes? ®Yes gNo B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: acres. b. Project acreage to be developed: acres initially; acres ultimately. _ c. Project acreage to remain undeveloped: acres. �/ ----- t d. Length of project, in miles: 1 A (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. Ah % I. Number of off-street parking spaces existing proposed �,�„ r' g. Maximum vehicular trips generated per hour: (upon/completion of project?? yf RIC-5 ?1FER �4f 4Co "�loT�t. '(Zooms rj6eo OQ -T- v WaFSK-WrQ05 h. If residential: umber and type of housing units: One Family Two Family Multiple Family Condominium Initially �_— Ultimately I. Dimensions (in feet) of largest proposed structure: height; width; length. . - I. Linear feet of frontage along a public thoroughfare project will occupy is? ft. �--._ 2. How much natural material (i.e. rock,earth, etc.) will be removed from the site? tons/cubic yards. 3. Will disturbed areas be reclaimed ®Yes Zvo ®N/A a. If yes, for what intended purpose is the site being reclaimed? L............ . .................. b. Will topsoil be stockpiled for reclamation? ®Yes ZNo c. Will upper subsoil be stockpiled for reclamation? E]Yes %K] No 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? acres. ;...__..w_.. Page 5 of 21 J 5. Will any matura forest lover 100 years old) or other locally-important vegetation be removed by this project? Yes 17V No 6. If single phase Project: Anticipated period of construction: R— months, (including demolition) 7. It multi-phased: a. Total number of phases anticipated Inumbed b. Anticipated date of commencement phase 1: month _year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase 1 functionally dependent on subsequent phases? ® Yes ® No S. Will blasting occur during construction? Dyes 10 No 9. Number of jobs generated: during construction ; after project is complete 10. Number of jobs eliminated by this project 0 11. Will project require relocation of any projects or facilities? ❑Yes ZINO If yes, explain: i 12. Is surface liquid waste disposal involved? ®Yes MO a. If yes, indicate type of waste (sewage, industrial, etc) and amount / / b. Name of water body into which effluent pwi�lllbe discharged Te,f�,.13. Is subsurface liquid waste disposal involved? IJV Yes 1:1No Type 5 N( AL4^, 14. Will surface area of an existing water body increase or decrease by proposal? Yes INA No If yes, explain: 16. Is project or any portion of project located in a 100 year flood plain? Dyes MNo 16. Will the project generate solid waste? 19yes E]No a. If yes, what is the amount per month? tons In. If yes, will an existing solid waste facility be used? ©Yes E]Nia c. If yes, give name ; location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? Was. ® No Page 6 of 21 e. If yes, explain' 17. Will the project involve the disposal of solid waste? ®Yes 40No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. IM 18. Will project use herbicides or pesticides? ©Yes PNo 19. Will project routinely produce odors (more than one hour per day)? ©Yes IgNo 20, Will project produce operating noise exceeding the local ambient noise levels? ©Yes IoNo 21.-i Will project result in an increase in energy use? Was ® No If yes, indicate type(s) • fCPrL �'�EPr �� GaM� PJGly A. AC62 CotJQ1T1(DNirJOV' 22. If water supply is from wells, indicate pumping capacity ( 'r " gallons/minute. 23. Total anticipated water usage per day gallons/day. _._ 24. Does project involve Local, State or Federal funding? ®Yes ;&No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board yes El No City, Town, Village Planning Board ldckyes No fMP&OuL City, Town Zoning Board Yes No c ( � VA2FR-n1�� City, County Health Department MH L43Yes ® No 4 Other Local Agencies ElYes KNo Other Regional Ar/encies El Yes No State Agencies E]Yes No Federal Agencies Dyes �Jo C. Zoning and Planning Information �i 1. Does proposed action involve a planning or zoning decision? Ryes ® No If Yes, indicate decision required: '/� ® Zoning amendment fazoning variance ® Newlrevision of master plan ® Subdivision FISite plan ,Special use permit Resource management plan ® Other Page 8 of 21 2. What is the zoning classification(s) of the sites 3. What is the maximum potential development of the site if developed as permitted by the present zoning? .i 4. What is the proposed zoning of the site? �1f# � �O Ctt ! 5. What isthe maximum potential development of the site if developed as permitted by the proposed zoning? OA- 6. Is the proposed action consistent with the recommended uses in adopted local lard use plans? NEVOS ®No 7. What are the predominant land use(s) and zoning classifications within a y. mile radius oq proposed action? B. Is the proposed action compatible with adjoining/surrounding land uses with a A mile? fytYes ®No 9. If the proposed action is the subdivision of land, how many lots are proposed? a. What is the minimum lot.size proposed? Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? © Yes 104lo s 1 1. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? ;9-)(es ® No a. If yes, is existing capacity sufficient to handle projected demand? JA Yes ©No 12. Will the proposed action result in the generation of traffic significantly above present levels? ®Yes WO a. If yes, is the existing road network adequate to handle the additional traffic. OYes 1:1 No D. Informational Details / Attach any additional information as may be yeeded to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss Such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. / Applicant/Sponsor Name Date Signature Title If the action is In the Coastal Area, and you are a state Agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 MAILING ADDRESS: PLANNING BOARD MEMBERS P.O. Box 1179 JERILYN B. WOODHOUSE �U SOpjyolo Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR cn 54375 State Route 25 GEORGE D.SOLOMON T C JOSEPH L.TOWNSEND '� �� (cor. Main Rd. &Youngs Ave.) Iy4ou Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD SITE PLAN APPLICATION Submission Requirements e1Q0 The 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) 014'' • Environmental Assessment Form (EAF- Part One)(Fill pages 2 of 21-10 of 21) 1' • 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) 14 • Existing and Proposed Landscape Plan (if not included in site plan) �JA • 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 Form (five pages) A—! f NOTE: See the Site Plan Application Guide for further information. Revised 10/05,'05 TOWN OF SOUTHOLD PLANNING BOARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location Application Date: Site Plan Name: 5A-Kro(21M ( Suffolk County Tax Map #1000- 693- 02 - Dot ) CO2J OI 'T. OOZZ Other SCTM #s: Street`Address: 3 gOa ,DUCK -f'001) (200O Hamlet: ,15:o T-HOW Distance to nearest intersection: Type of Site Plan: )< New Amended Residential If Amended, last approval date: SECTION B: Owners/Agent Contact Information Please list name, mailing address, ''a��nd ho1one number or the peo le�below: Property Owner �OrNiL EL CULTU/Z*L I IZDI"L-�L Y ffDLQiPj&5 Street City �� (�'({� ;p State (� Y Gip C Home Telephone — Other I cJ cj j � 2000 Applicant 6tgM6 A6 OI(}Erz(Zf Street City State Zip Home Telephone Other Applicant's Agent or Representative: Contact Person(s)* -'O�FN Street CityT-(q S ll 0 0 State 0 �-�/ y q Zip Office Telephone Other / *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: _XNew Modification of Existing Structure _Agricultural Change of use Property total acreage or square footage: 7_ ,� ac./sq-ft- Site Plan build-out acreage or square footage: A_M?(Zpx ,v�/sq. fl. 0� Is there an existing or proposed Sale of Development Rights on the property? Yes No X If yes, explain:Property Zoning District(s): _ RE 5 o(zr j2a-'s 1 DE)JT(PrL.. (.0 Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes X No_ If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: Rt�SQRr FL s I QB.T1 A-4 List all proposed property uses: < ' Og '' '!5Q NT L, A%-)p M551707 A15v56 Other accessory uses: Existing lot coverage: % Proposed lot coverage: % Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s): <— Parking Space Data: # of existing spaces: #of proposed spaces: Loading Berth: Yes No X Landscaping Details: Existing landscape coverage: % Proposed landscape coverage: % Waterfront Data: $EE ATT`fi��El� 1 Is this property within 500" of a wetland area? Yes X No_ If yes explain: 0 QCTtE! 10471 N I, the undersigned, certify that all the above information is true. Signature of Prepares Date: Page 2 of 2 10/05/05 APPLICANTS AFRDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK _ being duly sworn, deposes and says that he resides at In the State of New York, and that he Is the owner of the above property, or that he is the of the (Title) (Specify whether Partnership or Corp.) which Is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the tide to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and as 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 submitted, as approved, will not be altered or changed In any manner without the approval of the l Planning Board; and that the actual physical Improvements will be Installed In strict accordance With the plans submitted. Signed (owner) signed (Partner or corporate Officer and Title) Sworn to me this day of 19 (Notary Public) '�'.+• #I Al ING BOARD MEMBERS �gUFFO(,�c BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 2E Chairman P.O. Box 1179 WILLIAM J.CREMERS Z Southold, New York 11971-0959 KENNETH L.EDWARDS d. Telephone(631) 766-1938 GEORGE RITCHIE LATHAM,JR, Fax(631) 765-3136 RICHARD CAGGIANO PLANNING BOARD OFFICE TOWN OF SOUTHOLD Sample authorization letters: I. I Jose hp Smith, owner of the property at SCTM# 1000-100-10-10 in Mattituck NY, hereby authorize Southold Consultants Inc to act as my agent and handle all necessary work involved in the subdivision process with the Southold Planning Board. Signature: � n Sworn before me this 30'h day of February 2000, [Michael Hill's Notary stamp ] / 2. We John and Jane Smith owners of the property at SCTM# 1000-88-8-8 in Southold; NY, hereby authorize Home Builders Inc to apply for a subdivision on our property and hire any agents necessary to complete the work involved in the subdivision process with the Southold Planning Board. Signatures: Sworn before me this 30'h day of February 2000, — ik Q(J� • [ Michael Hill's Notary stamp ] 3. I Jim Davis, President of Home Builders Inc., hereby authorize John Jones. Esa 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 Planning Board. Signature: _ 1 Sworn before me this 30'h day of February 2000, [Michael Hill's Notary stamp ] Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* 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 supporting and non supportiug 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 SCTM# o E 3 Z ) O 1 "7*00 Z PROJECT NAME _s f}1-�['O(z 1 N I The Application has been submitted to (check appropriate response): Town Board 0 Planning Board X Building Dept. 0 Board of Trustees 1. 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: 0 Nature and extent of action: Me5Eri & Naily P�� 1L� Inab '/s Location of action: a 0 O PC I P.Or.Q i 0 77-tD Site acreage: 113 Present land use: PEC Present zoning classification: 05� e I �E�7►►7E ► r 2. 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: VDUCAhw4, A � Ct�(,►^t�,2e}(, ( (hl�,; '�(b) Mailing address: 5t] �. rr T9FOVL A o .* (c) Telephone number: Area Code( ) 7/ C- ! 7 '7i00a (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ NoIA 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 III—Policies; Page 2 for evaluation criteria. ��,,//�� ❑Yes 0 No;NotApplicable 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 0 Yes 0 No XNot 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 Fd Yes [I NogNot 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 13 No xNot 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 E] No Xot Applicable 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 E NoZNot Applicable 3�S 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 E No;<Not Applicable Attach 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. 0 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 VNot Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—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 Pecouic Estuary and Town waters. See LWRP Section III— Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No P< Not Applicable 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 KNot 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 TITLE DATE Amended on 811105 17 S I 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 well 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 1 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 7 acre or greater. { } Review-by Southold Town Trustees for dredging, bulkhead, wetlands, 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. O Greenport Village Utility: Water if within village franchise area. { } Other 2 August, 2005 ARCHITECTURAL REVIEW COMMITTEE The relevant information on the check list below should be submitted to the Committee, all at one time, and through the Plaruwtg Board staff. If you wish to have your samples returned, please note this on the envelope. 1. Site Plan ar. 2. Floor plans, drawn to scale (%4" to 1`preferred) by a licensed architect or engineer (design professional) showing the type of construction, proposed occupancy or use and the location of fire protection walls. 3. Elevation drawings to scale (also W' to 1'} of all sides of each building prepared by a design professional. 4. The type and color of the items that follows are to be shown on the drawings. 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 their locations. Roof mounted mechanical equipment. Roof and sidewall penetrations for plumbing and mechanical equipment. Also indicate the thew locations and material. Masoruy material for chinuteys or accent walls. Also provide samples or photogjaphs. Ornamentation, awnings, canopies or tents. :also provide details and stie.. Exterior lighting fiahires, both free standing and budding-mounted. Please sho�c • c locations and include catalogue cuts. Fen cine 5. Photographs of existing and-.or neighboring properties from four directions of the project site. 6. Exterior signage, both building-mounted and free standing. Include type, colors; design and location. Over the years the Committee has developed preferences which will be of interest to applicants and then design professionals. These include: Natural Materials rather than synthetic, especially not vinyl siding Minimal View of Parking Roof penetrations hidden from the road. Free standing lighting of nninimum height and directed inward. Mechanical equipment hidden from view Steel buildings, when proposed, to have a roof pitch of at least 5/12 and be clad in good when visible from a road. Windows and doors consistent with the design of the building. TIIE ARCHITECTURAL REVIEW CONEMITTEE WELCOMES PRE- SUBMISSION CONhERENCES PRIOR TO THE APPLICATION Section 280-133 — Site Plan Application Checklist 4' Site Plan Name ,received A. Submission of a complete site plan application shall consist of: 1 A com leted 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. S 3 A com leted environmental assessment form. L 4 Nine co ies of the site lan.5 }L Four co ies of a ro surve , certified b a licensed land surve or. Ls c� B. Standards. Site Ian desi n shall include the following items: 1 Technical data: (a) The lot, block and section number of the property, taken from the latest tax records. +L b The name and address of the landowner on record: 1 The names and addresses of ad'oining landowners. 0 OE 11 [21 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 i si ature. (d) Date, graphic scale and North point, whether true or magnetic; if i 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 anglesLS shall be given to the nearest 10 seconds or closer. The error of closure shall not exceed one in 10,000. (f) The locations, names and widths of all rights-of-way within S00 feet of property lines. If none exist within 500 feet of the subject pp property, indicate the distance to the nearest intersection with a Gf-5 ublic street. (g) A separate key map showing location and owners of all adjoining lands within 500 feet, as shown on the latest tax records, at a scale of one inch e uals 100 feet. (h) The location, width and purpose of all existing and proposed easements, setbacks, reservations and areas dedicated to public use within or ad'oinin the ro ert . (i) A complete outline of other existing easements, deed restrictions or covenants a 1 ' to the pr2perty. 5 Existing zoning, including zone lines and dimensions. La 11- 95 (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 �.,+ L information should be se arated as follows: 1 J Alignment and schedule plan, 2 Grading and drainage. —[.jj Landsca in . J a- Sd UE To ow CC- 11N6� 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 er 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 Vl 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 hazard 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 historical features within 500 feet of the propeLAZ boundaries. 1 Site Plan Application Checklist Page Two AFSPo,sa IP;i�I rY 3 Existiur, vuumng structures and utilities: Received GaffifflFrIt (a) The locations, dimensions and outlines of all buildings, as defined in 280-4 of this chapter, and all uses of the site. }L (b) Paved areas, including parking areas, sidewalks and vehicular access between the site and public streets. (c) The locations, dimensions, grades and flow directions of any existing culverts, waterlines or sewage disposal systems, as well as I other underground and aboveground utility poles and utility lines within and adjacent to the property. (d) The location and use of all buildings and structures, including curbcuts, within 200 feet of the boon of the subject property 4 Proposed construction: (a) The location of proposed buildings or structural improvements, 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 arkin and loadin areas and pedestrian circulation. (c) The location, direction,power level and time of use for any ro osed outdoor li tin or ublic address systems. o #{� (d) The location and plans for any outdoor signs must be in accordance wi Dlicable si m rezulations. (e) The location and details of aprons, curbs, sidewalks, fencing(type and location), and grading, including existing-and ro osed topography with two-foot contours on site and 200 feet the MaIr property line) and spot elevations for m gs and all structures, �: u(! fl 1 drainage calculations, details of drainage structures and watershed areas, where applicable. M Grading and drainage plans shall be based upon site stormwater retention, in conformance with Chapter 161,Highway �-+(, S ecifications. (9) The location and listing of landscaping, buffering and street tree � �$ lans, including e, material, size, quantity and location. (h) 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 kl. and sewa a dis osal and treatment. (i) Building elevations for all facades and floor plans showing the ro osed use of floor area. Notes: Site Plan Application elements waivers: § 280-133 C. Notwithstanding the foregoing, the Planning Board shall have the discretion to waive any or all of the requirements of this § 280-133 by resolution at a duly noticed public 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 TRANSMITTAL EGA EHASZ GIACALONE ARCHITECTS, P.C. architects • planners • interior designers LETTER 431 CONKLIN STREET FARMINGDALE, N.Y. 11735 egapc@optonline.net 516-420-8383 FAX 516-420-0195 PROJECT: 5antorini Beach Re5ort ARCHITECT'S Cutchogue, NY PROJECT NO: 07128 TO: Town of Southold DATE: May 20, 2008 53095 Main Road Ifenclosures are not as noted, 50Uthold, NY 1197 I please inform us immediately. If checked below,please: Attn: M5. Patricia Conklin ❑ Return enclosures to us. ❑ Acknowledge receipt of enclosures WE TRANSMIT: Z herewith via: UP5 Ground ❑ under separate cover via: , FOR YOUR: ❑ approval ❑ use ® distribution to parties ® review&comment ❑ information ❑ records ❑ THE FOLLOWING: ® Drawings ❑ Product Literature ❑ Originals ❑ Specifications ❑ Photocopies ❑ Samples ❑ Other: COPIES DATE DWG.NO. DESCRIPTION 3 5/19/08 Architectural and MEP DrawinCJ5 REMARKS: Enclosed are three sets of Architectural, Structural and MEP drawmg5 for the new 5antorinl Meettng House. AI50 included 15 the Bldg. Application form and a check for $ 250.00. COPIES TO: (with enclosures) For office use Vito Mundo — Tran5mlttal only ❑ Joe Doceti — Tran5mittal only ❑ File ❑ BY: NOEL RODGER5, RA Rev.1/16/03 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631)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 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: 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. Very truly y urs, 1FRD D Patricia C. Moore PCM/bp BLDG. DEPT. encls. TOWN OF SOUTHOLD TRANSMITTAL EGA EHASZ GIACALONE ARCHITECTS, P.C. architects • planners • interior designers LETTER 431 CONKLIN STREET FARMINGDALE, N.Y. 11735 egapc@optonline.net 516-420-8383 FAX 516420-0195 PROJECT: Santorini Beach Resort ARCHITECT'S Cutchogue, NY PROJECT NO: 07128 TO: Town of Southold DATE:June 25, 2010 53095 Main Road Ifenclosures are not as noted, please inform us immediately. Southold, NY 11971 lfchecked below,please: Attn: Mr. Michael Verity ❑ Return enclosures to us. ❑ Ackn T, DIhFj � l:9 L� � V WE TRANSMIT: l LS D ElE herewith via: UN 3 O 2010 underseparate cover via: , FOR YOUR: E approval ❑ use ❑ distribution to parties L BLDG.DEPT. ❑ review&comment ❑ information TOWN OF SOUTHOLD ❑ records ❑ THE FOLLOWING: ❑ Drawings ❑ Product Literature Z Originals ❑ Specifications ❑ Photocopies ❑ Samples Z Other: ComCheck Analysis COPIES DATE DWG.NO. DESCRIPTION 2 Interior Lighting & Power ComCheck Energy Analysis REMARKS: 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) For office use El El ❑ BY: NOEL RODGERS, RA Rev.1/16/03 08/02/2010 10:28 FAX 631 765 4643 MOORE LAW OFFICES Im001 PATRICIA C, MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (831) 7654643 FACSIMILE COVER SHEET The pages comprising this facsimile transmission contain confidential information from Pa tricia C. Moore. This information is intended solely for use by the individual entity named as the recipient hereof. 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 nolify us by telephone immediately so we may,arrange to retrieve this transmission at no cost to you. TO:� \� V Qlt FAX NO: RE. DATE: '�'6- TOTAL NUMBER OF PAGES INCLUDING COVER SHEET IF TRANSMISSION IS FAULTY OR INCOMPLETE, PLEASE CALL BACK: AS SOON AS POSSIBLE. commelnts: D E AUG - 1 2010 D BLDG.DEPT. TOWN OF SOOTHOLD PATRICIA C. MOORE Attorney at Law 51020 Main Road rBLDrG. Southold,New York 11971 jED] Tel: (631)765-4330 Fax: (631) 765-4643 4 2010 August 2, 2010 .DEPT. TOWN OF SDUTNOID HAND DELIVERED Attn: Michael Verity, Chief Building Inspector Building Department Town of Southold PO Box 1179 Southold NY 11971 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. V urs, L��Wicia C. Moore cc: Jamie Richter, Town Engineer 08/02/2010 10:28 FAX 631 765 4643 MOORE LAW OFFICES IM 003 U September 30r^ 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 material from the approved construction activities. There will be enough clean material and top soil retained on site to achieve the approved grading plan. Please contact the writer 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 D TO: TOWN OF SOUTHOLD MAY - 5 2011 BUILDING DEPARTMENT 54375 ROUTE 25 101. DEPL SOUTHOLD,NY 11971 TOWN OF SOUTHOLD 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. 631-981-4100 S RELY YOURS, N MARSAL NOBLE ELEVATOR COMPANY INC. 870 MARCONI AVE RONKONKOMA,NY 11779(631)9814100 FX:(631)9814123 NOBLE ELEVATOR COMPANY INC. TRANSMITTAL 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 S CEREL�Y YyO�URS' RON MARSALA NOBLE ELEVATOR COMPANY INC. 870 MARCONI AVE RONKONKOMA,NY 11779(631)981-4100 FX:(631)9814123 EB Jf)EPT TTs3 �F;ourtiolD 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: Owner/Agent: Designer/Contractor: 38 Duck Pond Rd. Educational&Cultural Properety Louis Giacalone Cutchogue,NY 11935 Holdings Ehasz Giacalone Architects 158-11 Harry Van Arsdale Jr.Avenue 431 Conklin Street Flushing,NY 11365 Farmingdale,NY 11735 Section 2: General Information Building Location(for weather data): Suffolk,Now York Climate Zone: 11 b Heating Degree Days(base 65 degrees F): 5750 Cooling Degree Days(base 65 degrees F): 715 Vertical Glazing/Wall Area Pet.: 8% Activity Typists) Floor Area Convention,Conference or Meeting Center 15500 Section 3: Requirements Checklist :Envelope PASSES:Design 1%better than code.__Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R-Value R-Value U-Factor U-Factona) 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 Exterior 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:Unheated,Vertical 2 ft. 200 — 10.0 — — (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. Air Leakage,Component Certification,and Vapor Retarder Requirements: ❑ 1. All joints and penetrations are caulked,gasketed,weather-stripped,or otherwise sealed. ❑ 2. Windows,doors,and skylights certified as meeting leakage requirements. 3. Component R-values&U-factors labeled as certified. ❑ 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. El 5. Fireplaces installed with tight filling non-combustible fireplace doors. ❑ 6. Stair,elevator shaft vents,and other dampers integral to the building envelope are equipped with motorized dampers. ❑ 7. Cargo doors and loading dock doors are weather sealed. ❑ 8. Recessed lighting fixtures are:(i)Type IC rated and sealed or gasketed;or(ii)installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. Project Title: Santorini Training Center Report date: 06/02/10 Data filename:G:\files2\07\07128\Energy\Training Center.cck Page 1 of 2 IV ❑ 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement The proposed envelope design represented in this document is consistent with the building plans,specifications and other calculations submitted with this pennit application.The proposed envelope system has been designed to meet the 2007 New York 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 ,they ar ftesting that to the best of his/her knowledge,belief,and professional judgment.su�chh/p'lla/ns�o�r/s(pecificatlons are in compliance ith / / r(/caM O/I& ---�� Name-Title x' r P Q X } G 1 I F 2 /r , y /VO. _--THE STASE��s� Project Title: Santorini Training Center Report date: 06/02110 Data filename:G:lfiles2\0 710 71 2 61EnergykTraining Center.ock Page 2 of 2 Additional Instructions for Form DB-120.1 By signing this fomn,the insurance carrier identified in box."3"an this form is certifying that it is insuring the business referenced in box"le"for disability benclits under the New York State Disability Benefits Low.'Me Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". This Certificate is vatid for the ear•fler of one year q/ter this form is approved by the insurance carrier or its licensed agent,ar the policy expiration date listed in box "3C Please Noe,Upon the cmhoetaton of the disability baiefits policy indicated on this Joan.if the business coutinum to be named on a permit,License or contract issued by a certificate holder,the business must provide that certificate,holder with a new Cenificam of NYS Disability Benefits Covemw or triter lutimind proof thin the business is complying with the mnmtdamry coverage requirements of the New York Stam Disability Benefits taw_ DISABILITY BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof of duty 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. Northing hereitt, 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 benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in correction with any work involving the employment 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 120.1 (5-06)Reverse COMcheck Software Version 3.7.0 Interior Lighting and Power Compliance Certificate 2007 New York Energy Conservation Construction Code Section 1: Project Information Project Type: New Construction Project Title: Santorini Training Center Construction Site: Owner/Agent: Designer/Contractor: 38 Duck Pond Rd. Educational&Cultural Properely Louis Giacalone Cutchogue,NY 11935 Holdings Ehasz Giacalone Architects 158-11 Harry Van Arsdale Jr.Avenue 431 Conklin Street Flushing,NY 11365 Farmingdale,NY 11735 Section 2: General Information Building Use Description by: Activity Type Activity Tvoelsl Floor Area Convention,Conference or Meeting Center 15500 D E G E V E JUN 3 0 2010 Section 3: Requirements Checklist U Interior Lighting: i Lj 1. Total proposed watts must be less than or equal to total allowed watts. Allowed Watts Proposed Watts Complies BLDG.DEPT. 20150 20018 YES TOWN OF SOUTHOLD Q 2. Exit signs 5 Watts or less per sign. Exterior Lighting: ❑ 3. Efficacy greater than 45 lumens/W. Exceptions: Specialized lighting highlighting features of historic buildings;signage;safety or security lighting;low-voltage landscape lighting. Controls, Switching, and Wiring: Lj 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. Li 5. Master switch at entry to hotel/motel guest room. 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 luminaire 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, O 8. Automatic lighting shutoff control in buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire,corridors,storerooms,restrooms,or public lobbies. Project Tite:Santorini Training Center Report date:06/12/10 Data filename:C:\Documents and Settings\HP_Administrator\My Documents\10 MISC\santorinIXTraining Center 06.11 10.cck Page 1 of 7 - 9. Photocelllastronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 10.Tandem wired one-lamp and three-lamp ballasted luminaires(No single-lamp ballasts). Exceptions: Electronic high-frequency ballasts;Luminaires 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 Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans,specifications and other calculations submitted with this permit application.The proposed li � lebgen designed to meet the 2007 New York Energy Conservation Construction Code requirements in COMcheck Ve 'h the mandatory requirements in the Requirements Checklist. �q- �t�d� Gi Name-- itle Jlitle T 'z-i %G d Date 6 v 0FfSS16NP�� Project Title Santorini Training Center Report Data filename CADocuments and SetfingslHP_AdministratoAMy Documents\10 MISC\santodni\Training Center 06.11.10.cck Pagte 2 off/7y10 COMcheck Software Version 3.7.0 Interior Lighting Application Worksheet 2007 New York Energy Conservation Construction Code Section 1: Allowed Lighting Power Calculation A 8 C D Area Category Floor Area Allowed Allowed Watts (M) Watts/82 (B x C) Convention,Conference or Meeting Center 15500 1.3 20150 Total Allowed Watts= 20150 Section 2: Proposed Lighting Power Calculation A B C D E Fixture ID:Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Convention,Conference or Meetng Center(15500 sq.ft.) Fixture Fixtures Waft. Linear Fluorescent 1:48"T8 32W(Super T8)/Electronic 2 255 64 16320 Incandescent l:Incandescent 60W 1 55 60 3300 Incandescent 2:Incandescent 20W 8 1 160 160 Linear Fluorescent 2:24"T8 17W/Electronic 2 7 34 238 Total Proposed Watts= 20018 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Proposed Wafts is greater than or equal to zero,the building complies. Total Allowed Watts= 20150 Total Proposed Watts= 20018 Project Compliance= 132 s Project Title:Santorini Training CenterReport date: Data filename CADocuments and SetdngslliP_AdministratorlMy DocumentsM MISClsantoriniUraining Center 06.11 10.cck Page 3 of/72/10 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: Owner/Agent: Designer/Contractor: 38 Duck Pond Rd. Educational&Cultural Properety Louis Giacalone Cutchogue,NY 11935 Holdings Ehasz Giacalone Architects 158-11 Harry Van Arsdale Jr.Avenue 431 Conklin Street Flushing,NY 11365 Farmingdale,NY 11735 Section 2: General Information Building Location(for weather data): Suffolk,New York D Climate Zone: 11b Heating Degree Days(base 65 degrees F): 5750 D Cooling Degree Days(base 65 degrees F): 715 JUN 3 0 2010 Section 3: Mechanical Systems List uanti System Tyne&Description BLDG. DEPT. 1 HVAC System 1:Cooling:Rooftop Package Unit,Capacity 89 kBtulh,Efficiency: 12.2 T OF SOO[HOLD Condenser/Single Zone 1 HVAC System 2:Cooling:Rooftop Package Unit,Capacity 147 kBtu/h,Efficiency: 11.50 EER,Air-Cooled Condenser/Single Zone 1 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 : Lj 1. Equipment minimum efficiency:Rooftop Package Unit: 10.3 EER 2. Integrated air economizer required Requirements Specific To: HVAC System 2 : 1. Equipment minimum efficiency:Rooftop Package Unit:9.7 EER O 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: 0 1. Load calculations per ASHRAE Fundamentals O 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 Li 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 airflow>3,000 cfm O 7. Outside-air source for ventilation;system capable of reducing OSA to required minimum ❑ 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 building assembly - Exception:Ducts located within equipment - Exception:Ducts with interior and exterior temperature difference not exceeding 15 degrees F. ❑ 9. Ducts sealed-longitudinal seams on rigid ducts;transverse seams on all ducts;UL 181A or 181 B tapes and mastics - Exception:Continuously welded and locking-type longitudinal joints and seams on duds 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 O 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:1 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 ff in length. O 12,Operation and maintenance manual provided to building owner O 13.Balancing devices provided in accordance with 603.15 of Mechanical Code for New York State O 14.Stair and elevator shaft vents are equipped with motorized dampers Section 5: Compliance Statement Compliance Statement., 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 * 3 stems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements in CO �r to comply with the mandatory requirements in the Requirements Checklist. J '� ame-Title to Da � �L 11 woe/ _._.__._..._,_._...._ ----- ..... .. 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 5 of 7 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 healing 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 kBlu/h in the selected project location.An integrated economizer allows simultaneous operation of outdoor-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 be 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 system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a)capable of setting back temperature to 55 degrees F during 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 Btulh)or less. 6. Outdoor-air supply systems with design airnow 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. B. 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 unhealed 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 filename: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 i'hyssenKrupp Elevator Americas Home Canada News Annual ROVnn Contact Careens Sea,cb Th,x,an Kiupy Elmalo,AG Architect Direct Pro Products Services Modernization ITS Sustainabllity Architect Direct Pro Traffic Analysis DirectSpec&Drawings Architect Direct Pro Product MASTERSPEC® Escalator Specifications x 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" 12'-3" Max Rise 6o'-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 Car Height 7'-11" 71-11" Clear Inside Width 5'-8" 5'-8" Clear Inside Depth 4'-3" 4'-31/2" Door Width 3'-0" T-0" Standard Door Height T-0" 7'-0" Hoistway Width 7"-4" 7'-4" Hoistway Depth 5'-9" 6'-8314" Travel limitations vary depending on model. Car Top Railing:If required per rule 2.14.1.7.1 of the ASME At 7.1 safety code,clear overhead 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 dear overhead dimensions. For multiple elevators,add 4"for a divider beam between hoistways. ijTKE Sped,_Drawings Architect Direct Products I Services I Modernization I ITS http://www.thyssenkruppelevator.comiHTML/ProductDim.asp?id=29&ej acktype=Convent... 5/28/2010 OILDRAULIC ELEVATOR CONTRACT DATA m N O W -i S N � .wnn wue •w. D 9 O .c.w.oa......,...a.ro.°.. �E. .. APB ZY _i� vb 3"3 : I nx F SZY wm.u...uvvur,w...o,".mw... 5 ITi t ,..n�......°,.. I Q < tee. o .�e Po..,. °° E I en .. fau ({$� !� Yy �� tm.. n• 3 v ..r e rre Y 5 8 —T wrvc.w MOISTWAY PLAN ..w .�°w..1wrwa. .er..mo.u.w..wnn —. " °� °'°°`°`"' ThyssenKrupp Elevator w. .w..K, SECTION VIEW Via:.. u..�wr .ow...,"..�."e°....". "°T. , 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 181 B. - 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 seals,mastics,or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-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 brine 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 factory-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 fuels or electric power. - Exception:Pipe insulation is not required for runout piping not exceeding 4 ft in length and 1 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 its 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 Standard Features The EST2 Fire Alarm System is modular in design allowing systems • Supports all GE Security Signature devices to be easily configured to match installation requirements.With one . Autoprogramming of Signature data circuits Signature Data Circuit ISDCI EST2 is capable of supporting 96 detec- tors and 94 modules and has two built in Notification Appliance • Class B or A Signature data circuits),96 detectors and 94 mod- Circuits INACI.The system supports the full line of Signature series ules per circuit detectors and modules.EST2's modular design means the system . Two integral Class A or B notification appliance circuits easily expands to two SDCs and four NACs by adding a single 2-LCX module increasing system capacity to 380 points/zones with four • Alarm,trouble,and supervisory contacts built in Notification Appliance Circuits. . Prioritized status queues for alarm,supervisory,trouble and The EST2 provides an RS-232 port to facilitate computer,coder and monitor inputs printer interfacing and an RS-485 communication port for sup- . 576 event history log porting remote annunciation.Annunciation of system events are displayed on a back lit LCD with enhanced diagnostic LEDs on the . Enhanced sensitivity reports front panel.There is space to add up to 48 additional points/zones . Optional expander Signature data circuit of software controlled LED annunciation and switch control on the front panel.Both alpha-numeric LCD and annunciation LEDs are . Designed and manufactured to ISO 9001 standards 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. 111INI111 1111111111 IIINIIIII EST2 N X Analog Control Panel n a LS I i r_'Y L- LLJ D llll ltll l Ill lllllil lul l I llll - . °T 1III l TOM J` CUiHOLD Data Sheet 85005-0097 issue 6 Not to 6e used for installation purposes.Page 1 of 6 Application Using the advanced Signature family of detectors and modules pro- EST2 provides individual status queues annunciating Alarm,Super- vides a wide range of installation and operation benefits.Signature visory,Trouble and Monitor operations. When a device operates Series detectors and modules use Electronic Addressing—no dip the appropriate queue's status LED lights. Operator recognition switches or dials to set,speeding installation and programming, of the active device type(s)is instantaneous. At the some time a Multi-function and dual circuit modules reduce wiring costs.Multi- programmed point or zone description displays on the back lit LCD sensor technology eliminates detector application guess-work. giving specific text information on the active device(s). Review Identification of dirty or defective detectors is automatic with EST2. messages simply by selecting local silence,the queue from the front Maintenance scheduling is easy and effective,ensuring that life panel and scrolling.The latest events can be reviewed at any time safety protection is always maintained. In addition to Signatures via the enhanced History log.The new enhanced history log con- inherent reduction of false alarms,EST2 allows the adjustment of tains the complete event message with LIFO protocol(last in first detector sensitivity at different times of the day. Make detectors out)insuring the most current events are always logged. more sensitive at times when transient smoke Is not likely to occur (night time)and less sensitive at times when transient smoke is EST2 has optional LED/Switch modules that mount right beside the likely to occur. LCD and common control front panel. Annunciation flexibility is fur- ther enhanced with a wide variety of remote annunciation including EST2 provides"Device Mapping".This allows a laptop computer to remote LCD annunciators,remote LED annunciators and/or graphic show how the Signature Data Circuits are wired.As-built drawings annunciators. become very easy. Front panel diagnostic LEDs provide easily understood system sta- The EST2 design provides application flexibility with installation op- tus information. Standard software includes the following impor- tions that give site specific customization and programming options tant features: that help satisfy local as well as national requirements. EST2 pro- vides a choice of power supplies with 4.5 amp and 6.4 amp supplies TIMERS: available. Installation flexibility is provided with a choice of surface Programmable timers give flexibility to Signal Silence Inhibit,Reset or semi-flush mounting wallboxes. Inhibit and Power fail trouble contact delay operation. In addition the Notification Appliance Circuits rate is selectable from steady,to EST2 provides optional modules that ensure system customization Temporal, 120120 or Temporal/20. and flexibility.In applications calling for coded signals,the optional CDR-3 module provides o choice of march time generator or Posi- DISABLE POINTS: tive Successive Non-Interfering IPSNI)outputs.CDR-3 outputs are specific devices on the SDC may be disable through simple front selectable as a coded dry contact or supervised coded 1000Hz au- panel controls providing protection from unwanted alarms in areas dio tone.The march time output provides a continuous march-time with high concentrations of contaminates typically found when beat at 20 or 120 beats per minute.The PSNI output provides up construction or renovation work is taking place. to four rounds of a unique output code for each of up to fifty input SENSITIVITY REPORTS: conditions.The unique output codes signal emergency response The sensitivity report provides detailed information on individual personnel to the location of an alarm. devices such as threshold level in%of obscuration,amount of envi- For connection to a Central Monitoring Station the EST2 uses an ronmental compensation remaining,device address and personal- optional built-in dual line dialer(DACT).The dialer mounts right on ity type. the EST2 main board reducing installation and maintenance costs. NO EVENT ACKNOWLEDGE REQUIRED!The operator may review Multiple communication formats ensure compatibility with most events at any time from any of the event queues after"Local Central Monitoring stations. Silence'.When the operator has finished reviewing events,and acti- vates the Alarm Queue the first alarm will return to the LCD. Data Sheet 85005-0097 Issue Not to he used for installation purposes.Page 2 of 6 Installation and Mounting AC Power MUST be run ONLY through the top left or upper left sale knockout. ll �l FINISHED WALL �'Rsom,fJ', TOPVIEW '�]1 i.B'la 52 cml—' ALL KNOCKOUTS FOR 1/2•&3/4'CONDUIT ...........°°°"...........: (1.27&1.9 cm) ,„9.�m, Surface Mounting mE C •FRONTVIEW a „B €F aSDE VIEW W mp c o € ma NE € ��yy 19z•9•m, 1 B',OO.B cm, >1 i�10li I]5i cm, BOTTOM VIEW Do NOT Install conduit 1n this area. ___G_ a banenes mslalladm ci,onel p s.z cm� AC Power MUST be run ONLY through .5 u9.2 cmI� the knockout second from the LEFT 6',a.6a om, ` E on the top of the enclosure u'n.2.ml OP VIEW )1 --- FINISHED WALL (SEMI-FLUSHMWNT) 1'12 so cm,�,".� n To open door greaterthan m ns-,uBcml 90 degrees,mount panel E 112"(1.3cm)away from the finished wall - 11-122.9 cm1 ALL KNOCKOUTS _ FOR 3/4"CONDUIT - FRONTVIEW _ € 11.9 cm) "$ 9 Semi-Flush Mounting ._E •• s T_ 'S soF vlEw g J 3~ 3J a t E Do NOT install conduit in this area (Battery location) K IB'we6cm, i'I2srcml BOTTOM VIEW 0.ocml t o- -- 125cm1 - 5' nllcml E ra-or9�i l If-B15'122] I �— 10,125'n5.9 a'ml Data Sheet 85005-0097 Issue 6 Not to be used for installation purposes.Page 3 of 6 Typical Panel Wiring 24 VD RISER Class B Signature Data Circuit INTEGRITY MONITOR CT HORN SUPE RVIS ION CC1 CONTROL EOL RELAY IN J BOX CC1 2 Pr. 2 Pr. STROBE SUPERVISION 6 CONTROL SR S S S F 2 Pr. IRE DAM ER S S S S S S 3R° FLOO R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Z Pr. 2 Pr, HORN SUPERVISION —��—j 6 CONTROL CC1 CC1 2 MULTIPLEXED CLASS 'B'NOTI FICATION APPL IANCE CIRCUTSZ STROBE SUPERVISION lS G CONTROL S S S J S S F SI 3 MM S S S S S CRITICAL S S S S S S F PR OCE55 MONITOR 2N0 FLOOR F . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Pr. 2 Pr. Sz 1z ` S NOTIFICATION All wiring is one pair of appropriately sized APPLIANCE conductors unless otherwise noted. 24 VDC CIRCUITS F RISER SR R MRNV.W1 S.I. �� AGNRL M]OVLE J C'` F J O snoxE OEiECf°RwITI ® coNiFOLNEurrMOIR£ REUYMSE ELEVATOR 1 -ON on E- -TN CT Incur NooVLE „�....�.. CAPTURE 2 S snorcE OET EcroR wiTN UM VNIVERsnLlNnrtroVnln NoouLE SIGNATURE WATERFLOW S CT On^Nonw SE DATA CIRCUIT SW ITCH O IUN---. MM no N,-No I .... ,� SPRINKLER CT C0"°1NAT0N INo-4E LINE RESISTOR SS N INIVROBE SUPERVISORY 2 Size conductors per application. SWITCH t Ref er to Installation Manual Control Panel for additional details. Data Sheet 85005-0097 Issue 6 Not to be used for installation purposes.Page 4 of 6 Specifications Catalog Number 2-PPS._.-- ... 2-PPS/6A �_._ 2-PPS-220 — _, 2-PPS/6A-220 _. _ I Agency Listings UL,CSFM Line Power 120VAC 300 Watts Max.,50 60Hz Auxiliary Output Power F 500mA Max. N/A Watts Max..50/60Hz y -P - ----I 220-240VAC 300 N/A Notification Appliance Power 3.5Amps Two 3.2 Amp taps 3.5Amps Two 3.2 Amp taps @ 24Vdc nominal @ 24Vdc nominal @ 24Vdc nominal @ 24Vdc nominal Maximum Battery Size 2 of 12V10A 11 Amp Hours(See Note 1) _ Signature Data Circuit One circuit supports 96 Detectors,94 Modules Maximum-96 Isolator or Relay Bases(Expandable to two Circuits with 2-LCX) —T Terminal Wire Gauge I Notification Circuits 18-12 AWG 10.76-2.6 mm=I All other circuits 18-14 AWG 10.75-1.Smmll _. Relative Humidity 1 10-93%non condensing Temperature Rating 0'-49°C(32'-120°F) --- Wiring Styles Class A or Class Communication Ports One RS-232,One RS-485 Standard Auxiliary Relays One Alarm Contact 24Vdc 1 Amp One Trouble Contact-24Vdc I Amp One Supervisory Contact-24Vdc 1 Amp Note 1.Surface mount EST2 Wall Boxes support up to two 12V17A batteries. For larger batteries use BC-1 or BC-2 battery cabinets. Related Equipment Catalog Number Description Catalog Number Desription SIGA-IS Ionization Smoke Detector 2-SMK Smoke Power Converter Module SIGA-PS Photoelectric Smoke Detector 2-CTM City Tie Module SIGA-PHS 3D Multisensor Detector 2-LSRA LCD annunciator SIGA-(PHS 4D Multisensor Detector 2-LSRA-C LCD annunciator w/common controls __ — —___ —_ — SIGA-HFS Fixed Temperature Heat Detector 2-SMDN LCD annunciator SAN _ mounting SIGA HRS ROR/Fixed Temperature Heat Detector 2-SMDN-C _ctor LCD annunciator SAN mounting w/common . .. SIGA-DMP Duct Detector Mounting Plate controls SIGA-SD SuperDuct Duct Detector LSRA 232 Printer/programming port for LSRA Series SIGA-DH Duct Smoke Detector Housing 2-SANCOM Common Controls for SAN annunciator SIGA-LED Remote Alarm LED SAN-CPU CPU for SAN annunciator SIGA-CTI Single Input Module Envoy Graphic annunciators _ SIGA-CT2 Dual Input Module RSAN-PRT Rack mount 40 column printer SIGH CCI Single Input Signal Module RSAN 6 19 in rack mount unit accepts 6 SAN modules and SIGA-CC2 Dual Input signal Module 1 AN-CPU -- -- SIGA-CR Control Relay Module CDR3 Coder Module _ S GA-MMI Monitor Module _ RPM Reverse Polarity Module SIGA-WTM Waterflow/Supervisory Module BC-1 Battery Cabinet-Space for two 12V24A batteries, SIGA-278 Double Action Fire Alarm Station 24 Amp Hour SIGA-270 series Single and Two Stage Stations SIGA-UM Universal Module SIGA-RMI Riser Monitor Module(Standard Mountl SIGA MRM1 Riser Monitor Module(Plug-in) Data Sheet 85005-0097 Issue 6 Not to be used for installation purposes.Page 5 of 6 Security uS Ordering Information T 888-378-2329 F 866-503-3996 Catalog Description Ship Wt. Canada Number Ib(kg) T 519 376 2430 F 519 376 7258 Fire Alarm Control and Power Supplies Asia 2-MCD Main Control and Display(odd"-CC"for City of Chicago) 1.5(.7) T 852 2907 8108 2 LCX Expander Signature Data Circuit with two Notification Appliance Circuits F 852 2142 5063 2-DT Two Line Dialer _ 11.451 AC Australia 2-PPS 4.5 Amp power supply 120 Vac T.61 3 9239 1200 2-PPS/6A 6.4 Amp power supply 120 Vac F.613 9239 1299 2-PPS/220 4.5 Amp power supply 220 Vac 2.S(1.1) Europe 2 PPS/6A 220A 6.4 Amp power supply 220 Vac T 32 2 725 1120 F 32 2 72186 13 Panel Mounted Annunciator Modules 2-16R 16 Red LEDs Latin America 2-16Y 16 Yellow LEDs T 305 593 4301 F 305 593 4300 2-16G 16 Green LEDs 2-81RY 8 Red and 8 Yellow LEDs wwwgesecunty.com/est 2-12R4Y 12 Red LEDs and 4 Yellow LEDs ®2009 General Electric Company 2-16G8S 16 Green LEDs and 8 Two-position Switches 1(.45) All Rights Reserved 2-16RBS 16 Red LEDs and 8 Two-position Switches 2-16RY5 8 Alternating Red over Yellow LED pairs and 8 Two-position switches 2-16Y8S 16 Yellow LEDs and 8 Two-position Switches Signature Series is a Trademark 2 BGVS 8 Alternating Green over Yellow LED pairs and 8 Two-positron switches _ of GE Security. 2-8RYS 8 Red LEDs,8 Yellow LEDs and 8 Two-position Switches Wall Boxes 2-WB Semi-Flush Wall Box-Gray finish 2 WBR Semi Flush Wall Box Red finish 2-WBS __ _..Surface-Wall. B Boox-Gray finish— 8(3.6) 2-WBSR Surface Wall Box-Red finish Wall Box Doors 2-WBD Inner and outer door for 2-WB wall box 2 WBDR Inner and outer door for 2-WBR wall box 2-WBDS Inner and outer door for 2-WBS wall box 2-WB6SR Innerandouter door for 2-WBSRwallbox imagination at work Data Sheet 85005-0097 Issue 6 Not to be used for installation purposes.Page 6 of 6 Security Control & Annunciation Overview Standard Features The GE Security remote Alpha-Numeric Display annunciators • Back-lit alpha-numeric display provide remote annunciation of system events and custom pro- . Four lines of 20 characters each grammed messages for EST2, IRC-3, FCC and LSS systems.Each annunciator contains a back lit Liquid Crystal Display for improved • Up to 352 messages stored per annunciator on EST2 message visibility.The annunciators mount in standard North . Message seekingintelligence American two-gang or 4 inch square electrical boxes,European 100mm square box or within 19 inch RSAN rack mount or SAN type • Software filters for messages on controls enclosures.The LSRA-SB surface mount box is available for surface . Buffers up to 1000 active system events per annunciator mount applications.Common Control features are available to al- low maximum system Flexibility. • 31 annunciators on single line network Display:The heart of the GE Security Alpha-Numeric annunciator is . Multiple alpha-numeric display annunciator networks the Liquid Crystal Display.The display is a large back-lit,four line by . Up to 7700 ft(2347 m)total network loop length twenty character per line,super-twist Liquid Crystal Display.All an- nunciators incorporate power saving features which automatically . Class B(Style 4)or Class A(Style 7)RS-485 wiring turn off the front panel back lighting.The lighting turns off after . Printer port(optional with LSRA) four minutes if there is no switch activity and no unacknowledged . Available with Common Controls 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 into each annunciator via a laptop PC.The messages display in response to specific system events. Remote Alpha - Numeric Annunciators o LSRA Series, SMDN Series <� Sam- Data Sheet 85006-0035 Issue 2.1 Not to be used for installation purposes.page 1 of 6 Application SMDN-C:The SMDN-C annunciator has functions similar to the The LSRA and SMDN annunciators are designed for annunciation LSRA-C but has an on board enable/disable key switch and mounts in any GE Security SAN cabinet or 19 inch RSAN-6 rack mount.The only applications.The LSRA-C and SMDN-C are designed for areas SMDN onnunicator requires two SAN module mounting spaces. where annunciation and common control is required. For simplicity of wiring the LSRA(-C)and SMDN( CI connect to the Each LSS4 system annunciator will support up to 52 custom mes- For simplicity single line icing t network directly,extra data wiring is not sages.If a custom message does not exist for an event,the annun- ciator will display the current system event and zone information. needed. Up to 31 annunciators are supported on a IRC-3 network loop.The IRC-3 regenerative mode operation is an integral part of Each IRC-3 or EST2 system annunciator will support up to 352 the annunciator network.EST2 provides RS-485 terminals allowing custom messages.If a custom message does not exist for an event, up to 31 annunciators to be connected.With LSS4 up to four an- the annunciator will display the current system event and zone nunciators connect to the backbone RS-485 communication path. information. For maximum flexibility FCC systems communicate with GE Secu- Each FCC system annunciator will support up to 746 custom mes- rity Alpho-Numeric annunciators over one,or multiple annunciator sages.If a custom message does not exist for a system event the networks The first LSRA(-C)or SMDN(-C)connects directly to the annunciator uses its"Message Seeking Intelligence"to locate a FCC head end.The connection can be made via a FCOM-485 lo- message.The annunciator will seek messages at the FCC.DCPU cated in the PCPU or a FCOM-232 located in the DCPU. For a single for the event which has occurred. In this way the most descriptive network communication path the LSRA(-C)and SMDN(-C)onnuncia- information is always displayed on each annunciator.If no custom tors share a common RS-485 communication path with system message is found,the system event and zone information displays. network modules.Annunciators and system modules connect via a FCOM-485 located in the PCPU.Multiple annunciator networks are easily configured using one or multiple FCOM-232 modules located JUN 0101:12:56 M000 No Message Waiting in 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 a single network path.With JUN 01 01:20:32 M002 Typical Alarm Message single or multiple annunciator networks system layout flexibility is FIRE ALARM unmatched.All FCC regenerative mode operation is maintained. Custom Message Entered thru the PC The RS-485 will allow the annunciator network to achieve distances up to 7700 feet(2348m)using#18 AWG(1.00 mm')twisted-pair wire.Each annunciator receives power from a nominal 24 vdc riser. Line 1=Date,Time,#of unacknowledged messages Line 2=Alarm Type Line 3 and 4=Custom message on two lines 0 p e ra t i o n Event Buffer:Each annunciator has a buffer that will hold active system events.The buffer is reviewed by pressing the NEXT/ACK Models and BACK push-button switches.The amount of buffer storage is There are four models of Alpha-Numeric annunciators.All include determined by the system hosting the annunciator.The LSS4/52 Normal,Alarm,Supervisory,and Trouble LEDs.There are two push- annunciator will buffer 52 event messages,the EST2,IRC-3 and FCC button switches labeled BACK and NEXT/ACK.The BACK and NEXT/ PCPU RS-485 single line system annunciator will buffer 352 event ACK switches acknowledge system event messages and allow the messages and the FCC DCPU RS-232 system annunciator will buffer user to scroll through the event buffer. 1000 event messages. LSRA Series:The LSRA series of annunciators mount in standard Software Filters:Software filters add flexibility to GE Security LSRA(- North American two-gang or 4 inch square electrical boxes,Euro- C).SMDN(-C)annunciators.To avoid having unwanted messages peon 100mm square box enclosures.The annunciators come with displayed at an annunciator specific message routing capabilities four feature LEDs(Normal,Alarm,Supervisory,and Trouble)and two are incorporated into the GE Security LSRAI-CI and SMDNI-0.An- push-button Switches(BACK and NEXT/ACK). nunciators may be defined to receive alarm messages,or supervi- sory messages or trouble messages only with other panel changes LSRA-C:The LSRA-C annunciator supports common control func- being filtered out.Combinations of messages may be programmed tions in addition to the four feature LEDs and the BACK,NEXT/ACK such as Alarm and Trouble messages displayed with all Supervi- push buttons found on the LSRA. RESET,ALARM SILENCE,TROUBLE sory messages filtered out.This allows annunciators to be custom SILENCE,and DRILL/ALL CALL push button switches provide com- configured for specific operations.Only the information which is mon control functions. LSRA-C annunciators allow individual pro- required at a specific location will be annunciated. gramming of front panel switch operation.The controls are enabled by entering a password via the annunciators front switches or by Auto Acknowledge:Auto Acknowledge is a software selectable activating an optional remote enable/disable key switch.The LSRA- feature that will automatically configure a specific annunciator to C onnunciator mounts in a standard North American two-gang or 4 display active points only.As a system active point restores,the inch square electrical box or European 100mm square box, point message is removed from the annunciator display. Point restorations do not display on annunciators with Auto Acknowledge SMDN:The SMDN annunciator has the some functions as the LSRA but enabled.The internal buzzer and printer port become disabled on mounts in any GE Security SAN cabinet or 19 inch RSAN-6 rack mount. annunciators with the Auto Acknowledge feature enabled. The SMDN annunciator requires two SAN module mounting spaces. Data Sheet 85006-0035 Issue 2.1 Not to be used for installation purposes.Page 2 of 6 Intetnal Buzzer Silence:The LSRA/SMDN series annunciator's the ENABLED mode.Customizing of an annunciator for a specific Internal Buzzer Silence feature provides an option that disables operation is easily achieved with a laptop programmer the internal buzzer.The silent operation is of particular use in areas Printer Port:When not used for network connection the optional sensitive to noise. Printer/Programmer Port for LSRA(-C)and the integral RS-232 ENABLE/DISABLE:The common control function switches of the port on SMDN(-C)supports a serial printer(PT-1S). The printer will SMDN-C and LSRA-C are configurable to operate with the annunci- provide a hard copy of the events which display on the annunciator otors ENABLE/DISABLE mode of operation. By entering a password it is connected to. into the LSRA-C or through an ENABLE/DISABLE key switch any combination of common control functions are programmable. As an example:The ENABLE/DISABLE function can be programmed Approvals and Listings to have the DRILL/ALL CALL switch function(active)in the DISABLED ULC,UL,CSFM mode.All other common control switches would operate only in Front Panel Switches and LED Functions Indicator/Switch Available On Function _ _Normal LED 1.2,3,4 Illu minates steady when system has no faults or off-normol conditions. Alarm LED 1.2,3,4 Illuminates when an alarm condition exists on the system. Supervisory LED 1,2,3 4 Illuminates when a supervisory condition is received which is in its data base.A common supervisory Ina message in display)turns on the supervisory LED,but does not need silencing. Trouble LED 1,2,3.4 Illuminates when a trouble condition is received which is in its data base.A common trouble Ino message in display)turns on the trouble LED,but does not need silencing. Alarm Silence LED 2,4 Illuminates when the system wide alarm silence function is initiated. Trouble Silenced LED 2,4 - Illuminates when the local trouble silence switch has been activated on LSRA-C or SMDN-C. OnIVAII Call LED 2,4 Illuminates when the systemwide drill/general evacuation function has been initiated. Acknowledges the receipt of new messages at the LSRAI-Cl/SMDNI-CI and automatically advances the next Next/Acknowledge 1.2,3,4 unacknowledged message.When there are no unacknowledged messages,the switch allows the event messages of active points to be viewed. Back 1,2,3 4 When there are no unacknowledged messages the back switch allows the user to move in reverse through the event messages. Enable/Disoble 2 Either the ENABLE or DISABLE mode may be configured to enable or disable any combination of the front panel Key-Switch _ '4 RESET,ALARM SILENCE,TROUBLE SILENCE and DRILVALLCALL switches. Enable/Disable Initiate the Enable or Disable mode of operation through a password entered into the Annunciator.Either the Mode 2 ENABLE or DISABLE mode may be configured to enable or disable any combination of RESET,ALARM SILENCE, TROUBLE SILENCE AND DRILL/ALLCALL Reset _ 2,4 Directs the CM11NI.EST2,or PCPU master controller on the system to issue a system wide reset. Alarm Silence 2,4 Directs the CM11N),EST2, or PCPU master controller on the system to issue a system wide alarm silence _ Trouble Silence 2,4 Silences the LSRA-C/SMDN-C trouble buzzer after all messages have been acknowledged. _Drill/AI Call 2,4 Directs the CM1 INL_EST2, or PCPU master controller on the system to issue system wide drill command. Audible Indicators 1,2,3,4 The LS RA-C/S M DN-C internalbuzzer will sound when an alarm,trouble or unacknowledged message(sl exists on the system.The LSRA/SMDN Internal buzzer will sound for unacknowledged messages only. Lamp Test 2,4 Pressing Trouble silence and Alarm Silence switches simultaneously starts a 15 second LED test sequence on the 1=LSRA Series 2=LSRA-C Series 3=SMDN Series 4=SMDN-C Series LED Indicator Functions -- Indicator USA _ - Canada Europe Normal LED Steady _ _ Steady_ _ Steady Alarm LED Steady Flashing until acknowledged Steady Trouble LED Steady Flashing until acknowledged Steady Supervisory LED Steady Flashing until acknowledged Steady Buzzer UnAck Messages Pulses Pulses Pulses Steady till silenced then 112 Trouble Steady Steady second pulse as a silenced reminder every 14 seconds when silenced. Data Sheet 65006-0035 Issue 2.1 Not to be used for installation purposes.Page 3 of 6 'Typicdl Wiring IRC-3 RS-485 DATA LINE D CMl(N) CM2N(D) LSRA(-C) LSRA(-C) LSRA(-C) LSRA(-C) SMDN(C) CM2N( ) CM2NO SMDN(C) SMON(C) SMDN(C) O © O O O o O 24Vdc dedicated 24Vdc 24Vdc 24Vdc riser(2 wires) PT1-S PT1-S PT1-S PTt-S FCC RS485 DATA LINE gO C%D LSRA(-C) CM2N D) LSRA(-C) CM2N D) LSRA(-C) LSRA(-C)( ) SMDN(C) ( SMDN(C) ( SMDN(C) SMDN(C):TWORK © © O © O O NETNORH DATA LINES TO FIELD PANELS 24Vdc dedicated 24Vdc 24Vdc 24Vdc riser(2 wires) PT1-S PT1-S PT1-S PT1-S RS-232 RS-232 COMMUNICATIONS COMMUNICATIONS 50'(15.2 M)MAX. 50'(15.2 M)MAX. FROM DCPU FROM DCPU RS-485 COMMUNICATIONS RS-4e5 COMMUNICATIONS DCPU DCPU' LSRA(-C) LSRA(-0) LSRA(-C) LSRA(-C) LSRA(-G) LSRA(-C) LSRA(-C) SMDN(C) SMDN(C) SMON(C) TO SMDN(C) SMDN(C) SMON(C) SMDN(C) TO CMDN(C)/ ON(C) $ION(C) OR OTHER 24Vdc 24Vdc 24Vdc NETNORN 24Vdc 24Vdc NEIWORI, pSPLAVS DUPI YS 24Vdc PT1-S PT1-S PTi-S 24Vdc PT1-S PT1-S LSRA(-C) LSRA(-C) LSRA(-C) LSRA(-C) LSRA(-C) SMDN(C) SMON(C) SMDN(C) SMDN(C) SMDN(q O 24Vdc 24Vdc 24Vdc 24Vdc 24Vdc PT1-S PT1.S PT1-S EST2 RS-485 DATA LINE EST2 2.LSRA(-C) 2-LSRA(-C) 2-LSRA(-C) 2-LSRA(-C) C) O 2-SMDN(C) 2-SMDN(C) 2-SMDN(C) 2-SMDN( © © O 24Vdc dedicated 24Vdc 24Vdc 24Vdc riser(2 wires) PTi-S PT1-S PT1-S PT1-S LSS4 LSS4 To LSS4 or LSSPS 24Vdc TB4 Supply(2 wires) LSS4-AFP-+ RS-485 COMMUNICATIONS LSRA(-C) LSRA(-C) LSRA(-C) LSRA(-C) SMDN(C) SMDN(C) SMDN(C) SMDN(C) O O © O 4500(13)2 M)MAX. #18 ANO TWISTED PAIR PT1-S PT1-S PT1-S PT1-S 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- unwanted annunciation of trouble,alarm or supervisory functions. out the facility as indicated on the plans.Each annunciator shall The annunciator must incorporate a power saving feature.The front contain a supervised,back-lit,liquid crystal display with a minimum panel back lighting must turn off after a minimum of four minutes of four lines with twenty characters per line.Where required the on- if there is no switch activity and no unacknowledged messages nunciator shall contain a key-switch enabled reset,alarm silence, waiting. trouble silence and drill/all call switches.It must be possible through Where required it must be possible to connect a printer directly to programming to determine which common control functions are the annunciator through a dedicated RS-232 port.The printer to active with the key-switch in the enable or disable position. facilitate generation of hard copy records of system activity. It must be possible to have up to 31 of any type of LSRA I-CI and The annunciators shall be mounted in stand-alone enclosures or SMDN(-C)annunciators on a single annunciator network. It must integrated into the network panels as indicated on the plans. provide regenerative functions in the event of communication failure. The annunciator must be able to automatically seek specific mes- Each annunciator must be capable of supporting custom messages sages from other parts of the network if no message resides in its as well as system event annunciation.It must be possible to filter data base. Technical Specifications Catalog Number. _ _ _ i. _LSRA. I2-LSRA _LSRA_C I 2-LSRA-C SMDN 1 2-SMDN I SMDN-C 12-SSMDN-C Dimensions IH,W,DI 5-5/8 in H x 8-3/8 in W x 1-5/16 in D(14.29cm x 2 SAN Module Spaces 21.27cm x 3.33cm) Standard North American 2-gang or 4 in square Mounting electrical boxes, European 100mm square box Two SAN Module 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 First Annunciator Communications Format EST2,LS54 IRC-3,FCC from Poling CPU—RS-485 FCC from Display CPU—RS-232 Inter Annunciator Communications Format I RS 485 Style 41CIoss el or Style 71CIass AI Inter-Annunciator Communications Baud Rates 2400.4800.9600.19200 BPS Printer Port Format RS-232 with optional LSRA-232 I RS-232 Style 4(Class BI Printer Baud Rates 2400,4800,9600 Maximum Wire Length RS-232 RS 485 _ 50 ft(15m)7700 ft 12348m)on 18 AWG I1.00mm2l copper,4500 ft(1372m)with LS54 Maximum Annunciators per Circuit 32 ------- Maximum Custom Messages per Display FCC '� 746 messages+Intelligent message search IRC-3,EST2 352 messages 88 messages/pone)address LSS4 52 messages Finish Textured Gray Textured Ambien Black -_ __ __ _ nt ---Temperature-__._._ 0°C to+.___to ____ t Operating Environme � - perature- 49°C:Relative Humidity-93%@ 30°C Data Sheet 8S006-0035 Issue 2.1 Not to be used for installation purposes.Page 5 of 6 Security U.S. ordering Information T 888-378-2329 F 866-503-3996 Catalog Ship Weight Number Description Iblkg) Canada -- RA Remote Display,semi-flush mounting 411.81 T 519 376 2430 LS F 519 376 7258 LSRA-C Remote Display,semi-flush mounting,with common control 4(1.8) switches and enable/disable functions Asia 2" T 852 2907 8108 -LSRA Same as LSRA but for EST2 applications 411.8) F 852 2142 5063 2-LSRA-C Some as LSRA-C but for EST2 applications 4(1.8 SMDN Remote Display,SAN mounting 210.9)_ Australia _ -- --_- -.-.-_-- T 61 3 9259 4700 SMDN-C Remote Display,SAN mounting,with common control switches 210.91 F 61 3 9259 4799 and enable/disable key-switch 2-SMDN Same as SMDN but for EST2 applications 2(0.9) Europe YSl Some as SMDN-C but for EST2 applications 2(0.9) T 32 2 725 1120 F 32 2 72186 13 Related Parts Latin Americo Recessed cabinet,provides four single SAN module spaces,one T 305 S93 4301 SAN-4 SAN-CPU space 10(4.5) F 305 593 4300 — — SAN-8 Recessed cabinet,provides eight single SAN module spaces.two 1416.4) wwmgesecuoty.com SAN-CPU space 19 inch rack mount unit,provides six single SAN module spaces, I(OAS)©2006 General Electric Company RSAN-6 one SAN-CPU space All Rights Reserved ----- ---"- BP-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"(14.6 cm x 21.6 can x 5.1 cm) LSS4-AFP LS54/52 Annunciator Fault Protector 1(0.45) _ LSRA-232 Printer/programming port for LSRA series 1(0.45) Remote Enable/Disable keyswitch mounts in single-gang North LSRA-RK 110A51 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 Standard Features SIGA-CC1/MCC1 Single Input Signal Modules and SIGA-CC2/MCC2 • Single and Dual input(riser)select Dual Input Signal Modules are part of GE Security's Signature Series Use for connecting supervised 24 Vdc Audible/Visible signal system.They are intelligent analog addressable devices used for circuits,or 25 and 70 VRMS Audio Evacuation and Telephone connecting,upon command from the loop controller,supervised circuits to their power inputs. Class B signal or telephone circuits to their respective power inputs. . Ring-tone generator The power inputs may be polarized 24 Vdc to operate audible When configured for telephone circuits,the SIGA-CCI generates and visible signal appliances or 25 and 70 VRMS to operate audio its own ring-tone signal eliminating the need for a separate ring- evacuation speakers and firefighter's telephones tone circuit. The actual operation of the SIGA-CC1/MCC1 and SIGA-CC2/MCC2 is . Plug-in(UIO)or standard 2-gang mount determined by the"personality code"selected by the installer.It is UIO versions allow quick installation where multiple modules are downloaded to the module from the Signature loop controller dur- required.The 2-gang mount version is ideal for remote locations ing system configuration. that require a single module. The SIGA-CC1 and SIGA-CC2 mount to standard North American . Automatic device mapping two-gang electrical boxes,making them ideal for locations where Signature modules transmit information to the loop controller only one module is required.Separate I/O and data loop connec- regarding their circuit locations with respect to other Signature tions are made to each module. devices on the wire loop. The SIGA-MCC1 and SIGA-MCC2 are part of the UIO family of . Electronic addressing plug-in Signature Series modules.They function identically to Programmable addresses are downloaded from the loop con- the SIGA-CC1 and SIGA-CC2,but take advantage of the modular troller,a PC,or the SIGA-PRO Signature Program/Service Tool; Flexibility and easy installation that characterize all UIO modules. there are no switches or dials to set. Two-and six-module UIO motherboards are available.These can accommodate individual risers for each on-board module,or risers Intelligent device with microprocessor that are shared by any combination of its U10 modules.All wiring All decisions are made at the module to allow lower communica- connections are made to terminal blocks on the motherboard.UIO tion speed with substantially improved control panel response assemblies may be mounted in GE Security enclosures. 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. Signal Modules SIGA-CC1, SIGA-MCC1, SIGA-CC2 & SIGA-MCC2 uL) m , r4 MEA . ' �0.wl. 1. A�he�e SIGA-MGGx SIGA.M. Data Sheet 8 5 001-02 3 7 Issue 9 Not to be used for installation Purposes.Page 1 of 6 Installation Application The SIGA-CCS and SIGA-CC2:mount to North American 2-112 inch The operation of the SIGA-CCl/MCCi and SIGA-CC2/MCC2 is (64 mm)deep two-gang boxes and 1-112 inch(38 mm)deep 4-inch determined by their sub-type code or"Personality Code".The code square boxes with two-gang covers and SIGA-MP mounting plates. is selected by the installer depending upon the desired application The terminals are suited for#12 to#18 AWG(2.5 mm'to 0.75 mm') and is down-loaded from the loop controller.Codes 5 and 6 apply to wire size. the SIGA-CC1/MCC1 only.Code 7 is assigned to the SIGA-CC2/MCC2 only and automatically applies to both circuits(A and B). O Personality Code 5:SIGNAL POWER or AUDIO EVACUATION (SINGLE RISER).Valid for the SIGA-CC1/MCC1 only. Configures the 0 - 0 module for use as a Class B AudibleNisible Signal power(24 Vdc polarized)or Audio Evacuation(25 or 70 VRMS)power selector.The Q a ring-tone generator is disabled.The output circuit is monitored for O, o open or shorted wiring.If a short exists,the control panel inhibits the activation of the audible/visible signal circuit to prevent connec- tion to the power circuit. ®� Personality Code 6:TELEPHONE w/RING-TONE(SINGLE RISER). ®� Valid for the SIGA-CC1/MCC1 only.Configures the module for use as a Telephone power selector.When a telephone handset is plugged into itsjock or lifted from its hook,the module generates its own oD Ring-Tone signal.A separate ring-tone circuit is not needed.The ` module sends this signal to the control panel to indicate that an off-hook condition is present.When the system operator responds SIGA-MCCS and SIGA-MCC2:mount the UIO motherboard inside a to the call,the ring-tone signal is disabled. suitable GE Security enclosure with screws and washers provided. Personality Code 7:SIGNAL POWER or AUDIO EVACUATION(DUAL Plug the SIGA-MCC1 or SIGA-MCC2 into any available position on RISERI.Valid for the SIGA-CC2/MCC2 only.Configures the module the motherboard and secure the module to the motherboard with for use as a two circuit Class B Audible/Visible Signal power(24 Vdc the captive screws.Wiring connections are mode to the terminals polarized)or Audio Evacuation(25 or 70 VRMS)power selector.The on the motherboard(see wiring diagram). UIO motherboard termi- single output circuit is monitored for open or shorted wiring.If a nals are suited for#12 to#18 AWG(2.5 mm'to 0.75 mm')wire size. short exists,the control panel inhibits h e activation of the audible/ visible signal circuit to prevent connection to the power circuit. UIO MmM1eN^and 1 6-32 Self-tapping screw Warnings & Cautions This module will not operate without electrical power. As fires fre- u Plug-in(UIO) captive quently cause power interruption,we suggest you discuss further Module screws safeguards with your fire protection specialist, j s6 Flat wasM1ers Compatibility —Cabinelorelactricalenclosure The Signature Series modules are compatible only with GE Securi- ty's Signature Loop Controller. GE Security recommends that this module be installed according to latest recognized edition of national and local fire alarm codes. Testing & Maintenance Electronic Addressing-The loop controller electronically addresses The module's automatic self-diagnosis identifies when it is defective each module saving valuable time during system commissioning. and causes a trouble message.The user-friendly maintenance pro- Setting complicated switches or dials is not required.Each module gram shows the current state of each module and other pertinent has its own unique serial number stored in its on-board memory. messages.Single modules may be turned off(de-activated)tempo- The loop controller identifies each device on the loop and assigns a rarily,from the control panel. .'soft"address to each serial number.If desired,the modules can be addressed using the SIGA-PRO Signature Program/Service Tool, Scheduled maintenance(Regular or Selected)for proper system operation should be planned to meet the requirements of the Au- Personality Codes 5 and 6 apply to the SIGA-CCl/MCC1 only and thority Having Jurisdiction(AHJ).Refer to current NFPA 72 and ULC ore assigned by the installer.Code 7 applies to the SIGA-CC2/ CAN/ULC 536 standards. MCC2 only.It is factory assigned:no user configuration is required. Data Sheet 8 5001-0 2 3 7 Issue 9 Not to be used for installation purposes.Page 2 of 6 Typical Wiring (SIGA-CC2/MCC2) Modules will accept#18 AWG(0.75mm'),#16(1.0mrl#14 AWG(1.50mm')and#12 AWG(2.5mm')wire sizes. Note:Sizes#16 AWG(Lamm')and#18 AWG(0.75mm')are preferred for ease of installation.See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Typical Speaker Circuit Personality Cotle 7 uuuLc a nee 471(52 EOL D9 Personality Typical Notification ApPlIlInCrit Circuit ei-polar Transient Protector Code 7 (PIN 235196P) UIjLJLC CH2(INPUT 2) $ $ $ 47MEOL ha From UL/ULC Uzled RISER IN(-) Control Pone" CH2(1NPUT2) RISER IN(.) 1 2 Style V(Class B) CH2(INPUT 2)RISER OUT I.) To Next Device or EOL vve ar 1, CH2(INPUT 2)RISER OUT(-) Suppliedd wlln LIDULC Paris + Ud Pane etl Control l TB4 1BJ 11 uun to Red LED Green LED (Alarm/Active) e 2 b s a 4 ] 2 1 (Normal) TB2 Tel To Next Device CHI(INPUT 1)RISER OUT(y 1 or TOT.Resistor CHI(INPUT 1)RISER OUl(-) J Supplied wRh UL/ULC CHI(INPUT 1) Usted Control Panel From UL/ULC Listed R6ER IN p) Conroe Panel CHI(INPUT I) Personality Typical Speaker Circuit ,�L/2y��I��1�,�� Cede 7 RISER IN(-) From SlBmiura r ULNLC Detect Controllers (DATA IN(.) DATA OUT(.) 1 47M SOL Previous Device `DATA IN(-) DATA OUT(-) 1 To Next Device PEY Personatlty Typical Notification Appliance Circuit SIGA-CC2 code 7 e qoe(PM 23519Pt'bclor LA X 47M SOL IUIDULC Ip Notes 4 a 3IMA41101R)urHa moMarbo.N 1lL For maximum wire resistance and maximum wire distances, 1 2 3 4 sroA4tcc2 refer to IOMC Manual (P/N 270144). Maximum#12 AWG (2.5mm2)wire.Min.#18(0.75mm2). + 07 40 DeM In 1 Out ® Refer to Signature Loop Controller Installation Sheet for 4 ; + Riser 1 In wiring specifications. stirriluie 3 TB14 Drito circuit ® These modules will NOT support two-wire smoke detectors. TIB a Male ant IF ¢ e 0 ® All wiring power limited and supervised.If the input source — 3a - I Rwr2 out is non-power limited,then maintain spacing of 1/4 inch or 2 + Riser 2In use FPL,FPLP,FPLR or equivalent in accordance with NEC. cre4n Leo(NomW) Te15 Rea Leo(Active)® The SIGA-UI06 does not come with TB8 through TB13. SIGA-uloR a e4..,,tntmrnn.b QIMivlaual Riawt correction.ln.tall R,,erse a between etljacant Supervised and power-limited. +234 modules M.tueatr..amereer. ± �+ ® Supervised and power-limited when connected to a power- Riser 1 In Riser 1 0.1 limited source.If the source is nonpower-limited,maintain SIGA-MCC2 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. Maximum Output Load The input for this riser is common to all modules. 24Vdc 25V 70V Signals Audio Audio 2A Slw 35W Data Sheet 85001-0237 Issue 9 Not to be used for installation purposes.Page 3 of 6 Typical Wiring (SIGA-M/MCC1) Modules will accept#18 AWG(0.75mm'),#16(1.0mm'),#14 AWG(l.Somm')and#12(2.5mm')wire sizes. Note:Sizes#16 AWG(1.0mm')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 Code 5 UUULC Listed 97KS3 EOL Personality Typical Telephone Circuit Code 6 Maximum Output Load UUULC Listed 24ydc — 25v 70y -�J�II,��a"IIIJJIIj 471(SI EOL Signals Audio Audio Personality Typical Notification Appliance Circuit 2A SOW 35W Code 5 UUULC Led 4 1(ix EOL A,L2 AB (C Ims B) Install the 01-Polar Transient Protector(PIN 235196P)here. B3 le 9 Red LED Green LED (Alarm/Active) e v e s G ani 2 1 (Normal) Personality Typical Speaker Circuit TB2 V, T9)� Code 6 UUULC Listed RISER OUT p)1 To NextL Re Device pl 67KR EOL From UL/ULC Ustatl 11 EOL Resistor Supplied Control Panel RISER with UL/ULC Listed ( :ED8 RISER IN(+) Control Panel `RISER IN(-) Personality Typical Telephone Circuit Code 6 f DATA IN(+) DATA OUT(+))To Neat Device UIJULc Listed l DATA IN(-) DATA OUT(-) 47Ka EOL From Signature Conaoll at Q or Previous Device oam SIGA-CC1 Personality Typical Notification Appliance Circuit Code 5 Notes I + 15 UULC 7EOated 4M (S1 EOL Al For maximum wire resistance and maximum wire dis- tances,refer to IONIC Manual(P/N 270144). 1 z 9 Qs WInstall1l. r Trenslent Preteaor(P/N 235196P)here. ® Maximum#12 AWG(2.5mm2)wire.Min.#18(0.75mm2). 1 z 3 4 SIGAWac1 ® Refer to Signature Loop Controller Installation Sheet SIGA4IWIR)series motherboard for wiring specifications. Data In+ 0 Q 4 a +Riser 1 out These modules will NOT support two-wire smoke detec-signature + I + Riser nn tors. Data 2 ) Te14 QQQ Circuit ® All wiring power limited and supervised.If the input I Tel source is non-power limited,then maintain spacing Date oat+ °{ of 1/4 inch or use FPL,FPLP, FPLR or equivalent in ac- — a 3 No connections required br cordance with NEC. 2 SIGA-Mccl.Other modules 1 may require connections. ® The SIGA-UI06 does not come with TB8 through T1313. Green LED(Normal) T515 0.ed LEo(Active) SIGA-DIOR series motherboard Supervised and power-limited. 1 2 3 4 a a individual Rlse.l connabn.install �Q the jumpers between ad)acent If the source is nonpower-limited,maintain a space of Rber 1 In + + Riser 1 Out "1o°uNs mat use the same user. 1/4 inch from power-limited wiring or use FPL, FPLP, FPLR,or an equivalent in accordance with the National SIGA-MCC1 Electrical Code. ® The input for this riser is common to all modules. Data Sheet 65001-0237 Issue 9 Not to be used for installation purposes.Page 4 of 6 Signature Series Overview The Signature Series intelligent analog-addressable system from GE Automatic Device Mapping-The Signature Data Controller(SDC) Security is on entire family of multi-sensor detectors and mounting learns where each device's serial number address is installed bases,multiple-function input and output modules,network and relative to other devices on the circuit.The SDC keeps a map of all non-network control panels,and user-friendly maintenance and Signature Series devices connected to it.The Signature Series Data service tools.Analog information from equipment connected to Entry Program also uses the mapping feature.With interactive Signature devices is gathered and converted into digital signals.An menus and graphic support,the wired circuits between each device onboard microprocessor in each Signature device measures and can be examined.Layout or"as-built"drawing information showing analyzes the signal and decides whether or not to Input an alarm. branch wiring(T-taps),device types and their address are stored on The microprocessor in each Signature device provides four oddi- disk for printing hard copy.This takes the mystery out of the instal- tonal benefits-Self-diagnostics and History Log,Automatic Device lation.The preparation of as-built drawings is fast and efficient. Mapping,Stand-alone Operation and Fast,Stable Communication. Device mapping allows the Signature Data Controller to discover: Self-diagnostics and History Log- Each Signature Series device . Unexpected additional device addresses constantly runs self-checks to provide Important maintenance • Missing device addresses information.The results of the self-check are automatically updated and permanently stored in its non-volatile memory.This informa- • Changes to the wiring in the circuit. tion is accessible for review any time at the control panel, PC,or Most Signature modules use a personality code selected by the using the SIGA-PRO Signature Program/Service Tool.The informa- installer to determine their actual function.Personality codes are tion stored in device memory includes: downloaded from the SDC during system configuration and are • Device serial number,address,and type indicated during device mapping. • Date of manufacture,hours of operation,and last maintenance date 'EST3 VZ only. • Number of recorded alarms and troubleS2 +Retrievable with SIGA-PRO programming tool. • Time and date of last alarm' • Most recent trouble code logged by the detector—32 possible trouble codes may be used to diagnose faults. Data Sheet85001-0237 Issue 9 Not to he used for installation purposes.page 5 of 6 Security U.S. Specifications T 888 378-2329 F 866-503-3996 Catalog Number SIGA-CCI SIGA-MCCS SIGA-CC2 SIGA-MCC2 Canada Description Single Input(Riser)Signal Module_ Dual Input(Riser)Signal Module T 519 376 2430 51(factory set)One sub-type F 519 376 7258 Type Code SO(factory set)Two sub-types (personality code)is available(factory yp (personality codes)are available sell _ Asia -- -- '-- T 852 2907 8108 Address Require- Uses one module address Uses two module addresses F 852 2142 5063 ments Wiring Termina- Suitable for#12 to#18 AWG 12.5 mm�to 0.75ni Australia tons T 613 9259 4700 ------- ---- - -'�— F61 3 9259 4799 North Americans North American 2V2 inch (64 mm) 2th inch (64 mm) Europe deep two-gang deep two-gang T 32 2 725 1120 boxes and 1Yz 1 boxes and 1V2 F 32 2 72186 13 inch(38 mm)deep Plugs into U 106 inch(38 mm)deep Lugsto U 106 Mounting 4 inch square Motherboards or U106 4 inch square Motherboards arils Latin America boxes with 2- Motherboards boxes with 2- Motherboards T 305 593 4301 F 305 593 4300 gang covers and gang covers and SIGA-MP mount- SIGA-MP mount- wwwgesecurity.com ing plates ing plates m 2006 General Electric company Operating Current Standby=223pA Activated=100pA All Rights Reserved 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 High Impact Engineering Polymer Signature Series is a Trademark Storage&Operat- Operating Temperature:32°F to 120°F(0°C to 49°C) of GE Security. ing Environment Storage Temperature:-4°F to 140'F(-20°C to 60'C)Humidity:0 to 93%RH LED Operation On-board Green LED-Flashes when polled On-board Red LED-Flashes when in alarm/active Compatibility Use with:Signature Loop Controller Agency Listings UL,ULC,CSFM,MEA Ordering Information Catalog Ship Wt. Number Description Ibs lkg) SIGA-CCl Single Input Signal Module(Standard Mount)-UL/ULC Listed 0.510.231 _— SIGA-MCC( Single Input Signal Module(UlD Mount(-UVULC Listed 0.1810.081 SIGA-CC2 Duol Input Signal-Module(Standard Mount)-UUULC Listed 0.5(0.23) SIGA-MCC2 Dual Input Signal Module MID Mount)-UL/ULC Listed 0.18(0.08) Related Equipment 27193-21 Surface Mount Box-Red,2-gang 2(1.2) 27193-26 Surface Mount Box White,2-gang 211.21 SIGA-U102R Universal Input-Output Module Board w/Riser inputs-Two Module Positions 032(015) SIGA-UI06R Universal Input-Output Module Board w/Riser Inputs-Six Module Positions 0.62(0.281 SIGA-U106 Universal Input-Output Module Board-Six Module Positions 0.56(0.25) 235196P Bi--Polar Transient Protector 0.01(0.05) Accessories MFC-A Multifunction Fire Cabinet-Red,supports Signature Module Mounting Plates 7.0(3.11 SIGA-MP1 Signature Module Mounting Plate,1 footprint 1.5(0.70) S -MP2 Signature Module Mounting Plate.1/2 footprint 0.510.23) IGA _ SIGA-kl Signature Module Mounting Plate,112 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 I Security Power Supplies Overview Standard Features The Booster Power Supply(BPS)is a UL 864,9th Edition listed power • Allows for reliable filtered and regulated power to be installed supply.It is a 24 Vdc filtered-regulated,and supervised unit that where needed can easily be configured to provide additional notification appliance . Cost effective system expansion circuits(NACs)or auxiliary power for Mass Notification/Emergency Communication(MNECI,as well as life safety,security,and access . Provides for Genesis and Enhanced Integrity notification appli- control applications. ance synchronization • Supports coded output operation The BPS contains the circuitry to monitor and charge internal . Self-restoring overcurrent protection or external batteries.Its steel enclosure has room for up to two 10 ampere-hour batteries.For access control-only applications, • Multiple signal rates the BPS can support batteries totaling up to 65 ampere-hours in . Can be cascaded or controlled independently on external enclosure.The BPS has four Class B(convertible to two . Easy field configuration Class AI NACs.These con be activated in one or two groups from the BPS's unique dual input circuits. • On-board diagnostic LEDs identify wiring or internal faults • Standard GE Security keyed lockable steel cabinet with remov- The BPS is available in 6.5 or 10 ampere models. Each output circuit able door has a capacity of three amperes;total current draw cannot exceed the unit's rating. • 110 and 230 Vac models available The BPS meets current UL requirements and is listed under the fol- • Accommodates 18 to 12 AWG wire sizes lowing standards: • Optional tamper switch sta,;dord ICCNI---— oescrlption Dual battery charging rates UL8649theditionlUOXXI Fire Alarm Systems —._._-- .—..'-- ULfi36-1gNET,UEH%71 Holdup Alarm Units and Systems UL6091AOTX,AOTX71 Local Burglar Alarm Units and Systems UL2941ALW.UEH%71 Access Control systems UL366 WPAw gPgW71 Police Station Connected Burglar Alarm Units and Systems UL10761APOU.APOU71 Proprietary Burglar Alarm System Units UL16101AMCXI Cenlrol5totmn Alarm Unit ULC-55271V0%kCl Control Units,Fire Alarm IConatlal ULC-53071A0TX71 Local Burglar Alarm Uni[s and Sys[ems lCanadal ULG53041AMCX71 Central and Monitoring Station Burglar Alarm Units ICanadal C22.2 No.205 Signaling Equipment ICanodol Remote Booster Power Supplies BPS6A, BPS10A L� Data Sheet 85005.0125 Issue 3 Not to be used for installation purposes.Page 1 of 4 Application Dimensions The BPS provides additional power and circuits for notification ap- pliances and other 24 Vdc loads.It is listed for indoor dry locations D501 and can easily be installed where needed. y Top View Fault conditions are indicated on the on-board diagnostic LEDs, opening the BPS input sense circuit and the trouble relay(if pro- D2 D3 10. grammed).While this provides indication to the host system,the I BPS can still be activated upon command.A separate AC Fail contact is available on the BPS circuit board,which can be pro- a 84 D4 oo grommed for trouble or AC Fail.There are seven on-board diag- nostic LEDs one for each NAC fault,one for battery fault,one for Front View O ground fault,and one for AC power. > QD The unique dual-input activation circuits of the BPS can be acti- ° voted by any voltage from 6 to 45 VDC(filtered-regulated)or 11 to 33 Vdc(full-wave rectified,unfiltered).The first input circuit can be D1 O D6 configured to activate 1-4 of the four possible outputs.The second O `D 9 1 cm) in . input circuit can be configured to control circuits 3 and 4.When All knockouts m outputs are configured for auxiliary operation,these circuits can be for 3/4 in conduit G configured to stay automatically deactivate 30 seconds after ( f AC power is lost.This is fee ature makes these circuits ideal for door11 holder applications.The BPS also has a separate 200 mA 24 Vdc output that can be used to power internal activation modules. BPS NACs can be configured for a 3-3-3 temporal or continuous output.California temporal rate outputs are also available on D1 D2 D3 D4 D5 D6 certain models.This makes the BPS ideal for applications requiring 17.0 in 3.5 in 13.0 in 6.5 in 3.375 in 12.0 in signaling rates that are not available from the main system. (43.2 cm) (8.9 cm) (33.0 cm) (16.5 cm) B.6 cm) (30.4 cm) In addition to the internally generated signal rates,the BPS can also be configured to follow the coded signal rate of the main system NACs.This allows for the seamless expansion of existing NACs. Wire routing Power-limited The BPS enclosure has mounting brackets for up to three Signature wiring area modules to the right of the circuit board. d Engineering Specification ° Supply,where needed,GE Security BPS Series Booster Power Sup- )Z�'.. 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 g o 13) batteries having the capacity of 24 ampere-hours for Mass Notifica- Route AC supply •o. tion/Emergency Communication(MNEC),life safety and security op- through these plicotions,and the capacity of 65 ampere-hours for access control knockouts only applications. (Nonpower-limited and supervised) Battery wiring (nonpower- The BPS shall provide o minimum field independent,fully super- o limited and supervised) o vlsed Class B circuits that can be field configurable for notification appliance circuits or auxiliary 24 Vdc power circuits.BPS NACs shall Battery Battery 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- tion.The BPS shall be operable from the main system NAC and/or GE Security Signature Series control modules.BPS NACs shall be Notes configurable for continuous,3-3-3 temporal or optionally,California 1 Maintain 1/4-inch 16 mm)spacing between power-limited and nonpower-limited ate. Fault conditions on the BPS shall not impede operation of main wiring or use type FPL,FPUl or FPlp cable per NEC. 12) Power-limited and supervised when not configured as auxiliary power.Non-super- system NAC.The BPS shall be provided with ground fault detection wised when configured as auxiliary power circuitry and a separate AC fall relay. 131 Source must be power-limited.source determines supervision. 4. When using larger batteries,make sure to position the battery terminals towards the door. Data Sheet 85o05•0125 Issue 3 Not to be used for installation purposes.Page 2 of 4 Typical Wiring Single or castcaded booster NAC Circuit To next signaling g NAC Circuit device,booster,or anywhere on a notification appliance circuit EOL resistor Existing NAC end-of-line resistors are not required to be Fire Alarm ; NAC output#1 m NAC output#2 installed of the booster's terminals.This allows multiple Control Panel N NAC output#3 boosters to be driven from a single NAC circuit without the 5 a NAC output#4 need for special configurations. S 5 Booster Power Supply Configuring the Booster for Multiple CUS) modules using the AC Power Fail delay operation* BPS'S sense inputs TBi Notification appliance circuit(NAC) TB1 Notification appliance circuit(NAC) NACi/+ UL listed NAC1/ + UL listed AUXt - _ = EOL 15 k0 AUXi - _ = EOL 15 KW NAC2/ + Notification appliance circuit(NAC) NAC2/ + AUX2 AUX2 - Notification appliance circuit(NAC) - NAC3/ + UL listed NAC3/ + UL listed AUX3 - i i EOL 15 kO AUX3 - z = EOL 15 KW NAC4/ + NAC4/ + AUX4 - AUX4 - 200 mA AUX N + 200 mA AUX N Continuous m Continuous m N + IN + Sense 1 COM Eff - Sense i COM - OUT - + OUT EOL 47K IN Eff IN Fff + Sense 2 COM EC 47 kO t Sense 2 COM - OUT CC1(S)module[1][3] OUT EOL47 K NO o o NO - + - + Trouble COM 1 432111 Trouble COM 0 NC NC a tog TBo +- + - TBe CC1(S)module CC I(S)module e•CT-1• Data in from Data out to <3 2 t C 4 3 2 1 previous device next device moslulr�[4] or Signature +- _ 1 Iff1 controller Data in from previous Data out to 'the Booster supports AC Power fail delay [31 device or Signature next device of three hours via its trouble contact when controller dip switch Sw2-6 is on.All other troubles are reported to supervising module or panel without delay via Sense inputs. Security and access BPS LAC4/ + 24 V 12 V Security Security EOL 24DC12 device device monitoring device Control panel BPS [1) Card reader Card reader Card reader + — controller co-nntroller + — controller To next device 11) Disable the BPS's ground fault jumper IJP31 orend Data Sheet 85005-0125 Issue 3 Not to be used for installation purposes.Page 3 of 4 Security T5 Specifications T 888-378-2329 F 866-503-3996 Model 6.5 amp Booster 10 amp Booster Canada AC Line Voltage 120VAC or 220-240VAC 50/6OHz 1. 120VAC or 220-240VAC 50/6OHz T 519 376 2430 _ _ 390 watts 580 watts F 519 376 7258 Notification Appliance 3.OA max.per circuit @ 24Vdc j 3.OA max.per circuit @ 24Vdc Asia Circuit Ratings nominal 6.5A max total all NACs nominal 10A max total all NACs T 852 2907 8108 _Trouble Relay 2 Amps @ 30Vdc F 852 2142 5063 Auxiliary Outputs Four configurable outputs replace NACs 1,2,3 or 4. as auxiliary outputs Australia _ and 200 mA dedicated auxiliary.(See note 2.) _._ -. ___ __ __._ T+61 3 9239 1200 Input Current 3mA @ 12Vdc,6mA @ 24Vdc F 613 9239 1299 (from an existing NACI Europe Booster Internal 7OmA T 32 2 725 1120 Supervisory Current F 32 2 72186 13 Signature Mounting Space Accomodates three two-gang modules. Maximum Battery Size 10 Amp Hours(2 of 12V10A)in cabinet up to 24 Amp hours with ex- Latin America ternal batter cabinet for fire and security applications;u to 65 Am T 305 593 4301 y y PP P P F 305 593 4300 hours for access control applications in external battery box. Terminal Wire Gauge 18-12 AWG v✓ww gesecurity.corniest Relative Humidity 0 to 93%non condensing @ 32°C O 2009 General Electric Company Temperature Rating 32°to 120°F(0°to 49°C) All Rights Reserved NAC Wiring Styles Class A or Class B Output Signal Rates Continuous,California rate,3-3-3 temporal, Signature series is o Trademark .-_____ .._-___ ____.-______or follow installed panel's NAC(See note 1.) of GE security. Ground Fault Detection Enable or Disable via jumper Agency Listings UL,ULC,CSFM 1, Model BPS-CAA provides selection for California rate,in place of temporal. 2. Maximum of 8 Amps can be used for auxiliary output. Ordering Information Catalog Description Shipping Wt. Number _ lb(kg) _6,------- BPS6A 6.5 Amp Booster Power Supply 13(5.9) BPS6AC 6.5 Amp Booster Power Supply(ULC) 13(5.9) BPS6A/230 6.5 Amp Booster Power Supply(220V) 13(5.9) BPS6CAA 6.5 Amp Booster Power Supply with California rate 13(5.9) BPS10A 10Amp Coo sterPowerSupply 1315.91 B1pS10AC 10 Amp Booster Power Supply(ULC) 13(5.9) BPS10A/230 10 Amp Booster Power Supply 1220V1 13(5.9) BPSIOCAA 10 Amp Booster Power Supply with California rate 131 5.91 Related Equipment __...._____.-_- -----___--_-__--_._- _____ 12V6A5 7.2 Amp Hour Battery,two required 3.41161 12V10A .10 Amp Hour Battery,two required 9.5(4.3) 3-TAMP Tamper switch _ BC-1 Battery Cabinet(up to T--40 Amp Hour Botteriels 58(26.4) --_ BC-2_ _ _ Battery Cabinet(up to 2_l7 Amp Hour Batteries) 1918.6) _ 12V17A 18 Amp Hour Battery,two required(see note 1) 13(5.9) 12V24A 24 Amp Hour Battery,.two required(see note 1) 20(9.071 12V40A 40 Amp Hour Battery,two required(see notes 1 2) 32114.51 12V50A 50 Amp Hour Battery,two required(see notes 1,21 40118 141 12V65A 65 Amp Hour Battery,two required(see notes 1,2) 49122.21 1. Requires installation of separate battery cabinet. 2. BPS supports batteries greater than 24 Amp hours for access control applications only. � imagination at work Data Sheet 85005-01281ssue 3 Not to be used for installation purposes.Page 4 of 4 � I t Security Intelligent Initiating Devices Overview Fast Stable Communication-On-board intelligence means less The Signature Series Model SIGA-PS Intelligent Photoelectric Smoke information needs to be sent between the detector and the loop D controller.Other than regular supervisory polling response,the Detector gathers analog information from its smoke sensing ele- detector only needs to communicate with the loop controller when ment and converts it into digital signals.The detector's on-board it has something new to report. microprocessor measures and analyzes these signals. It compares the information to historical readings and time patterns to make an alarm decision. Digital filters remove signal patterns that are not typical of fires.Unwanted alarms are virtually eliminated. Standard Features The microprocessor in each detector provides four additional benefits • Integral microprocessor -Self-diagnostics and History Log,Automatic Device Mapping, . Non-volatile memory Stand-alone Operation and Fast,Stable Communication. Self-diagnostics and History Log- Each Signature Series detec- • Automatic mapping device tor constantly runs self-checks to provide important maintenance • Electronic addressing information.The results of the self-check are automatically updated . Environmental compensation and permanently stored in the detector's non-volatile memory . Intelligent detector Automatic Device Mapping-The loop controller learns where each . Wide 0.67%to 3.77%/ft.sensitivity range device's serial number address is installed relative to other devices on the circuit.The mapping feature provides supervision of each • Twenty pre-alarm sensitivity values,set in 5%increments device's installed location to prevent a detector from being rein- . Identification of dirty or defective detectors stalled(after cleaning etc.(in a different location from where it was originally. • Automatic day/night sensitivity adjustment Stand-alone Operation-A decentralized alarm decision by the • Twin RED/GREEN status LEDs detector is guaranteed.On-board intelligence permits the detector . Standard,relay,fault isolator,and audible mounting bases to operate in stand-alone mode.If loop controller CPU communica- tions fail for more than four seconds.all devices on that circuit go • Designed and manufactured to ISO 9001 standards into stand-alone mode.The circuit acts like a conventional alarm receiving circuit. Intelligent '��"'�' 3 Photoelectric y Smoke Detector SIGA-PS �dA—lable Data Sheet 85001-0269 Issue 6 Not to be used for installation purposes.Page 1 of 4 Installation Accessories Signature Series detectors mount to North American 1-gang boxes, All detector mounting bases have wiring terminals that are occes- 3-1/2 inch or 4 inch octagon boxes,and to 4 inch square electrical sible from the"room-side"after mounting the base to the electrical boxes 1-112 inches(38 ni deep.They mount to European BESA box.The bases mount to North American 1-gang boxes and to 31h and 1-gang boxes with 60.3 mm fixing centers. inch or 4 inch octagon boxes,ltf inches(38 mm)deep.They also mount to European BESA and 1-gang boxes with 60.3 mm fixing centers.The SIGA-SB4,SIGA-RB4,and SIGA-184 mount to North 0.8'(20 mm) 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 2.0•(53 mm) ""mounting ears"on the base.The SIGA-AB4G mounts to a 4"scare ®� box only. ®® fTA r I 4 Tamper-Reset Lever Arm r SIGA-AB4G SIGA-SB SIGA-IB SIGA-118 SIGA-LED -Break off to disable- Audible Base Standard Base Isolator Base Relay Base Remote LED (Located on Base) _ Standard Base SIGA-SB,SIGA-SB4-This is the basic mounting base for GE Security Signature Series detectors.The SIGA-LED Access Slot for ILA;., Remote LED is supported by the Standard Base. Tamper-Resist Meabooism Relay Base SIGA-RB,SIGA-RB4-This base includes a 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 ® is supervised to avoid accidentallyjarring 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 Testing & Maintenance the SIGA-LED Remote LED. Each detector automatically identifies when it is dirty or defective Audible Base SIGA-AB4G-This base is designed for use where and causes a"dirty detector"message.The detector's sensitiv- localized or group alarm signaling is required.When the detector senses an alarm condition,the audible base emits a local alarm dy measurement can also be transmitted to the loop controller.A signal.The optional SIGA-CRR Polarity Reversal Relay can be used for sensitivity report can be printed to satisfy NFPA sensitivity measure- sounding to other audible bases on the some 24 Vdc circuit. ments which must be conducted at the end of the first year and every two years thereafter. Relay and Audible Bases operate as follows: The user-friendly maintenance program shows the current state - at system power-up or reset,the relay is de-energized of each detector and other pertinent messages.Single detectors - when a detector is installed in the base with the power may be turned off temporarily from the control panel.Availability of on,the relay energizes for four seconds,then de-energizes maintenance features is dependent on the fire alarm system used. -when a detector is removed from a base with the power on, Scheduled maintenance(Regular or Selected)for proper detector the relay is de-energized operation should be planned to meet the requirements of the Au- -when the detector enters the alarm state,the relay is energized. thority Having Jurisdiction(AHJ). Refer to current NFPA 72 and ULC Isolator Base SIGA-IB,SIGA-164-This base includes a built-in line CAN/ULC 536 standards. 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. Compatibility The isolator operates as follows: The SIGA-PS detectors are compatible only with the Signature Loop - a short on the line causes all isolators to open within 23 msec Controller. -at 10 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 Warnings & Cautions - when the isolator next to the short closes,reopens within 10 msec. This detector will not operate without electrical power.As fires fre- The process repeats beginning on the other side of the loop con- quently cause power interruption,we suggest you discuss further troller. safeguards with your fire protection specialist. Remote LED SIGA-LED-The remote LED connects to the SIGA-SB or SIGA-SB4 Standard Base only.It features a North American size This detector will NOT sense fires that start in areas where smoke 1-gang plastic faceplate with a white finish and red alarm LED. cannot reach the detector.Smoke from fires in walls,roofs,or on the SIGA-TS4 Trim Skirt-Supplied with 4 inch bases,it Can also be opposite side of closed doors may not reach the detector to alarm it. ordered separately to use with the other bases to help hide surface imperfections not covered by the smaller bases. Data Sheet 85001-0269 Issue 6 Not to be used for installation purposes.Page 2 of 4 Application Although photoelectric detectors have a wide range of fire sensing capabilities they are 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 all 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 SIGA-IPHS Test Fire SIGA-IS Ion SIGA-PS Photo Fixed Temp. Photo Heat 30 Ion/Photo/Heat 4D Open Wood optimum unsuitable optimum very suitable optimum Wood Pyrolysis suitable optimum unsuitable optimum optimum Smouldering Cotton very suitable optimum unsuitable optimum optimum Poly Urethane Foam very suitable very suitable suitable very suitable optimum n-Heptone optimum very suitable very suitable optimum optimum Liquid Fire withoutSmoke unsuitable unsuitable optimum very suitable very suitable Typical Wiring The detector mounting bases accept#18 AWG 10.75mm'1,#1611.0mri #14 AWG 11.5mm'l,and#12 AWG 12.Smm2l wire sizes. Note:Sizes#16 AWG 11.0mm'l and#18 AWG 10.75mm'1 are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Standard Detector Base,SIGA-SB,SIGA-SB4 Relay Detector Base,SIGA-RB,SIGA-RB4 k( )ATOA Normally-Normally- Term Description Term Description Common Closed Open P 1 Not Used 1 Normally Open stance 2 DATA IN/OUT I+1 2 DATA IN/OUT(+) ire 3 Not Used 3 Common ceed IOU 4 DATA IN 1-1 4 DATA IN I-I 5 Remote LED *DITA 5 Not Used 6 Remote LED +I 6 Normally-Closed 7 Not Used 7 DATA OUT I-1 8 DATA OUT I-) CONTACT RATING DATAW(-) 1.0 OUT O IPIiot Duty DATADATA OUT(-) DATA IN(+) DATA OUT(+) DATA IN(+) DATA OUT W From Signature Controller To Nee Device From Signature Controller To Next Device or Previous Device or Previous Device Isolator Detector Base,SIGA-IB,SIGA-184 Audible Detector Base,SIGA-AB4G o o Term Description 1 Not Used Volume setting Tone setting OS 6 ° O 2 DATA IN/OUT + Default=High volume Default=Temporal pattern o O 3 DATA IN I-I Cut for low volume Cut for steady tone O 4 Not Used rD Gn 5 Not Used O 6 DATA OUT(-I O 7 Not Used — ro mnny°ra omo°t v°Nme O °r bra,cut Me vtircuil boaN DATA IN(-) z DATA OUT(-) ea>no'an 24vdem . W 24Vdaout DATA IN(+) DATA OUT(+) From power revious blase y ' To next base or EOL rate From Signature Controller To Next Device Data In or Previous Device From Signature controller or - Data out Previous device ' .To next Signature device Data Sheet 85001-0269Issue 6 Not to be used for installation purposes.Page 3 of 4 U.5. Specifications T 888-378-2329 F 866-503-3996 Sensing Element Photoelectric-Light Scattering Principle Canada Storage&Operating Air Velocity Range:0 to 5,000 ft/min(0 to 25.39 m/s):Humidity:0 to 93% T 519 375 2430 Environment RH,Non-Condensing Operating Temp:320F to 120OF(0°C to 490C); Stor- F 519 376 7258 age Temp:-40F to 140OF(-20°Cto 60°C) — Asia Sensitivity Range ULI/ULC-0.67%to 3.77% obscuration/foot _ _ _ T 852 2907 8108 User Selected Alarm Most Sensitive:1.0%/ft.;More Sensitive:2.0%/ft.;Normal:2.5%/ft.;Less F 852 2142 5063 Sensitivity Settings Sensitive:3.0%/ft.;Least Sensitive:3.5%/ft. Pre-alarm Sensitivity S%increments,allowing up to 20 pre-alarm settings Australia T 61392594700 Operating Voltage 15.2 to 19.95 Vdc(19 Vdc nominal) F 61 3 9259 4799 Operating Current Quiescent:45pA @ 19 V;Alarm:45pA @ 19 V Emergency Stand-alone Alarm Mode:18mA Pulse Current:100 pA(100 msed; During Communi- Europe _ cation:9 mA max. _ T 32 2 725 1120 Construction&Finish High Impact Engineering Polymer-White _ F 32 2 72186 13 ---------- - Compatible Mounting SIGA-SB Standard Base, SIGA-RB Relay Base,SIGA-IB Isolator Base, SIGA- Latin America Bases AB4,SIGA-AB4G Audible Bases T 305 593 4301 LEO Operation On-board Green LED-Flashes when polled; On-board Red LED-Flashes F 305 593 4300 when in alarm Both LEDs-Glow steady when in alarm(stand-alone) .gesecurity.com Compatible Remote Red LED(model SIGA-LED)Flashes when in alarm Compatibility Use With:SIGNATURE Loop Controller m 2006 General Electric Company Address Requirements Uses one Device Address All Rights Reserved Agency Listings UL,ULC,MEA,CSFM UL Listed Spacing 30 ft Signature Series is a Trademark of GE Security. Ordering Information Catalog Description Ship Wt. Number Ibs(kg) SIGA-PS Intelligent Photoelectric Detector -000LC Listed 0.5(.23) Accessories SIGA-SB Detector Mounting Base-Standard SIGA-SB4 4-inch m Detector Mounting Base c/w SIGA-TS4 Tri Skirt _.__-_-._-._-.. SIGA-RB Detector Mounting Base w/Relay SIGA-RB4 4-inch Detector Mounting Base w/Relay, c/w SIGA-TS4 Trim Skirt 0.2(.09) SIGA-IB Detector Mounting Base w/Fault Isolator -.__.________ _ -_— _ SIGA-184 4-inch Detector Mounting Base w/Fault Isolator,c/w SIGA-TS4 Trim Skirt SIGA-LED Remote Alarm LED -__._._... _.-- —_ — — _ ____ ---- SIGA-AB4G Audible(Sounder)Base .310.151 SIGA-TS4 Trim Skirt(supplied with 4-inch bases) .1(.04) � imagination at work Data Sheet 86001-02691ssue 6 Not to be used for installation purposes.Page 4 of 4 Security Intelligent Initiating Devices Overview • Break glass operation The SIGA-270 and SIGA-278 series Manual Pull Stations are part An up-front visible glass rod on the SIGA-270 discourages tam- of GE Security's Signature Series system.The SIGA-270 Fire Alarm pering. Manual Pull Stations feature our very familiar teardrop shape.They • Intelligent device with integral microprocessor are made from die-cast zinc and finished with red epoxy pow- All decisions are made at the station allowing lower communica- der-coat paint complemented by aluminum colored stripes and tion speed while substantially improving control panel response markings. With positive pull-lever operation,one pull on the station time.Less sensitive to line noise and loop wiring properties; handle breaks the glass rod and turns in a positive alarm,ensuring twisted or shielded wire is not required. protection plus fool-proof operation.Presignal models(SIGA-270P) . ADA Compliant are equipped with a general alarm(GA)keyswitch for applications Meets ADA requirements for manual pull stations. where two stage operation is required.The up-front highly visible glass rod discourages tampering,but is not required for proper • Electronic Addressing with Non-volatile memory operation. Permanently stores programmable address,serial number, type of device,andjob number.Automatically updates historic GE Security's double action single stage SIGA-278 station is a information including hours of operation,last maintenance date, contemporary style manual station made from durable red colored number of alarms and troubles,and time and date of last alarm. lexon. To initiate an alarm,first lift the upper door marked"LIFT THEN PULL HANDLE",then pull the alarm handle. • Automatic device mapping Each station transmits wiring information to the loop controller regarding its location with respect to other devices on the circuit. Standard Features • Stand-alone operation Note:Some features describedhere may not be supported byoll controlsystems. The station inputs an alarm even if the loop controller's palling Check your control panel's Installation and Operation Guide for details. interrogation stops. • Traditional familiar appearance • Diagnostic LEDs SIGA-270 models feature our familiar teardrop design with Status LEDs;flashing GREEN shows normal polling;Flashing RED simple positive pull action and sturdy die-cast metal body. shows alarm state. • One stage(GA),two stage(pre-signal),and double action models • Designed for high ambient temperature operation SIGA-270 models are available for one or two stage alarm sys- Install in ambient temperatures up to 120°F(49°C). tems.The single stage double action SIGA-278 features a rugged Lexan housing with keyed reset mechanism. Manual Pull Stations SIGA-270, SIGA-270P, ULC SIGA-278 f. MEA atented Data Sheet 85001-0279 Issue 8 Not to be used for installation purposes.Page 1 of 4 'Application Typical Wiring The operating characteristics of the fire alarm stations are deter- The fire alarm station's terminal block accepts#18 AWG(0.75mm21 mined by their sub-type code or"Personality Code'.NORMALLY- to#12 AWG(2.Smm2)wire sizes.See Signature Loop Controller cota- OPEN ALARM-LATCHING IPesonolity Code 11 Is assigned by the log sheet for detailed wiring requirement specifications. factory;no user configuration is required.The device is configured for Class B IDC operation.An ALARM signal is sent to the loop con- Wiring Notes troller when the station's pull lever is operated.The alarm condition 0 Refer to Signature Loop Controller manual for maximum is latched at the station. wire distance. 2. All wiring is power limited and supervised. REAR VIEW Compatibility of 278 Signature Series manual stations are compatible only with GE Secu- rity's Signature Loop Controller. O 0 0 TB2 Warnings & Cautions %, . . This device will not operate without electrical power.As fires fre- quently cause power interruption,we suggest you discuss further wom A°,, o ® G D safeguards with your local fire protection specialist. 0 TBI 0 Testing & Maintenance To test(or reset)the station simply open the station and operate DATA IN(.) DATA our v) the exposed switch.The SIGA-270 series are opened with a tool;the DATA IN(-) Dnrnovr(-) SIGA-278 requires the key which is supplied with that station. F'omS�goammcootrowl Y ToNOADevke of P...,Device 0 The station's automatic self-diagnosis identifies when it is defec- tive and causes a trouble message.The user-friendly maintenance Figure 4. Single Stage Systems 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 REAR VIEW features is dependent on the fire alarm system used. of Scheduled maintenance(Regular or Selected)for proper system 270P.270PB o0 operation should be planned to meet the requirements of the Au- 0 thority Having Jurisdiction(AHJI. Refer to current NFPA 72 and ULC o B] CAN/ULC 536 standards. ores Rea LED Green U0 (AlormlAclNa) �® � (Normae TB1 O 0 0 o c {( DATA IN(A DATA OUF(.)1 DATA IN(-) Y DATA OUT From Signature Con To Next Device or Phevlous Device Q Figure 5. Two Stage Systems Data Sheet 85001-0279 Issue 8 Not to be used for installation purposes,Page 2 of 4 Installation Single-stage Signature Series fire alarm manual pull stations mount to North American 2V22 inch(64 mm)deep 1-gang boxes. Two stage presignaI(270P)models require It/2 inch(38 mm)deep 4-inch square boxes with 1-gang,t/z-inch raised covers.Openings must be angular.Rounded openings are not acceptable. Recommended box:Steel City Model 52-C-13;in Canada,use Iberville Model CI-52-C-49-1/2. All models include terminals are suited for#12 to#18 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 station 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 stations can be addressed using the SIGA-PRO Signature Program/Service Tool. Key Latch Compatible Electrical Box Compatible Electrical Box Cover Release Cover Y - Y Release AIy Screw I � Back ,° Back Q Plate O a Plate Toggle o Toggle Swttch �' Switch 014,0' Pori Q _ Glass Rod _ Glass Rod �. Release Lever OPPEE�N/ \�O\J Figure 1. SIGA-278 installation i Figure 2. SIGA-270,SIGC-270F,SIGC-2708 installation Cover Release Scr w O �Campatble Electrcal Be. / with%.inch raised covers I t ®p[a� Back W�" '. o elate Toggle OE Switch Npi O a � Glass Rod Release Lever Do not use boxes wit rounded openings. ..} Figure 3. SIGA-270P,SIGC-270P6 installation Data Sheet$5001-0279 Issue Not to be used for installation purposes.Page 3 of 4 Security US. Specifications T 888-378-2329 F 866-503-3996 SIGA-270,SIGC-270F, SIGA-270P, Canada Catalog Number _ SIGC-270B _ SIGC-270PB SIGA-278 T 519 376 2430 Single Action Single Action-Two Double Action F 519 376 725e Description -One Stage Stage(Presignol) -One Stage Asia Addressing Uses 1 Module Uses 2 Module Uses 1 Module T is z9o7 aloe Requirements _ Address Addresses Address F 852 2142 5063 7 Standby=250pA Standby=396pA Standby=250pA Operating Current Activated=400pA Activated=680pA Activated=400pA Australia T 61 3 9259 4700 Construction&Finish Diecost Zinc-Red Epoxy Lexan-Red with F 613 9259 4799 _ with aluminum markings white markings Type Code Factory Set Europe Operating Voltage 15.2 to 19.95 Vdc(19 Vdc nominal) T 32 2 725 1120 _ P _ 9— 9 _ -- — F 32 2 72186 13 Storage and Operating Operating Temperature:32°F to 120OF(0°C to 49°C) Environment Storage Temperature:-40F to 140OF 1-20°C to 60°C)Humidity:0 to 93%RH Latin America T 305 593 4301 On-board Green LED-Flashes when polled F 305 593 4300 LED Operation On-board Red LED-Flashes w hen in alarm Both LEDs-Glow steady when in alarm(stand-alone) wwwgesecuray.com/est Compatibility Use With:Signature Loop Controller ®2007 General Electric Company Agency Listings UL ULC(note 1).MEA,CSFM All Rights Reserved Note:SIGC-270F.SIGC-2708 and SIGC-27aP8 are ULC listed only.Suffix'P indicates French markings. Suffix"B"indicates English/French tiling pal markings. Signature Series is a Trademark of GE Security. Ordering Information Catalog Ship wt. Number Description Ibs(kgl 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 IPresignall Fire Alarm Station,English Markings-UUULC Listed 110.51 SIGC-270PB Two Stage IPresignall Fire Alarm Station,French/English Markings -ULC Listed_ _ SIGA-278 Double Action(One Stage)Fire Alarm Station,English Markings -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) 276-K1 Station Reset Key Supplied with all Key Reset Stations_ —. 0.1(.05) ____12.—__--_ 27165 Glass Rods-for SIG A-270 series(CANADA ONLY) 276-GLR 20 Glass Rods-for SIGA-270 series (USA ONLY) 276-GLR 20 Glass Rods-for SIGA-278 series 2768-R58 Surface Mount Box,Red-for SIGA pull stations 1(0.61 imagination at work Data Sheet 85001-0279 Issue 8 Not to be used for installation purposes.Page 4 of 4 Security Intelligent Initiating Devices Overview Standard Features Signature Series Model SIGH-HFS and SIGA-HRS Intelligent Heat Note:Some features described here may not be supported by oil Detectors gather analog information from their fixed temperature control systems.Check your control panel's Installation and opera- and/or rate-of-rise heat sensing elements and converts it into dig- tion Guide for details. ital signals.The detector's on-board microprocessor measures and . 70 foot(21.3 meter)spacing analyzes these signals.It compares the information to historical readings and time patterns to make an alarm decision. Digital fil- • 15°F 19°Cl/min rote-of-rise/135'F 157°CI ft.and 135°F 157°Q ters remove signal patterns that are not typical of fires. Unwanted fixed temperature type alarms are virtually eliminated. . Intelligent detector c/w integral microprocessor The microprocessor in each detector provides four additional ben- . Non-volatile memory efits-Self-diagnostics and History Log,Automatic Device Mapping, Stand-alone Operation and Fast,Stable Communication. • Automatic device mapping • Electronic addressing • Identification of defective detectors • Twin RED/GREEN status LEDs • Standard,relay,fault isolator,and audible mounting bases • Designed and manufactured to ISO 9001 standards Intelligent Heat Detectors SIGA-HFS & SIGA-HRS r o CE. ° A.,hble Data Sheet 85001-0243 Issue Not to be used for installation purposes.Page 1 of 6 Signature Series Overview Installation Spacing-TheSIGA-HFS(fixedtemperature)and the SIGA-HRS(fixed temperature/rate-of-rise combination)intelligent Self-diagnostics and History Log-Each Signature Series detec- heat detectors are rated for installation at up to 70 foot(21.3 meter) for constantly runs self-checks to provide important maintenance spacing.These detectors may be installed in rooms with ambient information.The results of the self-check ore automatically updated temperatures up to 100OF(380C). and permanently stored in the detector's non-volatile memory. This information is accessible for review any time at the control panel, Status LEDs-Twin LEDs are visible from any direction.A flashing PC,or by using the SIGA-PRO Signature Program/Service Tool. GREEN LED shows normal system polling from the loop controller.A flashing RED LED means the detector is in alarm state. Both LEDs on In the unlikely event that an unwanted alarm does take place,the steady shows alarm state-stand-alone mode.Normal GREEN LED control panel's history file can be called up to help isolate the prob- activity is not distracting to building occupants,but can be quickly lem and prevent it from happening again. spotted by a maintenance technician. Automatic Device Mapping-The loop controller learns where Quality and Reliability-GE Security detectors are manufactured each device's serial number address is installed relative to other in North America to strict international ISO 9001 standards.All devices on the circuit.This mapping feature provides supervision electronics utilize surface mount technology(SMT)for smaller size of each device's installed location to prevent a detector from being and greater immunity to RF noise.A conformal coating is used for reinstalled(after cleaning etc.)in a different location from where it humidity and corrosion resistance.All critical contacts are gold was originally.The history log for the detector remains relevant and plated. 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" �nStO��OtIOn drawing information showing wire branches(T-taps),device types and their address are stored on disk for printing hard copy. This Signature Series detectors mount to North American 1-gang boxes, takes the mystery out of the installation.The preparation of as-built 3-1/2 inch or 4 inch octagon boxes,and to 4 inch square electrical drawings is fast and efficient. boxes 1-112 inches(38 mm)deep.They mount to European BESA Stand-alone Operation-A decentralized olorm decision by the and 1-gang boxes with 60.3 mm fixing centers. detector is guaranteed.On-board intelligence permits the detector 0.8'(20 mm) 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 2.0'(51 mm) receiving circuit.Each detector on the circuit continues to collect and analyze information from its surroundings.Both the SIGA-HRS and SIGH-HFS detectors alarm if the ambient temperature increases ®® to 1350F(570C)or for the SIGA-HRS only,the temperature increases 4.4'(112 mm) at a rate exceeding 150F(900/minute. If the detector is mounted to a relay base,the relay operates.Similarly,if it is mounted to an audible base,the on-board horn sounds. Fast Stable Communication-On-board intelligence means less Tamper-Resist Lever Arm information needs to be sent between the detector and the loop -Break off to disable- controller.Other than regular supervisory polling response,the (Located on Base) 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 Access slot for r communication on the circuit.The lower baud rate offers several Tamper-Reslst Mechanism advantages including: _ °'_ ft - less sensitivity to circuit wire characteristics -�� - less sensitivity to noise glitches on the cable a - 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 on-board memory. The loop controller identifies each device on the circuit and assigns a"soft"address to that device's serial number. If desired,detectors can be addressed using the SIGA-PRO Signature Program/Service Tool. Data Sheet 85001-0243 Issue 6 Not to be used for installation purposes.Page 2 of 6 Application 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 all 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 SIGA-IPHS Test Fire SIGA-IS Ion SIGA-PS Photo _ .Fixed Temp_ _ Photo Heat 3D Ion/Photo/Heat 4D Open Wood optimum unsuitable___ optimum very suitable optimum _.. --- —- Wood Pyrolysis suitable optimum unsuitable _ optimum optimum Smouldering Cotton very suitable _--optimum unsuitable optimum optimum Poly Urethane Foam very suitable very suitable suitable very suitable optimum n-Heptane optimum verysuitable verysultable optimum optimum Liquid Fire without Smoke unsuitable - unsuitable optimum —very-suitable very suitable Typical Wiring The detector mounting bases will accept#18 AWG 10.75mm'1,#1611.0mi #14 AWG(1.5mri and#12 AWG(2.5mm2)wire sizes. Note:Sizes#16 AWG(1.0 inni and#18 AWG(0.75mm')are preferred for ease of installation. See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Standard Detector Base,SIGA-SE,SIGA-SB4 Relay Detector Base,SIGA-RB,SIGA-RB4 Term Description Term Description Remote LED 1 Not Used Normally-Normally- 1 Normally-Open (SIGA-LED) 2 DATA IN/OUT W Common Closed Open 2 DATA IN/OUT 1+I Max.Resistance 3 Not Used 3 Common per Wire 4 DATA IN I-1 4 DATA IN I-I + Must NOT Exceed 1W 4 Remote LED -I 5 Not Used 5 Remote LED 1+I 6 Normally-Closed 6 Not Used O o e 7 DATA OUT I-I O1 6� 7 DATA OUT bI o =� CONTACT RATING 1.0 Amp`R: VDC q ^ (Pilot Duty, DATA IN(-) O `-e'l e o DATA OUT(-) DATA IN(-7 t DATA OUT(-) DATA IN(+) DATA OUT(+) DATA IN(+) DATA OUT(+) From Signature Controller To Next Device From Signature Controller To Next Device or Previous Device or Previous Device Isolator Detector Base,SIGA-IB,SIGA-184 Audible Detector Base,SIGA-AB4G o o Term Description 1 Not Used Volume setting Tons seam A(-) Z 2 DATA IN/OUT I+I g Deteutt fort.volume Cut bF st Temporal Dattern 3 DATA IN -I Cut for low volume Cut brsteally tone 4 Not Used5 Not Used 6 DATA OUT 7 Not Used To confis tput volume of oe,cut IM clrcull We. DATee mown. DATA OUT(-) 24 Vac In " 24 Vac out From power supply or , ' To next base or EOL relay DATA OUT(+) previous base DATA IN(+) To Next Device Data Ia From Signature Controller From Signature controller or - Data out or Previous Device previous aevics ' To nazi Signature device Data Sheet 65001-0243 Issue 6 Not to be used for installation purposes.Page 3 of 6 Accessories All detector mounting bases have wiring terminals that are acces- Isolator Base SIGA-IB,SIGA-184-This base includes a built-in line sible from the"room-side"after mounting the base to the electrical fault isolator for use on Class A circuits.A detector must be installed box.The bases mount to North American 1-gong boxes and to 31k for It to operate.The isolator base does not support the SIGA-LED inch or 4 inch octagon boxes, 1tk inches(38 mm)deep.They also Remote LED. mount to European BESA and 1-gang boxes with 60.3 mm fixing The isolator operates as follows: centers.The SIGA-584,SIGA-RB4,and SIGA-1 B4 mount to North American four inch square electrical boxes in addition to the above - a short on the line causes all isolators to open within 23 msec boxes.They include the SIGA-TS4 Trim Skirt which is used to cover - at 10 msec intervals,beginning on one side of the Class A the"mounting ears"on the base.The SIGA-AB4G mounts to a 4" circuit nearest the loop controller,the isolators close to score box only. provide the next isolator down the line with power - if the isolator next to the short closes,it reopens within 10 msec. The process repeats beginning on the other side of the loop control- ler. SIGA-PBAG SIGA-BB SIGA-IB` SIGA-RB SIGA-LED Remote LED SIGA-LED-The remote LED connects to the SIGA-SB Audfine Base Standard Bose Isolator Base Relay Base Remote LED or SIGA-SB4 Standard Base only.It features a North American size 1-gang plastic faceplate with a white finish and red alarm LED. Standard Base SIGA-SB,SIGA-SB4-This is the basic mounting base for GE Security Signature Series detectors.The SIGA-LED Remote SIGA-TS4 Trim Skirt-Supplied with 4 inch bases,it can also LED is supported by the Standard Base. ordered separately use with the other bases to help hide surface imperfections not covered by the smaller bases. Relay Base SIGA-RB,SIGA-RB4-This base includes a 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 Warnings & Cautions position is supervised to avoid accidentally jarring it out of position. The SIGA-RB can be operated as a control relay if programmed to This detector will not operate without electrical power. As fires(re- do so at the control panel(EST3 V.2 only).The relay base does not quently cause power interruption,we suggest you discuss further support the SIGA-LED Remote LED. safeguards with your fire protection specialist. Audible Base SIGA-AB4G-This base is designed for use where This detectorwill NOT sense fires that start in areas where heat cannot localized or group alarm signaling is required.When the detector reach the detector.Heat from fires in walls,roofs,or on the opposite senses on alarm condition,the audible base emits a local alarm side of closed doors may not reach the detector to alarm it. signal.The optional SIGA-CRR Polarity Reversal Relay can be used The heat sensor in this device only provides a source of informa- for sounding to other audible bases on the some 24 Vdc circuit. tion to supplement the information provided by photoelectric or Relay and Audible Bases operate as follows: ionization smoke detectors which may be located nearby.The heat at system power-up or reset,the relay is de-energized detector by itself does NOT provide life safety protection. Under no circumstances should heat detectors be relied on as the sole means - when a detector is installed in the base with the power on,the of fire protection. 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 Compatibility - when the detector enters the alarm state,the relay is energized. The SIGA-HFS and SIGA-HRS detectors ore compatible only with GE Security's Signature Loop Controller. Data Sheet 85001-0243 issue Not to be used for installation purposes.Page 4 of 6 Specifications Catalog Number SIGA-HFS SIGA-HRS Heat Sensing Element _ _ Fixed Temperature + Fixed&Temperature/Rate-of-Rise ii Alarm Point Alarms at 135OF(57 CI Ambient 1 Alarms at 135OF(570C)Ambient or Temp,increase above 15°F(9O0 per min. UL Listed Detector Spacing 70 feet(21.3 meters)center to center spacing Operating and Storage Environment Operating Temp:32OF to 100OF(OOC to 380CI Storage Temp:-40F to 140OF(-200C to 600C)Humidity:0 to 93%RH, Non-Condensing Operating Voltage 15.2 to 19.95 Vdc(19 Vdc nominoll Operating Current Quiescent:45pA @ 19 V Alarm:4SpA @ 19V Emergency Stand-alone Alarm Mode:18mA Pulse Current:100 pA (100 Fri Construction&Finish _ High Impact Engineering Polymer-White Compatible Mounting Bases i SIGA-SB Standard Base, SIGA-RB Relay Base,SIGA-IB Isolator Base, SIGA-AB4,SIGA-AB4G 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(stand-alone)Compatible Remote Red LED(model SIGA-LED)Flashes when in alarm Compatibility Use With:SIGNATURE Loop Controller Address Requirements j Uses one device address Agency Listings UL ULC MEA,CSFM Ordering Information Catalog Number Description Ship Wt. Ibs(kgl SIGA-HFS Intelligent Fixed Temperature Heat Detector-UL/ULC Listed 0.5(0.23) SIGA-HRS Intelligent Fixed Temperature/Rai Heat Detector-UL/ULC Listed Accessories _ .—.___... SIGA-58 Detector Mounting Bose SIGA-SB4 4-inch Detector Mounting Base c/w SIGA-TS Trim Skirt SIGA-RB Detector Mounting Base w/Relay 0.2(.09) SIGA-RB4 4-inch Detector Mounting Base /w Relay c/w SIGA-TS Trim Skirt SIGA-IB Detector Mounting Base w/Foult Isolator SIGA-184 47inch Detector Mounting Base w/Fault Isolator c/w SIGA-TS Trim Skirt SIGA-LED Remote Alarm LED SIGA-AB4G Audible(Sounder)Base 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 u5 T888-378-2329 F 866-503-3996 Canada T 519 376 2430 F 519 376 7258 Asia T 852 2907 8108 F 852 2142 5063 Australia T 613 9259 4700 F 613 9259 4799 Europe T 32 2 725 1120 F 32 2 72186 13 Latin America T 305 593 4301 F 305 593 4300 vvv .gesecurity com O 2006 General Electric Company All Rights Reserved Signature Series is a Trademark of GE Security. imagination at work Data Sheet 85001-0243 Issue 6 Not to be used for installation purposes.Page 6 of 6 EDWARDS SYSTEMS TECHNOLOGYM INTELLIGENT INITIATING DEVICES Compatibility 4 QS41QS1 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 smoke detectors.Does not require"special" {✓ ductsmokeheads. ■ Standard,relay,or isolator detector base - Detector plugs-into base then easily installs into housing. , ■ Install in ducts up to 10 ft.(3.05 m)wide I ILC MEA Iq'�alg1 Is Remote LED and test station accessories lJ ` _=i ■ Designed and manufactured to ISO 9001 standards Intelligent Duct Smoke Detectors Compatible Signature Series detectors include the SIGA-IPHS4D Multisensor Smoke Detector with THREE INTEGRATED SENSING Description TECHNOLOGIES.It combines Ionization,Photoelectric and Heat The SIGA-DH Duct Smoke Detector Housing is specially engi- sensors and processes and analyzes information from each sensor neered to exploit all the capabilities of Signature Series intelligent separately using dynamic filters.Also compatible are the SIGA- photoelectric and multisensor smoke detectors.EST Signature PHS 3D Multisensor Detectorand the SIGA-PS Photoelectric Detector.The installer selectsthe alarm sensitivity levelfrom the Series detectors gather analog information from each of their one or more sensing elements and converts it into digital signals.The detector'swidemw 0.67 tontheransitivityrangewindow.Fivesettings detector's onboard microprocessor measures and analyzes these are available from within the range. signals.It compares them to historical readings,time patterns and Environmental Compensation known characteristics to make an alarm decision.Digital filters and Detection sensitivityfor Signature Series detectors is virtually complex Algorithms are applied for optimum detector accuracy. independent oftheir installed environment and their physical Unwanted alarms are virtually eliminated. condition.Each sensing element adapts to long-term changes Each duct housing is packaged with detailed installation instruc- caused by dirt,humidity,aging etc.Every 8.6 minutes the detector tions,gaskets and a self-adhesive drilling template for locating and adjusts and updates the sensitivity I%obscuration)ambient mounting the detector.The large access door is completely baselinefor its smoke sensing element.Every 68 minutes this removable to allow fast detector installation and field wiring information is written to its permanent memory. connections.The 16 gauge steel housing is finished in red baked The detector's alarm sensitivity setting selected by the installer enamel for easy identification.Five one-gang knockouts on the floats up or down to remain constant relative to the changing housing provide a convenient location for mounting intelligent baseline.This is called environmental compensation. Signature Series modules. Identification of Dirty or Defective Detectors The SIGA-DH Duct Housing comes with a 6 inch(150 mm)exhaust Each detector automatically identifies when it is polluted and tube.Air sampling tubes are available in lengths from 8 inches(200 causes a"dirty detector"message.The detector's sensitivity mm)to 10 feet(3048 mm)and must be ordered separately. measurement can also be transmitted to the loop controller.This Compatible smoke detectors,mounting bases,and accessories are measurement satisfies NFPAsensitivity measurement requirements. listed in the Ordering Information.Refer to individual device The detector's internal components are self-supervised.Up to 32 catalog literature pages for more detail. trouble codes are generated and displayed for diagnostics. EDWARDS SYSTEMS TECHNOLOGY U.S.SALES:SARASOTA,FL 941-739-4638;FAX 941-727-1214 - CANADA SALES:OWEN SOUND,ON 519-376-2430;FAX 519-376-7258 INTERNATIONAL SALES:905-270-1711,FAX 905270-9553 - CORPORATE HEADOUARTERS:CHESHIRE,CT - US.MANUFACTURING:PITTSFIELD 6 NEWPORT,,ME Issue 4 Literature Sheet M85001-0325 Page 1 of 4 Not to be used for installation purposes. For the most current literature and uodates visit www,est.net. Ion-Volatile Memory Signature Duct Detector Accessories ig nature Series smoke detectors permanently store a serial Duct Detector Air Sampling Tubes umber,type of device and job number.Automatic updates of istoric information including hours of operation,last maintenance deectorhousing. opling Refelet uoOrderbe must bgInfor Information available smoke detector housi n g.Refer to Ordering I nformation for avai table ate,number of alarms and troubles,time and date of last alarm lengths. re available.In the Lin l ikely event that an unwanted alarm does 9 3ke place,the history file can be called up to help isolate the Detector Mounting Bases roblem and prevent it from happening again. One detector mounting base must be ordered for each duct smoke .lectronic Addressing&Device Mapping housing.Removing a detector from its base(except isolator base) 'he Signature loop controller automatically addresses each does not affect other devices operating on the same data loop. letector to save valuable time during system commissioning. Available bases are: etting complicated switches or dials on each intelligent device is Standard Base SIGA-SB-This is the basic mounting base.The iot required.If desired,the detectors can be custom addressed SIGA-LED Remote LED issu000rtedby the Standard Base. (sing the Signature Series Data Entry Program. Relay Base SIGA-RB-This base includes a relay.Normally open -he wired circuits between each device can be examined using the or closed operation is selected during installation.The dry contact late entry program along with the self-mapping feature built into is rated for 1 amp @ 30 Vdc(pilot duty).The relay's position is III Signature Series devices.With its graphic support,layout or supervised to avoid accidentally jarring it out of position.The SIGA- as-built"drawing information showing wire branches(T-taps), RB can be operated as a control relay if programmed to do so at levice types and their address are stored on disk for printing hard the control panel(EST3 V.2 only).The Relay Base does not :opy.Thistakesthe mystery out ofthe installation.The preparation suppQ the SIGA-LED Remote LED.Relay bases are not affected tf"as-built"drawings is fast and efficient. or activated by the SIGA-DTS Duct Test Station. )evice mapping also allows the Signature loop controller to Isolator Base SIGA-IB-This base includes a built-in line fault f i stover: isolator.A detector must be installed for it to operate.The integral -unexpected additional device addresses isolator relay is controlled by the detector or the loop controller.A -missing device addresses maximum of 96 isolator bases can be installed on one loop.The -changes to the wiring in the data loop. Isolator Base does not sunoortthe SIGA-LED Remote LED. Alarm LED Indicator itand-Alone Operation )n-board permits Signature devices to operate in stand- The SIGA-LED Alarm Indicator is suitable for use with the SIGA-SB 31one mode.Should loop controller CPU communications fail for detector base only.a maximum of one can be operated for each more than four seconds,all devices on that circuit(loop)go into detector.I red LED on aone-gang plastic plate and can stand-alone mode.The loop acts like a conventional alarm receiving be installedd remote emote o of directly on the SIGA-DH Duct Housing. :ircuit.Each detector on the loop continues to collect and analyze Duct Test Station nformation from its surroundings.The detector alarms if the preset The SIGA-DTS Duct Test Station uses a key switch along with an Smoke obscuration level is reached and causes a loop alarm.If the integral intelligent input module mounted on atwo-gang plastic detector is mounted to a relay base,the relay operates.Similarly,if plate.It is supplied with two keys and features a red alarm LED. t is mounted to an audible base,the on-board horn sounds. When the key is turned to the"TEST"position,the LED lights and Quality and Reliability the integral module remotely inputs a duct detector test alarm.The EST detectors are designed and manufactured in North America to actions and sequences programmed at the control panel to ISO 9001 standards.All electronics utilize surface mount technol- activate dampers and other smoke control measures,are easily ogy(SMT)for smaller size and greater immunity to RF noise.A tested.Detector relay bases are not affected or activated.Resetting conformal coating is used for corrosion resistance and all critical the control panel clears the test and returns the system to normal. contacts are gold plated. The key cannot be removed when in the"TEST"position. The Duct Test Station mountsto standard 2-inch deep North American two-gang and 4-inch square electric boxes and Typical Wiring European 100 mm square boxes. The detector mounting bases and test station will accept#18 AWG Air Velocity Test Kit (0.75mm2),#16(1.0mm2),#14 AWG(1.50mm')and#12 AWG The 6263-SG Air Velocity Test Kit is specially designed to interface 12.5mm')wire sizes,Note: #14AWG(1.5mm2)is not recommended to the SIGA-DH Duct Housing.It is used to test or confirm the air due to difficulty of installation.See Loop Controller and Detector velocity in HVAC ducts where the duct housing is installed. catalog sheets for detailed wiring requirement specifications. EDWARDS SYSTEMS TECHNOLOGY Page 2 of 4 Literature Sheet N85001-0325 Issue 4 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 W5.0m/sec) Material and Finish 16 Gauge Cold Rolled Steel,Red-Baked Ename Conduit Knockouts Combination 1/2 inch 8 3/4 inch Agency Approvals UL,ULC,MEA,CSFM Compatible Smoke Detectors SIGA-PS SIGA-PHS Air Velocity Range 300 to 4000 ft/min.(1.5 to 20.3 m/sec) Photoelectric- IonizatiEcIplear PhotPhotoelectric- Light Scattering Principle Light Sca Smoke Sensing Element(s) Light Scattering Principle Heat- Heat-Alarm (35°C)135°F(570 C) Fixed Temperature change inemp. Temp: 32- 1200 F(0 to 49e C) Temperature: 32-1000 F(0-380 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 60e C); Humidity:0 to 93% RH,non-condensing 0.67%to 3.70%obscuration/foot ULI/ULC Sensitivity Range 0.67%to 3.77%obscuration/foot(305mm) (305mm) User 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 Sensitivi 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 Uses one Input Device Address AddressingRestrictions SIGA-DTS Duct Test Housing Operating Current Standby=2501jA;Activated = 400pA Operating Voltage 15.2 to 19.95 Vdc 119 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 8 Finish High Impact Engineered Plastic 2-gang front plate-White Addressing Restrictions Uses one Module Address EDWARDS SYSTEMS TECHNOLOGY Issue 4 Literature Sheet •85001-0325 Page 3 of 4 Not to be used for installation purposes. Application Notes 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 The SIGA-DH Duct Smoke Detector Housing requires a clear,flat, ft.(900mm)must be supported at both ends. accessible area on the duct of at least 7-3/8inches(188mm)W x 7 inches(175mm)H.The duct housing must be instal I ad on ducts Duct detectors continually sample air flow in aHVAC duct and at least 8 inches(200mm)wide.To avoid the effects of initiate an alarm condition whenever smoke is detected.An alarm stratification,install the detector housing a minimum of six duct is activated when the quantity(percent obscuration)of combustion widths beyond any bends in the duct.Duct detectors are usually products in that air sample exceeds the detector's sensitivity installed on the supply duct after the air filters;or in the return air setting. stream prior to being diluted by outside air. Air velocity in the duct maintains the air flow that enters the detector housing through perforations in the air sampling inlettube and discharges through the outlet exhausttube.The detector housing must be installed with its INLET air sampling tube upstream of the EXHAUST to be.Before installing the duct detector Bend or other housing,test the duct air velocity to verify it is within the limits of obstruction the Signature smoke detectorthat is being installed.Also verifythat 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 NOT a substitute for early warning detection.Duct Duct detectors ARE NOT a replacement for a building's regular fire width detection system.Smoke detectors ARE NOT designed to detect 6 Duct widths toxic gases which can build up to hazardous levels in some fires. Duct detector (minimum) These devices WILL NOT operate without electrical power.As fires location frequently cause power interruptions,ESTsuggestsyou discuss further safeguards with your local fire protection specialist. Ordering Information Installation and Mounting Catalog Ship Wt EST recommends duct detectors always be installed in Number Description Ib.(kg) accordance with the latest recognized editions of local and SIGA-DH Duct Detector Housing 6.5(3) national fire alarm codes. 6261-001 8 inch(200mm)Air Sampling Inlet Tube .25(.1) 6261-002 24 inch(600mm)Air Sampling Inlet Tube .5(.2) - Front cover 1 T 6261-003 42 inch 0060mm)Air Sampling Inlet Tube 1.6(.8) Adapter Plate 6261-006 78 inch(1980mm)Air Sampling Inlet Tube 2.2(1) ;; — ease 6261-010 120 inch 13048mm)Air Sampling Inlet Tube 4.4(2) r SIGA-IPHS 4D Multisensor Detector Detector SIGA-PHS 13D Multisensor Detector .5 (.23) SIGA-PS Photoelectric Detector SIGA-SB Standard Base Locating Pin SIGA-RB Relay Base Smoke chamber SIGA-IB Isolator Base '2(.09) Neoprene gasket SIGA-LED Alarm LED Indicator Exhaust tube connector SIGA-DTS Duct Test Station .4(.18) Air sampling Exhaust tube tube connector 6263 SSG Duct Air Velocity Test Kit Air inlet sampling tube •' I Rubber stopper f� Airflow F EDWARDS SYSTEMS TECHNOLOGY It is our Intention to keep the product information current and accurate.We cannot 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 EST, 0 2003 EST Printed in U.S.A.(origin) Page 4 of 4 Literature Sheet #85001-0325 Issue 4 Not to be used for installation purposes. Security Intelligent Input/Output Overview Standard Features The SIGA-CT1 Single Input Module and SIGA-CT2/SIGA-MCT2 Dual Multiple applications Input Modules are intelligent analog addressable devices used to Including Alarm,Alarm with delayed latching(retard)for water- connect one or two Class B normally-open Alarm,Supervisory,or flow applications,Supervisory,and Monitor.The installer selects Monitor type dry contact Initiating Device Circuits(IDC). one of four"personality codes"to be downloaded to the module through the loop controller. The actual function e instathesll modules is determined by to thhe e SIGA-CT1 rated for high temperature environments code"selected ur the installer.This code is downloaded tothe module Suitable for attic installation and monitoring high temperature from the Signature loop controller during system configuration. heat detectors. The input modules gather analog information from the initiating plug-in 00)or standard 1-gang mount devices connected to them and convert it into digital signals.The UIO versions allow quick installation where multiple modules are module's on-board microprocessor analyzes the signal and decides required.The 1-gang mount version is ideal for remote locations whether or not to input an alarm. that require a single module. The SIGA-CT1 and SIGA-CT2 mount to standard North American • Automatic device mapping 1-gong electrical boxes,making them ideal for locations where only Signature modules transmit information to the loop controller one module is required.Separate I/O and data loop connections are regarding their circuit locations with respect to other Signature made to each module. devices on the wire loop. The SIGA-MCT2 is part of the UIO family of plug-in Signature Series • Electronic addressing modules.It functions identically to the SIGA-CT2,but takes advan- Programmable addresses are downloaded from the loop control- tage of the modular flexibility and easy installation that character- ler,a PC,or the SIGA-PRO Signature Program/Service Tool.There izes all UIO modules.Two-and six-module UIO motherboards are are no switches or dials to set. available.All wiring connections are made to terminal blocks on • Stand-alone operation the motherboard.UIO assemblies may be mounted in GE Security The module makes decisions and inputs an alarm from initiating enclosures. devices connected to it even if the loop controller's polling interro- gation stops.(Function availability dependent upon control panel.) • Ground fault detection by address Detects ground faults right down to the device level. Input Modules SIGA-CT1, SIGA-CT2 & SIGA-MCT2 • • _i SIGA-CT1/2 SIGA-MCT2 © �L� ME I AppLm4on Notes AmAnble Data Sheet 85001-0241 Issue 7 Not to be used for installation purposes.Page 1 of 4 Signature Series Overview °'°"°'j Oe" 632 The Signature Series intelligent analog-addressable system from Sell-tapping GE Security is an entire family of multi-sensor detectors and mount- SCe_"'e__ ing bases,multiple-function input and output modules,network _ t -- and non-network control panels,and user-friendly maintenance fl Plug-in(idol Captive and service tools.Analog information from equipment connected „ modwe =Crewe to Signature devices is gathered and converted into digital signals. An onboord microprocessor in each Signature device measures and - --- analyzes the signal and decides whether or not to input an alarm. ee Flatwechers The microprocessor in each Signature device provides four addi- tional benefits-Self-diagnostics and History Log,Automatic Device Cabinet or electrkal end°eure Mapping,Stand-alone Operation and Fast,Stable Communication. Self-diagnostics and History Log-Each Signature Series device Electronic Addressing-The loop controller electronically addresses constantly runs self-checks to provide important maintenance each module,saving valuable time during system commissioning. information.The results of the self-check are automatically updated Setting complicated switches or dials is not required.Each module and permanently stored in its non-volatile memory.This informo- has its own unique serial number stored in its on-board memory. tion is accessible for review any time at the control panel, PC,or The loop controller identifies each device on the loop and assigns a using the SIGH-PRO Signature Program/Service Tool. "soft"address to each serial number.If desired,the modules can be Automatic Device Mapping-The Signature Data Controller ISDC) addressed using the SIGA-PRO Signature Program/Service Tool. learns where each device's serial number address is installed rela- GE Security recommends that this module be installed according to tive to other devices on the circuit.The SDC keeps a map of all Sig- latest recognized edition of national and local fire alarm codes. 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 wiring(T-tops),device types and their address are stored on disk for Application printing hard copy. The duty performed by the SIGA-CTl and SIGA-CT2/MCT2 is de- termined by their sub-type code or"Personality Code".The code is Installation selected by the installer depending upon the desired application and is downloaded from the loop controller. SIGA-CTI and SIGA-CT2:modules mount to North American 21k inch(64 man)deep 1-gang boxes and 1112 inch(38 man)deep 4 inch One personality code can be assigned to the SIGA-CT1.Two person- square boxes with 1-gang covers and SIGA-MP mounting plates. ality codes can be assigned to the SIGA-CT2/MCT2. Codes 1,2,3 The terminals are suited for#12 to#18 AWG(2.5 mm2 to 0.75 mm2) and 4 can be mixed on SIGA-CT2/MCT2 modules only.For example, wire size. personality code 1 can be assigned to the first address(circuit A) Compatible electrical box and code 4 can be assigned to the second address(circuit B). NORMALLY-OPEN ALARM-LATCHING(Personality Code 1)-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 Wall plate.white Stations,Heat Detectors,etc.An ALARM signal is sent to the loop ('long) controller when the input contact is closed.The alarm condition is latched at the module. , a. 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 e controller when the input contact is closed for approximately 16 seconds.The alarm condition is latched at the module. NORMALLY-OPEN ACTIVE-NON-LATCHING(Personality Code 3)- '+� 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 Fans,Dampers,Doors,etc.An ACTIVE signal is sent to the loop SIGA-MCT2:mount the UIO motherboard inside a suitable GE Secu- controller when the input contact is closed.The active condition is rity enclosure with screws and washers provided.Plug the SIGA- not latched at the module. MCT2 into any available position on the motherboard and secure the module to the motherboard with the captive screws.Wiring NORMALLY-OPEN ACTIVE-LATCHING(Personality Code 4)-Assign connections are made to the terminals on the motherboard(see to one or both circuits. Configures either circuit A or B or both for wiring diagram). UIO motherboard terminals are suited for#12 to Class 8 normally open dry contact monitoring input such as from #18 AWG(2.5 mm2 to 0.75 mm2)wire size. 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 Typical Wiring Modules will accept#18 AWG(0.75mm'),#16(1.0mml),and#14AWG(1.50mm'). and#12 AWG(2.50mm')wire sizes. Note.Sizes#16 AWG(1.Omm2)and#18 AWG(0.75mmI)are preferred for ease of installation.See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Initiating(Slave)Device Circuit Wire Specifications __ Maximum Allowable Wire Resistance _ _ _ _ 50 ohms(25 ohms per wire)per Circuit _ Maximum Allowable Wire Capacitance _ _ 0.1pF per Circuit For Design Reference Wire Size Maximum Distance to EOIR #28 AWG 10.75 gri #16 AWG(1.00 agai _ 4,000 ft(1,219 all #14 AWG 11.50 nri #12 AWG I1.50 mm=I Typical N.O.Initiating Device Typical N.O.Inffloting Device 1, 1 INPUT 1 INPUT 4 Style B(Class B) 1 TB2 TB2 B ) UL/ULC❑stetl Style B(Glass B) • • • d7xa EOL ai Lee47M EOLtl QI �2 p4 e• E•S •rDATAOUT�+)) UL47M EOLtl Red LED Green LED Red LED Green LED (Alarm/Active) 0 (Normal) 4 3 2 l (Alarm/ActW d 3 2 l (Normal) TBl iBl DATA IN(+) DATA OUT(+)1 DATA IN(+)DATA IN(-) DATAOUT(-)J DATA IN(-) From Signature ConM1oller To Next Device Fram Signature Controller To Next Device or Previous Device Q or Previous Device 0 3 3 SIGH-CT! SIGA-CT2 NOTES uvei< ne } rj� I11 S� arwrw Ql Maximum 250hm resistance per wire. s #LJ�f�� Iro+rt iMel —/�\f--i fOl 2Q Maximum#12 AWG(2.5 mml)wire',Minimum#18 AWG 10.75 and At ail Refer to Signature controller installation sheet for wiring specifications. I T A Maximum 10 Udc@350 pA r�c.e S5 The SIGA-UI06R and the SIGA-UI02R do not come with TB14. Q Ulm ww 1pmeleo•a 6 All wiring is supervised and power-limited. oi+ 7 These modules will not support 2-wire smoke detectors. ®; z�vlN a a.wrw.rww.<r> mra r+ B: �"• Warnings & Cautions rioiwrnaq mis' This module will not operate without electrical power As fires fre- quently cause power interruption,we suggest you discuss further sofeguords with your local fire protection specialist. Compatibility SIGA-MCT2 The Signature Series modules are compatible only with GE Securi- ty's Signature Loop Controller. Data Sheet 85001-0241 Issue 7 Not to be used for installation purposes.Page 3 of 4 Security U.S. Specifications T 888-378-2329 F 866-503-3996 Catalog Number _SIGA-CTl _ SIGA-CT2 SIGA-MCT2 Canada Description Single Input Module Dual Input Module T 519 376 2430 Type Code 48(factory set)Four 49(factory set)Four sub-types(personality F 519 376 7258 sub-types codes)are available (personality Asia codes)are available T 852 2907 8108 Address Requirements Uses One Module Ad- Uses Two Module Addresses F 852 2142 5063 dress Australia Operating Current Stand" =250pA; Standby=396pA;Activated=680pA T+61 3 9239 1200 Activated=4000A F+61 3 9239 1299 Operating Voltage 15.2 to 19.95 Vdc(19 Vdc nominal) Europe Construction High Impact Engineering Polymer T 32 2 725 1120 --- -_. F 32 2 721 86 13 Mounting North American 2rk inch(64 mml deep one-gang U102 R/6R/6 Mother- boxes and 1V2 inch (38 mml deep 4 inch square board Latin America boxes with one-gang covers and SIGA-MP T 305 593 4301 mounting plates F 305 593 4300 Storage and Operating Operating Tempera- Environment ture:32°F to 158°F Operating Temperature:32°F to 120°F wv✓w9esecurity.com/est (0°C to 70°CI 10°C to 49°CI ©2009 General Electric Company Storage Temperature: Storage Temperature:-4°F to 140°F All(Rights Reserved -4°F to 140°F I 1-20°C to 60°C) (-20°C to 60°0; Humidity:0 to 93%PH Humidityy 0 to 93%PH Signature Series is a Trademark LED Operation On-board Green LED Flashes when polled;On-board Red LED-Flashes or GE security. when in olorm/active Both LEDs-Glow steady when in alarm(stand-alone) Compatibility Use with Signature Loop Controller -- —- Agency Listings UL,ULC MEA,CSFM Ordering Information Catalog Description Ship Wt. Number Ibs lkg) SIGA-CTl Single Input Module-UUULC Listed 0.410.15) SI( A-CT2 Dual Input Module-UL/ULC Listed 0.4(0.15) SIG4-MCT2 Dual Input Plug-in IUI0)Module -UL,ULC Listed 0.1 0.05 Related Equipment 27193-11 Surface Mount Box-Red,1-gang 1.0(0.61_ 27193-16 Surface Mount Box-White,1-gang 1.0(0.6) SIGA-U102R Universal Input-Output Module Board w/Riser Inputs 0.32(0.15) -Two Module Positions SIGA-U106R Universal Input-Output Module Board w/Riser Inputs 0.6210.28) -Six Module Positions SIGA-U106 Universal Input-Output Module Board -Six Module Positions 0.56(0.251 WC-A Multifunction Fire Cabinet-Red,supports Signature Module 7.0(3.11 Mounting Plates_ _ SIGA-MB4 Transponder Mounting Bracket(allows for mounting 0.4(0.15) two 1-gang modules in a 2-gang box) SIGA-MPl Signature Module Mounting Plate,1 footprint 1.5(0.701 SIGA-MP2 _Signature Module Mounting Plate,112 footprint 0.510.23) SIGA-MP2L Signature Module Mounting Plate,112 extended footprint 1.02(0.46) imagination at work Data Sheet 85001-0241 Issue 7 Not to be used for installation purposes.Page 4 of 4 Security Intelligent Input/Output Overview Standard Features The Control Relay Module and the Polarity Reversal Relay Module • Provides one no/nc contact)SIGA-CR/MCRI are part of the Signature Series system.They are intelligent analog Form"C"dry relay contact can be used to control external oppli- addressoble devices available in either plug-in(UIO)versions,or ances such as door closers,fans,dampers etc. standard 1-gang mount versions. . Allows group operation of sounder bases The SIGA-CR/MCR Control Relay Module provides a Form"C"dry The SIGA-CRR/MCRR reverses the polarity of its 24 Vdc output, relay contact to control external appliances such as door closers, thus activating all Sounder Bases on the data loop. fans,dampers etc.This device does not provide supervision of the • Plug-in(UIO)or standard 1-gang mount state of the relay contact.Instead,the on-board microprocessor UIO versions allow quick installation where multiple modules are ensures that the relay is in the proper ON/OFF state.Upon com- required.The 1-gang mount version is ideal for remote locations mond from the loop controller,the SIGA-CR/MCR relay activates the that require a single module. normally open or normally-closed contact. . Automatic device mapping The SIGA-CRR/MCRR Polarity Reversal Relay Module provides a Signature modules transmit information to the loop controller Form"C"dry relay contact to power and activate a series of SIGA- regarding their circuit locations with respect to other Signature A64G Audible Sounder Bases.Upon command from the Signature devices on the wire loop. loop controller,the SIGA-CRR reverses the polarity of its 24 Vdc . Electronic addressing output,thus activating all Sounder Bases on the data loop. Programmable addresses are downloaded from the loop con- Standard-mount versions(SIGA-CR and SIGA-CRR)are installed troller,a PC,or the SIGA-PRO Signature Program/Service Tool; to standard North American 1-gang electrical boxes,making them there are no switches or dials to set. ideal for locations where only one module is required.Separate 1/0 • Intelligent device with microprocessor and data loop connections are made to each module. All decisions are made at the module to allow lower communica- Plug-in UIO versions(SIGA-MCR and SIGA-MCRR)are part of the tion speed with substantially improved control panel response UIO family of plug-in Signature Series modules.They function time and less sensitivity to line noise and loop wiring properties; twisted or shielded wire is not required. identically to the standard mount versions,but take advantage of the modular flexibility and easy installation that characterizes all Ground fault detection by address UIO modules.Two-and six-module UIO motherboards ore available. Detects ground faults right down to the device level. All wiring connections are made to terminal blocks on the mother- board.U10 assemblies may be mounted in GE Security enclosures. Control Relay Modules SIGA-CR, SIGA-MCR, SIGA-CRR, �-- - Mea SIGA-MCRR �,,,, t � � SIGA-CR st, SIGaMCR Data Sheet 85001-0239 Issue 7.2 Not to be used for installation purposes.Page 1 of 6 Installation Application SIGA-CR and SIGA-CRR:modules mount to North American 2'k The operation of Signature Series control relays is determined by inch(64 mm)deep 1-gang boxes and 1'/2 inch(38 mm)deep 4 inch their sub-type code or"Personality Code" square boxes with 1-gang covers and SIGA-MP mounting plates. 2 Personality Code 8:CONTROL RELAY(SIGA-CR/MCR)-Dry Contact The terminals are suited for#12 to#18 AWG(2.5 mm to 0.75 mm ) Output.This setting configures the module to provide one Form"C wire size. DRY RELAY CONTACT to control Door Closers,Fans,Dampers,etc. Contact rating is 2.0 amp @ 24 Vdc;0.5 amp @ 120 Vac(or 220 Vac for non-UL applications).Personality Code 8 is assigned at the fac- Compatible electrical box tory. No user configuration is required. Personality Code 8:POLARITY REVERSAL RELAY MODULE(SIGA- CRR/MCRRI.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 Wall plate,white configuration is required. (1-gang) os ame Compatibility q The Signature Series modules are compatible only with GE Secun- ty's Signature Loop Controller. a ' Warnings & Cautions Q 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. SIGA-MCR and SIGA-MCRR:mount the U10 motherboard inside a suitable GE Security enclosure with screws and washers provided. Plug the module into any available position on the motherboard Testing & Maintenance and secure the module to the motherboard with the captive screws, Wiring connections are made to the terminals on the motherboard The module's automatic self-diagnosis identifies when it is defective (see wiring diagram).UIO motherboard terminals are suited for#12 and causes a trouble message.The user-friendly maintenance pro- to#18 AWG(2.5 mm'to 0.75 mm')wire size. gram shows the current state of each module and other pertinent messages.Single modules may be turned off(deactivated)tempo- wo Motherboard rarily,from the control panel.Availability of maintenance features is 1I 6-32 dependent on the fire alarm system used. Scheduled maintenance �® Aping itlaws (Regular or Selected)for proper system operation should be planned screw • 'r----------F -- -__ to meet the requirements of the Authority Having Jurisdiction(AHJ). - -- A--* Refer to current NFPA 72 and ULC CAN/ULC 536 standards. Plug-in(UIO) Cap`7 Module screws X6 Flat washe —Cabinet or electrical enclosure 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. Data Sheet 85001-0239 Issue 7.2 Not to be used for installation purposes.Page 2 of 6 Typical Wiring Modules will accept#18 AWG(0.75mm'),#16(1.0mm'),#14 AWG(1.50mm')and#12 AWG(2.5mm')wire sizes. Note:Sizes#16 AWG(1.0mm')and#18 AWG(0.75mm')are preferred for ease of installation.See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. Normally- Normally- Open Common Closed T82 8 7 6 Red LED C3 Green LED (Alarm/Active) (Normal) 4 3 2 1 T7"(T Notes 0Refer to Signature Loop Controller Installation Sheet DATA INDATA OUTfor wiring specifications. (+) (+) & NFPA 72 requires that the SIGA-CR/SIGA-MCR be DATA IN(-) DATA OUT(-) installed in the same room as the device it is control- From Signature ControllerTo Next Device ling.This requirement may not apply in all markets. or Previous Device Q Check with your local AHJ for details. ®The SIGA-UI06R and the SIGA-U102R do not come SIGA-CR Control Relay with TB14. The SIGA-U106 does not come with TB8 through TB13. Normally Open Common Normally Closed ® 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. Q1 2 3 4 Min.#18(0.75mm2). Data In} Q 2 ®2 3 3 2 2 1 1 T87 T814 } No connections required for Data Out MCR.Other modules may require connections. i m sf <"^ 4 3 2 Green LED(Normal) 1 Red LED(Active) •. TB15 •e 1234 1 No connections required for MCR.Other modules may require connections. SIGA-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(0.7Smm2),#16(1.0mm'),#14 AWG(1.50mm')and#12 AWG(2.50mm')wire sizes. Note:Sizes#16 AWG(1.0mm')and#18 AWG(0.75mm')are preferred for ease of installation.See Signature Loop Controller catalog sheet for detailed wiring requirement specifications. A84G AB4G AB4G Audible Base Audible Base Audible Base 6254A-003 EOL Relay Listed l oweVIDC } Q Nominal Power 1 . Supply _ 0 0 0 Q 1 •CR 00ptionalCR 0 •CTl SIGA-CRR , 0 0 0 0 Signature <} Controller o_ 33 /disconnecting sounder base SIGA-MCRR SIGA-CRR Schematic SIGA-MCRR Schematic ® o o hmcF Rnreiaut h 'A A. Power In Gower Our _ _ wnrnntlumea µaleri 'enea o U54A-003 4 ( bm actNeletl. i 2 I FOL Relay Audible O _ required for Raze, 1 = = rd,wion Z21 o$Vi Do 0 0 Ia0 Signature — R 7 Notes Gala Dow out + e e e arcmt QI Refer to the Signature controller installation sheet for — Forn«mat op«otian CT1 wiring. ® for General Fire Alarm Operation 0 One Pair of Wires 124 Vdc power). uvula u,md + s 24 Vec power 0 One Pair of Wires(Signature Octal. suppN AL or A Single Wire(24 Vdc powerl. 1 2 3 4 1t 1 2 3 4 ZL The SIGA-U106R and the SIGA-U102R do not come with MCRR T1214. 7 1 alOIRI seder motherboard ® The SIGA-U106 does not come with T88 through T613 arm out± e s 6 Supervised and power-limited s wre Q No tonne ons required for a"O s rR1A MCRR.Other modules may ,.to Os If the source is nonpower-limited,maintain a space of amurt require corrections 1/4 inch from power-limited wiring or use FPL,FPLP, *Rv g FPLR,or an equivalent in accordance with the National 4 Electrical Code. oom In °• °' Green LED lNormoll 9 Maximum 412 AWG(2.5 mm'I wire,Minimum 418 x Red LED IAc[rvel AWG(0.75 mm'I. Te's1 No connections required far 10 End-of-Line Relay must monitor and report power sup- Green LEDNormal), MCRR.Other modules may ply trouble to control panel. Red LED IActmel require connections. 11 Class 6 Data wiring may be"IT-tapped." optional MCRR or MCREn sabling/disconnecting No connections required for MCRR.Other di on audible hose, modules may require connections. Data Sheet 85001-0239 Issue 7.2 Not to be used for installation purposes.Page 4 of 6 Specifications Catalog Number SIGA-CR SIGA-MCR .SIGA-CRR SIGA-MCRR Description Control Relay Polarity Reversal Relay Type Code Personality Code 8(Factory Set) Personality Code 8(Factory Set) Address Requirements Uses 1 Module Address Operating Current Standby=100pA Activated=100pA Operating Voltage 15.2 to 19 9S Vdc(19 Vdc nominal) Relay Type and Rating Form"C 24 VDC=2 amps(pilot duty)120 Vac=0.5 amps 220 Voc(non-UL)=0.5 amps Mounting North American 2V2 inch Plugs into U102R,U106R or North American 2Vi inch Plugs into U102R,U106R or 164 mml deep 1-gong boxes U106 Motherboards 1164 mml deep 1-gang boxes U106 Motherboards and 11k inch 138 mm)deep and 1'h inch(38 mm)deep 4 inch square boxes with 4 inch square boxes with 1-gang covers and SIGA-MP I 1-gang covers and SIGA-MP mounting plates - mounting plates Construction&Finish High Impact Engineering Polymer Storage and Operating Operating Temperature:32°F to 120°F(0°C to 49'C1 Environment Storage Temperature:-4°F to 140°F(-20°C to 60°C)Humidity:0 to 93%RH LED Operation On-board Green LED-Flashes when polled On-board Red LED-Flashes when in alarm/active Compatibility Use With:Signature Loop Controller Agency Listings UL,ULC,CSFM,MEA Ordering Information Catalog Number Description Ship Weight-Ibs(kg) SIGH CR Control Relay Module(Standard Mount) 0.4(0.15) SIGA-MCR Control Relay Module(UIO Mount) 0.1810.08) SIGA-CRR Polarity Reversal Relay Module(Standard Mount) 0.4(0.15) SIGA-MCRR Polarity Reversal Relay Module(UIO Mount) 0.18(0.08) Related Equipment 27193-11 Surface Mount Box-Red,1-gang 1(0.6) 27193-16 Surface Mount Box-White,1-gang 1(0.6) SIGA-U102R Universal Input-Output Module Board w/Riser Inputs-Two Module Positions 0.32(0.15) SIGA-U106R Universal Input-Output Module Board w/Riser Inputs-Six Module Positions 0.62(0.28) SIGA-U106 Universal Input-Output Module Board-Six Module Positions 0.56(0.25) SIGA AB4G Audible(Sounder)Detector Base 0.3(0.151 Accessories MFC-A Multifunction Fire Cabinet-Red,supports Signature Module Mounting Plates 7.0(3.11 SIGA MB4 Transponder Mounting Bracket(allows for mounting two 1-gang modules in a 2-gang box) 0.410.1SI SIGA-MP1 Signature Module Mounting Plate,1 footprint 1.5(0.701 SIGA-MP2 Signature Module Mounting Plate,112 footprint 0.5(0.23) SIGA-MP2L Signature Module Mounting Plate,112 extended footprint 1.02(0.46) Data Sheet 85001-0239Issue 7.2 Not to be used for installation purposes.Page 5 of 6 Security t,5 Signature Series Overview T 888-378-2329 F 866-503-3996 The Signature Series intelligent analog-addressable system from GE Security is an entire family of multi-sensor detectors and mounting bases,multiple-function input and out- 519 376 T put modules,network and non-network control panels,and user-friendly maintenance T 19 F 519 376 7258 7zsa and service tools.Analog information from equipment connected to Signature devices is gathered and converted into digital signals.An onboard microprocessor in each Signature Asia device measures and analyzes the signal and decides whether or not to input on alarm.The T 852 2907 8108 F 852 2142 5063 microprocessor in each Signature device provides four additional benefits-Self-diagnostics and History Log,Automatic Device Mapping,Stand-alone Operation and Fast,Stable Com- Australia municatlon. T 61 3 9259 4700 F 613 9259 4799 Self-diagnostics and History Log-Each Signature Series device constantly runs self- Europe checks to provide important maintenance information.The results of the self-check are T 32 2 725 1120 automatically updated and permanently stored in its non-volatile memory.This information F 32 2 72186 13 is accessible for review any time at the control panel,PC,or using the SIGA-PRO Signature Latin America Program/Service Tool.The information stored in device memory includes: T 30S 593 4301 • Device serial number,address,and type F 305 593 4300 • Time and date of last alarm wwwgesecudty.comi • Most recent trouble code logged by the detector—32 possible trouble codes may be ®2006 General Electric Company used to diagnose faults. All Rights Reserved Automatic Device Mapping-The Signature Data Controller(SDC)learns where each device's serial number address is installed relative to other devices on the circuit.The SDC Signature series is a Trademark keeps a map of all Signature Series devices connected to it.The Signature Series Data Entry of GE security. 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 informa- tion showing branch wiring(T-taps),device types and 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. Device mapping allows the Signature Data Controller to discover: • Unexpected additional device addresses • Missing 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 are downloaded from the SDC during system configura- tion and are indicated during device mapping. Standalone Operation-A decentralized alarm decision by the device is guaranteed.On- board intelligence permits the device to operate in standalone(degrade)mode.If Signature loop controller CPU communications fail for more than four seconds,all devices on that circuit go into standalone mode.The circuit acts like a conventional alarm receiving circuit. Each Signature device on the circuit continues to collect and analyze information from its slave devices.When connected to a panel utilizing standalone operation,modules with their "personality"set as alarm devices(IDC)will alarm should their slave alarm-initiating device activate. imagination at work Data Sheet$5001-0239 Issue 7.2 Not to be used for installation purposes.Page 6 of 6 Security Accessories Overview Standard Features The MR-Series Multi-Voltage Control Relays offer SPDT or DPDT • Each relay position may be energized from one of four input 10 Amp contacts which may be operated by one of four input con- voltages trol voltages.A single relay may be energized from a voltage source . Each relay position contains a red LED which illuminates when of 24 Vdc,24 Vac,115 Vac or 230 Vac by wiring to appropriate input the coil is energized.This provides a timesaving convenience terminals. when checking an installed system;no metering is required. Each relay position contains a red light emitting diode(LED)which . Single,dual or triple relay modules may be"snapped apart"from indicates the relay coil is energized.Relays may be"snapped apart" a standard four-position master from a standard four-module assembly and used independently. • SPDT or DPDT relays available These devices are ideal for applications where local contacts are required for system status,remote contacts for control of electrical • Available in dustproof metal enclosures with LED viewing port loads and general purpose switching.They are suitable for use with . Track mounting hardware to facilitate installation in standard HVAC Temperature Control,Fire Alarm,Security,Energy Manage- cabinets ment,and Lighting Control Systems. • ILL recognized relays rated at 10 million mechanical operations • ULI listed as control unit accessory "RELAV ON" d LED LED i VIEWING HOLE SNAP APART" Multi c o l to g e SEAMS MR-101/C, MR-201/C RI i Control Relays MR-100 & MR-200 Series MR-104/T LED VIEWING HOLES MR-101/T MR-104/C,MR-204/C 0ota Sheet 270062 issue 1.1 Not to be used for installation purposes,Page 1 of 2 . k . Security U8. Installation Wiring T 888-378-2329 F 866-503-3996 (TYPICAL FOR ONE MODULE POSITION) SPOT Contacts DPDT Contacts Canada 10 AMPS @ ip AMP @ 115 V.A.C. T 519 376 2430 t 15 V.A.C. F 519 376 7258I� � Asis 29078308 .—lTI •0 C N� T T, F 85221425063 1 Australia I ENERGIZED"�� • ❑ T 613 9259 4700 1 • INDICATOR F 613 9259 4799 Europe 0 O T 32 2 725 1120 1O F 3227218613 1 1 1 Latin America 1 • o z� • Input 1 • o zl 4 "5 2W • T 305 593 4301 Input Contra) F 305 593 4300 Control ICI 'T� Voltage Voltage www.gesecurity cam 11 VDC — OV 24V 24 vac — OV 24V 24 VAC C C 31VAC —� *HPH 02006 General Electric Company nsvnc — N H nsvAC — All Rights Reserved zso vnc — H H zso vac TERMINAL STRIP CONNECTIONS TERMINAL STRIP CONNECTIONS MR-101(MR-104) MR-2011MR-2041 Specifications Power Requirements MR-101 Position 15 mA @ 24 Vac,24 Vdc,115 Voc,230 Vac MR-201 Position 38 mA @ 24 Vac,24 Vdc,115 Vac,230 Vac _ Relays _ MR-101 ILL Recognized SPOT MR-201 ILL Recognized SPOT Enclosure 18 ga.CRS,plated with 1/2 in conduit knockouts)top and bottom) Contact Rating 10 Amps @ 115 Vac _ ____. _ Ambient Temperature -58"F to 185°FI-50°C to 85°CI Approvals UL Listed control unit accessory Dimensions ___ _ _— MR-10_1/T and MR-201/T 3.0 H x 2.125 W x 1.5 D in 176 H x 54 W x 38 D mml MR-1 04/T and MR-204/7 3.OHxB.5Wx1.5Din 176Hx216 W x 38 D man) MR-101/C and MR-201/C 6.125 H x 3.25 W x 2.5 D in(156mm H x 83mm W x 64 D man) _ MR-104/C and MR-204/C 6.125 H x 9.5 W x 2.5 D in 1156 H x 241 W x 64 D mml Ordering Information Model Description MR7,01/T Single SPDT relay with LED and track mounting hardware MR-101/C Single SPDT relay with LED mounted in metal enclosure MR-104/T Four-position SPDT relay with LEDs and track mounting hardware MR-104/C Four-position SPDT relay 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 metal enclosure --_...---. — -- MR-204/T Four-position DPDT really with LEDs and track mounting hardware MR-204/C Four-position DPDT relay with LEDs mounted in metal enclosure imagination at work Data Sheet 270062 Issue 1.1 Not to be used for installation purposes.Page 2 of 2 Security Strobes, Horns, Bells & Chimes Overview Unique low-profile design - The most compact UL-1971/ULC-S526listed strobe available The Genesis line of fire alarm and mass notification/emergency - Ultra-slim-protrudes less than one inch communications(MNEC)signals are among the smallest,most - Attractive appearance compact audible-visible life safety signaling devices in the world. - No visible mounting screws About the size of a deck of playing cards,these devices are de- Four field-configurable options in one device signed to blend with any decor. - Select 15,30,75,or 110 cd strobe output Thanks to patented breakthrough technology,GE Security Genesis - Select high(default)or low dB horn output strobes do not require bulky specular reflectors and lenses.Instead, - Select temporal(default)or steady horn output an exclusive cavity design conditions light to produce a highly - Select public mode flash rate Idefaultl or private mode controlled distribution pattern.Significant development efforts em- temporal flash ploying this new technology have given rise to a new benchmark In Fixed 15/75 cd model available strobe performance-FuIlLight technology. FuIlLight strobe technology produces a smooth light distribution MNEC models available pattern without the spikes and voids characteristic of specular Easy to install reflectors.This ensures the entire coverage area receives consistent - Fits standard 1-gang electrical boxes -no trim plate needed illumination from the strobe flash.As a result,Genesis strobes with - Optional trim plate accommodates oversized openings FuIlLight technology go well beyond the UL-1971 and ULC-S526 - Pre-assembled with captive hardware light distribution requirements. - #12 AWG terminals-ideal for long runs or existing wiring Genesis strobes and horn-strobes offer 15 to 110 candela output, Unparalleled performance which Is selectable with a conveniently-locoted switch on the side - Industry's most even light distribution of the device. Models are also available that offer fixed 15/75 cd - Meets tough synchronizing standards for strobes output.The candela output setting remains clearly visible even - Single microprocessor controls both horn and strobe after final installation,yet it stays lacked in place to prevent unau- - Low current draw minimizes system overhead thorized tampering. - Independent horn control over a single pair of wires Highly regulated in-rush current Genesis MNEC appliances offer emergency signaling with clear or _ Multiple frequency tone Improves sound penetration amber lenses and with optional ALERT housing labels.They are ideal - industry's first temporal strobe output for applications that require differentiation between fire alarm and mass notification alerts. Standard Features Field Configurable Horns and Strobes CIE Genesis Series (mac. + a !M Pending MNEC appliances available ' *�"'� n with clear or amber lenses. A A _ -m. E @ E n ALERT n _.R s MIN Data Sheet 85001-0573 Issue 30 Not to be used for installation purposes.Page 1 of 6 Application Installation Genesis strobes are UL 1971-listed for use indoors as wall-mounted Genesis horns and strobes mount to any standard one-gang sur- public-mode notification appliances for the hearing impaired. face or flush electrical box.Matching optional trim plates are used Prevailing codes require strobes to be used where ambient noise to cover oversized openings and can accommodate one-gang, conditions exceed 105 dBA(87dBA in Canada),where occupants two-gang,four-inch square,or octagonal boxes,and European 100 use hearing protection,and in areas of public accommodation as mm square. defined In the Americans with Disabilities Act(see application notes All Genesis signals come pre-assembled -USA). with captive mounting screws for easy in- Combination horn-strobe signals must be installed in accordance stallation.Two tabs at the top of the signal with guidelines established for strobe devices.Consult with your unlock the cover to reveal the mounting Authority Having Jurisdiction for details. hardware.The shallow depth of Genesis devices leaves ample room behind the All Genesis strobes exceed UL synchronization requirements(within signal for extra wiring.Once installed with 10 milliseconds over a two-hour period)when used with a syn- the cover in place,no mounting screws are chronization source. Synchronization is important in order to avoid visible. epileptic sensitivity. NOTE:The flash intensity of some visible signals may not be adequate Field Configuration to alert or waken occupants in the protected area. Research indicates Genesis Horn/Strobe Temporal horn and horn-strobe models that the intensity of strobe needed to awaken 90%of sleeping persons is with optional trim plate are factory set to sound in a three-pulse approximately 100 ca.GE Security recommends that strobes in sleeping temporal pattern.Units may be config- rooms be rated at at least 110 cd. tired for use with coded systems by cutting a jumper on the circuit WARNING:These devices will not operate without electrical power.As fires board.This results in a steady output that can be turned on and off frequently cause power interruptions,further safeguards such as backup (coded)as the system applies and removes power to the signal cir- power supplies may be required. cuit.A Genesis Signal Master is required when horn-strobe models are configured for coded systems.Non-temporal,horn-only models sound a steady tone. Horns Genesis horn output reaches as high as 99 dB and features a unique Genesis clear strobes and horn-strobes are shipped from the fac- multiple frequency tone that results in excellent sound penetration tory ready for use as UL 1971 compliant signals for public mode and an unmistakable warning of danger Horns may be configured operation.These signals may be configured for temporal flash by for either coded or non-coded signal circuits.They can also be set for cutting a jumper on the circuit board.This battery-saving feature is low dB output with a jumper cut that reduces horn output by about 5 intended for private mode signaling only. de.Horn-only models may be ceiling-mounted or wall-mounted. Genesis clear strobes and horn-strobes may be set for 15,30,75, The suggested sound pressure level for each signaling zone used with or 110 candela output.The output setting is changed by simply alert or alarm signals is at least 15 dB above the average ombientsound opening the device and sliding the switch to the desired setting.The level,or 5 dB above the maximum sound level having a duration of at device does not have to be removed to change the output setting. least 60 seconds,whichever is greater,measured 5 feet(1.5 m)above the The setting remains visible through a small window on the side of floor.The average ambient sound level is,A-weighted sound pressure the device after the cover is closed. measured over a 24-hour period. Horns and horn-strobes are factory set for high dB output. Doubling the distance from the signal to the ear will theoretically result Low dB output may be selected by cutting ajumper on the circuit in a 6 dB reduction of the received sound pressure level.The actual ef- board.This reduces the output by about 5 dB. fect depends on the acoustic properties of materials in the space. A 3 dBA difference represents a barely noticeable change in volume. MNEC Applications Wiring Genesis MNEC appliances bring the some high-performance fire Field wiring terminals accommodate#18 to#12 AWG(0.75 mm2 to alarm features and unobtrusive design to mass notification ap- 2.5 mm')wiring.Horns,strobes,and combination horn-strobes are plications,Available with amber lenses and optional ALERT housing interconnected with a single pair of wires as shown below. labels,they are Ideal for applications that require differentiation between fire alarm and mass notification alerts. Q + I Q+ To next device Polarity shown in or end of line .Is"condition H H tlevice ONota:Strobes must have continuous voltage. Data Sheet 85001-0573 Issue 10 Not to be used for installation purposes.Page 2 of 6 Current Draw Strobes,Horn-Strobes Horns Multi-cd Wall Strobes(Gl-VM) Wall or Ceiling Mounted UL 15 cd* 30 cd* 15/75 cd** 75 cd* 110 cd* Temporal Horns(GI-HD) Rating RMS RMS RMS RMS RMS UL HigMSB Low d8 _-._ _ _ Rating (RMSI IRMSI 16 Vdc 103 141 152 255 311 16 Vfwr 125 179 224 346 392 16 Vdc 26 19 *G 1-VM multi-cd;**G1F-V1575 fixed 15/75 cd 24 Vdc _ 36 27 33 Vdc 41 33 Typical 15 ad 30 cd 15/75 75 ad 110 cd 16 Vfwr 51 37 Current RMS RMS RMS RMS RMS 24 Vfwr 69 52 ---- - — -- _-- — - -_..— 33 Vfwr 76 70 16 Vdc ,_ 85 127 150 245 285 _ 20 Vdc '� 71 .� 98 123 188 240 24 Vdc_ 59 82 104 _ 152 191 T24 l High dB Low dB 33 Vdc 46 64 84 112 137 t RMS RMS 16 Vfwr 119 169 223 332 376 22 17 ----- _---- 24 1920 Vfwr 103 143 189 253 331— -- — -- -- 27 2224 Vfwr 94 129 169218 26233 Vfwr j 87 112 148 179 205 32 26� r 34 1 30Wall Temporal Horn-strobes- High d8 Setting r 40 3415 30 15/75 75 110 r 45 38*Gl-HDVM multi-cdUL r 52 47cd* _cd* cd** cd* cd* **G1F-HDV1575 fixed 15/75 cd ___ .— Rating _RMS RMS _RMS RMS__RM_S_ Wall or Ceiling Mounted Horns(Gl-PI 16 Vdc 129 167 172 281 337 Max.Current, Vfwr 176 1 230 269 391 I 443.. UL Designation Voltage Range RMS 16 Vf _ - _-- Regulated 24 Vdc 16-33 Vdc 13 mA ----- -- ---- ----- - ---- Typical 15 cd ao /75 75 cd 110 cd 24 fwr 16-33 Vfwr 11 mA Current RM5 jF RMS RMS 16 Vdc 102 309 Typical Crrent RMS 24824 Vdc 10 24 Vdc 81 203 24 Vdc33 Vdc 74 184 31 Vdc 12 16 Vfwr 144 20 Vfwr 920 Vfwr 141 162, 2274 362 24 Vfwr 10 24 VFwr 136 152 203 235 282 Notes and Comments 33 Vfwr 125 1 144 196 1 201 232 1. Current values are shown in mA. 2. UL Nameplate Rating can vary from Typical Current due to Wall Temporal Horn-strobes-Low dB Setting measurement methods and instruments used. 15 30 15/75 - 110 3. GE Security recommends using the Typical Current for system UL cd* cd* cd** cd* cd* design including NAC and Power Supply loading. Rating RMS RMS RMS RMS RMS 4. Use the Vdc RMS current ratings for filtered power supplyand _ --... battery AH calculations.Use the Vfwr RMS current ratings for 16 Vdc 122 160 146 274 330 *Gl-HDVM multi-cd unfiltered power supply calculations. 16 Vfwr 162 216 231 383 429 **G1F-HDV1575 fixed l5/75 cd 5. Fuses,circuit breakers and other overcurrent protection devices ore typically rated for current in RMS values.Most of these Typical 15 cd 30 cd 15/75 75 cd 110 cd devices operate based upon the heating affect of the current -_ _ - Flowing through the device.The RMS current(not the mean cur- Curren� _ RMS RMS RMS RMS RMS rent)determines the heating affect and therefore,the trip and _... 16 Vdc 96 130 158 243 302 hold threshold for those devices. _20 Vdc __ 79._ _ 104 133 189 241 -._- 24 Vdc 68 88 119 156 197 33 Vdc 56 _71 _ 100 118 146 16 Vfwr 128 180 241 344 389 20 Vfwr 118 157 213 266 343 24 Vfwr j 113 _ 144 195 230 279 33 Vfwr j 112 137 182 L 197 226 Data Sheet 8 5 001-05 73 Issue 10 Not to be used for installation purposes.Page 3 of 6 dBA output Average Sound Output (dBA) Temporal Horns,Horn-strobes(Gl-HD,Gl-HDVM series) _ (High dB setting,anechoic,24V,measured at loft) High dB UL464 —'—Average Peak Temporal/ Temporal/ Setting Temporal Steady Steady Steady 16 Vdc 814 _ 85.5 914 94.2 ]s 24 Vdc 84.4 t 88.6 94.5 97 6 - . � —_ 33 Vdc_. L 86.3 90.4 969 995 \ ' Low d8 Te UL464 Average Peak \\�� Setting Temporal Steady Temporal/ Temporal/ ..� ]s Steady Steady ,]. ,. 16 Vdc 76.0 �— 80.1 86 3 89 2 24 Vdc 79.4 83.5 89.8 92.5 - - - - --- -- - - Light output - (effective cd) 33 Vdc ' 82.1 86.5 r 92 5 95.3 g p Percent of UL rating versus angle Steady Tone Horns(Gl-P series) UL464 Average Peak ^ ^ 16 Vdc 77 dBA,min 8S dBA 91 dBA_ 16 Vfwr 77 dBA,min 85 dBA 91 dBA Notes rr 15 1. All values shown are dBA measured at 10 feet(3.01ml. 2. UL464 values measured in reverberant room. °P 3. Average and Peak values are measured in anechoic chamber Specifications Housing Red or white textured UV stabilized,color impregnated engineered plastic.Exceeds 94V-0 UL flammability rating. Lens Optical grode polycarbonate(clear) Strobes and horn-strobes are for wall mount installation only.Horn-only models may be ceiling-or wall-mounted. Mounting Flush mount:211,inch(64 man)deep one-gang box (indoor only) Surface mount:Model 27193 surface mount box,wiremold box,or equivalent surface-mount box With optional trim plate:One-gang,two-gang,four-inch square,octagonal,or European single-gang box Wire connections Screw terminals:single input for both horn and strobe.#18 to#12 AWG(0.75 mmz to 2.5 Pahl wire size Operating environment Indoor only:32-120°F(0-49°C)ambient temperature.93%relative humidity Agency listings/approvals UL 1971,UL 1638.UL 464,ULC S525,ULC S526,CSFM,CE,FCC,MEA. (All models comply with ADA Code of Federal Regulation Chapter 28 Part 36 Final Rule.] Dimensions(HxWxD) Signal:4-1/2"x 2-3/4"x 13/16"(113 mm x 68 mm x 21 man) Trimplate: 5"(127 man),Height-5-7/8"(149 mm):Depth-]/z"M mm) G1-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) Operating voltage Gl-HDVM series temporal-tone horn-strobes.non-coded,filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR (or coded(audible NAC only)when used with optional G11A Genesis Signal Master) Gl-VM series strobes:non-coded,filtered 16-33 Vdc or unfiltered 16-33 Vdc FWR Gl-P series steady-tone horns:coded or non-coded,filtered 20-31 Vdc or unfiltered 20-27 Vfwr UL 1971,UL 1638,ULC S526:selectable 15 cd,30 cd,75 cd,or 110 cd output Strobe output rating UL 1971:15 cd(fixed 15/75 cd modelsl UL 1638,ULCS526.75 ad(fixed 15/7S cd models) _ G1-VM strobes and Gl-HDVM series temporal-tone horn-strobes:one flash per second synchronized with optional G1M Strobe flash rate Genesis Signal Master indefinitely within 10 milliseconds lot self-synchronized within 200 milliseconds over thirty minutes on a common circuit without G1M Genesis Signal Master)Temporal setting(private mode only):synchronized to temporal output of horns on some circuit _ SIGA CC15 SIGA-MCC1S,SIGA-CC2A,SIGA-MCC2A,G1M-RM Synchronization Sources BPS6A,BPS10A,APS6A,APS10A,i064,iO500,Fireshield Plus 3,S and 10 zone. Add G1M for Gl-CVM&Gl-HDVM devices only. GI-HD temporal-tone horns and Gl-HDVM series temporal-tone horn-strobes:temporal rate synchronized with optional Horn pulse rate G1M Genesis Signal Master indefinitely within 10 milliseconds(or self-synchronized within 200 milliseconds over thirty minutes on a common circuit without.GlM.Genesis Signal Master)Gl-P steady-tone horns:continuous,steady tone only Temporal audible pattern 1h sec ON,rk sec OFF,1/2 sec ON Vz sec OFF,1h sec ON,164 sec OFF,then repeat cycle Data Sheet 85001-0573 Issue 10 Not to be used for installation purposes.Page 4 of 6 N Fire appliances available with white or red housings. MNEC appliances available with clear or amber lenses. A 9pL- • '+ FIRE E E ' ALERTi T T, ALERT. e Ordering `- information Model g 9- l_ --._.Housing Markin Lens Strobe IHorn Ship Wt.Ibs Ikgl 1 __ � . J� Fire Alarm Appliances Ic/w running man icon screen printed on housing) _ Gl-VM White None r Clear Selectable 15.30,75,or 110 cd Strobe only US 10.111 G1F-HD r White FIRE Clear Horn Selectable high/low,dB 0 25 (0,11)-._._. G1F-HDV1575 White FIRE Clear 15/75 cd' Temporal hi/lo dB-24V 0.2510.111 G1F-HDVM White None Clear Selectable 15,30,75,or 110 cd Selectable high/low dB 0.25 (0.11)_- G1F-P ', White FIRE Clear Steady Horn loot compatible with Genesis Signal Master) 0.2510.111 - G1F-V1575 _ - .I White FIRE Clear 15/75 cd' Strobe only 0.25 10.11 G1F-VM White FIRE Clear Selectable 15,30,75,or 110 cd Strobe only 0.25 Gl-HD We None Clear Horn only Selectable high/low dB 0.25 0.11 hit Gl-HDVM White None Clear Selectable 15,30,75,or 110 cd Selectable high/low dB - 0.25 10.111 „ _ -- -- -dl -- G1 P White Nane Clear Steody.Horn loot compatible with Genesis Signal Master) _ 0251011. - G1RF-HD L Red- FIRE Clear i Horn only Selectable high/low dB 0.25 10.111 G1RF-HDV1575 Red FIRE Clear 15/75 cd' Temporal hi/lo d844V _.__ _ 0 26_0.11 - G1RF-HVM D Red None Clear , Selectable 15 30,75,or 110 cd Selectable high/low d8 0.25 (0.11) G1RF P Red FIRE Clear Steady Horn(not compatible with Genesis Signal Master) 0.25 (0.11) -- - ied --- -- - r 0.2510.11) G1RF V1575 _Red FIRE Clear 15/75 cd Strobe only_ - _ GIRF VM - 1 Red FIRE Clear Selectable 15,30.75,or 110 cd Strobe only 0.25 (0.11) G -HD Red None Clear Horn only Selectable high/low dB 0.2510.111 G1R-H6VM Red None Clear Selectoble 15,30,75,or 110 cd Selectable high/low dB 0.25 (0.11) G1R P Red None Clear Steady Horn(not compatible with Genesis Signal Mosterl 025 (0,11)_ -ne _-_.- G1R VM Red None Clear Selectable 15 30 75,or 110 cd Strobe only 0 25 10.111 MNEC Appliances no running man icon on housing) _ G1WA-HDVMA White ALERT Amber Selectable A,B.C or D Selectable high/low d8 0.25 (0.11) - G1WA HDVMC White ALERT Clear Selectable 15 30.75,or 110 cd Selectable high/low d8 0.25 (0.11) I__. __._--_- 0.2510.11) G 1WA-VMA White ALERT Amber Selectable A,B,C or D Strobe only G1WA-VMC White ALERT Clear Selectable 15,30,75,or 110 cd Strobe only 0.25 10.111 _--_-_.__------- -.._. --- G1WN-HDVMC White None Clear Selectable 15,30,75,or 110 cd Selectable high low dB 0.25 (0.11) - - G1WN_VMA 11 White None Amber Selectable A,B.CorD Strobe only 0.25 0.11 G1WN-VMC White 1 None 1 Clear )Selectable 15 30,75,or 110 cd Strobe only 02510.11 Lens Kits G1LK A N/A N/A _Am ber Gl Field replaceable lens kit,amber GILK B N/A N/A Ble Gl Field replaceable lens kit,blue G1LK-G N/A N/A Green Gl Field replaceable lens kit green G1LK-R N/A N/A Red I Gl Field replaceable lens kit,red Trim Plates G1T White None Genesis Trim Plate(for two gang or 4'square boxes) 0,15(0.7) GIRT Red None Genesis Trim Plate(for two gang or 4"square boxes) 0.15(0.7) GiT-FIRE White FIRE Genesis Trim Plate(for two-gang or 4"square boxes) 0.15(0.71 GIRTFIRE i Red FIRE Genesis Trim Plate(for two-gang or 4"square boxes) 0.15(0.7) GIWT ALERT -White ALERT Genesis Trim Plate(for two-gong or 4'square boxes) 015(0.71 Surface Boxes 27193-16 White N/A One-gang surface mount box 110.4) - 27193 11 Red N/A One-gang surface mount box 110.4) 'These 15/75 cd models provide fixed output and ore not multi-candela 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 Security U.S. T 888-378-2329 F 866-503-3996 Canada T 519 376 2430 F 519 376 7258 Asia T 852 2907 8108 F 852 2142 5063 Australia T 613 9239 1200 F.613 9239 1299 Europe T 32 2 725 1120 F 32 2 72186 13 Latin America T 305 593 4301 F 305 593 4300 w vvgesecurity.comlesl ©2009 General Electric Company All Rights Reserved. Genesis Series is a trademark of GE Security. imagination at work Data Sheet 85001-0573 Issue 10 Not to 6e used for installation purposes.Page 6 of 6 REFLECTED GE L NC SCHEDULE SUSPENDED, SEMI-INDIRECT A FLUORESCENT LIGHT FIXTURE. PENDANT MOUNTED. NO. iIP-2T8-DG12-IDB-SI-RP BY NEO-RAY PETITE NUAGE 302-D.N. NALL MOUNTED B DIRECT/INDIRECT LUMINAIRE. NO. 3O2DIN-2T5-0-I EB-51-RP BY NEO-RAY PENTA FLEX TM, PERIMETER DIRECT G NALL NASH. ® NO. S-7GPF/278/-/IEB-SI BY NEO-RAY STRAIGHT AND NARROW, SURFACE D MOUNTED FLOURESCENT LIGHT FIXTURE. o NO. 23DSDL/27b/E70I-17-)B-DU/S9O BY NEO-RAY E KAPP CEILING-MOUNTED LUMINAIRE CRYSTAL CLEAR BY STUDIO ITALIA DESIGN (PP. Ila) F NAVE 14''H x 8"N 7NALL-MOUNTED LUMINAIRE FROSTED NHITE GLASS BY STUDIO ITALIA DESIGN (PP. 266) 4" DONNLIGHT G NO. HD4/4201-LI O BY NEO-RAY H 4" MEDIUM BEAM DONNLIGHT Q NO. HD4-4501-1-1, NITH NALL NASH REFLECTORS BY NEO-RAY J (FENESTRA) RECESSED FLOURESGENT LUMINAIRES, DIRECT/INDIRECT. EO NO. 5224R-2T8-ETG-IEBSI BY NEO-RAY INDUSTRIAL OPEN PAN FLOURESCENT I LIGHT FIXTURE ® NO. IA-232-12OV-E5BI BY COOPER LIGHTING m EXTERIOR BOLLARD LUMINAIRE WEDGE K BOLLARD v NO. c182-AP-GF1-2-120-BK-5K-36 BY SHAPER LIGHTING POST TOP LUMINAIRE (2) FIXTURE m CONFIGURATION V L NO. G82-PT-2-GFL/2-I2OV-BK-BK- 8'-4" BY SHAPER LIGHTI 5 LUMIERE, NON-ADJUSTABLE UP LIGHT, t/ BOLA 612, 5OPAR2O 12OV, I3K, T v BY COOPER LIGHTING ZUMA I2O3, INCANDESCENT LON VOLTAGE, STEP LIGHT, MOUNT 12" ABOVE FINSHED DECK BY COOPER LIGHTING NYHAVN NALL MOUNTED DONN LIGHT, COPPER FINISH V NO. NYN-1/18N/GN6X240-2-120-GOP. (MOUNTED AS SHOWN ON ELEVATIONS) bm to014 PCut RECESSED DONNLIGHTS, M700 METAL / HALIDE, T3O5-T0NMH (120-2T7) NITH V M 1'173 FRISNEL GLASS LENS, M70OT-73O5/736S (7ON MH) PROVIDE QUARTZ RESTRIKE BY HALO Truss To SS PunBal Snow: 22 PSF PunBal Snow: 22 PSF TOP CHORD LIVE (40 PSF Construction) ( 14 PSF Snow) TOP CHORD DEAD:-1 5 PSF _-- —_ %71 - o #105D5 - 423 HD14 (2)HO%-ZF PAF m Ed,D'St=vz' BOTTOM CHORD DEAD: 10 PSF BOTTOM CHORD LIVE:-0 PSF WIND AND SNOW 1. - B, DS Wind : -.(23 3H HD14 Snow: — Hllti%-ZF PAF i = - _-M(2)Edge Dist-„z V: 120 mph Pg : 20 PSF exp: C Is: 1 . 1 Iw: 1 . 15 Cit. 1 . 0 Spacing : 2' o.c. �GAB01 ` I Gables are dropped for 6" outlookers. �V 8 ADi 12 A -- oD1-1 i fl t/44 24'2114" - -. _..__ — Bottom of truss 10' 4" AL - FIELD ussdesAner,,: notthe reaponsihilitvor the irussfng too or, truss designer,or pkte manufacturer. persons ercrtinq trassea arc cautioned to Beek Pon id. J advice regarding temporary OF and erectbn bracing which is ahvays inquired to prevent topWinq and dominoinq during erec[bnt end permanent bracing whk mal _- --- _ be squired in specdk appPlrcatmns. Trusses shall be erected OR - V and fastened in a straght and plumb posRion. YYhero no direct ' r e - -' - top chord sheathing b aVyplkd,teases must be breced at his HIS �� on center maximum. Yyhero no direct bottom chord sheathing is LL �+ applkd,trasses must be braced a[(xaled dwq)on center maximr SST �EG7 S TM Trasses must 6e handkd wkh extreme care dur n�ercrtbn to D Vrcvent damage or rsonal lnlury. Refer[o crass engineering for connectlon and bncinq rcquiramente. Thex cakuktionsatel arc •OU• wpplled in order far the ENGINEER OF RECORD to adequately ^!`i t provide for mnnectbn and integratbn of the roof asxmbl�to h"P METAL FRAMING L L C the supporting structure. Deaignen of support n�ronnect ana arc SOLELY rosponsibk for the integrhy o their product. AUTHORIZED FA6RICATOR Trussesremainourpropertyuntllpaidfor infull. Truss layouts and engineering may not be sproduced in part or in full under -- - -- -_ - any circumstances. - TOIPlN OF i0U iNpLD - -24-6-4 - - - - - -9-4 T01 1 -0-0 --_- T01 N N -0-0 - T01 -0-0 c -- TO1 T01 -0-0 I' T01 -0-0 - T01 -0-0 N d .� N 0 1. � - y - -- - N >,j >; > T01 -0-0 O N - _ - - T01 -0-0 -- '` T01 -0-0 -- TO 1 - -0-0 T01 -0-0 -- — T01 -0-0 GABO1 ,1— _ -1 ] -1 -- - -- 8-0-4 O It It O O N (0 It O O O ' .- N N r" GC has verified all dimensions. - - T02 T01 8.00112 1 8.0012 fD l0 u1 N M �I 60 Bottom of truss - 24's va^ - - 10 8-3-0 -- _. - -- 8_2_3 -- - -- 8-1-2 - —.�_-- Bottom Of truss 10, - _ --- SHOP DRAWING APPROVAL STEELE TRUSS COMPANY, INC. THIS LAYOUT IS THE SOLE SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR 118 Trade Rd. Plattsburgh, NY 12901 OTHER TRUSS LAYOUTS.REVIEW AND APPROVAL OF THIS -_ -- " LAYOUT MUST BE RECEIVED BEFORE ANY TRUSSES WILL JOB: CUSTOMER BE BUILT. VERIFY ALL CONDITIONS TO INSURE AGAINST Santorini Garage CHANGES THAT WILL RESULT IN EXTRA CHARGES TO YOU. — ' — m Brawn 5T01 Approved ----— a SCALE 3/16 : - toJ DW L ' 1 — -- — I� SLl, 'I. Olin OF :?,L,OfD Page 1 of 1 t ThyssenKrupp Elevator Americas Home Canada News Annual Report Confect Careers search Thy asenKrupp Elsyator Ad Architect Direct Pro Products Services Modernization ITS Sustainabillty Architect Direct Pro Traffic Analysis DlrectSpec&Drawings AM+hittiot Product MASTERSPECO Escalator Specifications AIA Continuing Ed View All Models Fleetwood 21 Conventional Speed 80 100 125 ISO 175 200 Clear Overhead 12'-0" 12'-0" 12'-3" 12'-3" 12'-3" 12'-3" Max Rise 60.-0.. 60'-0" 60'-0" 6V-0.. 60'-0" 60'-D" Min Pit Depth 4'-D" 4'-0" 4'-0" 4'-D" 4'-0" 4'-D" Front Front I Rear Door Type Single Speed(RHILH) Standard Car Height 7'-11" 7'-11" Clear Inside Width 5'-8" 5'-8" Clear Inside Depth 4'-3" 4'-3112" Door Width 3'-0" T-0" Standard Door Height T-0" T-0" Hoistway Width T-IV, T-IV, 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 At 7.1 safety code,clear overhead 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 Gear overhead dimensions. For multiple elevators,add 4"for a divider beam between hoistways. MTKE Spec&Drawings A b X y Architect Direct I Products I Services I Modernization I ITS http://www.thyssenkruppelevator.com/HTML/ProductDirn.asp?id=29&ej acktype=Convent... 5/28/2010 Y � C NOM1ORAULIC ELEVATOR CONTRACT DATA N m IL O O Oo m m v m Opp 3p� e ,l I ii • ` E. �....m....,.•�.,•�� g: 1 r im FI - HOIST WAY PLAN A•w�•..a SECTION VIEW ThyssenKmpp Elevator mmsve �x•vu u.ncwxxmam.en �Ow.rc"i•c SHAPER" U; MATERIAL INSTALLATIONS. ' Post 3 5/8'Diameter Pale mounted on as ,!>` seamless pure copper EPDM pad with}hreer. n +aS tube attached to a sand 3/4'-10 UNC-2A X1 6,S„ cast bronze base covered J-bolts on a 61/2'dial S by a spun copper alloy bolt circle.Three a' cover. feeds In base(by Fixtam:One Wiring connection s ve•e 10'H x 24'W sand hand hole in as,1�6 cast and spun natural lug at hand hole) s9a�a a-a copper alloy housing with Supplledwithmoup - aclearfrostedglass pad,bolts,mountin5' a" Iense.Aluminum hardware andtemph- 906—PT SERIES components are used aasp with a painted finish LAMP/SOCKET x. The 906 Post Top luminaire features an - Two(2)26W(GX24g4. indirect bowl with a saft'glowing' BALLAST. base).32W(GX24q. direct component and a sophisticated soap One low temperature base)or 42W16)(2 curved upper shade.The relationship (OIF,-18°C)AC electronic base)9pinlripI06 of the geometry between the curved CFL multi-wetkmul0-volt lemp"r two(21 7, up per shade and the indirect bowl 120/277V 1347V.-Canada) 17metsl halide11' creates a directfndirecb glare free ballast Two 12L70W two M25WAI9` symmetrical distributionwlth compact electronic:metal halide i,mcamI esc,ant.IBM] ballasts CFL and MH fluorescent,incandescent or - sockaf+meadooaf halide lamp technology. electronic ballastfs) plastic.MHend'l mounted inp1!s4y , -sockatffred,WA Sem le Number.806-PT GFU2-277.V-GRM.GM-10-6 fok4KV.Lampal; tiyothars Finish' Height �-r Series Lamp Voltage Post FinisW 90 -CFU2 ' IMV .CAIslendardL CA(standard), 8'-6" FINISH ANP fi-PT= DirecVlndirect (26/32/42W-Triple) 277V BK,SM,CC,DP, BK.BM,CC,DP, 9-0" Seepage 102Odbe Luminaire INCIV75- 347V' GM,GRM,GY; GM,GRNLGY, Illdetailsend options MH/7770. SM,WH SM,VG,WH 11'-6 12'6" 13'-0. a r Nwrs 14-6" ` L.: I Aaml.blawiNon 2 room., an, TIC pol,mas powtl.r cost pain,n Wnominalthickness for animator protmeot aristocracy am mar. MATERIAL - BALLAST 'c Q1 Post 35/8"Diameterseamless pure One(1)low temp, IV110-1 1DIAT !126 1--1 r coDDertube attached toesand cast 10°F,-18 ClAC ' Ito• ova• bronze base covered by aspun CFL multi wet, copper alloy coven I i20I277V(3,1l Fixture:Available with one or ballast One 111; two(2110 Irl H x I V W formed dlectronft metal. natural copper alloy housing with one 01,100W mwe,�'. either a refractive glasslense(MH, -coneandcojh{ av+troaa a•<•t INC)or a frosted acrylic lense(CFL)• 277V potted Optional temperedoleeclepse for HPFinaliffa' fin;Qut-qj t4al;tr�IN-61%?rpNaht] an?J�H alecti 'Alymi,ll, gpmpm,;y< ;ACn.nap�r slopfded-i , 982-PT SERIES whhaPemtedfeiah inititure- tf la nfixwre - LAMP/SOCKET The 982 Post Top luminaire features an ` Two 12126W(GX24q-S,bass),32W INSTALLATIQ architectural wedge in a one or me �,�a p (G)(24q-3 base)ar42YV1GX24q-4 Pole mounted 04 f fixture configuration. 963-PT 9e2-PTSIDE DUAL HEAD ARs,, base)4-pin triple tobe CFLlemp or EPDM pad wlfh.Vi' one(1)70W or 1DOW Eb'U matal 3/4"-10 UNC-?A••31!', halide lamp or We(21•'75W A-19 J-bobs on a6lfrA incandescent lamps.CH-socket circle.Three coo, ' ? injection molded plastic;MKand feeds in base lby,' INC socket fired ceramic rated for Wiring connects 4KV Lamps furnished by others, hand hale in po'+ luq at hand hole Sample Number..982-PT-I-CF172-27711-GRM-GM-14-4 Supplied with e�iR Post Mounting i pad,bobs,ma. Series Fixture Nun,ber Lamp Voltage FinisW Finistv Height e - hardwareandtarp 982-PT=Architectural 1=1 Fixture CFU2 120V ' CA(standard). CAbatandard), ` B'-4" BN FINISH AND Wedge Lumihaire 2=2 Fixtures (26/32/42W-Triple) 277V1 BK,BM,CC, BK SM,CC,DP, 9.4" PH See page 1020fon INC/2/75 347T DP,GM,GRM, GM,GRM,GY, 90-4" (UP details and options_. MH/1T70 Gy,SM.WH SM,VG,WH 11'-0" TGL MWl/100 Nma,. 17-0" 1 CFL.W MH only. 14!4" 2 a Complaint., omplain onhm. T9lC po rpovMer[aatp.im,25 mil nominal Nicknwsfin suebr proumion apainXOtla mil wen. ; a Available wN IMmapnni[MH"It. y }.` III COOPER LIGHTING r7 HALO® DIMENSIONS 1 I E 9-1/8, 1231mml 14-1/4' 1362mm1 1/2'113mm1 R3 I L 7'hJamml 16• µ06mml M700 DESCRIPTION A low brightness 7'aperture without tools for normal and wide with nickel plated screw shell recessed downlight for use with beam distributions. (shipped with ballast). 1 7" Aperture Metal Halide Or HPS lamps.Alzaks Plaster Frame Ballast S Specular reflector or black Coilex Magnetic Ballast Precision die stamped steel Quick mount plug-in magnetic Metal Halide Baffle minimizes aperture frame.Bar Hanger brackets on ballast with dual tap.Ballast HPS brightness and provides a 45° four sides.Trim supports adjust secures to mounting frame with HID Housing visual cutoff to lamp(depending to accommodate ceiling materials spring lock.Order separately. Magnetic Ballast upon socket position).Socket cap up toil 1/2'thick. HPS IIIL adjusts for high or low settings, 611S=35W HPS(120V) providing normal or wide Bar Hangers 620S=50W HPS(120/277V) distribution(cutoff varies with Two piece bar hangers 630S=70W HPS(120/277V) _ RECESSED DOWNLIGMTING socket position).Suitable for accommodate joist spacing up to 638S=70W HPS(120/347V) downli htin where a smooth 24".Bar hangers can be 1 • Non-IC Housing g g repositioned 90'to simplify 640S=100W HPS(120/277V) pattern of light is desired—public clearance for wiring. 648S=10OW HPS(120/347V) • Metal Halide or HPS areas,lobbies,stores and Metal Halide Ballasts reception areas.Visually,this Conduit Fittings 720S=50W MH 020V/277) • May be used in insulated luminaire provides a uniform Die-cast screw tight connectors. 730S=70W MH(120V/277) beam with a smooth edge. 738S=70W MH(120V/347) ceilings but insulation ,function Box MUST be kept 3'from all Reflector U.L.listed for four in,four out#12 740S=10OW MH(120V/277) sides of fixture Specular clear or gold Alzake at 75°C pull through branch 748S=100W MH(120V/347) reflector,.040 spun aluminum. wiring.Positioned on ballast Labels Baffle is seamless black Baffle. mounting bracket to allow UL/cUL listed for damp location straight•conduit runs.Knockouts UL/cUL listed for Feed Through Trim Ring for eight 1/2'and one 3/4" High impact polymer with satin conduits.Access to junction box white finish. by removing reflector. Socket Cap Socket _ Heat dissipating die-cast.080 Medium base porcelain socket aluminum.Adjusts and locks i 1700 Specular Reflector •Full open reflector OD: 8-1 f • 1210mm] I M70O M700T-fills 35W HPS(120V onl ) \� + M70OT-620S 50W HPS i—Op—) _._ate M70OT-630S 70W HPS M70OT-638S 70W HPS 170OG 1700P M70OT-640S 100W HPS White Trim with Gold Specular White Trim with Clear Specular M70OT-648S 10OW HPS Reflector Reflector 1705 Specular Reflector with y, Tempered Glass Shield OD' Full reflector with tempered glass shield 8-1/4' - >i for use with metal halide lamps [210mm1 _ •Lamps: 44 M70OT-7205 50W MI Do M70OT-7305 7385 70W MH 1705G 1705P M70OT-74OS/748S t00W MH White Trim with Gold Specular White Trim with Clear Specular Reflector and Tempered Glass Reflector and Tempered Glass Shield Shield a COOPER LIGHTING -- -Wa IOUs id4 poulsm wall Weblink Project page Hilton SaMestin Bexh Golf Resat 6 spa.Pensacola,Honda,USA,Ntl4tect:Doughnty 155 292,358,382 B<huuez Architects.nedbod EngBaes:Gauls,Bagwell b vales consulting Engineers. Photo:Image Photography or Deslin Design Alfred Homann 8 Ole V Kjsf - concept Nyhavn Wall creates general illumination,mainly directed downward by theconical shade.The rings ensure that stray light is controlled,and direct a small amount of light onto the top side of the shade for self-illu- mination. 125' Finish <� Copper,brushed.Natural painted aluminum,powder coated.White,wet painted. Material Shades:Spun aluminum or spun copper.Enclosure:Clear glass or partly frosted glass.Top:Spun aluminum or spun copper.Mounting plate:Die cast aluminum.Mounting box cover:Spun aluminum or spun copper.Arm: copper plated,red brass of steel. — � Mounting 12.2" Surface:Mounted directly to finished surface over a recessed 4"octagonal junction box. Weight Max.11 lbs. Label CUL,Wet location.IBEW. Product code Light source Voltage Finish NYW 1/18W/CF Gx24q-2 120-277V COP - 1/100W/A-19/CL medium 120V NAT PAINT ALU WHT 5pedkation notes: Into notes: 5 a,CF variants provided with one 120-277V integral electronic ballast. I.The comparable Ell version has the fallowing clamficatiun:Ingress Protection Code:IP44. a b.CF variants provided with partly frosted glass enclosure, To c.Incandescent variants provided with clear glass enclosure. c d.incandescent variants only available in 120V. d eMIMI Maw 1. a ■� � ® ® ® � LUMIERE® I 1101mm1 L3-3/d' J rysmml earn' SAMPLE NUMBER:612-50PAR20-120-131[ .I114mml Halogen Painted BOCA 612 612 Drive-overrated, 35PAR20' 35W/PAR20/medium 120 BR Black T Thermally rated for use outdoors 50W lmaat non-adjustable uptight SUPARZO 50W/PAR20/medium BZ Bronze in wood decking(35W max.) PAR20 Halogen temono,monw.d CS City silver Line Voltage •Foron.;m rood°° VE Verde WT White FEATURES •Non-adjustable uptight Metal •Stainless steel recessed housing NBA Brass •Aluminum,brass or bronze trim ring NBZ Bronze •Stainless steel hardware •Drive-aver rated to 50D01 •UL/cUL listed •Three(3)year warranty �e-va• .00 �1159mm1� T-0mi6' n, ml &Ire• to-,a IT87/8' 1-14NnM Hubs COMuh Emry Datall-sbndum SAMPLE NUMBER:634-SUPAR20-120-NBR 71 Halogen - Metal 631 Drive-overrated, 50PAR20 50W/PAR20/medium 120 NBR Brass T Thermally rated for non-adjustable uptight iss ronnnoded outdoors in wood decking TP Temper-resistant hardware - uL/cuc namu •Three 13)year warranty d&1/d' F_1169mm7� 1 r 17P1 mI 1 1225mml Wild Hubs caneuh Ems,Dutsll-rtund.M SAMPLE NUMBER:635-75PAR30.120-11BR eoo.ax Halogen Metal BOCA 635 635 Drive-overrated 50PAR30' 50W/PAR30/medium 120 NBR Brass T Thermally rated for use 75W(max) non-adjustable uptight 75PAR30 75W/PAR30/medium outdoors in wood PAR30 Halogen t.monmtnnod.n decking(SOW maxi Line Voltage •rorosg a,mr000aa TP Tamper-resistant hardware FEATURES •Non-adjustable uptight •Stainless steel recessed housing •Die-cast brass trim ring&collar •Stainless steel hardware •Drive-over rated to 5000N •ULI cUL listed •Three(3)year warranty hM see a""'°nee'.exwn for tmv.. COOPER LIGHTING I LUMIERES m-1m 199mm1 ILI 1-aa'SAMPLE NUMBER:1203-INC13-12-OK laamm( ZUMA 1203 Incandescent Painted 13W(max) 1203 Aluminumlrotates360'/ INC13 13W/T5/wedge 12 BK Black TS Incandescent surface mount INr.mannana.rm..remmred.mOa.d.J BZ Bronze Law Voltage(12V) Lamp included CS City silver VE Verde FEATURES ADA-COMPLIANT VR White •Cast aluminum'eyelid'rotates 360' •Surface-mounted machined alum.base •Stainless steel hardware •ADA compliant •ILL/cUL listed •Three(3)year warranty m7 - WmO amu Mn Mny 1 0a Ilaalm 'calm Y-1m Ieamm7 -III L6amm1 p3mm1 SAMPLE NUMBER.1204-INC78-12-BK termmml - Incandescent Painradr 1204 Aluminum INC18 18W/S8/D.C.bayonet 12 BK Black recess mount Izvrammevanemmi.rraymr.e naivcbmen BZ Bronze tereolnclden CS City silver VE Verde ADA-COMPLIANT Wf White i sinl• IIR201 130mm) W W ft"h4n Oemnl U necalm a-1/ifi•1110mml11o3mm1 SAMPLE NUMBER:1206-50Mfl16-12-BK ZUMA 1206 Halogen Painted 50Wlogen 1206 Aluminum/ �50M!116 50W/MR16/GU5.3 12 BK Black MR1OW(m x) rotates 360°/ ¢vr reoreo-,n,ronm.remwmd noexcladed BZ Bronze Low Vohage(12VI recess mount vudindecwded CS City silver VE Verde FEATURES ADA-COMPLIANT WT White •Die-cast aluminum'eyelid'rotates 360° •Recess-mounted machined alum.base •Stainless steel hardware •ADA compliant •UL/cUL listed •Three(3)year warranty Noiaa.>acce,eor�u,.em.mrmwvmn...cable a li-and.era. COOPER LIGHTING I SHAPER" MATERIAL LAMP/SOCKET Pest and Fixture:Optional One(1)13W Quad(G24q- "-0 natural copper or 114-pin CFL lamp,or one a• aluminum sleevecollar and incandescent sand cas[collar end incandescent lamp.CFL support arms are natural socket'Injection molded bronze with a frosted plastic.INC socket fired CURVED SHADE 0.Cs) glass jar.Optional ceramic rated for 4KV. perforated copper Lampsfurnished by CURVED SHADE(Cal brightness baffle. others. WITH DECORATIVE SLEEVE IDS) Curved Shade Options: 10, Spun.32"natural bronze FINISH AND OPTIONS 911 T-�--� large curved shade(LCS) See page 1020 for finish SERIES ro ire• 31� 5'H x 12'dia.,or spun.32* details and options. natural bronze curved The ed lessen Bollard features a shade(CS)23/4'H x 10' frostedass f ere in two size HIPPED HOOD SHADE IHHS) Its. shade noun s offered options p sizes Hipped Hood Shade The ft'glo ing' edeophons provides Options:Formed.32' compacwing'effe nt,priff incand natural bronze hipped lampechnolrescentorincandescent - hood share(HHSI lamptachnology, 31/7 H x 10'Sq.(G24q-11. Aluminum components Semple Num6er,911 LCS-0FU1/13-J20WSM DP-26: - are used,With a paint Post rViountiog finish 911 CS=Curved Shiiw0 „ .: ,dCFU1/13 20V NBZ NBZ 26' BBL L`BALLAST - GordenLuinlnaire HHS=HI Hipped Hoodifinde INC/V100 One low temperature PP (standard), (smndaNh DS 120V 120"F,-6°C)integral LC =LargeEurved Shade" BK BM,CC, BKBM,CC, AC HPF magnetic CFL OP,GM, DP,GM,. ballast GRM,GY, GPM,GY, SM,WH SM,VG, INSTALLATION. Will Mounts to:aW III.pipe (supplied by others). - I Naomi arms an cm, At, spa WrtgS.mammnal Micimm ox anporm pmaecwn aeemr bet er vmc Ballast mounted in bottom of fixture. a• `MATERIAL INSTALLATION a• Post 4'Square Aluminum APand-U posts are - T Post(AP)with an "mounted an base plate „ N aluminum base plate. withfaur3/9'xb'. U Post(U):9'W x 11/2'D J-balsa.ThreeconduiT aluminum post with an fas through the center + aluminum base plate. ofthe base.Supplied Wood PostIW1: with base plate,bolts, ALUMINUM POST(AP) ALUMINUM POST(AP) ALUMINUM POST IAP) 5 l/T W x 3117 D Select mounting hardware and tight-knotted cedar direct template,W post is direct e• burial wood post burial and is supplied Fixture:One ltl ar two l2) with waterproof J-Box } T H 7'H x OW TD formed which is mounted atthe =�^3 ... so, natural bronze housing rear of the - • 982-SEFUES - - - wiMehhe glas1eirs woodgost ear � refractive glass tense The 992 Bollard features an i^re'. (INC]or handed acrylic LAMP/SOCKET architectural lease(CR).Option at clear One III or twe(2)26'W don fixture canfiguraon The fix[ure(s) r x in te• tempered loose to quab 4q-3 base), provide a direct glare free U'Pos1w) uPosTlu) - WY2achieve full cut-off 32GVtnple(G)(24q-3 - symmetrical distributionwith either - [Sustainable Design]./ base)o(coneh)42W- compact fluorescent otincandescent .WOOD POST IWI WOOD POST PM Aluminum components 'triple IG%24q-4 base) lamp technology are used withapainted 4-pin CFLlamp(s),or one finish. III75W A-19 incandescent lamp.CFL Semple norber.992-U,-t O,�t(Je ]V�SP4TR_36 BALLAST socket injection mottled One low temperature plastic.INC socket fired' L- Series stv!e Post Number Lamp Voltage Finish' WE-19°CI AC electronic'. ceramic rated far 4101, 962 '" AP`=A7umtflgmTost.- 1't a1 - CR multi-voh 120(D'/V .`Lamps furnished by a n FIN7%f16I8 3TA('Tflpl@} ,:. W ^.Nd{: Ne 434711 Comoda)ballast. others. ' Architectural U=Post 2 fi 'Cptj2f�61r37jd2W=Triple) 27`M BKWf(ifendaidhv Wedge Ballard W=Wood Past INCII/75, -347VI BM,CC,DP,GM;. FINISH AND OPTIONS GRM,GY SM - See page 1020 for finish details and options. "m NBz�siandardl,� ' 3G BN ITA egm booed paler NIV-0n.1611Yreamerd..1fte madahmev-Nrovm.pp..ronp. BK,BM,CC,DP GM, pH lAvailablewbCHLd!y: g Nawrale na H, yn.mpahv,au,.n.Isma5 nt damnalMdnessfor.epedm GRM,GY,-SM,VG,WH TGL prmenion agaMaH d 4.Npte.eilsbler Wood Port IW). COOPER LIGHTING it MP MATOT EQUIPMENT IS MANUFACTURED TO THE LATEST 4 IRE APPRO 0 INSTAi l A710N NOTES GENEf�A�NOTES EDITION OF ANSI 17./ CODE. IT IS THE BEFORE APPROVING RESPONSIBILITY OF THE PURCHASER TO CONFIRM I TOTAL RNL LENCEH W-,q, . STACK FW.E a. Powv feed with VAO 44i mct awikN mvPl be Wov9ht to THIS LAYOUT NOTE COMPLIANCE WITH ANY LOCAL STATE OR CRY CODES. END UP. R.-B. SECTION AT�. 11--� I --- hnmsdlola NcinHy W ow wnironm. 2) RAIL BRACKETS AT EACH FLOOR, AND AT I E THAT THE FOLLOW- b. HaiNNaV Tree of 0 pip.and obaWalkai. C. Al brocMt fntoninp keefk v1d steal req u of Ire eDDDOR TOTAL:. I CAP LNG MUST BE PRO-TOTAL AY BRACKETS. of 2 MO FOE o bmceete, to be lwalehed by Others. 3) HOISTWAY DOOR WALLS MUST NOT BE VIDEO BUT ARE HOT d. eafts 0pr6 poap lower vnR M e to kriped W 9 /arc hatch woM rc veckd. ERECTED UNTIL DOORS ARE SET IN PLACE. fTnI INCLUDED IN DUMB- a. AN buckoNe w-Y reclaim 2 mch deep poclots far ') THIS DIMENSION PROMDES, 1/2" that" SOAR. WATER fANTMCT: CLEARANCE AC AT DOOR LOCK FROM GA M'0 TO R TRACT( ANTI 1 1/8' FROM GATE FACE ro REAR ODOR PANEL 4) SOLID STOPS LOCATED AT 18'-2 1/4" CAR Ni0 VDgR OF MACWN.3 195 185. � RNLS WEFAFT Cr CAR ba 770 tBi. REACTIONS '- ' A 1170 M SVWK.M SHAFT FUNNO 8 TWO IBS.(SEATIO,AT SHIFT ROOA C SO M. TETIAL mot.AT WNL MAWXO I ONIONY:TVIO 2 1O a SAME w OF N01STW'AY MACHINE PLAN SIOPS r TWO 2 txARB 7801E FuNm txY I SCALED: NONE MSC.: PRENRE pXKMX IN •.1 C qL] NOTE _ .y..__W RIEV RETpVABIE 1-E8:00. m I ACCESS DOOR 2{ x 2{ CFA FINISH, NO, SR0. MS y� ye I RELOCATION OF THE CONTROLLER YAR FiM15Xr N0. f MAY REWIRE THE CONTROLLER ` O TO BE WIRED BR THE FIELD O o. - 3/{i•7 x 19 t-NOD. a. O B w LTj 1 CONTROLLER BY MATOT TO STALL BR[ANOM STINI 4200 165. FAOI fABtE or F- p 16'W X 20' H X 6 3/4' D, I 1 MOUNTED ON WALL AT TOP FLOOR, iD sTAMNEss STEEL of Q w n n 1 6'-0' FROM FLOOR TO TOP OF BOX i.N M-IARIINO ] Mj OO O I 1 — — DISCONNECT SWTICH BY \^ I"BE00. R < m © ELECTRICAL CONRRACTOR 1 f1Ni3R:N0. 4 O O O O ST tAMl6S STEEL C M-PAIt11N9 DOORS O2-NEW, Flow:N0. 4 .. 033 1/2' CLEAR HOISIWAY REO'D UPPER LEVEL - �p ARC SEES C011NTF11 s O 24 1/2" BETWEEN GUIDE FAILSry� AtY[SY S P„PA$S etc a clEAx u/L a w0. 6• 021 1/2-CLEAR RISlOE EAR 6' (�� OUT p DOM Foomb N0, A Q R N0131WAY eI ME RAA- FOWP. Q CAR SM BROKEN CABLE TIDAL£ M. lT WITT R NO WrrEIN NE Ws: sPPoNG WICHIRi [PEWWIRE DUCT DESIGN ORUY OYERNGD pIUM fO5]V REDUCER 91510i SR1 WITH LIMIT SWITCHES N.F.3 VOLTS 205 ] M.3 C2 EO AY05.Qa I O A 1CAR. T B Vflu110N; IstmOLE AVfpM11C CALL AND KIND I STARNN: 71 RWWWO: p CCRO RL NOTE SPEED„ N _ V NCRE 6 AM CHIME AONALB RAND WM OPEN WZ2[R p I .i CNAGEY: s00 185. FPII.SO 1MYG:11•_8• ME MC: ELEC. MODEL 0In SPRING _ „ O BUFFER UGFfT H n � ARCNIECT:smommum 1PAWDK:CdIFA NV Q b 6O O m - o OFMRAL CONmAOTOR: O ( w 0"N't"T WIM: NOBLE ELEVATOR,RONKONKOMA RF 11779 FACE OF CAM O p[YN10119 OM p C o: FACE OF CAR : PENSE µID RCSV6MR IN, 2AL I I t MR-CHT)TO RUNE .IEN i S 1 BACK OF DOOR JNA C 7 —INSTALLATION HOM. F PEVSSE µ0 REWlBIR I JFN N xU' I O rill SEE DETAIL 801954 OO REH1E MID RESUBMIT 11PIPI.RN r I 3 I I FOR PROPER SETTING QF RLMSE µD REYVBWT 9/0 4EN NOTE: 1 MINIMUM WALL THICKNESS OF DOM AND CAR I REQUIRED FOR U.l (ABET \ ODOR INTERLOCKS DOOR IS 3 1/2' _ O A AND CONTACTS MATOT. hVC. LOW R 21 1/2' CLEAR DOOR OPENING PUSHBVTTON STATIONS SPEORULNO ees IN SINCE f AFL O 2 3/B' AT EACH LEVEL MOUNTED AT EACH FLOOR MARKED: WWWARERS, BOOKUFT .RECORD CANVVI9 0.W. DOORS i UP/DDWN ARROWS, IN-USE LIGHT. 2501 Vµ 611RCH.KU.WDW. IWHOIS W104 VIEW A—A ELEVATION $p Q COMPOSITE FI OOR Pt AN CAR HERE LIGHT AND CHIME PHME:ARG ME(70e)517-lees SCALED: NONE O p Y SCALED: NONE EMERGENCY RELEASE PRELIM. PMHTOS 0) 10F1NN DRAWN By JAL CHECKED OD❑ l09 Ns. SNEE1 OFIWIN Ne. 128183 1 x 1 1 OB-128183 MATOT EQUIPMENT IS MANUFACTURED TO THE TEST 4 IMPORTANT: EDITION OF ANSI 17.1 CODE. IT IS THE INSTALLATION NOTES GENERAL NOTES RESPONSIBILITY OF THE PURCHASER TO CONFIRM THIS L APPROVING RI, COMPLIANCE WRH ANY LOCAL STATE OR CITY CODES. i) TOTAL fie•LENGTH $TMEGTIp�j AT �KE THIS LAYOUT NOTE o �.wledHo. on�xc '�Nflcb maxi W Woughl to END UP. BOTT 2) RAIL BRACKETS AT EACH FLOOR, AND AT E THAT THE FOLLOW- b. ItDA y kee of d9 pipes and obstructions. te•_D•. ICAR ING MUST BE PRO- c. AN b.W f ztv; r:9 invr4 all l.el r.qule far evppon TOTAL a BRACKETS. gulls r and bM"..to bt 'ur to tKl by oN.. 3) HOISTWAY DOOR WALLS MUST NOT BE VIDEO BUT ARE HOT d. 1$of-wpp�tt000r uMb to bs i slalod baton hatch ERECTED UNTIL DOORS ARE SET IN PLACE. mINCLUDED IN DUMB- e. All Wckowo U rlpuin 2 inch deep pockets for •) THIS DIMENSION PRONDES, 1/2- trvcYJng RYia. CLEARANCE AT DOOR LOCK KEEPER AND WAITER CONTRACT: GATE TRACK AND 1 1/0- FROM GATE FACE I TO REAR DOOR PANEL. 4) SOLID STOPS LOCATED AT !R'-2 3/4• CAR AND WTIGli W MACRON w 195 m. RAILS wmrt a w w 770 tDs. p REA TOR) n-r A 1170 M. ,Al'YUiT C 3X4 B 6g0 IBS.MANIC,AT SHUT nWIQ C 00 M. i[WL Molt.AWALL I ORN1105:1N0 UCGRT)IUME SIDE OF HOISTWAY i I MACHINE PLAN St Ws: TWO z UXAmO AB0.L SGON tEVtt 3 I SCALED: NONE MIX., PrmTTIrN PACNIGE N nC q YY� ami wurAac f-REaD. __ �,__ ____ w srwrusz STEEL z $ K I I RELOCATION OF THE CONTROLLER ACCESS ODOR 24 x 24' WR. DiRSW:ID.4 gg I 1 MAY REQUIRE THE CONTROLLER o n A 1 I TO BE WIRED IN THE FIELD p N. z 1 _ 3 14 x T a I9 t-ROOD. C❑ n o Q W b I I CONTROLLER BY MATOT in Sla BRFANINO DRENCM 42W OHS. EApf CABLE r O g I I TB• W X 20• H X B 3/4 D, O o I I ! MOUNTED ON WALL AT TOP FLOOR 1D STAINLESS STEEL •' w n p I 1 V-O• FROM FLOOR TO TOP OF BOX a] � IDI M I I M-PARRND Z e CAN n DISCONNECT SWITCH By m © ELECTRICAL COMPACTOR 1i[W. © ,R O O o O IWSII:W. O 1 © T�/i STARRBS STEEL C i PxmK DOORS Q x-KoO. IfNISN:I40, a (D33 1/2•CLEAR HOISIWAY REORD UPPER LEVEL_ sus cbtRIRR s OO 24 1/2• DETWEEN WIDE PALS ActESE a AfAfl Y/L B wa S• 21 1/2• CLEAR WVOE CAR b• i !��D ARC D M I9IIEIb Na A�� /ly�V\` P.- PASS��/ RXiiWAY a TEE OWL / C RE ��(7� [OUR. I W: CAN sAEFTY: BROKEN CABLE DetGE M.SAEEIY: 1100E „t INXT013: SPIEND i MACHNE DWY OVERHEAD RUE ^�11k DRUY t0.f2V RE DUCLR 93SNOT Nk1 H.P.3 VDUs 20E a fN.3 CYL BD ATM. a H o A ICM,m _ B OPFLUtgN: sWdL AJR)JATC C.N1 AND SEND STANRNO: TI a: I I n \� RUNNW@. 9 Si (p I n n CatRROI 11gtE SRW V I < y: y V3C E U W V , qgZ- n I_ _ N[Rl MtlIT AM OWYE 1 x A - --I •„4 WANND SNNI15 WM OPON WEEER 1 •� ; •rp CI MM:So,I8S F.PN.3D 1MYFA if'-B• U CAR \ MC W1C: DEC. MODEL I1W ^ © SPftwG UGH( <p :x 04ORCO sounio 11 TRI4Nw0 COMER CUICJIcctI NT OBUFFER :� :� ,g N n Awa4IECT: u cOIf1RACT With, NOBLE BLVATOR,RCKKON(OEIA, Mt 11779 - FIDE OF CAM lf"ISIONSOO OM 1 LACE OF CAR f RfllsE AND RL941BMR 00tN. q Ron-GN'D TO RARIE f 4E4 N g B'W3FNCA.LAnoH NO DOOR NE s NLYISC AND Nammuir t 4LW I EE DETAIL 801954 © REVISE AND INMUSMR E/IyI1 4M t NOTE: ♦ FOR PROPER SETTING Oa RVASE AND RUiLDWT WANI 4OI MINIMUM WALL THICKNESSOF DOOR' AND CAR REWIRED FOR U. lAHE1NDOOR 5 3 1 2 ANDR IN TE ys 1LS / ' AAND CONTACTS MA2Y1T, lNC. ID 21 1/2' CLEAR DOOR OPENINGUSHDURON STATIONS BPECMU IN0 IN SINCE Iw OW�R �F oAT EACH LEVELOUNTED AT EACH FLOOR MARKED: OUMIWMEM,BOOKLEM RECORD wRimS. O.W. DOME P/DOWN ARROWS. IN-USE LIGHT. Toot VAN WREN,9ELLWDOo.ADMDIS 401G4 VIEW A-A ELEVATION j COMPOSITE FI OOR PLANAR HERE LIGHT AND CHIME HIgiE:ARG CODE ryoa S4T-IM SCALED: NONE QoSCALED: NONE MERGENCY RELEASE PRELIM. PwM09 O) tgrTNA OMWN BY a.L CH[QtEO ®Q 408 No. sH[fl DRAWiND Na, 128183 1 a 1 06-128183 MATOT EWIPMENT IS MANUFACTURED TO THE LATEST (D INSTALLATION NOTES IMPORTANT:BEFORE APPROVING FN RA NOTES EDRION OF ANSI f 7.1 CODE. IT IS THE RESPONSIBILItt OF THE PURCHASER TO CONFIRM 1) TOTAL RAIL LENGTH 1fl=9_. STACK MALE a. Power fzad wM SAO diacennwt :Witch mv.t bP Wovght to COMPLIANCE WITH ANY f.00PL STATE OR CITY CODES. THIS LAYOUT NOTE ENO UP.$'� SECTION AT BQT$Q�1. -- immed'mte Nrinity of our conlydler. i THAT THE FOLLOW- b. HoiDU es,cy it" or oll pip and ot,Amdiom. 2) RAIL BRACKETS Al' EACH FLOOR, MO AT fCAR d. Al b "t f ot..00 inz.Hz and Dtowl r.quirwd far op",i R,_D•. I ING MU51 BE PRO- of goMw F m bmah4b. to be I.,W hW by olh.. 10TAL BRACKETS. d. SNf-eupportnq tower unK4 to be mwtoBW bofont hatch 3) HOISTWAY DOOR WALLS MUST NOT BE VIDEO BUT ARE NOT woftM . e " ERECTED UNTIL DOORS ARE SET IN PLACE. I INCLUDED IN DUMB- w' u 4vEMng eJ4. to ""o 2 inch deep pocMU for ') THIS DIMENSION PROVIDES, 1/2- CIFMWCE AT DOOR LOCK KEEPER MD WAITER CONTRACT: CITE TRACK AND 1 1/W FROM GATE FACE TO REAR DOOR PANEL 4) SOLID STOPS LOCATED AT 18'-2 3/A" LPR AND rmwT OI NALrnBc w.a 1R5 te5. + RAILS WaCIT Or CAR ba TTO t85. Mi03S p REACTIONS B A 1170 fHS STA11C.AT 3W7 HOOT -2:4 B 690 M.MAX,AT SHAFT 1UJOR C C 90 lffi.RATURAL, MA,(,AT WALL I owNIM43 gm 2 ILGVED IAUC SINE OF N06E1YAY MACHINE PLAN Ifim. : TWD(2) AGE At ABO.S fEDOR IEYCE SCALED: NONE MSGv ALLWIRf PACKAGE w S R1rlf REMOVABLE f-RE00. NOTE -- ACCESS DaDR 24 x 24 ry,R 5TAF0.fs3 STE[L HS 1 ( M RELOCATION OF TILE CONTROLLER YAiL TR191t M0. 4 W Ia n 1 I MAY REWARD THE E FIELD TO BE WIRED IN THE FIELD 3/16.7 z t9 f-RCOD. Y Yo Q i Il€j CONTROLLER BY MATOT is yn BRFANw9 SIRENGM 42M 185. EACH CABLE is" WK20" HK63/4" D, I o O I I MOUNTED ON WALL AT YOP ROOK, �n STMNIESS STEEL '0 1 V-O" FROM FLOOR TO TOP OF BOX I CM IN-PAR1wG ]< n a © O O 1 I OISCMHEC CONTRACTOR WITCHYI- OD ELE© n o FNMSM:NO. 4 STNRLSS STEEL C N-PARDNO � 000115 2�COD RNNH:NO. 4 (D33 1/2'CLEAR HOMMY REWO UPPER LEVEL nss Co1ROER 9 0 24 1/2" BEIIVEEN WIDE RMLS AM1Y5 S e MIAN WL W Wd 6' 21 1/2"CLEAR IWSIOE CAR 6• OUT WM 11NHth NO, 4 RE.D AIL? NoDWAY 6f FEE RAY /1rT P' PA9SS��/c [IUII sMcn: )roKEN OaE DlY S �1, G"A'1.SMELT: NONE INWenlm SPSING P ,., m r aaw OVDaKAD 011UM 103]V PEgICER 935MCT SRt 0 A � WITHMR.J VOLTS 206 a PH.] CYt.fA AYPS. a ICAR\ B 'R 1 nn..,Ab OMMPON: SINGLE Atjl TO(Xt AND SEND STw11M6: 71 aoSG. 'y wYwwV. 9 i � i > Wo � � � n OD4IROL NGtE Sr[Eo uu 1E N[11E tIG1i AND CYRME Ras SIGN/tS ODOR oPDI INExfA ; m ONAGRY:Ro 5O0 trn. FpJf.SO 1MYEL•i1'-6' , `� TINT mc: E2EC. 1f00[L P Coo O BUFFERG to LKFR '� AWM[Cf: SMROtB it T;tAwm CDRF21 (YDCIgCU KY Oa aPi n n ARM9IECT: GDIFW CONNAOTOk O !4 OOKIPACT WI11t NOSE D.LYATOH.RONKORK014% KY 112M FACE OF CAM 6O REMMONS GAME 0 o 1 FACE OF CAR : REVISE AND RESUBMRESUBMIT NUNN]AL q g 1 kYR-CHb M PANE 1 JDi 1 JAW - INSTALIt BACK OF LATION NOTE- a f1[NSE wD RpIBNT 1 J[N SEE DETAA 80195.4 O REYISE wD REs1eMR [nl am w U { NOS: 3 Y FOR PROPER SETTING OD REVRE AND RE9JBNR wl.NN L� I AND CAR MINIMUM WALL THICKNESS OF �� 1 REWIRED FOR U.L LABEL \ nDOM KS DOOR IS 3 1/2" z Y ^ O A VIED CONTACTS MATOT, INC. ¢ 2f 1/1' IXFJdL DOOR OPENINGUSHBUTTOtE STATIONS W`COULUOK,IN SwCE tw3 OW R EVE[ o 2 3/8' AT FAGH lEOEIOUNTED AT EACH FLOOR MARKED: OIRMW'A11£RS, ROOIfE .ftE CARRIERS,O.W. 9oaa3 iP/DO'WN ARROWS. IN-USE LIGHT. 2501 VAN W".9[1LWC00, IUAM!F W104 NEW A—A ELEVATION j COMPOSITE FLOOR R ANAR HERE LIGHT AND CHIME 0NOME1 A[EA CODE E7011 547-IM SCALED: NONE 0 o SCALED: NONE IEAGENCY RELEASE PRDIN,PINMOB 02 1onNu DRAWN Br JaL wEacEo I-®a "Nw SHE" DRAWING Ne. 128183 1 ar 1 06-128183 MATOT EWIPMENT IS MANUFACTURED TO THE LATEST4 Imm"AiNT, � O INST IATION NOTES GENERAL NOTES EDITION OF ANSI 17.1 CODE. IT IS THE BEFORE APPROVING RESPONSIBILITY OF THE PURCHASER TO CONFIRM I) TOTAL ML LENGTH 18--9_. STICK MALE THIS LAYOUT NOTE a. P9wr Jose vim Iins disconnect switch moot bo brought to COMPLIANCE WITH ANY LOCAL STATE OR CITY CODES. END UP.gL�Q- SECTION AT ggTT4E(. 4-- immediota vIclnky of our controller. 2) RAIL BRACKETS AT EACH FLOOR, AND AT E THAT THE FOLLOW- b.b. H zt y Irmo of om pIpmimm.lanand tmotie0uired La eavport 18•_0,. ( IMG MUST BE PRO-TOTAL. BRACKETS. N orld N WWO ra bmeWa, to ba fulANhad by olhen. d. Self-"PPQ" tower unKe to In k riall d DeforN hatch 3} HOSIWAY DOOR WALLS MUST NOT BE VIDEO BUT ARE NOT way an rooted ERECTED UNTIL DOORS ARE SET IN PLACE. I INCLUDED W DUMB- e. All Wckakls uaITA retain 2 inch seep Pockets fa •) THIS DIMENSION PROVIDES, 1/2" "�"^" trucWng Sgb. CLEARANCE AT DOOR LOCK KEEPER AND WAITER CONTRACT; GATE TRACK AND 1 i/8" FROM GATE FACE TO REAR DOOR PANEL 4) SOLID STOPS LOCATED AT 18--2 3/4- CAR AND NmR a MAdllxE bN to$1BL. + RAILS wENWt of OAR b4 770 L8S QIIQSS eA REACTIONS IN A Imo Ups. ATIc,Ar sNAFr 3" a 690 M. AIIG A3 SHAFT rc c w t>a. 1mAt wK.AT wAu I OPEWNPS:1NO 2 1DG1F0 SNUM SIDE W HOISIVW MACHINE PLAN S1ohs, M 2 LLK'ATE9 ABXL FuXXI ItAL qq j r�jy�' I SCALED: NONE MMC, PPLWIRE PA RACE BI •il rc NDTE; ----_--�� i y--y---- SN[Ii IMWVABIL 1-mw- t , 1 ACCESS ODOR 24 x 24 CM STA96L55 STEEL I 1 RELOCAIM7N OF DIE CONTROLLER YAR DMSH, W 4 MAY REWIRE THE CONTROLLER k� o A I I TO DE WIRED W THE FIELD o a I - 3/fie 7 a t9 I-BEOO. ri do Q $ I I isGONIWROXttE�.� W803/4_ D M g ELL uFAItNtO StTWNCM {100 11R FKN CABLE u O 0 Fo I 1 1 6'-0" R ON WALL T T P FILWR, 'D mMWEss STEEL + w n n 1 fi'-0- FROM FLOOR TO TOP OF BOX CAS N-MRIWG DISCONNECT SWITCH BY O © I I GTO n o 4O I ELECTRICAL CONRNACTOR 1-alNl. O O 0 0 0 1WNN:"°. . O I © p W AIN LESS C N -"VQ 3-P00033 1/2"CLEAR HOISTWAY REO'D sus24 1/2" BETWEEN WIDE RAILS b" 21 1/2" CLEAR INSIDE CAR S" OUT (J ,[ DOgI misN: K. 4 A /�<�T A P 4 R^'J WAY M TEE A. /� ReKEN OBOE OEYIf:E J NONE •: m SPRNG WITH LIMO M eNE aauM o12AINAo WITH LIE ,1� /J 9 Mt pNM 1632V A[OtMxR 93511DT SRl t) 1b Mn4 .^ N.P.3 MOL15 MB A PoI.3 G1180 AMPS.Qa i o A ICAR•o r B OFEAATIGN, NOME AUTOIJIJIC GML AND SEND STARLING: 71 1 kr n q RNRIWO: 9 J 1 w CCR4TP0. WED USE IKAR O IN1 J Iy � 1 2 in � WM d'fN BUEZFA ( 'ID CMAORY: 000 M. F.PM.SO TMV[l il'-B' R I V CAR \ TI'PC m © a Af YO DCEELY I1ER1 W SPRING PIIJEm SHIONnYTIWNW BUFFER MWTECT: C UId1000 NY IP fi o WIEeAL OOMTIMCI 0 O O O O Q• QYNFIUCF WRIh N(MIE ELEVATOR.FONUNKOMA MY 11779 ~ FACE OF CAMBVINK)MIll 1-1 1 GAGE OF CAR 0 RttiSE AND NuMust 8 JAL f g 1 HACK 6 JAMB R8R-OIb TO eAINE 1 JEN x i m r T ••DNSwLATION NOT-. p REWx AxG RESIewr FAgnt Jw SEE DETAIL BDIB54 REMSE NID RESU&Nr t „y, NOTE: 3 r FOR PROPER SETTING O eAN JN S YY I MINIMUM WNL.THICKNESS OF ODORS 1N0 CAR 1 REWIRED FOR U.L tAf#1 n I KS DOOR IS 3 1/2- N y n O A-..... °µ°p°R��TS MAIM.M. INC. 5 O SPECMUDNO IN SNK[ neF LOWER EV o 2 3 8' 21 1/Y T EACH DOOR OPENING MOUNTED AT EACHSTATI FL OUSHA'MI£BS,9GN81iTS. BECOND CAJIWEAS G.w,oaGRS F I F� it / AT EACH LEVEL —,. AT EACH FLOOR MARKED: 22 i UP/DONN NNROWS, IN-USE LIGHT. TIf91 VAN eURDN,BCLLwOGb. IWnOS 60104 ' VIEW A-A ELEVATION COMPOSITE FLOOR PI AN CAR HERE LIGHT AND CHINE nNaLNE,ARu OGLE(>oe 34T-lone SCALED: NONE O "O SCALED: NONE EMERGENCY RELEASE ruulh NeNfog o7 1anNu o DiA m ft. Ra,Euco RIM a ,09 xa. sNEET oMN1Iw ft. 128183 1 a 1 D8-128183 THE FOLLOWING ITEMS MUST BE CONSIDERED SPECIFICATIONS OPERATING FEATURES - SIGNALS - FIXTURES BY THE PURCHASER: CLASSIFICATION HOLELESS DUAL TWO STAGE TELESCOPIC FIRE SERVICE ❑ NONE Fl"E mN AUTM`E ALL MATERIAL (UNLESS OTHERWISE NOTED) IS A ACCORDANCE WITH ASME A77.1. ( ) ® PH I&II 1 M 2 ilDOp THE PURCHASER MUST PROVIDIF THF FOLLOWING IN ACCORDANCE WITH CAPACITY (LOADING) 2000# MASS. EMT SERVICE ® NOT REQ'D ❑ REQUIRED ASME A17.1 CODE REQUIREMENTS OR LOCAL CODEREQUIREMENTS WHICH- EVER ARE MORF STRINGENT. PLATFORM SIZE 6'-0' WIDE z 5'-1' DEEP R. P. R. ® NOT REQ'D ❑ REQUIRED HOISTWAY: SPEED 125 FPM AVG. 122 FPM UP 127 FPM DN EMERGENCY POWER ❑ BATTERY ❑ GENERATOR 1. A CLEAR HOISTWAY OF THE DIMENSIONS SHOWN, PLUMB TO WITHIN 1' TOTAL HOISTWAY TRAVEL 24'-0" MAX. TRAVEL- 26'-0- INTERFACE NOT REQ'D ❑ LOWER Q[dLY ❑ RUN HOISTWAY SIZE ENVELOPE FROM TOP TO BOTTOM. SHOWN IS MINIMUM. ANY OUT-OF-PLUMB CONDBOTTOM. FLOOR HEIGHTS 12'ON MUST NOT ENCROACH ON '�RRILRKEOPTO HI*EMDAT DOOR NUDGING ❑ NOT REWD ® REQUIRE -O TE 12'-O" � 2. VENTING OF HOISTWAY AS REQUIRED BY CODE CLEAR OVERHEAD 13'-B" MINIMUM - T & B ACCESS ❑ NOT REQ'D ® REQUIR _ 3. A DRY PIT, REINFORCED TO SUSTAIN THE VERTICAL LOADS AS SHOWN. OVERTRAVEL 12"4. OMITTED HALL P.I. ❑ NOT REQ'D ® REQUIRE'bi® E C#I LANDING REFUGE SPACE 4'-B" CAR P. I. STANDARD W/ PASSING FLOOR GON6`I"j 5. A PR LADDER FOR EACH ELEVATOR OF NON-COMBUSTIBLE MATERIAL, CONSTRUCTED CLEARANCE C.D.I. WITH VERTI ' AND INSTALLED IN ACCORDANCE WITH CODE, AND EXTENDING FROM PR FLOOR TO 48 " HANDICAP GONG TRAVELING GONG BOTTOM RUNBY 6 ® ❑ ABOVE N P ;GONG INCHES ABOVE SILL OF LOWEST HOISTWAY DOOR. � ' BUFFER STROKE 2 1 2 , .. S. ADEQUATE SUPPORTS FOR GUIDE RAIL BRACKETS, TO SUPPORT HORIZONTAL LOADS AS HORIZO '.}1ALL•-I' SHOWN. SUPPORT LOCATIONS MUST NOT EXCEED SPACING AS REQUIRED BY CODE, PR DEPTH 4'-0" � p AND AS SHOWN. WHEN MAXIMUM SPACING IS EXCEEDED I RAIL REINFORCEMENT, OR ElRANDICAP GONG �ANT LANT ABOVE �pb ADDITIONAL SUPPORTS MUST BE PROVIDED AT PURCHASER S EXPENSE �� JACK HEIGHT 1$ -1 3 4 7. GUIDE RAIL SUPPORT LOCATIONS MUST BE STEEL. BRICK, CONCRETE. OR FILLED JACK CONN. HT. 13'-1 5 8" THE PURCHASER OF THE INSTALLED ELEVATOR EQUIPMENT MUST COORDINATE AND PRO- IN LOCATIONS SHOWN, AS WALLS ARE ERECTED.D. IFRAIL BRACKETS ARE ATTACHED CONCRETE BLOCK. INSERTS, USED ARE ESUPPLIED AND JACKETED BY OTHERS, CIbIBANCE ABOIE Ya Dow 6 3 8" VIDE THE BUILDING DIMENSIONS/CHARACTERISTICS SHOWN ON;'THESE DRAWINGS. F TO STEEL BEAMS, FIRE-PROOFING IS TO BE APPLIED AFTER RAIL BRACKETS ARE No. OF LANDINGS 3 No. OF OPENINGS 3 INSTALLED. ASME/ANSI A17.1-2004 FOR NEW YORK vU Iuo - - 8. PROJECTIONS OR RECESSES IN THE HOISTWAY OF FOUR INCHES OR MORE, ON SIDES FRONTFRONT OPNG AT 1 2 7 3 N1tl EW NOT USED FOR LOADING OR UNLOADING, SW1. BE BEVELED AT AN ANGLE NOT LESS DOOR TYPE SINGLE SLIDE- LEFT HAND LANDIM THAN 75 DEGREES FROM THE HORIZONTAL 9. A HOIST BEAM, HOOK, OR EYE BOLT SHALL BE FURNISHED AT THE TOP OF THE DOOR SIZE 3'-0" WIDE x 7'-0" HIGH `G` HYL* 'L�/ HOISTWAY, LOCATED ON CENTERLINE OF CAR AND GUIDES-DESIGNED FOR A LOAD TECHNICAL bATA CAPACITY OF 6000 POUNDS MINIMUM. jc 10. ENTRANCE WALLS ACCEPTING PASSENGER TYPE ENTRANCES ARE TO BE ERECTED (OR POWER SUPPLY 2O8V-3PH-6OHz ROUGH OPENING AS SHOWN FILLED IN) AFTER DOOR FRAMES AND SILLS ARE INSTALLED. POWER UNIT SUBMERSIBLE 11. A SUITABLE SILL SUPPORT AND RECESS AS SHOWN, FULL WIDTH OF THE HOISTWAY, PUMP/MOTOR 210-40 -30HP - 21760 BTU/hr -+ GROUTED BY OTHERS AFTER DOOR SILLS ARE INSTALLED. TYPE OF START SOUD STATE ,P_ 12. REQUIRED SLEEVES IN HOISTWAY WALL, OR ANY TRENCHING AND FILLING, FOR OIL LINE Qr �`4gg0 AND WIRING DUCT FOR EACH ELEVATOR AS MAY BE REQUIRED. POWER SUPPLY FULL LOAD AMPS LOCKED ROTOR AMPS 13. ANY CUTTING AND PATCHING OF BUILDING CONSTRUCTION REQUIRED TOINSTALL SIGNAL FIXTURES, OR OTHER ELEVATOR APPARATUS, AND ANY REPAIRS, GROUTING, PATCHING, OR PAINTING MADE NECESSARY BY SAME. CURRENT 14. BARRICADES AS MAY BE REQUIRED, FOR SAFETY, DURING CONSTRUCTION. REQUIREMENT MACHINE ROOM208V/3PH/60HZ 92 FLA 417 LRA NOBLE ELE V.A. TOR 15. A MACHINEHINT NTI ROOM PROPERLY LIGHTED AND VEUITID PER CODE REQUIREMENTS WITH 30 TEMPERATURE MAINTAINED BETWEEN 65 TO 95 DEGREES FAHRENHEIT. DOOR OF SIZE hp TOPERMIT ACCESS FOR HYDRAULIC MACHINE, TOBE SELF CLOSING AND LOCKING, BUT R ONKONKOMA, NY OPENABLE FROM INSIDE WITHOUT KEY. Fl ECTRICAl. (ALL ELECTRICAL WORK O BE IN ACCORDANCE WITH ASME AND NEC). WORKING PRESSURE 383 PSI(MAX) PLUNGER-CYL CLEARANCE- 1/2' 16. A FUSED DISCONNECT SWITCH FOR EACH ELEVATOR, OF AMPLE CAPACITY, WITH WIRING .JACK SECTIONS ONE PIECE JOINT O.D.-N/R TO THE ELEVATOR MOOR STARTER CONTROL. DISCONNECTING MEANS SHALL DISCONNECT THE NORMAL POWER SUPPLY AS WELL AS ANY EMERGENCY POWER SUPPLY IF PROVIDED. PLUNGER LENGTH 14'-3 1/2' (UPPER STAGE) 13'-11 7/8" (LOWER STAGE) Ci RADSEAMN 17. LIGHT AND SWITCH IN ELEVATOR MACHINE ROOM, WITH SWITCH LOCATED ADJACENT TO CYLINDER LENGTH 13'-11 1/2" RLWGER O.D. 3d STAGE(2)3.750" ACCESS. STANDARD DUPLEX OUTLET (11OVAC 15 AMP) IN MACHINE ROOM. 18. LIGHT, SWITCH, AND CONVENIENCE OUTLET (110 VAC) IN ELEVATOR PIT, LIGHT SWITCH RINU OLD. ist SGGE(2) 2.500" (SOLID) - PLUNGER WALL 2nd STAGEO.250" HYDRAULIC PASSENGER ELEVATOR LAYOUT ACCESSIBLE FROM LOWER LANDING OPENING. INSTALL LIGHT SO AS O CLEAR ELEVATOR CAR. CYUNDER O.D. (2) 5.000" CYLINDER WALL 2 0.250" PROJECT NAME : LOCN.: 19. CONNECT 110 VAC SERVICE IN THE HOISTWAY, MIDWAY OF TRAVEL (SEE SHEET 3) OR GROSS LOAD 5330 MAX CAR WEIGHT 264 S A N T O-R-I N I TRAINING CENTER CONNECTED TO TERMINALS IN ELEVATOR CONTROLLER FOR CAR LIGHT SERVICE (ELEVATOR CONTRACTOR'S OPTION). SIDE STILE 6'[ X 8.2# PER FT GUIDE RAILS 12//ft 20 HEANECE AND SSARY WIRING TO COMBUSnoN SENSORS ELEVATOR CONTROL PANLELL WHEN FIOCATED IN RE SERVICE IS SPECIFIED H ELEVATOR LOBBY . GUIDE SHOES I ADJ./NYLON INSERT C U T C H O G U E, N 21. TELEPHONE INSTRUMENT IN ELEVATOR CAR, AND WIRING FROM BUILDING SOURCE TO VERTICAL REACTIONS SEE NOTE 3 -- ELEVATOR CONTROL PANEL AT EA JACK (2) - 3298/ AT EA BUFFER (2) - 7117/ ARCHTIECT E H A S Z G I A CA LO N E ARCHITECTS 22. FURNISHING OF ANY INTERCOM, PAGING, OR TELEVISION SYSTEMS INCLUDING WIRING FROM „ BUILDING SOURCE TO ELEVATOR CONTROL PANEL Ip��, HORIZONTAL GUIDE RAIL REACTIONS SEE NOTE 6 GENERAL CONTRACTOR 23. IF ELEVATOR IS EQUIPPED WITH A BATTERY EMERGENCY LOWERING UNIT, AN AUXILIARY I - y 1 -F Rx=140# Ry=70/ THESCONTE CONTACTS IS ((SUPPLIED BY N MAJN OTHERS)ER DISCONNECT HALL BE U.LELEVATORROyEDM M1DlNE ROOM,LOCATED IN SEISMIC ZONE 2 SEISMIC Fxx - 6$4 SEISMIC Fyy -321 REVISION RECORD DISCONNECT. DATE BY I CHKD DESCRIPTION INSTALLING,NECESSARY POWER FOR INSTANG, ERECTING, AND TESTING, WITHOUT CHARGE. GENERAL DATA 9-16-10 JSMI I JSM IORIGINAL 25. ANY FEATURES OR EQUIPMENT REQUIRED, BUT NOT SPECIFICALLY SPECIFIED AS BEING DOOR OPERATOR G.A.L. - MOVFR - .{O -5241. � 1 FURNISHED BY ELEVATOR CONTRACTOR. PHOTO EYES FULL HEIGHT INFRARED DETECTOR CONiRACT�JOBt SHEET No. 26. A SECURE AND DRY SPACE TO STORE ELEVATOR EQUIPMENT AND TOOLS BEFORE AND 17 3 0 9 T T2003H 1 OF 4 DURING CONSTRUCTION. OPERATION SIMPLEX SELECTIVE CONTROLLER-VIRGINIA CONTROLS A = a D C 24"x18" VEN1J 0 i , f BY G.C. X�\ \ Z J ' --� O I� Ix WI IxY Mom_ O BUFFER JACK W J N o N ' t1 o =-j (2 LOCATIONS) UNI�f_ o U p 001 I Ili � g PIT LADDER y�� I�_ o ¢ z d O VDr" BY G.C. -i J � -1 f ( ) 0 LIMITS TAPE 0 p to ur I p �' -r+YU�y & DUCT SELECTOR PIT LIGHT do SWITCH as o � to o z 0 C.O.P. w EMER. 0 w - _ (BY ELEC. CONTR.) C.D.I. / a PIT STOP SWITCH CPI LIGHT do PHONE N � ,n N Z c A. (BY ELEV. CONTR.) TJ ----T PROVISION J rn N N v w ----------------- - ------------------- _ __ _17 �. $5 ------------------] N O �L, A -i ` r ---i CDB r A � HALL STATION A SUMP OR DRAIN IS REQUIRED IN THE PIT HALL P.I. AT LANDINGS NOTE: WITH PROPER DISCHARGE AS PER ASME/ANSI AS SHOWN ON SHEET 1 of 4 IF A 16"x7" PIT LADDER IS REQUIRED AS A17.1, RULE 106.1(b). 11" 3'-0` CLEAR OPNG 3'-5" SPECIFIED IN ASME A77.1, A RECESS MAY IF THE JOB SITE IS IN A SEISMIC RISK ZONE 2 OR AT ALL LANDINGS BE REQUIRED IN HOISTWAY WALL. GREATER A PIPE RUPTURE VALVE IS REQUIRED AT THE JACK UNIT IN ACCORDANCE WITH ASME/ANSI G.C. TO BUILD FRONT WALL AFTER A17.1, PART 24. ENTRANCE FRAMES ARE SET AN AREA OF 5.49 SQUARE FEET (NOT LESS THAN 24 INCHES ON ANY SIDE) IS TO BE LOCATED ON _- 8" 6'-0" PLATFORM 8" THE CAR TOP WHERE 43 INCHES MINIMUM OF VERTICAL CLEARANCE EXIST WITH THE CAR AT ITS AXIMUM LIMITTHIS REFUGE 7 3/4" 6'-0 1/2" BACK TO BACK STILES 7 3/4" TO BE MARKEDOONTTHEECAR TOP USING APACE IS CONTRASTING COLOR. (SEE ANSI/ASME A17.1, RULE 6 3/4" 6'-2 1/2" D.B.G. 6 3/4" 300.8g) THE RAIL FOR THIS JOB IS APPROXIMATELY 4 5/16" L 6'-7 3/8- B.B.G. 4 5/16" 16'-0" LONG. MAKE SURE THAT THIS LENGTH COMPONENT CAN BE MOVED THROUGH THE JOB SITE INTO THE HOISTWAY. 3 5/8` L 6'-8 3/4" JACK TO JACK C/L I 3 5/8" Plan View ® Lowest Landing SCALE : NONE DEVIL• (DEPICTING FEATURES AT 7'-4" MINIMUM CLEAR HOISTWAY VARIOUS LEVELS) HYDRAULIC PASSENGER, DUAL TELESCOPIC JACK, THREE STOP, FRONT OPENINGS rTO'7� No. SHEET No. 1-20-11 JSM REDRAWN 2003H 1 7 3 0 9 T 1 2 OF 4 2 —0' 12 —0" 12'-0" 12'-0" 3'-8" RAILS ANCHORED 2" 12'-9" GUIDE RAIL TO PIT FLOOR cv n 16'-0' GUIDE RAIL 12'-9" GUIDE RAIL a� wo 0oz Ld w 9a3 IL W 3'-7' S B'-8" TO CROSSHEAD 4 1/8' PLATFORM 6" BOTTOM RUNBY � o ..{ -�" w CLEARANCE 8' 2 1 2' BUFFER STROKE En o UW0 Oo Q — i ozz z3- a= ' O 4'-8' 8'-0' CAB HEIGHT 12" O.T. too SEE SILL En M REFUGE SPACE DETAIL .b z 4a i Z THIS PAGE ;. F m OED \ mOQJQ j _Li 7'-0' CLEAR OPNG (TYP.) JKJ o 0 0 w N W 12'-0" 12'-0" W 6 3 8" 13'-1 5/8' JACK CONNECTION HEIGHT A.F.F. N CLEARANCE 13'-8" MINIMUM CLEAR OVERHEAD 24'-0" TOTAL FLOOR TO FLOOR TRAVEL 4'-0- PIT DEPTH 4' x4' x3/8' - SILL SUPPORT ANGLE ,�, Y FULL WIDTH OF f7;! . 1 HSTW BY G.C. -':;; PROJECT o Hoistwav Section A-A ;y d 1 (FROM SHEET 2) " " l� r•� Y � HYDRAULIC PASSENGER, DUAL ao= 2' SILL RECESS (DO NOT SCALE DRAWING) -56s 6 TELESCOPIC HOLELESS JACK, �3 '' ,; THREE STOP, FRONT OPENINGS N J Sill Detail SCALE : NONE 00 4 CONTRACT No. SHEET No. 1-20-11 JSM REDRAWN T2003H 1 7 3 0 9 T 13 OF 4 7'-8 3/4" CLEAR MACHINE ROOM TOTAL OIL REQ = 160 GAL. OIL LINE MATERIAL PAO. mr SAP SMPPED No, VENTILATED, 1 2" SCHD 40 PIPE 18533 21' 1 S TEMPERATURE CONTROLLED 2 7" HIGH PIPE STAND 18964 4 S MACHINE ROOM SEE NOTE 15 3 2 3 8" UNISI1 PIPE CWAP ASSY W ASIENER P1117 18363 4 S 4 3 B" x 1 7 8 WEDGE ANCHOR 50418 8 S 5 2" 1000 VICT. BALL VALVE 10339 3 S 6 1 PARTS BOX 50659 1 S 7 2 #77 GRADE "T VICT. COUPLING 18165 19 S 8 2" 90 DEG. 10 VICT. ELBOW 18175 6 S FIRE EXTING. 9 2" 20 VICTAULIC TEE 18177 1 S (BY G.C.) 11 3'-O"W x 6'-8"H MINIMUM SELF- 13 CLOSING, KEY LOCKED DOOR, 14 OPENABLE FROM INSIDE WITHOUT w 15 KEY. (BY GENERAL CONTRACTOR) o p 1� ELEVATOR POWER 19 Z N w 19 2 VICT. PIPE RUPTURE VALVE 18023 1 S FUSED DISCONNECT O SWITCH BY ELECTRICAL = INSTALLATION NOTES CONTRACTOR o Q 1. CUT AND GROOVE SUPPLIED PIPE AS REQUIRED TO MAKE RUN FROM LIGHT & SWITCH g JACK OUTLET TO POWER UNIT IN ADJACENT MACHINE ROOM. (BY ELEC. CONTR.) Of 2. USE ANTI-SEIZE TAPE OR COMPOUND ON ALL THREADED JOINTS. LOCKABLE FUSED n 3. USE LINE COUPLER AND 3" LONG NIPPLE TO MAKE VICTAUUC DISCONNECT FOR 110V AC 2'-6" 47 1/4" POWER UNIT U CONNECTION TO JACK AND POWER UNIT AS REQUIRED. ELEVATOR LIGHTING CIRCUIT MANUAL S.O. - 4. LOCATE SUPPLIED PIPE STAND TO SUPPORT ANY FREE LENGTH OF (BY ELEC. CONTR.) VALVE N PIPE RUN AS REQUIRED. USE SUPPLIED FASTENER TO ATTACH OIL LINE TO PIPE STAND. H Z 5. ANCHOR PIPE STAND TO PIT FLOOR WITH SUPPLIED WEDGE ANCHORS. POWER UNIT M O_ TELESCOPIC INSTALLATION NOTE SEE SHEET 1 LOCATE ADDITIONAL S.O. VALVES AT EACH JACK OUTLET. FOR HEAT a OUTPUT 7 TO JACK D II C 11 19 MACHINE ROOM @ TO PUMP UNIT VENTED BY G.C. RISER TO JACK OUTLET LEVEL 7 HOISTWAY IN PITS Lev TO JACK O BLAINE PIPE RUPTURE VALVE IS PROVIDED, k ITI Z PORT INSTALLS TOWARDS THE JACK. 2 NOM. I.D.; 2.375 " DETAIL, O O.D. ASTM A53 SCHD O 1* Z45S TYPICAL ADJACENT MACHINE ROOM 40 VICTAULIC OIL LINE ✓t NE+� DEPICTING GENERAL ARRANGEMENT AND MINIMUM REQUIREMENTS (GROOVED OIL LINE CONNECTIONS) MACHINE ROOM AT LOWEST LANDING DO NOT SCALE DRAWING) CONTRACT No. SHEET No. (ACTUAL MACHINE ROOM CONFIGURATION MAY VARY) 1—5-1 1 JSM REDRAWN 1-20-11 JSM REDRAWN 1 7309T 4 OF 4 GENERAL SPECIFICATIONS & DATA PLATFORM SIZE 72" WIDE x 61" DEEP DOORWAY SIZE 36" WIDE x 84" HIGH 72" PLATFORM DOOR TYPE SINGLE-SPEED SIDE-SLIDE OPERATOR GAL MOVFR TEMPLATE No. 8231 2" 68" CLEAR I.S. CAR 2" STILE SIZE PE 6" OPERATOR HEADER SUPPORT BY CAB MFG. HEADER BY OPERATOR MANUFACTURER o CAR SILL EXTRUDED ALUMINUM-BY CAB MFG. LLI CERT. FRAME STAINLESS STEEL-BY CAB MFG. t V)i < HANG-ON a EMER. LIGHT BY FIXTURE MANUFACTURER p\ M 0 0 2-PIECE ASSY. SPLIT REAR WALL ONLY s vi PANELS Ir OD � PAD HOOKS REQ'D to 0 0 - m C'I X PROTECT. PADS REQ'D p u_ Of < . o n 12ga. C.R.S. CANOPY CUTOUTS- CAR STATION w PHONE OR BOX OL J i? CDI CUTOUT o REQUIRED CAR POSITION INDICATOR v to CD] W = a- LINE OF TRANSOM Lg, to a = = DOOR PROTECT. FULL HEIGHT INFRARED DETECTOR V) 'o EMER. IXIT SW. REQUIRED 2004 CODE \ CPI CUTOUT n 0 FINISH SPECIFICATIONS Of N p _ N L) ITEM MATERIAL/FINISH SIDE WALL A 0 1/4" = BLACK REVEALS —'+ v7 SIDE WALL B REAR WALL OD uj DOOR PANELS SATIN STAINLESS STEEL 3" 36' CLEAR OPNG r RETURN PANEL SATIN STAINLESS STEE 20 Go. ED STRIKE JAMB SATIN STAINLESS STEEL TRANSOM SATIN STAINLESS STEEL Plan view ? r CANOPY 12 Go. C.R. STEEL WHITE ENAMEL a CEILING FRAME ANODIZED ALUMINUM "TEE" a p CEILING TYPE 6mm POLYCARBONATE SHEET 0 BASE SATIN STAINLESS STEEL 0 HANDRAILS 2" x 3/8' SATIN STAINLESS STEEL RE 'D AT REAR & SIDES LOCATE EMER. EXIT 2 1/4" F3/8' 00 EXHAUST FAN 1 SPEED TO MISS CROSSHEAD REMOVABLE ADVISE COLOR EMERGENCY EXIT EMERGENCY EXIT CONTACT L PANELS COLOR (400 SQ. IN. MIN) SWITCH & MOUNTING REQUIRED/2004 CODE 1/2 REMOVABLE WOOD CORE PANELS WITH FINISHED PLASTIC LAMINATE AND BLACK REVEALS SELL z AND FRIEZE ON REAR AND SIDE WALLS ARE - — Z REQUIRED. BLOCKING BY OUTLINE OF ELEV.BLOCKING 13Y PLATFORM l I 1 I Section Thru Doorway I I I THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. ACTUAL AS-MALT DETAILS MAY VARY FROM THAT SHOWN. j I FLUORESCENT LIGHTING I I L————I-----I----J I I ti 1.) CAD SHELL CONSTRUCTION COMPLIES WITH ALL REQUIREMENTS AS SET �CAAM#ON ELEVAMR AP FORTH Al THE ASME/ANSI A17.1 ELEVATOR SAFETY CODE ALL LOCAL AND/OR 1 N C U R P a R C � KgJDICAP REQUIREMENTS ARE THE RESPONSIBILITY OF THE INSTALLER. II II �� ;y.NYUgrQ f . 2)) ARCHRECNRALLY SPECIFIED INTERIORS MAY NOT MEET ASME/ANSI AIM I I It �',F CIXIE mumoma= IT IS THE RESPONSIALFTY OF THE ELEVATOR INSTALLER Ci RADESAIAN I 1 TO OBTAIN APPROVALS FROM STATE AND/OR.LOCAL AIffH RmES FOR ANY MATERIALS 11-AT DO HOT COMPLY. ELEVATOR CAB 3.) flE ELEVATOR INSTALLER MUST ADVISE IF WALL SIZES SHOWN PROHIBIT SINGLE SLIDE—FRONT OPENING—WOOD CORE IN�TAIlA710N DUE TO HOSTWAY ENTRANCE SIZE OR OTHER ACCESS LIMGATIONS. PROJEC SANTORINI T DATE TRY CHID DESCRIPTION TRAINING CENTER Reflected Ceiling Dew --- 9-16-10 JSM ORIGINAL CUTCHOGUE, NY 1-5-11 JSM COLOR SELECTION 1-20-11 JSM REMOVED COLOR SELECTION/REVISED FlN. FLOOR CONTRACT No. SHEET No. 17309E 1 1 OF 2 BLACK REVEALS & FRIEZE(TYP) I I I I A II p 0 I I I I 000 2" x 3/8" SATIN STNL. STL. see I L) I I I HANDRAIL(S) w/ 1" x 1 1/2" a> I e e I o I I I STAINLESS STEEL SPACERS o i ooe = & THRU BOLTS o 0o sse oee9 j � I ■• I 1 I U I s I I I I o wa <6 I HANDRAILS I ai I 'a LZ ® SIDES 0 a 0 I i s 1 I =za I I I Fronf Elevation VENTING TO SUIT CODE a "A" EC Ration Rear EWwation Side Flevofbn simiBer) G✓ Cy , HYUj 1 1/8" may, 7/8" 1/4"-20 HANGER BOLTS .05" UNFINISHED 12 II-- LAMINATE NOTCH CANOPY 9a. C.R. STEEL CANOPY .05" PLASTIC ® SIDE STILES LAMINATE o o , z w >Lu Z w cn THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. = Acn AL AS—BUILT DETAILS MAY VARY FROM THAT SHOWN. WHITE ENAMEL ao .05" FINISHED n PLASTIC LAMINATE �i RADESAI/AN DROP CEILING HANG-ON PANELS �CAN7VN ELEVA=/? Li PLYWOOD SUBFLOOR g corner Faatenina DetaiC ELEVATOR CAB 05" PLASTIC a SECTIONS AND ELEVATIONS- WOOD CORE LAMINATE PROJECT HANG-ON PANELS Cab to Platform Connection SANTORINI 3/4" 7/8' TRAINING CENTER DATE BY CHKD DESCRIPTON CUTCHOGUE, NY Cab to CanMU Connection 9-16-10 JSM JSM ORIGINAL 1—20-11 JSM REVISED FIN. FLOOR THICKNESS CONTRACT No. SHEET No. ' 17309T 12 of 2 4" SILL JAMB SUPPORT — BRACKET(TYP) OVERALL SILL LENGTH = 82" {^, Apn 6" DOORWAY = 36" DOOR PANEL = 37 1/2 2 1/2" a ed V) 3 4" DOOR a 0 a J 7 1/4" i I ACTUAL D DATA LEGEND wI -----------------------2" - I " " OPERATOR TYPE do TEMPLATE NUMBER CLOSED ENDS o _ TYP A.) 20ga. J RUNNER OPERATOR. GAL MOVFR n_ � TEMPLATE No.: 8241 ______ S No 0 48" MIN. ROUGH OPENING B, GYPSUM LINER KEYWAYS ® EACH ENTR. w ESCUTCHEON COMPONENT MATERIAL $ FINISH 00m a Pum V{8w C.) 1/2" TEK SCREWS ON FRAMES 16 GA PAINTED STEEL o DryuaU Fire Code .C. a 6" CENTERS DOOR PANELS 16 GA PAINTED STEEL ' Z D.) CODE "C" DRYWALL o SIGHT GUARDS 16 GA. PAINTED STEEL 3/16" ? TOE GUARDS GALVANIZED STEEL Ir DUST COVERS GALVANIZED STEEL w FASCIA GALVANIZED STEEL �n HEADERS GALVANIZED STEEL c� COLOR FINISH SELECTIONS z J DOORS: ENAMEL• ADVISE COLOR w z g ADVISE FRAMES: ENAMEL ADVISE COLOR o z d o o Gh SILLS MILL FINISH EXTRUDED ALUMINUM = w ¢ a p O 0 U Fh w rn rn N HORIZONTAL REACTIONS ON BUILDING h I I PER ASME A17.1 RULE 3.28.1(m) - SEE DIAGRAM QUANTITY REQUIRED � m 2" Ah Bh a� Ch Dh Fh Gh '�ZZ`� 1 4" 308.3 327.8 46.8 40.3 300.5 100.2 LL ENTRANCES REQUIRED � �I I N (ALL LOADS IN POUNDS) THIS DRAWING RATS RADESIGNTS GENERAL D WENT ONLY. � (Calculations based on constant height above opening of 48' ACTUAL AS--Br DErAus MAY vutr FROM 1wr sFawN. �T NOTES: 1.) ENTRANCE FRAMES ARE KNOCK-DOWN CONSTRUCTION. CCANMNELiSVAMR 1'?S I N c n R P o 2.) ALL ENTRANCE DOORS AND FRAMES BEAR A l 1/2 HOUR R A _ U.L FIRE LABEL • '4 a 3. FACIA PROVIDED IN ACCORDANCE WITH ASME ANSI A17.1 ELEVATOR ENTRANCES ELEVATOR SAFETY CODE. SINGLE-SPEED SIDE-SLIDE Y '. d •' , ^. 4" SUPPORT ANGLE ANDSUITABLE GRO EDSINLAFTERSS AND SUPPORT SILLNSTALLATIONTO BE BY OTHERS. BY PROJECT Dh 5.) ENTRANCE WALLS SHALL BE BUILT, OR ROUGH OPENING N a (BY G.C.)� a" SANTORINI . OCK GALVANIZED TOE GUARD 9h Ch PROVIDED AS SHOWN AND FILLED IN, AFTER FRAMES ARE SET. `v DATE BY CHKD DESCRIPTION TRAINING CENTER (BY ENTRANCE MFG.) CUTCHOGUE, NY " Ah 9-16_10 JSM ORIGINAL View From Hall. 1-5-11 JSM REVISED WALL THICKNESS/COLOR SELECTION 1-20-11 JSM MIRRORED ENTRANCES/REMOVED COLOR SELECTION CONTRACT No. SHEET No. 17309T 1 1 OF , 101/8" COVERPIATE DATA LEGEND VOLTAGE 9 5/8" BOX CUTOUT S 120V AC ❑48V AC ❑OTHER: COVERPLATE MATERIAL/FINISH ®STAINLESS STEEL ❑ BRONZE 01 8- SATIN FINISH ❑MIRRORED INDICATORS °1 � �•:y HY ;�f HINCANDESCENT ❑LE.D. ❑OTHER: CAPACITY PLATE � p� •, NUMBER OF OPENINGS: 3 i I Qf CU MAIN FIRE RETURN : 1 Yr .;: r� EMERGENCYi `$ *"**SEE DIAGRAMS FOR FLOOR DESIGNATIONS" NUDGING BUZZER 1 T AUDIBLE , 't , -+ / (IF REQUIRED) �� in FINE SIGNAL i KEY SWITCHES INDICATORS HGAL STANDARD CHICAGO A �� ❑MEDECO (VANDAL RESISTANT) FIRE G1&NET KEY MUST (1) H LIGHT ON/OFF KEY MATCH RE SERVICE KEY i ® I- J _ I ! u I (2) S FAN ON/OFF KEY I ` (3) ❑FAN OFF/LOW/HI KEY 1 iFIREFIGHTERS' ENGRAVE 1/2" HIGH (4) [ OFF/LIGHT/FAN KEY I of OPERATION I RED FRIED i (5) S IND. SERV. ON/OFF KEY A17.1-2DD4 FIRE 1 ; I 13 3/8- coveRPLATE (6) ❑ELEC. EYE CUTOUT KEY SERVICE CABINET_i I (7) SACCESS ON/OFF KEY (SEE BUDV) (8) []MASS. EMT ON/OFF KEY r �i ON INSIDE IMICO WITH A17.1-OR I CODE e 1 2 3 A el n (9) ❑"MEDICAL EMERGENCY" INDICATOR ' AC "RE �� I O Q Q Q Q (10)❑DOOR HOLD KEY L �� 1 : (11)❑OTHER: zu - LIP TO 4 LANDINGS (12)❑OTHER: I I CUTOUT. 2 1/4" x 12" BOX DFFI1k 2 1/4' I r r 1 Car Position Indicator PHASE 1 k II FIRE SERVICE S I . r J QTY. (1) REQUIRED ME/ANSI A17.1-2004 FOR NEW YORK 2 b x 8 5 I ❑ O 7 STOP SWITCH: HKEYED ❑TOGGLE❑PUSH PULL asEl I I r r O I NUDGING: []NOT REQUIRED HREQUIRED I I TELEPHONE OPTIONS VP ❑PHONE BOX ONLY (PHONE BY OTHERS)O I LJ 1 Q O ❑HANDS FREE PHONE, INSIDE BOX o EAR I (2) ® O i cnx.max (RATH MICROTECH - BY CANTON) I ICLOSE 33/8" SGA.L HANDS FREE PHONE, COVER MTD. ALARM SNITCH STOP PLT�h Button Style i O I SWITCH O 35" A.F.F. o 1 1 ® O 1 1 � ^ p� 2000 $. THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. O I@ 'M., ACTUAL AS-BUILT DECALS MAY VARY FROM THAT SHOWN. I I L J L J L J Capacity Tag CAN i ON ELEVArcR I I N N C O R P O R A T E D 1 1 rw� r rw,� I 1/8 H PLATE LJ LJ LJ CAB FIXTURES i I VVV ° NOBLE ELEVATOR CAR PANEL w/ EMER. LIGHT & FIRE CABINET e L---J - - Fire Cabinet Detail Company Engraving PROJECT m1 �� 312 1/4" HIGH-BLACK nUJM SANTORINI Traveling Lantern TRAINING CENTER QTY. (1) REQUIRED DATE l�'Y CNKD DESCRIPTION CUTCHOGUEI NY 18 7/e" 9-16-10 JSM JSM ORIGINAL A.F.F. Car Panel CUTOUT: 2 15/16" x 10 1/2" TO C BOX DEPTH: 3 5/8" 1-20-11 JSM MIRRORED HINGES CONTRACT No. SHEET No. BOX DEPTH: 3 1/2" 1 7 3 0 9 T 1 1 OF 2 DATA LEGEND VOLTAGE 0120V AC ❑48V AC []OTHER: COVERPLATE MATERIAL/FINISH ®STAINLESS STEEL ❑BRONZE S 1 8" SATIN FINISH ❑MIRRORED INDICATORS SINCANDESCENT ❑L.E.D. ❑OTHER: VP Oo gnu wrtmw c[xlu wrwnn Push Button Stvle KEY CYLINDER TYPE SSTANDARD ❑MEDECO (VANDAL RESISTANT) PHASE I do II FIRE SERVICE ASME/ANSI A17.1-1996/98 FOR NEW YORK I I IL 1p1) FIRE HAT LIGHTCWERPIATE 5 13 3/8- COVERPLATE I I a g m r- r B ° o° � FIRE KEY —^ REQUIRED le D O O 01 n 1 _ �I :' N 1� KI}) ACCESS I� Oo , UP I� �, ACCESS O 1-2-3 1L- Ji IL----JI 11L- JI CUT U UP TO 6 LANDINGS 1 i 1 1 1 1 ' CUTOUT: 2 1/4' a 12" _-- BOX DEPTH: 2 1/4' 1i O , pp li O �l DOWN l� O ,1 DOWN Hall Position Indicator I ---- 1 1L--- 1`-- SIDE VIEW TOP VIEW I 1 II II I I (SEE LiEIDW) crYPICAI-> STATION "D" DIM I "A" DIM I "C" DIM 316 310 310 310 9 3 4 8 1 4" 9 1 8 OTY. (1) QTY. (1) QTY. (1) 3 1 i 1 2" 13 REQUIRED REQUIRED REQUIRED 316 16 14 1 2 15 3 8" 01 02 03 320 20 18 1938 THIS DRAWING REPRESENTS GENERAL DESIGN INTENT ONLY. ACTUAL AS—BUILT DETAILS MAY VARY FROM THAT SHOWN. CAA ON EL AMR HALL FIXTURES STANDARD HALL STATIONS �`i�'`r 45L72 PROJECT SANTORINI TRAINING CENTER DATE tTY CHKD DESCRIPTION CUTCHOGUE, NY 9—i 6-10 JSM JSM ORIGINAL CONTRACT No. SHEET No. 17309T 2 OF 2 FN 11 2010 4: 59PM M LRSERJET 3200 1 p• 2 J A 11 Ov Da1V1 , SUrrE 29 1SLANDI NEW YORK 11ASSOCIATES , 9 T L 631)q 2 60-FA 5 31)232-1536 L P January 12,2010 Suffolk County Dept tmeot of Health Services Office of Wastewatc Management 360 Yaphank Averru , Suite 2C Yaphank,NY 11980 Attention:W.Craig Cnepper,P.E. Re: Santorini Beach :eaort SCDHS Office of W stewater Management Reference No.: C10-08-0008 Dear Mr.Knepper. Based on informatio provided by the contractor,we certify by way of this letter that the cover depth of the re taurant's water main is 4'-6". The attached water service profile from Drawing No. S R-02B shows ie at the correct 4'-6"cover depth. ,tguft�i�U,�l Sincerely, ry yyao'o ' Tyr%. H tf or HEW yu StffoLK COUNTY DEPT, OF HEALTH SERVICES OFFICE OF`;VAST ` ,,A"IP" MM" AGEMENT 360 YAPHANK AVENUE,SUITE 2C YApR,kNK,NEW YORK 11980 cm Q 25 J 1L 20 J av Z Z o z ¢F a Ina N d'F h W VI O. KU 15 r 10 f O ❑ 4'00k4'OFS � 2 WSk4 FS fU m w "7 W 77 Q J a 0 E a m N -5 +; O+DO 1+00 2+00 3+00 4+00 5+00 ❑ 1 RESTAURANT do WEST MOTEL WATER SERVICE PROFILE o a 1T i IEALTH SERVICES SUFFOLK COLN I`� UL ` " OFFICEOF WASIB' 9.1 E ;v1ANAGEMI~NT 360 yAPHAivK AVENUE, SUITE 2C x YAPHANK.NEW YORK 11980 1 , 5UR\/EY OF PROPERTY 51TUATE: GUTGHOGUE TOWN: SOUTHOLD SUFFOLK COUNTY, NY 5URVEYED 09-50-200-1, 10-09-200-1, \ 10-29-2001,I I-05-200-1,02-25-2005, 06-05-2008 + � SUFFOLK COUNTY TAX • a, 1000 - 135 - 2 - 1 1000 - 85 - 2 - 2 \ I 1000 - 85 - 2 - 1'12 -31 ➢®EWT MUS11KYINDUSTRY STR Y OF THE STEW RII�CeRILE INSURANCE STRY CTEFR NOT A07 R)758 �C41Yv1EAAi'il (7f9TCE RI®.TP.,0:7(08J76Gy 0 j\ Try b ., q°0 •, . II- k S W C/moo wA vp ol \ b' o / Ate. / / Qo • ,S/ �6'j). �`'a r;i // 6 O l '2+ 5 . e - ap / Ay ell 4/// f/ IdD / S89053'40"W - - - - _ _ 1293.92Land noi, or fo,marly ' / oho Jo ,%/ \\ James Mlohazl -o5rde FB Land idh or formerly of // \\ Richard James McBride Nicholas Alllano \ / 4 o, 'n 41\. r 1 OF NEW TITLE NOTE: ,..°,°°. .°,.. "PREMISES SHOWN ON THIS SURVEY ARE THE SAME AS THOSE ;1,r A S T T E # TAO� 08 -768" LAND '6E6 DESCRIBED IN TITLE ASSOGI TE L NOTES: JC,I-Uq C. E]IHLLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO,50202 ■ MONUMENT G_RAFHIG 5GALE I"= 60' RNERHEAD,N.Y. 11901 369-8288 Fu 369-8287 __ _ —.._ . ._ -. __ REF.\\Com served ro �2000 o A l o AREA = "II"1,120 S.F. OR 16.4628 ACRES Pazl P Pros\20-153 UPDATE 10-11-07.�r , 5URVEY OF PROPERTY ^ 51TUATE: OUTCH06UE Off' TOWN: 5OUTHOLD 5UFFOLK COUNTY, NY N AS BUILT SURVEY 04-II-2012 o1r,fL0 / jaq ,�q W E K COUNTY TAX 1000 - V y 1000H3 - 2 - IT.3 ' APPROVED BY �ss2� Kge<o°d 5 PLANNING BOARD t TOWN OF SOUTHOLD DATE APR ^ 6 2012 ��' ,ti3`�' / l 'Zo O�O�j /oo / PGa S LP b'd vo� 10 LP 0 J qY y ¢ V O O GG } y0\\ O Z ��¢ macho trensrormer LP o\ asphalt O s4i ,c� ¢ o o O¢ 0 / \ �s o O o q cant ene for LP P l ° O / N V O � 0.^ O �mm I) moo: .l �Pnam r? ® gravel .4 ^ 0 �Ar F�c° `r�9j o S89053'40"W 1293.92' F NEW '�ooy Land now or formerly of: ,`f�ab.EH(p�O,➢ e ° Ef G Property Holdln] II Inc. 4 hQ'p Land now or formed of: y Richard James MCE3 de W It - /1N�yo �c \ S&O LAN05 .,o..v.. o �ai. ..iY,..�, �.'.,e.:,o.. NOTES: .o€71 MONUMENT FOUND JOHN C. EHLERS LAND SURVEYOR 6RAPHI6 5GALE 1"= 60, 6EASTMAINSTREET N.Y.S.LIC.NO.50202 TOTAL AREA PARGEL = 122,245 5F OR 16.5q AGRE5 _ RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 (TO TIE LINE OF APRIL 2000) REF.-C:\Users\lohn\Dmpbox\2000 PROS\2�-153 for final.pro 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 (Two (2) dimensions (ft.) measured from West Motel pry / building corners to cover @ grade) LINE OF APP T 0� / SITE WEST MOTEL SYSTEM NW SW HIGH Wl,TER / 3800 DUCK P.)ND ROAD PUMP STATION 156 0 180 (Two (2) dimensions (ft ) measured from East Motel / Co'�O ' CAA� t„ building corners to cover @ grade) EAST MOTEL SYSTEM NE SE PUMP STATION 51 0 170 F <o16; a Cc O<} Pb / NEW 4' H CHAIN SS c O o �r Southold ? / LINK PENCE vL�rSOr �F7, 0} 0Ti0 - Peconic /. FS +1 so BEACH N\N IMP „ b ylx TABLE OF TRAINING CENTER SEWAGE DISPOSAL SYSTEM COMPONENTS COASTAL EROSION (Two (2) dimen ions (ft.) measured from Training " "' ae* Cutchogue 9 1 / Center corners A .& to cover @ grade) TMO pb\ / FXI CE G �F \I HAZARD LINE TRAINING"CENTER SYSTEM A 9 B ) New 5uffolII, SXIS WAG ':S1- E F PVC TSDR�35 \\I ATFUS NDRYE DOME SMHAIS MANHOLE 35 0 43.0 r , an ° °Mattltuckal N„ws„fto1kq" 0 / EXISTING T Ll TO EMIAN u sown \/ ,J E TIN l/ �\ J- T� \ xsm, Laurel ' - EST R \ca"` �v/ 2oryp� B DIN CI,DI''L INK �O �yh rs FE GE �d \ XISTING FOUR (4) ANITARY EXISTING 4, \ MP STORM EXISTING WELL NOTES: / EXISTING O` WELL W-1 : / SANITARY S TION Up POOLS(TYP.) � No. 5120279 NW p,U.MP TING 4' S INSTALLED BY KREIGER WELL & PUMP / ''STATION EUSTH CW Ca ° CORP. COMPLETED AUGUST, 2002. SUFFOLK COUNTY & GREASE 5' DEPARTMENT OF GO TRAP EXISTING z ,� .�i`i E F WELL 884 HEALTH SERVICES A LL SW 25"p P- �`p EXI§T EDGE OF PAV T INSTALLED BY KREIGER WELL & PUMP moo"'"� ,gyp { a ST y \ � CERYt p��y°�e CORP. COMPLETED JUNE, 1976. REFERENCE NUMBER s s at y 0" 4 NOTE C 1 0 - 08 - 008 CB E TING AV AlTARY W-1 AND W-2 ARE NOT CONNECTED TO E EN MAIN THE POTABLE WATER SYSTEM. � FwM F I I y, - 4� f O STRUCTURE e q(npP XISTIN wM METES AND BOUNDS, WETLAND5 AND PHYSICAL 57RUCTLJRES 1rk ARE 5GALED DIMEN51ONALY FROM SURVEY BY JOHN C. "CW AE%IS G 4" % \ �S�R� EHLERS LAND SURVEYOR DATED 4/5/00 \E S NG 6"0 (OS� SADDLE or o P.VC DR-35 r O VG_ y & BLOW "9 �"4� TOTAL AREA OF PARCEL = 16.511 ACRE5 OF SEMBLY EXISTING \ m p .0 �` }\S S� STORM \ a (} ELEV.ATION5 REFERENCE U.S.G.S. \ ��'�,),\ PSG IS XIST G _ _ ING- - - POOL (TYP.) 6 6 �o�G SITUATE: s r Q STRUCT IT - _ _ _ _ N STI G EXISTI G y0 3800 DUCK POND ROAD EXISTING ,y MN E N SMH1 FIVE (5)10, �Oo�} TOWN OF SOUTHOLD $ STORM \ EXISTING o (TYP) EXISTINGCUT?HOSJE SYSTEM �-�AN ITARY SW i� 8I . 8' O (TYp ) PWP 2'0 BOCCI BALL i :.,1• DEPTH ��- SUFFOLK COUNTY, NY STAI'IDIy C C PAD SANI COURT / S ORM 5.CT.M. SECTION, LOT 4 BLOCK 7 �6 y / TO r' EXISTING 8" P IN STREET �ti LEACHING '�c 1000-83-2-1 6 FOR 4" IRE SERVICE - - _ E TI G 2"CW EXISTING OUT O So 1000-83-2-2 SERVI E BY SCWA EXIST S s E STING �p 1000-83-2-I'1.2 5 ° " SWIMMING FoQQ .p' LOCATION OF SUBSURFACE FACILITIES 15 APPROXIMATE AND 4 TO PR ERTY LINE s O „ S RM +CAS P EXISTING 4"CW IS NG 4 .F5 pp BYO r0 SHOULD BE TAKEN AS SUCH. CONTRACTOR SHALL FIELD ` m FIVE (s) o F vERIFY THE LOCATIONS OF EXI5TINe UTIUTIE5 A5 REGUIRED 3 10.5.11 RAINING CENTER ASBUIL MG SANKSEPTIs ��o �r'y BY THE WORK. 2 7.26,10 SCDHS 5.21.10 COMMENT MG E IN C C 10 Dik DO <� 1 5.06.10 ISSUED TO SCDHS MG EXISTING SIAMESE CONNECTION D\ al Nam: , REV DATE DESCRIPTION BY HYDRAN fox EXISTING HOT-BOX FOR S �u' TAX LOT #83-2-1 , 2 AND 17.2 HAVE EXISTIN DOMESTIC AND FIRE SERVICES �. �_ K BEEN MERGED AND AND A NEW TAX MAP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, / y NUMBER ASSIGNED BY SUFFOLK COUNTY STREET Nv FROM STREET. \ 1 0 ' D D1 ' Dk REAL PROPERT 17.3) REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A MAIN +� EXISTING 3" WATER SERVICE FROM METER TO RPZ �, 2 { 7 SIXTEEN EXISTING WELL �9 FORMER 83-2 1, 2 AND 17.2 TAX MAP LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY BY SCWAG \ <�� ^� 1 ' u p7 a DU' (16) �W-2 c''Pr NUMBEROLE B-2 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM V y p' O BEARING THE SEAL OF AN ARCHITECT ENGINEER IS EXISTING WATER i MISTER �. L EXISTING / 'i INSIDE PROPERTY LINE s ; 1 UTA. K SANITARY S � ALTERED, THE ALTERING ARCHITECT/ENGINEER AXIS LEACHING /' F6, "Py y SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND N EXISTING 4" WATER TAP s POOLS AND <c 02 BUILDING GROSS FLOOR THE NOTATION "ALTERED BY" FOLLOWED BY ` IN STREET FOR 2" s F,�,n EQUIP i 'O K O m K FIVE (5) / So 0 o AREA SCHEDULE: HIS/HER SIGNATURE AND THE DATE OF SUCH \ SERVICE BY SCWA TO RQQM LfS EXISTING / S 1.WEST MOTEL:8,030 SF tv` 6` ALTERATION, AND A SPECIFIC DESCRIPTION OF THE METER O PROPERTY LINE t,. SANITARY / & 'PL 2.EAST MOTEL:8,285 ALTERATION ON THE DRAWING. DISTRIBUTION 90 4 3.RESTAURANT:3,154 SF APPROX. 1000' FROM wm LEACHING // / 'ru. rro 4.CABANA:1,634 SF VISTA 1:1111111CI POOLS TABLE (OF SEWAGE DIS OS L SYSTEM•'COMPONENTS 5.TRAINING CENTER:18,000 SF (Two (2) dimensions (ft.) measured from Cabana "THE PLANS AND SPECIFICATIONS HEREIN ARE building corners to cover @ grade) INTENDED FOR THE SUBJECT PROJECT ONLY AS A EX I57I NG TREE SANITARY LEACHING POOL rRC MC LC RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN LP1 3MIS LC THE OWNER AND JAMES, LASALA & ASSOCIATES, LINE (TYP) Lot / 38.6 87.0 U.P. THESE PLANS AND SPECIFICATIONS WILL BE LP3 / - 386 66.0 THE SUBJECT OF A COPYRIGHT PETITION AND MAY LP4 / - 270 .0 THE WRITTEN AUTHORITY OF JAMES, LASALA &ASSOCIATES, LLP." NOT BE REVISED OR REUSED BY ANYONE WITHOUT is LP5 / - 96.0 113.0 ,rt - LP7 - 104.0 138.0 I LP8 / - 97.0 126 0 HARVEY BIENSTOCK P.E. LLC LP9 % - 101.0 121.0 LP10 / - 113.6 128.0 - - ,_ LP11/ _ 111.0 118.0 - �� --- _ n LPyT 95.0 102.0 761-80 COATES AVENUE o(/j L,P13 _ 81 0 83.0 HOLBROOK, NY 11741 P14 786 69.0 PROPERTY LINE TELEPHONE: 516.972.6888 Q E;XI5TIN6 TREE LINE % LP15 - 61 .0 56.0 FACSIMILE: 631.852.5888 JOB OBAE-00146 (TYP) / LP16 - 52.0 63.6 JOB 08AE-00014 DLP1 ARtY DISTRIBUTION LEACHING 1.0 POOL59.6 EHAS"L 0111ACALONE 6\ / / DLP2 50.0 820 -M�a." Ca.��r P.C. 0 AV) DLP3 82 AI'7(,�0 113 0 r& �0 DLP4 - 91.0 108.0 /Z 0 CLIPS - 760 66.0 431 CONKLIN STREET -4 / SEPTIC TANKS FARMINGDALE, NEW YORK 11735 �C 0 �o j ST1 85.0 76.0 TEL:(516)420-8383 FAX:(516)420-0195 O ST2 73,0 65.0 PROPERTY LINE ~0 FO / / ST3 96 0 85.0 PROJECT ST5 87 D 76.0 SANTORINI BEACH RESORT / DISTRIBUTION BOX, DIET 80 D 66.0 3800 DUCK POND ROAD / g�71% CUTCHOGUE, NEW YORK 11935 9j,0/, / / o, i DPAtAi '✓,. / si3'4a'w I2a3.az I m e LAND NOW OR FORMERLY OF PROPERTY LINE LAND NOW OR FORMERLY OF DATE DRAWN BY o NIGHOLA5 ALLIANO TIMOTHY T STEELE 4 JEANE P. STEELS l/28/OB M.r. SCALE CHECKED BY _ AS-NOTED AB 151 0 ', KC PROJECT08AE00014 S E T 1 OF 1 Ltr�W; A WING NO. : FINAL AS-BUILT SURVEY OF SANITARY SEWER J`' `" "' ° '' ` °74 = =. AN-AB1 Cr C?i -, r;f OV,ct2waffirlila^aoement �a-a 1 "=40' - O � Of' NlYi y FIRE ALARM SYMBOL LEGEND - NEW DEVICES FIRE ALARM NOTES: SYMBOL DESCRIPTION MANUFACT. MODEL NUMBER ADDITIONAL PARTS QUANTITY 1. GENERAL INFORMATION SEE BATTERY A. THE ARE ALARM SYSTEM SHALL BE A NEW SYSTEM. FRCP ARE ALARM CONTROL PANEL ET EST3 CALICS FOR PANEL COMPONENTS 1 C. ALL EQUIPMENT THE FACP L TRANSMIT SIGNALS ALL S COMMUNICATORTED IN TALLEDIN COMPLAN EWITHLLOCAL ORDINANCE L CENTRAL USTED S, NFPA-772RECOMMENDATIONS, LISTED DISTANCES & 3-ANNCPUI 3-RLCM/D (REQ) MANUFACTURER SPECIFICATIONS. [ED REMOTE ANNUNCIATOR EST 3-LCD RLCM/B-S (REQ) 1 D. THE INSTALLATION OF ALL WIRING, CABLE SHALL BE IN COMPLIANCE LOCAL ORDINANCES, NFPA-70 AND MANUFACTURER SPECIFICATIONS. E. ACCURATE WIRING DIAGRAMS SHALL BE SUPPLED FOR "AS-BUILT PLAN" PURPOSES. ANY DISCREPANCIES, CHANGES AND / OR MiN MANUAL FAN RESTART ET SIGA-CC1 PROGRAMED 1 ALTERATIONS MADE TO THE ARCHITECTURAL FLOOR PLANS AND / OR INTERCONNECTING SYSTEMS (SPRINKLER, HVAC, STRUCTURAL, ETC.) TO FACP BUTTONS SHALL BE DOCUMENTED AND SUPPLED FOR "AS-BUILT PLAN" PURPOSES. F. ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE. POWER SUPPLY - REMOTE�MOUNT EST BPS6A NONE POWER SUPPLY - REMOTE MOUNT EST BPS6A NONE G. CONCEALED DEVICES SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. H. EACH INITIATING DEVICE SHALL BE CLEARLY LABELED FOR ITS RESPECTIVE ZONE, CIRCUIT AND / OR ADDRESS. SO SMOKE DETECTOR EST SIGA-PS SIGA-SB (REQ) 67 I. ALTERATION AND / OR CHANGES TO THE ARE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A LICENSED ENGINEER OR THE AUTHORITY HAVING JURISDICTION. m a xa m B D SIGA-270 2768-RSB (OPT) 13 2. REMOTE ANNUNCIATOR INFORMATION F S S F S H S S S F S S 5 S V9DUCT) NUAL FIRE ALARM PULL STATION ET 270-SPO P-027193 (OPT) A. THE REMOTE ANNUNCIATOR SHALL BE LOCATED AT THE MAIN ENTRANCE. N3-4 N3a N3-2 N3-1 1-68 1-M23 1-69 1-70 I-M24 1-71 1-72 1-73 1-74 1-75 1-M25 1-76 1-77 1-76 1-79 3. SMOKE AND HEAT DETECTORS AT DETECTOR ET SIGA-HFS SIGA-SB (REQ) 4 A. EACH SMOKE OR HEAT DETECTOR SHALL NOT BE INSTALLED WITHIN 4" OF A SIDE WALL. � FLOOR 3RD FOR B. EACH WALL MOUNTED SMOKE OR HEAT DETECTOR SHALL BE INSTALLED BETWEEN 4" & 12' DOWN FROM THE CEILING. FLWR CT SMOKE DETECTOR (MOUNT ON RETURN ET SIGA-DH SIGA-SB (REQ) C. EACH SMOKE DETECTOR SHALL NOT BE INTALLED WITHIN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING2ND FLOOR 2ND SIGA-PS 6261-003 (REQ) 8 D. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN A 36' HORIZONTAL PATH FROM THE TIP OF THE BLADE OF A 15m 15cd Ism 15ca 11Um 116m 1xa CEIUNG-SUSPENDED (PADDLE) FAN. 15m 15m nova B Nl REMOTE ALARM INDICATOR LAMP EST SIGA-LED NONE 8 4. MANUAL FIRE ALARM PULL STATIONS ® H H © H H H H H H MM I-s7 I-M22 I_ Sss 1-s5 1-9 I-63 1-M21 1-62 -M20 I-Mls 1-61 1-66 1-9F F S S S A. THE OPERABLE PART OF EACH PULL STATION SHALL BE MOUNTED 42"-48" FROM THE FINISHED FLOOR. N2-10 42-9 42-6 62-7 N2-6 62-5 42-4 42-3 42-2 N2-I MONITOR MODULE - DUAL DRY CONTACT B. EACH PULL STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE. N N DUAL CIRCUITS EST SIGA-CT2 27193-11 (OPT) 1 C. EACH PULL STATION SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. D D. A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITH 5' OF EACH SIDE OF THE U R R S F S S S S S -4 F S S S S S S S S DR 5 DR S S -5 F 1 MONITOR MODULE - SINGLE DRY CONTACT AN-3 N-I RN-2 37 M16 6 39 0 41 42 M17 5 fi 9 9 50 51 53 54 fi 57 MI0 55 MM EST SIGA-CT1 27193-11 (OPT) 3 OPENING. CIRCUIT 5. NOTIFICATION APPLIANCES2ND FLOOR A. ALL AUDIBLE DEVICES SHALL HAVE A TEMPORAL-3 CODE. 2ND FLOOR ® RELAY EST SIGA-CR 27193-11 (OPT) 4 B. A SUFFICIENT NUMBER OF AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE ARE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE MNN LDR SPARE NAC MNN LEVEL ® RELAY (MULTI-VOLTAGE) ET MR-101/C NONE 8 C. ALL STROBE APPUANCES SHALL HAVE A SYNCHRONIZED LIGHT PULSE OUTPUT AND REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS. Wr wx WN wn Wu BUILDING. nss run naw a xN D. THE BOTTOM OF THE STROBE LENS OF ALL WALL MOUNTED STROBE & AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE MOUNTED 8 R R R R R F S S 5 S S MM DUAL F 5 S S S S S S S S H S AR AR AR HORN STROBE (CANDELA SPECIFIED ON FLOOR AT 80" ABOVE THE FINISHED FLOOR. PH-5 NI-I PH-2 AII-3 PH-4 LJ PLAN) EST G1 RF-HDVM 27193-11 (OPT) 17 6. SPRINKLER SYSTEM INFORMATION C I-MI5 1-36 1-35 1-34 1-33 1-32 1-1,14 I-MI2 1-M11 1-31 1-30 1-29 1-26 1-27 I-26 1-25 1-24 1-23 1-22 1-21 I-MIo I-M9 I-MB A. EACH SPRINKLER SYSTEM DEVICE(S) AND/OR PUMP(S) SHALL BE MONITORED BY THE FACP. Ism E'd Ism Ixa 15ca 11Od 1Rd Ixa 61 ® STROBE (CANDELA SPECIFIED ON FLOOR PLAN) EST G1RF-VM 27193-11 (OPT) g 7 HEATING VENTILATION AIR CONDITIONING (HVAC) INFORMATION H H H H H H H H ANN NFlt MM S S S DR S S DR S DR DR S S F S S DR S S F H S S AR A. PLEASE REFER TO HVAC SCHEDULE FOR UNIT INFORMATON. B. DUCT SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY THE MECHANICAL CODE OF NEW YORK STATE (SECTION 606 - SMOKE B FURNISHED & INSTALLED BY OTHERS 1 N1-n NI-IB NI-9 NI-8 x1-7 NI-6 NI-5 NI-4 NI-3 NI-2 N1-1 B 1-M3 M4 3 4 5 6 6 9 0 M5 3 5 fi Nfi B 9 0 M AUTOMATIC EXT NGUISHING SYSTEM CONTROL DETECTION SYSTEMS CONTROL) AND IN ACCORDANCE WITH NFPA-72 & MANUFACTURER SPECIFICATIONS. AS PER SECTION 606, DUCT SMOKE ® PANEL (ALARM MONITOR) DETECTORS ARE NOT REQUIRED WHEN ALL PORTIONS OF THE BUILDING SERVED BY THE AIR DISTRIBUTION SYSTEM ARE PROTECTED BY AREA PS TO GROUND TO 120 VAC FACP NETWORK COMMUNICATION TO MAIN CONTROL PANEL ELEVATOR CONTROLLER (PRIMARY RECALL & SMOKE DETECTORS CONNECTED TO A FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 907.2 OF THE FIRE CODE OF NEW YORK STATE TO 120 VAC TO GROUND ALTERNATE RECALL) FURNISHED & INSTALLED BY OTHERS 1 AND NFPA-72. P_1 E_1 FIRE ALARM WIRE TABLE ELEVATOR POWER SHUNT (DISCONNECT POWER C. EACH HVAC UNIT SHALL SHUTDOWN UPON RECEIPT OF ANY FIRE ALARM SIGNAL IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW SYMAOL 16-2 TWISTEDDSHIELDED MBELDENT N6220FKLP MODEL FPL MODEL 5220FJ UPON RECALL) FURNISHED & INSTALLED BY OTHERS 1 YORK STATE (SECTION 606.4). RISER DIAGRAM 8 SEQUENCE OF OPERATIONS HVAC MOTOR STARTER LOCATION (UNIT A. NORMAL STATE - FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA INITIATING DEVICES. B 14-2 TWISTED BELDEN 612OUL 512OUL ® FURNISHED & INSTALLED BY OTHERS 8 SHUTDOWN UPON ALARM) B. ALARM CONDITION - ACTIVATION OF ANY INITIATING DEVICE SHALL REPORT AN ALARMI CONDITION TO THE FACP AND IMMEDIATELY NOTIFY C 18-2 TWISTED BELDEN 6320UL 5320UL CENTRAL STATION. UPON ALARM CONDITION, THE ARE DEPARTMENT SHALL BE NOTIFIED VIA CENTRAL STATION, OCCUPANTS SHALL BE SPRINKLER SYSTEM - PRESSURE DEVICE FURNISHED & INSTALLED BY OTHERS 1 NOTIFIED VIA NOTIFICATION APPUANCES & ALL OUTPUT/ WIRE CONTROL FUNCTIONS SHALL BE ACTIVATED AS REQUIRED (HVAC SHUTDOWN, ELEVATOR D i6-2 TWISTED 6220UJ 5220UJ vfiss (ALARM MONITOR) RECALL, ETC.). E EXISTING WIRE TO REMAIN SOLENOID VALVE DEVICE (OPEN AFTER C. SUPERVISORY CONDITION - ACTIVATION OF A TAMPER SWITCH OR MALFUNCTION THAT HINDERS THE PERFORMANCE OF THE FIRE ALARM NOTE: USE FPLP FOR PLENUM; USE FPL FOR NON-PLENUM DEACTIVATION OF ELECTRICAL EQUIPMENT) FURNISHED & INSTALLED BY OTHERS 1 SYSTEM SHALL REPORT A TROUBLE CONDITION TO THE FACP AND IMMEDIATELY NOTIFY CENTRAL STATION. UPON A TROUBLE CONDITION, THE INSTALLATION CONTRACTOR SHALL BE NOTIFIED VIA CENTRAL STATION & FACP SHALL SOUND ALERT TONE. ARP TAMPER SWITCH DEVICE FURNISHED & INSTALLED BY OTHERS 1 D. CENTRAL STATION NOTIFICATION SHALL BE MADE DIRECTLY FROM FACP, EXTERNAL COMMUNICATOR OR BY MAIN BUILDING FACP IF FACP 15 (MONITOR ACTNATION FOR TROUBLE) A SUB-PANEL nnw WATER FLOW DEVICE FURNISHED & INSTALLED BY OTHERS 1 (MONITOR ACTIVATION FOR ALARM) HVAC UNIT SCHEDULE & TYPE - - TAG C.F.M. TONS RN-1 2000 5 RTU-2 2000 5 FLAT E RTU-3 2000 5 tt AREA AH-1 2000 5 AH-2 2000 5 Ai-3 2000 5 AH-4 2000 5 AH-5 2000 5 DUMB ATRC Zul TOILET J04 1-7s 3053-4 I-n EXTERIOR MULTI - PURPOSE DECK O O N5cdU=/ (/15cd I-69 CORRIDOR H N3 z ATRC S S 302 S 2 O � 1-74 F I-M25 1-76 LOBBY 15 ELEV. S \ m O H S SrO N3-I 1_71 I-72 1-73 303 5 fl I I-M24 i1 ATnc PLAN NOTATION LEGEND (NOTE: ALL SYMBOLS MAY NOT BE USED) \� SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION 0 SUSPENDED PUSH-UP TILE CEILING ARE RATED WALL (SHEETROCK EXTENDS TO DECK) / \ O FINISHED TYPE CEILING (PROVIDE ACCESS HATCH NOT RATED WALL (SHEETROCK EXTENDS MINIMUM FOR OEVICES ABOVE AS REQUIRED) 12" BELOW DECK) LZ3 NO CEILING - OPEN TO DECK — — — SOFFIT / ELEVATION CHANGE ® OPEN TO FLOOR ABOVE STRUCTURAL I-BEAM (MINIMUM OF 12' OEPM UNLESS OTHER N01ID) NNOn AHJ / FIRE DEPARTMENT KNOX BOX - - - - LOW WALL (MINIMUM OF 15' BELOW COUNG) .y� END OF LINE RESISTOR BEAM DETECTOR PATH (PER MANUFACTURER SPECIFICATIONS) (MAINTAIN UNOBSTRUCTED PATH) �— RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT 3RD FLOOR FIRE ALARM DEVICE PLAN_ Q FIRE MARSHAL STAMP BOX M. 1/ 1-4 I H �H N` Poll SIll 177 TORAGE—7 a77E6CTRIC — — — — — — — 1 R DR N1_3 1-7 I-2 ❑ ❑ I-M1e O O FACP TAM PSI 1 1 AH-2 1_8 1-6 N2-fi H NZ-5 P=0U R DR 0116 ID5 OS STORAGE O P=91 RTU-3 9 GAME ROOM g fi6 0 59 RTU IL RTU-1 R DR n 55 103 N1-B- _ PANTRY BREAK OUT ROOM �� ni R DR IO I-52 1O NI-2 O O 107 10 9 I-5s CORRIDOR 1-54 AH-5 I_3 - 126 5 I-27 O DATA CENTER dvnc a= NI-1 x _ — — — — — — — — e i A= 1-57 MEETING ROOM 1 02 R DR 7sca s S - �i 'i I � -M22 ■ ❑ 1 4 H MI-7� --M19 SERVICE KITCHEN 206 N2-4 a 203 ❑ ❑ 0 I T x _ BREAK OUT ROOM EIINI-6 O$ O O 20B s LOBBY 75cd O —~� N2-3 101 OS � CORRIDORI I-61 1-ss I-fi] O O O AH-3 L 1-23 10B I H 1-29 > 1-55 1-50 t-4e NIlL m 1-33 R DR fi -17 2 115 I-22 a DUMB CL ET Os \ I-IB C/ 15cd ELEVATOR S H sm WAITOR 5 m 7 S \ < H NI-5 J 1-1e 1-I9 �, AR O STORAGE ❑ H F� H S AR 1-M7 OFFlCE 110 F LOBBY O CORRIDOR O J.C. & STORAGE I-Ms 1"30 S S 1 201 1-41 r 2 77 N2-7 1-42 209 1-20 AH-T \ / 131 $1 ■ O �7 MRORO STORAGE -M2s MULTI-PURPOSE 5a EllORhWN NNE N2-O 1-15 ❑ 202 � BREAK OUT ROOM .j, 1-s2 I-85 H NZ-1 ❑❑ �< _10 �$ ( F 11e F21-31F= TOILET 1-32 \ O 210 p� *w ? - ❑ ❑ 21k 1-4 S 5 1-MI - m -5<AI N2-B O / I-Mu ae Zl Flu 1-12 1-14 I-M I7 N2-91-43 �� I-MI5 L — ---------- — J ❑ ❑ Q�� \ m ro In1ii z 1-35 NI-11 V' — — 7 211 0 O � NI-4 � y 1-M5 GARAGE "3s \ O o 2 CLOSET ""�\ 1-13 \\ \ s i O REV DATE DESCRIPTION 0 EAR 116 n V I-64 A.0 10-08-10 ORIGINAL SUBMISSION TO AHJ 1-36 �.� �i ti 41 RG FIRE INSPECTION A ��. REQUIRED OPENING PENING 1� 07 DESIGN BY AND VENDOR: INSTALLATION CONTRACTOR: CASEY SYSTEMS, INC. PROJECT INFORMATION: NORTHGATE ELECTRIC CORPORATION 209 LAFAYETTE DRIVE COMMUNITY CENTER AT 30 BRIARFIELD LANE SYOSSET, NY 11791 HUNTINGTON, NY 11743 MAIN LEVEL FIRE ALARM DEVICE PLAN 2ND FLOOR FIRE ALARM DEVICE PLAN © SANTORINI BEACHCOMBER RESORT CONTACT: 6- CARPENTER NY STATE UCENSE NUMBER: 12000007069 3800 DUCK POND ROAD LICENSEE: MARTIN BASS TEL: 516-433-4700 M SPAS. IN - l'-0• = CUTCHOGUE, NY 11935 CONTACT: MARTIN BASS FAX: 516-433-1131 SCALE h. = 1N�II0 TEL: 631-271-2242 FAX: 631-271-2245 PAGE NUMBER: JOB NUMBER: /� 1 OF 1 CS-10-28-SH FIRE ALARM SYMBOL LEGEND - NEW DEVICES FIRE ALARM NOTES: SYMBOL DESCRIPTION MANUFACT, MODEL NUMBER ADDITIONAL PARTS QUANTITY 1.A GENERAL I ALARM ATION SYSTEM SEE BATTERYTHE SHALL BE A NEW SYSTEM. ENTRAL STATION. THE FACP ED MIT LS FACP FIRE ALARM CONTROL PANEL EST EST3 PANE COMPONENTS CALL EQUIPMENT SHALL ALL INSTALLEDAN COMPLIANCE�WITH CLLOCALNIORDNANCES,LNLFPAE72CRECOMMENDATIONS, LISTED DISTANCES & 3-ANNCPUI 3-RLCM/D (RED) MANUFACTURER SPECIFICATIONS. REMOTE ANNUNCIATOR EST 3-LCD RLCM/B-S (REQ) 1 D. THE INSTALLATION OF ALL WIRING, CABLE SHALL BE IN COMPLIANCE LOCAL ORDINANCES, NFPA-70 AND MANUFACTURER SPECIFICATIONS. E. ACCURATE WIRING DIAGRAMS SHALL BE SUPPLED FOR "AS-BUILT PLAN" PURPOSES. ANY DISCREPANCIES, CHANGES AND / OR PROGRAMED 1 ALTERATIONS MADE TO THE ARCHITECTURAL FLOOR PLANS AND / OR INTERCONNECTING SYSTEMS (SPRINKLER, HVAC, STRUCTURAL, ETC.) Ls MANUAL FAN RESTART EST SIGA-0 TO FACP BUTTONS SHALL BE DOCUMENTED AND SUPPUED FOR "AS-BUILT PLAN' PURPOSES. F. ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE. PS POWER SUPPLY - REMOTE MOUNT EST BPS6A NONE 1 G. CONCEALED DEVICES SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. H. EACH INITIATING DEVICE SHALL BE CLEARLY LABELED FOR ITS RESPECTIVE ZONE, CIRCUIT AND / OR ADDRESS. OS SMOKE DETECTOR EST SIGA-PS SIGA-SB (RED) 67 I. ALTERATION AND / OR CHANGES TO THE FIRE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A UCENSED 15m lsca sm sm B D ENGINEER OR THE AUTHORITY HAVING JURISDICTION, Q H H S F S S F S H S S S F S 5 S S SIGA-270 276B-RSB (OPT) 2. REMOTE ANNUNCIATOR INFORMATION N3-4 N3-3 N3-2 N3-1 1-68 I-M23 I-ss Tao I-M24 1-71 1-72 1-73 1-74 1-75 I-M25 1-7s I-n 1-7e 1-7s MANUAL FIRE AARM PULL STATION EST 270-SPO P-027193 (OPT) 3 A. THE REMOTE ANNUNCIATOR SHALL BE LOCATED AT THE MAIN ENTRANCE. 3. SMOKE AND HEAT DETECTORS H HEAT DETECTOR EST SIGA-HFS SIGA-SB (REQ) 4 A. EACH SMOKE OR HEAT DETECTOR SHALL NOT BE INSTALLED WITHIN 4" OF A SIDE WALL. 3RD FLOOR 2ND FLOOR O B. EACH WALL MOUNTED SMOKE OR HEAT DETECTOR SHALL BE INSTALLED BETWEEN 4' & 12" DOWN FROM THE CEILING. 2ND FOR DUCT SMOKE DETECTOR (MOUNT ON RETURN EST SIGA-DH SIGA-SB (REQ) 8 C. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN 36" FROM AN AIR SUPPLY DIFFUSER OR RETURN AIR OPENING Tr 15d 15m 15ca 11o'd n6m 15ca DR DUCT) SIGA-PS 6261-003 (REQ) D. EACH SMOKE DETECTOR SHALL NOT BE INSTALLED WITHIN A 36" HORIZONTAL PATH FROM THE TIP OF THE BLADE OF A Isca B CEIUNG-SUSPENDED (PADDLE) FAN. H H H H H H MM S S S -6 F S F F 5 S -5 ® REMOTE ALARM INDICATOR LAMP EST SIGA—LED NONE 8 4. MANUAL FIRE ALARM PULL STATIONS N2-m N2-5 N2-4 N2-3 N2-2 N2-1 s7 M2z ss s5 fi4 63 MZ 62 M20 I-M19 61 fi0 59 A. THE OPERABLE PART OF EACH PULL STATION SHALL BE MOUNTED 42"-48" FROM THE FINISHED FLOOR. AL B. EACH PULL STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE. DMONITOR MODULE - DUAL DRY CONTACT EST SIGA-CT2 27193-11 (OPT) 1 C. EACH PULL STATON SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. S F S S S S S S F S S S S S - DR S - -5 F 1-58 DR DUAL CIRCUITSD. A PULL STATION SHALL LL LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITH 5' OF EACH SIDE OF THE z 1_37 -M16 1-38 1-39 1-40 1-41 1-42 1-43 I-MI7 1-44 1-45 1-46 a 6 s 0 s2 53 s s 57 u e FM MM MONITOR MODULE - SINGLE DRY CONTACT EST SIGA-CT1 27193-11 (OPT) 3 OPENING. 2ND CIRCUIT 5. NOTIFICATION APPLIANCES 2ND FLOOR A. ALL AUDIBLE DEVICES SHALL HAVE A TEMPORAL-3 CODE. IIWN LEVEL ® RELAY EST SIGA-CR 27193-11 (OPT) 4 B. A SUFFICIENT NUMBER OF AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE ARE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE MNN LEVEL SPARE NAC BUILDING. rAFss swc Anw nry s1u C. ALL STROBE APPLIANCES SHALL HAVE A SYNCHRONIZED LIGHT PULSE OUTPUT AND REMAIN ACTIVE AFTER SILENCE FUNCTION OCCURS. B ® RELAY (MULTI-VOLTAGE) EST MR-101/C NONE 8 D. THE BOTTOM OF THE STROBE LENS OF ALL WALL MOUNTED STROBE & AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE MOUNTED R R R R R F S S S S S MM DUAL F S S S S S S S S S H S AR AR AR AT 80" ABOVE THE FINISHED FLOOR. AH-5 AU-1 AH-2 AH-3 AH-4 1-1415 1-36 1-35 1-34 1-33 1-32 I-MR 1-MI2 I-MI1 1-31 1-30 1-29 °8 1-27 1-26 1-25 1-24 1-23 1-22 1-21 I-MID I-Mg 1-Me C AL AL d RL M �� HORN STROBE (CANDELA SPECIFIED ON FLOOR EST GIRF-HDVM 27193-11 (OPT) 17 6. SPRINKLER SYSTEM INFORMATION LH J PLAN) A. EACH SPRINKLER SYSTEM DEVICES) AND/OR PUMPS) SHALL BE MONITORED BY THE FACP. sm 5cd d �d II`o�a d 5ca 8 B+D D m 5m rl I—I ® u n MM S 5 S DR S S DR S DR DR S S F S S lDR S S F H S 5 AR © 7 HEATING VENTILATION AIR CONDITIONING (HVAC) INFORMATION H H H ® H H H H H ANN STROBE (CANDELA SPECIFIED ON FLOOR PLAN) EST G1RF-VM 27193-11 (OPT) 8 A PLEASE REFER TO HVAC SCHEDULE FOR UNIT INFORMATION. NI-u NI-t0 NI-s N1-B NI-7 NI-fi N1-5 N1-+ NI-0 NI-2 NI-I B I-M3 M4 1-2 1-3 1-4 1-5 1-6 1-7 1-B I-s -10 1-II 1-12 I-M5 1-13 1-14 1-15 1-16 1-17 I-M6 1-18 1-19 1-20 1-M7 B. DUCT SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY THE MECHANICAL CODE OF NEW YORK STATE (SECTION 606 - SMOKE B 0 AUTOMATIC EXTINGUISHING SYSTEM CONTROL FURNISHED & INSTALLED BY OTHERS 1 DETECTION SYSTEMS CONTROL) AND IN ACCORDANCE WITH NFPA-72 & MANUFACTURER SPECIFICATIONS. AS PER SECTION 606, DUCT SMOKE PANEL (ALARM MONITOR) DETECTORS ARE NOT REQUIRED WHEN ALL PORTIONS OF THE BUILDING SERVED BY THE .AIR DISTRIBUTION SYSTEM ARE PROTECTED BY AREA PS TO GROUND TO 12O VAC FACP NETWORK COMMUNICATION TO MAIN CONTROL PANEL ELEVATOR CONTROLLER (PRIMARY RECALL & SMOKE DEFECTORS CONNECTED TO A FIRE ALARM SYSTEM IN ACCORDANCE WITH SECTION 907.2 OF THE FIRE CODE OF NEW YORK STATE TO 120 VAC TO GROUND ® FURNISHED & INSTALLED BY OTHERS 1 AND NFPA-72. ' ' FIRE ALARM WIRE TABLE ALTERNATE RECAIl) SYMBOL DESCRIPTION MANUFACT. FPLP MODEL FPL MODEL C. EACH HVAC UNIT SHALL SHUTDOWN UPON RECEIPT OF ANY ARE ALARM SIGNAL IN ACCORDANCE WITH THE MECHANICAL CODE OF NEW RISER DIAGRAM A 16-2 TWISTED SHIELDED BELDEN 6220FK 5220FJ ELEVATOR POWER SHUNT (DISCONNECT POWER FURNISHED & INSTALLED BY OTHERS 1 YORK STATE (SECTION 606.4). UPON RECALL) 8 SEQUENCE OF OPERATIONS B 14-2 TWISTED BFIDEN 6120UL 5 HVAC MOTOR STARTER LOCATION (LINT FURNISHED & INSTALLED BY OTHERS 8 A. NORMAL STATE - FIRE ALARM SYSTEM SHALL PROTECT PREMISES VIA INITIATING DEVICES. C 18-2 TWISTED BELDEN 632OUL 532OUL SHUTDOWN UPON ALARM) B. ALARM CONDITION - ACTIVATION OF ANY INITIATING DEVICE SHALL REPORT AN ALARM CONDITION TO THE FACP AND IMMEDIATELY NOTIFY CENTRAL STATION. UPON ALARM CONDITION, THE FIRE DEPARTMENT SHALL BE NOTIFIED VIA CENTRAL STATION, OCCUPANTS SHALL BE D 16-2 TWISTED BEIDEN 6220UJ 5220UJ �� SPRINKLER SYSTEM - PRESSURE ULVICE FURNISHED & INSTALLED 3Y OTHERS 1 NOTIFIED VIA NOTIFICATION APPLIANCES & ALL OUTPUT/CONTROL FUNCTIONS SHALL BE ACTIVATED AS REQUIRED (HVAC SHUTDOWN, ELEVATOR E EXISTING WIRE TO REMAIN (ALARM MONBOR) RECALL, ETC.). NOTE: USE FPLP FOR PLENUM; USE FPL FOR NON-PLENUM SOLENOID VALVE DEVICE (OPEN P}lER C. SUPERVISORY CONDITION - ACTIVATION OF A TAMPER SWITCH OR MALFUNCTION THAT HINDERS THE PERFORMANCE OF THE FIRE ALARM 'A` SOLENOID L ELECTRICAL EQUIPMENT) FURNISHED & INSTALLED BY OTHERS I SYSTEM SHALL REPORT A TROUBLE CONDITION TO THE FACP AND IMMEDIATELY NOTIFY CENTRAL STATION. UPON A TROUBLE CONDITION, THE INSTALLATION CONTRACTOR SHALL BE NOTIFIED VIA CENTRAL STATION & FACP SHALL SOUND ALERT TONE. TAMPER SWITCH DEVICE FURNISHED & INSTALLED BY OTHERS 1 D. CENTRAL STATION NOTIFICATION SHALL BE MADE DIRECTLY FROM FACP, EXTERNAL COIMMUNICATOR OR BY MAIN BUILDING FACP IF FACP IS we (MONITOR ACTIVATION FOR TROUBLE) A SUB-PANEL. s°"� WATER FLOW DEVICE FURNISHED & INSTALLED BY OTHERS 1 (MONITOR ACTIVATION FOR ALARM) HVAC UNIT SCHEDULE & TYPE TAG C.F.M. TONS RTU-1 2000 5 RN-2 2000 5 FIAT ROOF AREA RTU-3 2000 5 AH-1 2000 5 AH-2 2000 5 AH-3 2000 5 AH-4 2000 5 AH-5 2000 5 II ATTIC TOREf TgIBT DUMB 304 311-76 705 t-n EXTERIOR MULTI - PURPOSE DECK �3O - O 0 5Ad 5m 1-69 1 CORRIDOR ATRC 302 H N3-2 O 1-423 S O _ 0 1-74 F 1-M25 1-78 n LOBBY S 301 ELEV, \ 15cd O H S 9 STOR. O - M N3-1 1-n Ia21-73 303 S 1-u24 — ATTIC PLAN NOTATION LEGEND (NOTE: ALL SYMBOLS MAY NOT BE USED) SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION V PUSH-UP TILE CEILING FIRE RATED WALL (SHEETROCK EXTENDS TO DECK) PE CEILING (PROVIDE ACCESS HATCH NOT RATED WALL (SHEEROCK EXTENDS MINIMUM ABOVE AS REQUIRED) 12" BELOW DECK) - OPEN TO DECK ABEAM FFIT / ELEVATION CHANGE OOR ABOVE UCTURAL -BEAM IMUM OF 12" DIPIH UNLESS OTHER NOTED) Arws AHJ FIRE DEPARTMENT KNOX BOX WALL 0 / IMUM OF 18" BELOW CBONG) END OF LINE RESISTOR ___ _ M DEFECTOR PATH (PER MANUFACTURER SPECIFICATIONS) (M4NTNN UNOBSIRUCIFD PATH) ®--- RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT 3RD FLOOR FIRE ALARM DEVICE PLAN Q FIRE MARSHAL STAMP BOX SME IlIr _ IW LL AH-1 H STORAGE ELECTRIC svu AL POO 11-7 104 — R DR N1_3 -I — — — — — — — a 2 0 1-I I-M3 MR F-1 1-M4 P-1 ❑ j 1-MI6 N2-6 O O FACP MIA PS H N2-5 PA011 RTII-3 AH-2 1-6 OS STORAGE O P'st x2� AL xurc AL 1_6 TOILET 105 _ 1-60 204 1-5s RTU-2 RTU-1 Ltm R DR S 11s GAME ROOM � II �� n R DR lO 1-52 O 103 NI-6 I- PAMRY BREAK OUT ROOM CORRIDOR I-st @-5 107 109 I-5a 205 1-54 NI-2 O 13 'OO I_y 127 OI-S AH-5EX DATA CENTER NI-I ma — — — — — — — — — s�p OO5 7 MEETING ROOM ID2 7111 SERVICE KITCHEN 20 ❑ ❑ 0 1-4 — N1-7 1-24 Ili — 1-M1s 203 BREAK OUT ROOM / H I a❑ ❑ '^ x a O O x O 208 © O N1-6 N2-3 N24 LOBBY 75cd 1-61 I-fi 155 I-60 fi 1-67 O O O 101 O CORRIDIOR O --II 1-27 lOB I H 1-28 > l6 AH-3 S S 1-33 — c AL R DR jj 1-n O O ELLVATOR 1-21 I15 I-22 Q DUMB CLS, S -t0 1xd WAR OR V L �( I-1e 1-1s a HAM AR O STORAGE —� ❑ �❑ 110 OH NI-5 I-M CORRIDOR H -42 J.C. &20 STORAGE H S AR I_� 211 2W PAs17F I-us 5 t14 12- 1 ��V� A10 I-34 �i 1-3B � I-47� Ism N2-10 rrvrc AL ❑ 1-31 $ , ELEVATOR R DR O s OwGE IWN ENTRANCE Kn 11 -M 0 O MULTI-PURPOSE O �a BREAK OUT ROOM 1-15 ❑ 0 `Z` 1-fit 202 1-65 '\ H N2-I O TOILET 1\ F 1-Mls 213 O 210 ❑ I�Mn -ay„ 1a2 _� I ❑ ❑ 214 0 1-441-40 0 �g III O -9AI a n2-B 1-46 139 Tz I-MA 1-12 1-14 @ — — — — — — — — — El 211 9111 A Mls 1-b5 NI-t1 r ,g J' I 'I � — — — — — — — — 7 y y ti I-M5 GARAGE 1-45 �Z� =1 � SO REV DATE DESCRIPTION V ': ��PR :ER EXTERIOR 1-64 A.0 10-08-10 I ORIGINAL SUBMISSION TO AHJ Q YO DLOSE1i 1-13 1tfi a 3fi 2 I-N21 FIRE INSPECTION p REQUIRED SEFO g1 �ti OPENING SS16 y DESIGN BY AND VENDOR: INSTALLATION CONTRACTOR: NORTHGATE ELECTRIC CORPORATION CASEY SYSTEMS, INC. PROJECT INFORMATION: 30 BRIARFIELD LANE 209 , NY DRIVE SYOSSETSEf N COMMUNITY CENTER AT HUNTINGTON, NY 11743 Y 11791 SANTORINI BFACHCOMBER RESORT CONTACT: TOM CARPENTEI 2ND FLOOR FIRE ALARM DEVICE PLAN © 3800 DUCK POND ROAD NY STATE LICENSE NUMBER: 12000007069 TEL 516-433-4700 CUTCHOGUE, NY 11935 LICENSEE: MARTIN BASS FAX: 516-433-1131 MAIN LEVEL FIRE ALARM DEVICE PLAN Q ,/� _ ,'-°' CONTACT: MARTIN BASS TEL: 631-271-2242 FAX: 631-271-2245 PAGE NUMBER: JOB NUME 1 OF 1 CS-10-28 STRUCTURAL UE51-N CRETERIA Light Gage Metal Studs I, Building Cade Building Code of New York State, 2007 2 Design Loads: . Design Wind: Location. Cutchague, NY Basle Wind Speed - 120 mph Exposure Category, "C' Importance Factor - 1.15 Deslgn snow. Pg • 201 C. - 1.0 A B C D F N K is 110 Ct - 1.0 Pf 20pf (USE 40P5F LINE LOAD, MIN.) Dead Loads. Walls = 10 psf Roof = 15 psf Ceiling- 10 psf Seismic. Ss = 0,26 51 5ds= 0.21 5d1= 0.093 Site Class - D Des Cat - C Use Grp • II Is = 1 25 si Rest. System - Steel Moment promisee II - Equivalent Force Procedure i 3.Deflection Criteria Far Studs: Standard Pen IBC - Unless Speclficatlans Are More Stringent. 3 Wails: _/ O At Non-Masonry Backup L/600 At Masonry Backup nlm. Floors L/360 (Live Load) Roofs: V360 Allowance For Vertical Movement Of Structure - 1/24 at Non-Loud Bearing Framing 4. Metal Stud Design Based On Dietrich Industries Standards. See Enclosed Information On Member Properl.les. III I 3 Valley =58+TB Calculations Based On Min Fy = 33 ksi For all all mate alga and Lighter 5w. Min. Fy = 50 ksi for all materials 16ga and Heavier I I 5, Fasteners: - Unless Noted Otherwise Use Only The Following Fasteners: 4 7rlz � I ) P.A.F. • 0145" dia (minimum) Powder Actuated Fastener IUse I$" Length For Attachment To Concrete zUse %" Length For Attahnent To Steel Header 2 GSWI4192 ) Use ftIO-16 Screws Typical For All Light Gage Steel To Light ( )Gage Steel Conrx iens, With Min. P Edge Olstmce 4 %" Min. Spacing. ! 17 + (2)6TSB3.) Use #12-14 Screws At Clip Connectorsa9' Screw Design Values Are Based On Bulldex Values. PAFs Speed On Hit[ Values. 6 FastChps, Fast5truts (Slip Can) t Uni-Clips (Rigid Conn ) Are By Dietrich Industries, U.N.O. 1 VertiClips, (Slip Conn ) t StTfCllps (Rigid Cann.) Are By The Steel Network, U.N.O. 10 9 S IU Hip = 58+T8 STUD NOMENCLATURE: 5t Stud Flange To Dietrich Nomenclature. p 1 19 ? x 7 x ??go. 1 375i' - CWN 3" • C55 12 e N = Gage OF Stud 2' - = H 3,5" - CSX — — Stud Flags Width 2" = CSW �'�'•� Tracks Stud Web Depth 2.5' - CSE Hip = 58+T8 Ne 14 D1 Track Lea Lcatb To Dili Nomenclature. III O 7 z ?x ? x ??go I" TSA 2.5' T5D (Slip) Cage OF Track 5' TSB 3' - T5E (Slip) I Track Leg Length 2" - T5F (Slip) 3.5' - TSG (Slip) uY I / �1 Track Web Depth 2" = TSC (Slip) Goias To 1-1115 Clnyemoru,: 20 gage = 33 mils 14 gage = 6B mils IB gage = 43 mils 12 gage = 97 mils 16 gage - 54 mile - GENERAL NOTES. _ �- 1. All studs and accessories are of the type, size, gage ad spacing ze shown m the shop draairg and shall be manufactured by Dietrich Metal Franing. Heavier gages may be substituted for those 5onwn.2. Contents of this submittal prow the intended documents F of cold farmed cempon ass. Framing erector Is to refer to the protect contra[ documents For additional construction assembly requirements 3. Dimensions shown herein have been determined per the contract documents and are far design reference only. All conditions shall be Field verified prior to erection. GENERAL COLD FORMED METAL FRAMING NOTES 14u INSTALLATION: ll I I. Instgllgtlon shall be in accordance w/ Dietrich's printed Instructions and recommendations. 2, Teirporory bracing is the responsibility of the contractor. Do rot remove bracing until work \ ROOF FRAMING NOTES is permanently stabilized. - I6 • Indicates (2)5 3"1 Post elan. \ \ 3. Cutting steel framing members may be acm copllslyd or o saw shear . Torch cutting \\ \ \ pe t 9 is not pea rmitted. MATERIALS. v ® Indicates Load Bearing Opening \ r 4 All light gage framing members shall be manufactured from steel that meets the Typical Roof Framing = 58 =BCSWl6 -5Ok5i @ 16"oe requirements of A.I.S.I. specifications, latest edition, �\\ 21 5 6 Iwr 5 Framing compmmts shall be galvanized per A57M A653, minimum G90 coating. �, ,\ 'Hip/Valley Beams = (2)BC5JI2-50ks1 + (2)3/BTSB16 UNO CONNECTIONS: Ridges = 5CSW16 +BTSBI6 O 6. Fastener penetration though Joined materials shall not be less than three exposed threads, Minimum spacing and edge distance of screw fasteners shall not be lees than 3/B", 15 •- 7. All clip angles shall match stud gage unless otherwise noted. F -- ry LOAD HEARING MEMBERS ( ✓JISTS RAFTERS AND AXIALLY L261202 STUDS) e. Both flanges of studs must be attached to track members @ top t bottom. \\ill ✓// 9 All aaally loaded members shall be aligned vertically to allow far Full transfer of loads down a the embers s / \� 10. Load bearing members shall bet' earing p ad tightly in their tracks Provide at least 10 Inches of unWnched steel at bearing points. S1 sbr V !/ — nn . 11. Stud lateral bridging requirements for walls subject to axial loading - bridging may be Rv I car 1 " provided by my are of the Following' �* .hallo Orrr a) IF, cold rolled U-charnel attached w/ clips ad No. 6 screws (spacing as reauired) (6" wid= studs, mac.) b.) 2" 20 gage flat strapping applied to both stud foes with ale bay of solid blocking every L (spacing m recyired). ,, c ) spacer bar 5400 bridging running through studs then twist locking (spaolrg as required) ( r (6 wide studs, mane.) \\ Lll f r.iwa�i NON-LOAD 0 ARIN• MEMBERS- (CURTAINWALI_) \ fab- b-re else, tF env _ 13, Stud Literal bridging requirements fan walls subject to wind loading only: 1rC- ��V 5 -_ _ - - - .1, d,, a ) sheath walls an both sides an, use spacer bar at 4'-0' a.c. A• n;; _ oar. n o �T V b.) provide spazzer bon within 12' of top of studs where deFled Ian im track Is used. /' ' •F' � � �I', V ISM — Izli��ia MAf� 17 2011 acLeod SG,OUTH Svuclunl Full,usi PA LO TOWN Gf sou7NGtB 404 Main Street Gorham Maine 04038 207.839.0980 DRAWING 1_15T= SANTORINI _ 51 COVER SHEET of NEW k' MEETING HOUSE 52 DETAIL SHEET '�� W. MAC �� Cat<hogue, NY S3 OPENING FRAMING AP JC' ` 53.1 WALL 5ECTIO145 y 53.2 WALL SECTIONS m� i; LIGHT GAGE METAL FRAMING 3. WALL SECTIONS 6 4 3 4 WALL SECTIONS P "• ` 1 G` .. is •. 'd � i 53.5 WALL SECTIONS © � y `�'wnrc::�• }} 7111E 53.6 WALL SECTIONS ".r•. ,�. //�}�� ' ROOF FRAMING PLAN 53.7 WALL SECTIONS 0 53.0 WALL SECTIONS Il•M ' :' DATE. 11.8.10 DRAWN BY:BNM 0RAINNG NUMBER- SCALE, NORTH s3.q WALL secT1ON5 DATE. d —t SCALE', as noted PROD N0:2010-227 S-1 % TYpical Cari Metal Decking Slab Web Stiffener. Attached To Rafter w/ Re4'd RkRf ft I I/2' I/2' Screws Ea. Leg, Typ. Typical Align w/ Studs BelDw ,1k Vertical /Deflectiot ��• `,,.,r. Sprier Bar 5400 I/8 - 5/8' Clip Angle. Attach STEEL &'acing within To (may 12'Mm. OF Top OF Screws d4 Attach To Ib � ., I Track, TYO� Blocking w/(2) #10-I6 Screws MIN, MIN. EDGE SPACING DIST. Typicals WF-5hape Top OF Structure, 4' 3• Continuous Stud Typical. T- 1 1/4' '- Bridging Within 12' OF Top OF - Stud, Typ a nnous Bent Plafe. CONCRETE � R Clip Angle. Attached Attached Ta Rafter w/ 0 Del Ictiarl To Top Track Or 5truct. Reid Screws Top 4 a' Track, Typ. 5teel w/ Rectal Screws Bottom, Typical. Typiml z Ea. Leg, Typ- . Typical Wall Stud Wall Stud RAFTER TO STIFFENER CONNECTION DETAIL SPAZZER BAR BRIDGING DETAIL POWDER ACTUATED FASTNERS Sass:N.T.S. AL50 BLTT PIATE GONM:G'I70N DETAIL SLIP TRACK DETAIL 5a ;N.T.S. DR T.e' STc "ON Y sa,Le NTs. BELowwe-sIwPE MIN. SPACING & EDGE DISTANCE Continuous Flat Strap Bracing Along Both Sides OF Jo1st/Raftera. ac Atth Typical Cc,/ To Blocking w/(2) #10-16 Saews 4 Conic,/Metal Decking Slab To Rafters w/(I) #10-I6 Screw Per Typical 1 _ Flags, TYPkoI• Metal Decking Slab \, Solid Blocking @ First (2) l — Joist/Rafter Bays 4 Every critical 10'o.c. Mmt., Typical. Dell ctior, j 18 Gage Clip Angle (I) P.A.F. @ Gi •\ a Ia.c., Typical = J Continuous To Track, Wcal F-5ho P WIF t5hape Deflection Clip cal Dietrich Fast TAnpgle.ipr Refer To Plan For Attach To Studs w/Reid Track Sizes, Light Gags Metal Studs w/R,id PAFs, Typical. Screws 4 To Structure @ 16" ox. Refer To IY2" B 8 /Re Plans Far Stud Sizes. PI,=ce of Wall Stud Deflection Clip Angle, Attach Track, Typ. To Joist/Rafter w/(2) TYpiml - #10-16 Screws 4 Attach Dietrich 'Fast Clip' Wall Stud To Blocking w/(2) #10-I6 Deflection Clip. Attach TYPICAL BEAM INFILL FRAMING DETAIL JoIet/Rafter Screws, Typical. To Stud w/Reid screws t Typical Structure cl Reed Wall Stud/Jamb Sass:N.T.S. FOR WF-13ilis Less TRw I8"DEEP JOIST/ROOF BRIDGING DETAIL PAP,, Typ. AT NON:MA9DNRY COPOTIONS DEFLEGTION CLIP DETAIL DEFLECTION CLIP DETAIL $CAE: .T B. Sans:N.T.S. A71TAGlIMENT 7TJ BEAhI WEB Sins:N.T.S. TOP OF JAMS Cripple Stud Over Header To MatcO'h Main Wall StudsJambs As Reid By _ Jamb As Regd By Opening framing 2Yz", 3 Or 4" TSB, `- —�`� --1"� Cripple Stud Over Opening Framing See Elevations 18 Gags Track Tap And Header To Match see Elevetiams Bottom w/ (1) P.A.F. \ I Main Wall Studs, Typ. Each Stud. `•'� Asxxnble w/ StreakO° 4' C5J, @ I6'o.c., TYp• 21Q Clip Angle z 16 Go. IB Gage Studs @ I6'" ox Track For Length To Match Stud Sim. Far Infill Fra ing, Typ. Cripple StudsLen LIIp Angle lit I6 Csa. Attach Per Opening Framing Length To Match Stud min Elevatims, Typ. Attach Per Opeming Franitg Continuous Tap Track. Elevations, Typ. Refer To Plans Forrack Sizes,Light Gage Metal Stud , Provide Web Stiffeners "tvRefer To Plans Far Stud NOTEI Infill Framing May At Each End 4 At All - T Size,. Be 20 Ga. If Permitted By Header As Reid Header va Regd. Point Londe. Project specifimtim,. See Elevalims. See Elevations. . =nts n• I 'sn TYPICAL BEAM INFILL FRAMING DETAIL HDS HEADER DETAIL LOAD BEARING BOXED HEADER DETAIL Mo' ' Sans:N.T.S. R r co, l " SGy£.N.T.S FOR WF'BE SIE°DEEP OR GREATER BLf.I'E'N'T'S• Pt�' N Jambs As Regd By „.. Jambs As Rectal run By Opening Ping II Sill As R 1 Opening Framing See Etevatiars, Attach Doa Frame To Uuo 1 eid. :e ilm Sal ee l As Reid. S Elevation, See Elevations, Inside Face OfOpm �, fe eesns, See Elevations. etL all, y Per Door Mfr, marts. d, Zen Clip Angle h 16 Ga. 1 ,RA zl (I) Side, Screw Length To Mateh Stud St.. HDS Jamb mI Reid By Each Side, Typ. Attach Per Opening Framing Opening Framing See Elevations q�� Elevations, TYP� I`4#0 �r0_ IA/� -� / \ 1 Clip Fvgie w/ Fmtenem. Piece of h O d Stud. Attach As Indicate Opening \ To Jamb to (2) #10-16 Framing Een Typ. Screws Top 4 Bottom MacLeod Cripple Stud. Attmh Cripple Stud. Attach To Sill 4 Track (2) 010-I6 Screws Swttural6igineers,pn To Sill 4 Track w/ (1) #10-16 Per Stud Flange w/ (1) #10-I6 , Ea. Flange, Typ. - 'I \ 404 Main Street Gorham. Maine 04038 207.8390980 \ / MEETING HOUSE Ea. Flags, Typ. t liARINI Cutchague, NY LIGHT GAGE METAL FRAMING FILE: DETAILS WINDOW SILL DETAIL WINDOW SILL DETAIL HDS JAMB TO BASE GONNECTION WM S.:N.T.S. A1.lE TE Cc.ErT10N w/Cur L Saw:.N.T.S. HDS Ica/CUP ANG 1 OAF:: 11.note DRAWN 1 BY:B0- DRAWING NUMBER: 5uus:N.T.S. TwlrAl.GONnernDN SCAlE: m noted PROJ NO.2010-227 S—2 Steel Bean Refer Light Gage Metal r Truss �To Fronning Plats Steel Bean. Refer Refer To Truss Fran) For Size, Typ. See Chat For To Fraroing Plans ng Top To For 51zq Typ. See Ghat For Plans For Size, Typical. Top Correction See Ghat For _ H55 By Top Canadian Others Tap Track To Deflection Match Main yp Wall Track, Typ. Deflection 'I Track, Typal. Track, Typ. - Cant. Stud Bridging 6TSC16 Cont. Stud Bridging Within 12' Of Top Gant. Stud Bridging Sills @ 48' o.c., Typical. Cripple Studs To Of Stud, Typical, Within 12' OF Tap Match Main Wall Of Stud, Typical. Studs, Typical Cripple Studs To GHD512 Match Main Wall Janbs rovide 6CSJ16 Web Studs, Typical 56 Stud Wall j 5tlFfaners At Each End OF Header And At Franing Each Truss Cripple Stud, Typical an Each Face OF Header. Web See Chat For Stiffeners A55 By Wndow Header (Each Face) See Chat For See Chart For Others _- _r — -_ _ _I Win Door Header dau Healder I 2'r2'z6" Long r 16 2'1 Lang x 16 2'x2'xb" tug x I6 Go Clip d, Attach Ga. Clip 4. Attach Ca. Clip 4. Attach IILLs�IIE w/(2) #10-I6 Screws w/(4) #10-16 Screws ! w/(2) #10-16 Screws @ Each Leg, Typiml @ Each Leg, Typical. @Each Leg, Typical. See Chat For Window JanW Jack Stud At Each End OF Header Tf3 r• To Match Maln Wall Studs, Typical. See Chat For Match Main —Mkh min Bee 7' ya /e•!�• -7o Bill Window Janbs Wail Studs Nail Studs _ For Door Jornbe Main Wall Studs See C For �1 Provide (2) #11 Window Sll Screws @End OF Sill ^ -1 To Janb, Typical. Lul Cripple Studs To air Match Main Wall I Studs, Typical I i Bottom Track. See Bottom Track. See Wall Sections For Wall Sections For Bottom Track. See Attachment, Typ. Attacih nent, Typ, Wall Sections For Atteckrent, Typ. ' I i 45e. For Provide Additional Wall Sea Ghat Far Bottom Connection Stud At Each End OF 5111. Bottom Correction Bee Chat For Attach To Janb With (2) Bohan Correction #10-16's Top And eottam. solo TYPICAL DOOR ELEVATION / LOAD BEARING TYPIGAL WINDOW ELEVATION TYPICAL DOOR ELEVATION N.T.S. N.T.S. N.TS. 56 Stud Wall Framing i Typical Opening Framing Schedule Open6HD512 - p 5111 Jamb Jonb Top Connection Jonb Bottan Connection ri l ng Janbs Description Header Windows G, D', D' (2) 6T5616 + i}+� (I) 6TSC16 (I) 61HD512 (2) Fast Slide Clips (2)212xk16Ga. Clip Q And Similar (2) 6CSJI8 Nub �, w/ (2) PAF's w/ (3) PAF's Willows F, E, C, H (3)#10-16s to Janb (3rt10-Ibs to kmb (1) 6HD516 (1) 6TS515 (1) 6HD516 (1) Fast Slide Clips (1)2x2x6x16Ga. Clip A And Similar r-1 w/ (2) PAF's w/ (3) PAF'e (3)#10-16s to Janb (3)#10-Ibs to Jeri 1455 By-- Others Doors W-8' wide (1) 6HD512 C� (1) 6HD512 (2) Fast Slide Clip s (2)2x2x(3) F Clip 6 and GID (3)#10`I6s to FJarnb #1 (3) to Jo , (3)#10-Ibs to Janb Door 3x7 (1) 6HD516 L.� (1) 611 ^ (1) Fast Slide CUPS (I)2x2x6x16Ga, Clip 6 I e` `CJI w/ (2) PAF'6 w/ (3) PAF's + (3)#10-16s to Janb (3)#10-16s to Joni, oerr, I H Interior Load Bearing (2) 3%T5B16 Openings (2) 6CSJI6 (1) 3%CSJI6 (1)2x2x6xl6Ga. rip lip 6 (I)2x2x6xl6Ga.'Clip G ibmve r. ., w/ (3) WN to Track w/ (2) PAF's :nte an le (3)#10-165 to Jo nb (3)#10-I66 to Janb oar. ebr en MA" cur -J copy- NOTE: - Jon, Studs Must Be Corrected Tar Each Other With TSB Track Or 511 Attach With #10-I6 Screws At 10o.c, - All Members At Healers And Sills To Be Continuous, No Splices Peonitted. - Be. Typical Window / Door Fronrrg Elevation For Header / Sill Connections To Joi r no,nt + 0or,r e situ ely ' e feb lerii, I' GHD512 MacLeod Slmclumf Engineers,VA 404 Main Street Gorham Maine 04038 207.839.0980 SANTORINI MEETING HOUSE -- Cutchogu% NY LIGHT GAGE METAL FRAMING MAIN ENTRY DOOR ELEVATION nnE OPENINGS DATE: 11.8.10 DRAWN BY'BNM DRAWNG NUMBER: SCALE: as noted PROJ NO 2019-227 S-3 i CA B FRAMING NOTES TOW I. All Studs, Joists And Rafters, Attceh To End Tracks With (1) #10-Ib aII Arch'Is Ti 4 TScrews At Each Flange, Unless Noted OtFerwise (UNO). 2. All End Trobk5 5hl Be Track)Type T58 Arid To Match Stud Gage UNO. (Ezcept Deflection 56 +T6 N led B. All Stud Overla Connections 5holl Be (4) UIO-16 5cre", UNO. a \ \`\ Main M ber \ \\. _� T.O.SIa' 3rd Fir T.O.Slab 3rd Fir p EL,= +24' 4. Connection Of Track To Structure T6 (2) 0.145'0 PAF's To Steel Or Concrete And (2) #10-16 Screws To Metal Deck Or Light Gage Materials At Each Stud, UNO. E. Hold 7'/ / \ \ •. III op Of Stud Down ' At Deflection Track. A \ \ Piece of 56 Sheathing Per -/ / w/ F05C Piece of 56 Arch/strl Dwga i Piece sb t CA Piem sb e CA �' I w/ pose LEGEND LABEL DESCRIPTION � WF Bearn WF �� I 52Yo 2Y¢SJIe Studs P 16'o.c. UND e6 + T6 Nested - - - - - - - - - - - - - - - - - - - - - -. — \ \ 56 Typ. Rafter I -- Rafter \ \ 53� 3�CSJI6-50kai Studs P 16'o.c. UNO CA T6 y \\ \\ S. 6CSJIB Studs 0 16'o.c. UNO (Full NL Studs 12'. w/In IOft of main corners) T6 \ \ Sb-I6 I -50ksi Studs P Ib'O,C. UNO +T6 Nested 56 +T6 Nested I \ \\. GCSJ6 Main Member Main Member \ \ DI 6T5EI6-50ka1 Deflection Track TG 675BIB Cmt. Track UNO _ _ _ _ _ — — T6-16 6TS5I6-50kal Cent. Track UNO 56 — — — — 50 8CSWI6 -51 Rafters P IVI UNO GGA CCA T3% 1 1 CCA IBgo. 2x2 Centinaoua Angle w/ (1) #10-16 Screws At Each Leg Per Stud T6 r6 s3$ CA T(, Tb (Dietrclh rJESr) 2x2z6xI4Ga. Clip 6 w/ (4) Fasteners Ea. Leg UNO T O Steel - — T.0.51ab 2nd Flr ( ) 2x2a7x14Go, Clip A w/ (4) Fasteners Ea. Leg UNO LO.SIab 2nd Fir Sb07 Dletrdh 5687 53 �\ /-'S3he EL = +12'-0" }I - — \ 1 b \ _ � EL. +12'-0" 5D973 Dietrich D973 Clip L -(4) #10-I6 Screws t 3/B' 0 Hitt! I Bolt 3 x2 1/4' Embed �Tb T ! (Dietrcih 5975) 2x2x6z12Ga. Clip d w/ (q) Fasteners Ea Leg UNO I I sb �$� (� •� sb I I = FCSC Dietrich Fast Clip 5 I/2' w/ (3) #10-I6 Screws t (2) PAF's To 51 FTC Dietrich Fast Top Clip w/ (3) #10-I6 Screws t (2) PAF's To Steel JB Jolst Bridging Per Notes On 51 P Mid Point OF Span. See Typ Details On 52 �nI IF Been Infill, See Typ. Details On 52 BR BIR55T ^` I 1 58 1 1 BR Bridging Per Notes On 51 Within 12' OF Tap OF Stud. See Typ Details Cn 52 WALL SECTION 2 ( . 0 R WALL SECTION 3 1 V�D REF. 2/PG'4, 1 REF. I(fG'4,.3 Co I I I I Peak of Roof h WALL SEGUON I se +rB REF. I/PC-4.1 "I II I 511�— — — I I 1 I � CCA i 11 ccA � CCA II I Coatln. Bridging BR �R _ at Mid-spas rl, CCA .w�l II I II W M B I" I c stogy vly 55 CCA I SB a�fan eane, BR aLti c L, 1111 )a �R /j 56-Ib OCA CCA CCA \ \ \ \ 53 55% 53% 53% , , - - _ - - CCA MacLeod 56-16 Siwaurol Engmeem,PA T3% I TA 73 i T3ys :: _ — � T6 404 Main Street Gorham Maine 04038 207.839.0980 T.0 Slab 31d Fir/ } — Tip of RaFter EL.= +241_ou —Ta < a , ° a - - SANTORINI _ MEETING HOUSE Tb L _ ___� -__ •� - • c - Thy Cutchogue, NY CCA \ D�73�73 LIGHT GAGE METAL FRAMING I ' • I III ` 1g I III1 • ' I �I WALL SECTION 4 n SECTIONS Piece of 56 g'_clVq I I Piece of 56 w/ FCSG WF B. w/ FCSC REF. I/TG-3. 1 WF Beam I DALE: 11.8.10 DRAWN BY:BWM DRAWING NUMBER: SCALE as noted PROJ NO: 2010-227 5-3.1 FRANUNG NOTES I, All Studs, -islets And Rafters, Attach To End Tracks With (I) #10-I6 Screws At Each Flange, Unless Noted Otherwise (ONO). 2. All End Tracks Shall Be TyPe TSB And To Match Stud Gage ONO. (Except Deflection Track) 3. All Stud Overlap Camectlora Shall Be (4) #10-16 Screws, ONO, 4. Connection Of Track To Structure (Fasteners): (2) 0.145'0 PAF's To Steel Or Cancrste And (2) #10-16 Screws To Metal Deck Or Light Goo Materials At Each Stud, ONO, 5. Hold Top Of Stud Down % At Deflection Track. LEGEND LABEL. DESGRIPTION 52Yx 2YzC5115 Studs P 100 c.UN0 S34s A`YsM 6-50ks1 Studs 0 16'o,c. UND 56 6CSJI8 Studs P 10o.c. ONO (Full A Studs 124oc w/in Oft of main comers) 56-16 6C5JI6-50ks1 Studs P Ib'oa. ONO DT6 6T5EI6-50ksi D flection Track T6 6T56I0 Cont, Track ONO T6-16 6TS516-50ksl Cart. Track ONO 56 BC5WI6 -50k51 Rafters P 16'o.c, ONO CCA IDgo. 2x2 Continuous Angle w/ (1) #10-16 Screws At Each Leg Per Stud CA (Dietrich 5605) 2x2x6xl4Ga. Clip 4 w/ (4) Fasteners Ea. Leg ONO 5657 (Dietrch 56137) W0914Ga. Clip 4 w/ (4) Fasteners Ea. Leg ONO 5975 (Dietrelh S975) 2x2x6xl2Ga. Clip 4 w/ (4) Fasteners Ea. Lag ONO Dg73 Dietrich D975 Clip L -(4) #10-I6 Screws 4 3/6" 0 HIM Kwik Bolt 3 x2 1/4" Embed FC5C Dietrich Fast Cllp 5 I/V w/ (3) #10-16 Screws 4 (2) PAF's To Steel FTC Dietrich Fast Top Clip w/ (5) #10-I6 Screws 0 (2) PAF's To Steel JB Joist Bridging Per Notes On 51 @ Mid Point OF Span. See Typ. Details On 52 Peak of Ro2F I. IF Bean Will, See Typ. Details On 52 CA EL.= +/-3T-9" BR Bridging Per Notes On 51 Within 12' OF Top OF Stud. See Typ. Details On 52 i 58 78 ;I Q�IY I I I I I a - - - - - - - - - - - - - - - - - — - - - - - - - 1.4 / aA/ ccA I CCA � II II •E - S I I I I Ilk' LI I I I I I I ely SB+TD Nested Cartin. Bridging BR qR I 1 / ct Mld-spin CCA CA RidgeP11(o/C4 _ i I I I I I I it CA� II II I I 3 T6 P Voc 12 �/ I 12 55 CCA I BR i I I I I I I CCA i BR f¢R I CCA 56-16 T6 53 T6 T3% TAr3% TAB I::I TG I: :I — _ 4 4 4 4 -- — 'I III I' 73 D973 D9 T-II Y, Piece of 56 -�� VAW w/ `CSC ,� A MacLeod Srmcau..LEnglneers,PA WALL SECTION 5 404 Main Street Gorham Maine 04038 2D7.839.D9BO I i SANTORINI MEETING HOUSE Catalogue, NY LIGHT GAGE METAL FRAMING TIRE. SECTIONS WE: 11.5.10 DRAWN BY:BWM DRA'MNG NUMBER: SCALE: as noted PROJ NO,2010-227 5-3.2 Mirror Framing 56+T6 Nested About Centerline FRAMING NOTES Main Ridge 7EndTro-ck5 OISt. And Raftars, Attach To End Track. With (I) #10-I6 56 yp. ach Flange, Unle., Noted Otherwise (UNO). rb (5( Below oat CeilingJoists ) ck. Shall Be Type T50 ArM To Match Stud Gage UNO.lection Track) Roof Ed eCA Bend Piece 56 Gusset PI w/(4)#10. g erlap Connections shall Be (q) tt10-16 Screws, UNO. to Angge Req,'d;%j / -•,Both Sides 4. Connection OF Track To Structure (Fastener.): Curved 3 �° LGF Wall I (2) 0.145'0 PAF'. To Steel Or Concrete And (2) #10-16 Screws To Metal \ Adjust Diarn o Clear Deck Or Light C%w Material, At Each Stud, UNO. Elevator Shaft 5. Hold lap OF Stud Down 4j At Deflection Track. CA, p. 56 + TG Nested // / \ \ Man Member �j/ // \ \ Struct'I Steel SG+TG Nested CA, Typ. I Below LEGEND \ \ LABEL DESCRIPTION Ridge I -"2 2kaJI8 _. 316-50ks1 Stud, P 16'aO.c. UNO i q /`// // \\ \\ T6 (T6Below 56 6CSJIB Studs 0 16"o.c. UNO Full Hit Stud, 12'oc w/In loft of main comers) at Ceiling Joists) / — — — — — — — — — — — — — \\ \ TO Sit an Strctl 5t1 56-16 6CSJI6-50ka1 Stvd, p 16'o.c. UNO / sheath) Per // // /— — — — — — — — — — — — — \ \\ \ S6 Bearing Stud — - / / CA Send to sheathing BeIOW Ea. Rafter DT6 6TSEI6-50k,i Deflection Track CA Angle Req,'d Arch/Strl Dwg.� / Pleas 56 4 CA \ / — — Batll 5=dE9 56 •• — — — — — — — — — — — / \, \ I T6 6TSBIB Cont. Track UNO — T6-16 6TSB16-50k.1 Cant. Track LINO \ -96 + Tb Nested _ — — — — — — — — — — \ \\ \ after (I I SB BCSH16 -50k5l Rafters p 16b.c. UNO T6+516 j / 56+T6 Nested A A`\ CG4 / / Main Member \\ \\\ 3 ego. 2x2 Cmtinuous Angle w/ (I) #10-I6 Screw. At Each Leg Per Stud // T6 i�/ // T6 \ \� CA (Dietrcih %55) 2x2xGx14Ga. Clip d w/ (4) Fasteners Ea. Leg LINO \\ \ \ S687 (Dietrcih 5607) 2x2x7x14Ga. Clip d. w/ (4) Fastener, Ea. Leg U140 / I \ I 5975 (Dletrcih Sg75) 2x2x6x12Ga. Clip 6 w/ (q) Fasteners Ea, Leg UNO — — — 1 — — — — — — Dg73 Dletrich D973 Clip L -(4) #10-Ib Screw. < 3/e" P Hi1ti Kwik Bolt 3 x2 I/4" Embed CCA CCA — — — — — — — FCSC Dietrich Fast Clip 5 1/2 w/ (3) #10-I6 Screws 4 (2) PAF's To Steel / T3�e BR /�-a CA FTC Dietrich Fast Top Clip w/ (3) #10-I6 Screws 4 (2) PAF's To Steel Peak f Roaf T3 ELEVATOR ROOF FRAMING PART PLAN JB plat Bridging Per Nod On 51 P Mid Point of Spas, Sea Typ. Details on 52 53% IF Bean Infill, See Typ_Datalla On 52 SR Bridging Per Notes Cn 51 Within 12' Of Tap Of Stud See TYP Details On 52 DETAIL AT TYP. RAFTER ` l 56 ,, T6 ee L.= Ven y / r i T6 � I I I I � I $ XIS I I I I I I I I II - - -. . - - - - - - - -- - - -- - - - - - - - - CCA I CCA 58 CA 12 I I I II \ I I I I I I R SB+TB N CA Ridge I I CA i CA, 12 �oBoxed Header Bean 50 Blkng 50(2)IOCSW14s + 32'x r 13 32'ac T6 (2)6TSBI6a I I i S6 56-16 l Post Provid712)53% Pwet, BelowBann, Ea. E I Cam\ \ \ \ \ CCA 53% 56-16 — - - - __ - - - — — — — T3% I T6 ae CCA 53% � - ° d " q ° " a a T3% 1 0973 p MacLeod Slwctwaf Ingieeers,IM 404 Alain Street Gorham Maine 0403E 207R39.0980 SANTORINI MEETING HOUSE la stm eIe Cutchogue, NY :a tab WALL SECTION 6 "" '° a, LIGHT GAGE METAL FRAMING SECTIONS DATE. 11.8.10 0RAWN BY:BPM DRA LING NUMBER-. SCALE as noted I PROJ NO:2010-227 S-3.3 FRAMING NOTES I. All Studs, Joists And Rafters, Attach To End Trucks With (1) #10-16 Screw At Each Flange, Unless Noted Otherwise (LINO), 2. All End Tracks Shall Be Type TSB And To Match Stud Gage UNO. (Except Deflection Track) 3. All Stud Overlap Connections Shall Be (4) #10-16 Screws, LINO. 2 4. Connection Of Track To Structure (Fasteners): (2) 0.145'0 PAF's To Steel Cr Cancrete And (2) #10-16 Screws To Metal Deck Or Light Gage Materials At Each Stud, UNO. 5. Hold Top Of Stud Down V At Deflection Track. Fsak n'F RccF L LEGEND CA LABEL DESORPTION szY, 2kj- studs P i6'o.c. UNO E6 3%C5J16-60ks1 Studs P Ib'o.c. UNO ---- (Full Ht Studs Wall: w/In loft of main corners) 56 6CSJI0 Surds P Ib"o.c. LINO — SB +TB � 56-I6 6C5J16-501osi Studs C+ 16'o.c. UNO DT6 6T5EI6-50k5i Deflection Track Tb 6TSBIB Cant. Track LINO —_ T6-I6 6T5816-50ks1 Cont. Track LINO 58 8CSW16 -50k51 Rafters P Ib'o.c UNO — / .� CCA IBga. 2z2 Continuous Angle w/ (I) #10-16 Screws At Each Leg Per Stud CA (Dletrclh 5665) 2x&6x14Ga. Clip 6 w/ (4) Fasteners Ea. Leg LINO 5687 (Distrcih 5687) 2xNV,!Ga. Clip A w/ (4) Fasteners Ea. Leg UNO \ 5975 (Dietrcih 5975) 2x2xbxl2Ga. Clip d w/ (4) Fasteners Ea. Leg LINO M3 Dietrich D973 Clip L -(4) #10-I6 Scree» 4 3/5' 41 Hiltl Kwik Bolt 3 x2 1/4' Embed FCSC Dietrich Fast Clip 5 1/2' w/ (3) #10-16 Screws 4 (2) PAF's To Steel i — — — — — — — — — — — — — — — — — — — — — — — \\ FTC Dietrich Fast Top CIIp w/ (5) #10-I6 Screws 4 (2) PAF's To Steel JB Joist Bridging Per Not" On 51 P Mid Point OF Sp, See Typ. Details On 52 _— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — \ IF Beare Will, See Typ. Details Cn 52 CDA LI 14 /j \\ BR Bridging Per Notes On 51 Within 12' Of Top OF Stud. See Typ. Details on 52 I l R CKA A . ccA 12// �a I I I II II 58 BR _ \\ --, . 6 IR T6 T CGA I GLA NSS T6 H55 53% 53s1'i i I I T34s T3hs : : T6 T.O.Slab 3rd F1r/Tip of Rafter a ' . ' < ° a s �— ♦ o a$ a a ° ° ° o a ° . °a . a o .a < a EL : +24'-0" as f0� D973 Piece of 56 w/ FC5D T-11 Yx +/- I i I I i MacLeod Struca Engineers,PA 404 Main Street Gorham Maine 04038 207'539.0980 "`' SANTORINI LIan, MEETING HOUSE fsb ones`i Culchogue, NY ' e`h ` LIGHT GAGE METAL FRAMING WALL SECTION 7 (T.(Id/Y� M�� nee SECTIONS OAIE 11.8.10 OAAYA4 BY BWd "AING NUMBER: SCALE: w noted PROJ N0:2010-227 5-3.4 / Piece 56 Gusset PI w/(4)#I0s FRAMING NOTES - Both Sides I. All Studs, Joists And Rafters, Attach To End Tracks With (1) #10-I6 Screws At Each Flaw, Unless Noted Otherwise (UNO). 2, All End Tracks Shall Be T y� T56 And To Match Stud Gage UND, (Except Deflection Track) SD TB N te 3. Ail Stud aoeriop Connections Shall Be (4) #10-I6 Screws, UNO. + esd Connection Of Main Member \� 4 (2) 0.145'0 PPAF'sacTO St el 01 StructureConcr.t. And (2) #10-16 Screws To Metal Deck Cr Light Gage Materials At Each Stud, UNO. . Hold Top OF Stud Down 4f At Deflection Track. A ch/5t' LEGEN I Dwgs� // \ `-\ LABEL DESCRIPTION D - — 52Ya 2YaC5JIB Studs P 16"o.c. UNO i \ 58 + TB Nested \ palter56 53� 3�CSJI6-50ksi Studs P Ib'a.c. UNO - --— 6C5JI8 Studs P 16'o,c. UNO (Full Ht Studs 12'ac comers) Oft of main rrcrs) J 56-16 6CSJ16-50ksi Studs @ 16'o.c. UND / \\ \, DT6 6TSE16-50bI Deflection Track T6 67586 Cont. Track UNO T6-16 GTSBl6-50ks1 Cont. Track UNO — 50 BC5WI6 -50kal RaFters @ 16b.c. UNO CCA\ IBga. 2x2 Continuous Angle w/ (I) #10-I6 Screws At Each Leg Per Stud CA (Dletrcih 5685) 2x2x6xI4Ga. Clip 6 w/ (4) Fasteners Ea, Leg UNO \\ 5687 (Dletrcih %87) 2x2xVAC4 . Clip 6 w/ (4) Fasteners Ea. Leg UNO 5975 (Dietrclh 5975) 2x2x6x12Ga. Clip d, w/ (4) Fasteners Ea. Leg UNO DT13 Dietrich D973 Clip L -(4) #10-I6 Screws t 3/B" P Hiltl Kwik Bolt 3 x2 1/4' Embed / FCSC Dietrich Fast Clip 5 1/20 w/ (3) #10-16 Screws t (2) PAF's To Steel / \ FTC Dietich Fmt Top Clip w/ (3) #10-I6 Screws t (2) PAP, To Steel . \ JB Joist Bridging Per Notes On 51 @ Mid Point OF Spon. See Typ, Details LN 52 i IF Been Infl11, See Typ. Details On 52 Piece 56 t LA Both Sides_ BR Bridging Per Note On 51 Within 12' Of Top OF Stud. See Typ. Detalls Oi 52 7-71 56+T6 Nested VT6 CA EL 37'-q.. Main Member Peak F RoaF 53 +TB Blkng Bturn Studs SD +TB I I I I CA I S6 e6 \ ha T6 T6 H55 HSS T6 Tb SB — - - - - - - -- - - - - - - - - - - - - - _ — _ — _ _ — CCA J I I I I I I i I I I II I I I I I I I y R CCA r I I I I I I I j Iz. „i� u.,8 3°r 1 55 ril BR i ,•¢L . R Uoc. `Li men., CCA m MTm sly I 'c fan 56-16 , L 56 ?211�11� i i T6 I T3ge T35e _ — T6 I T.0.5iab 3rd Flr/T,p of R.ftcr d ad • a a a ° a ' a ° ° ° a e EL.- +24-0r a g MacLeod HSS D973 Saadarel Engineers,PA 4N Main Street Gorham Maine 04038 207.839.D980 �T6 SANTORINI MEETING HOUSE Cutchogue, NY LIGHT GAGE METAL FRAMING WALL SECTION 8 T1Tte SECTIONS DATE: 11.8.10 DRAWN BY:BWM DRAWING NUMBER: SCALE: as noted PRGJ N0 2010-227 5-3.5 I, Roof Edge 1 Mirror Framing Ir About Centerline r N55 Post Below FRAMING NOTES CA L All Studs, Joist, And Rafters, Attach To Bd Tracks With (I) tt10-I6 col �%� Col Screws At Each Flange, Unless Noted Otherwise (UNO). 2. All End Tracks Shall Be Type T58 And To Match Stud Gage UNO. Curvl to (Except Deflection Track) Beare On 5tru t d 56 LGF WSteel p ( ) i 3. All Stud Overlap lanectians Shvtl Be q tt10-16 5vews, UNO. +TB 12 Below. Provide Stud Directly 4. Connection OF Track To Structure (Fasteners): Below Rafter/Joist. Infil (2) 0.145'41 PAF's To Steel Or Concrete And (2) #10-16 Screw, To Metal \� 58+TB Nested Ridge w/ Add'I Studs a5 Req,'d Deck On Light Gage Materials At Each Stud, UNO. Frame to Main Ridge� 5. Hold Top Of Stud Douro °4" At Deflection Track. (56+TG Below at Ceiling Joists) s6-16 �\ sb-16 LEGEND \� I 1U1T6 DESCRIPTION GCA `�,, CCA HSS Below truct'I Steel - — . \� 2YaC5JIB \'. 5g75, Typ. I cJg7 YP 3'YvCS_16-50kei Surds @ 16'0.<. UNO 6CSJI8 Studs @ l6'o.c. LINO \ ' SB+TB Nested Main Ridge I T6+56 __ (Full Ht stud, 12'm w/in loft of main comers) (56+T6 Below at I 6C5J16-50k,i Studs @ 16'o.a. UNO Ceiling Joists) I GT5Ei6-50ks1 Deflection Trmk TOSIab rd Fir/ -- _ - --- - - --- - _ __- _- - __ - _- Tb 6T5BI5 Cont. Track UNO 11 L T6 Tip OF IZGfter EL = 3+24 T6-16 6T5B16-50ksl Cont. Track UNO TCCA 58 BCSN16 -50k,1 Rafters @ I6'o.c. UNO Angle w/ (I) #10-I6 Screws At Each leg Per Surd • III _� pq _CA _ Dietrch 85)uo 2x24XWCa. Clip 4 w/ (4) Fasteners Ea. Leg UNO — — 58 Typ. Rafter 56e7 (Oletrdh 5657) 2x2x7xl4Ga. Clip 4 w/ (4) Fasteners I., leg UNO Piece of i —WF �� WF �� Piece ofS6 (56 Below at Ceiling Joists) s12Ga Clip 4 w/ (4) Fastener, Ea. Leg LINO Dg73 Dietrich Dg73 Clip L -(4) G10-16 Screws 4 5/B' P Hilti Kwlk Bolt 3 x2 I/4' Embed w/ a F50 uj/ce FCSC (Dietrdh 5975) 2x2x6 . WALL SECTION 1 1 I FC5C Dietrich Fast Clip 5 1/2" w/ (3) #10-16 Screws 4 (2) PAF's To Steel I FTC Dletrlch Fast Top Clip w/ (3) #10-16 Screws 4 (2) PAF11 Ta Steel JB Joist Bridging Per Nate, On 51 @Mid Point Of Span, See Typ. Details On 52 IF Bearn InF111, See Typ. Details On 52 BR Bridging Per Notes On 51 Within 12' OF Tap OF Stud. See Typ. Details On 52 I a III STAIR ROOF FRAMING PART PLAN Nested p Hip Bean Nested \\ Hip Bean Roof 5heathing �\ LO RaoF CA I Per ArchV5trl Dwgs Over Web Stiff TB SB Over Post, Face of Wall Face of Wall \ a1. RECE,9 at Recess T� �SB 58 �\ SB Blkrq B� \ Past3� Franirq (NotSNot.: Far Dcar hownn) (2)Past Refer to O mg \\\ Schedule. III \\ L AC)N° Bea" PART ELEVATION AT END WALL At Hip Boo, 12 „arr, Peak of Roof II 50 +TB i \CU` SB +oo Ridge Hip Been t Damp imevum f.si cly u b* eons, Tip of Raft ELb= 3+24F`0" TO�SIab 3rd Fir _ _ T6 Dg73 III 5B 5B MacLeod • Piece 56 4 LA Stwciurst Egineers,PA 404 Main Street Gorham Maine 04038 207.939.0980 Plea of 56 _ _ SANTORINI w FCSC WALL SECTION 9 WALL SECTION 10 MEETING HOUSE CA Cutchogue, NY Wa ldee Fa a LIGHT GAGE METAL FRAMING of WALL SECTION 12 °7LE° SECTIONS DAT-, 11.8.10 I DRAWN BY:Bltt I DRAWING NUMBER: SCALE: as noted PROJ N0:2D10-227 S-3.6 CA � FRAMING NOTES I. All Studs, .00hs And RaFters, Attach To End Tracks Wlth (1) #10-16 i Screws At Each Flange, Unless Noted Othuwix (ENO). 2. All End Tracks Shall Be Type TS5 And To Match Stud Gage UNO. \ (Except Deflection Track) 55 +TB s\\ 3. All Stud Overlap Connections Shall Be (4) #10-16 Screws, UNO. �\ 4. Cwnection OF Track To Structure (Faateners): (2) 0.145'0 PAF's To Steel Or Concrete And (2) #10-16 Screws To Metal — — — — — — — — `\ Deck Or Light Gage Materials At Each Stud, UNO. Roof Sheathing Per Archl/Strl Dwgs ' 5. Hold Top OF Stud Down ' At Deflection Track / .•.• Nj�� 1 GA T 0 R00f r� \ EL = Vanes LEGEND LA13EL DESGRIPTION CA \\ 52Ya 2FoG5JIB Studs P 100 c. LINO \� 5A BUSJI6-50kei Studs P Ib'o.c. UNO SB SB 58 5111 \ 56 6CSJ18 Studs P 16b.c. UNO (Full Ht Studs 120ac w/1n 10ft of main carters) T6 56-16 6CSJ16-50k5i Stud. P I6'o.c. UNO 6R 7r DT6 6T5E16-50ksi Deflection Track b' T6 6TSBIB Cant. Track UNO 12 76-16 6T5516-50kal Cant Track UNO 56 BCSWI6 -501cal Raften P 16b.c. UNO — 8 .. \ CCA IBga. 2# Continuous Angle w/ (I) #10-I6 Screws At Each Leg Per Stud CCA \ 55 CA (Dletmih 5685) 2x2x6xl4Ga. Clip A w/ (4) Fasteners Ea. Leg UNO 5687 (Dletrdh 5687) 2x2a7x14Ga Clip 6 w/ (4) Fasteners Ea, Leg UNO \ 1 5975 (Dietrcch S975) 2C2xGx=2 . Clip A w/ (4) Fasteners Ea Leg END \ D973 Dietrich 0975 Clip L -(4) #10-16 Screws 4 3/8" P Hiltl Kwik Bolt 3 x2 1/4" Embed \I FC5C Dietrich Fast Clip 5 1/2" w/ (3) #10-16 Srews 4 (2) PAF5 To Steel 56-16 FTC Dietrich Fast Top Clip w/ (5) #10-16 Screws t (2) PAF's To Steel_ JB Joist Bridging Per Notes On 51 P Mid Point OF Span. See Typ. Detail. On 52 \� CCA IF Beam Infill, See Typ. Detad. On 52 SR Bridging Per Notes On 51 Within 12' OF Top Of Stud. See Typ. Details On 52 CCA I \•.� 75 . T6 TO51ab 3rd FI,r ___—.� — a - - T.O. EL, rd '-0" —Tz ° ' �'— � Tip of Rafter EL.= +24'-0" I---- —' CCA DTb D973 II� _s I i Piece of 56 BR w/ FC5C WF Bean 56 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I Tb T O.Slab d Ir T O,Slab r Flr EL DT6 DT6 I I I I BR II II I I I II II II II II ' MacLeod Structural Engineers,PA 404 Hain Street Gorham Maine 04038 207.839.0980 56 SANTORINI T6 TG MEETING HOUSE Cutchague, NY _\ LIGHT GAGE METAL FRAMING n SECTIONS WAL]. SECTION 14 DATE: 11.8.10 DRAWN BY:B'M1M DRAWING NUMBER: TIO WALL SEGN 13 SCALE: as noted pROJ N0:2010-227 S-3.7 FRAMING NOTES I. All Studs, Joists And Rafters, Attach To End Tracks With (1) #10-16 Screws At Each Flange, Unless Noted Otherwise (UNO). 2. All End Treeks Shall Be Type T513 And To Match Stud Gage UNO. (Except Deflection Track) 3. All Stud Overlap Connections 5hall Be (4) #10-16 Screws, LINO. 4 Caraction OF Track To Structure (Fasteners), (2) 0.145'4, PAF's To Steel Or Concrete Ard (2) #10-I6 Screws To Metal Deck Or Light Gage Materials At Exh Stud, LINO. 5. Hold Top OF Stud Down �' At Deflection Trxk. LEGEND LABEL DESGRIPTION 52k, 2k aJie Studs a Wax. UNO 534s %-CSJI6-50kei Studs E 16'o.c. UNO 56 6CSJI6 Studs B 10o.c. UNO (Full Ht Studs 12'ac w/In 1Oft of main corners) 56-16 GC5JI6-50ksi Studs ® 16'a.c. LINO Piece 56 Gusset PI w/(4)#los Both Sides DT6 6T5E16-50ksl Deflection Track T6 GT5518 Cant Track UNO 8 ® / • : ; \ �S T63-16 WSW* -6 5 01k5l Rafters F Ib a..c, UNO CCA IBga 2x2 Cmtlnuous Angle w/ (I) #10-16 Screws At Each Leg Per Stud / \ CA (Dietrcih 5685) wxw fG4 , Clip 4 w/ (4) Fasteners Ea. Leg UNO -- 4BIkng1 T5F..tNngTO RoorDwgs / / / \ \ 5657 (Dlelrclh 5687) 2x2x7x14Ga. Clip 4 w/ (4) Fasteners E. Leg UNO / / \ \ 5975 Dietrcih 5975 2x2xbx12Ga. Clip 4 w/ 4 Fasteners Ea. L UNO EL = varies j� / \ � ( ) p O Leg D973 Dietrich D975 Clip L -(4) #10-16 Screws 4 B 0 HIM Kwik Bolt 3 x2 1/4' Embed CA % / / \ \ FC5C Dietrich Fast Clip 5 I/2' w/ (5) #10-16 Screws 4 (2) PAF's To Steel FTC Dietrich Fast Top Clip w/ (3) #10-16 Screws 0 (2) PAF's To Steel 515 / / \ \ \\ JB Joist Bridging Per Notes On 51 E Mid Point OF Span. See Typ. Details On 52 -- —_ —_—_— B IF Bean WIT, See Typ. Details On 52 BR Bridging Per Notes On 51 Within 12' OF Top OF Stud. Be. Typ. Details On 52 Contln. Bridging 12 12 BI Canon. Bridging at Mid-span Note. Provide Diagonal Bracing \ \ / at Webs and Bottan Chard aL \ First and Last CCA Con Roof T vss / — aM d Bridging T6 •1 III � CA � � T6 CCA III - .. .I I CCA PiPI. of w/ Fl.St. c J w/ FCSCS& piece of 56 TRUSSES @ 2FT O.G. w/ FCSC J� G� J S6 WF Bean � �WIF Bean WF am BR r l I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I 1 I I I I I I II II I I I I I I ' I 1 1 I I I 56 rLII611ty I. 1 I I T6 T6 MacLeod Stmnural Enymeers,PA 404 Main Street Gorham Maine 04038 207.839.0980 SANTORINI MEETING HOUSE WALL SECTION 15 u c ogue, NY WALL SEGTION 16 LIGHT GAGE METAL FRAMING SECTIONS DATE It .10 DRAWN BY:BWM DRAWING NUMBER: SCALE: as noted PROJ 140:2010-227 S-3.8 53% Both Sides w/ FRAMING NOTES (10)#10 Screws to Box Bens and . All Studs, Joists Ard Rafters, Attach To End Tracks With (1) #10-I6 Pas IScrews At Each Flange, Unless Noted Otherwise UNO SB+TB Nested (UNO). Ridge Bean 2, All Ed Tracks Shall Be Type TSB And To Match Stud Gage UNO. CA Both (Except Deflection Track) 5ldes 3. All Stud Overlap Connections Shall Be (4) 410-16 Screws, UNO. 4. Connection OF Track To Structure (Fosterers) �;. (2) 0.145"0 PAF's To Steel Or Concrete And (2) #10-16 Screws To Metal Deck Or Light Gage Materials At Each Stud, UNO. Boxed Hip/Vallsy Bean) \� 5. Hold Top OF Stud Dawn 4f At Deflection Track. (2)BCSJI2s + (2)3%T51316s \, \ LEGEND LABEL DESCRIPTION \\\\ 52Y2 2Y¢SJIB. Studs @ 16"o.c. UNO SA33sC5J16-50b1 Studs @ I6"o.c. UNO 56 6CSJIB Studs @ 16"o.c. UNO (Full Ht Studs 12"ac w/in loft of main ca ors) L 56-16 6C5J16-50ksi Studs @ I6"o.c. UNO \ DT6 6TSEI6-50ksi Deflection Track Provide ( low %l4 ad 12 Pints Below Header _ Bonn, Ea. End, Typ \\ B Tb 6T5818 Cunt, Track UNO T6-I6 6TSEI6-50ks1 Cant. Track UNO (2)BCSJ12-50ks1 + -- — -- \\ (2)3%T513165 ad SB BC51,116 -SOksi Rafter @ 16"o.c. UNO alley Bearn CCA Riga. 2x2 Continuous Angle w/ (1) #10-16 Screws At Each Leg Per Stud CA (Dietrclh $655) 2x2x6xl4Gu, Clip 6 w/ (4) Fasteners Ea. Leg UNO 5687 (Dietrclh 5667) 2x2x7xl4Ga. Clip 6 w/ (4) Fasteners Ea, Leg UNO 5975 (Dietrclh 5975) 2x2x6xl2Ga. Clip 6 w/ (4) Fasteners Ea. Leg UNO D973 Dietrich D973 Clip L -(4) #10-16 Screws 4 5/W 0 HIM Kwik Bait 3 x2 1/4' Embed SB �\ FC5C Dietrich Fast Clip 5 1/2" w/ (3) #10-16 Screws 4 (2) PAF's To Steel s3% Both Slow of Valley Bean 'i ��,\ FTC Dietrich Fmt Top Clip w/ (3) #10-I6 Svews < (2) PAF's To Steel Rotate Parallel to Valle Bean JB Joist Bridging Per Notes On 51 @ Mid Point OF Span, See Typ. Details Ch 52 (2)53� Betted Pints Y l \, Below Header Bean, End, Typ. I IF Bean Infill, See Typ. Details On 52 BR Bridging Per Notes O, 51 Within 12' Of Top OF Stud. See Typ. Details On 52 D973 0973 DR73 T6 - - D973 III WALL SECTION 19 TYPICAL HIP/VALLEY BEAM CA CA Boned Header Bean Boned Header Bean \ (2)I005WI45 + (2)I0CSWI45 + (2)GT51316s (2)6TSBI69 Prwide (2)53% Basle Notts Provide (2)53nYs \ SB +TB Poets Below Header Pints Below Header Bean, Ea, End, Typ. Bean, Ea. End, Typ. 3 / � 12 � \ �B �• . . \ \ le c 1 i 5B+T5 Nested CCA CCA Valley Bean 1 CCA I 52 Yi D973 D973 T2 T6 T6 rr,, SB 'le 53`X Both Sides of Valley Bean Rotate Parallel to Valley Bean I -- T6 :I Dye WALL SECTION 17 DORMER FRAMING D973 III MacLeod I swaural tngmssr:,rA 1 404 Mali Street Gorham Maine 0403E 207.839.0980 SANTORINI MEETINGHOUSE Culchogue, NY WALEYBEAMON 18 VALLEY BEAM LIGHT GAGE METAL FRAMING "'LE' SECTIONS DATE: 11.8.10 DRAWN BY:BWM DRAWING NUMBER: SCALE as noted PROJ NO.2010-227 1 S-3.9 LE ES 21 e10G.0ERTOWN OF SOOTH010 SOTEp� 00 D K POND ROAD n T.:. ' rlei 4�1.`t��r� 'Ws t� vi M ti Jta r .i t l�' a w K Y✓ 1 Jf F.f '+�1 Y 3' '� '� `vt -'-, f 7 I oS5 OF Sf{ L P" A �f k, q r f��'BA�F'� v�gv^:f5'�Tye rr,,tiv-:vt a '+�sL ,ka a�'�r-yrl� •u"s 6'x,3wa i SoutSald „, i ,N,�L 5,.k,{ * rr•- - 3 �r s: kc r+A �Pi ee r n -`C`: tai'^xprt TT hs''"'.'I ,0 LIF� r SUFFOLK CO TY h DEPARTMENT 1�4 _ L1p� k - - - NewS.ft. MaTCRuCM Nev 5uffolkq .,I Lv'. u Soanu A OF 5akm �.'. .. 35mi Ldufel H ALTH SE ICES APPLICATION FOR ° 1 Suffolk County Department of Health Services Approval for Construction-Other Than Single Family References No. C 16 — ➢Y,--,�D07 S Design Flow-7 `1 Ya �.r use(s) >7 0/ 41u i'i f � l t,tj 3 �n These plane have been reviewed for general conformance with Suf>i11k County Department of Health Services standards, relating to water supply and sewage disposal. Regardless of any amlesions, inconsistencies or lack of detail, construction is required to be In S TORINI BEACH SORT accordance with the attached permit conditions and applicable standards,unless specifically waive the Department.This approval expires 3 years from the approv ,unl s Re xtended or ronewed. TJAN 13 201n i5 Approval Date 'r 3800 DUCK POND ROAD 9 CUTCH: OGU 8 7 12/09/09 SCDHS NOV 09 COMMENTS MG L 6 10.29.09 SCDHS AUG 09 COMMENTS MG 5 7,10.09 SCDHS 1/16/09 COMMENTS MG 4 3/04/09 SCDHS OWR 2127/09 COMMENTS MG TO SOUTHO 3 3104109 SCDHS OWM 2/27/09 COMMENTS MG 2 11118/O8 REVISED PER SCDHS COMMENTS MG 1 - ISSUED TO SCDHS MG 0 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 IS SUFFOLK CO TY W YO 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. 1 "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." GENERAL NOTES: LNO CONSTRUCTION SHALL COMMENCE UNTIL.THE FOLLOWING CONDITIONS ARE NET: 5.THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF JAWS, LASALA SALA & A.A PERMIT TO CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM EXISTING UTILITIES BY FIELD INVESTIGATION.THE CONTRACTOR IS RESPONSIBLE ASSOCIATES, LLP (NEW YORK STATE DEPARTMENT OF ENVIROMENTAL CONSERVATION)AND AN APPROVAL FOR DETERMINING THE ADEQUACY OF ALL EXISTING SEWERS TO ACCEPT 11 OVAL DRIVE TO CONSTRUCT ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CONNECTION OF THE PROPOSED WOR THE ENGINEER SHALL BE NOTIFIED OF K. HAS BEEN RECEIVED.. ANY CONFLICTS BETWEEN EXISTING UTILITIES AND OF ANY INADEQUACY OF SUITE IA, B.THE CONTRACTOR HAS NOTIFIED THE ENGINEER IN WRITING OF HIS THE EXISTING SEWER LINES TO PROPERLY ACCEPT PROPOSED CONNECTIONS T L TELEPHONE: : 31749 INTENTION TO COMMENCE CONSTRUCION AND HE SHALL SUBMIT AN ACCURATE SCHEDULE AND FLOWS. TELEPHONE: 631.232.1536 JOB GaAE-00146 FACSIMILE: 631.232.1536 JOB Ot3AE-00014 OF ANTICIPATED WORK PROGRESS AT LEAST 14 CALENDAR DAYS PRIOR TO ACTUAL COMMENCEMENT DATE.IF FOR ANY REASON CONSTRUCTION IS TEMEORARI.Y 6.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ALL AREAS DISTURBED EHASZ GIACALONE SUSPENDED,A WRITTEN NOTICE OF SAME SHALL BE TRANSMITTED TO THE ENGINEER. BY THE WORK TO THE CONDITION AS BEFORE THE WORK COMMENCED. WRITTEN NOTICE OF RECOMMENCEMENT OF CONSTRUCTION TOGETHER WITH ARCHITECTS, P.C. REVISED PROGRESS SCHEDULE SHALL BE TRANSMITTED TO THE ENGINEER 7.DURING CONSTRUCTION,A REPRESENTATIVE OF THE HEALTH DEPARTMENT MUST BE DRAWING 11V G LIST: AT LEAST WORK DAYS PRIOR TO ACTUAL RECOMMENCEMENT DATE. PRESENT TO OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS BEING f �7: i7L 431 CONKLIN STREET CALL NECESSARY APPLICATION S HAVE BEEN FILED WITH THE HEALTH DEPARTMENT,NYSDEC, INCORPORATED INTO THE PROJECT.THE HEALTH DEPARTMENT SHALL BE THE SOLE JUDGE SAN-00 COVER SHEET FARMINGDALE, NEW YORK 11735 THE TOWN,AND ALL NECESSARY APPROVALS HAVE BEEN OBTAINED. AS TO WHETHER THE CONSTRUCTION PROVIDED IS IN COMPLIANCE WITH DEPARTMENT SAN-01 EXISTING CONDITIONS & DEMOLITION SITE PLAN TEL'(516)420-8383 FAX:(516)420-0195 ME REQUIREMENTS.AT ANY TI DURING THE COURSE OF THE CONSTRUCTION THAT 2.PRIOR TO THE INCORPORATION OF ANY MATERIAL OR EQUIPMENT INTO THE WORK, THE WORK IS DEEMED UNACCEPTABLE,A STOP WORK ORDER WILL BE ISSUED AND A N S S Tf 7� , W 7� A IN PLAN PROJECT FIVE(5)COPIES OF SHOP DRAWINGS,CATALOG CUTS,ETC,AS MAY BE REQUIRED SHALL ALL WORK PERFORMED AFTER THE ISSUANCE OF SUCH AN ORDER SHALL NOT BE ACCEPTED SAN-02 SANITARY & STORM WATER.ATER Dl�t].11VAGE SITE PLt1LV BE SUBMITTED TO THE ENGINEER.NO MATERIAL OR EQUIPMENT SHALL BE INCORPORATED INTO OR APPROVED BY THE HEALTH DEPARTMENT.UNAPPROVED WORK AND/OR MATERIAL SA -02A WATER SERVICE SITE PLAN (note: water service to motels, restaurant and cabana SANTORINI BEACH THE WORK UNTIL ALL REQUIRED SUBMITTALS ARE REVIEWED AND APPROVED IN SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE HEALTH DEPARTMENT L yy ,1y RESORT WRITING BY THE ENGINEER. BEFORE APPROVAL TO RECOMMENCE WORK WILL BE GRANTED. has already been installed under the scdhs approved interim water supply plan) SAN-02B�+ WA7�TTERA MMAIN PROFILES CUTCHOGUEKVIEW oRK1935 3.SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF 10.0'HORIZONTALLY IN A CONTRACTOR SHALL BE RESPONSIBLE FOR DMAINTAINING WITH THE CONSTRUCTION SITE SAN-02 C SANITARY ITARY PROFILES AND 1.5'VERTICALLY BELOW ANY EXISTING OR PROPOSED WATERMAAI. IN A NON-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH THE REQUIREMENTS OF IRE NEW YORK STATE DEPARTMENT OF LABOR,OSHA AND ALL OTHER AGENCIES HAVING JURISDICTION. DRAWING 4.TAPE ALONG ALL SEWERCTOR LL]FURNISH IS FORCE MAIN AN UNDERGROUND NDERGRO ONS�NG THE CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. S�Ay,7I�V7-03 WEST MOTEL, EASE MOTEL & RESTAURANT RANT SANITARY & STORM WATER ATER DRAINAGE PLAN AND9TINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS SA -03A WEST & EAST MOTEL SECOND FLOOR PLAN E=- 7-�, � �-4 E-= — T ARE FULFILLED TO THE SATISFACTION OF THE HEALTH DEPARTMENT: SAN-04 TRAINING CENTER & CABANA SANITARY& STORMWATER DR IMAGE PLAN A,SATISFACTORY INSPECTION BY THE OFFICE OF WASTEWATER MANAGEMENT OF THE SEWAGE DISPOSAL A 7� SYSTEM.CALL 631 852 5754 TO SCHEDULE AN INSPECTION. SAN-05 SANITARY DETAILS B.SAIISFACTORY INSPECTION OF THE WATER SUPPLY SYSTEM BY THE OFFICE OF WASTEWATER SAN-06 SANITARY DETAILS & SEWAGE DISPOSAL DESIGN CALCULATIONS DATE 1/2g/05 DRAWN BY M� MANAGEMENT.CALL 631 852 5754 TO SCHEDULE AN APPORVUMENT. 7 7 7� CTOUR PRINTS OF AN AS-BUILT PLAN ARE REQUIRED.THE AS-BUILTS MUST BE SIGNED AND SEALED BY A SAN-0'/ SANITARY DETAILS SCALE AS-NOTED CHECKED BY H B LICENSED NEW YORK STATE LAND SURVEYOR AND SUPPLY EXACT HORIZONTAL AND VERTICAL 17 p �7 ITT 7� 7 INFORMATION OF SEWER LINES,STRUCTURES,ETC.AS-GUILTS SHALL BE PREPARED IN ACCORDANCE SAN-08 SANITARY DETAILS PROJECT SHEET 1 OF 9 i28AE OOOI4 Q V V WITH SCDHS STANDARDS FOR AS-BUILT DRAWINGS. D.CERTIFICATION FROM THE LICENSED SEWAGE SYSTEM DISPOSAL INSTALLER IS REQUIRED. y,/jFlUFE55Ep45T DRAWING N�. (� 10.THE MOTELS,POOL CABANA,RESTAURANT AND TRAINING FACILITY ARE TO BE USED BY THE MEMBERS OF NAME & ADDRESS OF OWNER/APPLICANT: THE JOINT INDUSTRY BOARD OF THE ELECTRICAL INDUSTRY „ r r, `�Q oNLYANDARENOTOPENTOTIffiPUBLIc. EDUCATION & CULTURAL PROPERTY HOLDINGS, INC. W Rt, r © ga 158-11 HARRY VAN ARSDALE AVENUE ja N FLUSHING, NY 11365 >, g ��' `�®®® f 0 F NEW � m N I a %/ -lam I 2 of SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES LINE OF APP T 0� GH WATER APPROVED HI REFERENCE NUMBER: CID- D1? - OC1 < SEE DRAWING It OF 4- FOR SPECIAL CONDITIONS O oti h, LEGEND REVIEWER'SINITiALS: % / // / i/i // /i// // l \ I a�' I 9tc) e SOIL BORING LOCATION \ \ - _28_ \ 1 FI 4 EXISTING SANITARY POOL 1<'v0� vv WITH PIPING & VENT i 4 / '/ 5EXGH// / 1 � N\o\ \\\ \\\ \\ \\\ \\ \1\ \\ \\ \ \\ 1\ 1\ 1\ I\ \1 -52- - / / 'EXISTING SANITARY / i ! VENT (TYP2j• ! i / ' rOAST AL EROSION V A A A \ V A \ \ V A V A AV A A /\ E)STING / ' V A 1 IigZAR� LINE'- - V A\ \\ \\\\ A V A\ \V A\ \\ \\\\ \\\V A A\ \0 i .FENCE ON / /,/ / / EXISTING i of'�, \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\\ \ \ \\ \\ \ \ •.- - -5a- - _ SEA WALL •T V A /EXISTIhYG -' , y1k A I TEST \ \`�so \\\ / g� \ \ � \ \ \ \ n \ \ _ L / RE�Y�URA r Sao ET WOI_6 \Q 3 \ �, \\ \ \\ ` I WN \ BUILDING / O GHAIN'LIN</ --56 _ O 'PALLED 4/08 FENCE EXfSTING -P t \ \ \ \ \ \ C URrr e� � rwo (z a' HI 2p v v v v vv 'v v SUFFOLK COUNTY R 0 < '� v i PRECAS➢ L ACHIN RINGS V A V A V A \ V A A V A V A V A \ V A A\ -_ DEPARTMENT V O � OO.p 112) vj H TO SLAB BURIED \\ \ \ \ \ \ \ \ \ \ \ N \ \ A M L ' /(T �L '1 yG'i A '°,V \ v 1 A V A AV A I>I L'� \V A A 11 V A\ \ \ V A V ss \ / HEALTH ! \k� �� A \ \ \ \ \ \ \ -•.r EXISTING WELL NOTES: HEALTH SERVICES T m \ \ \ \ TEST \V BL1 A\ VAVAV \ \ WELL W-1 : TINGOS HOLE No. S,12027 9 APPROVAL B_6 \ \ \ \ \ \ \ a\ '\ \ \ \ \ \ \ \ \ \ _ _ INSTALLED BY KREIGER WELL & PUMP AIIJS A°Sz t? - \ \ 1 \ \ \ \ \ \ \ \ \ \\ -sa- - - -� \ CORP., COMPLETED AUGUST, 2002. ,/ /GONG I LV EXI TING WELLW\7 6 ATESTV ' V AV A \ A\ \\ V AV A \V _aB A SEAWALL E%ISTI -1 0� a /\ \ \\p \ \ \ \ \ \ \ \ \ _ - - - - - - \ \ WELL W-2 ! \ °�° �- th n \` / l-2A -, \ \ \ \ \ - - - - - �•, \ \ No. S5B840 / ,1g( STOR �-(�-( f � 1) e \ l \ \ \ \ \ \ TE F -;,\ - \ \ \ _ - -46- -- - \ \ \ INSTALLED BY KREIGER WELL & PUMP \ AvI vI,yI - AA --aa \ \ '•\\ CORP. COMPLETED JUNE, 1976. �� J. a0 d`P �--a,1 Gr / \ 1 ,, -,� - _\ s• - - —42- - - \ .N \ EXISTING \ \ \ IJIW- - \ \ , \ \� ��opl °"s �`6) �° ° 4\` 6 \ _ 1 \; \ ;\ , \ \�l\\\� \ -3a_ - -ao- - - � \ \ \ \i, \ NOTE SANITARY F+� �,1.�. XISTING 4"F \ \ - \ \ VENT TO c �. \ I t ISTING CW � �'P. O\��F ??� \ � �' \ 1 \ \�` \� ti• `'� � �,� - _- _ _ `` - \ \ \ \ \ \ C\ \ W-1 AND W-2 ARE NOT CONNECTED TO / \ \ a � o,i �, - - \ \ THE POTABLE WATER SYSTEM. REMAIN (TYP) , , \ SANITAR T '� �e� I i - tea_ - ,3 ..- - - _ \ \ \ \ \ •.\ \ Z\ i \ STRLLq(II G Y\ EXISTING\VALVE ®A\\� \ \ N \ ��?a-• -� .•a°`P -N I I • �' f ( •• MAIN END `. A q p k �S S� \ 9(2 YP}AIL1%✓�Y G \s°e\ \ \ b \ \ 1 \ - .XL TING p),Z� j'r � STR (&IDWR A C E \ y;,, v�Ai e A s RAM / v v 0�`�0 vA A 4"FS V A 1 1 A \ V A A \ F V i ANITARY LEAC HFNG y, .l A\ /[p1 P� \ \\ \ FP- (7 / Fs 1 \ I 1 COOR�NATE EXISTING\ \ \ \ \ \\ \ \ \ \ <}off METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES POOL TO B2\ -�2; @gyp l`� ,",� H F \�0 \ \\ v \g0 g't\� EXIS I EISTIN� fib' 1 \ I EE REfJOVAL \ \ \ y o ARE 5GALED DIMEN51ONALY FROM SURVEY BY JOHN G REMOVED (TYP) \ \ S \ \ F- �Q i) \ s '1-\ 4"CW \ I \ WITH OWNER r \ \ \ \ \ \ \ \ ._ \ SS R EHLERS LAND SURVEYOR DATED 4/5/00 EV' 3v �� \ vC>.VUfi�T V A TEST 1 A v A \ V A \ \ V v A I \V o 0 p-f' !' � � ii��'�" !/ .EXISTING 4" \ V v \ V ` V A \ V A 1 CV /y ,p @ 1 HOLE 1 \ \ \ \ \ �} TOTAL AREA OF PARCEL = 1659 AGRE5 F_ i �� ., V 's / ! VA \ b-4AA V A V A 1 V A A �� F/.\ \ \ wo // \ \\ SPX / T\E\ST I A I \ \V I 1 I I Im I I I vim' I I I \ ELT ✓ TIONS REFERENCE U.5.6.5EISTING 5� o�L HOLETT -5 SITUATE: o GHOLE p STRUCTURE <�,S EXI ,E POND ROAD(TYP) TING cS GTGHOGUE 9 f_� BOGO�BA/LL I I II I II \ \\ \ \\ A v -owN OF SOUTHOLD CR 8NEW , TE )INSTALLED S.G T.M. SECTION, LOT 8 BLOCK 7 12109109 SCDHS NOV 09 COMMENTS MG EXISTING 8" P IN STREET \ Nti;H 1.9; - _ \ TWO (2) 4' i / / I \ \, I \ \ \ \ R 1000-83-2-I _ S 6 10.29.09 SCDHS AUG 09 COMMENTS FOR 4" IRE SERVICE i \ E�STI G 2"CW / / / E,KSTNCy OUTLIOOR \ \ \\ II I\ \\ \ \\ \\ \\ \\ \\ \s2\ \ ,\ '`� �o,P 1000-83-2-2 MG PRf-C,45T-tE RINGS SERVI E BY SCWA \ < \ IH%IST BURIED \• \ / ' / / � / .SWIMMING PO��. I \ \ I I \ \ \ \ \ \ \\ T `��\ '�000-83-2-I1.2 5 7.10.09 SCDHS 1/16/09 COMMENTS MG TO PR ERN LINE "s / .s - � s \EXSTING 4"FS / ' i \x i ' a\ \ °o 1 \ \ \ \ \ \ \ \ \ RF `- '-, ;CATION OF 5UBSURFAGC- FACILITIES 15 APPROXIMATE AND 4 3104/09 SCDHSOWR 2127109 COMMENTS MG EXISTING 4"CW `sr \ \ \ \ \ \ \ \ \ \ \ \ \ •\ \ `Si0 �� 'oHOULD BE TAKEN AS SUCH CONTRACTOR SHALL FIC-LD \ v / ( \ ! ' � - 2s \ N \ \ \ \ \ \ \ �� •\ ' \ r`,I,r �I/� \ CRIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED 3 3/04109 SCDHSOWM2/27/09COMMENTS MG 6Y THE-: WORk EX IN 2 11H8108 REVISED PER SCDHS COMMENTS MG EXISTING SIAME gE CONNECTION\., I \ / ' '�, / I \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ 1 ISSUED TO SCDHS MG HYDRAN ) y / ,1 \ \ \ \ \ \ E%ISTIN t 6� \ EXISTING HOT 'BO% FOR �'�� \ /' i EXISTING GFAE3ANAS I \ \ \ \ .\ \ s NOTE: 8"� p \ \ DOMESTIC AN FIRE SERVICES 2� 'j{.\ \ \\ \ \\ \ \ \ \\ \ \ \ \ \ \ \\ \ \ \ '\ g \\ BEEN MERGED AND AND A NEW TAX MAP REV DATE DESCRIPTION BY l� TAX LOT 83-2-1 , 2 AND 17.2 HAVE c \ \ \ \ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, N FROM STREET. \ z °`d5 112' A Pp LEA ; INGSPOOM \ \ \\ \\\ \ REAL PROPERTY 7.3 REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A STREET e ' I r \ \ \ NUMBER ASSIGNED BY SA NEW COUNTY MAIN EXIS WATER $ERVK:€ FROM METER TO RPZ \ \ t 1000 GALLON PRECAST W OLD COVER \ \ \ \ \ \ yy ) ' " / ss -�- I I \ \ \ EXISTING 'CIELL\ \ \ \ \ 1 9 FORMER 83-2Ei�T2 AND 17.2 TAX MAP LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY B7 SCWA \ „ �. \ I / \ \ I �\ SEPTIC TANK TO REMAIN _ M L 21\50 \ W-2 \ \ \ G - EXISTING VAlTER METER \ \ s I ' "-'i- _, POOL DEEP PRIECAST LEACHIING I L N2 \ \ \ `�s \ \ \ \ \ \ \ \ \ ,P/O NUMBERS WAY ANY ITEM ON THESE DRAWINGS. IF GI ITEM \ lB �POOL TO REMAIN I I Wej/ BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS INSIDE PR�PERTY DINE \ \ I I �1 B;'' I �' I I °' 5' 1 \ \ \ \ \ \ \ \ \ \ \ ALTERED, THE ALTERING ARCHITECT ENGINEER F<XI TING FOOL. \ \ \ \ \ F t' / \ \ EXISTING /4" WATEFI�Ip.P \ ! I I \ \ \ I e. 9 9 SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND IN STREET FOR 2" �) 1 II II I� ' EQUIPMENT // C�-D I �\ I 1 \I \ \\ \\ 1 ` \\ \\ \ \ \ / \ \ ,\ /So, <o0 oSo4• HIS/HER HER\SIGNATURE AND BY" FOLLOWED DATE OF BY SUCH SERVICE BY SCWA TO I ROAM/TOI=ETS TES u I ICI 1 \ \ > METER PROPERTY LI I I I \ \ \ Q \ \ \ / \ F SF / N HOLE ®- 4 p N / \ & PL ALTERATION, AND A SPECIFIC DESCRIPTION OF THE \ I / 'o m \ 9 ALTERATION ON THE DRAWING. APPROX. 1000' FROM VISTA P I ��A\ I I I I / / I I I 1 / 1 1 A V A \ I i 1 �' / I/I I I \ \ I I I \ / \, "THE PLANS AND SPECIFICATIONS HEREIN ARE TEST ("70LE (T�'P) 1 o 1 1 \� \ \ I / \ / '\ INTENDED FOR THE SUBJECT PROJECT ONLY AS A - _ - EXI TIN T EE 1 / \ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN 1 / / SEE DWG N 0 .1 C - 0 ( \ \ \ \ 1 \ \ I I ,/ \ , THE OWNER AND JAMES, LASALA & ASSOCIATES, i '%6B=\\\\\ I� I`V� •Is. I\E\ �TYP� 1 1 \I \ ',I' a '•\ LLP. THESE PLANS AND SPECIFICATIONS WILL BE F® VA //�® IL BORING VET LSI\\ V v A\\ \\\ \\\ \\\ \\ \V A \�•/ h \ NTHE OT BESUBJECT REV OF A REUSEDCOPYRIGHT BY ANYONEWI MAY THOUT THE WRITTEN AUTHORITY OF JAMES, CABALA & -'0 — - - - - \ \ . ASSOCIATES, LLP." JAMES, LASALA & ASSOCIATES, LLP 11 OVAL DRIVE za \ � \ POPERTY INE SUITE 129 - - - - - - - - - I 11749 TELEPHONE:Y631 5 660 J#92.2 JOB OBAE-00146 1% U — ff ti � - � � � - - - \ \ � I FACSIMILE: 631.232.1536 JOB OBAE-00014 0 0 - '/ '//' // i ' , _ 42; 54_ \ `\ ARCHITECTS,EHASZ GIACALONE P.C. I \ `I 2UQo� /i///'/// i 2,3 '3 - , _aa- - - - = \\ \ -zs_ \ \ \\ \ \ \ \\ \ \sl \' \ j ! ' 431CON LINSTIREET K Q!'� i/ / //// / ,3 / _ ,aa `o \ \ \ \ \\ \\ \\ . \s° - - - // FARMINGD E WYORK11735 0 7 / / / ' / '36/ ' U qq \\-\\ = o % \ \ \\ \ \ \ \\\\ - - - - - - \ \i TEL 51 83FAX: 516 6 420 83 / / / / / / / �� -Fe � _-EE�'`4- /' J / \\ \ \ \\ \\ � \ \ \ \ \ / PROPERTY LINE •( ) ( )420-0195 - - / �\\ \�\\- - - - - - / ' PROJ ECT CT - - - - _ — 301 - - - - SA I BEACH -34- - - - - - - - - - - - - - -� - - - - - --------- - -35- - RESORT 38_ -56, 3800 DUCK POND ROAD-3 CUTCHOGUE, NEW YORK 1 1935"?' ,\ / DRAWING - -- ----- - _ _ _ -ti —__—__—_ _--- __-- —__ --_ 589'53'40"W 1293A2' - -=- - -5048 - - -- -_ - - - - - - - - - - r/ - - - - - - - _52' - - - - - - - - - - - -- - - - - - - �x "IOL 71CON SITE (PLAN LAND NOW OR FORMERLY OF ,' LAND NOW OR FORMERLY OF " NIGHOLAS ALLIANO _ _ PROPERTY LINE TIMOTHY T STEELE S JEANE P STEELE DATE T/2g/pg DRAWN BY SANITARY STRUCTURE REMEDIATION SCHEDULE: NOTE: SCALE AS-NOTED CHECKED BY / ! / SANITARY POOL Na.: l.IN ACCORDANCE C OR SANITARY SYSTEMS SHALL BE REMEDIATED AS INDICATED ALTH VI THIS DRAWING. PROJECT SHEET 2 OF/ 1/4/ / bISVANC,q( TO/NEAR,E`SAT CROS STREET: - POOL No.;STRUCTURE ABANDONMENT SCHEDULE: 1,4,7,9,10,11,12,13 AND POOLS AS OVERFLOW FROM THESE Z ALLC EXISTING SANITARY WITH FLEACHING FOLK POOL STRUCTURES ARE NTY DEPARTMENT OF E TO BE COMPETELQUIREMENTS. t78AE 0001q 9 \ \ '58 - 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16, SHALL BE REMEDIATED BEFORE A PERMIT TO CONSTRUCT REMOVED EXCEPT FOR THE EXISTING CABANA SYSTEM WHICH IS TO REMAIN. / 1�,32D 'FT +y-\Tb kIGHIE$ DRIVE o \ \ \ \ \ � / 19 THE NEW SEPTIC SYSTEM IS ISSUED. THE CONTRACTOR SHALL NOTIFY THE SCDHS OFFICE OF POLLUTION CONTROL e\tOFE55/pN RAWING NO. \ 4 72 HOURS (631 854 2504) PRIOR TO THE COMMENCEMENT / OF ANY FIELD ACTIVITIES SO THAT SCDHS STAFF CAN BE PRESENT TO OBSERVE THE REMEDIATION WORK. EXISTING CONDITIONS SITE PLAN r ^ ` 1 -aD 9FF�f:::a3 ore SAN -01 IUEw N / LINE OF: AFF-ARZN7 HIGH WATER 3 ry % Y SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES '9 REFERENCE NUMBER:APPROVED O O R oti j, sL9 o LEGEND SEEDRAWING## OF II FOR SPECIAL CONDITIONS <�d �<oF� e SOIL BORING LOCATION REVIEWER'S INITIALS: NEW 4' H CHAIN 9s p p p / LINK FENCE v vv�/ ��T p V, EXISTING SANITARY POOL WITH PIPING & VENT / \ F63 Tip IC-) �j E3EAGH 1 / 1 ` o\Z \ G _ �1n _ COASTAL EROSION ./ % i EXISTING /` 1 HAEARD LINE vmay �0�0 FENCE ONE _ 1 i 'EXISTING �� / SEAWALL/ ° ` \ N�EXISTING \ 1 REFUSE�I RECEPTACLE AT •UNDRY ROOM TO EMIAN ., /' ��SIG I TEST 5 ` HOL�i P 3 \� iRESTA'URAIT y p 5LIL'DING� Is, � pp CHAIN LINK (A SUFFOLK COUNTY FENCE o,T, ,. / , s/�f DEPARTMENT o OF / 0 - 2c+�to \ \\ EXISTING WELL W-1: TO BE USED FOR EXISTING WELL NOTES: HEALTH SERVICE S RIGATION PURPOSES ONLY. ALL WELL WELL W-1 : / TING 40' S \ ERALS HAVE NEEB DISCONNECTED. No. S120279 APPROVAL EXISTING552-CW < \ THE ARE NO CROSS C014NECTIONS INTO INSTALLED BY KREIGER WELL & PUMP THE POTABLE WATER SYSTEM. CORP. COMPLETED AUGUST, 2002. EXI TING WELL W-1 WELL W-2 LL Xil>7TING STUB AT EDGE OF PAVEMENT No. SI58840 E " ��s,(D rp�a¢ T ^ INSTALLED BY KREI JU WELL 6. PUMP \ k \'P a0 0' j( \ \ �'�� CORP. COMPLETED JUNE, 1976. °� \\ EXISTING 4��FS� a°Q " T�,;�"I / XISTING W °. �•,,,¢`P`q\a6Y } ) MAINEXISTIE� VALVE ® W NOTE AND W-2 ARE NOT CONNECTED TO a+ P ° J Q THE POTABLE WATER SYSTEM. y , y s / EXISTIN 4"FS // ° \i ' S EXISTING 4" X 2 TAP SADDLE s'6C Os � Z a°5 "\ �q)'1� v `FOR FUTURE 2" BOW OFF ASSEMBLY 9'�d METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES � A ; \\?UI0 { F,0\t�6 `\ \\, (STING 4"CW XI ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. 9 ,go EHLERS LAND SURVEYOR DATED 4/5/00 /// C. O TOTAL AREA OF PARCEL = 16.59 AGRE5 XISTIN_G_ CW _ \\ S�' <} ELE✓ATIONS REFERENCE U565 \ J/ �rl `9 --\°j�OC1�\ Q i_1 IS NG _ _ _ _ Ti LR� V L' T }�� '>� E P,h V\ �, SA ITARY _ _ o�GS, SITUATE: / �< p :-h00 DUCK POND ROAD �Fyy i HOLE De � F STRUCTURE ; \ EXISTING ` I ppF} 0,500000E 9 1� (TYP) ps'�. BOCOI BALL 70NN O OU F STHOLD 8 MST C C TE PAD \ COURT / 5 C.T.M. 5EG7I0N, LOT 4 BLOCK EXISTING 8" P IN STREET DDO-83-2-I 6 \\ \ I FOR 4" IRE SERVICE / EXIISTIN\G 2"CW \/ \y� EXISTING OUTDOOR QPT 1000-83-22 �/) �,P 1000-e3-2-17.2 5 SERVI E BY SCWA� EXIS�TI " S s / SWIMMING FOOL Lc CATION OF 5UBSURFAGE FAGILITIE5 15 APPROXIMATE AND Q TO PR ERTY LINE \ "s \\�'EXiSTING 4"FS / �j, SHOULD 15E TAKEN AS SUCH CONTRACTOR SHALL FIELD 3 EXISTING 4"CW pp� �S/d�T�� •/ERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED \� �\ ADEWAT RPZ DEVI E SHALL BE PR VIDED TO PR ECT i 3Y THE WORK \� \ AGAAIN T ANY POTENTIAL ROSS- 9<J 2 s `•\ COWN CTION FROM THE ///\�\ EX IN EXISTING SIAMESE CONNECTION \\ SWIIMM�N( POOL AND / 1 - ISSUED TO SCDHS MG NOTE. HYDRAN ` 60x '\ EXISTING HOT-BOX FOR \�\ \ ASSOCI T/{ ED EQUIPMENT. EXI57ING CABANAS TAX LOT #83-2-1 , 2 AND 17.2 HAVE REV DATE DESCRIPTION BY 8„� /�� 1 DOMESTIC AND FIRE SERVICES \\,, �_ BEEN MERGED AND AND A NEW TAX MAP IT IS A VIOLATION OF THE LAW FOR ANY PERSON, STREET N`� \ FROM STREET. \ \ �� NUMBER ASSIGNED BY SUFFOLK COUNTY ` REAL PROPERT]fS( 17.3) REPLACES THE UNLESS ACTING UNDER THE DIRECTION OF A MAIN �`• EXISTING 3" WATER SERVICE FROM METER TO RPZ \ EXISTING WELL s ti 9 FORMER 83-2 1, 2 AND 17.2 TAX MAP LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY BY SC ® `` <\ �y R'_ W-2 Gry�� NUMBE&PLE B-2 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM EXISTING WATER METER '�\�� c� ..pp BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 'i INSIDE PROPERTY LINE t� EXI5TING POOL / s1�a. �'9 9 SHALL EAF IX THE ALTERING LHESI HER RTEMCH T THEIR NSEAL GIN EAND EXISTING 4" WATER TAP / BUILDING GROSS FLOOR \ \ ps EXISTING WELL W-2: TO BE USED FOR c / IN STREET FOR 2" s EQUIPMENT /' �" c d THE NOTATION "ALTERED THE FOLLOWED BY U SERVICE BY SCWA TO F IRRIGATION PURPOSES ONLY. ALL WELL. S o o AREA SCHEDULE: \ s ROOM/TOILETS LATERALS HAVE NEEB DISCONNECTED. / o 1e tiF LWEST MOTEL8,030 SF HIS/HER SIGNATURE AND THE DATE OF SUCH METER 0 PROPERTY LINE / THERE ARE NO CROSS CONNECTIONS INTO /' & 'PL 2.EAST MOTEL:8,285 ALTERATION, AND A SPECIFIC DESCRIPTION OF THE 9 ALTERATION ON THE DRAWING. '\ THE POTABLE WATER SYSTEM. 0 9 3.RESTAURANT:3,154 SF APPROX. 1000' FROM cs / / T STRAINING C34 SF 18,000 SF ` VISTA P Fs j v. oti 4.CABANA:1,634 SF / "THE PLANS AND SPECIFICATIONS HEREIN ARE / INTENDED FOR THE SUBJECT PROJECT ONLY AS A EXISTING TREE j RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN THE OWNER AND JAMES, LASALA & ASSOCIATES, LINE (TYP) / 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." AM STATES, LLP 0 11 OVAL DRIVE SUITE 129 PROIDERTT' LINE: ISLANDIA, NY 11749 Q EXISTING TREE LINE TELEPHONE: 631,592.2660 JOB 0 -00146 O 0� (TYP) / FACSIMILE: 631.232.1536 JOB 08AE8AE-00014 10 EHASZ GACALONE Jo � / ARCHITECTS, P.C. pro 431 CONKLIN STREET TER(5 6G4D20L 3 3 FAX:(516)420-0195 p 0 Orb PROPERTY LINE � � j PROJECT / SANTORINI BEACH / RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 o / DRAWING F= IN,4L 4e - E3UIL7 &Ul;pvE- ' - 589'53'40"w 1293.92' OF UJAT �l Y LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF v NIGHOLAS ALLIANO PROPERTY LINE TIMOTHY T STEELE k JEANS P STEELE DATE 112b105 DRAWN BY Me SCALE A5-NOTED CHECKED BY He PROJI°O' , ' SHEET 2OF 9 s DRAWING NO. " �.��'� �r o EXISTING CONDITIONS SITE PLAN 4• `eyr ry AN -01A 1 =40 T n,o g0 pF NF4i o SOIL BORING No.B4 IS LOCATED IN THE PROPOSED LEACHING FIELD. LEGEND SEE SOIL BORING B-4 PROFILE ON DWG C-O6. THE DEPTH TO GROUNDWATER 0 B-4 IS 16.3 FT. SOLID COVER. • OPEN GRATE THE GROUND SURFACE ELEVATION 0 B-4 IS 19.15 FT. LP R/W/D/E# O° O' PROP05ED 12' DIA. THE HIGHEST EXPECTED GROUNDWATER ELEVATION IS ESTIMATED BY REFERENCING STORMWATER LEACHING POOL MONITORING WELL No. S32390.1 WHERE THE HIGHEST/MOST RECENT GROUNDWATER = 7.5/6.56 = 1.11. t I HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 3.16 _w-w- _ PROPOSED 5TORMWATER ROOF z I PIPING-b" VIA. GPP 1y / / / m I HEIGHT -s s s- PROPOSED SANITARY PIPING- LINE / � / / / `� t SANITARY STRUCTURE SCHEDULE ABOVE b" VIA. PVC SDR35 LINE OF APP6-..�.�F T 0 / / ///\ - � GROUNDWATER HIGH WATER ry/ / / // 11/llll/�j'�^ _ -i ryl I STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFECTIVE DEPTH - PA1 PROPOSED SANITARY FORGE MAIN-SDRII GT1 11.50 7.50 7.00 2.00 '-9, 41 .4 1 - - PROPOSED SANITARY GREASE TRAP _ - GT2 1O' DIA 4 S'DIA 19.30 16.59 XOVRST3,ST2 9.59 GTi O 30 _ XOVR ST4 _ - / n of ti�p� - 16.09 - - LP-/� O PROPOSED 10'DIA. SANITARY LEAGHIN6 POOL / / / /// i / / �/I z9 0 - 16.09 - - y / /// \\\ y� 5.93 <p�tp 18.40 15.55 15.30 17.3(0 8.00 4.14 SMH# O PROPOSED 4'DIA. SANITARY MANHOLE \C ,/ / , / ,/ /// /// / I / - -30 \ I•. 1 P \ I <} 1 15.20 14.95 6.95 8.00 3.79 18.10 14.76 _ 6.76 8.00 3.60 \ F I 6` 18.40 14.87 6.87 8.00 3.71 O PROP05ED FUTURE 28 'Sd T-q"o} 18.25 14.87 - 6.87 8.00 3.71 SANITARY LEACHING POOL p� 18.10 - 6.78 8.00 3.62 18.50 15.20 14.95 6.95 3.79 LP5 18.50 14.87 - 6.87 8.00 3.71 B# SOIL BORING LOCATION SYSTEM�DRROOF M �S TO OY,LECON\\ \\ \\ \\\ 1 \ \ \ \ 1 1 I\ I ., Sz- LP7 19.00 14.78 - 6.78 8.00 3.62 O PS PROPOSED SANITARY PUMPING STATION � �G LEACHI �P00 V A A A V \ V A \ V A \\d ( LPB 18.90 14.87 - 6.95 8.00 3.71 # / / // / �� A\ a\ \V A , A y \ \\ \\ A A\ \\ \V A \V A AA• Al LP9 18.80 14.87 14.95 6.6.916 8.00 3.80 DIX O DB1 PROPOSED SANITARY DISTRIBUTION BOX LP10 18.90 14.78 - .6 \V A \ \ V A V A A \ A 14.76 - 6.76 8.00 3.60 • ' 1 1 COASTAL EROSION v \ \ A V A V 18.60 14.87 - 6.96 8.00 3.80 HA-AR>�LINE' - V A A\ \\\\ \ \ V A A\ \ \ \V A A \ \ 18.50 15.20 14.95 6.95 8.00 3.79 3"'CW 4"FS EXISTING WATER 4 FIRE SERVICE .� 00 O / N \SAW1111W II \\ ` \ \ ,, \ \ \ \ \ _\ \ \ \ �,- - _sn_ 18.50 14.7 - 6.77 8.00 3.61 ��Y 3 (TYP.) O '�.\ - 7.45 \ ',� \ \ \ \ \ \ \ \ a \ 18.50 14.77 - 6.77 8.00 3.61 �\U • / (TYP.) \ I NOTES EXISTING \ \ \ \ \, \ \ \o ,, `\\\ \ \ \\ •\ \ 18.15 14.78 - 6.78 8.00 3.62 �^ .y, \ J REFUS RECE(PTACLF� \ \ _ \, '� \ \ 18.25 14.87 - 6.87 8.00 3.71 # S PROPOSED 10' VIA, SEPTIC TANKS c '41;. /y 'a AT ONDRY ROOM \ \p \ \ \ \ <' `• \ , YSO �tt''s \. ' m \ TO EMIAN \\ \\ \ ��, \\ _\a \\ b\ \\'• \ \ \ \ \. \ LANDSCAPE PLANTING FOR SCREENING PUMP STATION \ \ \ GLEANOUT/FLUSHING STATION v i EXISTIN. �, `P� ,r \ i A PS m \ Av v Aa s\A \ V A A P \ , A A rr % •'" �- a \ CO TROL \ W \ \ \ , \ ' \ \ \ SUFFOLK COUNTY RC-�7`AURA T °w'° Li o 2e 'V v �� ' I I � \ �/1N W/ yvvv' vv - �' � -- -56 DEPARTMENT OF 8 SANITARY LATERAL ASSEMBLY BUILDING 20 \ / I„N..L'fNK C`,�� \• AUTO LER v 1 V A V A A V v V o �/ 2 '/ / / °A' EM1CCs <��A �V • s III / (TYP) vv \ 1 \ \ V A A 1 A A A HEALTH p � p h� 0/ / / d4` °'` \\ i I i/ RI6{ L 1125 \ \ \ \ \ \ \ \\ \\ \\\ \ \\ \ \ \ \ \•�_ FBI E A LT Ell SERVICES I -ws-ws-ws-ws- PROPOSED WATER SERVICE \•`O r / /' / �C c° <p � �/ II EP-2,4 SAAN-JNV\ \� �\ \ \ \ \ \\ \ 1 \ \ \ \ \ \ \ \e \, APPROVAL -ws ws ws-ws EXISTING WATER SERVICE /10'DIA. LP 1 ` a '9`I a0l EL\6.05 1 \ \ \ \ 1 \ \\ \\ \ \\ \ \� 6, � EXISTINnG WELL NOTES: WELL 0 NEN CATCH BA5IN / L G 'y V \ \ \ \ \ \ \ GREASE T� \ NEW E ONE \ \ \ \ \ \ \ - - NOTES ,� c" S \ V A V A V - No. 5120279 RIM EL � � V IPUMP STATION V A A n VA A V A \ \ VA \ - � - - -� � ' INSTALLED BY KREIGER WELL & PUMP 1.EXISTING WATER SERVICE. � / 4"FS < 1 °° II / MODEL \ \ \ \ \ \ \ \\ 54- - - _ - - _\ \ CORIP. COMPLETED AUGUST, 2002. 2.THE EXISTING WELL(5) ON THIS PROPERTY ARE TO BE USED FOR IRRIGATION PURPOSES G I 11.50 a PS# DH152-9A 1 \ \ \ \ \ - - - - - - o ONLY. / NV . ° A°55 a \ \ , _ _ _ - - - - - '�-\ \ SUFFOLK COUNTY DEPARTMENT.OF HEALTIf SERVICE /GONG TING WELLW Li \ _ - -ae- �, \ \ WELL W-2 3.EXISTING SANITARY STRUCTURES ARE TO BE REMEDIATED IN ACCORDANCE WITH \ / INV ^` ¢ \ - - - - - - - \ \ No. S58840 SCDHS REGULATIONS APPROVED MAYS 2d,O85EAWALL EL 7 ,,.• ,�0tl`0 SAN ' �� I 3• w I \ I _ \ �\ - -as- -_ - �\ \ \ \ \ INSTALLED BY KREIGER WELL & PUMP 4STORMWATER DESIGN BASED ON 2" RAINFALL. REFERENCE NUMBER: C ! O - OOb ' DO tELD ME SURED 0 •• ` •: -aa- - \ \ CORIP. COMPLETED JUNE, 1976. 5.SEE DWG. SAN-03, SAN-04 FOR ALL SAN & STORM CALLOUTS (TYP). 26"-28" fROM L TIN CW O�PgO u5.81 I RAVEL - � 4z- \ \ \ •J \ 6.ALL SEWER LINES/FORCE MAINS MUST BE LOCATED A MINIMUM OF 10' 6 \ \ '\ : -3a� ao- - - � \ \ y \ NOTE HORIZONTALLY & 18" BELOW EXISTING WATER SERVICE LINES. SEE DRAWING �OF Ly FORSPECIALCONDTTIO S GRADE TO'\\T� OP\OF s 6. •J /G• q\� a S '4 3 OLLAR (TYP•) \ \ _ _\ , - - - \ \ \ \ \ \ W-1 AND W-2 ARE NOT CONNECTED TO 7.THE POOL CABANA, RESTAURANT AND TRAINING CENTER ARE USED BY MEMBERS ONLY AND EXISTING SlnN PI -\ R �o°ss d EX NG Z 1 - '•� \ \ \• O BOTH MO E 1 p ° EExxIISS 4 "�. <' F-"P'0\� \IEL Q /25 \ - \ \a �� - \ \ \ \ \ \ \\ \ '\ \ \ THE POTABLE WATER SYSTEM. ARE NOT OPEN TO THE PUBLIC. REVIEWER'S INITIALS: BUILDINGS I a \.' BOLLAR F' CFI'-9 1 \ \ o, •a " \ \ \ \ \ \ &BACK UP GENERATOR SHALL BE CAPABLE OF TURNING ON AUTOMATICALLY AND EXISTING W 0 a 1 ! -\ \ \ \ •\ \ aF i POWERING THE SANITARY PUMP STATIONS UPON POWER FAILURE. S ,4" h i \ \ \ \ \ \ \ 9 �°d 'y 1i MP ATIO FJEATER RO M. \ � a 1 \ \ ,\ \ \ \ �'� \ A 'I'p BUILDING GROSS FLOOR 9`d" O O 9S`sue MODEL SEE DWG. C i �°' $ I&1. P as Fs \ \ I L \ \ \ \ NEW 1 \ \ \ 9'Eii 'I'p AREA SCHEDULE: METES AND BOUNDS, WETLANDS AND PHYSICAL STRUCTURES ^�° ` A A V A \ 611FI152 % a IIN A a wu 1 7 \ \ AG \ aRA� \ \ \ \ <} , ,a' p • ti G g / ah/G �� RE C Fs a \ ROAOWA FORK \ \ \ \ '• \ �Y 1 .WEST MOTEL:8,030 SF ARE SCALED DIMENSIONALY FROM SURVEY BY JOHN G. - _ \ 'I',� �, P• $ \ _ C \ 17 \ PRO ANE \ \ \ 9 p 2.EAST MOTEL:8,285 EHLERS LAND SURVEYOR DATED 4/5/00 IST. E IS wM ISTIN6 DS t s Cw "FS 5 -'>4 SDR ® 1.5X \ \ \\ � \ \ \ o/ 4.CABANA:1,634 SF \ NK TRA'A15FORMER\ \ \ \ \ \ \ I `S �,� 3.RESTAURANT:3,154 SF „ , ..•....,,• sT o PLAY GOU \Accrss \ \ \\ c o �GT2 \ \ 'P TOTAL AREA OF PARCEL Ib 59 ACRES .� O p 0 / '� i win ., INV EL \ \ 1 I \\ 9 'Li v DIA � p �! � \, 1 A IH \ \ \ \ V•• � F r 1� \' EXIST. AP ROXIMATE � 6 17.49 , I i . \ \ \ \ \ \ I I TS � 5-TRAINING NING CENTER:18,000 5 „ SARM �' G'P� Ota 0'CF' i \ /N� a \ MH 1 11 \ \ \ 1 '� <} ELF'/ATIONS REFERENCE U 5 G 5 t� ON P Po' ,p \�0� � ® i/ SAN w 4"CW TEMPOLOCATRARY ( ) p < P i 6"I j \ s��T 12'OS,TORM .� ys +\�0�\7.\ ZO``ti / INV EL _ _ --_ -__ Y GENERATOR EO I Ib. " D TH TWO 2 12�1 I 1 'v \ I o I �� 0Z& SITUATE DROOL to �P' �`� / 9•14 / SP��a- / ,/ \ I EL m INV 43' 4 R PVC R ELM � ) ro 1 \\ <� p 00 DUCK POND ROAD Q \ SbR3$ A I n \ c GJTGHOGUE(� ) EP '^ P� i 2" DI �F�jk EX S Ns=_________-�='• D A DEPTH I I \ \ 1 S 9 1 YP ...- w' I 9 68 I a ORM I I �p \ \ II 1 \ \ p�} J01 -^1fSU' '2 \ '-14"0 IPV Rl+� N \ � G TOWN OF SOUTHOLD B FM B FALL /� I SDR35 1.00 MOONN ED $ I I \ \ \ \ '� \ \ 5UFFOLK COUNTY, NY PUMP SANITARY - \� kM INV 1 LE/yCHING A 1 �" 7 12/09109 SCDHS NOV 09 COMMENTS MG FORCE � \\. \ GENERA OR P I o \ \ \ \ \ "'\ S,G.T.M. SECTION, LOT 8 BLOCK STATION V`, \ PS PANEL L / \�M �., �l}RT ESL 14.60 \ I I 111M ELI 1 \ \ \ \ \ \ (' IDOO-BS-2-I 6 10.29,09 SCDHSAUG09COMMENTS MG N /ONE MAI -: \,/ 0 I 12�h'-1" \ W/F EI. OOL \ \ EMERGENCY -„ Q / U P STATION "'� / o r I T INK 22.80', \ \ \ \ \ \ \\ S� \ �So C� IDOO-83-2-2 POWER (TYP) �_ \ IN A �,M `EXI ING'. SANITARY `° z ^ 1 I \ \ \ \ \ \ \ \ \ \ \ �p •\ IDOO-8S-2-19.2 5 7.10.09 SCDHS 1116109COMMENTS MG I V ODEL, DH1-5/ �" 2" W LATERAL �/ / %/ q \ \ \ 4 W/_BOL !Si 1G ASSEMBLY CLEANOUT/� �� / / I h INV ELI x \ I \ \ \ \ \ \\ \ \\ \ \ \\ "`'F`S/ �3HOULD BEOTAK ES AS SUCH FGO TRACTOR SHAL APPROXIMATE FIELD AND 4 3I04109 SCDHS OWR 2127I09 COMMENTS MG --'LLGHTI P s 4" (TYP) FLUSWNG � � � \ o \ \ \ \ \ \ �' \ � O O s vERIFY THE LOCATIONS OF EXISTING UTILITIES AS REQUIRED 3 3104109 SCDHS OWM2/27/09COMMENTS MG (y( )_ - � � \ TYP STATI TYP / - � /l / '73"-1"'I INV (5) 0'0 5 N `'s / 11 3 •aM/ / ( ) SEPTTjjC TAN 0\N \ N \ \ \ \ \ \ \ \\ \ �`AcC \ \ 0i �� t.T' THE WORK 2 11/18/08 REVISED PER SCDHS COMMENTS MG I / 1,O.03 T T CONC. PAD \ \\ \\ 1gLFUSE \ \ \\ \ \ \\ \\ )\ EXI TI G / \ ^\\ / / / t DIA. T NV EL \ \\ FI�CEPTACLE \ \ \ \ \ \ \ 1 - ISSUED TO SCDHS J / ` ExIST. \ ( / Da 16.09 \ \ WITH \ \ \ \ \ \. \s NOTE: REV DATE DESCRIPTION BY 4" FS // f SDI pl . INV o .10513 I \\ \ F\NCLQSURE\ \ \ \\ \ \\ \\ \ \ \\ \ na TAX LOT #83-2-1, 2 AND 17.2 HAVE BEEN MERGED AND AND A NEW TAX MAP IT IS A VIOLATION OF THE LAW FOR ANY PERSON NUMBER ASSIGNED BY SUFFOLK COUNTY EXISTING ;\ I t 5 I \ \ \ \ \, 1 UNLESS ACTING UNDER THE DIRECTION OF A N �t DIA REAL PROPERTY (#17.3) REPLACES THE \ HOT BOX FOR DOMES/TIC \ � � 36'-4" bVCL 3 p2 �� p21 \ \ \ \ \ \ \ \ \ 1 �y FORMER 83-2-1 , 2 AND 17.2 TAX MAP LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY \ \ I �, 1 \ EXISTING �IELL \ \ c WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM +� FIR1p SERVI ES \ \ •� SDR35 b 1.OY. t I I _ \ \ \ \ \W-2 \ \ \ \ 'P, NUMBERS. \\ EXISTING q F'YOM STET \ \ I �tiI -�, 1 11 •oDA p ° 8U11 I W E �z \ \ \ \ �s \ \ \ \ \ \ `\ \ / CG BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 8" DIA, v' �� \\s I `�Y_^-' I L I I wed 1 \ \ \ \ \ \ \' \ \ \ \, < ALTERED, THE ALTERING ARCHITECT ENGINEER I 5' a \ / I S / ' WATER / \ I EXISIgggTING \ \ 4. I I / '._% 17 DIA. M. VALVE O I 1 \ \ \ \ ° \ \ \ \ \ \ \• F �y y SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND MAIN 4" WATER �AP IN SI EET 1 I I es / L (EACH I I \ \ \ \ \ / THE NOTATION "ALTERED BY" FOLLOWED BY \ R \ a n CLUSTER 1 \ \ \ > \ \ \ \ / \ S FOR EXISTING \ I a: I t0' t to IA o3 I I I I 1 I \ \ \ \ N 1 \ \ \ \ \ o, tiS ti� HIS/HER SIGNATURE AND THE DATE OF SUCH h" SERVICE TO 1 I / LP LP13 L IA. I I >I 1 \ \ \ \ 1 $ 1 \ \ \ / \ F F ALTERATION, AND A SPECIFIC DESCRIPTION OF THE I PROPERTY/ II I / B / U. I I I / I II \ \ \ "0 1 I m \ \ `' / \\ \ '\ g9p �y ALTERATION ON THE DRAWING. p EXISTING, SCDHS APPROVED / `B- �-NEW �O'0%8' EFF D�PTH I I I 1 1 \ \ \. \ 1 1 ./ I \ 4i II CABANA SANITARY SYSTEM PREC ST SAN LEACHING POOL I 1 \ \ 1 0 "THE PLANS AND SPECIFICATIONS HEREIN ARE TO REMAyN / /F (TYP . I '�I 1 1 1 1 \ \ \ \ I I I -�\ �/ \ INTENDED FOR THE SUBJECT PROJECT ONLY AS A \ \ I / F / I f� I 1 \ 1 1 I I / \ \ RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN F F I I '\EXl TINr7 T1 F- \ V AI \V A I I / AV // \ THE OWNER AND JAMES, LASALA & ASSOCIATES, F / / I 1 NE\ (TY4�J \ \ \ \ \ ,r , LLP. THESE PLANS AND SPECIFICATIONS WILL BE F �- \ \ \ 1 1 I h°` \ THE SUBJECT OF A COPYRIGHT PETITION AND MAY F NOT BE REVISED OR REUSED BY ANYONE WITHOUT F / / \ \ \ \ \ \ \ \ \ / / \ THE WRITTEN AUTHORITY OF JAMES, LASALA & - - - 'p \ / / I `'8� \ \ \ \ \ \ \ \ \/ \ I I / \ ASSOCIATES, LLP." _ _ _ _ _ _ _ _ _ _ -__- - - - - - - - - ; � - � 1 I / i �' '/ \\ \ `\ `\ \\ \\ �\ y\ \\ I\ II I/ // �i•\ JAMES, LASALA & � _ _ _ _ _ \ \ ASSOCIATES LLP / l I I _ - _- _ _ - _ _- -- - - _ _ v �� / A V A 11 OVAL DRIVE a i-3s, � _ _ _ _ _ / � A O I n o® / // l I I I I I -- -- � �,� �v vv � � v \\ vv v 1 // / " \V A \\ �O � yV A A V I I I I •\ SUITE 129 x \ I I PROPERTY LINE \ _ \ \ \ \ \ \ \\ \ I I I I 1 \ /� ELEPHIONE:Y631?592.2660 JOB 08AE-00146 �` 0 / , - - - - - - - - - - - - -, X � 6z 4R INE \ \ \ \ \. \ / °/ / / I I I \ a� P/� ` \ - _ - / J \ \ \ \ \ /\ \ \ \ 1 I I I 1 FACSIMILE: 631.232.1536 JOB 08AE-00014 �� '' ' A I I \ EHASZ GIACALONE � - --40- \1 \\ \\ �zzV AV �� A / \\ \\\ \ \\ o A 1 1 1 I A\_ A \ ARCHITECTS P.C. 431 CONKLIN STREET IQ `<�oe0 � z6z$ yo'� FARMINGDALE, NEW YORK 11735 )yo \\ \ \\ \\\\ _ - - - - PROPERTYLWe TEL(516)420-8383FAX:(51 ho \ \ \ \ \ \ \ 6)420-0195 O - _ �_ - - - - - - / - -J _ _ - - _\ �� \� PROJECT T� T�7 _ - _ - �3�/ - _ _ SANTORJCtL1V�I BEACH _ 3900 DUCK ROAD - - - - - - - -36 - \ -39� J \�\ \ �3s� \1 \I N a / / \56\ �\ \ CUTCHOGUE, NEW OR 11935 \ \4z ' DRAWING ./ /// // / / / --. - y _ `9a, 7�461;�_ - - '=///// / /J I I h`°// ---------------\ \ / / / Y /�--'- - - -- � 56---------- - =--- - -- ---- --- - --- ---- --- - -- -- ----�� -=��-_>-z - - _- - - - - ' _� % / -1 --- - - - ---- ------- - � e,4NIT,4�Y � eTO�1"IUJATEhv a - - - - _ - � �,4IN AC=rE J1TE �L- 4,N ti - \sa- - - - - - - - - - - ,ti **EXISTING COPPER WATER _________ -- '�/!^ / - -se- - - - -r LINE - - - - - - - - - - - LAND NOW OR FORMERLY OF DATE 53le/// / LAND NOW OR FORMERLY OF SERVICE BETWEEN MOTELS PROPERTY LINE TIMOTHY T STEELE 4 JEANE P. 5TEELG V28/Ob /'3 o-p j/ / / // ' // � � NIGHOLAS ALLIANO .' .5' _ _-._.. -- - C W. 1 SCALE CHECKED BY .- NOTE: AS-NOTED HB ` C.W.R. 0.75" SANITARY STRUCTURE REMEEDIATION SCHEDULE: SANITARY POOL No.: 1.E TING SANITARY SYSTEMS SHALL BE REMEDIATED AS INDICATED ON THIS DRAWING. " SANITARY STRUCTURE ABANDONMENT SCHEDULE: 7,4,7,9,10,11,12,13 AND PIOOLS AS OVERFLOW FROM THESE IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REQUIREMENTS. PROJECT08AE 000I4 SHEET OF T :- - - - - - - - - - - - -- POOL No.: 2.ALL EXISTING SANITARY LEACHING POOL STRUCTURES ARE 0 BE COMPLETELY o - H W. ' 5 �, SHALL BE REMEDIATED BEFORE A PERMIT TO CONSTRUCT I A P R S T EL J H.W.R. 0.75 1,2,3,4,5,6,7,8,9,10,11,12,13,14,15,16, REMOVED EXCEPT FOR THE EXISTING CABANA SYSTEM WHICH IS TO REMAIN. / t9 THE NEW SEPTIC SYSTEM IIS ISSUED. THE CONTRACTOR FE58 WING NO. _ WASHING SHALL NOTIFY THE SCDHS OFFICE OF POLLUTION CONTROL „ 72 HOURS (631 854 25044) PRIOR TO THE COMMENCEMENT G i MACHINES 1 .0 OF ANY FIELD ACTIVITIES SSO THAT SCDHS STAFF CAN BE PRESENT TO OBSERVE 'THE REMEDIATION WORK. " SANITARY & STORMWATER DRAINAGE SITE PLAN f±J ¢ q : SAN-02 1"=40' f sF NE`N V� � on r. SUFFOLK COUNTY DEPARTMENT.OF HEALTH SERVICES ,N / APPROVED REFERENCE NUMBER: C) D- 01 - 0 0 SEEDRAWING# I OF 14 FOR SPECIAL CONDITIONS REVIEWER'SINITIALS: ` SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL / o� /6 \ NOTES 1. 8"0 S.C.W.A. PUBLIC WATER IS EXISTING IN DUCK POND ROAD ✓✓ / % // ,/ K/ S, \;y=� '•\ & 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 iEX15TIN SYSTEM. Eu1 If �\ 0 \An \ 3. ALL WATER SERVICE PIPE ON PROPERTY IS FED BY SCWA i �D \ / �� S \ \\F1 /•' / ' ' STREET MAIN. 4. INSTALLATION OF WATER SERVICE SHALL NOT INTERFERE WITH OTHER WORK. BUILDING GROSS FLOOR EXISTING WELL W-1: TO BE USED FOR ~• \ AREA SCHEDULE: MOTE 8,030 SF IRRIGATION PURPOSES ONLY. ALL WELL 2.EAST MOTEL 8,030 ISTING�S LATERALS HAVE NEEB DISCONNECTED. \ 3.RESTA MOTEL- 3,154 SF THERE ARE NO CROSS CONNECTIONS INTO • 4.RESTAU: NT: 3 15 THE POTABLE WATER SYSTEM. 5.TRAINING CENTER: 18,000 SF GO I � ti SF W-1 � \ c�,\ 145-II \''\ LEGEND NO oP - XISTIN6,4"FS '\ W- Fs \ EXISTING FIRE SERVICE 5T e�I c� D WITH SHUT-OFF THE 1 (�� EXIST NG 4"FSC �� i 2 EXISTV G VALVE EVE OR FUTURE BUILDING \•,\ wM EXISTING WATER SERVICE �i MAIN (JD Boss PROPOSED FIRE SERVICE WM F EXISTING -�� r �� /PAL \ pb�� Fs u1M ``,\ WM PROPOSED WATER SERVICE NITARY LEACHING�yti`E \� / (� \ p' .�\� >E ET31Sjlge 2Ir,1t v OFF POOL (TYP) \ `-� 8Go s .( Q\� \ s4i +\h EIS ,p�SnE�,�g�y 4"CW S •\\\�\✓/`�� \V 9 s TIN \ 5 �v�L/'�T C�CJURT \ XISTING'\4" \ I -� r\C� �sy\ +\h 117 IS NG ING 4" \,SANITARY / \OZ� METES AND BOUNDS, AND PHYSICAL STRUCTURES ARE SCALED DIMENSIONALY FROM a, o STRUCTURE EXISTING �p / SURVEY BY JOHN C EHLERS LAND SURVEYOR DATED 4/5/00 \ �� r (TYP) is � �� 9 \ s tt-�.F 1� 5000I E3 LL �� '� TOTAL AREA OF PARCEL = 16.59 ACRES 8 `\ \ // 7 12109I09 SCDHS NOV 09 COMMENTS MG NOTEW t�CR TE PAD (SIZIE GDURT / ELEVATIONS REFERENCE U.S.G.S. p. n/ a 6 10.29.09 SCDHS AUG 09 COMMENTS MG EXISTING 8" PIN STREET \ �ti ^\ EXSI'TNG Ci'JTDOOR SITUATE: NOTE: FOR 4" IRE SERVICE \\\ //d E STI G 2"CW e\ 3800 DUCK POND ROAD TAX LOT #83-2-1, 2 AND 17.2 HAVE 5 7.10.09 SCDHS 1I16109COMMENTS MG SERVI E BY SCWA \ / EXIST FSIMI11N& TOOL A NEW TAX TO PR ERTY LINE !\ `n es/ s I$ NG 4"FS \ TOWN F NUMBEREASSIGNED BY 9 SUFFOLK COUNTY P 4 3104109 SCDHSOWR2/27/09COMMENTS MG EXISTING 4"CW ) TOWN OF SOUTHOLD SUFFOLK COUNTY, NY REAL PROPERTY ADEQUAT RPZ DEVI E SHALL / (#17.3) REPLACES THE 3 3I04I09 SCDHS OWM 2/27/09 COMMENTS MG �/ > S.C.T.M. SECTION, 'OT & BLOCK FORMER 83-2-1 , 2 AND 17 2 TAX MAP NUMBERS. \ BE PR VIDED TO PR ECT 1000-83-2-1 2 11118/OB REVISED PER SCDHS COMMENTS MG AGAIN T ANY POTENTIAL ROSS- 1 - ISSUED TO SCDHS MG 1000-83-2-2 EXSTIN /� \ \ CONNECTION FROM THE / 1000-83-2-17.2 REV DATE DESCRIPTION BY / EXISTING SIAMESE CONNECTfION SWIMM NG POOL AND HYDRANEX ST N Ox \ \ s ASSOCIATED EQUIPMENT. LOCATION OF SUBSURFACE FACILITIES IS APPROXIMATE AND SHOULD BE TAKEN AS � 6 `, \ � EXISTING HOT-BOX FOR \ � EXISTING CABANAS / {i \ F DOMESTIC AND FIRE SERVICES `�i ABANDONED EXI ' W.ERi' DEPTH STORM SUCH. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES AS IT IS A VIOLATION OF THE LAW FOR ANY PERSON, BE V FROM STREET. M1aSERVICE TO CABANA. LEACHING POOL REQUIRED BY THE WORK. UNLESS ACTING UNDER THE DIRECTION OF A STREET \ `. / WITH SOLID COVER LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY MAIN .� EXISTING 3' WATER SERVICE FROM METER TO RPZ ` d/ RIM EL 21.50 i___________ _ W-2 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM ---------------------------- BY SCWAG \ \ s �5\Y , ------------- % BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS S� EXISTING WATER METER '�� -�/ GENERAL NOTES RELATING TO FASTITE FITTINGS ALTERED, THE ALTERING ARCHITECT/ENGINEER INSIDE PROPERTY LINE s XIr SHALL AFFIX TO HIS E STING POOL HER ITEM THEIR SEAL AND/ \ -EXISTING 4" WATER TAP , EXISTING WELL W-2: TO BE USED FOR 1. FITTINGS "ANSI/AWWA C153/A21.53" ARE ESSENTIALLY AS SPECIFIED IN THAT THE NOTATION "ALTERED BY" FOLLOWED BY - \ /� EQUIPMENT `\ IN STREET FOR 2" IRRIGATION PURPOSES ONLY. ALL WELL STANDARD. FITTINGS IN TABLES WITH THE HEADING "AMERICAN STANDARD" ARE EITHER HIS/HER SIGNATURE AND THE DATE OF SUCH SERVICE BY SCWA TO R00M/70IhE75 LATERALS HAVE NEEB DISCONNECTED. NOT INCLUDED IN THE ANSI/AWWA STANDARD OR VARY THEREFROM IN WEIGHTS, ALTERATION, AND A SPECIFIC DESCRIPTION OF THE METER O PROPERTY LINE THERE ARE NO CROSS CONNECTIONS INTO DIMENSIONS, AND/OR JOINTS. ALTERATION ON THE DRAWING. \ THE POTABLE WATER SYSTEM. APPROX. 1000' FROM 2. FITTINGS ARE MANUFACTURED OF DUCTILE IRON QUALIFIED AS PER GRADE VISTA PLACE 70-50-05 (MINIMUM TENSILE STRENGTH: 70,000 PSI; MINIMUM YIELD STRENGTH: "THE PLANS AND SPECIFICATIONS HEREIN ARE \ 50,000 PSI; MINIMUM ELONGATION: 5%) AS SPECIFIED IN AWWA C110 AND C153. INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN \ 3. WEIGHTS OF ACCESSORIES ARE NOT INCLUDED IN WEIGHTS OF FITTINGS SHOWN IN THE OWNER AND JAMES, LASALA & ASSOCIATES, TABLES UNLESS SPECIFICALLY NOTED. FOR WEIGHTS OF ACCESSORIES. LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY 4. FOR ALLOWABLE JOINT DEFLECTION OF\ FASTITE, FLEX-RING, AND LOK-RING FITTING NOT BE REVISED OR REUSED BY ANYONE WITHOUT JOINTS. THE WRITTEN AUTHORITY OF JAMES, LASALA & 5. ALL PRESSURE RATINGS ARE FOR WATER SERVICE. ASSOCIATES, LLP." / 6. SOME FITTINGS ARE AVAILABLE WITH BODY METAL THICKNESS AND WEIGHTS OTHER JAMES, LASALA & THAN SHOWN IN THE TABLES. SOME FITTINGS ARE ILABLE WITH DIFFERENT SIZE COMBINATIONS THAN SHOWN. HVA ALL SIZES IN ANDFBODYN METALS AND ASSOCIATES, LLP THICKNESSES LISTED MAY NOT BE AVAILABLE DUE TO EQUIPMENT CHANGES. CHECK 11 OVAL DRIVE / AMERICAN REGARDING SPECIAL REQUIREMENTS. SUITE 129 / 7. FITTINGS MAY BE FURNISHED BY AMERICAN WHICH ARE MANUFACTURED BY OTHERS. T L TELEPHONE: : 11749 / ANY SUCH FITTINGS WILL NORMALLY BE MANUFACTURED IN ACCORDANCE WITH TELEPHONE: 631.232.1536 JOB 08AE-00146 Q APPROPRIATE ANSI/AWWA STANDARDS. FACSIMILE: 631.232.1536 JOB 08AE-00014 z0 j' "EXISTING COPPER WATER FIRE SERVICE PIPING NOTES 8. CENTER-TO-SOCKET DIMENSIONS, WALL THICKNESSES, AND WEIGHTS MAY VARY EHASZ GIACALONE SERVICE BETWEEN MOTELS NOTE: FROM THOSE SHOWN IN THE FOLLOWING TABLES DEPENDING ON FOUNDRY PRACTICE. J Oa' / 1e 1.ALL WATER SUPPLY SYSTEM COMPONENTS SHALL 1. PIPING SHALL BE DUCTILE IRON COMPRESSION FITTING STYLE (AMERICAN ARCHITECTS P.C. �0 C.W. 1 .5 BE INSTALLED IN ACCORDANCE WITH AWWA C-600 DUCTILE PIPE FASTITE AS STANDARD). 9. THE LOCATIONS OF TAPS, BOSSES, BASES, OR OTHER SPECIAL OPTIONS WHEN STANDARDS AND DISINFECTED AND TESTED IN AVAILABLE ON FITTINGS SHALL BE SPECIFIED BY THE PURCHASER AS SHOWN IN C.W.R. 0.75 2. PIPING MUST MEET : ANSI/AWWA C153/A21.53 -- AMERICAN NATIONAL 431 CONKLIN STREET Q ACCORDANCE WITH THE AWWA C-651 STANDARDS. FLANGED FITTINGS/TAPPED HOLES AND SEQUENCE OF OPENINGS FOR SIMILAR BODY O r0 " 2.ALL POTABLE WATER MAINS AND SERVICES MUST STANDARD FOR DUCTILE-IRON COMPACT FITTINGS, 3-INCH THROUGH TYPE FITTINGS. LIKEWISE, END TYPES AND END SIZES USED IN DESCRIPTIONS MUST BE FARMINGDALE, NEW YORK 11735 H.W. 1 .5 BE LOCATED A MINIMUM OF 10 FEET AWAY FROM 24-INCH AND 54-INCH THROUGH 64-INCH, FOR WATER SERVICE SPECIFIED IN NUMBERING SEQUENCE SHOWN IN FLANGED FITTINGS TAPPED HOLES AND TEL: 516 420-8383 FAX: 516 420-0195 0 H.W.R. 0.7 5„ SEWAGE DISPOSAL COMPONENTS AND STORM DRAINAGE 3. STANDARD PIPE LENGTHS ARE 18'-0- SEQUENCE OF OPENINGS. / ( ) ( ) 0 / WASHING POOLS. SEWER AND WATER LINE CROSSINGS, WHEN PROJECT ENCOUNTERED, SHALL CONFORM TO THE REQUIREMENTS 10. LATERAL OR WYE BRANCH FITTINGS WITH FASTITE, FLEX-RING, AND LOK-RING END MACHINES 1 .0" STIPULATED IN STANDARDS ISSUED BY THE HEALTH CONNECTIONS ARE NOT SHOWN IN THIS SECTION. FOR SMALL-DIAMETER VARIED ANGLE SANTORINI BEACH DEPARTMENT OFFICE OF WASTE WATER MANAGEMENT. SUFFOLK COUNTY WATER AUTHORITY LATERAL AND TANGENTIAL CONNECTIONS TO LARGER MAINS, SHOP-WELDED OUTLET PIPES ARE l / NORMALLY SORT INSTALLATION NOTES: CONNECTIO S AS PREFERABLE D N FURNISHED BE NOTED IN SPECIALS FOR LARGEROR FU JOINING WITH ALL LL-OPENING REQUIREMENTS, SOME 45' LATERAL AND TRUE WYE CONFIGURATIONS CAN ALSO BE FURNISHED WITH 3800 DUCK POND ROAD 1. PIPING TO BE INSTALLED AT A MINIMUM 4-1 FEET DEEP FROM THE THESE PUSH-ON END CONNECTIONS. (CONTACT AMERICAN FOR AVAILABILITY.) THESE CUTCHOGUE, NEW YORK 11935 WYE FITTINGS ARE SPECIAL, AND FOR ECONOMY AND AVAILABILITY, ALTERNATIVE \ BUILDING(S) TO THE PROPERTY LINE. COMBINATIONS OF OTHER STANDARD FITTINGS MAY BE PREFERABLE IN SOME CASES. 2 FULLY COMPLETE 215 FORM (PLUMBERS RROEAS 4MHEDU NFORM) AND TAP DRAWING •� 11. AMERICAN FLEX-RING FITTINGS WILL WORK AS PUSH-ON UNRESTRAINED FITTINGS a -_____-__-__ __-_- __-__-_____ __-__-__ __-_____-__-_-__-__ __-__-______ __ __ 3. AU SHUT OFFVALVE BE INSTALLED E PIPE FIRSTENTERS THE AS WELL AS "FASTITE- (WITHOUT RESTRAINT RINGS AND/OR SPIGOT WEIDMENTS), AS BUILDING AND SHOULD B INSTALLED PRIOR TO THE SERVI ELINE LONG AS SUITABLE I EXTERNAL RESTRAINT (THRUST BLOCKS, ETC.) IS APPLIED. T �� \� 3 / INSPECTION. FLEX-RING FITTINGS ARE THUS FURNISHED AS "FASTITE" FITTINGS IN MANY SIZES AND - 4. ALL UNDERGROUND FITTINGS MUST BE COMPRESSION OR FLARE TYPE. CONFIGURATIONS, AT FOUNDRY OPTION. I '�- 5. PC MAY USE TYPE W SOFT COPPER (75'-200') OR NSW-PW PLASTIC PIPE _ MAY BE USED. IF PLASTIC PIPE IS USED, THE FIRST FIFTEEN FEET (15'0") �'1c �,,\ FROM THE BLDG. AND THE LAST FIFTEEN FEET (15-0") MUST BE "K" SOFT DATE 1/28/05 DRAWN BY COPPER. PLASTIC PIPE MUST BE CLASSIFIED TO 200 PSI. DUCTILE IRON - � PIPING FOR THE ENTIRE RUN IS ACCEPTABLE FOR FIRE SERICE PIPING SCALE AS-NOTED CHECKED BY HE ONLY. SANITARY STRU( PROJECT08AE 0001=4 SHEET OF • � / POOL No.: Z 12,345,6789 19. ��ol'EsslohA1, DRAWING NO. s('eems fix, 1 WATER SERVICE SITE/ PLAN A; e SAN�O2A 1 =40 o sr ., �TF OF NEW y0 SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES 25 APPROVED LEGEND REFERENCE NUMBER: C I D - Lo R - o o EXISTING w PROPOSED SEE DRAWING# _OFIq FOR SPECIALCONi➢35AI�1111118 a REVIEWER'S INITIALS: � w 20 J = Z 77 O ¢ 6, 0 � °� O w CDY) Q w ¢ w ¢ 1n < 'j a ¢ cnz u 't,) + nrn na ndU 15 EXISTING See u �o2ce��',o�'n 4 WM 14 0 FS {.ten Su�+S 1l}LiY to �y qf��7�dj`�`��y��y'��^aa / AIV '.AN ) U AtJ API( H) O ��fH�.zfthS9f%pfN \ 0+10 EXISTII'JG 1+00 EEISTI[,,IG by J L I 0 _55 0+00 1 +00 2+00 3+00 4+00 5+00 1 RESTAURANT & WEST MOTEL WATER SERVICE PROFILE 1 "=40'H, 1"=4'V 25 IL O U U Z a O O Q r O O w U ¢ -:T- o ¢ ¢ In Z Q In Z ¢ In Z ¢ Vl M u1 N fn W m (n W m (n W (/1 W U 9 15 8 7 12109/09 SCDHS NOV 09 COMMENTS MG 6 10.29.09 SCDHS AUG 09 COMMENTS MG 5 7,10.09 SCDHS 1/16/09 COMMENTS MG 4"9 FS 4 3/04/09 SCDHS OWR 2/27/09 COMMENTS MG EXISTING 4 WM 0 P _ 3 3/04/09 SCDHS OWM 2/27/09 COMMENTS MG 2 11118/08 REVISED PER SCDHS COMMENTS MG 1 ISSUED TO SCDHS MG REV I DATE I DESCRIPTION BY 5 IT IS A VIOLATION OF THE LAW FOR ANY PERSON,C+05 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 0 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 -5 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN 0+00 1 +00 2+00 3+00 4+00 5+00 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 & 2 CABANA WATER SERVICE PROFILE ASSOCIATES, LLP. 1 "=40'H, 1"=4'V qjd w @ JAMES, LASALA 25 11 OVAL DRIAvSSOCIATES, LLP SUITE 129 w 0- �' TELEPHONE: 631.592.2660 JOB OSAE-00146 11749 N .6 ACSIMIILE:NY631 232.1536 JOB # 08AE-00014 — ¢ ~ w U S T w — t Z w C w U U z 0 Z J w EHASZ GIACALON O J ¢ a -�YV U H LZi1 O U Q U > hOx O � O � Om ¢ r� Om O' 0 O U > 0 (n d- HU — z � z Z Z z N - � ¢ � zw ¢ � G � - ARC , CD o Qcno ¢ cnw InInw ¢ u: ¢ - cn ln ¢ U) w � ¢ v1 � ¢ w ¢ Q 431CONKLINSTREET FARMINGDALE, NEW YORK 11735 �cn w z cn w w In w x cn l M In i,_i m ul cn w ' TEL:(516)420-8383 FAX:(516)420-0195 15 N PROJECT WATER MAI \--INS 2%4" ADDLE FOR FUTU BL w oFF SANTORIIVI BEACH RE NIBLY MINARi 4"0 FS TO RAINING 3800 DUCK POND ROAD 10 CEN ER CLl'TCHOGLIE, NE ry, DRAWING 4 — 1.U4 -7E=— F--, —`�, E=— F-,- / ICE 1 .2 DIA. a EXI, TING SA IT RY T� O � I Le � c 2 '� CW & m FS S DATE 1/28/0e DRAWN BY ' jTCFRDV VA VE SEP AJ A1+9 o METEf. SCALE A5-NOTED CHECKED BY H5 PROJECT�aAE 00014 SHEET OF a or65Sit. ING NO. C �y/ P y A � 5 0+00 +o0 2+00 3+00 4+00 5+00 �F W SAN-02S 3 TRAINING CENTER WATER SERVICE PROFILE — 1 "=40 H, 1"=4'V Z Z z z Z Z O O O O O O H U U U U U U > F- W W W W W w _IU Z m � z � A r D C Z 0 0 0 0 WZ F I o 0 25 a z z z z Z oco cn N w LLJo Q SUFFOLK COUNTY DEAPPROVOED SERVIC13 U o J ~ ~ ~ ~ ~ O o o O > > a � = REFERENCE NUMBER: CIO U W W Li1 W W T T x = ( ) 20 z a o z z z z z L'i In z SEEDRAWIN' G# OF) 11 FOR SPECIAL CONDMas - ,0o F o vU + + w + + N m z n REVIEWERS INITIALS: N F- w w w w w = a a _ 20 O W N 7 O O 7 7 l0 O N (!1 U1 U1 fq- U1 (n L� F- F- Of F- O F- J F- F- W ¢ m a N In c0 N U) =(n0 (n O- U) U) U) m co + + _ + _ + _ 1; _ + _ + C + + + + + + + + + F- F- F- F- F- H 15 FF E1 O_ U) U) U) U) U) t a 31 SEWER F- F- w F- w I- w F- w w F- O F- F- F- F- F- F- F- F- F- u) z (n 3 (n 3 U) 3 (n 3 Lo 3 (n D- _ut (n In (n v (n vt (n N GREA E I -STATION 15 MP EWER _ EWER _ S TION 10 INV EL T�1 4 12.70 6"0 -- SAN 10 49 1.25"0 SAN FORCE BEGIN 2"0 ORM -- RC MAIN CLEAN FORCE MAIN - MAIN 0 0 0 6,7 8.9 p 1 n O Oi Oi N O '� I I 1 w 1 2 3 4 5 z w Z w w w w w 31 32 z _ z SAN-E)RCE MAIN Z z z z z BLUIN 2-0 p4 L3 O o TO SANITAR MANHOLE SMHi 30'-6" 6"0 43' 6" 6"0 THR UGH 5 w 5 vi vi SDR35-PVC�O S-PG - m @ 1% MIN ® 1%, MIN w w 0 130'- 6"0 z z 130'- 6"0 SDR35 PVC PVC a -5 0+00 1 +00 2+00 3+00 4+00 5+00 PROPOSED RESTAURANT SANITARY SERVICE PROFILE 0+00 1 +00 2+00 3+00 4+00 5+00 1"=40'11, 1 "=4'V 2 PROPOSED WEST MOTEL SANITARY SERVICE PROFILE 17737 1 =4 V 1= O U W Z z ¢ z W O J U O 25 U U) W V) n O Z Z W z z z z z Lv Z z = r I=- F- F= _ ,= F=- F- F- x w m W o zo 00 Qw � w Qw FLU � F- w Ow O U) Z W z W z w z W Z W � z z W N W O W OU (0 (-) SOU OU � � OU NU N In O J � U OU OW O W OW _ L'J � 0_ NW NW N N rr) jy IF) aD a � az aD aZ) ¢ a aF aD V) V) (f) = V) x U) = U) = U) U) (n = U) = V) (.f) Un J U) w 9 15 GRADE A 0VE 8 7 40 FIR ERVICESIOR MFOICE 5 PIPE (TYP) 4 0I I I 2g21 8,19 16,1726 25 24 3 22 fl 2 SAN FORCE MAI 1 MG TO SANITARY MANHOL SMHiREV DATE DESCRIPTION BYL5 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A Z w w LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY CROSSING REFERENCE > > — WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS G — — ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND OF CROSSINGS- THE NOTATION "ALTERED BY" FOLLOWED BY 0 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 -5 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN 0+00 +OD 2+00 3+00 4 -00 5+00 THE OWNER AND JAMES, LASALA & ASSOCIATES, LLP. THESE PLANS AND SPECIFICATIONS WILL BE THE SUBJECT OF A COPYRIGHT PETITION AND MAY NOT BE R3 PROPOSED EAST MOTEL SANITARY SERVICE PROFILE THE WRITENISED AUTHORTY OFOR RD JAMES,YOSALWAIT&OUT ASSOCIATES, LLP." 1 "=40'H, 1 "=4'V Li U I; > JAMES, LASALA & 25 Of cn ASSOCIATES, LLP z U) 0_ a Z 11 OVAL DRIVE Li _ ~ ~ LEARNING CENTER F EL 22-00 A, 11749 suliE tzs U L� 3 TT U) - TELEPHONE:Y631?592.2660 JOB 08AE-00146 Z w (L FACSIMILE: 631.232.1536 JOB # OB.AE-00014 20 z w O Lu z z Z Z z Z z EHASZ GIACALONE In ° _ F- 9 Z rl + + „ .G ARCHrrECTS, P.C. O O O CD w w _1 _1 F J ¢ Lo ¢ ¢ ¢ z ¢ z ¢ z ¢ z ¢ ¢ z ¢ 431 CONKLIN STREET n r n n n N U n v 0n N U n n n n U v FARMINGDALE, NEW YORK 11735 turn 00 r —to TEL:(516)420-8383FAX:(516)420-0195 hI-� I< r-� z oo rPROJECT ww W ww SANTORTNI BEACH 5 2 zz z z zz RESORT 10 ¢" 3800 DUCK POND ROAD _IRE CUTC140GUE, NEW YORK 11935 SERVICE SERVIC 8,0 SEPTIC TANK 35 36 GREASE SEE EETAIL DRAWING TRAP SHLLI - s CONITINUTATIONI RROROSED SANITARI' SERVICE 0 � f L- ---SANCONNECTIONS DATE v2eioe DRAWN BY SCALE A5-NOTED CHECKED BY H.5 0 PROJECTOBAe 000la SHEET OF T DRAWING NO. QouFtsslp � 0+00 1 +00 2+00 3+00 4+00 5+00 AN-02C 4 PROPOSED TRAINING CENTER SANITARY SERVICE PROFILE ..m 1 "=40'H, 1 "=4'V OF new y ry NOTE: PIPE CROSSING TABLE 1-ALL WATER AND FIRE O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O %5252 O O O O O O O O O O O O O O O %1395113 O O O SUFFOLK COUNTY DEPARTMENT.OF HEALTH SERVICES SERVICE SHOWN ON THIS 6 STORM SEWER INV. 9A0 9.00 9300 9400 9500 8662 8?82 8882 8982 8.93 8.93 91.01 8.96 8.82 8.82 8.70 8.70 18 19 8.85 8.85 9?42 9.26 9.26 9.14 9.16 g 1 8 7 29 30 37 32 -35 36 -37 -38 -39 -40 -41 -42 -43 -44 -45 -46 47 48 49 9.50 9S0 9.50 6" STORM SEWER INV. APPROVED SHEET IS EXISTING. 2.ALL COURTYARD STORM TOP OF " SANITARY 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 -6 7. 3 - - - - - - - - - - - - - - - - - - - - REFERENCE NUMBER: L I (b DRAINAGE IS EXISTING. 6" SANITARY INV. 7.00 6.78 6.56 6.34 6.12 6.38 - 6.75 - 6.95 - - - 6.82 - 6.48 - 6.14 - 6.10 - 6.33 6.74 6.61 6.74 7.07 .16 0 8 - - - - - - - - - - - - - - - - - - - - 6" SANITARY INV. TOP OF 1.25 0 F.M. - - - - - - 7.32 - 7.32 - 7.43 7.51 7.46 - 7.32 - 7.20 - 7.21 - 7.21 - - - - - 0 8.00 8.00 7.53 7.53 - - - - - - - - - - - - - - - - TOP OF 1.25 0 F.M. SEEDRAWING# OFI�FORSPECIALCONDITIONS 125" F.M. INV. - - 7.20 - 7.20 - 7.31 7.39 7.34 - 7.20 - 7.08 - 7.08 - 7.08 - - - - - - - 7 8 7.88 7-88 7.40 7.40 - - - - - - - - - - 9.13 9.13 9.13 - -4.48 5.25 - - - - - - - - - - 6.05 5-57 - - - - - - - - - - - - - - - - - INV 4" F.SINV 4" F.S - - - - - - - - - - - - - - - - - 4.81 5.58 - - - - - 6.38 5.90 - - 7.00 7.00 7.00 7.00 7.00 - - - TOP 4" F.S. REVIEWER'$INTTIALS:TOP 4" F.S. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6.13 5.65 - _ _ _ _ _ _ _NV - - - - - - - - - - - - - - - - - - - - - - - - - - - 6.38 - - 5.90 - - - - - - - - - - - - - P 3" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6-2 6.2 _ _ _ _ _ _ _ _ _ _ INV 2" W.M. - - - - - - - - - - - - - - - - - - - -_ - 6.38 6.38 - TOP 2" W.M. TOP 2" W.M. - - - - - - - - - - - - - - -_ - 1.50 1.50 1.50 1.50 - - 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 7.50 EXIST MOTEL WS INV. L _ _ _ _ _ _ _ _ _ _ 4- WM - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7-00 7.00 7.00 7.00 7.00 - - - - - - - CLEARANCE Fi. 1.50 1.72 1.94 2-i6 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 1.50 225 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. 1.88 1.88 1.88 CLEARANCE Fi. START HEADER SYSTEM WITH 2' OF COVER OVER PIPE (TYP) 6 r 19'ip" / ST01'� CPP I DECK ABOVE ROOF RIDGE Sf __________1 LINE (TYP)� ,L{Q14� STORM (CPP STORM CLEAN I p0/ I t9'-6" / STORM CPP OUT (TYP) GI 1 P� n n ORTH SIDE B LOIN \lz"W/ -Sr CPP NO/ ) I _. 1" ( .,-n .,-n .,-„ -n \ I ❑ ❑ I II • 1} m " 80 PERSONS 6" DIA. PVC ENCLOSED q . .p� ///q�N� ❑ ❑ G I INSIDE COLUMN (TYP). St / .- /' -i\ UP UNITS UNIT 39 si b UNIT iI I " 4 24'-6" / STORM CPP '�' O,mac mE `C1,/ �12 AX c y w w,\ STORM CPP g'lµ PUMP STATION T� n o I KITCHENE E TYP - CONTROL PANELFDai7 \�� Iyp�pRp n Q OAR °'.G, a m IIY (TYP) / BOTTOM OF PANEL / N9 _ _ \, r^� m 4'-0" ABOVE GRADE. ,n 11 t ," •"' " ° PERSONS O • 17 IIP a Sf I _ _ ~' 14'-4" / D.I.P. ® m c, a O .,J 19'-6" / STORM CPP o )Ic1 4 / SAN SEWER O 2.0 % MIN. I O �� O I `� °I: I 20'-6" / STORM CPP a PIPE CROSSING (TYP) _�^ SAN CLEAN - F4 UP $ 10Y GREASE TRAP �� n ® 01 ,l O O O O a+,pP' t. 0 PIPE CROSSING-MAINTAIN 18 OUT TYP m I 11 II ;-L J 'EX15T !ll... III III ¶ /u Al •e m MINIMUM VEflTICAL SEPARATION I (TYP) z� KITCHEN I'TT--1 6 ` 5 5 s s I-a? - LLLl'1� I o BETWEEN SANITARY LINES AND ci ,�, 2 \ e•snx ,•. T O m WATER SERVICE AND STORM- H LP-R7s S (KITd-IEN o�NlTr° OI DRAIN PIPING TYP _ '• n,-�• ' P1 ' " 1_�, �0 cnrxsc m"r-0" w M z O )0 - HEADER DE519N 6Y i'.._.1-• �' d( ) UNITOs 5O R50 s UNIT( 3"i6. ROOF DRAINAGE U 20'-0" MIN. m B OCt OX MIN. PITCH. ROOF AREA w BU�kL"T AREA=` n • G (DRAINAGE I O O 0 I Sa 1 m ^ A CON HEADER P) f m O a a n n n-a -'/c�(jy` -C/'(y/V' f0'-o" LP-R2 U IT .,-,. m-u OPP G BY N O O 0 I N� e5 ' er 1,,6 �Da G op, �m rcN a x 7' m y �i GANTLEVER OF 1 0 14'-4" / DIP SAN 40"1 m 26 and OOR DEG ABOVE SEWER O 2.0% MIN. pg FS • "� O A 356 CPP BY BY UNIT A STORM CPP a,x �F G m E 0 _' P II J T�TTI I Il ; 5 H yl 'oMI SAH S / PVC DR35 Up .`T UNIT p5 0 1 uP SAN SEWER O 1.0% MIN. TJ I ` 1 1 L L 25 s-SSs-f sS J_ _ _______ _ ___ 2 p /-.ssss=us= Wig �� _� O ��ppp I I 63-1.2'.(M/ HOPE SDR9 SAN�ORCE�.AIR- /� I IE/ ONE a I�x QQ35'8" / STORK CPP g G m ROOF RIDGE_ "' SANITARY FORCE MAIN I �' (MODEL DH272 LINE (TYP) _ IDUPLE% SANITARY 4. Sf f i� T' -r 1 (PUMP STATION LATERAL ASSEMBLY (TYP) h � UNIT If(i ' IIIl 1 i� U T ----- --^ ° LP-E3 6*0 STORM '^ I �_IJ_ l _1_L�_l '._J LP-E2A LP-E2 �• b 4 LP-W7 CPP CROSSING I -- - "- -- --_ - _ _ 12'-6 / OVER 4"/ I '� SANITARY FORCE MAIN a STORM CPP '00 M PVC SAN (TYP �n1 ROOF STORM WATER FLUSHING CONNECTION (TYP) COLLECTION PERIMETER ") I GUTTER & DOWN SPOUT 1 PROPOSED RESTAURANT SANITARY & STORM ATER DRAINAGE PL DOWNS •�'� ° " SEATER DRAINS IN HEADER & LEACHING 1^_1 p•_0" i " a l 0 I m I POOLS (TYP) d l 0 G a O O I I c a� Ib UNIT �3 281- 4'/ PVC Ok-35 SAN EWER O 3s.0% G I TTT 1 a= I 9 a UP \ 'n I "' xm I I 1�i_L_�_Lr L;, }I 6 '� j li 24 p I i= -Tx ;• 7 12109/09 SCDHS NOV 09 COMMENTS MG iI M (ryp•) u UNIT �- LP-W3STORM CP -g e 6 10.29.09 SCDHS AUG 09 COMMENTS MG 21'-6" / STORM CPP Wm- ROOF A ,�- I8_5� 3 alx �f0'-0" MIN. 6"/ PVC ENCLOSED U (DRAI E)I STORM CPP 5 7.10.09 SCDHS 1/16109 COMMENTS MG t' z y ROOF STORMWATER COLLECTION INSIDE COLUMN (TYP) Q 6"/ ROOF DRAINAGE HEADER PERIMETER GUTTER & DOWNSPOUT I rn6 4 3104109 SCDHS OWR 2/27/09 COMMENTS MG yI O t.0% MIN. PITCH CONNECT /-SYSTEM DRAINS TO HEADERS & b I a $ I DOWNSPOUTS TO HEADER SYSTEM (TYP.) / LEACHING POOLS (TYPJ " 3 31/18/0 SCDSEDPER 127/09COMMENTS MG cn I _I[� 78'-6" / STORY,CPP 111'-6" / STORM CPP sf W 5< sT-rr6f6T sf-Sf $fsT o 2 11118108 REVISED PER SCDHS COMMENTS MG II,� Sf►- -ST� 6T -gT-fif 6T -Sf.-4 Sr -SI' S-6 / _ 0 c ROOF AREA 3 - 5-6 / 5'-8" / ORM OFP STORM CPP O 23 �a 1 - ISSUED TO SCDHS MG a a 1 UNIT I6 ROOF I STORM COP STORM COP ABOVE m (DRAINAGE) 3 '� _____ ABOVE _____ ______ m_______ ______ 0 REV DATE DESCRIPTION BY lax j f _____________ •. 5�_6"/ __�________ _ __�________ _ __�________ __Q_______ era o -�- -- -- _ ---- - NEW H.G. RAMP. STORAGE ''' Y81 M CPP UNIT SS SS n x +- IT IS A VIOLATION OF THE LAW FOR ANY PERSON, m I ROOF STORM SEE NOTE 5 O �+'T- 6T� LI, DRAINAGE AREA 3 o I 75-6 ' STORM Cif UNLESS ACTING UNDER THE DIRECTION OF A SfoRM CPP - .) E] FS EXIST MOTEL WS. li I LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WEST BLDG FEEDS EAST BLDG. O 32 WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM G Ie ROOF AREA I LAUNDRY S BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 4 I N ws s-w w� (DRAINAGE) -__ "` ALTERED, THEALTERING ARCHITECT ENGINEER 'x ❑ ❑ _UNI_241_ UNIT 25 ❑ ❑ UNI 26 UNIT 2 __�❑ ❑ NIT 8_- UNIT 9 _, ❑ UNIT 30 - L - �i SHALL AFFIX TOHIS/HER ITEM THEIR SEAL AND ------ --- - - --- ti ws ws - --- -_ ll�llzl PC TO FIELD LO TE ALL -ws s w ws s m� THE NOTATION "ALTERED BY" FOLLOWED BY EXISTING SANITA OUTLETS UNIT IS UNIT 14 I UNIT 12 WATER OFFICE -ws ws w ❑ ❑ ❑ ❑ ,❑ =_1_ _ _ _ _ _ 1 _ c �, HIS/HER SIGNATURE AND THE DATE OF SUCH CONNECT NEW 4" / PVC .G N II HEATER "' --- --------------- FT-------- SAN UNES • 2.0 MIN, m ws ws s-w ws s ALTERATION, AND A SPECIFIC DESCRIPTION OF THE 0 ---1 T-- 0 ROOM MP STATION II ROOF STORM R(DRAINAGE)t AEA t ! o ALTERATION ON THE DRAWING. TTOMLOFAML. DRAINAGE AREA 2 O O O AGE) 22 O O 0 a O O O ® ( ❑ 1 I t M CPP G "THE PLANS AND SPECIFICATIONS HEREIN ARE 0" ABOVE GRAOE.I 0 -1 O OI O ❑O O 0 O O � INTENDED FOR THE SUBJECT PROJECT ONLY AS A n _ - u `-a Tii y RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN z 3 $ a O ====�T o o Z a7 a Tl_liJ_;_ I rc THE OWNER AND JAMES, LASALA & ASSOCIATES, f/` NN s C `" x I1 x e• \ s x'�:ok, z k \' •�yT • _ I LLP. THESE PLANS AND SPECIFICATIONS WILL BE E/ONE ,�,q 1 III Sr 'a^'. 7j1 o r-- x '\ o • R > THE SUBJECT OF A COPYRIGHT PETITION AND MAY MODEL 5 a N L 1 LJ 11_L N 3� m N 6" x�m ry m CLOSE a �\ m N 11 = A M opP '8 �e L___ '^6 0M152-93 a �'_"`_'_'_'_�- e I o \Ry 4 �o = S� m o �G IM w dl w x \ NOT BE REVISED OR REUSED BY ANYONE WITHOUT DUPLEX u .a Sr CC 15'-2" rc OR m O $ o >m p ,y a T m o THE WRITTEN AUTHORITY OF JAMES, LASALA & SANITARY INV EL d dw �w CCU' 43y,� II m °,m m,,, w,,, In PUMP STATION. `" 5.70 .-------_-_ > i a'• p �I 'a • lu d ----Jl_______a ""' z rc z z ! ASSOCIATES, LLP." m <z z 30'-0" is I ? "2 " a'^ rn'A •' o,� �- I I < y' / 'a Z 2 m m 6 m JAMES, ,T �r LASALA pp�� a� 125'-6" / PVC DR35 SAN SEWER • 1.0% MIN. • m w JAMES LAJ�A (JG 6s-6 s 5 6 6 5-6 5 5 p � ,xlx y<( No b o,x s aN ' FM FM FM FM FM FM FM FM FlA FM i u I cx p i , 150'-1.25"/ HDPE ORB SAN FORCE MAIN \ n ASSOCIATES LLr 5 8 10 a 12 z \ a V• CPP PUMP STATION 11 OVAL DRIVE 7 11'-8 5/8" g auM 11 �1p o :, I +. I Y * 510R CONE L PANEL SUITE 129 10'-0 m a l I m u I m 5 4'-0 OF PANEL m� rn m 14 m I 16 m 18 't'2� 4'-0" ABOVE GRADE. ISLANDIA, NY 11749 I sE N N I c „+ TELEPHONE: 631.592.2660 JOB # 08AE-00146 5T� ^ y� �- +� l 116'-6" / PVCLOR35 SAN SEWER O t.0% MIN.Y� i FACSIMILE: 631.232.1536 JOB �1 OBAE-00014 STORM CPPST ST Sr '�47'-8" / TORM CPP -� ooN��---Ss S6 SSS S s s S s�-sS S so s5ss 91 0a 158'-t.2 ' Y HOPE ORB SAI SEWER FORCE MAI m 21 `" EHASZ GIACALONE 15 17 m E/ONE ARCHITECTS, P.C. 13 19 LP-W2 MODEL DH152-93 DUPLEX 431 CONKLIN STREET NEW SANITARY FORCE MAIN '� .� 3334 sr sr-iT ST-sf SfSf-sT ST-ST-8f-9f_� R SANITARY FARMINGDALE, NEW YORK 11735 SEE. SITE PUNS BY-6" / STORM CPP O t.00% MIN. (TYP.) 40'-6" / STORM CPF O 1.00 I'LI N. (TYP.j PUMP STATION FOR CONTINUATION. a TEL:(516)420-8383 FAX:(516)420-0195 EXISTING WATER MAIN LP-El 12'/ PRECAST CONCRETE PROJECT & FIRE SERVICE. STORMWATER LEACHING POOL SANTORINI BEACH SEE SITE PLAN (TYP.) SEE OWC C-OB FOR FOR CONTINUATION. DETAILS, AND DWG. C-04 FOR 0 DRAINAGE STRUCTURE SCHEOULE RESORT FOR SIZE. 3800 DUCK POND ROAD a CUTCHOGUE, NEW YORK ] 1935 DRAWING 35 FS FS Fs Fs F6 Fs FS Fs FS FS FS WEST MOTEL, EAST MOTEL 4 RESTAURANT � PROPOSED SANITART 4 STORMWATER DRAINAGE PLAN -\MT DATE 1/2E/Ov DRAWN BY wM wM wM wM WM WM WM wM wM xv me wM \7^�( a 36 SCALE AS-NOTED CHECKED BY He PROJECT08AL00014 SHEET 4OF 9 DRAWING NO. 0 1aoFms�%gt v 2 PROPOSED WEST WING SANITARY & STORMWATER DRAINAGE PLAN 3 PROPOSED EAST WING SANITARY & STORM WATER DRAINAGE PLAN sr i ^a SAN-03 OF N4W SUFFOLK COUNTY DEPARTMENTDFHEALTHSERVICE$ APPROVED REFERENCE NUMBER: C I SEE DRAWING# OFaFORSPECIAL AJpC DI'flOi$ REVIEWER'S INITIALS: S- EXIST. DECK _ EX157 DECK 0 0 0 h UNIT 44 o � UNI 1 EX16TIN5EAR —1 _ ry TO REMAIN o p O L__1 / DECK o I o m OO o 0 o m UNIT 2 G 4 OQ 00 0 GO 00 0 a 3 00 pE�K 0 0 0 0 0 "1 OE fl o OD UNIT _ - _ - - - �_ _ - - - - = UNIT 45 G q 9 L b O p �?-� � DECK EJ:_-- a 7 51M O0G 4 5 UNIT 5 O b 4 m 0 3 O DECK _ ry `v 1 ❑ p 4 REV DATE DESCRIPTION BY 00 UNIT 6 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, sIw UNLESS ACTING UNDER THE DIRECTION OF A c LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY 4 m WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM UNIT 46 Ll BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS OO IS/HERALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO H ITEM THEIR SEAL AND O THE NOTATION "ALTERED BY" FOLLOWED BY UNIT O HIS/HER SIGNATURE AND THE DATE OF SUCH �.c. - ALTERATION, AND A SPECIFIC DESCRIPTION OF THE Y ROOF ALTERATION ON THE DRAWING. 0 o 5ELOw RAISE ROOF SLOPE 4 R "THE PLANS AND SPECIFICATIONS HEREIN ARE ON LOWER ROOF EX157 DECK INTENDED FOR THE SUBJECT PROJECT ONLY AS A RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN UNIT 8 THE OWNER AND JAMES, LASALA & ASSOCIATES, ROOF a LLP. THESE PLANS AND SPECIFICATIONS WILL BE SELow THE SUBJECT OF A COPYRIGHT PETITION AND MAY 0 O 0 NOT BE REVISED OR REUSED BY ANYONE WITHOUT O -- THE WRITTEN AUTHORITY OF JAMES, LASALA & ASSOCIATES, LLP." JAMES, LASALA & NEW DECK ASSOCIATES, LLP EXIST ROOF 5ELOw 11 OVAL DRIVE SUITE 129 .'-a^ e'-O" a'-O^ e'-O" ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 JOB # OBAE-00146 FACSIMILE: 631.232.1536 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 CUTCHOOUE, NEW YORK 11935 DRAWING LUE&T I"fOTF-L 4 =,45T 1"IOTEL LL SEOOND EEELOOF-� FL ,4Ne DATE 1125105 DRAWN BY SCALE As-NOTED CHECKED BY He it PROJECTOeAE 00014 SHEET 40F 9 DRAWING NO. QtloFe�s��J� 1 PROPOSED WEST WING SECOND FLOOR PLAN 2 PROPOSED EAST WING 2ND FLOOR PLAN SAN-03A OP N E'N 1 SANTORINI BEACH RESORT DRAINAGE DESIGN DESIGN CRITERIA RUNOFF COEFFICIENT: ROOF 1.00 l ' PROVIDE FOR 2" RAINFALL SUFFOLK COUNTY DEPARTMENTaF HEALTHSrFJxy 1RO RINGS PROVIDE 100.9 C.F./V.F. START HEADER SYSTEM ��®�� WITH MIN, 2. OEM - DRAINAGE COMPUTATIONS REFERENCE NUMBER: C ( 0- 08 C OVER PIPE \ \ - RESTAURANT: -� __-.- ----'-�-_ _ _�- ----•- -'-� -- ----�_ • 2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY SEE DRAWING# I OF FOR SPECLIL�ry�L eLEc PROVIDE (1) 12'0 LEACHING POOLS WITH 5' DEPTH ROOM 1 X 5' X 100.9 = 504.5 C.F. STORAGE PROVIDED REVIEWER'S INITIALS: _ DOWNSPOUT (TYP) STOR' GE Ioq 55'-6" 6'/ STORM CPP COORDINATE WITH rdi RESTAURANT: (LP - R2) ROOF DRAINAGE HEADER ARCHITECTURAL DWGS. L� 01.0% MIN. PITCH. CONNECT 2,402 S.F. X 2/12 X 1.0 = 400.3 C.F. REQUIRED CAPACITY DOWNSPOUTSSYSTEM HEADER I PROVIDE (1) 1 LEACHING POOLS WITH DEPTH 1 X 5' X 100.99 = 504.5 C.F. STORAGE PROVIDED TOILE! - - 9 - WEST WING: Ro^'M ROOF AREA 1 (LP-W1) IANTRY 2.320 S.F. X 2/12 X 1.0 = 386,7434 C.F. REQUIRED CAPACITY Io_ Ion OREAK-GUT TI s ROOM PROVIDE (1) 12'0 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.5 C.F. STORAGE PROVIDED Ioq ROOF AREA 2 LP-W2 Fan, ewe 2,500 S.F. X 2/12 X 1.0 = 416 C.F. REQUIRED CAPACITY / DATA G cc�RRIOOR PROVIDE (1) 12'0 L.P. X 5' DEPTH X 100.9 C.F. V.F. = 504.5 C.F. STORAGE PROVIDED 12'/ PRECAST CONCRETE cNTER P STORMWATER LEACHING POOL ROOF AREA 3 (LP-W3) (TYP.) SEE DWG C-07 FOR -�___ I DETAILS, AND SIZE. `" ''I L¢6ar LeV E.M,R. L ; FE` \ 3,624 S.F. X 2/12 X 1.0 = 604.0 C.F. REQUIRED CAPACITY PROVIDE (1) 12'0 L.P. X 6' DEPTH X 100.9 C.F./V.F. = 604.5 C.F. STORAGE PROVIDED sTORASE �' \ EAST WING: 12'-6"� 1o'-6"d � ��& m STORAGE Meiw ROOF AREA 1 (LP-El) STORM CPP ;-STORM ¢PP 0. III H.+I„o IL // 2,200 S.F. X 2/12 X 1.0 = 366.7 C.F. REQUIRED STORAGE CAPACITY STAI PROVIDE (1) 120 L.P. X 5' DEPTH X 100.9 C.F./V.F. = 504.0 C.F. STORAGE PROVIDED LP-LC2 STROOF AREA 2 LP C1 \ E 2 4- 9 3,327 S.F. X 2/12X 11.0 =) 554.5 C.F. REQUIRED STORAGE CAPACITY s LP-D6 PROVIDE (2) 120 L.P. X 5' DEPTH X 100.9 C.F./V.F./ •\ / RAMP-eae = 1008.0 C.F. STORAGE PROVIDED versa srto-a.a rov yr sLna L� ROOF AREA 3_ /• •\ ��" "r-"-" ® LP-E3 25 0" -�I 10 0" / /' / ( ) \ Ac. 3,100 S.F. X 2/12 X 1.0 = 516.7 C.F. REQUIRED STORAGE CAPACITY AREA r, 'N A GREASE PROVIDE (1) 12.0 L.P. X 6' DEPTH X 100.9 C.F./V.F. = 605.4 C.F. STORAGE PROVIDED 2 12' DIA STORM POOLS / / / A. a„ r GREASE _X /• TRAP, GT2 3"Ill WATER. •{. / a '° \ FOR C NTINUAT' • / H \ �\ dp v� / SEE E PLAN. STORAGE a�� LP-D5 EXTERIOR\ \ 'h •/'/ I p III O CL05ET /• '� 6 0 WATER. \ In FOR \II6\ QS SEE STETPLAN ION \ I Q�tU4,��t `• 4"DIA. SANITARY PVC. LEARNING CENTER: (LP-Cl & LC-2) SEE SITE PLAN. INV ROOF AREA: 7,500 S.F. 7,500 S.F. X 2/12 X 1.0 = 1,250 C.F. REQUIRED CAPACITY PROVIDE (1) 12'0 LP x 7'-0" DEPTH x 100.9 C.F./V.F.= 706.3 C.F. PROVIDE TOTAL PROIVIDED 1,311.7 C.F. DEPTH x 100.9 C.F./V.F.= 605.4 C.F. m / CABANA: (LP-C1 )DRAINAGE COMPUTATIONS 4"DIA. I Y VC. ROOF AREA: 1,635 S.F. " SEE SIT 1,635 S.F. X 2/12 X 1.0 = 272.5 C.F. REQUIRED CAPACITY 9 PROVIDE (1) 12-0 LP x 3'-0" DEPTH x 100.9 C.F./V.F.= 307.2 C.F. STORAGE PROVIDED. 8 zzx U LP-D4 ROADWAY TO LEARNING CENTER.L-(D1 . D2, D 7 6 10 12091029,0 9 SCDHS NOVCDHS 09 COMMENTS MG 3) OV• ROADWAY 7,069 S.F. x 2/12 x 1.0= 1,178.2 C.F. 09 COMMENTS MG ,M y, SIDEWALKS 1,040 S.F. x 2/12 x 1.0= 173.3 C.F. 5 7.10.09 SCDHS 1/16/09 COMMENTS MG PERVIOUS 4,738 S.F. x 2/12 x 1.0= 157.9 C.F. 4 $104109 SCDHS 01 212 7/0 9 COMMENTS MG ORO 4�� N�tFN SFf /q' PROVIDE (3) 12'0 LP x 5' DEPTH 3 31D4109 SCDHSOWM227109COMMENTS MG .Q\P• t QLP `c/'4`q4'/p 3 x 5' x 100.9= 1,513.5 C.F. STORAGE PROVIDED 2 11118108 REVISED PER SCDHS COMMENTS MG 6 sRr 1/ ISSUED TO SCDHS MG REV DATE DESCRIPTION BY � s\ �/ s\ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A s LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY WAY ANY ITEM ON THESE DRAWINGS, IF AN ITEM s\ BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS 1 TRAINING CENTER SANITAP(Y STORM WATER DRAIN LA PN s, ALTERED, THE ALTERING ARCHITECT/ENGINEERSHALL 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 # OBAE-00146 FACSIMILE: 631.232.1536 JOB # OBAE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 PROJECT DOWNSPOUT SANTORINI BEACH (TYP) RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW PORK 1 193 5 UNIT 44 UNIT 43 UNIT 41 UNIT 41 UNIT 40 DRAWING 10'-0" UP-El TRAINING CENTER 4 CABANA PROPOSED SANITARY 4 STORMWATER DRAINAGE PI-AN 0 00 oa DATE DRAWN BY vze/oe `----' ---' SCALE AS-NOTED CHECKED BY HE. 12'/ PRECAST CONCRETE PROJECTObAr l4 SHEET S OF 9 EQUIPT STORMWATER LEACHING POOL ROOM (TYP.) SEE DWG C-07 IFOR DETAILS, AND SIRE. DRAWING NO. 0 TOIL TOIL.® ggbl'EMIO4 - - O 9iEry��4 SAN-04 1 CABANA STORM WATER DRAINAGE PLAN \ n y - "=10'-0" LID NOTE: DUPLEX / ` RED PROVIDE TWO (2) INLETS AT ALL PUMP COATED CAST IRON STATIONS- PIPE SIZE AS SHOWN ON MARKED"SEWEN• ALTERNATING PANEL THE PLANS. la. 0 ' O2 E / ONC OR CQLAC T —260 / EXTERNAL VISUAL & AUDIBLE ALARM i/� T DH152/O3 L SEE REQUIRED AT wEsr MOTEL, RESTAURANT "yl'' EAST MOTEL SEE SITE PLAN. n EXTERNAL LATCHING MANUAL SILENCE �'W �i� HPRD wIROL MANUAL RUN ,- �` D J J LESEL coIJTROLs) GASKETED LID, ERR PUMP RUN INDICATORS I,(F �I I none GRADE MUST ACCESS WAr VENT / I`V 15.85 SLOPE AWAY FROM DUAL WALL, CORRUGATED CONFORMAL COATED CIRCUIT BOARD j Pc�J I °" HOPE ACCESSWAY PADLOCK � srRAuv RELIEF CORD i ~ ALARM DRY CONTACT GRADE GRADE CONNECTOR � I cuRe6ox NEMA 4X ENCLOSURE ASSEMBLY lsse I II ..�` <�`�\�� !�\!` �\ POWER & ALARM GABLE COATED CAST IRON I // � 12-6 W/CND INTERNAL WELL VENT CORROSION PROOF THERMOPLASTIC b p� 20' RIC POLYESTER APPROVED BY UL FOR E/ONE EQUALIZERELECTRICAL CONTROL ENCLOSURE Tl- j d� J ELECTRICAL QUICK. DI5CONNECT w L_ w LL NEMA 6P (EQD) 1.112^CURB STOP OPTIONS z Y z Y WATERWORKS BRASS ❑ �- a cG c, az j DISCHARGE t 1/ " FPT BALL VAVLE HOUR I ❑ MIN.4T m 0 GO �' INLET,ACCEPT T(5) 304 SS ) ENVIRONMENTONE METER e UI� co ER To AccBPT OVER 57" PVC PIPES) SWING CHECK VALVE AI-ARM 0 0 o I DIscH mmERT DUST COVER SUPPLIED QUICK DISCONNECT ASS' PVCISTAINLESS STEEL LIGHT 1 DePTIi FOR SHIPMENT (NOT �� (304 5 5 ) COMPRESSION FITTING SUITABLE FOR BURIAL] 1-114"I � mmeem rmrnn 1�� 55 CAST BALL VALVE l 1/4" DISCHARGE LINE wB o ict OPTIONAL Haug METERS S5� / (30a 5.S.) COMPRESSION FITTING "TM ` YP14 1 2 Bin m H VALVE `a• ? a, I - ' ' s _ ' _ 5 - 4114" 1m2 lxafo \ _ __ _ REJECT W,1'pll % An +/1 N ALARM - ANTI-51PHOPI VALVE 59GRIPPERRINGADDEDfOftPVCPIPING wRI3 \ IS) 310T _ _ (NORYL) �j p J BDOmm T "�" "�" �`� �� .j cGN'AlU lunIT GO m a ON s 5¶^ 28 RINGr ]241 1 OFF . - � U � Q GO 1019 1- J O® wT, 0 - _ 4 . GOg 0' w 52m DRY 4 SP lmm 420mm f I caMACn - o z0 O HDPE TANK 12,0000 280 L 280 LI I/2' NOMINAL WALL THICK.NESs - -- � 150 GALLON CAPACITY DISCHARGE PI �M� INLET' ENDS GROMMET FOR T-321 SS HDSE I PIPE 4- DWV PIPE (STANDARD) GROUNDING v o I I r BAR I I r CONCRETE BALLAST IS REQUIRED SEMI-POSITIVE DISPLACEMENT TYPE PUMP 1-144' NPTF I LEGEND SERVICE PUMP 1 PUMP 2 SEE INSTALLATION INSTRUCTIONS 3/4" GRAVEL BEDDING EACH DIRECTLY DRIVEN BY A 1 HID MOTOR T-304 SS BRAID T-304 SS 150# I CORE : : 1 : I I I I I I 11 I 1 I I FOR DETAILS 1-1/4' NPT FLEX ADAPTOR INSTALLED OUTSIDE SUPPLY CABLE S� D" lpjs ;", 10 3 DH152-93 PUMP STATION SERVING MOTELS DETAILS C 'o SILENCE AUDIBLE 7-304 SCH 40 PUMP STATION ENCLOSURE BETWEEN —FAcroaY INSTALLm ALARM N.T.S DISCHARGE AND FORCE MAIN TO ACCOUNT FOR FORCE MAIN SETTLING. AD SM 05-02-07 B N/A PPd FUNCTION 2000S EXTREME DR BY CHK-D DATE ISSUE SCALE SUFFOLK COUNTY DEPARTMENT4IF HEALTH SERYICBB 1 MANUAL RUNT RED BROWIJ i 1 �y - i APPROVE, �D�A�69e 7aPiR 1 PUMP STATION PANEL, LATERAL KIT & S/S FLEX ADAPTOR DETAILS 2 L1 BLACK RED ® , e1 WEID 3 L2 WHITE BLACK � ' k' r. g: REFERENCE NUMBER: ( 1 O - O S - oo X N.T.S 4 GAS GREEN GRN/YEL ir.6rY%l%�!%%r?+:.1'rlr, s ALARM FEUD ORANGE YELLOW A�up" SEEDRAWINO# ( OF�` FOR SPECIAL CON 5 ALARM RETURIJ BLUE BLUE SEWER SYSTEMS DUPLEX T-260 ALTERNATING PANEL, /� 240V 6OHz DOUBLE POLE POWER REVIEWER'S INITIALS: CONTROL CABLE: [Sp �� NS SIX CONDUCTOR WIRED LEVEL CONTROL PE 70 DIRECT BURIAL, 12AWG, LR2112E11 UNITED 'JOEO L M 0 0 0 3 2 9 P 1 9 EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, ILL L'STED, NEMA 8 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/IPh. WITH AUTO DIALER (FOUR (4) 7 12/09/09 SCDHS NOV 09 COMMENTS MG PHONE NUMBERS), AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED 6 10.29.09 SCDHS AUG 09 COMMENTS MG LOOSE FOR EXTERIOR FIELD MOUNTING. 5 7A0.09 SCDHS 1/18/09 COMMENTS MG 4 3/04/09 SCDHS OWR 2/27/09 COMMENTS MG 2 PUMP STATION PANEL DETAIL 3 3/04/09 SCDHS OWM2/27/09COMMENTS MG 2 11118/08 REVISED PER SCDHS COMMENTS MG N.T.S 1 - ISSUED TO SCDHS MG REV DATE DESCRIPTION BY IT IS A VIOLATION OF THE LAW FOR ANY PERSON, - UNLESS ACTING UNDER THE DIRECTION OF A U LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY A WAY ANY ITEM ON THESE DRAWINGS. IF ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER NEER IS A ALTERED, THE ALTERING ARCHITECT/ENGINEER SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND A THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ts� ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ` 11 LATERAL ASSEMBLY ALTERATION ON THE DRAWING. "THE PLANS AND SPECIFICATIONS HEREIN ARE Pam- INTENOR THE SUBJECT PROJECT ONLY AS A RESULT OFF CONTRACTUAL NEGOTIATIONS BETWEEN mN THE OWNER AND JAMES, LASALA & ASSOCIATES, M d61EEF) LLP. THESE PLANS AND SPECIFICATIONS WILL BE vi :.• TO MAIN LINE. E FROM PUMP STATION. THE SUBJECT OF A COPYRIGHT PETITION AND MAY SEE SITE PLANS. SEE SITE PLANS, NOT BE REVISED OR REUSED BY ANYONE WITHOUT THE WRITTEN AUTHORITY OF JAMES, LASALA & v^�E ` ASSOCIATES, LLP." uniff`ME°°Nm mE,ENNl�Es1 JAMES, LASALA & ASSOCIATES, LLP nw1c ear a +s Ecww _ THRUST BLOCK 11 OVAL DRIVE T e"cc°vuvi° Im -m °'1 IEV SQUARE X suo PEN cuss uNx SUITE 129 6" DEEP ISLANDIA, NY 11749 Pen CRAvEL JJ TELEPHONE: 631-592.2660 JOB # 08AE-00146 ;`/_ aw OR FACSIMILE: 631.232.1536 JOB (� 08AE-00014 16f FN°INEEP - -"' "`D�o'a CRUSHED STONE EHASZ GIACALONE ARCHITECTS, P.C. N9TE: FORCE MAIN FLUSHING CONNECTIONS INSTALLED AT ALL FORCE MAIN BENDS. W Y RK 11735 SEE SITE PLANS. TEL:(516)420-8383 FAX:(516)420-0195 5 SANITARY FORCE MAIN LATERAL INSTALLATION DETAILS PROJECT 4 FORCE MAIN FLUSHING CONNECTION DETAILS N.T.S SANTORINI BEACH N.T.S RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING 3 DATE 112a/oe DRAWN BY - SCALE A5-NOTED CHECKED BY He. PROJECTeAe00014 SHEET 6OF 9 DRAWING NO. YpUGE51'1�4 y, N T� Fi�Y:�11� y o GE , SAN-05 MCDONALD MCDONALD MCDONALD GEOSCMNCE GEOSCLENCE GEWCMNCE Dow InOn•Southold.Nrvl YmA ILam•mot pal Jail tma mom•from la.N,wl'mk lull•11 (Wu aortln I lessen aoacpp•sammla,Naw W,k nml TRAINING CENTER SANITARY SYSTEM DESIGN TEST HOLE DATA SHEET TEST HOLE DATA SHEET TEST HOLE DATA SHEET ALLOWABLE SANITARY FLOW (DENSITY): DESIGN FLOW: THEATER ® 3 GPD/CAPITA, DAYSCHOOL ® 5GPD/CAPITA + 2.5 GPO/CAPITA FOOD Name: din nt ,h,FSr W,a � Nom.. ails na T1Y %Tt,,LP_n_(a'1 Name, din 113 Fo,et lU tin(1 SANTORINI BEACH RESORT NON-MEDICAL OFFICE SPACE ® 0,06 GPD/SF GR FLOOR AREA sarveyor: surveyor sareeyon AREA OF SITE: APPROXIMATELY 16.59AC. 75 CAPITA THEATER X 3 GPD/CAPITA = 225 GPD Location Ida LlUncl; Lpce them: Location. ARTICLE 6 ZONE DESIGNATION: ZONE IV 600 GPD/AC 25 CAPITA DAY SCHOOL X 5 GPD/CAPITA + 2.5 GPD/CAPITA X 25 CAPITA = 187.5 GPD Tea Map Number 10110_83..2-1 The Map Number ap Number ALLOWABLE SANITARY FLOW FOR SITE 16.59 AC. x 600 GPD/AC = 9,954 GPD 0.06 GPD/SF X 270 SF OFFICE SPACE = 16.2 GPD Project Description site plan project Dalmopuon escflptlon. 225 GPD + 187.5 GPD + 16.2 GPD = 428.7 GPD, SAY 430 GPD Date' z/%q/ps 9;3(11"1 Dotal 2/29/1`n Data, 2/29/0N Lllr.erl nand doll loom a•' AISe.d sand oid lOnO 01'1%ed baud noll le"'l Pale br.un fine W m.dlcm deed do 9,2' watac in dark bm.". .".mic play W, ib 1 ' Plate[ in miserl v<unl and loam 11' ___-____ 101 we Le,: In br.gn ail ty sand 3m ALL MATERIALS USED IN THE CONSTRUCTION OF THIS SEWAGE water in Pnln brown fine to medan,n Bond sP _-_„ 10, r DISPOSAL SYSTEM SHALL CONFORM TO ALL S.C.D.H. . 'water in Pala brawn fine t. nedimm Dent Sn Vla Car in Pee brown fine to Inedlnm Band FP SPECIFICATIONS AND REQUIREMENTS 17I 20' 1 eat ALLOWABLE SANITARY FLOW (DENSITY) CALCULATIONS & GENERAL NOTES r6_`at TRAINING CENTER SANITARY FLOW DETAILED CALCULATIONS Cpmmenlel water encnu.t.rad 10.1' below fc,fa.. Comment.: Pate[ enceunt,ced 0.2. bellow enrface Comman,, "te, a.c.cuteded J.S. belle', alt"a.T N.T.S N.T.S POOL CABANA SANITARY SYSTEM DESIGN SUFFOLK COUNTY DEPARTMENT-OF HEALTH SERVICES , DESIGN FLOW: 100 GPD/UNIT MCDONALD APPROVE, UNITS 40-44 (FIRST FLOOR): 100 GPD/UNIT X 5 UNITS = 500 GPD aaw,aaB somaala.N.wvmxl eea.n REFERENCE NUMBER: L 1 Q - ° $ - 0 O NOTE: Hama d:B H9 TEST HOLE DATA SHEET SEE DRAWING f OF FOR SPECIAL CONDITIONS IT IS PROPOSED TO CONTINUE USING THE EXISTING SANITARY SYSTEM PRESENTLY SERVING THE CABANA. SEE CERTIFICATION OF CONSTRUCTED surveyor LNuA WORKS BY DESIGN PROFESSIONAL, WWM-073 SUBMITTED WITH THIS APPLICATION. Lombon p.nebogoe REVIEWER.'$INITIALS: Tu Map Number. 1000-33-P-1, Project Democratic. site plan Debt n/r/be 7 CABANA SANITARY FLOW DETAILED CALCULATIONS ___ blase clayoy deed mleh lOR 9rava] Sc____ _, ad... fine to eoa[a. card sup N.T.S SEPTIC TANK: P TOTAL DESIGN FLOW = 7,442 GPD =aid nr..-n rind L. media. nand nP REQUIRED CAPACITY = 2 DAYS FLOW x 7,442 GPD at 14,884 GAL. SYSTEM SIZING: USE (5) 10' DIA. x 6' LIQUID DEPTH SEPTIC TANKS: --------- THE SANITARY FLOW FROM THE SITE USED TO SIZE THE SEPTIC TANKS AND 3,000 GAL. X 5 = 15,000 GAL. 1e.3 LEACHING POOLS INCLUDES THE FOLLOWING: SANITARY PUMP STATION NOTES: caner in pale br'ewn fine to medium some no RESTAURANT KITCHEN FLOW 2,200 GPD' LEACHING POOLS: PROVIDE THREE (3) ENVIRONMENT ONE MODEL DH152-93 EACH CONSISTING OF TWO LAUNDRY ROOM FLOW (0 EAST MOTEL): 120 GPD TOTAL DESIGN FLOW = 7442 GPD a3 EAST MOTEL SANITARY FLOW: 2,325 GPD (, 2) 1 HP, 1725 RPM, 240 VAC, SINGLE PHASE, 60 CYCLE SIMPLEX GRINDER PUMPS comment: a.b.r ....ordered 16.31 bmcw .-food. WEST MOTEL SANITARY FLOW: 2,797 GPD LEACHING RATE = 1.5 GPD/SF SIDEWALL AREA IN A FACTORY ASSEMBLED AND TESTED GRINDER PUMP STATION WITH A NOMINAL 48" Same, t..ocmc eramed 7,442 GPD REQUIRED SIDEWALL AREA = 7,442 GPD / 1.5 GPD/SF = 4,961.3 SF ACCESS-WAY. EACH PUMP IS A SEMI-POSITIVE DISPLACEMENT PUMP RATED AT 15 GPM REQUIRED DEPTH (10' DIA.) = 4,961.3F / 31.42 SF/VF = 157.9 VF 0 0 FEET OF HEAD AND 8 GPM 0 178 FEET OF HEAD. EACH UNIT CONSISTS OF (2) B-4 PROPOSED SANITARY LEACHING FIELD 157.9 VF/8 FT/POOL = 1974 POOLS REQUIRED SIMPLEX PUMP CORES AND A 150 GALLON HOPE BASIN W/ A 4" INLET GROMMET. PROVIDE (21) LEACHING POOLS, 10' CIA x 8.0' EFF DEPTH EACH GRINDER PUMP CORE INCLUDES CHECK VALVE, ANTI-SIPHON VALVE, ON/OFF TOTAL EFFECTIVE DEPTH PROVIDED = 168 VF SENSORS, HIGH LEVEL SENSOR, MOTOR/PUMP/GRINDER ASSEMBLY, AND INTEGRAL CONTROLS. EACH BASIN COMES COMPLETE WITH BREATHER, REQUIRED LENGTH OF •I POWER & SIGNAL CABLE, NEMA 4X ELECTRICAL QUICK DISCONNECT PLUG FOR BOTH I O SOIL BORING DETAILS f'2't SANITARY SYSTEM SIZING CALCULATIONS POWER & ALARM, AND S/S DISCHARGE PIPING WITH QUICK DISCONNECT WITH S/S SHUT OFF VALVE. N.T.S 9 N.T.S 8 NOTE: EACH PUMP STATION SHALL BE SUPPLIED WITH ONE (1) MOD T260, UL LISTED, NEMA THERE IS NO UNIT 13. 7 12109109 SCDHS NOV 09 COMMENTS MG 4X, DUPLEX ALARM/DISCONNECT PANEL, 240V/1Ph. WITH AUTO DIALER, AUDABLE & VISUAL ALARM, DRY ALARM CONTACTS, PUSH-TO-RUN, SILENCE, AND INDICATOR LIGHTS 6 10.29.09 SCDHS AUG 09 COMMENTS MG WEST MOTEL SANITARY SYSTEM DESIGN (LEAD/LAG, RUN, ALARM). THE PANEL IS SHIPPED LOOSE FOR EXTERIOR FIELD 5 7,10.09 SCDH81/16109 COMMENTS MG DESIGN FLOW: LESS THAN 400 SF=100 GPD/UNIT. GREATER THAN MOUNTING. 4 3104109 SCDHS OWR 2/27I09 COMMENTS MG 400 SF=150 GPD/UNIT, UP TO 600 SF W/KITCHENETTE=150 GPD/UNIT, GREATER ''IAN 600 3 3104109 1 SCDHS OWM 2/27/09 COMMENTS MG SF W/KITCHENETTE=225GPD/UNIT. 2 11118108 REVISED PER SCDHS COMMENTS MG UNIT 1 (2ND FL W/KITCHENETTE, 400SF): 150 GPD/UNIT X 1 UNIT = 150 GPD TO SCDHS MG UNIT 2 (2ND FL, 412SF): 150 GPD/UNIT X 1 UNIT = 150 GPD SANITARY SYSTEM CALCULATIONS: AUTO DIALER CALLING SCHEDULE:1 .OPERATOR PHONE R - REV DATE DESCRRIPTTIOIO UNIT 3 (2ND FL, W/KITCHENETTE, 431SF):150 GPD/UNIT X 1 UNIT = 150 GPD 1 ISSUED POPULATION = 100 N BY UNITS 4-7 (2ND FL, 313SF): 100 GPD/UNIT X 4 UNITS = 400 GPD Q,PEAK HOURLY/Q,DESIGN AVERAGE = 4.25 (PER 10 STATE STANDARDS) 2.SITE MANAGER PHONE IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNIT 8 (2ND FL W/KITCHENETTE, 635SF: 225 GPD/UNIT X 1 UNIT = 225 GPD UNIT 9 (FIRST FLOOR, 255SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 3.OWNER PHONE UNLESS ACTING UNDER THE DIRECTION OF A UNIT 10 (FIRST FLOOR, 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD Q. DESIGN AVERAGE FLOWS: 4.ENGINEER PHONE LICENSED ARCHITECT ENGINEER, TO ALTER IN ANY WEST MOTEL: 2,797 GPD = 1.94 GPM WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM UNIT 11 (FIRST FLOOR, 341SF): 100 GPD/UNIT X 1 UNIT = 100 GPD EAST MOTEL: 2.445 GPD = 1.69 GPM + 0.083 GPM LAUNDRY = 1.77 GPM UNIT 12 (1ST FL W/KITCHENETTE, 336SF): 150 GPD/UNIT X 1 UNIT = 150 GPD RESTAURANT: 2,200 GPD = 1,53 GPM GRINDER PUMP PERFORMANCE CHARACTERISTICS BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS ALTERED, THE ALTERING ARCHITECT/ENGINEER UNIT 14 (1ST FL, W/KITCHENETTE, 350SF): 150 GPD/UNIT X 1 UNIT = 150 GPD UNIT 15 (1ST FL W/KITCHENETTE, 426SF): 150 GPD/UNIT X 1 UNIT = 150 GPD 0. PEAK HOURLY FLOWS: SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND 230 BY UNITS 16-21 (1ST FL W/KITCHENETTE, 345SF):150 GPD/UNIT X 6 UNITS =900 GPD WEST MOTEL: 1.94 GPM X 4.25 = 8.26 GPM P THE NOTATION "ALTERED THE FOLLOWED U OFFICE 22 GPD EAST MOTEL: 1.77 GPM X 4-25 = 7.52 GPM 100 HIS/HER SIGNATURE AND THE DATE OF SUCH 2,797 GPD RESTAURANT: 1.53 GPM X 4-25 = 6.50 GPM ILA, 220 ALTERATION, AND A SPECIFIC DESCRIPTION OF THE 95 ALTERATION ON THE DRAWING. CONSULT FACNHY 210 3 WEST MOTEL SANITARY FLOW DETAILED CALCULATIONS PUMP SCHEDULE: 90 wHINF MI ENT RESTAURANT-ONE (1) DH152-93 ` oaEa FELTmHI 200 "THE PLANS AND SPECIFICATIONS HEREIN ARE INTENDED FOR THE SUBJECT PROJECT ONLY AS A N.T.S WEST MOTEL-ONE (1) DH152-93 85 -- - '- 190 RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN EAST MOTEL SANITARY SYSTEM DESIGN NOTE: EAST MOTEL-ONE (1) DH152-93 8D -+1-DESIGN FLOW: 100 GPD/UNIT, 150 GPD/UNIT, 225 GPD/UNIT (BASED ON UNIT SIZE) 1-THERE ARE NO UNITS 40,41 ,42.43 180 THE OWNER AND JAMES,LLP. THESE PLANS AND SPECIFICATIONS TI ASSOCIATES, CATIONS WILL BE UNIT 24 (1ST FL 248SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT THE EAST MOTEL. PUMP CYCLE TIME P: 75 170 THE SUBJECT OF A COPYRIGHT PETITION AND MAY UNIT 25 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 2-THIS FACILITY IS NOT OPEN TO THE PUBLIC, THE DH152 PUMP STATION IS PROVIDED NOT BE REVISED OR REUSED BY ANYONE WITHOUT UNIT 26 (1ST FL 2975F): 700 GPD/UNIT X 1 UNIT = 100 GPD THEREFORE THE PEOPLE THAT USE THE MOTEL WITH FACTORY SET PUMP ON AND OFF ELEVATIONS. 70 LOW PRESSURE SYSTEM DESIGN PRESSURE 780 THE WRITTEN AUTHORITY OF JAMES, LASALA & UNIT 27 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD ARE THE SAME PEOPLE THAT USE THE RESTAURANT THERE IS 4" BETWEEN ON AND OFF, AND THERE IS ASSOCIATES, LLP." UNIT 28 (1ST FL 296SF : 100 GPD/UNIT X 1 UNIT = 100 GPD AND THE TRAINING CENTER. THE TOTAL SANITARY 20.68 GAL BETWEEN AND OFF. 65 150 FILL TIME= 20.68 GAL/6.5 GPM=3.18 MINUTES UNIT 29 (1ST FL 197SF): 100 GPD/UNIT X 1 UNIT = 100 GPD FLOW USED FOR THE DESIGN OF THE SEPTIC TANK RUN TIME=20.68 GAL/13 GPM=1.59 MINUTES 140 JAMES° LA AL UNIT 30 (1ST FL 474SF W/KITCHENETTE): 150 GPD/UNIT X 1 UNIT = 150 GPD & LEACHING POOLS CAN COME FROM DIFFERENT SOURCES 60 ASSOCIATES, LLP 55 UNIT 31 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD AT DIFFERENT TIMES OF THE DAY, BUT WILL NOT EXCEED --_ 130 I 11 OVAL DRIVE UNIT 32 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 7,442 GPD. 120 SUITE 129 UNITS 33-35 (1ST FL 198SF): 100 GPD/UNIT X 3 UNIT = 300 GPD UNIT 36 (i ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 50 110 TELEPHONE: 631.592.2660 JOB OBAE-00146 UNIT 37 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD LAUNDRY ROOM FLOW 8 SANITARY PUMP STATION NOTES & SYSTEM CALCIULATIONS U 45 - $, 100 FACSIMILE: 631.232.1536 JOB OBAE-00014 UNIT 38 (1ST FL 290SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 3 WASHING MACHINES EACH ® 3 LOADS PER DAY UNIT 39 (1ST FL 198SF): 100 GPD/UNIT X 1 UNIT = 100 GPD 1,83'd X 1.67'h CYLINDER: V = 4.4 GAL N.T.S 40 90 ° EHASZ GIACALONE UNIT 44 (2NDFL 1028SF W/KITCHIjGPD/UNIT X 1 UNIT = 225 GPD GPD = 3 MACHINES X 3 LOADS X 3 CYCLES 4.4 GAL = 118.8 GPD UNIT 45 (2ND FL 770SF W/KITCHENETTE:)-JM PD/UNIT X 1 UNIT = 225 GPD SAY 120 GPD PUMP 35 80 ARCHITECTS, P.C. UNIT 46 (2ND FL GPD W/KITCHENETTE:) 7M GPD/UNIT X 1 UNIT = 225 STATION In Cx��10c0� E/ONE a 3O 70 431 MI NKLIN STREET 2,325 GPD �1T MODEL ❑ a so = FARMINGDALE, NEW YORK 11735 4 EAST MOTEL b&J "I'll"�,'}�sr"FLOW DETAILED CALCULATIONS °" 152-93 , 0 26 50 TEL:(516�420-8383FAX:(516)420-0195 20 40 o PROJECT N.T.S PUMPSTATION *+ - PUMP 0 15 - 30 SANTORINI BEACH PANELo STATION of RESORT & LIGHT ( E/ONE 10 I203800 DUCK POND ROAD MODEL iRESTAURANT SANITARY SYSTEM DESIGN ryDH 152-93 5 10 CUTCFTOOUE, NEWYORK 11935 160'KITCHEN FLOWS: 125'tl DR9 HDP 0 0RESTAURANT: 110 SEATS x 20 GPD/SEAT=2,200 GPD DRAWING PUMP _6 -1 D STATION 2 TEMPORARY SANITARY FLOWS: E/ONE FLUSHING STANDBY -10 _ -20 S,�INTA�Y D€TAILS � E Cs� RESTAURANT: 110 SEATS x 10 GPD/SEAT=1,100 GPD MODEL CONNECTION (TYP) GENERATOR �F -30 DISPOSAL DESIGN GALGUALTIONS - DH 152-93 15 -40 -20 - _60 DATE vza/og DRAWN BY 365' + - 211 PROJEC�gAE00014 SHEET 70F 9 DRs HDPE -25 - '-`---' -60 SCALE A5-�IOTe>J CHECKED BY H8 1. GREASE TRAP: ; 2,200 GAL REQUIRED CAPACITY I I I I I I I PROVIDE (1) 10'Ox5' LIQUID DEPTH GREASE TRAP 0 2 4 6 8 70 12 14 76 18 PERMANENTdo (2,500 GALLONS) DISCHARGE(0), GPM V �D e gC ' STANDBY �119FE5510ry WING NO. i FORCE MAIN GENERATOR z do IN MANHOLE NOTE: ZONE NUMBER E 30 FT TDH v BRANCH DIVIDER FOR ALL PUMPS n do 5 RESTAURANT SANITARY FLOW DETAILED CALCULATIONS 9 FORCE MAIN KEY MAP T FLUSHING CONNECTION 1 1 PUMP CURVE WITH SYSTEM OPERATING POINTS °9< I' p`' S N-06od RfNW a N.T.S N.T.S N.T.S _ \125 KITCHEN FLOW FROM 3 O F 90, 90* TRAINING / TRAINING CENTER SUFFOLK COUNTY DEPARTMENT,0F HEALTH SERVICES 01/4 PVC SDR 35 F 7/4EXIST MIN. PITCH • 5APPROVED FROM EXISTING RESTAURANT _ REFERENCE NUMBER• • S S y • 5 /RDNPoRCEMEOE 60NI � ca ILJ_L/J/ SEE DRAWING 9 OF ) REVIEWER'S FORSPECIALCOND R'S INITIALS: GT7 y GT2 RESTAURANT GREASE TRAP PLAN / a KITCHEN FLOW TO SMH1 ^" PS-2 B � MANHOLE STEP z TRAINING CENTER GREASE TRAP PLAN MA. INDUSTRIES INC. w KELLY @DIVIDEND DR. U PEACHTREE Cltt, GA. Z U' (OR APPROVED EQUAL) Q z j z r < S.S. OR STEEL REINFORCED w COPOLYMER POLYPROPYLENE j CAST IRON FRAME AND CAST IRON FRAME AND N % COVER TO GRADE (TYP.) o j COVER TO GRADE (TYP.) 3 MANHOLE STEP DETAIL w o a �� N.T.S A B C D N 5' M.H. 6" 6'-0" N4 BARS ® 8" OCEW BOTTOM z w 4' M.H. 5" 4-10" #4 BARS ® 8" OCEW BOTTOM a d - HANG TABS ~ BRING ALL HOUSE TRAP a 4 BRING ALL HOUSE TRAP 16" GA. S.S. BAFFLE RIM EL. u RIM EL. - w / CLEAN OUTS TO GRADE. SEE/ �- ii 50 C1 °- / CLEAN OUTS TO GRADE. SEE,: / 21 85 SHAPE TO FIT,. PLUMBING DRAWINGS. FINISHED GRADE / �� PLUMBING DRAWINGS. / FINISHED GRADE PIPE OPENING J P F PIP is EL. 11.50 i 7� EL. 21.85 FIELD MEASURED � 5/08 2) 8" BELOW z 8" MIN. TRAFFIC ' �� J E EXISTING GRADE 24" BEARING TOP m 24 iv TYP_ iv TYP. ° (SEE " GA. S.S. �. \. . f- 20" f 20" \ 8" TOP SLAB FFLE IN PLACE \ 24„0 12" MIN F 12" 30'-4" PVC SDR 35 C na L 29'-4" PVC SDR 35 coo o 6" ? N 6" FROM GREASE TRAP OUTLET i;_ ® 1/4"/FT. MIN. PITCH w - j 1/8"/FT. MIN. PITCH Z - 1"2 o FROM GREASE TRAP OUTLET w z w mw `J" a� n - FLOW N TO E/ONE PUMP STATION INLETGO > . ads �� FLOW '° TO SMH1 Eoz + ^ LINE INV EL 9.25 0 PUMP STATION. 909 aY LINE GT2 INV IN EL 77.68 ® SMH1 IPE y- ECTION DETAIL w GTi 12" 1 ;, 12" ' D- 4 BARS 90' ANGLE m o a5 (SHAPE TO FIT) # z .. W/ 2" OVERLAP GREASE TRAP: \ 6 BOTTOM O 6" BOTTOM rn 1.#5 REBAR ® 6"O.C. E/W 4 CU YD 1 '-O" 10' DIA. _ o GREASE TRAP DETAILS: w 8' DIA. GREASE TRAP DETAILS: PERIMETER I-CONCRETE 4000 PSI ® 28 DAYS. > 1.CONCRETE 4000 PSI ® 28 DAYS. "� S S BAND TIGHTEN TO OR EQUIV. WWM ® 8" THICK TOP SLAB. CONCRETE 2.REBAR TO BE ASTM A-615 GRADE 60. ? 2-REBAR TO BE ASTM A-615 GRADE 60. / 2-#4 REBAR 0 6-O.C. BALLAST GREASE TRAP w GREASE TRAP w INTERNAL 60 FT. LBS. IN FIELD N 3.WELDED WIRE FABRIC ASTM A-185. 3.WELDED WIRE FABRIC ASTM A-185. STRUCTURE SHALL BE - STRUCTURE SHALL BE DROP ° B/W OR EQUIV. WWM ® BOTTOM MONOLITHIC PRECAST 4.DESIGNED FOR AASHTO H 20. MONOLITHIC PRECAST j 4.DESIGNED FOR AASHTO H-20. a a 3.6X12, 6&8 0 4" THICK SIDES. 5-ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. ? 5-ALL COMPONENTS TO BE HEALTH (DEPARTMENT APPROVED. LIFT HOLES 180' A " TRAINING CENTER GREASE TRAP SECTION EACH SECTIO TAINLESS STEEL PROVIDE S.S. STRAP 2"X " "KOR-N-SEAL" FLEXIBLE f OR CCA) TO LUMBEIR ° v SECTION B-B a SLEEVE OR APPROVED EQUAL 1 RESTAURANT 10 DIA. GREASE TRAP DETAILS 2 TRAINING CENTER 8 DIA. GREASE TRAP DETAILS SCORING DETAIL PIPE CONNECTION DETAIL N.T.S N.T.S 4 MANHOLE BASE SECTION & TOP SLAB MANHOLE WALL a N.T.S 4" DIA. PVC SDR35 FROM TRAINING TAINLESS STEEL 28" ENTER SANITARI' ANCHOR BOLT 9 8 72 /4"DIA. PVC SDR35 6 FORCE MAIN DROP DETAILS 2"'DIA. HOPE SDR9 y 18"\ y FROM TRAINING 7 12109/09 SCDHS NOV Os COMMENTS MG SAN FORCE / �/ CENTER GREASE 6 10.29.09 SCDHS AUG 09 COMMENTS MG MAIN FROM / TRAP N.T.S RESTAURANT y 5 7.10.09 SCDHS 1/16/09COMMENTS MG & MOTELS 4 3/04/09 SCDHS OWR2/27/09 COMMENTS MG A A CONCRETE INVERT FORMED TO AT LEAST THREE-QUARTERS OF 3 3104109 SCDHS OWM 2127/09 COMMENTS MG ^� THE DIAMETER OF THE PIPE FROM 2 11118108 REVISED PER SCDHS COMMENTS MG ST5 COVED MANHOLE TYP A TO DLP1 A 1 ISSUED TO SCDHS MG o bzs REV DATE DESCRIPTION BY T IT IS A VIOLATION OF THE LAW FOR ANY PERSON, os25 30' 3D' TO DLP3 UNLESS ACTING UNDER THE DIRECTION OF A zs __ _ "ADJ" CAST INTO - - -- LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY TOP OF FRAME Cj 30' 30' WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS A _ D100o o,c=s ALTERED, THE ALTERING ARCHITECT/ENGINEER DD�DO�00� FROM TO DLP2 SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND DOo00o0000 00 ST4 THE NOTATION "ALTERED BY" FOLLOWED BY 12 m Do00o00o_DDo_ODoO HIS/HER SIGNATURE AND THE DATE OF SUCH BRONZE LOCKING DEVICE 2 PENETRATING PICK ALTERATION, AND A SPECIFIC DESCRIPTION OF THE TO SEPTIC SANK ST1 WITH KEY WRENCH SUPPLIED SANoSEWER HOLES 180 APART ALTERATION ON THE DRAWING. FINISH GRADE STANDARD M.H_ FRAME & COVER, A FINISH GRADE STANDARD M.H. FRAME & COVER, "THE PLANS AND SPECIFICATIONS HEREIN ARE EL 21.4 TYPE "F" ADJUSTABLE CASTING \ \y� EL 18.50 TYPE "F" ADJUSTABLE CASTING INTENDED FOR THE SUBJECT PROJECT ONLY AS A 1-1/2" LETTER #4 BARS ® 8" i i i i T� ` ` ` ` < RESULT E CONTRACTUAL NEGOTIATIONS BETWEEN �� #4 BARS ® 8" ge i i �i i O.C.E.W. BOTTOM-, �i/�Tli:T ! "� ` ` THE OWNER AND JAMES, LASALA & ASSOCIATES, `Vnt' O.C.E.W. BOTTOMSi:. LLP. THESE PLANS AND SPECIFICATIONS WILL BE HALF INVERTED THE SUBJECT OF A COPYRIGHT PETITION AND MAY `. ' ADJUST TO GRADE WITH N.J. SHALE COVER PLAN ,t ADJUST TO GRADE WITH N.J. SHALE NOT BE REVISED OR REUSED BY ANYONE WITHOUT " RED BRICK & MORTAR (MIN. OF TWO " RED BRICK & MORTAR (MIN. OF TWO THE WRITTEN AUTHORITY OF JAMES, LASALA & .L 1%P" .w COURSES & MAX. OF 15"1 El" 1%�e" COURSES & MAX. OF 15"1 ASSOCIATES, LLP.- COVER COURSES STD. M.H. STEPS MANUFACTURER AND DATE CAST IN covLe S.C.D.P.W. STD. M.H. STEPS MANUF. IDENTIFCATION UNDERSIDE OF COVER MANUF. IDENTIFCATION S S OR STEEL REINFORCED)) COP OR STEEL REINFORCED CAST IN WALL- COPOLYMER REOINFORCEEMENT CAST IN WALL JAMES LASALA & L CIRCOUMFERE TIAL REIINFORCERAENT ASSOCIATES LLP 1(T D.C. 7/a" SQ. IN./FT. OF HEIGHT L1J 1(T O.C. 7/a" SQ- -Y4"0. OF HEIGHT � CTYPJ Sb" IN B YL SELF MANHOLE COVER PLAN (TYP) /SE IN OR Ti'i"4r SELF 11 OVAL DRIVE SEALING BUTYL RUBBER N.Ts SEALING BUTYL RUBBER SUITE 129 NOTES: 27q„ NOTES: L 11749 1. ALL MANHOLES SECTIONS SHALL CONFORM PENETRATING PICK HOLE _374 1. ALL MANHOLES SECTIONS SHALL CONFORM TELEPHONE: NE:: 631.592.2660 JOB � 08AE-00146 TO A.S.T.M. C-478, LATEST REVISION STANDARD TO A.S.T.M. C-478, LATEST REVISION STANDARD FACSIMILE: 631.232.1536 JOB 08AE-00014 SPECIFICATIONS FOR PRECAST REINFORCED - SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. CONCRETE M.H. SECTIONS. 2. MANHOLE RISER SECTION TO BE FURNISHED - 4" E UR 1 2. MANHOLE RISER SECTION TO BE FURNISHED EHASZ GIACALONE IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. 27_1 2" IN 1UF_ OR 4' HEIGHTS AS REQUIRED. 3. MANUF. TO CERTIFY THAT MANHOLES DESVIECS. EXTENSION RING 3. MANF. TO CERTIFY THAT MANHOLES DELIVERED ARCHITECTS P.C. MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 7-1 4" .�; 4, MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 4 4. LOADING TO CONFORM T AASHTO H-20 LOADING 26" 4. LOADING TO CONFORM T AASHTO H-20 LOADING 431 CONKLIN STREET 4" DIA. PVC SDR35 5. REBAR TO CONFORM TO ASTM A-615-60 " 5. REBAR TO CONFORM TO ASTM A-615-60 FROM TRAINING CENTE Fs=60,000PSI 25-3 4" 5„ Fs=60,000P61 FARMINGDALE, NEW YORK 11735 5 GREASE TRAP 6. WELDED WIRE MESH TO CONFORM TO A.S.r.M. 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. TEL:(516)420-8383 FAX:(516)420-0195 A185 Fs=65,000P51 A185 Fs=65,000PSI 2" DIA HDPE DR9 FORCE MAIN INV. EL. 17.68 7, CONCRETE TO BE 4000P51 ® 28 DAYS 7. CONCRETE TO BE 4000PSI ® 28 DAYS PROJECT FROM RESTAURANT & MOTELS 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & NI \ _ 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & SANTORINI BEACH 42" COVER DEPTH BOTTOM STEEL. \ a ro BOTTOM STEEL. I 3'-W BASE \ A #2 STEEL HOOP AROUND OPENING (TYP.) 3 -�° BASE Cr RESORT SECTION SECTION PVC JUINTS � I A #2 STEEL HOOP AROUND OPENING (TYP.) 2'(TYP,) -� 24" _� - 2'(TYPJ FFF (TYP-)FLEXIBLE JOINT TYP. 3800 DUCK POND ROAD 3 40 \"KOR-N-SEAL" FLEXIBLE SLEEVE 5-1/8 25-3 4" ONE (1) 4" DIA_ PVC SDR35 CT TCHOGL]E, NEW YORK 11935 OR APPROVED EQUAL (TYP.) 36" -- TWO (2) 4" DIA. PVC SDR35 0" "KOR-N-SEAL" FLEXIBLE SLEEVE TO DLPi 8" (SEE DETAIL) INV. EL. 16.20 OR DETAILED EQUAL (TYP.) DRAWING COVER MONOLITHIC BASE SLAB 1 y2' MANHOLE COVER SECTION A-A FROM ST4 & ST5 ( ) LovcR MONOLITHIC BASE SLAB Nrs. / REINFORCEMENT #4 BARS INV. EL. 16.03 INV. EL. 15.93 REINFORCEMENT #4 BARS INV EL 17.49 / 8" O.C.E.W. TOP MATERIAL GRAY CAST IRON PER ASTM A-48 (LATEST REVISION CLASS 30 8" O.C.E.W. TOP JJ FROM ST4 & ST5 TO DLP1 4" DIA. PVC SDR35 SEE SCORING DETAIL CAMBELL FOUNDRY CO. HARRISON, N.J. 07029 (OR EQUAL) SEE SCORING DETAIL FROM TRAINING CENTER INV EL 17.39 PATTERN NO. 17341010 SECTION A-A DATE 112810b DRAWN BY SANITARY SECTION A-A 4" DIA. PVC SDR35 TO SEPTIC TANK ST7 5 4' DIAMETER SANTARY SEWER MANHOLE-SMH1 7 ADJUSTABLE MANHOLE CASTING DETAIL 8 4' DIAMETER SANTARY DISTRIBUTION MANHOLE- DB1 SCALE As-NOTED cHECKeDBY HD. N.T.S PROJECTBAE 00014 SHEET 8 OF 9 N.T.S N.T.S DRAWING NO. t=W r 14 =�J t SAN-07 9�, ryn q3�"' i o w f Op NEW YCg � LOCKING CAST IRON SEE STRUCTURE SCHEDULE LOCATED ON DETAIL 6/C-08 (2) 4'-8"0 PVC SDR35 COVER TO GRADE (TYP) AND ALSO LOCATED ON SITE PLAN, C-02 RIM EL. DLP1 18.58 FOR ALL RIM, INVERT & BOTTOM ELEVATIONS CROSSOVER PIPES 20" RIM EL. DLP2 & DLP3 1925 O.C. WITH CENTERLINE DLP1 TO LP1-12'18" BELOW THE LIQUID SANITARY LEACHING POOL DETAILS 1.CONCRETE 4000 PSI ® 28 DAYS. LEVEL. INV. EL'S 14.42. NOTE: 2-REBAR TO BE ASTM A-615 GRADE 60- DLP2 THRU DLP5:8' TO LP2, 3, 5, 8, 9, 12, 13, 16 3-WELDED WIRE FABRIC ASTM A-185. ALL MATERIALS USED IN THE CONSTRUCTION OF 17' TO LP4, 7, 10, 15 24" HEAVY DUTY CAST THIS SEWAGE DISPOSAL SYSTEM SHALL CONFORM 19' TO LP1, 6, 11, 14 4-DESIGNED FOR AASHTO H-20. IRON FRAME & COVER TO ALL S.C.D.H.S. SPECIFICATIONS AND REQUIREMENTS 5-ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. MH RIM EL. 21.40 WITH "GASTIGHT" GASKET ALL COVERS TO BE LACKING CAST IRON COVERS. STANDARD (TYP.) OUTLET DROP T ON ALL DISTRIBUTION I FINISH D DISTRIBUTION LEACHING POOLS (3" BELOW INLET) GRADE MH RIM EL 18-50 RIM EL. 19.30-\ RIM EL. 19.30 PRECAST CONCRETE -\ i RISER IYP. LAPPED OR PLUGGED Z X Z X Z X RNISHED SUFFOIA COUNTY TYPE -F' 22 ADJUSTABLE CASTING TO GRADE CO FORCE MAIN O 24 24 - ITS 24 24' 24 24 PRECAST x� PRECAST j��j�\ cR"°E�`, COVER DEPTH - _ 1` e' CONC. - CONCRETE /\/\ _ 1 r CONCRETE � \�� O N 20" _ N 20" rf N 20" i TOP 3T TO DLP1 -N -N RISER ) -N ( /f/V/ti III- �°INV EL 17.73 _ (TYP) RISER TYP Amusr rD GRADE WITH N.J GHALE BOTTOM EL (TYP) t 6" 6" 1 6" a 8' TO DLP2 ED BRICK a MORTAR MIN. OF TWO 1 m SHALLOW g' TO DLP4 %\�/% I� CED . k MA](. OF 157 4" PVC SDR DOME (TYP) 8' TO DLP5 \//N rn 35 rc i I(1 a n m n b ,°a FT MIN PIT oo❑❑❑®® _ �'/� _.. . _ ',�6 LAYER OF STONE 4" DIA. PVC SDR35 �- T T T °i " "T CH m} 4' PVC SDR 35 10D��®® m 4" PVC SDR 35 / ODD00®® \a� d Tns ao am. ou a ` o - o '00000® L / 'D00�0® -�FROM TRAINING CENTER ,.� �� 6" 6 °°. 6" N � 00000® 1 6• FT MIN IT 0000�® 1/8" FT MIN PITH MIN. `-1\1 C 00000® SANITARY n WE 6 BOTT77 M M u00❑ 000❑ �' / BUD❑ COLLAR i/J\ xx VMINTAIN MIN. 6' SEPARATOR45 BEND INV. EL. 17.49 y� Itl 10Q DIA. 10' DIA. 10' DIA. w \J °; �, ROD �� ON❑ \f � 00❑ \r (1YP.J %p Q BETWEEN BRICNWOflK AND STflUCTURE J - > o] w N �MMM� ON ,Rc Iu) .lu- VI\ INV EL 17.68 w o Z 3000 GAL SEPTIC TANK 3000 GAL. SEPTIC TANK 3000 GAL. SEPTIC TANK :ram Nj / S N� - (MIN- CLASS 150 PIPE) 4" DIA. PVC SDR35 to m® STRUCTURE SHALL BE STRUCTURE SHALL BE STRUCTURE SHALL BE Z > _jp. L r N��N M� eY ,.j In p > MONOLTHIC PRECAST MONOLITHIC PRECAST MONOLITHIC PRECAST - ® z wJ LEACHING a LEACHING � - LEACHING p\ N FROM TRAINING CENTER I- ? _7 SECTIONS-,,� p JJJJ D SECTIONS- Ni LD SECTIONS- / > 45' BEND GREASE TRAP GT2 Zp w wwww w w ��'2�av jw 00 µD MELHAMCD PER PUNS- O > »» JOINT FITTING (O LP.) z 10' DIAI° w zzzz z 10' DIA z 10 DIAI 5\ 0. 0_d LLd N /A; N IW�WtpW i > !n SMH1 SEPTIC TANK 1 SEPTIC TANK 2 SEPTIC TANK 4 DISTRIBUTION BOX DB1 JJJJ a a > >E> y J'Z dzaZ i\\\/\ \ / -WITH BRANCH RA HCAHNIcaL aawT ' 2' MIN. TYP. o GO ,/� \ .% FITTINGS (D.I.P.) SEPTIC TANK 3 SEPTIC TANK 5 (TYP.) N J ' IN V PENETRATION .) PLAN\ HIGH SEASONAL GROUNDWATER OF SAND AND GRAVEL (TYP - \ SEPTIC TANK DETAILS: FLOW PIPE GFLE BACKFILL TO BE CLEAN FROM PER PLANS TO HEARER 1.CONCRETE 4000 PSI ® 28 DAYS. (� B. 2-REBAR TO BE ASTM A-615 GRADE 60- SAND AND GRAVEL (TYP.) BLOC. _ 3-WELDED WIRE FABRIC ASTM A-185- 4. TO FOR AA. H-2 DISTRIBUTION DISTRIBUTION LEACHING POOLS S.ALL ALL COMPONENTS TO BE HEALTH DEPARTMENT APPROVED. 6.OUTLET FLOW MUST BE SPLIT USING A MINIMUM 4' DIA. LEACHING POOL DLP1 LEACHING POOLS LP1 THRU LP16 PER PLWS- MANHOLE. DLP2 THRU DLP5 FROM aU,LDINr ANGLE VARIABLE (P. SIZE) 1 SANITARY PROFILE-SMH1 TO LEACHING POOLS 7 SAN & STORM HOUSE CONNECTION DETAIL 3/4• GRAVELLAUNIIER°�wYE- N.T.S N.T.S SECTION 3" MIN, 6" MAX. EXISTING GRADE ® SAN & STORM HEADER CONNECTION DETAIL N.T.S of � � 4" DIA. PVC SDR35 RIM TO BOTTOLIO' MAX. SUFFOLK COUNTY DEPARTMENTOF HEALTH SERVICES ST3 OUTLET TO �IOP OF TRENCH TOP OF TRENCH REVISED 07/04 DISTRIBUTION 7" � APPROVED MANHOLE EXISTING GRADE LOWER G D FOR REFERENCE NUMBER: C ) 0 - Y] S - r70 SHOOING DPoVEN AND PULLED RLVISED 0) 04 12" (STEEL MID DEPTH) ATER ALS & JOINTS EQUIVALENT TO R / grE DRAWING# 1 OF�FOR SPECIAL CONDITIONS a x D.D. •A• •A• -0.0. •A• WATER MAIN STANDARDS OF CONSTRUCTION( ) DISTRIBUTION ° TRENCH AND PRESSURE TESTED TO ASSURE WATER FIVE 5 MANHOLE, D81 - 1 ° mM+cx �" TIGHTNESS PRIOR TO BACKFILLING 10' DIA. u, =i ip DEPTH ° DEPTH SEPTIC' ST5 j. ..,�" I ,urG'F ITT-ITF_ !" PIPE ° °�swD AND RBE .2EVIEWEICS INITIALS: TANKS EMBEDMENT , O ° G�IR�uux" ° O EUBEDUENr 10'-0" 10'-0" LD- \ ° LD.- NEW 6" STABILIZED SOIL BASE, °• b cuss MATETaA1 °_ ° HAND COMPACTED o 7RENCH°MmH a .° p ONE (1) COMPACTED NYSDOT n+ENCH rRmx NOTE: 4" DIA. ST1 DB1 4" DIA. PVC SDR35 TYPE 1011, OR APPROVED EQUAL -cuss II OR III ,MTEPoAL HAND SHAPED BOTTOM CONCRETE PAD TO BE COMPACTED IN MAY 6' T/2 O.D. NIN PVC SDR35 0 OUTLET TO VERIFIED FOR COMPACTED SUBGRADE T YER To Ms s DENS". =MIN. 9 INLET DISTRIBUTION I' ' T-0°) 8 LOCATION AND SIZE IN FIELD ALTERNATE "A" ALTERNATE "B"FROM LEACHING POOL DLP7 WITH ENGINEER PRIOR SEWER FOUNDATION IN GRANULAR SOILS MAIN OR 7 12/09/09 SCDHS NOV 09 COMMENTS MG SMH1 TO INSTALLATION. NEW 6" FLAT CONCRETE SLAB ALL TRENCH DEPTHS BUILDING CONNECTION 6 1D.29.09 SCDHSAUG09COMMENTS MG BROOM FINISH 4000 PSI 0 28 DAYS TOP OF TRENCH ST4 W/6X6-W6.6XW70.10 WWM, MIN. 5 7.10.09 SCDHS 1I16I09COMMENTS MG LOWER LLMDRR FEN 18" sNEEDNC N 4 CONCRETE PAD DETAIL FOR SEPTIC TANKS ""° P°"`° ° ALTEIINATE •B'-CIA55 I YAlER41 4 3/04109 SCDHS OWR 2/27/09 COMMENTS MG-'F�-O.D. A' HAND EOMPA ED NOT TO SCALE OR 3 3/04/09 SCDHS OWM2127109COMMENTS MG �. MAER& •A--CTED II tli III I.D A• MAII 2 11I16/OB MG EDGE m iPENCH ° IN. MATERUL �MPACIFD IN MA% 8" 4Y TO 38'r 12' ST2 / DESINAD PROCTOR TEST (AASJI.O. SAND AND / SIM ro RO s RTTEST m THE 42•r To o.•r Ts- i C-0" 10'-0" REVISED PER SCDHS COMMENTS GMNUVA CESIGM1nOx T-°°) !6•0 TO 144-0 24• 1 - ISSUED TO SCDHS MG TWO (2) 8" DIA. PVC sale° ° °� I.D. CASS HXNDND WNP�D SDR35 CROSSOVER ?EVIDATEI DESCRIPTION BY PIPES (TYP) ° NOMIN& a' THICK x 12• NOTE: WIDE LUMBER PANKG cCw NOTE: ALL DRAWINGS NOT r TR M Da RETENROn HORIZONTAL SEPARATION BETWEEN SEWER IT IS A VIOLATION OF THE LAW FOR ANY PERSON, PLACED PERPENDICUTAR TO TO SCALE AND WATER LINES MUST BE SO' MINIMUM UNLESS ACTING UNDER THE DIRECTION OF A SEPTIC DANK DETAILS: TRENCH°RnmH --� ° D OF TRENCK AND Camxu°Us LICENSED ARCHITECT/ENGINEER, TO ALTER IN ANY .ALONG CENTEMUNE CAST SEPTIC TANKS SHALL EI CONSTRUCTED THICK ON A COMMON SEWER FOUNDATION IN ORGANIC SOILS DEPARTMENT OF PUBLIC WORKS WAY ANY ITEM ON THESE DRAWINGS. IF AN ITEM CAST IN PLACE 4000 PSI REINFORCED 6" THICK CONCRETE SUFFOLK COUNTY,NEW YORK BEARING THE SEAL OF AN ARCHITECT/ENGINEER IS p REINFORCED SLAB. SEWER FOUNDATIONS CONCRETE 2.EACH COMPARTMENT SHALL BE CONSTRUCTED OF ALTERED, THE ALTERING ARCHITECT/ENGINEER SLAB REINFORCED PRECAST CONCRETE SOLID RINGS, SOLID DOMES SHALL AFFIX TO HIS/HER ITEM THEIR SEAL AND OR TOP SLABS. THE NOTATION "ALTERED BY" FOLLOWED BY 2 FIVE 5 UNIT SEPTIC TANK TOP SLABS OR IN ECENTERPLACEDFOREDOMEEOVR TOPS. OUTLET FOR 5 TRENCHING DETAILS HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE 9 WATER/SEWER CROSSING DETAILS N.T.S N.T.S N.T.S ALTERATION ON THE DRAWING. 1. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED CONTINUE "THE PLANS AND SPECIFICATIONS HEREIN ARE EXCAVATION DOWN TO GOOD MATERIAL AND TO A DEPTH OF INTENDED FOR THE SUBJECT PROJECT ONLY AS A HEIGHT 3' INTO THIS STRATUM. THE EXCAVATION IS TO BE RESULT OF CONTRACTUAL NEGOTIATIONS BETWEEN BACKFILLED WITH CLEAN SAND AND GRAVEL TO THE SANITARY STRUCTURE SCHEDULE ABOVE THE OWNER AND JAMES, LASALA & ASSOCIATES, 10' DIA. GROUNDWATER ELEVATION OF THE PROPOSED BOTTOM OF THE LEACHING LLP. THESE PLANS AND SPECIFICATIONS WILL BE O LP STRUCTURE No. RIM EL INV EL IN INV EL OUT BOTTOM EL EFFIECTIVE DEPTH POOL. ALL BACKFILL MUST BE CLEAN ACCEPTABLE THE SUBJECT OF A COPYRIGHT PETITION AND MAY GT1 11 .50 1 7.50 1 7.00 2.00 1 - - MATERIAL PLACED UNDER THE SUPERVISION OF THE NOT BE REVISED OR REUSED BY ANYONE WITHOUT 10' DIA. GT2 21 .85 1 18.47 17.97 12.97 ENGINEER. THE WRITTEN AUTHORITY OF JAMES, LASALA & O O LP 7.68 .49 - - 2- CONCRETE: 4000PSI O 28 DAYS, WWF A82 & A185 ASSOCIATES, LLP." 19.30 16.59 XOVRST3,ST2 9.59 - - REBAR: ASTM A165, GRADE 40 3. DRAIN PIPE TO BE AS CALLED FOR ON THE PLANS. 24" DIA. CAST IRON COVER O 10' DIA. 10' plq O _ XOVR ST4 _ _ PROVIDE 2' MIN. COVER OVER PIPE. FLOCKHART #68318 LP LP 19.30 XOVR STS 4. PROVIDE SOLID RINGS AS REQUIRED TO BRING THE TYPE 6840 OR EQUAL JAMES' LASALA STA 19.30 - 16.09 9.59 - - FRAMES AND COVERS TO GRADE. / ASSOCIATES, LLP 15.09 / GRADE 11 OVAL DRIVE 10' DIA. 10 DIA. _ _ _ f LP LP 18.50 16.03 15.93 15.93 - - SUITE 129 FIR Pl 18.40 15.55 15.30 7.30 8.00 4.14 8" REINFORCED CONC. ISLANDIA, NY 11749 10()DIA- 10 DIA DI P9 18.25 15.20 14.95 6.95 8.00 3.79 TOP SLAB (PRECAST) 1'-0" MIN. TELEPHONE: 631.592.2660 JOB OBAE-00146 LP LP O IN 18.10 14.76 - 6.76 8.00 3.60 2'-0" MAX. FACSIMILE: 631.232.1536 JOB 08AE-00014 ADJUST WITH PRECAST 10' DIA. 18.40 14.87 - 6.87 8.00 3.71 CONCR E COLLAR VALVE AT LP 18.25 14.87 - 6. 00 3.71 ° N� EAGH 10' DIA _ EHASZ GIACALONE ET �_ CLUSTER LP 18.10 6.78 8.00 3.62 18.50 15.20 14.95 6.95 8.00 3.79 ARCHITECTS, P.C. LP5 18.50 14.87 - 6-87 8.00 3.71 c 1.Oy REINFORCED 431 CONKLIN STREET 6.78 8.00 3.62 CONCRETE FARMINGDALE, NEW YORK 11735 DLP DIA LP6 1 4.76 - MIN.�� PRECAST ^„ INLET D61 LP7 19.00 __• 14.78 - 6.78 8.00 3.62 O LP8 18.90 14.87 - 6.87 8.00 3.71 SOLID RING TEL:(516)420-8383 FAX:(516)420-0195 10' DIA. DLP4 15.20 14.95 - PROJECT LP LPs 18.80 14.78 - 6.78 8.00 3.62 SANTORINI BEACH LP10 18.90 14.78 6.78 8.00 3.62 I 10' DIA. O10' DIA. 10 DIA. 14.76 - 6.76 8.00 3.60 LP D CLIP LP12 18.60 14.87 - 6.96 8.00 3.80 CLEAN SAND & w RESORT 18.50 15.20 14.95 6.95 8.00 3.79 GRAVEL COLLAR_ EJ 3800 DUCK POND ROAD OLP13 18.75 14.87 - 6.87 8.00 3.71 0 0 CUTCHOGUE, NEW YORK 11935 18.55 14.78 - 6.78 8.00 3.62 0 0 ppp o O 10' DIA. LP16 18.25 14.87 - 6.87 8.00 3.71 0 0 REINFORCED DRAWING 10' DIA. LP L PRECAST Q LP CONCRETE cJ- AEI ,-� Y -� � 10' DIA. � LEACHING RING o LT 0 0 o O 10' DIA. LP DBI=DISTRIBUTION BOX LT 0 0 o v LP LP=LEACHING POOL SEE SOIL BORING B-4 ON DWG C-06. THE DEPTH TO GROUNDWATER A B-4 IS 16.3 FT. 1 DIA. DLP=DISTRIBUTION LEACHING POOL THE GROUND SURFACE ELEVATION 0 B-4 IS 19.15 FT. 11 -4 DATE 7/25/05 DRAWN BY = LP THE HIGHEST EXPECTED GROUNDWATER ELEVATION IS ESTIMATED BY REFERENCING 3'-0" MIN. ? R Are" 10' DIA. MAINTAIN EQUAL DISTRIBUTION OF POOLS IN EACH CLUSTER. MONITORING WELL No. S32390.1 WHERE THE HIGHEST/MOST RECENT GROUNDWATER = 7.5/6.56 = 1.11. LP MAINTAIN 8' BETWEEN ALL LEACHING STRUCTURES. HIGHEST EXPECTED GROUNDWATER ELEVATION IS 2.85 X 1.11 = 3.16 GROUND WATER�j SCALE AS-NOTED CHECKED BY H6 a 21 SANITARY LEACHING POOLS ARE REQUIRED. PROJECT SHEET 9OF 9 SEE SANITARY CALCULATIONS ON THE DETAIL SHEETS- DRAWING OOola �aurp;.�/o4 DRAWING NO. 3 TYPICAL MULTIPLE 16-21 POOL SANITARY LEACHING POOL ARRANGEMENT 6 SANITARY STRUCTURE SCHEDULE t'lTN STORMWATER LEACHING POOL DETAIL v. b,T,tse N.T.S N.T.S NOT TO SCALEEl f0, SAN-08 EDUCATIONAL AND CULTURAL PROPERTY HOLDINGS INC . MEETING HOUSE 3800 DUCK POND ROAD E c r ° JUN 4 2010 D CUTCHOGUE NEW YORK 1193 5 BLDG DEPT. w tOwN aF sauTHDIB \ LETTER USED FOR BUILDING SECTIONS OR COLUMN eFF same FINCH FLOOR =F FwuPm FLOOR F1 T PAVEMENT ELEVATIONS e�5EOTION5 OR FOR ELEVATIONS NUMBERING VERTICAL GRID IS ALPHABETICAL `� \ \ \ Am AcoasnO LauNG PILE -, E_ P- PRL�sIaITRFATrO e F READING FROM LEFT TO ,RI6HT AREA OF WORK AREA OF WORK \I \ .,\ \ AL Ale ccvDl-IDNrv6 =LR OOR OF DAIRr-LF A_ I ° Ar -Psc FIREPRPVFINO CLosIrv6 DRAWING NUMBER WHERE a ALUnrvav _,RE FIR EEROOEIu6 R R'EFR SECTION OR ELEVATION APPEARS =e FIRE REFIIETIVE RA RETU3N AIR \\ f 6U F OCK =s FULL EIEE RID RADIATOR d LOCATION OF OUT < GRID CENTERLINE \ \ BRK 'BILK -TO FOOTY6 RD 3 O_DRAIN aulLr UP ROc v6 RErR eEFRICERArOR MpPoyg'ST - 'Ha n�e°°m poyd;y IIII s a�2�po tr" \, --- aM FRAY 6- 6LAs5 RE 6 1e65TEre HORIZONTAL GRID S NUMERICAL READING Is°Dn 1 c ccuREes 6e GRADE RESL REILIENT FROM TOP TO BOTTOM OF SHEET / lip IIII ./� F�.,t \ -� cE cATLi 6Asul GiL GRILLE Al RO.^M Yd , II IIII IIII III 'I <N a OAST IAON 6rP BD C-,DjM=_OIND NO eca6N OPBN NG 0E-- NUMBER USED FOR DETAIL S GRID CENTERLINE l/M,- c= c�sTN>n-6o,R D NM OLWA'FiN sA E,PPLI A-E DETAIL AI GRID LINES READ "COLUMN 83 y 'ii ,�- E NOR RIP e DRAWING NUMBER WHERE THE INTERSECTION OF THE HORIZONTAL 1 N c LERAHIC T-E PT E161 POINT EC EOIJD coal DETAIL APPEARS LO LLeAN OUT ivAL 4FATINe VFNr 1 AIR 5F ATANIFFE I Y COVENT 111011'ONIrv6 55K EON,ICE 5IND OENTERLINE5, FLOOR LINES IN EXTERIOR OF cLOser -NERL RIC jA Esr srAwLEs s=_EL ELEVATION,PROJECTED LINES O• : III /'� --�� cL2 OE rv6 '6 ED 5iD sTANOARD DETAIL LOL ALUM, 'TOR 51RAAF ENLARGEMENT NUMBER OF DETAIL PROPERN LINES: EOUNDRY LINES, �N LONE 'INLRETE INC,, wWLATIaN 'FOR s7m a ,!Ea �yrt7i - SECTION OUT LINES OUTLINE OF LINSrR OPN7 N16UEOn Ei ETREEi e" ,d ySn ,I ICI_ \ L} tour tour VLnus .la O,NcnON LLOx r TREw '4' DRAWING NUMBER WHERE EQUIPMENT BY OTHERS IONV CONVECTOR .Ic LANITDare 0.OEET LIE TOP AND eO-ran DETAIL APPEARS d5. Lr .DINT EL TELEPHONE ITEMS ABOVE OR BEHIND J \ EA DOUBLE ALriNs EL TOP OF=-Aa u' Dr DRINKING FOUNTAN -PT Lon'POINT F TOP Or FEEL E AREA BEIN6 ENLARGED DEFINED BY (DESCRIBED BY NOTE) s g. 3i I' 4e .( \ �\ oR DOUBLE wrv6 _Av LAVATORY c TOP Dr c6NCRETE O DASHED LINE DP DOOR OPENING -OR LEADER ER TERRAnO .� '0 - \ `l \ DIN DIVENSIcus w TOP OF WALL ROOM NUMBER (5EE FINISH 5CHEDJ ` .Cu15110Q40 SfkdlOn /� GNCKazuo \_ PN DOWN MA: MASONRY IF TYTEI4L r3` /' P� CH \ CIA DwnerOR Mc MEDIaNE 6ARN T DETAIL ELEVATION : ,v \ Yc MA,aner OPEMNs UR URINAL NUMB ER IF DETAIL,LETTER O \ EA EALN nE MARBLESADDLE UNPIN THE N6HED AND/0�2 SECTION IF ELEVATION OR SECTION O DOOR NUMBER(5EE DOOR SCHED)4.a2� %^ i FHc ELLITRIIC HATER cmL_R MFG MANU=ALILRINC OR LIN UNLEss OTNERNIEE IDENTIFICATION 9g L,�dn' wL^ EL ELEVATION HAUNT NOTED 1 N FLAN FLFL ELFLOeU NIL NOTT 5CAL T `IC UINYL6Y -nR FIELD FLOOR PL/ \ V ENL CIKLO`URE Nis NOT TO ELALE !Li !IN'YLLOM�LEITIOY TILE Fjr� HOT HE LEJALLYC=ACED REVISION NUMBER II E%P J EXPAK51OK ONT OL ON IFN71 AV VINYL WALL LOIERINO SCALE 1/4 - '-0" FY/ , 25 ILONET 'tVstE -1 we WAreRLA55 FA FR HAIR INTAIE ENT PAINT NO WIRE 6L,AE5 FLOOR DRAN FR PAR HI HROLe-I-r IRON INTERIOR WINDOW TYPE (SEE WINDOW SCHED.) (, s New,SN!(°!k?Nc - .I Foe rO,4I PTk PAR-TDB K� FOOD ELEVATIONS 6 DRAWING NUMBER WHERE B NeW surrnle Axe ELEVATIONS APPEAR O pa 1 �4ew I N � I =xr FRE ExrrvGnENER a Flar-- -D YARD DRAIN J a RawM eau 11Nq.�;'' 4a �'n` ,n N G"'�3 ^amo7HA°rc'c 0zom�r�.w�c°w I�d ! ✓AUtucR N 1 ,:n,=_awNnvieal � r, LEVAT ON NUMBERS < I � PARTITION TYPE SEE WALL ttPES) AREA M1AF LOCATION MAP KEY PLAN A E35RE\/I ANTI ONS REEERENGE 5YMB0L5 BUILDING CODE REVIEW SUMMARY BUILDING DESCRIPTION DRAW I NCc LIST TRAINING CENTER '/ /� •e �e p�� TG-TI TITLE SHEET 1)GENRRAI.PROI ECT DATA: -�/GJF� 71111STORY NON-COMBU51'113LI�: RUILDIN(.i 7Y �N7 NmD TG-E61 EGRESS PLANS (OCCUPANCYCLASSIF'ICAI'ION.A�. THI BIIILDM(1 .^.// �r 517E PRO.IL'CT NAME;: SANTOIZINI TRAINING CENTER f�S 'H.(3L'� �� SHALLUAVE A140,LNFPA I3AUT'OMAIC .//1167/0 {57p$-1 C-00 COVER 5HEET APPLIC'AKE CODES: BUILDING; CODE OFNEW YORK STATE,2007 .S'F'RINKLIiR SYS-I'LM'rLIItUlA71IOUs 17I1IFIRS1, DA� B'P'III G-OI EXISTING CONDITIONS ICCIANSI A117.1 - 2003 HDOR CONfAINSA DATA ROOM,GAML ROOM, 77(�,R7i 0-02 ALIGNMENT d SCHEDULING SITE PLAN ENERGY CONSERVATION CONSIRUC"I'ION CODE OF BREAK-On'r BOOM,01q'ICI:,HA7'IiROVMS ANU FEE:. Y C-OS PROPOSED GRADING SITE PLAN NOTIFY BUILDING DEPAR AT G-03A RETAINING WALL DETAILS NEW YORK STAFF,2007 MISCELLANEOUS I I I 'SEC ND RAGE AND ELECTRICAL A M I. 765.1802 8 AM TO 4 PM OR THE G-04 PROPOSED SANITARY F STORMWATER DRAINAGE ROOMS. 1 ROOM SECOND WI Fit FLNEX CUNPAINS A M111.:17 FOLLOWING INSPECTIONS: PLAN 517E PLAN PI IRPOSP Rf IOM WI FAK. UTITI I(1RUHCK. G-05 4 51F MOTEL t RERAINAG PROPOSED SANITARY '_)('I NERAT II[11LDIN(T DATA: MHCiT1NG ROOM,F3RIiAK-UU'I'RGUMS.BA rxkGUIMS 1 FOR POURED CONCRETE EAST MMw�TT=R ININ5 DRAINAGE PLAN _ AND STORAGE ROOM. 1111,'1111RD FLOOR FOR POURED CONCRETE G-Ob EAST MOTEL, TRAINING CENTER AND CABANA BUILDING;USEGROUP CLASSIFICATION! ASSEMBLY GROUP A-3 (303) C"ON'I'AINti BATHROOMS. STORAGE ROOM AND 2. ROUGH-FRAMING,PLUMBING, SANITARY d S4 NOTES DRAINAGE PLAN FIRE SUPPRESSION SYSTF,M REQUIRED: YES (9032.1.7) CORRIDORLEADING TO AN EXTERIOR DECK, STRAPPING,ELECTRICAL&CAULKING G-OT SITE DETAILSd NOTES FIRE SI!PPRFSSION SYS'PEM PROVIDED: YES, NFPA 13 (9033 4 DETAILS .1,1) 3. INSULATION G-o8 EROSION d SEDIMENT CONTROL PLAN PROPOSED TYPEOF CONSTRUC'HON: TYPE2b (6022). MIR VIN[; AJ97A (GROSS S.II 4. FINAL-CONSTRUCTION&ELECTRICAL DETAILS G-Oq SITE LIGHTING PLAN MUST BE COMPLETE FOR C.O. (i vl P I/l11R) 7,892"S ALL CONSTRUCTION SHALL MEETTHE SANm�A RY +)BL111.,D1NG AREA'TA}3UL.A1'ION: (end 11,0 ,R) 6,440 s.r' REQUIREMENTS OF THE CODES OF NEW 5AN-02e WATER SERVICE rIxoFILEs lard FI NUR) I.I6N s.t. DESIGN STATE. NOT RESPONSIBLE IBIS FOR 5AN-02G PROP05ED SANITARY SERVICE PROFILE A) ALLOWARLE'PABULA'I ION AREA (FARLP,503&506.1): 100°/n OESIGN OR CONSTRUCTION ERRORS. 5AN-Or, SANITARY DETAILS B)°.6 fNC'REAST'.FOR OPEN PERIMETER (506.2): 75u!° TOTAL 15.500 SQ.FL 5AN-06 SANITARY DETAILS 4 SEWAGE DISPOSAL DESIGN CALCULATION TARP ION 5AN-OT SANITARY DETAILS C) INCREASF,FOR COMPLETE FIRE 5AN-08 SANITARY DETAILS SUPPRESSION SYSTEM 006.3)(903,3.1.1): 200% I)) TOTAL% FACTOR: 375 I3U H AINV INNULA I-ION V AI,I FES ARCH I TEGTURAL i C1L;,iry Jo2S10N PAC'I'UR(%F'.AC`I'GRq 00): 3.75 - I- TC- .I F;JUNIJAiIChN 1 .1 1410It W'AI I Aa 1 INNsI V R 19 COMPLY WITH ALL CODES OF TG-I 2 EO'O FLOOR PLAN F)MAX.ALLOWABLE;FLOOR ARLA TO-1.5 SECOND FLOOR PLAN RUN WS"ith L It=30 TO-14 THIRD FLOOR 4 PLAN rnrR Tr1 (x x) (Table 5035 Soa3): UAERWRRERSCERIFICIITf NEW QUI TOWN CODES W'IIVIOUW51,i1h LUW-I.GL3.YS U -0.35,S11CRa1.33 TG-IS ROOF PLANd DETAILS 9soo x a.7s = as.625. AEQIIRHI AS REOUIR CONDITIONS OF TO-2.1 ELEVATIONS ACTUAL.FLOOR AREAS: (Isr FLOOR) 7,892 s.f. (One fire area req'd.) OCCUPANCY OR r0-2.2 ELEVATIONS �OIHQDTON117BA TO-2.3 ELEVAnonls 7 0511e/10 ISSUED TO OWNER NFR (2nd FLOOR) 6,440 s.1'. (One fire am req'd.) FIRE PROTECTION FEATURES - USE IS UNLAWFUL ✓✓ ITC-5.I BUILDING SECTIONS (3rd FLOOR) 1,168 SX' (One Ere area req'd.) SOUIFIlIDTOYNIRANNNG10Al1) TG-41 WNALLI5ELTEONS� 6 01/14/10 ISSUED TO OWNER NFR ACTLALTUFAL BUILDINGAREA: 15,500 s.i:(One fircarias• req'd,) -�Cy[>I'Yzb CONSTRSIC:[,_!ON WITHOUT CERTIFICATE FIRE INSpECj10N �RICID101INTR a TO-4.2 NOT USED 5 01/23/09 ISSUED TO OWNER NFR REQUIRED PEIFORE TG-43 WALL SECTIONS OF OCCUPANCY KTSUEC TG-4.4 ELEVATOR 4 DUMBWAITER PLANS, SECTIONS d 4 0/30/08 ISSUED TO ZBA NFR G)MAXIMUM BUILDINGGROSS ALLOWABLE AREAION: NOTE: SPRINKLER IS PROVIDE"11 OLUI N NFPA 13 nu DESIGN C; DETAILS 3 07/01/08 ISSUED TO ZBA NFR - _ MAXIMUM GROSS ALLOR'ABLfi ARhA: 51'It1NKLLR SY51'I?M ITIftUlf(i11V[U I'. NFPA 13 UGS[CIN AND WS'I ALL.A'I ION OPENING TO-4.5 WALL SECTIONS R DETAIL (PTiR FIRE AREA) (506.4): 9,50ox3.75 x 3=106,875 SF ('RI'I'1:121.1IR ItIiV11IRP,D TO SA'I'19FY Dar.ALLOWABLE FLOOR AREAS, TO-5.1 57AIR PLANS, SECTIONS 4 DETAILS 2 05A 9/OB ISSUED TO BUILD DEPT. NFR .ACLLIAI,TOTAL BUILUIN(i AREA. 15,5005.f. (One life area req'd.) TO-5,2 EXTERIOR STAIR PLANS, SEGTIONI 4 DETAILS BUILDING ELEMENT TABLE F.li. RATING 70-6.1 ENLARGED TOILET PLANS, ELEVATIONS 4 DETAILS 1 05/02/08 ISSUED TO OWNER NFR 4)SEPARATION DISTANCE AND BUILDING HFiC;FI'1` ,,,,e0l,aos __ __._,-. ALL DDNSTRUCTKMt TO-6.2 ENLARGED KITCHEN PLAN, ELEVATIONS d DETAILS FIRE SEPARATION DISTANCE: (TABLE 602) : >30' i' si=itiiciva.�i,PRnMe"-""'"""'---- - - o Iia""iRs""""' RETAI J STORM WATER RUNOFF MEET THE REQUIREMENTS OF THE TG-6.3 WALL xPEs REV DATE DESCRIPTION BY MIN. ESX'I1;a1oR WALL RATING: ['ABET'.601 &(02 : 0 HOURS 2 1Ni FRIOR 131iARING WALLS O HOURS PURSUANT TO CHAPTER 236 CODES OF NEW YORK STATE. Tr FIRE ENTRYRooPINe LOCA ION PLAN51sc DETAILS ( ) 3 VLOORICIi1I_ING CONS fRUC1ION 011OURS ALLOWABLE BUILDING HEIGHT (TABU':-503): 55 FT 2 STORIES 4 ROOF;PILING CONS'IRUC'I IVN 0 HOURS OF THE TOWN CODE. TG-6.1 DOOR ! FINISH SCHEDULES d DETAILS EHASZ CTIACALONE - TG-q.l FIRST ! SECOND REFLECTED CEILING PLANS HEIGHT MODIFICATIONS: (50,11 ADD 20--0-& I STORY 5 1-.X1 CRIUR HEARING WALLS 0 HOURS 7C-10 FIRST FLOOR FINISH PLAN ALLOWABLE BUILDING HEIGHT, 75 F T 3 STORIES 6 L:X171t10It NON-BEARING WALLS O HOURS 76-11 SECOND FLOOR FINISH PLAN ARCHITECTS, P.C- ACTUAL BUILDING HEWI-TT: 30' + F`E, 3 STORIES 7 INTERIOR NON-BEARING WALLS O MOURS 70-12 THIRD FLOOR FINISH PLAN 5) n4E:1Ns OF EGltrss REQUIRED PROVIDED CODE SEc:1goN SEPARATION OF SPACES CERTIFiCATION OF DONOR (MIN ST RUCTVRAL 431 CONKLIN STREET MIRMEY I. Nl1MBER ON EXITS 2 PER FLOOR MIN. 2 PER FLOOR "FABLE 1014.t NAILING&CONNECTIONS FRAMIIGM 51.0 FIRST FLOOR d FOUNDATION PLAN 1 vrxl'ICA1.srlm-rs 76a.a I HouxFla. OF FOUNDATION LOCATION 52.0 SECOND FLOOR FRAMNG PLAN FARMINGDALE,-83 NEW YORK 11735 420-0 2. TRAVELDISTANCES 250FEETMAX. I16FEET TABLE HI REQUIRED. HAS BEEN APPROVED. Sao THIRD FLOOR TEL:(516)420-8383FAX:(516)420-0195 3. DEAD END CORRIDOR 20 FEET MAX. 17 FEET' 1016.3 4. CORRIDOR w`ID"fta 441NC'H MIN. GO INCHES 10162 2 EXJI SI AIRWAYS ENCL OSUIRIF 707A 1HOUR 'A, 55,1 Pc FOUNDATION 4PFTs 5. CORRIDOR OF EGRESS DOORS 44INCH WIDE MIN, 36 INCHES MIN, 1008.1.1 55.I FOUNDATION ERRUC ! E DETAILS s THESE PLANS ARE AN 36 r I 3 ATRIUM ENCLOSLiR1"s 404.,5 1 IIVl1R F.B. 56.0 TYPICAL SUPER STRUCTURE DETAILS INSTRUMENT OF SERVICE 6. STAIR WID'1'(i .k[;NCH WIDE MIN. 441NCFHES MIN. Ia0),I PLUMBING sA SUPER orESE SEcrIONs AND ARE THE PROPERTY �°o°o °°0fn PLUMBER CERTIFICATION ALL PLUMBING WASTE OF THE ARCHITECT °°❑ ❑❑ MECHANICAL INFRINGEMENTS WILL BE a 4 ELEVATOR IIOF.NTWAY 707.4 11IouRF.H, ON LEAD CONTENT BEFORE &WATER LINES NEED HO.1 HVAG LEGEND * NOTES PROSECUTED 6)PLUMBING FIXTURE REQUIREMENTS: I I RAIR P.B. TESTING BEFORE COVERING HO.2 HVAG FIRST FLOOR PLAN N ELEVATVRMACHINEROOM 3001fi.a CERTIFICATE OF OCCUPANCY HI HVAG SECOND FLOOR PLAN y (, 1 ) NOT RII ❑IR&D o OCCUPANT L.OAD(PERFLOOR): GLEVA-fOR LU730Y 707..14.1 I-xcc Diana PROJECT v FIRST: DATA ROOM - 15 PERSONS R CORRIDOR,ENCLOSURE 10116.1 OHOURS SOLDIER USED IN WATER HO.4 HAVE THIRD FLOOR PLAN o HO.S HVAG DETAILS GAME ROOM - 47 PERSONS (I hour l'•B Pnrvided) SUPPLYSYS',TEMCANNOT PLUMBING SANTORINI 0 ,; EXCEED2110,OF1%LEAD. P-02 PLUM FIRST FLOOR PLAN MEETING HOUSE BREAK ROOM ROOM - 18 PERSONS P-o PLUMBING LEGEND 4 NOTES ,p MISC.SPACES - 8 PERSONS 6 STORAGE BOOMS 302.11 1 1TOI IR F,B, P-05 PLUMBING SECOND FLOOR PLAN 3 OR P-04 PWMBIN6 THIRD FLOOR PLAN 3800 DUCK POND ROAD TOTAL 1" FLO - 88 PH.:R.SONS (OVER Ion SQ !"IIa P-OS PWMBIN6 RISER DIAGRAMS CUTCHOGUE, NEW YORK 11935 _ 7 IldICTRICAL ROOM 7112..L1 IF[Ol1R I'.0, ELECTRICAL E-OI ELECTRICAL. LEGEND d NOTES r SECOND: MULTI-PURPOSE ROOM - 126 PERSONS E-02 ELECTRICAL LIGHTING FIRST FLOOR PLAN n y Mtel,!'11NG ROOM - 174I'1'iIZSONS -O G G POKER FIRST FLOOR PLAN DRAWING E-04 ELECTRICAL LIGHTING SECOND FLOOR PLAN F BILN,.AK-0111'ROOM - 26 PERSONS BREAK-OUP[LOOM - 18 PERSONS E-OS ELECTRICAL POWER SECOND FLOOR PLAN 12 TOTAL I"FLOOR - 344 PERSONS N017c: BITER"€O PLANS FOR LOCAL IONS OF PARTI IION't YPIES E-ob ELECTRICAL POKE N6 THIRD FLOOR PLAN ANTI PORTYPICAI FIRI:RAT'F,D AFSEiM131.tISS. E-OT ELECTRICAL POWER THIRD FLOOR PLAN TITLE SH E E T E-08 ELECTRICAL PANEL SCHEDULE L) F,P =FIRE PARTITIONS E-Oq ELECTRICAL PANEL SCHEDULE 4 t THIRD: MULTI-PURPOSE DECK - 149 PERSONS F.B. - TIRE BARRIER ONE-LINE DIAGRAM d E-10 ELECTRICAL GROUNDIN6 PLAN d DETAILS L) TOTAL, - 580 PERSONS (290 MALE,290 FEMA[. DRAWNBY FIRE PROTECTION DATE 5A9/06 FP-OI FIRE PROTECTION LEGEND E NOTES GDB w 7P-02 FIRE PROTECTION FIRST FLOOR PLAN SCALE CHECKED BY c PL I iMRIN("FIXTURES RL30UIRED,A-3 OCCUPANCY(PER TABLE 2902.1): FP-o5 FIRE PROTECTION SECOND FLOOR PLAN AS NOTED CHECKED 'N FP-04 FIRE PROTECTION THIRD FLOOR PLAN ~ WC: MALE: I PER 125, 29DII2S = 3 REQLII RED, 5 PROVI DFY) FEMALE: I PBR 65, 290/125 3 REQUIRED, 5 PROVIDED FA-OI FIRE ALARM LEGEND d NOTES 2q Ol12BAl FA-0 FIRE ALARM FIRST FLOOR PLAN FA-05 4 FIRE ALARM SECOND FLOOR PLAN DRAWING NO. o LAV: MALIE)TEMALR: I PER 200, 580/200 '- 3 REQUIRED, I I PROVIDED; .. FA-0 FIRE ALARM THIRD FLOOR PLAN N r, tNt[NKINCiPOUNTARNS: I PER5(10, 580/500 = 2 REQUIRED, 3 PROVIDED. ��PgD OJAI \' g PJL C f cU \�9s NO.010^e oRZW/ 0 00 3 /TY OF THE SSN� v CA a m 'm c J K L p B G D E GENERAL GONSTRUGTION NOTES I. ALL INTERIOR WALL TYPES TO BE O(UNLESS OTHERWI5E NOTED). SEE SHEET TL-6.3 FOR WALL TYPES. ___ 2. SEE EGRESS PLANS FOR SMOKE BARRIER WALLS. rc-5.I 2 <�] 3. ALL CUMULATIVE DIMENSIONS ARE TAKEN TO OUTER FACE OF G-3.1 I I - I METAL STUD AT EXTERIOR AND FACE OF CMA AT INTERIOR. + �� _- -- -- -__--- -- �_-------_- ,I 4. ALL DIMENSIONS AT INTERIOR WALLS ARE TAKEN FROM L - r_ - , -� - - - a - 1 - , it FAGS OF GYPSUM WALL BOARD, NOMINAL EN FROM ALL INTERIOR _ _ - / J 9 T 4 DIMENSIONS L EXTERIOR WALLS ARE TAKEN FROM FACE OF I 6YP5JM WALL BOARD N.O.N). TO INTERIOR FACE OF EXTERIOR Q° I �_T MA50NRY WALL. ALL EXTERIOR DIMEN5ION5 ARE TAKEN TO ` L___-+ __ _ li EXTERIOR FACE OF MASONRY UNITE, ON). \ - r,77777, 5. ALL DOOR OPENIN65 SHALL BE CONSTRUCTED 6" FROM 7yP,i FACE OF ADJACENT WALL (OR COLUMN) NON), — 26'-3" b. SEE SHEET TL-g.l FOR DOOR SCHEDULE. 1l \ I 4 �—-+ --' 7. ALL CLOSET/STORAGE ROOMS WITHIN OTHER ROOMS WHICH ARE NOT LABELED WITH THEIR OWN NUMBERS SHALL BE ____________� FIN15HED THE SAME A5 THE ROOM THAT THEY ARE IN. ----- - -- ------- ---------------------- - 9 _-T r J l 8. SEE DETAILS 4 4 5/TC-E61 FOR F\ rvl IRE EXTINGUISHER CABINET (F.E.L.) DETAILS. q AT ALL CLOSETS, PROVIDE A 3/4" X 12" DEEP BIRCH VENEER I1714 0 P G' SHELF SUPPORTS AT 4 O' A.F F. AND A -I/4" DIA. • ' I , I 10. ALL SURFACE FINISHES D AT 5'-q' A.F.F. PROVIDE STEEL PLYWOOD SHELF AT b' ory T9P' STEEL R a.a. MAX. 2'2 _i L_ SHALL BE CLASS A,25 OR LE55 '\\\C ___ 2.2 I/241 _ _ FLAME SPREAD RATIN6. CONTRACTOR SHALL PROVIDE m TG-3.3 _ - - - - I- _ -II ___ _ I � T II MANUFACTURER'S LERTIFIGATES TO VERIFY RATING OF I�------I- 24X24 24" DEEP j I ;n I li I I _ ' INSTALLED MATERIALS. T- I 2 I I I _ _ I I /B. SUMP T '^ L____ �I L___- ,' vo" II IN ALL LOCATIONS WHERE INSULATION WILL BE LEFT EXPOSED ,iB AB (40 OPIT TOP `� ,�\ \ (le APP5PRA 25 T WILL NOT BE IN SUBSTANTIAL CONTACT WITH AN INTERIOR BR OWENSCORNIN60R EQ CONSTRUCTION UIVALENT)� 9, 12.USED.PROVIDE LENT) MUST BE NON-COMBUSTIBLE FIRESTOPPIN6 AT ALL \` E I / ` E' 2 LOCATIONS REQUIRED 5Y THE RELEVANT SECTIONS OF THE HAUNCH/" DIES LAB T. `�" /\ NY5UFPE6. � 12" DAP ® BOT. ` v � rc-s.2 14 I OF�'TAIR y 15. ALL TOILET ROOMS AND BATHIN6 FACILITIE5 MUST MEET THE t / TOP OF 5L 15 EL. ( I'-O') � ` J` J \ I'-0 I/2" Ir____— <' 'a\ b J A(GE REQUIREMENTS OF 5EOT. 1101.4, NY5UFPBL, AND I.I kxm,/�' /, ` III�-f___ i \`�_\\`` _ —Ir�___}III�, _ —�^``_w��`/i`, _,`p`��.OI _,�'\p e _', 3'7• �y-'1"Y_ 4� i III_T G- . _ III _ I III tH-____3_43___-_______J _I II IFFq�y_ R \F`_,\\s`\\ B�B - \ �Oh i�\ ` X��••�,�`\� `'��` F, FD FLOOR DRAIN 2s LI L AREA DRAIN AD 10' g,_ F BLAB/ 2 A `\ \ `` / � ' ,m \,l/ TG-3.1 1 mob, `w v ♦ \ � / a 3� N/ \ �2 \; \r _ \0 Y 7 o5/18/iol ISSUED TO OWNER NFR 4'-4° 51_q° q,-3" 14'-2" �.\y i,"� ,cT4' j, , TOP OF FOUND'N WALL ® EL 6 ovivio ISSUED TO OWNER NFR o") UNDER 5 ovz8/os ISSUED TO OWNER NFR 90 p R\; "+ F 6 H J K 3� '� ' v GARAGE DOO r hti tia 9/ `` ' ' " 4 1o/3om ISSUED TO ZBA NFR J \ \o s, \ `\5�4 2 o5ns/08 ISSUED TO BUILD DEPT. NFR 1 1 05/02/08 ISSUED TO OWNER NFR r REVIDATEI DESCRIPTION BY \N 2' rc-sue i v'1 EHASZ GIACALONE TG-4.3 ARCHITECTS, P.C. FOUNDATION PLC I v ' `' FARM NGDALE,rREET EW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 NOTE: THESE PLANS ARE AN P' 6' INSTRUMENT OF SERVICE I. TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. 22'-0"). AND ARE THE PROPERTY �o°o oi° ❑i 5' INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI MEETING HOUSE a 0 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 v 0 Nr DRAWING FOUNDATION PLAN 3 a 0 LS m DATE 3/14/06 DRAWN BY 565 ci SCALE AS NOTED CHECKED BY WR w PROJECT p Ia�AI SHEET g OF 24 b DRAWING NO. AL AL ML ,�aEo ARoy, . ¢�6\04 Pnuu ci,c� TF,. t ,y �• 2 n o s, No oioaA Q�,' C > OF THE ST Nth' `o w 3 v w m m w m c A 6 G D E F 6 H J K L 4_4° 95' " r _ 93'- " _-- - - ---- r-- ------ - -- ------- ------ - - _- T-- - -------- - - -DENOTES 51TE RETAINING WALL ROVE I I I I 2 I I r I , I I ITG-3.1 I TL-3.1 I I —In ^------------ ------`r-_--_----____`_________`__'___ ___-___ - 4 - 4 a 104 _ J ° o II 0 STORPoGE FLEr— O 0 ROOM n b_ 12'' In 21 T2 5 l04 19-0 2 p 0 rcm 9'-10' 4 1 4 ui 2 rc-a I B 4 1-1T I 1 A _'n — 4 620 � Fn 43_5, ©Fv- 15102\\g' ' "1 I 1 IPs 'n cl BREAK-011T Roots GENERAL CONSTRUCTION NOTES I- — a I l03 T - 8 _ _ = I 4 4 ID6 1 d ANTR 1 l09 10 :p `r G mn An I To-ID m+a 1 1 4 A = I. ALL INTERIOR WALL TYPES TO BE O (UNLESS OTHERWISE �, 91MJ TO" TOILE n P O� NOTED). SEE SHEET TO-b 3 FOR WALL TYPES - IAT 2.2 0 2.2 - 1 Tc-as -�- 4 „y 1 _ r 4 4 rc 132 2. 5EE EGRESS PLANS FOR SMOKE BARRIER WALLS. r I 11 —�- 109 /o+ 3. ALL CUMULATIVE DIMEN51ON5 ARE TAKEN TO OUTER FACE OF O2 sn. A uh g O GOIRRIDOR A IIO =1 METAL STUD AT EXTERIOR AND FACE OF r.M.O. AT INTERIOR. i A 5 4 Pa 4d 1O0 '^ - - 3 I', �Oo81' d - 1 f 114 A 1 1 d ° 4. ALL FCYDIMENSIONS AT INTERIOR WALLS ARE TAKEN FROM ry DATA CENTER — — A � / 4 � `�3`a/ p' FACE OF GYPSUM WALL BOARD,NOMINAL (UON) ALL INTERIOR DIMEN51ON5 TO EXTERIOR WALLS ARE TAKEN FROM FAGE OF TGID rtrrl 2 V 9-" 5' 0 t 5' 3� ` ry GYPSUM WALL BOARD EXTERIOR TO INTERIOR FARE OF EXTERIOR 5 � i 2 w_ Tc a.l I IS 5" \ 'q• MASONRY WALL. ALL EXTERIOR DIMENSIONS ARE TAKEN TO A.r , PA q- - N - - LS / E' EXTERIOR FADE OF MASONRY UN175 N.O.NJ. -ry / cJ IIS I 4d / STORAGE \ 2 \I o T �4"± I I _ I III 1 135° `" ii. \ 5 ALL DOOR OPENINGS SHALL BE CONSTRUCTED b" FROM FACE OF ADJACENT WALL (OR(0LUMN) (U.O.NJ. 1.4 /, —on 1 I'-0 " OFFICE—in I A b. 5EE SHEET 7G-b.1 FOR DOOR 5CHEOULE. 4 METAL '1 \•�' =n 14 r 4 d A HANDRAIL '3i \ TFAS Ai j �` ` 1 STAI '^ -In \ <" �F? 1, ALL 6LO5E7/STORAGE ROOMS WITHIN OTHER ROOMS WHICH ARE NOT LABELED WITH THEIR OWN NJM5ER5 SHALL BE FINISHED THE SAME A5 THE ROOM THAT THEY ARE IN. TORAG o. 12 / \��.\` ''` b.SEE DETAILS 4 C 5/TG-EGI FOR FIRE EXTINGUISHER CABINET ��a Sbtl/ •CEO/ \� . g 6� F \ 9. AT ADLLTGL05ET5,PROVIDE A 3/4" G r k\� �� 5 I SEE \ ( �,) \\ PLYNOOD SHELFLATED STEEL ROD AT AND"AF1/ EDP BIRCH VENEER \ / I VVV"' X 12' D 4" DIA G b, Tc a VETAIL PROVIDE STEEL 02 a� �e � 3b h I h 4 I , , AR �6`' SHELF SUPPORTS AT 4'-O" o c. MAX. 10. ALL SURFACE FINISHES SHALL BE CLAS5 A,25 OR LESS `\ ay F,, .� �; 0 2 G b o• q cs, q FLAME SPREAD RATING. CONTRAOTOR SHALL PROVIDE MAMF L 14'_2° c-3�e�o„ o o , STOR�AGE �' �� 9� INSTALLED MATS IGATES TO VERIFY RATING OF MATERIALS. IALS. II. IN ALL LOCATIONS WHERE INSULATION WILL BE LEFT EXP05ED IIb (i.e. WHERE IT WILL NOT BE IN SU55TANTIAL CONTACT WITH AN Pr,vlEe 30 n 36 p \ 1 �I„ s e,,,,, �� \d \ \ APPROVED INTERIOR CON5TRUOTION MATERIAL), "FLAME V B. 'O�LE� S HaZF� EXTERIOR\ SEE PARTIAL FROM ELEVATION Kq/ /S• \ � USED. AD 25" (FSK BY OWENS RORNIN6 OR EQUIVALENT) MUST BE ' h�Y 5/FG 21 FOR WINDOW �i'" \ IL2 \ A' CLOSET \�` INFORMATION THIS AREA S• F , O/ \ G \ \ 1 __ 3`q� \ I6 D �, r yam_ `\\ \\ /AO \\\\ \,\ 12. PROVIDE NON-COMBUSTIBLE RELEVANT 5E( IO ALL '� \ A LOCATIONS REQUIRED BY THE RELEVANT SECTIONS OF THE NY5UFP5G. 13. ALL TOILET ROOMS AND BATHING FACILITIE5 MUST MEET THE AOGE551BILITY REQUIREMENTS OF 5E6T. 1101.4,NY5UFPBQ, AND \^ a ADA. \OX ® FLOOR DRAIN PP ® AREA DRAIN BI \. AD FIRST FLOOR PLAN ✓ I 7 o5tiamol ISSUED TO OWNER NFR 6 01114/10 ISSUED TO OWNER NFR NOTE: I. TOP OF SLAB EL. O'—O" U.O.N. (DATUM EL. 22'-0"). 6' 5 ov2o/o9 ISSUED TO OWNER NFR 4 To/3o/ae ISSUED TO ZBA NFR 3 o7/o1/08 ISSUED TO ZBA NFR 2 o5/19/o8 ISSUED TO BUILD DEPT. NFR 1 05/02/08 ISSUED TO OWNER NFR oD E ^ REV DATE DESCRIPTION BY }' b'-2�" EHASZ GIACALONE 4'-3 ARCHITECTS, P.C. 431 CONKLIN STREET T — _ — — — — FARMIN )420-8 NEW YORK 11735 420-0 / �—_-_�- \ I TEL:(516�120-8383 FAX:(516)420-0195 THESE PLANS ARE AN p / AND ARE THE PROPERTY ❑❑❑ CE3 0 ❑ INSTRUMENT OF SERVICE OF THE ARCHITECT 00❑ 00INFRINGEMENTS WILL BE �00 ❑� \ — PROSECUTED }/ PROJECT R T-OP I;' OF Rg 4 SANTORINI a 4 I'll — — — MEETING HOUSE 1. 3800 DUCK POND ROAD CU"1'CHOGUE, NEW YOP-K 11935 F 0 DRAWING 0 FIRST FLOOR PLAN 3 v N DATE 5AV05 DRAWN BY E65 H d t SCALE A5 NOTED CHECKED BY NFR U rn ENLARGED' PLAN AT LOBBY STAIR CASE HEOF 'm 2 va^ ° v-a• PROJECT O'1IZ801 29 4 _ DRAWING NO. c peo ar+c`o.. 4p a ..ve/POL mH FC: o N 0 THC ST ATE 'v rn 3 a N N W N A m N C I I I ILL I RETAINING WALL - BEE SITE 65 FENCE AND ATE - RETAINING WALL - SEE SITE DW65 _ rp DECK SEF 51TE DINOS v f ------------------- 4, 0„ T u Mil ITC-31 TC-31 M 4 b -try �/4�� DN ro-s2 _ 20 _ _ _ _ _ �l _ _ _ _ I _ _ _ _ _ _ 9'-10" B - _ .� �. � __ v A . -: I �� c� �1u � � - hoc� � �� 9 - - - - - �- 3 TG-ID TG-ID GENERAL o TC-L� _I _I _ _ _ I _ _ __ _ __ I STORAGE -2 0 n TC-45 4 ji �� I ) I_) � �II I � � �JI�, R.v. RRID DK A - - OVEN vw U � _I e _ B ry I KIITGHEN K-- 1 _ Iry 20 15'-22, 4 I - 4o o° I � JC� CIi �� i�ii_� h � sla cent vacs a^iFe. 32'_3_' T.. rde (ryp P=n11 0 Frzz �,154:, 2'-10' 4 - - R OM 9 ; 01 oral J 2 I 5" F_ b GENERAL GGNSTRUGTION NOTES 5 MEE INC, 4 TC-M -v`y ry ° -5" 206 5 ry ":' I. ALL INTERIOR WALL TYPE5 TO BE O (UNLESS OTHERK15E 20 - F I 44 b 2 5 2 5 2 F. 6-62 El FACE ROOM UT w+ v G NOTED). SEE SHEET TO-63 FOR WALL TYPES. 20 20 20 20 N \ m-a.5 A - ___ �g 2OH 2. 5EE ECRE55 PLANS FOR SMOKE BARRIER WALLS. -I, A _ - ---I/3 e 9 - c - 135 - 4 3. ALL CUMULATIVE DIMEN51ON5 ARE TAKEN TO OUTER PAGE OF 20 - - - - a; METAL STUD AT EXTERIOR AND PAGE OF O.MA. AT INTERIOR. ;ry ° 4 „ j „20 -ory 4 q 20 p:_1:' 4a o, �. 1 0, ♦T - ec G RRID R A DUMBWAITER 11'-62 br9 A 4' 4 4 F I SI II'-102" � 4 w•� 4. ALL DIMENSIONS AT INTERIOR WALL5 ARE TAKEN FROM ro-l� m -Iry 213 y_0,: - - - _ FACE OF GYPSUM WALL BOARD,NOMINAL (U ON) ALL INTERIOR 3'-5' 4a ♦ G ♦ DIMENSIONS TO EXTERIOR WALL5 ARE TAKEN FROM PAGE OF -ry 6 i\EGK / II" MULTIR-OP�ORPOSE � GUARD RAII— N 1�: - 2� �`r L O�05 Y 1 r,m- r cJ ,_AI , HIS'-21" ` 9T4 1 S, wOPNEN♦� �� S.9` EXTERIOR FACE OF MASONRYMASONRY HALL. ALL UNITS (UONJS ARE TAKEN EXTERIOR L-I I I ♦0 D GYPSUM WALL BOARD ON) TO INTERIOR FACE F EN TO q T'-°' 2 rj 5 9 52 2 ♦N 'r B E 5. ALL DOOR OPENINGS SHALL BE CONSTRUCTED b" FROM 3-4 2 4a ~� A s. SI ♦♦ ALUMI rL-3,2 FACE OF ADJACENT WALL (OR COLUMN) (U.O.N). 02 rc�.l I I 210 ♦ / GUTTER 1.4 - 'E3 - - - 4 A n ♦ b. SEE SHEET TO-H.I FOR DOOR SCHEDULE. R.D. E -Cry \ �fq - BR AK-OUT ❑ / I'�ti:_ �. 16 2 _ R ROOM I / 211 4 `'2`:� T .I T. ALL CLOSET/STORAGE ROOMS WITHIN OTHER ROOMS WHICH ARE NOT LABELED WITH THEIR OWN THAT THEY S SHALL . u ry / \ TG-ID 213 \r \ 9 3 9 FINISHED THE SAME A5 THE ROOM THAT THEY ARE IN. i- 2 z - I o a 1 - - - \ _ _ 21 . /'OI� ' \ / �.E.GJ DETAILS. 6 9. AT ALL CLOSETS, PROVIDE FOR F NGUISHER CABINET ,` \ \ - „ - -� ♦;. `211 �ry U / F PLYWOOD SHELF S, PROVAE A AND�2 _ XTI F. a 6 T1 b TL b b ' DEEP BIRCH VENEER slope cons veck VaWt. DECK �\ `'\ G \ NTy TO-4'2 9 ��' \ ' / QUA TC,S, CHROME-PLATED STEEL ROD AT 5'-9" A.F.F. PROVIDE STEEL mwarde Roor vrmn trypJ �� /O °N \t V ♦♦ \a SHELF 5UPPORT5 AT 4'-0" o c. MAX. coTE,rd ace Loaane„ Or Emergency \ \ a� 30 4)'I q')'� 41 1 10 ♦ Q 10. ALL SURFACE FINISHES SHALL BE GLA55 A,25 OR LE55 Overflow vramage Prom end Floor \\ �, p� 2 /` `t' \ FLAME SPREAD RATING. GONTRAOTOR SHALL PROVIDE y 5rd Floor Erne for vecks w/ `n +y E �� G' ra-3'I o, 6♦ / Q��U MANUFACTURER'S CERTIFICATES TO VERIFY RATING OF Plurrbing vrawmgs / Rv.'„ B .� \p , t'` ♦ �. INSTALLED MATERIALS. 4'- " 6 5'-9" H 9'-3" J 14'-2" K iB A� b A/r (I&11 N ALL WHERE IT KILL WHERE INSULATION WILL N LEFT EXPOSED 0, ,2 /� T ALUMINUM TWILL NOT BE IN SUBSTANTIAL CONTACT WITH AN GUTTER APPROVED INTERIOR CONSTRUCTION MATERIAL), "FLAME r p, O0 ryp' / \\ c5, / \ 5PREAD 25" (F5K BY OWEN5 CORNING OR EQUIVALENT) MUST BE `\ /NEP USED. SEE FRONT FIEVATION ` \ AI TO-a a € s' 5M-2.I FOR KINDOK 12. PROVIDE NON-COMBUSTIBLE FIRE5TOPPIN6 AT ALL INFORMATION THI5 AREA. S. � DI 19v / \ � LOCATIONS REQUIRED BY THE RELEVANT SECTIONS OF THE RIDGE VENT \ NY5UFPB0. (rrP) 2 ` \ 13. ALL TOILET ROOMS AND BATHING FACILITIES MUST MEET THE rc-4.3 \ ` ACCESSIBILITY REQUIREMENTS OF SECT. 11014, NYSUFPBG, AND / \ FLOOR DRAIN FD / \ T ® AREA DRAIN AD SECOND FLOOR PLAN �~ � Ar rRAIwN6 CENTER 1/6" = 11-01, 7 os/18ilol ISSUED TO OWNER NFIR 6 o1/14/lo ISSUED TO OWNER NFR 5 o1/2a/o9 ISSUED TO OWNER NFR 61 4 to/so/oB ISSUED TO ZBA NFR 3 07/01/06 ISSUED TO ZBA NFR 5' 2 os/19/oB ISSUED TO BUILD DEPT. I NFR 1 05/02/08 ISSUED TO OWNER NFR REV DATE DESCRIPTION BY EHASZ GIACALONE GONG. FOUNDATION WALL ARCHrrECTS, P.C. 431 CONKLIN STREET II" FARMINGDALE, NEW YORK 11735 NEW CEDAR SHINGLES OR CULTURED STONE NEW CEDAR 5HINSLE5 OR CULTURED STONE VERTICAL STORM DRAINAGE PIPE Q 4 TEL:(516)420-8383 FAX:(516)420-0195 AS SPECIFIED (TYP) AS SPECIFIED (TYP.) (SEE PLUMBING DW65) THESE PLAN ARE AN INSTRUMENT OF SERVICE a AND ARE THE PROPERTY �°oof131031031/2" EXTERIOR GRADE STRUCTURAL STEEL INFRINGEMENTS WILL BEo0o 1/2" EXTERIOR GRADE (SEE 5TRUCT. DW65) AROUND MTL STUD FRAMING PROSECUTED /'�, AROUND COLUMN(TYP) r,YFEUM SHEATHING GYPSUM SHEATHING o7 LI -Co 6" 6ALV. IH 6A METAL Q 6" GALV. IH GA. METAL - o PROJECT 5TUD5® 16"O.c. (SEE 5TUD5 ® 16" 0.6. (SEE 2-1/2" MTL. STUD SANTORINI WALL 5ECTIOW WALL SECTIONS) FRAMING AROUND COLUMN in m a MEETING HOUSE 2-1/2" MTL, STUD MTL STUD - VERTICAL STORM DRAINAGE PIPE FRAM y FRAMING AROUND COLUMN FRAMING AROUND COLUMN (SEE PLUMBING DW6E) 3800 DUCK POND ROAD Q CUTCHOOUE, NEW YORK 11935 5/H" GYP.BOARD(TYP) N STRUCTURAL 57L. STRUCTURAL 5TL. SEE WALL TYPES PARTITION Q DRAWING (SEE TA DW65) (SEE STRUCT. DW65) 3 GO�UMN �NG�®�U1:� G®I�UMN SECOND FLOG AN G®1�UMN �NGJc®�UI�� _ TYP. WET COLUMN SCALE: "=1'-O" 5GALE: I'-1'-O" 5/5" GYP. BOARD (TYP.) t NOTE: NOTE: NOTE: (TYPE "X" IN A RATED PARTITION mI: CARRY ENCLOSURE TO 6" ABOVE CEILING I GARRY ENCLOSURE TO 6" ABOVE GEILING I: CARRY ENCLOSURE TO b" ABOVE CEILING, - SEE WALL TYPES) DATE 3/I4/06 DRAWN BY 5 p AT NON-RATED GOLUMN ENCLOSURE; AT NON-RATED COLUMN ENCLOSURE; AT NON-RATED COLUMN ENCLOSURE; 2: GARRY ENCLOSURE TO UNDERSIDE OF ROOF/FLOOR 2. CARRY ENCLOSURE TO UNDERSIDE OF ROOF/FLOOR 2: GARRY ENCLOSURE TO UNDERSIDE OF ROOF/FLOOR SCALE A5 NOTED CHECKED BY NPR ABOVE AT ALL RATED COLUMN ENCLOSURE. ABOVE AT ALL RATED COLUMN ENCLOSURE. ABOVE AT ALL RATED COLUMN ENGL05JRE. ��pJ�UMN �N�sJaQ�� PROJECT 0112BAI SHEET 5OF 21 c �/ TYP. WET COLUMN ® CONCRETE PIER _ DRAWING NO. N NOTE: .� =_L• a;;,,, ro I: CARRY ENCLOSURE TO 6" ABOVE CEILING -�,GjC,r�'•'I °r '�'. AT NON-RATED COLUMN ENCLOSURE; - a i 2: CARRY ENCLOSURE TO UNDER5IDE OF ROOF/FLOOR ((I` ( ty ' •j "'Id 'm ABOVE AT ALL RATED COLUMN ENCLOSURE. O „ , " NFIPEE a rn 3 v N N m N N W N C A B G D F 6 H J K L 4'_4„ 5'4" 9'-3" 14'-2' 5ENERAL GONSTRUGTION NOTE5 I. ALL INTERIOR WALL TYPES TO BE O(UNLESS OTHERWISE 54, 4�" NOTED). SEE SHEET %-65 FOR WALL TYPES 2. SEE EGRESS PLANS FOR SMOKE BARRIER WALLS - _ - - 3. ALL CUMULATIVE DIMENSIONS ARE TAKEN TO OUTER FAGS OF METAL STUD AT EXTERIOR AND FADE OF G.M U. AT INTERIOR. u s� 4. ALL DIMENSIONS AT INTERIOR WALLS ARE TAKEN FROM f 2 1 FACE OF GYPSUM WALL BOARD,NOMINAL (U.O.N) ALL INTERIOR 4 DN ALUMINUM GUTTER -3'1 r°-3.1 DIMENSIONS TO EXTERIOR WALLS ARE TAKEN FROM FACE OF GYPSUM WALL BOARD (LO.N). TO INTERIOR FACE OF EXTERIOR Tc-sue MA50NRY WALL.ALL EXTERIOR DIMENSIONS ARE TAKEN TO _ 6 SEMI-PRIVATE VIN 4_ _ EXTERIOR FACE OF MASONRY UNI75 N.O.N.). ' WITH VINYL LATTICE -OP SECTION 5. ALL DOOR OPENINGS SHALL BE CONSTRUCTED b" FROM OIL FACE OF ADJACENT WALL (OR COLUMN) NON) PITCH PITCH = FLAT = \ U� H� 6 SEE 5HEET TG-ed FOR DOOR SCHEDULE. i / 1T \ 2 � A I 1. ALL CLO5ET/5TORA5E ROOMS WITHIN OTHER ROOMS WHICH Tc-as j F ROOF rc-as 3O'_0" 9,-1„ 14,-10„ d DRAIN I ARE NOT LABELED WITH THEIR OWN NUMBERS SHALL BE KITCHEN rXHAU5T FA�(5EE _ _ _ _ _ FINISHED THE SAME AS THE ROOM THAT THEY ARE IN. m \ V MECHANICAL DRAWIN 5) b i - 8. SEE DETAILS 4 6 5/TG-EGI FOR FIRE EXTINGUISHER CABINET DRAIN i - - - (RE.G) DETAILS. 3 PITCH_ \�� PITCH 9. AT ALL CLOSETS, PROVIDE A 3/4" X 12" DEEP BIRCH VENEER PLYNOOD SHELF AT SIM.B 4 4'_02" 16'4 _ `'�� 5� _"I 6 5 �� -_ I S ROM UPPOARTS FlWSLO SHALL B PGLA55 DIA. - A.F.F. AND A 1-1/4' / ROD AT 5' PROVIDE STEEL " o.c. MAX ( G' FINISHES E A,25 OR LE55 FLAME SPREAD RATING. CONTRACTOR SHALL PROVIDE '� DECK �� MULTI - I�URPOSEr' _ _ TOI ET ' .LET rG-b.l MANUFACTURER'S GERTIFICATE5 TO VERIFY RATING OF '^ ! BELOW_ DECK / Tc-1.5 _ 4 4 iy ---- E W G. c-�. INSTALLED MATERIALS. -P4I6ki- - � FGk 122 � TJ ► ��I :I LS, - rc-3a 8i N __ I - m i II. IN ALL LOCATIONS WHERE INSULATION WILL BE LEFT EXPOSED o, f►F�g1 (i.e. WHERE IT WILL NOT BE IN 5UB57AM71AL GONTAGT WITH AN = A 4r ¢ �20-22 I - APPROVED INTERIOR CON5TRUCTION MATERIAL), 'FLAME j U OOF 4 `i SMOKE 5 40a ALUMINUM - DRAIN �rc,\s - L12 Mnx 1 pin _ ;n GUTTER c"2• SPREAD 25" (F5K BY OWENS CORNING OR EQUIVALENT) MUST BE nNDR41L CURTAIN a- '^ _ _ 301 sot 1 USED. \ D 12. PROVIDE NON-COMBUSTIBLE FIRESTOPPING AT ALL LOCATIONS REQUIRED BY THE RELEVANT SECTIONS OF THE DRAP y RAIL in NYSUFPBG. PITCH 1 PITCH ry - ► -4' ui 303 - 5' - 5" 3. ALL TOILET ROOMS AND BATHING FACILITIES MUST MEET THE 5 11/ \ / ACCESSIBILITY REQUIREMENTS OF 5EG7, 11014,NYSUFPBG, AND L ALUMIN�dM ADA. -® PROVIDE PLYWOOD GUTTER FLOOR DRAIN\ \�\ ROOF / - - ----- - --- FLOOR SHEATHING •�\ / FO �'� DRAIN EQ EQ - Fo (4xbx3/4" 5HEET5, •'g, APPROX. 20 SHEE75) \ rc-s.a �'• ® AREA DRAIN AD LI E OF i� / \ / ROOF 1 � � `• \� 1 rciaa A OVE - ALUMINUM GUTTER LI E OF i / 7 05/18/10 ISSUED TO OWNER NF ,MOVE 4 I / R � - � /' .t. BELOW A • ",\ 2 �\ Q' 6 01/14/10 ISSUED TO OWNER NFR ,r_3.1 a, / 5 01/23/09 ISSUED TO OWNER NFR a'v, •Oh' I8'-6' -I" 9'-3" 14'-2" �o° / 4 10/30/08 ISSUED TO ZBA NFR e H J K Ai `�ATc eurreRM 3 07rov08 ISSUED TO ZBA NFR 2 05/19/08 ISSUED TO BUILD DEPT. NFR REV D/02 ATE ISSUED TO OWNER ON FI D' •9• / RIDGE VENT / EHASZ GIACALONE TL-3.4 ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY o00 000 goo o� o� a I THIRD FLOOR FLAN F THE ARCHITECT I o00 00 00 NFRINGEMENTS WILL BE PROSECUTED F' b, PROJECT SANTOIZINI a 5' rn N MEETING HOUSE 0 3800 DUCK POND ROAD N CUTCHOGUE, NEW YORK 11935 m 3 DRAWING a 0 THIRD FLOOR PLAN U 12 m c v DATE 5Aq/pg DRAWN BY W15 SCALE AS NOTED CHECKED BY NPR m PROJECT 0112801 SHEET 5 OF 29 N S DRAWING NO. N - L m F 9 , 3 N • N m N N m N C AIR INFILTRATION BARRIER INFILTRATION BARRIER CEDAR SHINGLES PROVIDE VINYL SHEET WINNER WITH CEDAR SHINELE5 GRIP SURFACE CONTINUE BITUMENE ROOFING MEMBRANE UP WALL CONTINUE BITUTHENE ROOFING MEMBRANE UP WALL PROVIDE 3/4' FIRE RETARDANT TREATED TERMINATE A5 PER MANUFACTURER'S INSTRUCTIONS TERMINATE AS PER MANUFACTURER'S INSTRUCTIONS PLYWOOD RAMP OVER FIRE RETARDANT ALUM. BASE FLASHING OVER PROTECTION BOARD TREATED WOOD BLOCKING till ALUM BASE FLASHING OVER PROTECTION BOARD 5/8'EXTERIOR GRADE 6YPl SHEATHING 5/6"EXTERIOR GRADE GYPSUM SFEAT14INC PROTECTIVE MAT(COORD.W PAVER PROTECTIVE MAT(WORD.W/PAVER PROTECTIVE MAT(GOURD.W/PAVER PROTECTIVE F�MMT(��n�SAVER AND ROOFING MANUFACTURERS) AND ROOFING MANUFACTURERS) AND ROOFING MANUFACTURERS) 0 BITIIIPPR ROOFING SYSTEM Bl' "GRACE' BITUTHENE ROOFING,SYSTEM BY "GRADE' w BITUfHEN: ROOFING SYSTEM BY 'GRACE' OR APPROVED EQUAL(WORD.W.PAVER MANUFR) o OR APPROVED EQUAL(COORD.W.PAVER MANUFRJ OR APPROVED EQUAL(GOURD.W PAVER MANUFR) o !� BInMfNE ROOFING SYSTEM BY "GRACE' OR APPROVED EQUAL(GOURD.W.PAVER MANIFR) GONG. PAVER COMPENSATOR SYSTEM (ANC. PAVER COMPENSATOR SYSTEM w m z GONG. PAVER COMPENSATOR SYSTEM BY 'HANOVER°OR APPROVED EQUAL BY WiANOVER' OR APPROVED EQUAL BY "HANOVER" OR APPROVED EQUAL w x BY "HANOVER"OR APPROVED EQUAL LONG. PAVER(AMPEN5ATU2 SYSTEMu COORD.COMPATIBILITY WITH ROOFING != f - 000RD.COMPATIBILITY WITH ROOFING z ry -COORD. COMPATIBILITY WITH ROOFING w MANUFACTURER PRIOR TO INSTALLATION MANIFAC7UFiER PRIOR TO INSTALLATION ° MANUFACTURER PRIOR TO INSTALLATION - COORD•COMPATIBILITY WITH ROOFING o z a TA.PAVER a TA.PAVER MANUFACTURER PRIOR TO INSTALLATION • ELEV.+12'-0' - - d • ELEV.+12'-0' ° d ° v- OA. PAVER __ ._-_. - - T.O. PAVER _ w f 24'-8' -- __ f ° T, . SLOPE MOPE FT.MIN. ___ _- a e ---_ yp�i FT,rylry, _-- a _a Q — - TO STRICT.SLAG ° T.O.STRICT.SLAB ° • ELEV.+II'-4° ° d ° d ° 00 � • ELEV. +II'-4° ° ° d e OO TA.tad FLOOR d e _ ° ° � • al +24'-0' ,d ° a w TA.aid FLOOR TA.STEEL ° d v • ELEV.+24'-0' 14 =d d n 4 � °d, a ° edO b • ELEV. +10'-10 3/4' O • EP/.+10'-10 3/4" TA.STEEL °d TA.5 TEEL °d TAPMIN. OM R161DESSI INSULATION H pal Q0 OO TAPERED RIND, INSULATION(60 psi O • ELEV. QV-6 3/4' MIN.COMPRESSIVE STRENGTH) QO F Oo Oo • ELEV. +23'f� 3/4' !� STR MIN. ER IW551VE FOOT MI IH) TAPERED RI61D INSULATION(60 psi 0 -TAPER I/8° PER FOOT MIN. O 0 -TAPER I/8'PER FOOT MIN. 00 Oo TAPERED RI61D INSULATION(60 psI °O p DEINF.CK, STRICT. CONTRUC.DECK W/METAL OO c MIN.COMPRESSIVE STRENGTH) R-25 MIN MIN.GOMPRE551VE STREN6T}f) R-25 MIN. RECF.STRICT. TONG.DECK W/METAL O DECKING(SEE STIRUGT'L.DW65) DECKING(5ff STRUCT'L. DW65) REIA�P.G52 I/6' PER FOOT MIR 71RUC GANG.DECK W/METAL Oo Oc - TAPER I/8'PER FOOT MIN OO 00 P.T.WOOD BLOCKING AS REWIRED P.T.WOOD BLOCKING A5 REQUIRED DECKING(SEE STRUCT'L. DWCf) DECKING UCT S OW.DECK Hl METAL STRUCTURAL STEEL(SEE STRUCTL.DW65) STRUCTURAL STEEL(SEE STRUCTL.DW65) P.T.WOOD BACKING AS REQUIRED O P.T. WOOD BLOCKING AS REQUIRED 00 O.M.O.(FILL GORE SOLID) PROVIDE 04 DO♦EI.S 8I2'O.G. PROOF DECK DETAIL ,� PROOF DECK DETAIL nROOF DECK DETAIL �,ZOOF DECK DETAIL 1 1/2' - I -O 1 1/2 - I -O' J 1 1/2" s I'-O" IT PIPE PENETRATION GASKET ) BOOT TYPE STACKUVENTR it „-I,ti FLASHING rc ls.i METAL GAP FLASHING NAILINREATE �'I ASPHALT ROOFING DN ALUMINUM 6UTTER SHIN6LE5 �_- — MODIFIED BITU1431 HULK 4 NAIL -_-- FLASHING ID INSULATION PLIES 4° STEEL ROOF o MIN. MOUNfIN6 CURB RIGID INSULATION 3 PLYWOOD 2 WOOD SHEHE ATHING P.T. CANT STRIP TL-4.5 i I III TL-4 5 ALUMINUM GUTTER i STEEL RAFTER. SEE STRUCTURAL DW65. FOR PITG PITCH STEEL FRAMING ANGLE 512E 4 SPACING _► ROOF DECK 8.12 8.12 (SEE STRICT. DW65) ' PROVIDE ICE 4 WATER ME GH. EQUIP. CURS DETAIL L SHIELD UNDERLAYME NT AT 6 n ALL RAKES V I I/2 -- 11.011 II I ALLEYS t 2'O" BEYOND FA CE OF EXTERIOR x x WALL AT EAVES 5 U F ry O ry IL PITCH III I'- - rc-is - f f f 8.12 I TL-3� I s alp I TL-sue EXHAUST DUCT UNIT RIDGE WENT (SEE MECK DWGS) (TYP) 4 P.T WOOD CURB TL-L5 8.12 - - x ALUMINUM GUTTER TION BOARD III O ry F — I IFIED BITUMEN x 1%PLY Fry Lirc-a.l - 12: N 12 _ I :12 x ry 0. i FI+ P.T.WOOD CANT STRIP PITGH I F TGH- = a�A I \�U`t• 2 - FMOU.DIFIEDFLI� N r-7 BITUMEN! -DETAIL co 4"L-3� N I I RIGID INSULATION RIDGE VENT II _ - ---- - - 7 UMINUM 8:12 PIrcH PITY 6 01/14/10 ISSUED TO OWNER NFR I 8:12 GUTTER PROVIDE ICE t WATER �'�� 5 01/23/09 ISSUED TO OWNER NFR ry TYP I 2 ROOF DECK l J A U SHIELD UNDERLAYMENT AT r A U T 4 rc-a 10/30 08 s c8 f ISSUED T� Tc-ate � O ZBA < NFR Q / ALL RAKES VALLEYS t 2'O" � •i c 0' BEYOND FACE OF EXTERIOR e �ry �y ROOF DETAIL 3 07/01/'oe ISSUED T 2 0 8 „ - O ZBA NFR �.0 WALL AT EAVES 2 05/19/oa ISSUED TO BUILD DEPT. NFR 2 �ry Q/�Gry 1 05/o2Po8 ISSUED TO OWNER NFR 2 /� REV DATE DESCRIPTION BY L-3.1 TL-3.1 A� ALUMINUM �R , 8 g�a�ti ARCHITECTS, P.C. SUTTER (TYP) ALUMINUM �p p\'L P.T. WOOD BLOGKIN6 PROVIDE OVERFRAMED RIDGE VENT ALUMINUM A5 REQ'v. FARM NGDALE, NEW YORK 11735 rc-as CRICKET AS REQUIRED / (TYPJ SUTTER (TYP) I" ROOFING, NAILS o 12" o.G. (MAXJ TEL:(516)420-8383 FAX:(516)420-0195 MODIFIED BITUMEN JOINT COVER THESE PLANS ARE AN FLASHING PLIES INSTRUMENT OF SERVICE PROVIDE ICE 4 WATER AND ARE THE PROPERTY SHIELD UNDERLAYMENT SLOPE OF THE ARCHITECT MODIFIED BINMEN VALLEYS a 2'o" IELD a°o°o °oo °oo b 2 / AT ALL RAKES, I/4" FT. MIN. F PLIES ALUMINUM FASCIA INFRINGEMENTS WILL BE ROOF PLAN T`-3' PROSECUTED BEYOND FADE OF > EXTERIOR WALL AT - PROJECT EAVES a CONTINUOUS HOLD SANTORINI - - N a DOWN CLIP MEETING HOUSE _c c ROOF DRAIN COVER AND - 3800 DUCK POND ROAD N CLAMPIN6 RING CUTCHOGUE, NEW YORK 11935 ROOF PAVER P.T. WOOD BLOCKING, MODIFIED BITUMEN STRIPPING STACK VENT -VA --- I' AS REQ'D. 3 PLY IUMNER CLAMPING RIND) EMBED ASSfWATE I °�� 6ALV. METAL DECK DRAWING, ROOF PLAN AlD DETAILS v, SURFACING IN FLOOD COAT BRUSHED 4 PRIMED t 4 LEAD caxr.wlcvecP v/++rrer- o o a a MODIFIED BITUMEN FIELD PLIES ', �''6�'s9'°°^0"� - -- CEMENT BOARD TRIM AS o BRUSFFA AND PRIMED 5" SET IN FLASHING CEMENT nmcxrosle`TMxsbrei i 0000000aooa o o �,�t�ta6Abe errlM ____ - - SPECIFIED (TYP) t N I LEAD i MEME MEMBRANE PROTECTION BOARD MODIFIED BITUMEN STRIPPING PLY IN. MODIFIED BITUMEN FIELD PLIES s+n neu.`nw CONTINUOUS CLIP ANGLE m -- --- - _--- R1610 INSULATION I Nem bsx DATE 3Aq/OH DRAWN BY 505 RI61D INSULATION NEW CEDAR SHINGLES (DOUBLE SCALE AS NOTED CHECKED BY � MODIFIED BITUMEN FIELD FLIES ROOF DECK yore COURSE) ON AIR INFILTRATION PROJECT SHEET BARRIER 071I26A1 6 OF 2q 5/6" EXTERIOR 6RADE GYPSUM DRAWING NO. TAPER H 511 E ON 24" SHEATHING ON EACH SIDE TOWARD m MAIN HEAD ROOF DECK BARRIER INSULATIONGE NTERIOR FAPOR - � � _- _ •�,;'' F N ROOF DECK O ROOF DRAIN DETAIL MODIFIELD EITUMEN ROOF DETAIL ROOF STACK VENT DETAIL ROOF DETAIL ROOF EDC ING SYSTEM D3" = 1 •.� 11 s = , 13 N N W N N m N C NEW ASPHALT 5HIN6LES: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD T.O. TOWER PEAK DECORATIVE COMP051TE PANEL- SEE DETAIL 4/TC-2.1 _ _ _ _ _ _ _ _ T.O. TOWER PEAK AT ELEV. 48'-9"+ "CULTURED STONE" FACING. OWENS CORNING, DECORATIVE COMP051TE PANEL- SEE DETAIL 5/TC-2.1 AT ELEV 48'--°I" CLASSIC SERIES. 1 5/4" THICK 12 ?_' =c, _ I' I� hL, NEW CEDAR SHINGLES (DOUBLE COURSE). MIt1'`'T 12V - FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. wwDOw NOTE: =rr Lri � I,J -iir1� - r� kT S' w I- FINISH: CABOT BLEACHING OIL # I-G. (TYPICAL) NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, coNFIRM THAT rH1s wlNDow THEETWEEN _ DEEP SHADOW. COLOR: DRIFTWOOD CONFIGURATION WILL FIT B 4 RQQF PI - - IT 'rh �r-7 _ SJ_ r _ - - - - STEEL COLUMNS T AT ELEV. 3 9u± - Y J-r LTnL ! I FITTTI ITnLu 1,I.TT '7 11 r1 s +� 1L -: r lir' ,,. _ - ROOF PEAK_ Y II LI l r: 1 ,- - - -- T L .I �, I u L '_;I -- b _ I' � h_ AT ELEV. 3? 9 L- - _ NEW CEDAR SHINGLES DOUBLE COURSE = t. iT a -1 1 L -1 n T�� r - .1. ( J' Tflf I- LJ rT_ � frll lyll�,� �I . I - II 'llrr r � lr Ili ' li - I MAIBEG FACTORY STAINED EASTERN J I '� i -_I _ _- - �_ �- r,Ll f rl II I I I I IT -CI I I I I I I iI �, I IIIII tti- r�,i_i i' ' 1 1, .i 1 Y��15� �:T,l � 'I Irr r I __ _ _ _ _ - - _-_ _ _ -'- r i rT WHITE CEDAR 5HINGLE5. FINISH: CABOT r 'r,-1 - = r =1 r nL1 I �4µ 1 t+} ,_ 3_I��-�+-L, I,I NE -- IT - - 'L 1 ri 1 FIF I I_L II L- I rf - "' LI_ d L , r+IL I r:=, __, y ,t,I r I I us � _!' , _ W CEDAR SHINGLES (DOUBLE COURSE). t - - - r, -, BLEAGHIN6 OIL G. (TYPICAL) - T `_ + l ,I MAIBEG FAG TL ®®® i - r TrT ,- J 1— —JIt,I tr FACTORY STAINED EASTERN r 11!I- - �I'- r1 I. I J-Z' � 1 ~` ' I �-1 ' I ,- I IrL ' - 1,, 1 � , I_ - WHITE CEDAR 5HINGLES. FINISH: CABOT i _ r: I I it li' I� � - — _- - --rr1 {ili ��❑ 'Lr� LI_L ,I I ' I I - ' •-r'i--Ii r';-�'� ti _ - �r,fi--T�' i I�i� ,Tr ' -Jr+1 f �{-r'`�YtTr I ' ,I,- �I�i..i r� � I�+' L- - T �;iT ! 4.I - - L`TCi�TT� 1 -i r 1-j 1 - 1 -I 17T7I - --_ - µ r -: BLEAGHIN6 OIL # -G. (TYPICAL) ❑ ❑ ❑ T,ILTr - � r - - � '� - 4_{'r�� I f:f _-�. I-':I'i �rT , r I 'I �i� a ''I i -i-- L r ,7 �I - ��'-i_ III -' r - ', Z -' r ; I' L I�`r,rT1 4rrs� 1r+. I , �� 112 - 1i'-i , I, I ' - ' n -r - _ - __ -T - ,r-r� i --i _ __ - ' I.; ' - - I-- I ' il?r, I i-Srirr "-,I ___ -- -'- - - - - ® �;i. 1 - N - I' ..� __, r I i`�I i_ LI _IJ_I 1lil 1,I_ TTII ' InT� 1 I I I -_ -� - I I { I - T.O. 3RD FL SLABRm a -- T T, - r l_IT ;�__ ,+,r r - r u- L;_ _ r' - z _ _ T.O. 3RD FL. SLAB u} -__ - "- -�_- - -I-I I' - _�T= - ',-_-, =-_ III ITIIInJ IILI,�r r1 f T' r� rI r1 'II h "- BSI C _ _� - i VF�� TTII I I I Il _ ' I _ _ - - r� _ I'I_- II �1�� 1 �y '`- I �'' --- I�_-_ - _I_- � ; Ir I ' I �_I_I I - _ AT ELEV. 24'-O - - - 111, I -z- � - I "7 � r IJ_ il_f- _I11ILCLII -C -' _ JI I11I _ IJ_ 1111T Sr�n'IT __I C �II�I_ L -.- L_�-_}_ - __-L -�_LJ_IT f I Ii - _ _r_ -I _ _I_I_L_i _ ' __ _ -, _ _1 - L,l_1. 17Lft_ - = J- _,r T_ 1 - - 1i RI'�fl_,fl II i , llr,r11 IIII L ',T IR IIIL ' T I - I T- - � 1 'T' - -, - - i ALIT I_LLLI Li T- _ LI L _�_, L- -- _ITII _ TIT -L, _-_,_ ITL ] IIILrr LILT IL II II. I II 1 T � � �_ __ I-_ 1,=1 LI I IITITTT�_I1�L _ i_I _I � Trl-LL I I I I � _ �_f '�Ii I�-I`'J I ' ' • _EMERGENCY OVERFLOW STORMI r r �� I rl 12 i � 1 � I L I � L w1 1 _ n -_ - = LnT - LL_ I-I, L� ' ® r1 4 I DRAINAGE OUTLET (SEE PLUMBING I - u -I1 _L1_I L LI TL - Tm�LTL T. T, rT'I I Li' r DWGS. FOR LOCATION B ROUTING T r- TF L. T7 n rT 1 -r_1, +�- �� 1_ T L_I, J CI TSTTI T T1i n J I7 II- 1 "I`T'- _'_ I -'�'i�,� II Ir17S1-L.i 'TI_-11- - �'I - T.O. 2ND FL. SLAB I TL111 I L � I �'J_I I_I -`< 1' I I I '1L IfLfT I - LLI I 1 41-_ _ - - - l - -'I__ __ --- J L n I ' TI i-f I' 'I r I� - -CTr --i I,I Ll 'il_, - III II II II-I-_ _ _ I - _ 11 �11I7�' IC1 ��=�- _' �_ ILLi J L17111_I frl_LJ 1JJ 1_I fl _ - .I r�`� I I IIII r_.. I II, _T-T1 T=1 f1 '�I_II1LI �LL`LI IlJ=1T_ _II -Iffn�-I-I I�I�I�I L � ELE�T-O° AG-= Z 1� � _h�L- I,I ' -�- -�J-_ -- - -L -1 -= - _L -rrI`II r�I n-`_J_rli Ilii I- I'?- T_f-I 'I II'I_I-,_ f �__ - ,� _ _ L -ISTf L- -f_ -- - u - - - _ _ _ _ - L _h T.O. 2ND FL. SLAB _ ,I, - s - - -J -IT _ _ I IL-I_I - Ti IST _JII I_ TT rI _ LI-I I� I Irrr� u AT ELEV. 12 -O * � _� I I I+L I u _ _ ]- I- F _ T.O. GONG. SLAB - - � - I �'' IT - - - - - - I - r I- ❑ L _ �®❑ z- ._-� _ _ - li � E 711 _ 1 �t I� =1- � I I I - 1 TTTr_I-I I ILnT II I I I I I ' _ I��TIrIL 1L r-rIr11 '�T�a I ` 1- 1 1 ®I L 1Tu rI_I u21r' - � � � _I- I-� - L -�. L�-'_- L-. T� - -C' � T = IIIIJ ❑ _ J_ I III1 -[TI I 'II fL Ii1L 11I1III- =�fL'�I ILI � - TI -, 0 L ' - T 1-I - I I t_ _ -- I �'I-r_ ?I I, I I I I II�o III I I I r I _ l_� _ I -fr-C�L,IIL�l1 _ - ' 'I, f II,III _-- 111' TI I - C r,rll _ _ TrJ-I r 0 0 - ` r _ _ F- i SL T IITII nrts�ll II T l L _TI 11 L ,, I rlrn II _-I-_ - T.O. IST FL. SLAB r_ 1 - - - - Iz T - -I '- - iT-I _ T.O. 15T FL. SLAB - u l-L Y AT ELEV. o' o° 4 0 I I T; n AT ELEV. 0'-011 a � - - - - - � - - - - - �� - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �" GRADE � IT NT�4 0 , - - - - - - - - - - - NOTE "CULTURED STONE" FACING. OWENS CORNING, "ROCK CREEK" 51MULATED SWING-OUT OVERLAY SEE To-6.4 FOR WINDOW PLAN DETAILS, CLASSIC SERIES. 1 5�4" THICK CARRIAGE HOUSE WHITE GARAGE DOOR BY RAYNOR. SEE TG-e I FOR WINDOW 5GHEDULE EIF5 SYSTEM OVER DEN5GLA55 GOLD FOR 9'-O"W X &-O"H OPENING. I-GAR WITH X BUCKS B EXTERIOR SHEATHING, OR APPVD. EQUAL WINDOWS (5-OVI PANE ARCHED) WITH FLEUR-DE-LIS STRAPS, FLEUR-DE-LI5 HANDLES (BLACK). ENDURAGO �L E V W T I O N WHITE POWDERGOAT TRACK AND HARDWARE. NOTE: 1. TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. 22'-O") rT.O. TOWER PEAK _ _ - - - - - - AO ELEV. PI 9� 11 4 AT ELEV. 4b' q"- + 2' EQ 4" Ea 4" I_ a Ea. 4' Ea. 2' I" I" NEW ASPHALT SHINGLES: OAKRIDGE =x� fair - rI "- ,` '' I, PRO 50 AR, DEEP SHADOW. NEW CEDAR 5HINGLE5 (DOUBLE COURSE). MAIBEG LI Fy=l ' is-L11 -1 'r COLOR: DRIFTP4000 N FACTORY STAINED EASTERN WHITE CEDAR 5HINGLE5. "CULTURED STONE" PAGING. OWENS + �r:_I,r i�_r� I'--". `'"err }''�1 -'I T' ROOF PEAK FINISH: CABOT BLEAGHIN6 OIL # I-G. (TYPICAL) CORNING, CLA551C SERIES. 1 %4" THICK ROOF PEAK m ry 7 T ELEV. 37 -9 ± 2 AT ELEV. 3"I'-9"± 6 01/14/10 ISSUED TO OWNER NFR a - s - 5 of/I ISSUED TO OWNER NFR - NEW ASPHALT 5HINGLE5: OAKRIDGE — h � ' - 4 1o/ao/oa ISSUED TO ZBA NFR rI PRO 50 AR, DEEP SHADOW. 3 07/01/08 ISSUED TO ZBA NFR- I r iTn� �J u I COLOR: DRIFTWOOD r__ -' Y -- Lr ' 2 o5/lsroa ISSUED TO BUILD DEPT. NFR I I 1 as/oz/oa ISSUED TO OWNER NFR rI I'I i I-,r1_ ❑ I iTu'I i' IIIiL'I ' I ) I �' - � -1 IIII Qe NEW CEDAR 5HINGLE5 (DOUBLE COURSE). rtrI MAIBEG FACTORY STAINED EASTERN WHITE ELEVATION QUARTER ROUND SECTION REv DATE DESCRIPTION BY T T r TI _I_I,I'I 1 . '' - ITT T - -+' CEDAR 5HINGLE5. FINISH: CABOT BLEACHING COMPOSITE EHASZ GIACALONE OIL # 1-0. (TYP.) � XTRIOR PANEL DT/� IL MouLDI"O (TYP.) ARCHITECTS, P.C. T.O. 3RD FL. SLAB I" = o � : � _ _ T.O. 3RD FL_. SLA� I' THICK AT ELEV. 24'-O"± AT ELEV. 24'-O"± GOMPOSITE 431 CONKLIN STREET r - - +, T - I - I _ n7 �'_ T _ t-T; _ _ I_ LI_ = I PANEL - WHITE 11.I u I n_ L C T [TTI n r - I u rl -LI L11 n- -I 1_I I T T_ TT `;I'- FARMINGDALE, NEW YORK 11735 Tn ' _I TTrr_ T T u T SITE RETAINING 1.11I I ` Tl LI- L',,L' `1 n 1� I ET -TI I IIr _ rTi a-I ! -,I T,rI s;ur�TrT TI_,I LLI 1,I TEL:(516)420-8383 FAX:(516)420-0195 _I_LLi l l 1I� 1=CI _ I r sl r - -I - TI � IIII I-I TL _ I WALL SEE SITE I ''' I I LLLI� 1I _I r1 ls_r -L IT-LL sL L - THESE PLANS ARE AN T�ITr� - L ❑ �II'r 1 r' I' 2`a' 4„ NSTRUMENT OF SERVICE T- 1 Tti T rr, ZL -LI I DRAWING TFrI I III T 1 cl L 17I r-F i I 11 ❑❑❑ ❑o❑ ❑ -� _ 1 �I I- 4 L LrI _ 1 rv } AND ARE THE PROPERTY uTIT�TT[T TT _'TL i _' I I I_L I _ _ I_,__ T I f _ EE 1 � OF THE ARCHITECT o❑°°❑ oo °oo lfl_ 111_Il fl��l_II �1ILIS_ I I11 I,I 11� 1�IL1 L.r CI ;i1 II 1_ _ = i Imo ' II � T 12 -- I' i _ TT- TI„ ab 5/4" THICK _ INFRINGEMENTS WILL BE 11T'T' T.O. 2ND FL. SLAB 0 PROSECUTED T.O. 2ND FL. SLAB r AT ELEV. 12'-O"± COMPOSITE PROJECT AT ELEV. 12'-0"t I i = nIrTI` I'TI-T T.O. GONG. SLAB PANEL - WHITE 3 Q SANTORINI -r7 AT ELEV. +10'-0 Y ry \ MEETING HOUSE L _ -. ° THICK 3800 DUCK POND ROAD -r- J - `- - _,_ - r - �' `? -��___ -- '_ -L _ _ _ __ _ I� �I �_I GO CUTCIIOGUE, NEW YORK 11935 L f -'II ' L _ 1__ _ PANE OSIWHITE -- _ - I _ _ w- _ - _ Si - J Tr 1 I L o DRAWING ELEVATIONS I _I ROUND ___ QUARTER E o - - - - - - -- - - COMPOSITE e L L I T.O. IST FL. SLAB _ r ,-= i -r. - ? T.O. IST FL SLAB h MOULDING (TYPJ AT ELEV. 0'-0'I —� I AT ELEV. 0'-O" Y w_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - - - L - - - � - - - �4 GRADE ` - DATE 3na/oe DRAWN BY scs U SCALE ASNorev CHECK2DBY rr� r I1/2" 1112" I" EXTERIOR HANDRAIL "CULTURED STONE" FACING. b" # PROJECT ml�ol SHEET a OF 29 EIF5 SYSTEM OVER MOUNTING BLOCK- OWENS CORNING, CLASSIC DEN50LA55 GOLD EXTERIOR ELEVATION SECTION DRA G NO. SEE DETAIL 8/TC-5.2 SERIES. 1 5�4" THICK SHEATHING, OR APPVD. EQUAL " �NOR7H-WEST ELEVATION � ��LXTERIOi� PANEL DETAIL N NOTE: a a c I. TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. 22'-0"). Tc `v w 3 v N N W N A m N C T.O.—TOWER PEAK T AT ELEV. 48'-9"± _ _ _ _ _ _ T.O. TOWER PEAK AT ELEV. 48'-q"t NEW ASPHALT SHINGLES: OAKRI06E PRO 50 AR, 2 2� DEEP SHADOW. COLOR: DRIFTWOOD 12 L2 ROOF PEAK r 12 AT ELEV. 5T-9' t a p _ _ _ _ _ ROOF PEAK 1.2 AT ELEV. 57'-q"+� 12 ap 12 TO. 3RD FL, SLAB T AT ELEV. 24'-O'' _ _ _ _ _ _ T.O. 3RD FL. SLAB AT ELEV. 24'-0" ap T.O. .2ND FL. _SLAB T'F a T AT ELEV. 12'-0. - �' �I m T.O. 2ND FL SLA-B h T.O. GONG. SLAB P m AT ELEV. 12'-0'' Y T AT ELEV. 10'-O" in NEW CEDAR SHINGLES (DOUBLE COURSE). SITE RETAINING WALL SITE RETAINING WALL ® ® MAIBEG FACTORY STAINED EASTERN WHITE BEHIND BUILDINGY (SEE SITE DWGS.) 4-1 CEDAR SHINGLES. FINISH: CABOT BLEACHING (SEE SITE DWGSJ MIN. OIL # I-C. (TYPICAL) CLEAR L "CULTURED STONE" FACING. OWENS CORNING, ��T.O. IST FL. SLAB _ _ _ _ _ GLASSIG SERIES. 13/4" THICK T AT ELEV. O'-O" Z _ _ _ T.O. IST FL. SLAB— h q g AT ELEV. O'-O" Y L — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — K-j--�NORTH ELEV,47I0N Ilk T._O_. TOWER PEAK T.O. TOWER PEAK 1 AT ELEV. 4b'4'i - - - - - - - - - - - - - - AT ELEV. 48' 12 2 12 2 "CULTURED STONE" FACING. OWEN5 CORNING, Q12 GLASSIG SERIES. 1 3/4" THIGK NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, K � � � DEEP SHADOW. COLOR: DRIFTWOOD �ROOF PEAK NEW CEDAR SHINGLES (DOUBLE COURSE). MAIBEG ROOF PEAK LEV. 3T-1"t FACTORY STAINED EASTERN WHITE GEDAR SHINGLES. AT ELEV. 3T-q"+ r 12 Qa FINISH: GABOT BLEACHING OIL # I-C. (TYPICAL) 7 NEW CEDAR 5HINGLES (DOUBLE GOURSE). MAIBEG 12 6 01/14/10 ISSUED TO OWNER NFR FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. a p 5 01/23/09 ISSUED TO OWNER NFR FINISH CABOT BLEACHING OIL # I-G. TYPICAL 4 1o/3o/oe ISSUED TO ZBA NFR 3 07/01/08 ISSUED TO ZBA NFR NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, 2 05/19/08 ISSUED TO BUILD DEPT. NFR DEEP SHADOW. COLOR: DRIFTWOOD 1 05/02/08 ISSUED TO OWNER NFR REV DAT E .AIN T.O. 3RD FL. SLAB 1 II I T� i DESCRIPTION BY - - - - T.O. 3RD FL. 5L B- A AT ELEV. 24' O" - - - - - Ar ELEv. 24'-o EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET ?Ii III P —ifill FARMINGDALE, NEW YORK 11735 a p 1 1 ! ' �, I� l Il+ TEL:(516)420-8383 FAX:(516)420-0195 1�1i ; ! L ��i'I 1; THESE PLANS ARE AN Trrn- : eTiirr r� rrr; uuin , INSTRUMENT OF SERVICE T.O. 2ND FL. _SLAB AND ARE THE PROPERTY o�� goo ❑ OF THE ARCHITECT o°o°o °Do `G°o�o AT ELEV. 12-0" 111 1111 1 1 1 Ili I 111 11111111111111 Ili 1111111111 1 _ _ _ T.O. 2ND FL_SLAB � INFRINGEMENTS WILL BE Y PROSECUTED TOGONG. SLAB AT ELEV. 12, O" PROJECT r AT ELEV. 10'-0" SANTORINI N YY ® ® — MEETING HOUSE o 3800 DUCK POND ROAD "CULTURED STONE" FACING. OWENS CORNING, curcxoGua, NEW YORK11v3s T.O. 15T FL. SLAB L�� GLASSIG SERIES. �4" THICK DRAWING T.O. I5T FL. SLAB Ar ELEV. 0 - - - - - - AT ELEV. 0'-0" - ELEVATIONS - - - - - - - - - - - - - - m A / /� DATE 511q/oa DRAWN BY sus � S�H—EAS IT FLENZATION SEE SITE DWGS. FOR SITE GRADING IN THIS AREA SCALE ASN07ED CHECKED BY NFR N PROJECT 012e.01 SHEET q OF 29 0 o NOTE: DRAWING NO. I TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. 22'-011). a'o F f c a m 3 a N N m N A m N C NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, NEW ASPHALT SHINGLES: OAKRIDGE PRO 50 AR, DEEP SHADOW. COLOR: DRIFTWOOD DEEP SHADOW. COLOR: DRIFTWOOD NEW GEDAR SHINGLES (DOUBLE GOUR5E). MAIBEG FAGTORY STAINED EASTERN IJL WHITE GEDAR SHINGLES. FINISH: GABOT T.O. 3RD FL. SLAB BLEAGHING OIL # I-G. (TYPICAL) NEW GEDAR SHINGLES (DOUBLE COURSE). MAIBEG AT ELEV. 24'-0 ' FAGTORY STAINED EASTERN WHITE GEDAR SHINGLES. FINISH: GABOT BLEAGHING OIL # I-C. (TYPIGAL) 1.2 yyyyyyyy 7.0 2ND FL. SLAB AT ELEV. 12-0" — — �� T.O. I5T FL. SLAB AT ELEV. O'-0" — — I I I 1 II I H "CULTURED STONE" FAGIN6. OWENS CORNING, "CULTURED STONE" PAGING. OWENS CORNING, GLASSIG SERIES. 13/4" THICK GLASSIG SERIES. 13/a" THICK PART WE57 ELEVA IION 2 PIARo, EAST ELEVATION 8/Ib I O T_.O. TONER PEAK r AT ELEV. 48'4'i <EY FLAN NEW GEDAR SHINGLES (DOUBLE COURSE). MAIBEG FAGTORY STAINED EASTERN WHITE GEDAR SHINGLES. FINISH: GABOT 7 BLEAGHING OIL # I-C. (TYPIGAL) 6 oln4no ISSUED TO OWNER ]BY 12 5 01/23/09 ISSUED TO OWNER a 4 1013010e ISSUED TO ZBA 3 miov08 ISSUED TO ZBA 2 aen9/08 ISSUED TO BUILD DEPT �T.O. 3RD FL. SLAB ____ — AT ELEV. 24'-0° 1 osiovoe ISSUED TO OWNER REV DATE DESCRIPTION EHASZ LONE ARCHITECTS, P.C. 431 NKLIN STREET FARMIMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 T.O. 2ND_FL. SLAB — THESE PLANS AT ELEV. 12 0" INSTRUMENT OF SERVICE °°°° un-110 ❑iAND ARE THE PROPERTYom I F THE ARCHITECT ❑°❑ ❑❑ INFRINGEMENTS WILL BE PROSECUTED MEN PROJECT SANT N MEETINGHOUSE m 0 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 T.O. I5T FL. SLAB -- E; ELEV. O'-0" DRAWING ---------- -- -- -------------- -- ELEVATIONS "CULTURED STONE" PAGING. OWENS t CORNING, CLASSIC SERIES. I 5/4" THICK DATE 511glOb DRAWN BY ses m PART SOUTH ELEVATION SCALE A5 NOTED CHECKED BY NFR 3 PROJECT SHEET OF OII2a.Ol 10 2q H 0 ,o---- DRAWIN NO. t GR� /ice n o N L m N n 0 F 0 8 v rn 3 0 'v m rn m 'm rn m 2 3 ROOF PEAK _ _ _ _ LFORBALAKOF _ _ EOTIONJNOTE5 OF 12 8 ROOFING GON5TRUGTION: 12 ASPHALT ROOF SHINGLES OVER 30# BUILDING FELT 8 OVER 3/4" GDX PLYWOOD OVER 1 I/2" GALV METAL q DEGKING OVER METAL 'a FRAMING 5Y57EM PROVIDE IGE # WATER SHIELD 24" BEYOND INSIDE FAGE OF STUD WALL E AT / — - ALL EAVES 4 VALLEYS 3 - � I um MTL. EDGE TRIM i - ---- ---�' I"X" FIBER CEMENT i THIRD BOARD FLOOR i - I- I - - - - EL, 24' 0" i !� ALUM. GUTTER i �' \ �'JJUUJUJ�ULLUJ JUUIWI�LUU U '- UUU��IUUIUU UUU !I � �UU_IAII U hI . , � BREAKOUT U�_L-LU-LL_ U� U_I!__ - _ a - - _IJ � - T EL, «I'1'-B 3/4' STAIR CORRIDOR ROOM _ II LANDIN6 - .0 _ ." _ - ULJ U UL_LLJ-� -rfi L LLLII III IIIL m O 0 -� V-- _ I-I��I I � U VENTED FIBER ml E O - ALUM. LEADER 24 tJ � � L J L�LL Lhl - NT SOFFIT _- v - H J - -1 -I -�-�,-H _LLI - 11 , ''a°'dl-rcl' li dl R-19 BATT INSULATION BETWEEN STUDS W/ a LILIU� iI J L u - VAPOR BARRIER ON INTERIOR FACE a. .. - ti,,. . .... ... ... . .. J1JLI ` LI II -LI_I�I L- -i L�I_ - -llll NEW CEDAR SHINGLES (DOUBLE GOURSE) ON SAND FLOOR _ � �C�l�lg AIR INFILTRATION BARRIER. ` , � ' . ILIII�IIIIII�llTlll�lllllllllill�l i�El1 Y E DETl'11 L m Z. L ; — 1ljj�— II—fir Z I� 1I IL� TL l l l Z =111=111=1II-1Ti=��' =ll— =1 ff=1 I T7 .,�LANNIIN6 _ �1 li III III H� � T EL. *5'-6 3/4" STAIR CORRIDOR PANTRY = = =III= Ewl ® _ ® =N=111-LI q �' III-1ff=11k a � ••: . 1=III=III=' ;', IIIIIIIIIII�I FIRST FLOOR E�,D'_o All -- I;'d mo BU 1LD 1 NC SECTION T.O. TOWER PEAK `r EL. .43'3" - I I GOLLAR TIES I I I i T,O. Elevator Shaft («I2'-3" A.F.FJ I �2 YEL «4 THIRD FLOOR CEILING («H'-O" A.FFJ I 2 7 oaneno ISSUED TO OWNER NFR�llll�l 6 olna/io ISSUED TO OWNER NFR — 3 5 av23/os ISSUED TO OWNER NFR 4 10/30/oe ISSUED TO ZBA NFR 3 o7/ovoe ISSUED TO ZBA NFR { 2 o5/Ts/oe ISSUED TO BUILD DEPT. NFR _ I � � r�lr�lrmnnl 1 05/0210e ISSUED TO OWNER LIFIR THIRD FLOOR - -- REV DATE DESCRIPTION BY EHASZ GIACALONE CURVED STEEL I I _ ARCHITECTS, P.C. TUBE (SEE STRUCT. DW55) 431 CONKLIN STREET II � -- TER IN 4DAL, N FAX 6RK 1173 195 �U U � H. G. VIEWING SPACE — THESE PLANS ARE AN �14 ROOM R 4) —__ INSTRUMENT OF SERVICE �I TYP. Fo 5TO I ® I ___ AND DTHE ARCHICC PROPERTY o°o°o 00 °oo qP -- INFRINGEMENTS WILL BE �, 1 PROSECUTED SECOND FLOOR I D � ' PROJECT o. � — — — � � � � � � � • � �� . � �%'�•��: I-1 I I-ll=1 I I-1 I I-I=1 I I-11J.—III I- _ _ _ SANTORINI MEETING HOUSE o ;; -)ll=)ll—II1=1I1=1I1��=1II—II1=1I I—III N CURVED STEEL I I ;, III I I_ 3 SOO DUCK POND ROAD v TUBE (SEE PA55EN6ER ELEVATOR =III—III=III=III= =III=III=�i CUTCHOGUE, NEW YORK 11935 c 57RU6T. DW55.) IIIIIIII IIIIIIIIIIIIIIITIIII1 111 III— r —III—�—III—III- DRAWING � ". I=III=1 I I=111- 3 OFFICE I - - 6ANEiROOM STORAGE =�=i- EIUILDINIS SECTIONS III I III= c I III 111 1' I—III_ IIIII DATE DRAWN BY m m-r FIRST FLOOR(DATUM ELEV.) z c — . . lR- - - - . . .. , . ,. . ...•� .- . _. , .,. ,-., .., ., ., . . . . , . ,. .,- -... � ' 111 O 555 -TEL. -0'-0' —I SCALE A5 NOTED CHECKED BY NFR PROJECT SHEET OF 2q TI II Q o : II DT z8.D1 u N I 4„ I a v I1r DRAWING NO. Tff2-O - g I 'i' I BOT. OF PIT $ Q �Pgo nRp r FFF . 1111 hiT . m o " ® ELEV. -4'-O ' J 5� qpo c�ecy��FOJ, m I 'ry I PROVIDE WATER PROOFING BOARD 3 5EALER N x ` SUMP PIT (T (P.)- SEE 5TRUGT. DWGS. o 3 STLD I NO SECTION NOTE iP F 3 pFZW n s Y THE St PtE = I'-p" I. TOP OF SLAB EL. O'-O" U.O.N. (DATUM EL. N N Ot N A m N C O O O O Q O O O ._� THIRD FLOOR _ _ _ _ EL +31P _ _ _ _ — _ _ _ _ Xwp -I 2 _-I Lp - m CORRIDOR �1I 1 III �I o EwYl IIL__-__ I T,O. DECK I --- - -_ - - — 5 EL. 24 8" I �-I-I I L- D I J I'III G-3.1 THIR FLOOR EL I � MULTI-FURF06E JANITORS CLOSET/ 0 II L� - ` LEwl OBBY ® li�RRIDOR ST sORAGE _ _ SECOND FLOOR SECOND FLOOR I -- - - TO SLAB EL T.O.5LAB E• ,I _4�� I I o I lol _ L- � -�I---- -=JGRADE -- _ - BILIIDO IN6I 100 _ DATA CENTER CORRIDOR STORAGE l0 SITE RETAINING WALL SEE 51TE Dales FIRST FLOOR (DATUM ELEVJ ;- II I-III_=I I I I I I _ I I I I T.O. DEPRESSED SLAB _ 1=III=III=III=III=III=III=III=III=III=III=III=III=11I-III-III-III-III-I11=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III=? I I j I- -I -I - I- '- - I'- - - I _ - I - - I - I -1 -I -I I I� I - I- -I I- I-I -I I -I I- I- - I I-1 - I - I - -I I ---�I-I -I�- I-I�I-� ,-_I=_ -1'� �'�� =� MITI`=III=III=III-III=1111=III=1111-III-'III 1111=III=III=III=III=III=III=III=III=1111111=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III=III=III=III=III=III=III=III-III-III-III-III-III-III-III-III - - hO o O E3UILDINO SECTION 7 6 ov14rlo ISSUED TO OWNER NFR 5 01/23/09 ISSUED TO OWNER NFR 4 10/30i08 ISSUED TO ZBA NFR 3 07/01/08 ISSUED TO ZBA NFR 2 05/19i08 ISSUED TO BUILD DEPT, NFR 1 05102/as ISSUED TO OWNER NFR REV DATE DESCRIPTION BY O 6 00 EHASZ GIACALONE 1— �r ARCHITECTS, P.C. ^ - 431 CONKLIN STREET i 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 I OF THE ARCHITECT ❑°❑ ❑❑ ❑❑ INFRINGEMENTS WILL BE r PROSECUTED JJ I I \I PROJECT I I I I I I a g r o.sreEL I I SANTORINI EL. +10 O v MEETING HOUSE I r I I 3800 DUCK POND ROAD o BOHEADER N EL. +'I'-O" I'1 _ 5/8" TYPE X' GYPSUM CUTCHOGUE, NEW YORK 11935 a UNDERSIDE OF LIGHT GAGE METAL ROOF DRAWING 5TORAGE �I vN — I 'l Its ICI II I '1I TRUSSES; 9" R-50 B ATT NSULATION ABOVE BIJILDIN6 SECTIONS mo FIRST FLOOR I' uM ELEvJ -- DATE 5119/0e DRAWN BY 555 E � -I� -_-1I1- - -i - - - - SCALE As NOTED CHECKED BY NFR E EQUIPT. STOR F - 1 T -I -- , L r, ,l „-, TI PROJECT 07i2bOl SHEET DOF 29 IL N „ DRAWING O. N r 2 5UILDINO SECTION 1/4" = Ib" P; m 3 v N N m N N m N C LIGHT GAGE MTL. FRAMING SYSTEM e. ROOF CONSTRUCTION ASPHALT SHINGLES OVER ROOFING FELT ' OVER/," ODX PLYWOOD OVER I Y;' MTL. DECKING OVER METAL FRAMING SYSTEM H015T BEAM (SEE f I STRUCTURAL DW55) STEP FLASHING AS - 1— ----- - -- - - SPECIFIED (7YP) -- - _ --. - - _ ----_ - - 5 TG-4 I I I I I _,, THIRD FLOOR (EILIN6 EL +32'-0" B z \ HIGH METAL RAILING RO OF PAVER "' -r - _ PROTECTION LAYER U TAPERED ROOF INSULATION (R25 MIN # 60 P51. MIN.) m PITCH Ye" PER FT. (MIN.) TYPOC1; O O ,QMODIFIED O, O ST �AG 1 3 UMEN ROOF SYSTEM (TYP) T F_ GALV. METAL DEGKING (TYP) 9 I iI II CULTURED STONE COPING 4" CONCRETE SLAB CEMENT BOARD TRIM AS u SPECIFIED (TYP) _h THI-RD FLOOR _ TREATED WOOD BLOCKING - - --- (TYP.) I I POUR STOP (TYP) 5 _ TG-4.4 ®EL k1C \ � ROOF LEADER- SEE PLUMBING DRAWINGS 6" 5ALN. 18 6A. METAL HR. SPRAY ON FIRE STUDS ® 16" O.G. (TYP.)PROOFING 5/g" GYP. BD ON 2 I/2" �� R-1-1 BATT INSULATION W/ MT . 5 UD L T I6" O.G. TYP I I _ l ) VAPOR BARRIER ON INTERIOR J �i STEEL BEAM (SEE FACE CEDAR SHAKE SIDING ON AIR 5TRUGTURAL DW65.) o ��1 � • __ INFILTRATION BARRIER CLIP ANGLE ROOF PAVERS 5/8" EXTERIOR GRADE GYPSUM III /� y� I 42" HIGH METAL RAILING SHEATHING o I�� K®l�7 ROOF DRAIN MULTIPURPOSE ROOM _ (SEE PLUMBING DWSS.) 2O2 ROOM TAPERED ROOF INSULATION I I ,L' '�� A U �, O, J, �Q G y, 0 6 V O, A 0 (R25 MIN. $ 60 P51. MIN) 24 PITGH)'e" PER FT (MIN) TYP s /e" GYP. BD. ' PROTECTION LAYER SILL SEAL (TYP) (TRIP G)TED WOOD BLOCKIN 4" CONCRETE SLAB VINYL EASE _ J ` - - - CULTURED STONE COPING SECOND FLOOR I _ '•. J, SECOND FLOOR PATIO _ - TO. 5LA5 Y _ EL +@ O QI - ..... _ .. CEMENT BOARD TRIM AS SPECIFIED (TYP) 3 7 05/18/10 ISSUED TO OWNER NFR I I r MODIFIED B R R51D 1NsuLg71oN ITUMEN ROOF • '.r • TG-Ls 6 01/14/10 ISSUED TO OWNER NF srsrEM (T P) 5 01/23/09 ISSUED TO OWNER NFR c_4.4 GALV. METAL DEGKIN 4 1013oro8 ISSUED TO ZBA NFR G (R-25 MIN) (TYP) � ROOF LEADER (SEE PLUMBING ATTACHED TO -HOUR RATED WALL THE UNDERSIDE 3 o7/ im ISSUED TO ZBA NFR DW65.) ASSEMBLY (TYP) OF MTL DECK w/ 2 osnsioe ISSUED TO BUILD DEPT. NFR IMPALING PINS 05/0210e ISSUED TO OWNER NFR R-19 GATT INSULATION W/ VAPOR SUSPENDED 1 BARRIER ON INTERIOR FACE ACOUSTICAL GEILIN REV DATE DESCRIPTION BY 0 0 ]' ill REINF. CONC. FOUNDATION WALL - EHASZ GIACALONE SEE 57RUG7. DW55. FOR DETAILS DATA CENTER -' � CULTURED STONE VENEER O2 ARCHITECTS, P.C. E.M.R. i O��IGE CONC. RIrg1N1N 431 CONKLIN STREET wgLL -0, FARMINGDALE, NEW YORK 11735 IIS 114 (SEE 517E DW65. GRADE nw �4 CONCRETE 51DEWAL TEL: 516 20-8383 FAX: 516 420-0195 .- -I L-ITI-__- (SEE 51TE DRAWING) ELEVATOR PIT _ �x 1 -1 , THESE PLANS ARE AN LADDER " C`I �T T(•-'lll s INSTRUMENT OF SERVICE �0 /e" GYP. BD. AND ARE THE PROPERTY a ---- ■U❑ ❑■ ❑■ m 6 �„ r[,I„I fj, : OF THE ARCHITECT ❑E❑ ❑❑ ❑❑ VINYL BASE INFRINGEMENTS WILL BE 4" CONCRETE SLAB , _ -- RAISED COMPUTER, SYSM PROSECUTED -:;I,I,I:::: '; �. FLOORING SYSTEM PROJECT FIRST FLOOR _ �, FIR5T FLOOR — SANTOitl1V I a Y EL_ +O.-O:: — I __ _ _ -T l� _ , , • = 1 • YEL. +0'-0' .•T' . MEETING HOUSE �++ 8" GONG. FOUNDATION Q - AB.® DATA(ENTER _ a • O t-'1 T• g -,_. N r ... = ` T.O. GONG.5L V' WALL (REFER TO ° I L-��II -�f�- 11111 -Trl ��II- 1J= r�iIII IT�11.lu �� li 1� -II ��T IT�-�1Ylj ...fl..�� l ��,u�J� �IT�'11r TEL. -'-O" •6 ' ',•- a ^'; " CU 3800 DUCK POND ROAD1935 STRUCTURAL DW65.) -T ATERPROOFINS MEMBRANE W/ '- - - -, - I 1 -!i a TCHOG W YORK 1 - 2ROTEGTION BOARD COVER ; 11 T- rl III-III If �).�� 3 6, - 5' P .]]l '17 [f1..Jf. 91 rL III�L- T�1ll �I->L II '' DRAWING 1tl= II - L� o PROVIDE WATER a 6' -1 ` a PROOFING BOARD ... 1 f- ALUMINUMPIRO CRATE FRENCH RIGID INSULATION •'..",n. II__t(fl:ll" L�L;��:I�.LI �. l l_LI LI 'I I� �I�ILI -rutr-,I11=� v L SEALER _ ::.. •+'' '-j-Jl-]_( r 1 -}-'dl REINF. GONG. SLAB WALL SECTIONS $ 2'-O° -1,_,I'( OVER SUMP PIT (TYP.) DRAINAGE - SEE SITE DRAWINGS FOR Iz VAPOR BAR GH DRAIN - CONNECT TO SITE A ' 111 1I.�dl R1ER it T1' �1 11 BOTTOM OF PIT - 7- DRAINAGE RUN LOCATIONS TAMPED POROUS FILL tm • -- '• _ - I�11-17y-� J,. -4_O• - • �I �. 11rt�l- YEL DATE 5/1a/O6 DRAWN BY 565 = 2'-0^ x z'-o^ x 2'-0" D „-P SCALE A5 NOTED CHECKED BY NFR SUMP PIT (TYP., SEE " STRUCTURAL DW65.) " -' PROJECT 0112E.01 SHEET 13 OF 21 n • VAPOR BARRIER loo NALL SECTION DRAWING NO. WALL SECTION -ARC_, �a ire P-O" ya�Ppo�ciacq< Foy,. y 0 ca � E a N N m N N m N C LIGHT GAGE METAL ROOF FRAMING SYSTEM (5EE STRUCTURAL DWGS.) ROOF CONSTRUCTION: ASPHALT 5HINOLE5 OVER ROOFING FELT OVER 9/" GDX PLYWOOD OVER 1 /2" MTL. DEGKIN6 OVER METAL FRAMING SYSTEM BATT INSULATION (R-30) PROVIDE 24" PERIMETER ICE DA 8 12 WATER SHIELD 6' SEMI-PRIVATE VINYL FENCE WITH VINYL LATTICE TOP SECTION 1 42" H16H METAL RAILING BEYOND --TAPERED ROOF INSULATION (R-25 MIN. d 60 P51. MIN., TYP.) MODIFIED BITUMEN ROOF 1 SYSTEM (TYP) 6ALV. METAL DEGKIN6 (TYP) REINF. GONG. SLAB L_LL__L -- - P.T. WOOD BLOCKING (A5 REQUIRED) 1 I CEMENT BOARD TRIM AS THIRD FLOOR SPECIFIED (TYP) Y EL. -,24:_0:: — — - 1 ALUM. 5U77ER 6 LEADER (TYP.) CLIP ANGLE STEEL BEAM (SEE 571;ZU67URAL D1,465) 3 6" GALV. 0 GA. METAL TG-L5 STUDS 9 I6" O.G. (TYP) - .. ............ ..... ...... .... _......._ ......... ..... ......__..- ......-__. .. ._.__ ......... -. ....... --- . . ............ ASPHALT SHINOLE5 R-19 BATT INSULATION ROOF CONSTRUCTION. W/ VAPOR BARRIER ON INTERIOR FACE OVER ROOFING FELT OVER 3/a' GDX PLYWOOD CEDAR SHAKE 51DIN0 ON OVER I YY MTL. DEGKIN6 AIR INFILTRATION BARRIER OVER METAL FRAMING SYSTEM t,�G p _ (SEE STRUCTURAL DWGS) MEET�N6 DOOM - _ _ - _ OY1/2' EXTERIOR GRADE GYPSUM SHEATHING RIGID INSULATION (R-25 MIN) ATTACHED TO THE WEATHER-RESISTANT ACOUSTICAL MPAL NO DEN SIDE OF MTL DECK W/ PANELS TO DAMPEN HVAG STAINLESS STEEL HANDRAIL - - EQUIPMENT NOISE AND BRACKETS b (i � H.G. VIEWING SPACE rl .- lf��-� - SILL SEAL (TYP) PROVIDE SHIELD PERIMETER ICE DAM E (TYP. FOR 4)—� /-r, ( �j ,?' '� WATER SHIELD ��— � MTL EDGE TRIM /1 may, ALUM. GUTTER 4 LEADER (TYP.) L � _E - T.O. 6ON6_5LA5 OND EL`12 FLOOR -- , ro' q EL X" FIBER CEMENT EMENT BOA RD 6: L 6A. METAL 1_ ...... _ 05/18/10 ISSUED TO OWNER NFR R-15 BATT INSULATION W/ VAPOR 6 ovta/10 ISSUED TO OWNER NFR • ' III —III . I I I _ I - I - BARRIER ON INTERIOR FACE CONC. SLAB I 1 ISSUED TO OWNER NFR I/2" EXTERIOR GRADE REINF. 4 10/" L'( I_ I 11 ""� I III= I 0/3 GYPSUM SHEATHING 5 omom ISSUED TO ZBA NFR GALv. rAL DECKING III ....III_-- III ,-- III _ I I III ."" 3 07/01/08 ISSUED TO ZBA NFR (TYP.) AIR NCEDAFILTRATIONDBARRIER 2 05/19/08 ISSUED TO BUILD DEPT. R -) I,— ,�,--- I I '-:.:.-; L-.:...,I 1- i I ALUMINUM FLA5HNG (TYP) 1 o5/ovos ISSUED TO OWNER NFR DOOR HEAD TRIM AS SPECIFIED TYP. NF +" -- REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P .C. CREEK" SIMULATED RAY CARRIAGE HouseWHITESAAOF DOOR BY 431 CONKLIN STREET FARMINGDALE, NEWYOR K 11735 FOR X 8'-O'H of5 TEL'(516)}20-8383 FAX:(516)420-01 AR 95 W GAMEROOM 5T0RAGE STORAGE WINDOWS (3-OVER-3 PANE ARCHED) Ill I— WITH FLEUR-DE-LI5 STRAPS, THESE PLANS ARE AN '"" 'III= I'"" 112 FLEUR-DE-LIS HANDLES (BLACK). INSTRUMENT OF SERVICE I03 _ -i ENDURAGOTE WHITE POWDERGOAT E THE PROPERTY E71 or1j'a ❑iI I III AND R-ITRACK AND HARDWARE' INFRINGEMENTS WILL BE o °- I_I ( ( _ PROSECUTED /d' PREMOLDED FILLER (TY1 PROJECT "',• III-- ( ASPHALT DRIVEWAYNA7ERFROOFI SANTORINI -SEE SITE DRAWING a _ G HOUSE OTEGTION 6 TAMPED POROUS FILL (TYP) BOARD COVER c , iis•nib N FIRST FLOOR — CUT HOGU W YOP-K 11935 Y .L........ MEMBRANE W/ PR T� --I DUCK PO o EL. +O'-O" . U E NEW ND • " " " • REINF. GONG. FOUNDATION I - 38 111� I._. WALL (SEE STRUCTURAL �- 11 'I-�I�� '.tl i� 11(1 I r a .. DRAWING 1 1=I �-�� ll llj -- DWGS. FOR DETAILS) i I t I�.,,�[, I -i I1I�l -�I� Y�I1]J� - -- - --- 1 -- 2" RIGID INSULATION �� /� m REINF. CONC. SLAB II I� I1LL SECTIONS v VAPOR BARRI ER -_i FRENCH DRAIN TO CONNECT c TAMPED POROUS FILL -1 -- ��;---�,� �SI SITE DRAINAGE (SEE SI'—� ;�,', �.� TE DWGS. FOR DRAINAGE REINFORCED GONG. FOUNDATION WALL :? ��--�r-j - RUN LOCATIONS) + ' :3 (SEE STRUCTURAL DWG5) DATE 3/1q/og DRAWN BY 555 - SCALE A5 NOTED CHECKED BY NFR C -R m PROJECT DT�2e.o1 SHEET 15 OF 21 � ON A I WALL SEGTI ON ^moo PFCFI DRAWING NO. N4LL SECTION N 1/211 a I'-O" i m 0 S YOF THE S�F�y 3 a N d Ol d N C TOP OF ROOF DEL. +44']it 12 5 ROOF CONSTRUCTION: SOUND ATTENUATION ASPHALT SHINGLES OVER ROOFING 12 1 -� 81GHT GAUGE METAL STUDS FELT OVER 3/4" GDX PLYWOOD _ OVER I Y,' MTL. DECKING OVER METAL FRAMING SYSTEM (SEE WALL TYPES) ONE HOUR RATE 2 ' RIGID INSULATION GYP. BD. EACH SIDE - SHAFTWALL A5c LAYER 5/8" FIRE-RATED SOUND ATTENUATION - GOORD w/ GY m y BATTS (R-50 MIN.) TYP. MANUFACTURER' z LIGHT GAUGE BUILT-UP �1-- FOR SPAN GAPF m a o 5/all M0157URE RESISTANT < HEADER NOSE JAMB BY ELEVATOR °GYP. BD. FIRE RESISTANT `., r `E "' .� MANUFACTURER TYPE 'X' (TYP) G LAYER 5/8" FIRE-RATED YP o =iry rc I N05E HEAD BY ELEVATOR (1) LAYER 5/b" FIRE-RATED j, BOTTOM OF SOFFIT a EL. +BT-10 I/2" 1, I� _ J MANUFACTURER GYP. BD. EAGH SIDE 2 YY EXTERIOR GRADE GYPSUM SHEATHING -- - -�_ 5 STEP FLASHING G 5 ODE AIL Q ELEVATOR HEAD ODETA I L © ELEVATOR JAMB -�ry b ry L TYP. © 5 HOIST BEAM (SE 5 Tb4, STRUCTURAL BE CLEAR HO15TWAY nJr CON I I THIRD FLOOR CEILING META DECK OVER GRADE CONCRETE SLAB ON EL 13YV - , ELEVATOR PLAN �a a z _ --- SILL SUPPORT LAG BOLTED SILL SUPPORT LAG BOLTED rcm ` TO STRUCTURE TO STRUCTURE SOUND ATTENUATION EE BATTS ') 8" GONG. FOUNDATION WALL z LIGHT GAUGE METAL STUDS ° (REFER TO 5TRUOTURAL (SEE WALL TYPES) DW65) (1) LAYER 5/8" FIRE-RATED v PROVIDE WATER PROOFING GYP BD EACH SIDE BOARD 4 SEALER CLEAR DOOR OPEN H015TWAY " SIDE AT 2ND 4 ALIGN AT FLOOR EGOND FLOOR WALL ONLY Oy DETAIL @ ELEV>470R SILL ODE7A I L ® ELEVA70R SILL THLRD FLOOR — I Ind[x - 10 - , 1" a J I I rv � o SMOKE TIGHT (TYP) ................. _ 5 4 rc-4.4 u 1= ALIGN I I 6 I I rDOOR OPEN 51DE AT BIRD FLOOR UBNA1TER PLAN (TPn ELEVATOR • 3RD FLOOR 1/2" = 1.-0" 7Y55EN KRUPP I I FLEETNOOD 21 MODEL ONE HOUR RATED HORIZONTAL 5HAF7WALL ASSEMBLY, UL # U415 o - COORD. w/ GYPSUM BOARD '- MANUFACTURER'S REQUIREMENTS FOR SPAN CAPABILITIES I I T I I TG-4.4 DOTTED LINE INDICATES 30"x20" DOORWAY ON ADJACENT WALL (SEE BRD SECOND FLOOR_ — FLOOR PLAN) EL. +IZ-O' ` ' a 7 05/18/10 ISSUED TO OWNER NFR I _I. ° 6 ov14110 ISSUED TO OWNER NFR 5 ol/23/os ISSUED TO OWNER NFR — — 4 to/3o/o8 ISSUED TO ZBA NFR - 3 07/01/08 ISSUED TO ZBA NFR I I 2 o5/ts/a8 ISSUED TO BUILD DEPT. NFR EXTRUDED 1 os/o to ISSUED TO OWNER NFR o ALUM. TRACK I-HOUR RATED WALL m REV DATE DESCRIPTION BY ASSEMBLY (TYP.) 1/2" THRU BOLT (lYP) EHASZ GIACALONE THIRD FLOOR -.- .. -- - KALE ARCHITECTS, P.C. p Y EL. +24'-0" n I I _-__.- __ PROVIDE SOLID 431 CONKLIN STREET w LOCKING ADDER SUPPORTS ALL P FARMINGDALE, NEW YORK 11735 a 2 I/2" x We'llTEL:(516)420-8383 FAX:(516)420-0195 i FLAT BAR THESE PLANS ARE AN SMOKE TIGHT (TYP.) INSTRUMENT OF SERVICE° ° -HOUR RATED WALL m 3/4" DIA. RUNGS AND ARE THE PROPERTY �01, I'LIL A55EMBLY (TYPJ i? W/ PLUG WELD (TYPJ `? OF THE ARCHITECT o°o°o OE °Eno J s o a o INFRINGEMENTS WILL BE ELEVATOR PIT o o o PROSECUTED LADDER (SEE DOTTED LINE INDIGA7E5 DUMBWAITER GAR LL m ;o DAIS. q rc-4.3) m e 50"x20" DOORWAY ON o f o PROJECT ADJACENT WALL (SEE 2ND �- TG-4.4 FLOOR PLAN) - a 4" CONCRETE SLAB o enR"$X�3G8'EBENT SANTORINI o _ 3 WELD TO LADDER, MEETIIVG HOUSE m J, FIRST FLOOR — a ;p _. - _______ __ a %,. I J jc�<��YSi��" MACHINE _-------_ 1 2' EXP. BOLT TYP 3500 DUCK POND ROAD 0 p 8" GONG FOUNDATION •c•,�� Q Mill CUTCHOGUE, NEW YORK 11935 N AT; , ��!.- ! ACCESS DOOR MACHINE WALL (REFER TO �: :y�)� �;;��;: b PIN. FLOOR (SEE FINISH SCHEDULE) m STRUCTURAL DWG5.) `'`� F7`%T` ® (TRAVELS Vd/ GAR) - DRAWING 4 SEALIN BOARD PLANS, SECTIONS DETAILS p 3 ELEVATOR 4 DUMBWAITER $ 4 SEALER ALUMINUM GRATE am ry TRACK SETS .2OVER SUMP PIT (TYP) '_0" 4' GONGRETE SLAB ON FLOOR BOTTOM OF PIT _ SECOND FLOOR DATE 3/w/08 DRAWN BY AAD Y EL a'-o" a UDDER DETt'tA I L FOR ELEVATOR PIT SCALE ps NOTED CHECKED BY NFR 'ro o• < MACHINE ROOM oT2b.01 lb NF ~ ry PROJECT SHEET OF m SUMP PIT, NOTES- IN D (SEE - I �" 1. GRIND ALL EXPOSED WELD5 DRAWING NO. $ STRUCTURAL DWGS) _ . SMOOTH 4 PAINT ALL SURFACES - OF LADDER 4 BRACKETS. `6SEa�D a ROy�rF tL 2. PROVIDE SUFFICIENT ANCHORAGE "G yp' IIIIIIIIIIIIII.Ak AL AL DUMBAN TER SECT1 ON 4 BLOCKING TO WITHSTAND A 1100 /I� ° am a , " ELEVA70R SEGTI ON I/2" = I'-O" LB. LIVE LOAD WITHOUT ANY I* 1 DISTRESSING IN THE CONNECTION, 3 yOF FHE ST NTE o m rn d 'm rn d c SEALANT (TYP.) P05T BASE GAP F+ VINYL FENCE P057- 11 INSTALLED AS PER + ` MFG. REGUIREMENTS. METAL GAP FLASHING P.T. WOOD CURB BLOCKING MODIFIED BITUMEN PROTECTION LAYER FLASHING PLY CONTINUE ROOF PAVER 11 OVER CURB EACH SIDE � % 1 % MODIFIED BITUMEN ROOF SYSTEM (TYP.) CANT STRIP I, V 1 "1 MODIFIC-D BITUMEN 4" �� / 1 ROOFING SYSTEM MIN, 1 7 Y TREATED WOOD BLOGKING TYP.) 42" HIGH METAL RAILING 42" HIGH METAL RAILING -r VINYL PENGIEAA17H ROOF DECK VINYL LATTICE TAPERED ROOF INSULATION P.T. WOOD BLOCKING PAVERROOF TOP SECTION (R-25 MIN, 4 60 PSI. MIN.) (TYP.) PROTECTION LAYER ROOF PAVER 1 TAPERED ROOF INSULATION PROTECTION LAYER nGURB DETAIL @ Y I NYL FENCE (R25 MIN. 4 (50 PSI. MIN.) TAPERED ROOF INSULATION PITCH Ye" PER FT. (MIN.) TYP (R-25 MIN. 4 60 PSI. MIN., TYP) MODIFIED BITUMEN ROOF MODIFIED BITUMEN ROOF SYSTEM (TYP) SYSTEM (TYP) GALV. METAL DECKING (TYP) m £ GALV. METAL DEGKIN6 (TYP) CULTURED STONE COPING T� i TG-4.5 I"X" FIBER CEMENT BOARD TREATED WOOD BLOCKING _ THIRD FLOOR PATIO , - - — - - EL. a24'-b" Y _ (TYP.) -.- . .. - . ..E . ... :. .:.:............ THIRD FLOOR POUR STOP (TYP.) IL • ` — R-19 W/GATT INSULATION VAPOR EL. •24'-0" BARRIER ON INTERIOR FACE pig- r CEDAR SHAKE SIDING ON AIR ur�rz INFILTRATION BARRIER 1/2" EXTERIOR GRADE GYPSUM SHEATHING ROOF LEADER- 5EE PLUMBING DRAWINGS 6" GALV. 18 GA. METAL STUDS 0 I6" O.G (TYP.) 5/8" GYP. BD. ON 2 I/2" MTL. STUD ® 16" O.G. (TYP) A \ STEEL BEAM (SEE / STRUCTURAL DWGS) o CLIP ANGLE h MODIFIED BITUMEN ROOF � � � SYSTEM (TYP) AL_ ROOF PAVERS MUI�� `�UI��O� STORAGE 42" HIGH METAL RAILING ROOM 2� ROOF DRAIN (SEE PLUMBING DWGS.) 'U r) U C�1"O 2O2 TAPERED ROOF INSULATION (R25 MIN. 4 60 P51. MIN) TYP PROTEGTION LAYER CULTURED STONE COPING T TREATED WOOD BLOCKING (TYP) GALV. METAL DEGKIN6 (TYP) SE ONO FLOOR PATIO _ SECONO FLOOR__,L _ SECOND FLOOR 1_T.O..SLAB _._ - , .,. _• .., _ - ...: .•w { EL. ill'-O" POUR STOP (TYP.) 1/2" EXTERIOR GRADE GYPSUM SHEATHING n 7 o5m8no ISSUED TO OWNER NFR GALv METAL DEC KNG (TYPJ 6 ova/ao ISSUED TO OWNER NFR DIPS SYSTEM OVER DENSDLA55 GOLD EXTEROIR 5 01/23/09 ISSUED TO OWNER NFR SHEATHING, OR APPVD. R-19 BATT INSULATION 4 io/3o/oa ISSUED TO ZBA NFR EQUAL. .• y•• W/ VAPOR BARRIER ROUGH OPENING "" - ON NTERIOR FACE — —$ 3 o7rovo8 ISSUED TO ZBA NFR CULTURED STONE VENEER EL. 7 5/8' 6^ GALv. Is Ga. METAL 2 osns/oe ISSUED TO BUILD DEPT. NFR STUDS ® 16" O.G. TYP o 0 1 05/02/08 ISSUED TO OWNER NFR CULTURED STONE VENEER BEYOND s/e" GYP. BD. (TYP LI ) REV DATE DESCRIPTION BY TREATED WOOD BLOCKING (TYP) EHASZ GIACALONE DATA GENTEP, DATA CENTER EIF5 SYSTEM OVER ARCHITECTS, P.C. m DENSDLA55 GOLD EXTEROIR 102 SHEATHING, OR APPVD. O2 431 CONKLIN STREET EgUA . FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN SEE SITE PLAN FOR INSTRUMENT OF SERVICE RAISED COMPUTER RAISED COMPUTER AND ARE THE PROPERTY °°°° FAM110 ❑i GRADE, FLOORING SYSTEM FLOORING SYSTEM INFRINGEMENTS WILL BE °°° °° PROSECUTED FIR5T FLOOR • s' . •! 'r . . •.. . . , �. — EL. +O'_O" - _ E R5TFLOOR L. EL. -I'-O° TO.GONG.5LA8, i DATA PROJECT O T.O.GANG. SLAB. 6 DATA LENTE. R ,� SANTOMWI Ali ill IIl T 1 �l 1II [ 1t! I� ll 6 T )1 - r Y EL -I-o° ALENTER $_ — MEETING HOUSE (n III Ilk--ll- 1 J Ill-Li i - 11-Ilf Il Jl Li - 1 _ l-lll 111 111- 11f T 1T lI �I- I,.-11 '`ill r 1ll L 1 Ili �I1 ll.6i It 111 :111i ' Il iltll 3800 DUCK POND zOanhl - Lj ; „ILE 1. ( CUTCHOGUE, NEWPORK1 1935 REINF. GONG. SLAB (SEE STRUCTURAL ��I.�>'Lr—,(I - -rlf�7_L�1� I�iFaT�-1� Ilr, (:,--tf�-�I�il 7I .�I ir•- n--�I --rll-- 1=-I r-- I�'r�ll�r� TII � t -11F. �r jl4 Illtf„111 ci • „ . . —1 DRAWING v DWGS. FOR DETAILS) REINF. GONG. SLAB (SEE STRUCTURAL Lq DWG5. FOR DETAILS) ,' _ ---jy VAPOR BARRIER VAPOR BARRIER WALL SECTIONS d Nd �' •''-x ' - TAMPED POROUS FILL TAMPED POROUS FILL DETAIL m L MEMBRANE W/ PROTECTION BOARD COVER DATE 5/1Vob DRAWN BY sGs 'A ^ 'c 2" RIGID INSULATION W,4LL S�GTI ON SCALE AS NOTED CHECKED BY NFR NALL SEC7I0N PROJECT ��801 SHEET IT OF 2q N I DRAWING NO. �REo ARC,, O I G ?I y o rNF THE Si Ptk' N N m m N m N C CONTINUE RATED -- - - - WALLS TO UNDERSIDE I F ) OF ROOF SHEATHING FIRE-RATED GONTINUE RATED - - GYP. BD. OF LROOOSHEATUNDEeHSIDE NO - - - - �- EA SMOKE TIGHT (TYPJ I-HOUR RATED WALL SMOKE TIGHT (TYP) ASSEMBLY (TYP) 5EE WALL TYPE5 N (DWG. TG-6.3) � I THIRD FLOOR EL. +24'-0` 10 G-5.1 SIM. OPP. �- _ SMOKE TIGHT (TYP.) GEILING INDICATED ' �V AS DOTTED LINE FOR PURPOSE OF CLARITY DOTTED LINES =_ ' — INDIGATE STAIR TO THIRD FLOOR BEYOND \ 4e PLATFORM q TREADS a 11" PLATFORM ' \ - - - TGS SIM -_ - �, _ LANDING I 10 TREAD5 a II PLATFORM A LANDING — — — _ — � 'I'-3 I/2" EL. +IT'-5 5/4" ` I Q1- `� PLAT ORM EL. +I"1 - I I/2" 0 STEEL PIPE / � . RAILING (TYP, SEE i - - DWG. 5/7G-5.1) :o / _ - _ THIRD FLOOR ,L o / -- 400 i � r m ® I-HOUR RATED WALL A55EMBLY (TYPJ N SEE WALL TYPES TO-5.1 -HR. SPRAY-ON (DWG TG-63) a �NP)PROOFING RAILING (TYP., SEE - i �\ 1 1/2" 0 5TEEL PIPE I-HOUR RATED WALL7 .- 6 ' DWG. 5/TG-5.1) ,q ASSEMBLY (TYP.) `-_- - -- 4" CONCRETE SLAB I i SEE WALL TYPES TG-5.1 I — m SIM. ENI STAIRS W/B (DWG. T (2) LAYERS m ' V G-6.3) OPP_ s w SECOND FLOOR_ - \ I \\ _ SECOND FLOOR \ \ 6 FIRE-RATED - Y EL. +p'-O" �,` \ EL. +171 A� GYP. L ON T A METAL STUD FRAMING O.G. (PAINT) �, ' �^ 4" CONCRETE SLAB SMOKE TIGHT (TYP.) ry LANDING �,L GEILING INDICATED AS DOTTED LINE FOR a s �- 7SMOKE TIGHT (TYP.) - r _ ® PURPOSE OF CLARITY � � �� v � / N 5-1 q TREADS ® II - - PLATFORM T � \- SIM. Opp. '^ N I� I rc per' 4 LANDING I - LANDIN6� - - 1 1/2" 0 STEEL PIPE - - o RAILING (TYP., SEE -- - - DWG. 8/76-5.10 n I I _ �_ - _ SECOND FLOOR,L n Y r IA ® I-HOUR RATED WALL A55EMBLY (TYPJ b m SMOKE TIGHT (TYP.) N SEE WALL TYPES rc TG-6.3) O II _ . ]-HOUR RATED WALL ASSEMBLY (TYPJ --- ---- -- - 4" GONGRETE SLAB SEE WALL TYPES DWG. TG-63) S7AIR SECTION FIRST FLOOR _ ° ° ° FIRST FLOOR (o 1/2" = 111 EL. +0'-0" s EL. +0'-0' EO. 4 1/5" Ea. 7 05/18/10 ISSUED TO OWNER NFR 51-011 ° 2" RIGID INEUALTION TG-5.1 6 of/14/10 ISSUED TO OWNER NFR WALL BRACKET 1 I/2" DIAMETER (PROVIDE 50LID cONTINUOU55TEEL PIPE 5 B1/23/09 ISSUED TO OWNER NFR ST>°t I R SECTION STD I R SECTION REINF. AT ALL RA1LIN5(YP) 4 10/I ISSUED TO ZBA NFR �J WALL BRACKETS) o^ 3 lo7iolim ISSUED TO ZBA NFR _ . I" noslny II" tread (min) 2 105119108 ISSUED TO BUILD DEPT. NFR 1 lowousl ISSUED TO OWNER NFR 1 1/2" 57EEL PIPE RAILINB REV I DATE I DESCRIPTION BY TO BE PRIMED 4 PAINTED YP) EHASZ GIACALONE K K LANDING ARCHITECTS, P.C. T I/4" rc-s.l T 1/4" rc-s.l 4'-q 3/4" 4 1/8" T'-3r2" 5'-q 1/2" o nosin tread ° / \ o 431 CONKLIN STREET GONG. FILL 4a 4a o R ® u' EA. 4a o' 91 (min) r Bo' FARMINGDALE, NEW YORK 11735 A Ba ` x STL STAIR PANS TEL:(516k}20-8383 FAX:(516)420-0195 4a RUBBER SAFETY E / UP ANGLES / THESE PLANS ARE AN ' - TREADS , 41 5'-q 1 4 T/6' q 1/1 s q 1/2° 4'-q Bla" DN STARERUM THE OF SERVICE m 6 AND ARE THE PROPERTY moo D 41/6" ry rc-sa / METAL PAN STAIR / I F THE ARCHITECT oo°o GONSTRUGTION / INFRINGEMENTS WILL BE 'T I.s _ �- K160 RETE FILL PROSECUTED STORAGE 4a 4a cnsi e: I I/2"•I'-0' �� STRUCTURAL STEEL CHANNEL '1 1/2" 4 1/8" T 1/4" 302 ry a CLIP ANGLE EXPANSION BOLT (SEE 5TRUOT. DW65) PROJECT IT'I 5/4" 4115' 5:F I/2" -9 I/2" 4 T/8" / a w < 4 T 5" w METAL STRIN5ER SANTOR [NI m 4 > 4a ® 4NO HOUSE a m 4 n5T,41 R DET,4 I L MEET3500 DUCTK POND ROAD ry _ r,;�TION IsPL,4TFORM CUTCHOGUE, NEW -YI 11935 3/4 - I 1 DRAWING STAIR PLANS, SECTIONS, OD A 4 4 4a FIRE NSR AND DETAILS o TG-5.1 ry 40 TG-5.1 0121 BL1 V2' mK (G AourslDEJ EO'D STEEL ~ p 5T IR ry y. STAIRS, 5 PIPE RAIL ry ^ O Q 13 DATE 5/1q/oa DRAWN BY 565 in m ,� �I I TG-5.1 rn h c m .�" TOP OF RAIL MOUNTED SCALE AS NOTED CHECKED BY NFR �L° a 54" A.F.F. 0 16" 0.0. ATTAGHED HANGER WIRE c 1153 RUGNRE To 5T ABOVE PROJECT 0725.al SHEET 1e OF 2q .6 �Q�' GAST IRON INTERMEDIATE _ a a SUPPORT BRACKET �— EXPOSED TEE DRAWING NO. o _ � BYPSllM WALL BOARD SUSPENSION SYSTEM 3„ ". ) . `. .... i . .,-, . _.-°- ' :°:.- ED nBp y (SEE WALL TYPES SHEET) _ q > FIRST FLOOR SECOND FLOOR THIRD FLOOR CTILE ORNER BEAD (TYP.) EXPOSED scHE�U STAIR PLAN 2 STAIR PLAN 3 57*AIR PLAN a RAILIN10 DETAIL SOFFIT DETAIL I T t" v I/4 I O 1/4 I O I/4 I1 3 VI I� I I/2 - I1 .(r Jf THE 51P�.s"' N Np N N O N C I' I I/2" O.D. STEEL FORMED TREAD AND RISER TUBE RAILS PANS OF STEEL SHEET (7HIGKNE5S AS REQUIRED) WITH 4 5/8" DIA. STEEL FAGTORY APPLIED SLIP AND TC-52 BAR PICKETS = 31/2"MAX. PROJECTION WEAR RESISTANT COATING 4' /2" O.D. STEEL 141 I STAIR FLIGHT STRINGER z-- MAX, TUBE RAILS '-�� ilo FiElllli 'iTll-_E Eli IICI - -I III O (J I I/�"9 PIPE RAILING (PAINT) I O O CEMENT BOARD TRIM AS — SPEGIFIED (TYP) - - -- - \ D O FORMED TREAD AND /4 I" RISER PANS OF STEEL / \ O O MIN. SHEET (THICKNESS A5 - -- - REQUIRED) WITH FACTORY APPLIED --- SLIP AND WEAR STEEL ANGLE W/ FLOOR STEEL POSTS RESISTANT GOATINB.DRIP FLASHINe (TYP.) - GLIP BOLTED TO -- cONGRETE SLAB W/ WEDGE TYPE ANCHORS WALL BRACKET (PROVIDE _ S/PJ° DIA. STEEL STEEL STRINGER _ SOLID REINF. AT ALL SEE BAR PICKETS WALL BRACKETS) TREAD -_ DETAILS 3 _ -� - 5/8" EXTERIOR GRADE GYPSUM 51 I R-19 BATT INSULATION W/ VAPOR BARRIER ON INTEPIOR FACE NEW CEDAR SH NGLE5 j �- (DOUBLE COURSE). MAIBEG - - FACTORY STAINED EASTERN WHITE CEDAR SHINGLES. FINISH CABOT 51-EAGHIN6 OIL # I-r. STEEL STRINGER (TYPICAL STEEL STRINGER GONG. 5IDEWALK (SEE 517E DWGS.) E LEVATIO N SECTION A �LTAIR SECTION ,RAIL TERMINATION ® BOTTOM OF STAIR nTYPIGAL GONSTRUGTION I$ GONNEGTION �1TYPIOAL TREAD DETAIL 6 TG-5.2 4 10'-0" b'-0" L 10'-0" Tc-sue 10 T ® 12" EACH LANDING 10 T ® 12" EACH Ya" DIA PIPE I'L\-'I:_'ll'_'T �r-.G_P'_Ljf=l ITT, O 00 O 00 00 O O O 00000 000 O O 000 O OI I KE 00 O O HANDRAIL INCANDESCENT LOW VOLTAGE STEP LIGHTING- 5EE LIL_11 REFLEGTED CEILING P' T SCHEDULE - - - -- - -__ _THIRD FLOOR PATIO T.O. 3RD FLOOR SLA_ B ELEV. +24'-OII CEDAR SHAKE SIDING STRUCTURAL STEEL ----- - - ON AIR INFILTRATION (SEE STRUGTL PACES) V - --- ---- BARRIER O IU - m - FORMED TREAD AND + TG-5.2 r RISER PANS OF STEEL N ® yrII i'-_b Lli '' II 'I� = TREATED WOOD SHEET (THICKNESS AS 3 - - REOUIRED) WITH K II �� BLOCKING (TYP.) Q FACTORY APPLIED TG-52 N ry N -- -- - -- -- ROOF PAVERS SLIP AND WEAR -- -- - -- RESISTANT COATING. GONG. RETAINING -- -i_ -- - -1 - --_- _ -___ 7 WALL - SEE SITE T I F I III I, II ROOF DRAIN EXTERIOR HANDRAIL DWGS. - ---_ (BEE PLUMBING DWGS.) 6 01/14/10 ISSUED TO OWNER NFR _ MOUNTING BLOCK- SEE O O 0 0 0 O O 5 o1/2a/os ISSUED TO OWNER NFR DETAIL -I/TG-5.2 -- - - - //�� TAPERED ROOF GRADE __-_ - -- - / INSULATION (R-25 MIN. 4 10/30/OB ISSUED TO ZBA NFR CULTURED STONE COPING 4'-O" (MIN) / 7i ILI-u�W- - n-p _ _ _- - _ a Go Psl. MN., rYP.) 3 oT/o1/oa ISSUED TO ZBA NFR NEW CEDAR SHINGLES - CEMENT BOARD TRIM AS ZII1=_III F-1- -1 -WWW CLEAR - --- - - - FACTORY STAINED - Fm-1 1L6m- - -- - r-_ _---_ PROTECTION LAYER 2 o5/19/O8 ISSUED TO BUILD DEPT. NFR(DOUBLE COURSE). MAIBEG SPECIFIED (TYP) WTLIII W- EASTERN wH1TE CEDAR -- - - T.O. 2ND FLOOR SLAB �` secoND FLooR_ 1 05/o2/oa ISSUED TO OWNER NFR Y LI�IDI IIIn _ SHINGLES FINISH. GABOT - i- III (rrlll ID-m Cl — I-m W ul —E �2'-0 � REV DATE DESCRIPTION BY z @ ELEV. +12 O r=1 W ' BLEAGHIN6 OIL # I-G � :-, ,� �� -), . - - IL�W-1L YPICAL) „ ` I1 - i 111 �sIDEWALK �Wm��111 EHASZ GIACALOhJE CLIP ANGLE I- - - - - -- 1 III III EXPANSION BOLT III_- __ 1�ITIWT Lr�F1LF1E m m ID W III m m W MODIFIED BITUMEN TEW �mW LF1L-lll IIIll 1 -UJ-LU m>i 1I��1 \ (Il 111 W ` ROOF SYSTEM (TYP.) ARCHITECTS, P.C. HAUNGH SITE RETAINING WALL L--III :� IW-m-m-_m-11i-----ill-III-Iii-F-T-urWlTl�m I�m�lll�lll - (SEE SITE DWGS.) - •. . ' Illl�mIDm� FhW-W- ' m coNa DECK ON 431 CONKLIN STREET T 1 W-ID-I i(r I=u GALV. METAL FARMINGDALE, NEW YORK 11735 �L-IT_I llu-m�ll . - - =m- DECKING (T YIP.) TEL: 516 20-8383 FAX: 516 42 B.O. FOOTING m_m- W-m C ; III- L=III- SUSPENDED )4 0-0195 EXTERIOR STAIR SEGTION ELEV. MIN. W W= m-W L- _ _ _ =u li' mlrl '` AGOU 61GAL THESE PLANS ARE AN IT11 I_RFLP Vim- INSTRUMENT OF SERVICE 4 6/b - -� BELOW GRADE) -' N AND ARE THE PROPERTY °°°° oi° ❑i OF THE ARCHITECT ❑°❑ ❑❑ ❑❑ 11=p INFRINGEMENTS WILL BE -m- =W-W - PROSECUTED DATA CENTER T m- m PROJECT a Ti1�Tl 102 -'-' ' SANTORINI u o FIREPROOF wooD /\ a-to MEETING HOUSE o BLOCKING AS REO'D \/ _ _ _ -m s/a GYP. SEBID. 3800 DUCK POND ROAD - - 1-W ' VINYL BASE w FIRE PROOF WOOD \'� Ill]-I .. . ` CUTCHOGUE, NEW YORK 11935 v SEALANT (TYP) BLOCKING A5 REOV Im(1 all _ _FIRST FLOOR 1 112" IP (OUTSIDE) STEEL- 1 1/2" b (OUTSIDE) 51 I EL. tO'-0"- — DRAWING 3 PIPE RAIL PIPE RAIL EL �D" — = EXTERIOR STAIR PLANS, N 11W 1 }� = T.O. CONE. 5LA5. a DATA CENTER Q 1 _m , .. . SECTIONS AND DETAILS H FRENGH DRAIN - CONNECT TO _- II-W=1L -III-III-II-W=m-m�l1_hmr111=III-III r I1- v TOP OF RAIL MOUNTED I TOP OF RAIL MOUNTED - -- - - - SITE DRAINAGE - SEE SITE DR,�IWINGS FOR DRAINAGE RUN O ' III W-LI- m 34" AFF 34" AFF 111911-III REINF GONG SLAB U -- LOCATIONS F ID=" VAPOR BARRIC-R DATE 3/111/08 DRAWN BY 5G5 - - rAMPED POROUS FILL SCALE CHECKED BY 'o CAST IRON INTERMEDIATE LhST IRON INTERMEDIATE SUPPORT BRACKET SUPPORT BRACKET AS NOTED NFR WHITE CEDAR EXTERIOR _ _ /\ __ _ _ CULTURED STONE HANDRAIL PROJECT SHEET Iq OF 2q N HANDRAIL MOUNTING 3„ V MOUNTING \ O'112H.01 BLOCK 3„ - " EXTERIORC STAIR SETION _ DRAWING NO. BLOCK O�C� IR RAILING DETAIL O�OIR RAILINO SET,AIh N ® WHITE CEDAR SHINGLES ® CULTURED STONE FACING o ¶ I I 'o rn 3 a N N m N N m N C 4 4 68-2 ° TTb-! O ]A-- 60"x5b"CLEAR FLOOR { 3PAGE AT WATER CLOSET m 63-1 D' A6.1 IBA CERAMIC TILE FLOOR FLOOR DRAIN ri 4 (TYP.) -PSI MR-1' TOILET ' MARBLE SADDLE '-O" 3'-6" 30"x48" CLEAR FLOOR p GB-2 —CERAMIC TILE o CERAMIC TILE CERAMIC TILE 50-1 o MR-I PI �_1 CERAMIC TILE SPACE AT LAVATORY Q 58-1w4j &1LLNOSE (NP) _ BULLNOSE('fYP) BILLNOSE (TYP) _ BULLN05E (TYP) 5D-IMARBLE SADDLE(qT OILET lob30"x48" CLEAR FLOOR 8 - - 5PACE AT LAVATORY _ n , -! "OTILE FF v \ CERAMIC TILE COVE SASE ttP) COVE BASE (TYP) OVE BASE O TILE GERAMIG TILE DOVE BASE (TYP) 6 -I `V � i CERAMIC TILE FLOOR (TYP) D A6:1 B ' 4 0 6PP L 60"1 CLEAR FLOOR •9 P SPADE AT WATER CLOSET �t ELEVATION ELEVATION �ZLEVATION ELEVATION 1/4° = 1 1_O11 8 I/4" = 11.011 D 1/4" = 111 65-2 TTD-I 4 r1TOILET PLAN 4 EL VATIONS FIRST FLOOR 1/411 G' p 3. 2'-II" 2'-II" 2-IN" 1'-II" TOILET PARTITION (ttP) 5D MR-I .TOILET CERAMIC TILEE3 GERAMIG TILE H5-1 CERAMIC TILE FLOO uo° MR-I MR-I MR-I 3'-61, CERAMIC TILE CERAMIC TILE 2A� &1LLN05E (TYP) BULLN05E (TYP) 3'-b' b' 5O"x48"AT AVB FLOOR-`1- - - 5D-I SD-I - OB z BULLNOSE (TYP) BULLN05E TYP) SPACE AT LAVATORY - _ - �.c. 4 A6.1 �B _ _ u - STORAGEDE E 2H A6.1 FLOOR DRAIN " OPP LPL-I �� PI 2G - - - - _ _� o o _ __ o - o MI _ __ _ _ - -1 - - _ _ _- _ 2G r - - ___ ry - ___ - - `n m __ _ J _ -_� - _ `S' 11 INI'-O" DEEP SHELF �BOVE �' _ 6 6 4'-T' - - CERAMIC TILE ACCE55 DOOR CERAMIC TILE 8„ CERAMIC, TILE CERAMIC TILE -158-2 \ COVE BASE (TYP) (TYP) COVE BASE (TYP) Ab.l COVE BASE (1YP) COVE BASE (TYP) Ab - - v � LEVATION ^ ELEVATION ^ ELEVATION ELEVATION < 1call 1/411 = 111 °I EWG-I MA LE 5AD11LE 5'_9" - B 3ON48" CLEAR FLOOR—�__ 5PAGE AT E.W.C. 2P CENTERED ON LOWER UNIT MEWS b" I'-6° 6" I'-6" \ TOILET TD URINAL SCREEN 4 aio � -I65-2 (TYP) III II II III PL. LAM. SHELF MB-I 3 CERAMIC TILE f�-I GERAMIG TILE H� CERAMIC TILE CERAMIC TILE FLOG _ - = BULLN05E (TYP) MR-I MR-I MR-I EGl EG7 CERAMIBULLN05E TILE 4 5'-5" -3 O_ _ 1 -O" I" 5 1" -��, EWG-I o / BULLN05E (TYP) o 0 PTD_I �. OPP. BOOR DRAIN 30"x48' CLEAR T=� 2 2G - - FLOOR SPACE AT - LAVATORY 2E 30"x48" CLEAR cv -r 1_m --r_ _- - __ w - ry __ - r - r - 1 _ FLOOR SPACE AT URINAL CERAMIC TILE ACCESS DOOR CERAMIC TILE CERAMIC TILE D- -_ 5D - � COVE BASE(TYP) (TYP) DOVE BASE (NP) . MR- I UR-I UR-I 4' COVE BASE (TYP) 5'-2" 5'1 ELEVATION ^NATIONS ELEVATION EVATION 1/4" = 1'-3° LTA 1/411 = 111 TOILET PLAN I$ ELEVATIONS � sEcorlo FLOOR b, 6, 1/4" = 111 3'-0" 3'-0" -I I 4_T, I'-6" I'-3" 1'-3" I'-6" FLOOR DRAIN 3 PTD-I PTD-I 3 FI DOR DRAIN (V 5.1 MR-I ' 5'1 -O^ 7 05/18/10 ISSUED TO OWNER NFR p •� CERAMIC TILE MR-I _ CERAMIC TILE ;- -"-- - -- -- -- - - - -- ,-,-- - - L 2 6:2T SD-I BULLNOSE (TYP) 0 CERAMIC TILE 6 01/14/10 ISSUED TO OWNER NFR OULLN05E (TYP) oLET 5 01/23/09 ISSUED TO OWNER NFR 6B-I 6B-I BULLN05E (NP) GB-I o 0 - MR-I_ - - TTD-I •c +' SD-I SD-I TTD-I LET 3A - /_.. b 4 10/30/08 ISSUED TO ZBA NFR 68-z _ a a - o 3 07/01108 ISSUED TO ZBA NFR m n n - -_ - -. - m BUILD DEPT. NFR _ I X / - 2 05/1s/oB ISSUED TO CERAMIC TILE CERAMIC TILE T ILE 1 05/02/08 ISSUED TO OWNER NFR GERAMIG covE BP6E (TYP) covE BASE (TYP) covE BASE (TYP) LREV I DATE I DESCRIPTION BY SEE ' CLEAR FLOOR 60"x56° CLEAR FLOOR EHASZ GIACALONE x56' AT WATER CL05ET 5PAGE AT WATER CLOSET CERAMIC TILE FLOOR ITCERAMIC TILE FLOOR nELEVATION 3B ELEVATION ELEVATION ELEVATION ARCHITECTS, P.C. MARBLE 5ADDLE MARBLE SADDLE 1/4" = I'-O' 1/4" = 1'1 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 30 x GEAR FLOOR 30"x48" CLEAR FLOOR SPADE AT LAVATORY SPADE AT LAVATORY TEL:(516)420-8383 FAX:(516)420-0195 TOILET PLAN I$ ELEVATIONS THESE PLANS ARE AN GTR I C WATER COOLER PLAN INSTRUMENT OF SERVICE THIRD FLOOR I/4" = I'-O" 'T E AND ARE THE PROPERTY goo oi° °i OF THE ARCHITECT °°❑ ❑❑ ❑❑ INFRINGEMENTS WILL BE PROSECUTED U^ IT PROJECT 7I X7URE: LEOEN� SANTORINI a I'-6 5/8" CLEARANCE m L16117 5AU6E MEETING HOUSE m ITEM METAL FRAMING v DE515. ITEM DESCRIPTION MANUFACTURER MODEL No. REMARKS A5 REQ'D. 3 3800 DUCK POND ROAD 0 N CUTCHOGUE, NEW YORK 11935 EWG-I ELECT. WATER COOLER ELKAY ERFP-28G G15-1 GRAB BAR BOBRIGK 5-6806x3b 4" MOUNTING 3 GB� GRAB BAR BOBRIGK B-6806x42 FRAME WIDTH DRAWING R HS-I ST. STL. SHELF BOBRIGK ENLARGED TOILET PLAN, o L-I LAVATORY - OVAL AMERIGAN STANDARD ELLISSE PETITE 0411.039 STANDARD FAUCET W/LEVER HANDLES SINK AND FAUCET ii ELEVATIONS d DETAILS H L_2 LEVER LAVATORY - WALL HUNG AMERIGAN STANDARD ELLISSE PETITE OI24.131 STANDARD FAUCET W/ HANDLES y MS-1 MOP/BROOM HOLDER BOBRICK B-223 3" 5/4" PARTICLE BD. BACKSPLA5H W/ 73 U MR-I MIRROR BOBRIGK B-1658 1836 4 PI-AS. LAM. ON ALL EXPOSED SURFACES DATE 3/19/08 DRAWN BY sGs P7D-1 PAPER TOWEL DI5PENSFR/WASTE RECEPTACLE SOBRIGK B-B69 SOLID WOOD BLOCKING MOUNTING 2 PTD-2 SURFACE MTD. PAPER TOWEL DISPENSER BOSRICK 15-262 F FRAME SCALE A5 NOTED CHECKED BY NFR �- SD-I SOAP DISPENSER BOBRIGK 6-2111 3/4" PLYWOOD W/ PLAS. LAMINATE N? N? ELECTRICAL m 55-1 PEDESTAL SLOP SINK KOHLER K-6114 IRON PIPE CONNECTION W/GLEANOUT PLUG d STRAINER p ON ALL EXPOSED SURFACES ACCE55 PROJECT 01125.01 SHEET2OOF 29 TP-I TOILET PARTITION SOBRIGK 1040 SERIES FLOOR MOUNTED ry c ry PIPE INSULATION ON ALL EXPOSED FLOOR CHILLER SUPPORT DRAWING NO. r TTD-I TOILET TISSUE DISPENSER BOBRIGK B-2555 PIPING LINE TRAY n A.F F. MOUNTING HEIGHT TO TOP OF SEAT FINISH FLOOR 6 BASEQ'�?,,QG-'ci ^ r; < / WG-2 WATER CLOSET AMERIGAN STANDARD MADERA 3043102 1' 5" A.F URINAL FLUSHOMETER VALVE ACCESS DOOR cP WG-I WATER CLOSET (HANDICAPPED) AMERIGAN STANDARD MADERA 3043.102 I'-5" m UR-1 URINAL AMERIGAN STANDARD MAYBROOK 6581.015 MA " A.F.F. MOUNTING HEIGHT TO TOP OF SEAT � s SECTION ® H.G . SINK NOTE, ELECTRIC WATER COOLER SECTION y ` . rn FOR FLUSH VALVE SCE In = li-0„ � '�`P. ". y, 3 - 3 PLUMBING DWG'S. v �f THE �i 'm rn N c II'_0 PROVIDE CABINET FOR DOUBLE HALL OVEN- CONTRACTOR SHALL - / o GOORD C OVEN R G IS- P URA 2E 2 b 2'D 6.2 2 4 Tc6� 2'-O" 2'-0" TC-6. To-22p FULL HEIGHT i W/ WALL OVEN REq'S- PROVIDE I Y - }-- --- TOP GASINET5 d BOTTOM L OVEN D-W. /./ `y DRAWER AS SHOWN 6" 2'-O" rc-6.2 PANEL T'-2" 50LID TOOD(�ALL \ / V RTIG L — SHELVES W/PL. LAM. LINE OF TYPE II ! H o HOOD OVER. E HAU DUCT SOLID WOOD WALL Q FIN15H \ / - _ (SEE MECH. DW6 \ DOUBLE SINK _ / CABINETS d (2) ADJ. SHELVES W/PL LAM. \\ d p J WITH FAUCET ry _ FINISH DOUBLE SINK(2) OVENS ,y \ � I' "9 I� �`V 1 0 WITH FAUCET (2) DISH<WASHERS � d a o _ 1 11� I L I I FL. LAM COUNTER o, - DUMBWAITER DOOR i IA \ KER HIEN o _ �, I TOP d SACKSFLA5H °� = FL. LAM. COUNTER TOP d �09 DIN ry DOUBLE SINK WITH /:, __-- 5AGKSPLA5H (5) SIDES � FAUCET 11 - 11 REFRIGERATO R. SEE f_ A62 IB � i � - - DW i , o � ' � / "' SOLID WOOD BASE i - "� ' ME P. DRAWIN65 i A FRZ 2,_O,� 2'_b" 2,_p,� 2,_b,� �2�_O,� SHELF W/ PL. LAM. O O T CABINET d (1) ADJ. ; .,v -- - FLOOR / FINISH SOLID WOOD BASE FREEZER. SEE M E.P. DRAIN - CABINET d (U ADJ. 2'- 2'-O" 3'-O" 2'- 4'_b�� DRAWIN65 \ r UNDERGOUNTER SHELF W/ PL LAM. p 4/10" \ REF DISHWASHER. SEE FINISH UNDERGOUNTER M.E.P. DRAWIN65 DI5HWASHER. SEE \ g_p /� I L ME P. DRAWINGS 5" I TON ELEVATION ?bA ry I 1/4" Is 1/4" = I,—V �V = NOTE: - FINAL LAYOUT OF SERVICE KITCHEN BY - KITCHEN CONSULTANT d OWNER D DUMBWAITER �SEi�V I GE KITCHEN PLAN I$ ELEVATIONS I 1/411 = 11.011 5 3 4 Tc-6.2 rc-11 TO-6.2 50LID WOOD WALL CABINETS 50LID WOOD WALL CABINETS 50LID WOOD WALL CABINETS FINISH TO BE SELECTED BY FINISH TO BE SELECTED BY 2'-0" 2'-b" 2' 6" 2'-B" 2'-b" OWNER FINISH TO BE SELECTED SY OWNER OWNER o SOLID WALL CABINETS ADJUSTABLE SHELVES W/ ADJUSTABLE SHELVES W/ d (2) ADJ SHELVES ADJUSTABLE SHELVES W/ / PLASTIC, LAMINATE FINISH - PLASTIC, LAMINATE FINISH - - - _ _ _ Wh'L. FINISH PLASTIC LAMINATE FINISH - UNDERGOUNTER I - - -- - - - PROVIDE TWO (2) SHELVES PROVIDE TWO (2) E30VESHELVES - PROVIDE TWO (2) SHELVES REFRIGERATOR \, L ry - � ' - __ - - - - __ -- - SINK WITH FAUCET IN EACH, EXCEPT ABOVE IN EACH, EXCEPT ABOVE IN EACH, EXCEPT ABOVE SINK WHERE ONLY ONE (U IS SINK WHERE ONLY ONE (U IS SINK WHERE ONLY ONE (U IS `N\� o PL LAM. COUNTER TOP d TO BE PROVIDED BAGKSPLASH (3) SIDES � TO BE PROVIDED TO BE PROVIDED , DISHWASHER _ _ _ _ v / i01e REF. DI D , I1 . IP 5/4" PLYWOOD COUNTERTOP d 5/4" PLYWOOD COUNTERTOP d 5/4" PLYWOOD COUNTERTOP d A62 2A\, - - - - - - - - - - UNDERGOUNTER BAGKSPLASH W/ PLASTIC BAGKSPLASH W/ PLASTIC o rcm BAGKSPLASH W/ PLASTIC, DISHWA5HER. SEE M.E.P. LAMINATE ON ALL EXPOSED LAMINATE ON ALL EXF05ED LAMINATE ON ALL EXPOSED DRAWINGS SURFACES - SEAL ALL EDGES 5UR7AGE5 - SEAL ALL EDGES \ REFRIR ERATOR 2'-8" 2'-I" 2'_ BETWEEN COUNTERTOP d BETWEEN COUNTERTOP d SURFACES - SEAL ALL ED6E5 FLOOR DRAIN / SOLID WOOD BASE BACKSPLA5H W/ GI-EAR SILICONE BETWEEN COUNTERTOP d BAGKSPLASH W/ GLEAR SILICONE BAGKSPLASH W/ GLEAR SILICONE l 2" 2'-I" 2'-B" 2'_g CABINET 4 0) ADJ. SHELF W/ PL. LAM. SEE M.E.P. DRAWINGS P C5 05FP FIN15H ALL EXP / o FINISH o OF CABINET W/ PLASTIC o e CABINET W/ PLASTI OF CABINET W/ PLASTIC ENDS I 5H ALL FXFO5ED ENDS OF or N SINK WITH / - - FAUCET ° - / ELEVATION1/411 Ill LAMINATE — '� LAMINATE � LAMINATE v� 2 4" WIRE PULL (TYP) i- STAINLESS STEEL SINK ' \ (SEE PLUMBING PROVIDE OPERABLE DRAWINGS) UNDER COUNTER r� 7 NOTE: DRAWER W/ PLASTIC DISHWASHER SEE M.E.P. FINAL LAYOUT OF SERVICE KITCHEN BY LAMINATE FINISH 4" WIRE PULL (TYP) KITCHEN CONSULTANT 4" WIRE PULL (TYP) SOLID WOOD BASE DI G AND OWNER SOLID WOOD BASE GABINT CABINET FINISH TO BE o FINISH TO BE SELECTED BY - SELECTED BY OWNER OWNER 4 nP,4NTRY PLAN ELEVATIONS LAMINATE FIN15H ADJUSTABLE m Y4° = I'-o" SHELF FINISHED FLOOR FIN15HFD FLOOR FINISHED FLOOR (SEE FINISH (SEE FINISH (SEE FINISH SCHEDULE) SCHEDULE) ' 5GHEDULE) 2,_p• 2,_0, 7 o5/18/10 ISSUED TO OWNER NFR 6 01/14/10 ISSUED TO OWNER NFR r.-' TYP. C?AB I NET SECTION T)l GAB I NET SECTION CAE3I NET SECTION 5 01/23/09 ISSUED TO OWNER NFR `� AT UPPER d LOWER CABINETS I" = I'-0" � AT UPPER CABINET WITH SINK I" IS I'-0" `� AT UPPER CABINET WITH DISHWASHER I" = Ib" 4 10/30/OB ISSUED TO ZBA NFR 3 07/01/08 ISSUED TO ZBA NFR 2 05/19/08 ISSUED TO BUILD DEPT. NFR 1 0510210 ISSUED TO OWNER NFR REV DATE DESCRIPTION I BY EHASZ GIACALONE PTD-I ARCHITECTS, P.C. SD-I 50"x48" CLEAR FLOOR m 5 4 431 CONKLIN STREET SPACE AT LAVATORY _ FARMINGDALE, NEW YORK 11735 C° TO-6 2 TO-6 2 TO-6 2 T ILET GERAMIG TILE FLOOR / ' _? - ,i � —FLOOR TEL:(516)420-8383 FAX:(516)420-0195 MARBLE SADDLE D RAIN 2'-0" -O" '- 2 THESE PLANS ARE AN SOLID E OOOD(2 ALL AND ARE THE PROPERTY 0�� o0oR"m �G 62 6 o INSTRUMENT OF SERVICE ■❑❑ ❑■ S 4 OF THE ARCHITECT 000 ❑❑ m w/PL. LAM. FINISH D INFRINGEMENTS WILL BE PROSECUTED ADJ. SHELVES r O" 3'-b" 60"x56" CLEAR FLOOR -r \ - n 1 ;- -�- -r �- T 5 O CERAMIC TILE CERAMIC MR-I CERAMIC PROJECT SPACE AT WATER CLOSET o B-1 BULLNOSE (TYP) o TILE SD-I - GB-2 TILE TT -2 Co w.e U e�.x 4 LAM. COUNTER TOP „ _ GB 2 - _ BULLN05E 05-1 -- - - rt BULLN05E T� EN a GB-2 '- - a d BAGKSPLASH _ -- ,�� (TYP) _�- _ -,_ _ -- _�- _ T-- ---- _ _ SANT01�11V I UNDER COUNTER 1 - _- _i (TYP) 66 _ SINK wITH FAUCET - - m REFRIGERATOR ry o MEETING HOUSE SOLID WOOD BASE o - -- - "o,' --� - -- -- o o o - - _- - -In 3800 DUCK POND ROAD_ -- - - N i _- + - ry '^ --= CUTCHOGUE, NEW YORK 11935 n A62 bA CABINET d (U ADJ. SHELF W/ FL. LAM. CERAMIC CERAMIC, TILE COVE TILE COVE B„ CERAMIC 2'-0^ 2'-0^ 2'-0" FINISH TILE COVE DRAWING m BASE (TYP) BASE TY P)6 BASE (TYP) 5 K WI N TH FAUGE T a e EN.ARISED SERVICE KITCFEN ELEVATION ELEVATION EIEVATIOIN nELEV,47ION nELEVATION PLAN, ELEVATIONS t DETAILS 1/4" = 11.011 68 1/4" = V— 6G 1/4" = 111 L/ I/4" = 11-011 CJJ . I/4„ = 1,_�„ L) DATE 5p9/0B DRAWN BY 565 c NOTE: FINAL LAYOUT OF DATA SCALE ps NOTEO CHECKED BY NFR F- CENTER KITCHENETTE BY S KITCHEN CONSULTANT PROJECT SHEET OF � AND OWNER OT2B.01 21 2q N DRAWING NO. N ,1DATE CENTER KITCHENETTE/TOILET PLAN 4 ELEVATIONS I/4 u„ F II Y 'I a- n 4 3 � :� FTHE Si v:CC v - N N m N N m N C PROVIDE BATT INSULATION PROVIDE BATT INSULATION PROVIDE BATT INSULATION '— PROVIDE MINERAL WOOL AT AT ALL VOIDS AT ALL VOIDS AT ALL VOIDS ALL VOIDS ! ! LINE OF STRUCTURE ABOVE ! LINE OF STRUCTURE ABOVE LINE OF STRUCTURE ABOVE ! LINE OF STRUCTURE ABOVE JOINT COMPOUND (TYP) JOINT COMPOUND (TYP) ) ! ! JOINT COMPOUND (TYP) JOINT COMPOUND (TYP) ! ! ! ! ! ! SMOKE TIGHT (TYP. FOR TYPE 16) TOP RUNNER TOP RUNNER TOP RUNNER zo i� z0 ! TOP RUNNER..✓�./\ / \ �l /(� 3 I/2 SOUND ATTENUATION .. .. ... . ! ' -f BATTS ® TYPE I EXTEND BATTS .; c �� E06E OF WALL rr 4-O IN BOTH DIRECTIONS FROM 1 I d i � -:r / ! :. .._.. ,. - �! . ( ! n n — c� ! ':.i,.. jI F-WISHED CEILING (SEE FINISH ! i �� ! � FINISHED CEILING(SEE FINISH FINISHED CEILING (SEE FINISH ' � FINISHED CEILING (SEE FINISH SCHED) i ! SGHED) I I I SGHED) i � i SGHED.) i BAR I NSUL W/V B g FACED W/V B NSULATION. - BATTS @ TYPE ATTENUATION 2 1/2' SOUND ATTENUATION BATTS ® TYPE I y ® TYPE 4 C. 6" METAL METAL eT I I (U LAYER 5/8"SGYPSBDI ON A. SIDE. � �� (U LAYER 5/8D5 ® Ib O.G. � I ! ( b METAL STUDS ® Ib OL. �S I I (1) LATERFIRESRADTED 5 8' GYP. BD. !R USE (1) LAYER 5/el" AR GYP BD. ON � I , GYP BD ON EACH 51DC � � r : ON EACH SIDE. USE 5/8 W.R. GYP. s BATHROOM SIDE ! ! (1) LAYER 5/5" GYP. BD.ON NON-BATHROOM SIDE, (1) BD. ON BATHROOM SIDE W/MOISTURE !i" ! I LAYER 5/8" W.R. GYP. BD. ON BATHROOM SIDE W/ I. BARRIER BETWEEN BOARD $ 5TUD5 MOISTURE BARRIER BETWEEN BOARD 6 STUDS, (USE (1) LAYER 5/8" TILE BACKER 50ARD IN LIEU OF GYP. BD. AT ALL AREAS RECEIVING TILE) ! I : 6 � ! BOTTOM RUNNER S� 6" S" BOTTOM 'RUNNER F ' 8 BOTTOM RUNNER BOTTOM WINNER F BASE (SEE FINISH 5GHEDJ BASE (SEE FINISH SGHED) " BASE (SEE FINISH SGHED.) BASE (SEE FINISH SGHED) V_ SEALANT SEALANT(TYP.) ( ! SEALANT (TYPJ ti (ttP) pF SEALANT (TYP) � , S ! ! ! ! I TOP OF CONCRETE SLAB ! TOP OF CONCRETE BLABLi TOP OF CONCRETE SLAB i TOP OF CONCRETE SLAB ! ! �" T I_. Tln �• 1 TYPICAL NON-RATED DRYWALL PARTITION TYPICAL NON-RATED 6 INCH DRYWALL PARTITION 3 TYPICAL l INCH PLUME3INC� WALL TYPICAL 1 -HR FIRE RATED DRYWALL PARTITION W/ SOUND ATTENUATION SCALE: 3"=1'-O" W/ SOUND ATTENUATION SCALE: 3"=1'-O" AT WATER CLOSETS ON ONE SIDE ONLY SCALE: MTL. STUDS - SOUND ATTENUATION BATTS ll,L. # U465 SCALE 3"=1'-O" a TYPICAL NONRATED DRYWALL PARTITION 2a TYPICAL NON-RATED 6 INCH DRYWALL PARTITION TYPICAL -HR PIRE RATED DRYWALL PARTITION - NO SOUND ATTENUATION SCALE: 3"=1'-O" - NO SOUND ATTENUATION SCALE: 3"=1'-O" �a ® 3-5/8" MTL. STUDS - NO SOUND ATTENUATION U.L. >< U465 SCALE: 3"-I'-O" PROVIDE MINERAL WOOL AT PROVIDE MINERAL WOOL AT PROVIDE MINERAL WOOL OF SAME PROVIDE MINERAL ALL VOIDS ALL VOIDS RATING AT ALL V0105 ® TYPE 80, WOOL AT ALL VOIDS BATT INSULATION AT Al,8 6 8b I li ! LINE OF STRUCTURE ABOVE LINE OF STRICTURE LINE OF STRUCTURE ABOVE LINE OF STRUCTURE ABOVE ! ABOVE JOINT COMPOUND (TYPJ ! FIRE-RATED SMOKE TIGHT I : FIRE-RATED JOINT COMPOUND (TYP.) li + JOINT COMPOUND (ttP) i! i , SEALANT (NP) I ! SMOKE TIGHT ! ! TOP RUNNER TOP RUNNER i 'J' TRACK F UNDERSIDE X" GYP BD. UP TO F TOP RUNNER ! 5/8 F STRUCTURE ABOVE ... ! TYPE 8a 8i — : ! 2 I/2" SOUND ATTENUATION BATTS ` FINISHED (EILINIS (SEE FIN15H I! 5GHEDJ .. ......._._ .. f { ! !1 FINISHED CEILING 7 SGHED) ! LINER PANEI" OYP51JM L 5HAFTWALL --_o -- iY,".. -^ SEE FINISH SGHED) 6 01/14/10 ISSUED TO OWNER NFR FINISHED CEILING(SEE FIN15H j NFIR 1 , I '•� f ! " R-19 BATT INSULATION 5 01/23/09 ISSUED TO: III ® TYPE Io 4 10/30/08 ISSUED TO OWNER NFR IN51DE SHAFT OUTSIDE SHAFT % 7 ! FIN15HED CEILING (SEE FINISH SOHED.) 3 07/0110e ISSUED TO ZBA NFR 6" R-I9 BATT INSULATION: UNPAGED 2 05119/08 ISSUED TO BUILD DEPT. NFR z ! ! (E" TERIOR HALL,E Ib"FLLOOR) ! ! METAL ATTENUATION OR G-H TUD ®T 6" O.G. > , ; ® Ib" O.G. yyyyyyyyy I!� , I ®ELAYER 5 81/2TAL ETUDE °®' TYPE 105/8 1 05/02/08 ISSUED TO OWNER NFR ! V.B. a TYPE 5a ..ii AL o METAL 5T DS REV DATE DESCRIPTION BY — TYPE (I) LAYER 5/8" GYP BD ON NON-BATHROOM SIDE, O EHASZ GIACALONE (1) LAYER 5AY GYP BD FIRE RESISTANT 1 FIRE-RATED GYP. BD. X EA. 51PE a TYPE 5,(I) LAYER 5/8" (1) LAYER 5/b" W.R. GYP. BD. ON BATHROOM 5IDE 1 DEN55LA55 GOLD FIRE GUARD TYPE 'X' ON ^R (I) LAYER 5/8" TYPE "X^ ! W/MOISTURE BARRIER BETWEEN BOARD d STUDS , q=[ ARCHITECTS, P.C. EXTERIOR SIDE ® Sa (EXTERIOR WALL,2nd ! GYP. BD i { (USE (1) LAYER 5/8" TILE BACKER BOARD IN LIEU 3 LINE OF EXTERIOR ! FLOOR) ( I OF GYP, BD.AT ALL AREAS RECEIVING TILE) (USE WALL ® TYPE IO 431 CONKLIN STREET a LAYER 5/8" FIRE-RATED GYP BD EA. SIDE (p LAYER s/b° DENSGLAss GOLD � � I � ® TYPE ba) I FARMINGDALE, NEW YORK 11735 FIRE GUARD TYPE 'X' ! i I !, TEL: 516 420-8383 FAX: 516 420-0195 ! TILE (SEE FIN15H SCHEDULE) 9 z $ BOTTOM RUNNER THESE PLANS ARE AN o BOTTOM RUNNER 'J' TRACK F '' INSTRUMENT OF SERVICE T . BOTTOM RUNNER Cl/o;y ! BABE (SEE FIN15H 5GHEDJ AND ARE THE PROPERTY BASE (BEE FINISH 56HEDJ y~T !' BASE (SEE FIN15H SGHED) o TYPET I v OF THE ARCHITECT o00 00 00 BASE (SEE FINISH SGHED) V SEALANT(TYP.) INFRINGEMENTS WILL BE 9 SEALANT (TYPJ FIRE-RATED SMOKE TIGHT F ! 3 ' SEALANT (TYP.) u 10 PROSECUTED l TOP OF CONCRETE SLAB o p� i rye+ ! F SEALANT (ttP) 5 ! ;, �S TOP OF CONCRETE SLAB TOP OF CONCRETE SLAB I I TOP OF CONCRETE SLAB PROJECT > ! ! I , I ' Tr a SANTORNI 4' P MEETING HOUSE n TJq" 14" 3800 DUCK POND ROAD I'-0" T 10 CUTCHOGUE, NEW YORK 11935 ONLY L 0 8 8a 8b TYPE 10 a DRAWING TYPICAL HR. RATED 6 INCH DRYWALL PARTITI TYPICAL 1 -HR FIRE-RATED SHAFT WAL TYP' IG�.1� P'LUME3IN� WALL. q TYPICAL NON-RATED DRYWALL PARTITION WALL TYPES ON L W/ R-19 UNPAGED BATT INSULATION U.L. • U465 SCALE: 3"-I'-O" UL #U469 5GALE: 3' -I'-O" ® BALK-TO-BALK WATER CLOSETS 5GALE: 2 I/2 MTL. STUDS SCALE: 3'-I'-O' 0 H HR. RATED 6 INCH DRYWALL PARTITION �/t� p w N *TN�FICAL AT IWATER�SE 5 ON ONE 5 DE ONLY N� y �� SCALE: O 6" MTL. STUDS W/ R-19 BATT INSULATION 5GALE: 3"=I'-o" DATE 3/19/08 DRAWN BY w5 TYPICAL NO �R. T D DR O U - W/ R-I9 FACED BATT INSULATION U.L. # U465 5GALE 3"=1'-O" - SCALE AS NOTED CHECKED NOTE: EXTERIOR WALL a 2nd FLOOR- USE (I) LAYER NFR DEN56LA55 GOLD ON EXTERIOR FACE OF STUD F PROJECT OTI26.01 SHEET _22OF 21 DRAWING NO. m r 0 2 m m r ro 0 F 0 v rn 3 N N m N N m N C DOOR (SEE DOOR METAL GUARD RAIL SCHEDULE) 3J N DOOR FRAME (SEE t" DOOR SCHEDULE) MAX. LOBBY DN soI AK AK nK AK m - ® ®_. .. _ _ ---------- ------ PROVIDE VINYL SHEET RUNNER WITH GRIP SURFACE CD AI al L.I. . • . _._- ___ _ - - - - - - - - __ ;• �. . V.G.T. FLOOR - - - - - - •� ne aN a� SEE CONCRETE SLAB FINISH SCHEDULL E) OJ COD O AK nK AK AK d TEMF'D GLA55 AWNING UNITS ,5/4 FIRE RETARDANT TREATED \> SET UNITS IN 5'-0" •q.0a e / FIR WOOD STUD Ae O Ae }g ®®® PLYWOOD RAMP (TREA PROVIDE FRAMING. ®I FIRE RETARDANT TREATED WOOD R m BLOCKING OVER I - ] S�Arpe T+--ItZU1PARTIAL THIRD FLOOR PLAN �o o� O STORAGE SCALE: 3/4"=I'-O" � AB AA AB ENTRY DOORS 2 DUMBWAITER OVERLAY DOOR (SEE LOBBY SPEC.) �oI DN c b STORAGE 214 3 - .... _.. ..... . . ..... ....... ._ ......_ .. ... - Al AJ AI H AG AH AG C TRANSOMS FIXED REGT AE AF AE FIXED REGT VERTICAL JAMBS: STEEL TUBES BY OTHERS. PARTIAL SECOND FLOOR PLAN I/8° _ II_OII nCGARACE DOOR ELEVATION xN.el ur ■ r-o- GAME ROOM 103 El C FE L. LOBBY 7 YELEV6 01J14110 ISSUED TO OWNER NFR 5 ov23/09 ISSUED TO OWNER NFR e 4 10/30/08 ISSUED TO ZBA NFR EXTERIOR ACT. ACT, 3 07/01/08 ISSUED TO ZBA NFR 2 o5/19/oa ISSUED TO BUILD DEPT. NFR r-OMSI NATION EA � �_ ., 1 05r02roa ISSUED TO OWNER NFR COMBI \ > REV DATE DESCRIPTION BY \ \\\\ AB AA Ae � DOOR —\ O EHASZ GIACALONE H ENTRY —EXTERIOR DODRs G STUD WALL FIXED REGT. 5I0ELITES. ARCHITECTS, P.C. GRADUATED HORIZONTAL 431 CONKLIN STREET HINGE REINFORCING TRAN5oMS OVER FARMINGDALE, NEW YORK 11735 INTERIOR ANGLE ENTRY DOORS a TEL:(516)420-8383 FAX:(516)420-0195 AG AD AG THESE PLANS ARE AN INSTRUMENT OF SERVICE �B DETAIL AND ARE THE PROPERTY [ER CI'.Df OF THE ARCHITECT n Ny INFRINGEMENTS WILL BE ei ' �- ■ '"� 4 PARTIAL FIRST FLOOR PLAN PROSECUTED I/811 = �-/111 PROJECT SANTORINI o MEETING HOUSE 0 N 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 m v, DRAWING 0 ENTRY DOORMINDM DETAILS, d MISC. DETAILS U rn DATE sna/oa DRAWN BY 5Ss 0 SCALE A5 NOTED CHECKED BY NFR ri o PROJECT 012a.ol SHEET 23OF �a DRAWING NO. m N n O r 0 I r 3 v CI N m N N m m C -------------------------------------------= ------ -- EL STORAGE Foam 104 �DTCILE TOILET GAME I I& ROOM i BREAK-OUT El os ROOM PANTR Io9 TOILET lo-I Oi ❑p l06 o o DATA CENTER log � ■ OFFICE 4 STAI -- - Its STORAGE EXTERIOR GLOSET 116 a FIRST FLOOR FLAN FIRE PROOFING HATCHED AREA INDICATES LOCATION OF I HR SPRAY ON FIRE PROOFING I I I I I I I I I I I I -------� I I GENERAL STORAGE — oa I ICI 7 6 01/14/10 ISSUED TO OWNER NFR I 5 01 z3 as ISSUED TO OWNER NFR fll I III I I 4 10/30/08 ISSUED TO ZBA NFR MEETING 3 07/01/08 ISSUED TO ZBA NFR ROOM o _ os ISSUEO D DEPT.o6 L BREAK-OUT ROOM ISSUED REV DATE DESCRIPTION NBF YR EHASZ GIACALONE ARCHITECTS, P.C. J.G./STORAGE 6 _ _ 09 o D' 431 CONKLIN STREET _ _ MULTI-PURPOSE FARMINGDALE, NEW YORK 11735 ROOM \ woMEN S• TEL:(516)420-8383 FAX:(516)420-0195 5 se E' O2 ro tET THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY \ 4 I F THE ARCHITECT o°oo °oo� °oo PROSECUT�EDTS WILL BE ROOM \ s STAIR PROJECT �I MENS SANTORINI - - - - - � - - - - - - - - - - - TOILET \ m \ MEETING HOUSE 38UCK POND ROAD c \ \ \ \ \ CUTCH D OGUE, NEW YORE 11935 G \' o DRAWING -v5 4' FIRE PROOFING LOCATION PLANS 3 G' o \. I F \ v ryary P H J \ \ DATE s/w y� /oe DRAWN BY K ) \ \ \ .\ \' \`\ SCALE AS NOTED CHECKED BY NFR PROJECT oT2a.oI SHEET240F 2a N d SECOND FLOOR PLAN c 1 I' FIRE PROOFING I/B" s I'-O" o HATCHED AREA INDICATES LOCATIONmin / B' OF I HR SPRAY ON FIRE PROOFING m 3 v N m Ol N N m N C DOOR DOOR FRAME FLOOR HEAD/ UNDER- FIRE HDWR TYPE LC-AF W H T MAT FIN TYPE MAT FIN TYPE JAMB SILL GUT RMIN r' SET REMARKS CIA 2 3'-0" V-O" 1 3/4" FG - B HM PT 2 - - - 01 EXTERIOR (SEE "AA" ON WINDOW 5CHEDJ SEE WALL TYPE FOR 1018 2 B-O" 6'-8" 1 514" FG PT B HM PT 2 - - - - _ WALL CONSTRUCTION 102A 1 3'-0" T-O" 1 5/4" WD 5T A HM PT I - - 45 02 SEE WALL TYPE FOR SEALANT (TYP. EA. SIDE) 102E 2 5'-0' T-O" 3/4" Fr, - B HM PT 2 - - - 03 EXTERIOR WALL GONSTRUCTION 105A I 3'-0" 1'-0" 1 5/4" WD 5T A HM PT I - - 45 05 SEALANT (TYP. EA. SIDE) 104A I 3'-0" T'-O" 13/4" ND ST A HM PT I - - 45 OT ' "x4" FIBER CEMENT TRIM 1045 1 5-0" 7'-0" 15/4" AD 57 A HM PT I - - 45 07 115.16 1151.Ib DOUBLE STUDS ® ALL JAMBS �F IOSA 3'-O" l'-O" 3/4" WD 5T A HM PT I b 3/4" 45 08 HOLLOW MTL. DOOR FRAME I06A 3'-0" T-O" 3/4" AD ST A HM PT 6 3/4" 45 08 15�, 115,E DOUBLE STUDS ® ALL JAMBS 16 16 (3) Z"POOR HSPER JAMB 3'-O" 108A 1 3'-O" l O 1 3/4" WD ST A HM PT I - - - 09 HOLLOW MTL. DOOR FRAME HEAD FL "Z" ANCHORS k N FIXED FIRE IOTA 3'-O" T'-O (SEE DOOR SCHEDULE) y.� 1� 3'-O" , 3'-p'' IOBA I 3'-O" T-O" 13/4" AD 5T A HM PT I - - - 04 SMOKE DOOR w/ MAGNETIC HOLD OPEN - � (3) "Z" ANCHORS d (U FIXED -Iry 1 I � YI If RESISTENT 1 3/4" WD 5T A HM PT 1 - - 45 10 HEAD FLOOR CLIP PER JAMB GLAZING ICA 1 3'-0" 7'-0" 15/4" WD 5T A HM PT 1 - - 45 OT ICAP HANDICAP IIIA 1 3'-0" T-O" 1 5/4" AD 5T A HM PT - - 45 Ol w J w - -_-- __ o HANHANDLE (SE o LEVER TYPE o 112A 1 3'-0" T'-0" 15/4" WD 5T A HM PT - - 45 06 HANDLE (SEE o $ HANDLE (SEE o 0 HARDWARE SET) w HARDWARE SET) m "' 112(l I &-0" - - - - - - _ _ _ - 12 OVERHEAD 6ARA6E DOOR m "' N N N �' "ry Ell 115A 3'-O" l'-O" / W 5 - - 21 -I - 1138 5'-0" T-O" 1 3/4" FG - A HM PT 2 - - - 15 EXTERIOR �5�, DOOR (SEE DOOR SCHEDULE) / 5„ DOOR (SEE DOOR 5GHEDULE) 2' /L/ 28 SOLID GORE METAL LOUVER SOLID GORE 8 WOOD OR (SEE MECHANICAL WOOD OR 15A 1 5'-0' T-0" 1 3/4" WD 5T A HM PT I - - 45 14 SEALANT (TYP. EA SIDE) SEALANT (TYP EA. SIDE) FIBERGLASS (SEE DWGS.) FIBERGLA55 (SEE 5 3-0' T-0" 3/4" AD ST A HM PT - - 45 IS SEE WALL TYPE FOR SEE WALL TYPE FOR DOOR 5GHEDULE) DOOR 5GHEDULE) 116A 2 3'-0" T'-O" 1 3/4" FG - B HM PT 3 - - - - EXTERIOR JAMB WALL GONSTRUCTION JAMB WALL CONSTRUCTION IITA 3'-O" T'-O" 13/4" AD ST A HM PT 1 - - 45 O6 G ^ L O � SEE DOOR SEE DOOR PLEAD/JAMB DETf41L LLD/JAMB DETAIL FIRE SCHEDULE 5° � I G RESISTENT DOOR DOOR FRAME FIRE I I/2" = I'-O" • EXTRIOR WALL GLAZING TYPE FLOOR HEAD/ SILL UNDER- HDWR LEAF W H T MAT FIN TYPE MAT FIN TYPE JAMB GUT RMING SET REMARKS 202A 3'-O" l'-O" 13/4" AD ST A HM PT - - 45 19 HANDICAP HANDIGAP a' LEVER TYPE a' w LEVER TYPE d' w 202E 2 3'-O" l'-O" 3/4" FG - B HM PT 2 - - - Il p o HANDLE (SEE p 'o HANDLE (SEE o p �E 202G 2 3'-0" l'-O" 3/4" FG - B HM PT 2 - - - Il w HARDWARE SET) w Y HARDWARE SET) w i NN NUUI N � �� 2020 2 5'-0" T-O" 13/4" FG - B HM PT 2 - - - IT 202E 2 3'-O" T-O" 13/4" FG - B HM PT 2 - - - Il 202F 2 3'-0" l'-0" 1 5/4" F5 - B HM PT 2 - - - 19, SOLID GORE 203A 1 3'-0" T-O" 3/4" AD 5T A HM PT WOOD OR- - 45 20 FIBERGLASS (SEE 204A 1 3'-O" 7'-0" 1 5/4" AD 5T A HM PT I - - 45 Ob O ® DOOR 5GHEDULE) 205A Y-O" T-O" 13/4" WD ST A HM PT I - - 45 21 EIF5 WALL SYSTEM OVER DEN5GLA55 GOLD 205B 1 5-O" T-O" 3/4" ND 5T A HM PT I - - - 13 EXTERIOR --- - EXT SHEATHING, OR APPVD. EQUAL �/� �,/ 7f--G 206A 3'-O" T'-O" 3/4" WD ST A HM PT - - 45 Iq SEE WALL TYPE FOR �(/ DOOR T I FEE 206E 1 3'-0' T'-O" 15/4" AD 57 A HM PT I - - 45 Iq WALL GON5TRUCTION T 1/4" = 1'-O" 2066 2 2'-O" l'-O" 15/4" WD 5T A HM PT I - - - 22 SEALANT (TYP. EA. SIDE) 206D 2 I '-0" 1 3/4' AD 5T A HM PT I - - - 22 EIF5 WALL SYSTEM OVER DENSGLA55 GOLD 201A 1 -O" 1 3/4" AD 5T A HM PT I - - - 04 SMOKE DOOR w/ MAGNETIC HOLD OPEN EXT SHEATHING, OR APPVD. EQUAL 208A '-O" 1 5/4" WD 5T A HM PT - - 45 10 DOUBLE STUDS ® ALL JAMB5 209A 1 -O" 1 5/4" AD ST A HM PT - - 45 OT 116 15, 116 SEALANT AND BAGKER ROD 210A 1 -O" 13/4" WD ST A HM PT b - 45 23HOLLOW MTL DOOR FRAME 211A 1 -O" 3/4" WD ST A HM PT b - 45 23 (SEE DOOR 5GHEDULE) 212A 1 -O" 1 5/4' WD 5T A HM PT I - - b0 21 HEAD (5) "Z" ANCHORS L (1) FIXEDSEE DOOR SEE DOOR 213A 1 -O" 1 3/4" WD 5T A HM PT 1 - - 45 10 FLOOR CLIP PER JAMB 2" 5GHEDULE2" 2 SCHEDULE214A 1 -O" 1 5/4" WD ST A DOOR DOOR FRAME FLOOR HEAD/ UNDER- FIRE HDWR �'-° 1' a w w HOLLOW TYPE LEAF W H T MAT FIN TYPE MAT FIN TYPE JAMB GUT SET o METAL o METAL SILL RATING REMARKS o HO OW (MIN) A o w FRAME FRAME o 501A 3'-O" 6-b" 3/4" FG - A HM PT 2 - - - - EXTERIOR 3015115'- 6'-b" 15/4" WD 5T A HM PT I - - 60 21 302A b'-8" 1 5/4" AD 5T A HM PT I - - 45 OT ATTIC ACCESS DOOR 2„ 5„ DOOR (SEE DOOR SCHEDULE) 8 303A V-8" 15/4" WD 5T A HM PT I - - 45 Ol 304A 6'-B" 3/4" WD 5T A HM PT I b 3/4" 45 08 SEALANT (TYP. EA. SIDE) 305A b'-8" 3/4" AD ST A NM PT b 3/4" 45 08 JAMB WALL GoN5TRUG7I0N O KEY S HEAD/ JAMB DETAIL �1FRAME TYPE5 00 0 R F R A M E `� • EXTRIOR WALL LEAF NO, OF LEAVE5 HARDWARE SET (SEE 5PEGIFIGATION5) TYPE FRAME TYPE (5EE DNS.2/Ab-U W LEAF WIDTH SG SELF CLOSING MAT FRAME MATERIAL: WD WOOD H LEAF HEIGHT HM HOLLOW METAL T LEAF THICKNESS FIN FRAME FINISH. ST STAINED TYPE DOOR TYPE PT PAINTED MAT DOOR MATERIAL: WD WOOD d{�'//Jq_J"-�'.✓ F6 FHERMA-TRU" FIBERGLA55 HARDWARE / KEYING REQUIREMENT5 ENTRY DOOR(SEE SPECIFICATIONS) * COORDINATE HARDWARE/KEYING HM HOLLOW METAL REQUIREMENT5 WITH BUILDING OWNER FIN DOOR FINISH: 5T 5TAINED * FOR HARDWARE SET 5PEGIFI6ATION5 - REFER TO 5PEG BOOK PT PAINTED 6 01/14/10 ISSUED TO OWNER NFR wINDON---F H HEI Rouen OPEMN6 MARK LOCATION REMARKS 5 01/23/09 ISSUED TO OWNER NFR MANUF. � WII DTHGHT TYPE WIDTH HEIGHT HEAD/A.F. AA ANDERSEN5L rML 74 51/4" 55 11/52" ENTRANCEWAY DOUBLE DOOR T5 1/4" q5 21/32" 1------ DOOR IOIA ON 4 10/30/OB ISSUED TO ZBA NFR DOOR SCHEDULE SOLID GORE WOOD SOLID GORE WOOD SOLID GORE WOOD AB ANDERSEN KML 12" BB 15/Ib" ENTRANCEWAY svEueHT 12 I/2" b3 I5/16" ------ *, DIVIDED LIGHT GRILLS 3 07/01/08 ISSUED TO ZBA NFR OR FIBERGLA55 OR FIBERGLASS OR FIBERGLA55 AG ANDERSEN KML 12" 14" DIRECT SET RECTANGLE 12 1/2" 14 1/2" ------ " 2 05/19/OB ISSUED TO BUILD DEPT. NFR (SEE DOOR 5GHEDULE) (SEE DOOR 5GHEDULE) (SEE DOOR SCHEDULE) AD ANDERSEN KML 14 B/a" 14" DIRECT SET RECTANGLE -75 1/4" 14 1/2" ------ *, DIVIDED LIGHT GRILLS AE ANDERSEN KML 12" 50 IB/Ib" DIRECT SC-T RECTANGLE 12 I/2" 50 13/16" ------ *, DIVIDED LIGHT GRILLS 1 05/02/08 ISSUED TO OWNER NFR CERAMIC TILE FRAME BEYOND FRAME BEYOND AT ANDERSEN KML 74 5/4" 50 13/16" DIRECT SET RECTANGLE 75 1/4" 50 15/16" ------ *, DIVIDED LIGHT GRILLS REV DATE DESCRIPTION BY III AG ANDERSEN KML 12" 56 15/16" DIRECT SET RECTANGLE 12 1/2" (SEE DOOR 5GHEDULE) (SEE DOOR 5GHEDULE) 5� T/16" ------ *, DIVIDED LIGHT GRILLS FRAME BEYOND AH ANDERSEN KML "f4 3:/4" 56 15/16" DIRECT SET RECTANGLE l5 I/4" 5T T/16" ------ *, DIVIDED LIGHT GRILLS 12" DIRECT SET RECTANGLE * EHASZ GIACALONE (SEE DOOR 5GHEDULE) (SEE FINISH 5GHEDULE) AJ ANDERSEN KML 14 5/4" IB" q q/ " 16 12 DIVIDED LIGHT GRILLS VC,T. FLOOR DIRECT SET RECTANGLE 12 I/2" I6 I/2" x FINISH FLOORING SET N 'FULL SEALANT BED VINYL REDUCER STRIP 21/I6" 20 DIRECT SET RECTANGLE 22 I/2" 20 1/2' *, DIVIDED LIGHT GRILLS ARCHITECTS P.C. MARBLE SADDLE HANDICAP ACCESSIBLE AK ANDERSEN KML 19 ALUM. NON-SKID SADDLE AL ANDERSEN KML 2 ------ *, DIVIDED LIGHT GRILLS w z K (SEE FINISH SCHEDULE) a ANDERSEN 2'-0 /b" 5.11. (AR2IXCI4), (5)(L 2'-0 5/b" 5'-T I/2" T-O" A F F OFFICE, STORAGE k STAIRS 431 CONKLIN STREET - DI ANDERSEN q O /b" 4 ANDERSEN q' O 2' A,F F TRANSOM a OFFICE k BREAK OUT ROOM " FARMINGDALE, NEW YORK 11735 F _ CONCRETE SLAB (5EE POOP, 5C EDULE) FINISH E5CHEDULE) E2 ANDERSEN 2' 11 5/b" 4'-b Vb" TW21046, AA B,_ b T/b" T_o OFFICE k BREAK OUT Roots " TEL•(516)420-8383 FAX:(516)420-0195 Iry 1 -4 1/8" 4=0" (OI�I(P50R40)(G41)(la-(F)-(� 9`4 518° -O 1/ b-6 A.F.F. OFF-EEJC AREA, ESREAKSTORA UMULTI PURPOSE k STAIRS II I '. 'I F ANDERSEN T' 9 /I6" I'-5" (AR20-(ARBSU-(AR2), (S)-(S)-(5) T'-q 5/b" I' 5 Ill'. T-O" AF.F TRANSOM a STORAGE F ANDERSEN T'-q /I6" 4'-O" cl4-P35a0-GI4, L-F-R T-9 5/b" 4'-0 1/2" T-O" A F F STORAGE * THESE PLANS ARE AN - s 132b --o" A.F.F TRANSOM ® DATA GTR t MULTI PURPOSE INSTRUMENT OF SERVICE FRAME WIDTH ® '-0" O.G 62 ANDERSEN b , I/2 b-( (AR2U-(AR45U-(AR2U, (5)-(5)-(5) b'-q 5/b" 1'- O 1/2" - -- DATA GTR k MULTI PURP05E * AND ARE THE PROPERTY °°° 000 0 EXPANSION BOLTS CONCRETE SLAB _ ANDERSEN TO T6 61 ANDERSEN b 9 /I6" 4'-0 (G 14)-(P4540)-(G 14), (L)-(F)-(R) e'-0 /2 ^ '- �norl�,.c.= STAIRS OF THE ARCHITECT o°o°o °oo °o0 H ANDERSEN 2'-11 15/16" 1'-6 I/ (ANSI V/(CXIs), (S)AL) 3 b 1 1q 2 T-O" A.F.F MENS k AOMANe TOILET * INFRINGEMENTS WILL BE J ANDERSEN 2'-O /b" 5'-T" (AR21)/(V4), (5)AL) 2' O 5/b" ecno"oircrs 5TAIR5 (BRO FLOOR) * PROSECUTED MARBLE SADDLE DETAIL ALUM. NON-5K 1 D SADDLE DETAIL nV I NYL REDUCER STRIP DETAIL PROJECT 5.. = I.—on 3" _ r-o" SANTORINI KEY NOTE: MEETING HOUSE dd HEAD/A.F. L CONTRACTOR 15 TO VERIFY ALL WINDOW 3800 DUCK POND ROAD TWDH = TILT-WASH DOUBLE HUNG SIZES WITH THE MANUFACTURER PRIOR N * COASTAL - IMPACT RATED (DP +65l10) TO CONSTRUCTION OF ROUGH OPENING CUTCHOGUE, NEW YORK 11935 Ln 50LID GORE WOOD --, - - , - DRAWING 3 OR FIBERGLASS (SEE DOOR SCHEDULE) o HOLLOW METAL OR ALUM DOOR Y FINISH U FRAME BEYOND FRAME G SC LA55 DOOR HEDULES ! DETAILS H- (SEE DOOR 5GHEDULE) U NEOPRENE APPLIED $ DATE 311q/ob DRAWN BY AAD METAL SPRING GASKET SCALE As NOTED CHECKED BY NFR o HANDICAP APPROVED ALUM. NON PROJECT 0112b.01 SHEET 250F 2q CARPET (SEE SKID SADDLE SET IN FULL N FINISH SCHEDULE) SEALANT BED o IIIIII 1u ,dl 1 � 'I uuol ,'m1 ICI III 1111 h, l'1,11111 I DRAWING NO. d r CONCRETE SLAB - y Q EXPANSION BOLTS . N ® r F \ FIN15HED FLOOR CARPET TO CARPET DETAIL SLUM. NON-5K 1 D 56212LE DETAIL. N N W N N Oi N C LIGHTING 5GHEDULE EO ¢ Room sPUNE EO EO' QR mI TILE EO' EQ" ¢ EO" SUSPENDED, SEMI-INDIRECT lk G� FLUORESCENT LIGHT FIXTURE. PENDANT MOUNTED _ NO I'lIP-2T8-DGI2-IDB-SI-RP 6 5 TO A E IBY NEO-RAY O O O w o PETITE NUAGE 302-D.W. WALL MOUNTED N0. 302DIW-2TB-0-IEB-5I-RP J J J O O O +b O I ELEG. D EGT INDIRECT LUMINAIRE. ROOM BY NEC-RAY g nlc.n ni�.n _ 6 J J J 104 aa2 2 SEE O O O = PENTA FLEX TM, PERIMETER DIRECT ELEVATION - J J J 6 F rJ If WALL WASH 2/TG-21 FOR, �. STEP - -0" En So q, CO' EO r OM 4 TIE _� A _- _ TOILET TOILET ® BY NEO--RAY 8/ /IEB-SI LIGHTING —_ GYP. BD. 3oa 3os GYP BD. LOCATIONS O O O os 0 1 SLOPED EO EO EO EO 5LOPED STRAIGHT AND NARROW, SURFACE J D MOUNTED FLOURESGENT LIGHT FIXTURE J J O O O O O Q 2 J o ATTIC CEILING CEILING o NO 3D5DL/2T&/E7GI-IDB-0U/590 J -- J J AM_ J J O O 1 1 O + - + - \a BY NEO-RAY - --- O b O O Q 1oG O +B' 0" O T IL T O ANOTR B EAK- UT O J FOR DEGK� N 2 c O J O J d c3 BY STUDIO ITALIA DES J J y\ CEILING-MOUNTED LUMINAIRE DA A GE TER J l0-1 Q ROO m J J J J ` _p: O .B'-O� O J +q'-°" O J 4 7C-1.IGAN E ob -- O6 +B' W' ob G R �D R +B' a F NAVE 1 FROSTED CLASSIGN (PPwIl8) o +B'- O O O WAVE 14"H x 8"W J J J _ WALL-MO LUMINAIRE B G RR N 46 O +b'-b" O WHIT ry °6 LO B BY STUDIO ITALIA DESIGN (PP. 266) O J Q J O J °6 O BY °s c IO +a' °' O PQ o J J G NO DONN HD4%201T1-I J O 303 O +g_p: O BY NEO-RAY W Q 6 6 O O O °B 11s� O B GYP. BD. H 4" MEDIUM BEAM DOWNLIGHT J J J P aU O O __ - - a M SLOPED NO HDGTOR51-LI, WITH WALL WASH °s 06 I LD G V 46 a CEILING ATTIC BY NEC-RAY O OF IG J J TO A E 3'-p" 3'-O" EO _ - ¢ ¢ J (FENESTRA) RECESSED FLOURESGENT TITIa' � 101 NO. 5224R-2T8-ETG-IEBSI J J I4 Q �O Q LUMINAIRES, DIRECT/INDIRECT. F P +q p" O J MOUNTSDECOR TO LIGHT FIXTURE O O O MOUNTED TO MIRRORED CIRCULAR 8Y NEO-RAY O O O NT4, O FQ �p� PLATFORM, MOTORIZED TO ALLOW INDUSTRIAL OPEN PAN FLOURESGENT LIGHT FIXTURE J J J LOWERING FOR EASY SERVICING J J J GRADE MOUNTED w J Q A Q �ry LIGHT FIXTURE m m 5'A" SEE L10 SCHEDULE le, '9 Bi 31 J O �I so \"U1, gyp` (SEE MFG. REQUIREMENTS) ® BY COOPER LO HEBGI B e ,ry 3 TH I RD FLOOR REFLECTED GE I L I NC PLAN_ O O O 60, �/ �� J J I EXTERIOR BOLLARD LUMINAIRE WEDGE Km BOLLARD Q 6. N NO 982-AP-CFL2-120-BK-BK-36 O \ �• (1 BY SHAPER LIGHTING 0 I \ \ e. POST TOPTOP L 2 FIXT� FI TION ° I NO. 8 - -L/ -120 -BK-BK- 8'-4" N \I F4 SHA ER LIGHTIN EQUIPMENT\ I STORAGE `�'o- LUMIERE, NON-ADJUSTABLE EXTERIOR UP\ 3KL , BY COOPER LIGHOINO 20V, SEE FINISH Q N NOTE #20, \I \ ZUMA 1203, INGANDESGENT LOW NO. FP-I ♦ VOLTAGE, STEP LIGHT, MOUNT 12" ABOVE FINSHED STAIR TREAD \I 0 F BY COOPER LIGHTING b N NYHAVN WALL MOUNTED DOWN LIGHT, FIRST FLOOR REFLECTED GE I L I NO PLAN ° o-1 NoOPFER FIN15H X240-2-120 AT TRAINING CENTER I/8" = I'-0" N (MOUNTED AS SHOWN ON ELEVATIONS) BY LOUI5 POULSEN RECESSED DOWNLIGHT5, M-100 METAL O HALIDE, T305-TOWMH (120-2T�) WITH M I7'13 FRISNEL CLASS LENS, MT00T-7305/136S ("IOW MH) PROVIDE NOTE: WALL MOUNTED STEP QUARTZ RESTRIKE BY HALO _ _ _- - (5 VA ON RTG P TT - - - - LIGHTS EVERY HI 5TE 211 OP 15K COMPACT SEE E EVATION _ /TG-2 FOR STEP EE ELE TI I/ �2) FLUDRE E, 12 STEP LIGHT, 13 H LIGHTI�G LOCATIONS r-- P P P P P p p 0 TWIN TUBE, ED I BLACK FINISH - -- - - (BK),GENTERED IN RISER EO' EO' E EQ" Eq' < 7KmK mK mK mK K WALL SCONCE, INGANDESGENT, NO. I] B v' H2582, POLISHED BRASS FINISH, BY LIr5H7INHALO. I5 5/e" X 6"H. MOUNT 6'-6" ABOVE - - � SEE LIGHTING 4 ' FINISHED STC-PS - SCHEDULE I I 3'-6" B'-0" a'-0" • 6'-9 I/2" w GE E I m I I I o I - O O O O 5T R Q - 0 0 04 a .... _.. ._ a 7 q Q O o B'T R o q g„ ° 6 01/14n0 ISSUED TO OWNER NFR s 5 01/23/09 ISSUED TO OWNER NFR IG O o w G N J K 4 1m3om ISSUED TO ZBA NFR 03 O O O O q 2 o5H9/oB ISSUED TO BUILD DEPT. NFR : B ob ob O �B' O" D J J J J - 1 0srotios ISSUED TO OWNER NFR b q' 0" ob ob ob ob ob 06 ob R G - - �K N REV DATE DESCRIPTION BY Ea +a'-p m O O O O o 6 —i B B B ° ° - °6 - - - _. _._�.__ - EHASZ GIACALONE - - - 2 ARCHITECTS P.C. F ry 4 +B��b„ B �O. f m ob ob B a6 06 _ _ _ o g °'' G. 5 O / \� �K o 431 CONKLIN STREET O M A a +� O BY °6 B c c q a o ry FARMINGDALE, NEW YORK 11735 o +B' O" +B' O" - N ob ob 6 o TEL:(516)420-8383 FAX:(516)420-0195 w LIGHTI�HOWN \ � _� � o I F ob O c INSTRUMENT OF SERVICE ABOVE GNTER oI� j 6 q om; e ® _ 8 THESE PLANS ARE AN Doan OPENING (TY ) °6 °6 0 6 O O a c 5 K AND ARE THE PROPERTY o r4'-10 I/2" o o oILNT NFR NGEMENOF THE ITS WILL BE TECT o°W°o [INDuo III°oo LI 6 6 O' _ u z!4 T 6 Q PROSECUTED 6 ° F Q zl a B PROJECT ° F °6 < K g F ob ob _ 61 N II O +q: 0" O 6 a SANTORINI In 1p 6-06' MEETING HOUSE In 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 o ob G O6 \ � \ 24ry DRAWING n/ o REFLECTED CEILING PLANS \ \ B\ G / �K u, 0 Ua!o" \ \;/ a DATE s/Iq/oB DRAWN BY 555 SCALE AS NOTED CHECKED BY NFR \ PROJECT OF 2q SHEET �\ ,�LH I RD FLOOR DEG�IG L I OHT I NO FLANp,�a°' 26 AT TRAINING CENTER DRAWING NO. o E \\ 5 _ SEGONAT TRAININO, ND OOR REFLECTED GE I L I NO FLAN N N Or N N D! N C E I N 1 5 H L E 6 E N 0 F I N 1 5 H N 0 T E 5 f�pppp CPT- CARPET NO.I WOOD WALL BASE (WB-I) ALL ROOMS SHALL BE ' ve PAINTED THE SAME COLOR A5 WALLS, SEMI-GLOSS FINISH. IGPT-I SHAW HOSPITALITY, COUNTRY CROSSINGS, CITY BLOCK COLLECTION NO2 5HEETROGK CEILING TO BE PAINTED (FT-2) WHITE DOVE COLOR: NO, 01310, LAMP POST. EGGSHELL FINISH. IGPT-2 SHAH CONTRACT CARPET, SGEPYOR II, 42 50521, DOLOR: NO. 43545, NO3 WALLS IN THE MULTI-PURPOSE ROOM ARE TO BE PAINTED - - KHAKI TWO COLORS. (PT-I) SAG HARBOR GRAY BELOW CHAIR RAIL IGPT-3 SHAW CONTRACT CARPET,UTOPIAN, 32 50515, COLOR NO. 43545 EGGSHELL FINISH CHAIR RAIL AND BASE ARE TO BE PAINTED ELEG. - KHAKI (PT-1) 5EMI-CLO55 FINISH J - ,YG-I- ROOM PAINT(PT-2) WHITE DOVE WALL AND CEILING ABOVE CHAIR ---- - - IGPT-4 SHAH CONTRACT CARPET, CARPET TILE, 51542, CONNECT EN 24, RAIL CROWN MOULDING TO BE PAINTED (PT-2 5EMI-GLO55. -_______ ---I GONG 104 ) i2E---- COLOR: NO. 40315, EXOTIC SEASALT N04 MULTI-PURPOSE ROOM TO HAVE WOOD BASE (MILD-2), nn - IT -- - �- SHAH CONTRACT CARPET,UTOPIAN, 32 50515, COLOR NO. 45220, CHAIR RAIL (MLD-4) SET AT 54" AFF AND GROWN MOULDING / rl --- - GOLD RUN (MLD-I) CHAIR RAIL 15 TO BE TERMINATED AT EITHER SIDE I •�-- - OF CURVED WALL (OUTSIDE PERIMETER OF STAIRS). -- SEE FINISH _G_P7-_b SHAW CONTRACT CARPET,UTOPIAN, 32 50515, COLOR: NO, 4330q, NO3 ALL DOORS ARE TO HAVE CASING MOULDING (MLD-3) NOTE N0. 6 ELEPHANT NO.6 KITCHEN CABINETS ARE TO BE KEMPER, KINGSTON ( SQUARE GONG. CONCRETE '--' - 10,11�E1 - � FULL OVERLAY DOOR STYLE ) IN A LIGHT CHERRY FINISH. - - _- SEE ELEVATIONS FOR CONFIGURATIONS. COUNTER TOP5 to VDT- VINYL COMPOSITION TILE L�J - - - -� --- TO 8E GAMBRIA, STAFFORD BROWN. - G_IIC2 -_ iIT?`I - IVGT-I ARMSTRONG STANDARD EXGELON, IMPERIAL TEXTURE, NO. 51830 NO DOORS II CPT-3 _ - - - ---_ COTTAGE TAN A- PATIO DOORS-202B,C,D,E AND F BY ANDERSEN - - - - -r GAME CT-I -1_- -i CPT-3, B- MAIN ENTRY DOOR- IOIA BY ANDERSEN SEE FINISH i _ - G- GRANITE G- ALL OTHER EXTERIOR ENTRY DOORS- STEEL ENTRANCE _ NOTE NO. b ROOM _� T G-_I_ COLD SPRING GRANITE COMPANY, 114" THICK COLOR: PIONEER RED DOORS, CONTOURS BY JELD-WEN. 51X (b) PANELS, RGF � I los - TO _ F- - _ a; BREAK-OUT POLISHED FINISH D- NTERIOREADED SDOORS- MOULDED PASSAGE PAINT DOOR5 BY G_--I _ 0 - ROOM '6-.2 COLD COLD SPRING GRANITE COMPANY, 1/4" THICK COLOR. KENORIAN SAGE JELD-WEN. BOSTONIAN, TEXTURED SURFACE, MODIFIED FINISH: DIAMOND 100 COVE AND BEAD STICKING PROFILE ( 6 PANEL ) 0 SOLID GORE SOUND REDUCTION, 60 MIN, FIRE RATED. "' -- - GT- CERAMIC TILE E- GARAGE DOORS- ROOK CREEK, 51MULATEP SWING-OUT =-�f7 -- - GORRI DOR OVERLAY CARRIAGE HOUSE, WHITE GARAGE DOOR BY FLOOR TILE, , +if F,-, r � .. fLP7 3 -_- TILE, HALL TILE TO 4'IELD TI AMER GAN OBRON,N' COSTA NPOL15HED LAIN EN YNOR FOR q'-O" W. X H'-O"H. OPENING. GAR WITH DATA CENTER 1 E.M.R O8 �GT� [u GT HALLM051 TILE E,2M X2'F SAABIA DORA EAN,8' GOLORBODY "PORCELAIN R DURAGO�E WIi"X" BUCKS AND WTE PPOWDDERGOAT RA6KAN0 HDWR. F ALL INTERIOR DOORS ARE TO HAVE SGHLACE FLAIR GT-'U FLOOR TILE, AMERICAN OLEAN " ULTRATEGH" COLORBODY PORCELAIN LEVER HARDWARE IN POLISHED BRA55 FINISH. ♦ii /�I� Ec TILE, 12' X 12", FIELD TILE, BEIGE JO21 UNPOLISHED G- ALL DOORS ARE TO BE PAINTED (PT-2) WHITE DOVE -�- F51 y -'� GPT-� STORAGE GONG_ _ SEMI-GLOSS FINISH Ito IVGT-I EXCEPTION- DOOR NO 101, MAIN ENTRY DOOR, 15 TO COUNTER IN PLASTID - --� MLD-__ MOULDIN55 BE PAINTED BENJAMIN MOORE NO 208"I-IO, NEON RED, �� l�'�N\ ♦`� - LAMINATE PL-I STORAGE MLD-1 CROWN MOULDING, DYKES LUMBER CO., NO, Ill II/Ib" X 5 1/4", PAINT 5EMI-61-055. (INSIDE AND OUTSIDE). SAME COLOR AS THE WALL ( SEMI-GLO55) N0.6 MEETING ROOM: PAINT THIS WALL AS INDICATED ON PLAN. r Ia SE FINISH STAI MLD-2 BASE MOULDING, DYKES LUMBER CO., NO.2g2, II/16" X 4 5/8", PAINT CENTER WALL 15 TO BE FAINTED PT-2 WHITE DOVE, FLAT. _ I NO�E NO 10,11,12 I I s VGT-I I, � SAME DOLOR A5 THE WALL ( SEMI-GLOSS) NO.q THIS PORTION OF EAST WALL 15 NOT TO HAVE CHAIR RAILING MLD-511 CA51NG MOULDING, DYKES LUMBER CO, NO 224, 11/16" X 2 I/2", PAINT WALL 15 TO BE PAINTED (PT-1) SAG HARBOR GRAY. DO NOT ❑� D 7 WIT-1 SAME COLOR AS THE WALL (SEMI-GLOSS) SA TO CRONN BE PAINTED SAAME A5 THE ROOM RONI NIN MO ILGL 55. IMLD-4I CHAIR RAIL, DYKES LUMBER GO, NO.2b4, 11/16" X 2 3/4", PAINT SAME COLOR AS THE WALL ( 5EMI-6L055) 36" ABOVE FIN. FLOOR NO.10 THE INSIDE WALLS OF THE STAIR TOWER ARE TO BE FINISHED MLD-Si, NOSING, DYKES LUMBER CO., NO. 154, 1 I/8" X 1 5/4", PAINT IN WC-2,VINYL WALLCOVERING, TRI-KE5, OSLO, 42VO5-09 PT-I SAG HARBOR GRAY (5EMI-GLO55) GAUZE. J.G. . NO.II MLD-5,NOSE MOULDING TO BE APPLIED TO TOP AND BOTTOM OF AREA STAIR PLATFORM AND CARRIED AROUND THE ENTIRE TOWER. VB- _ VINYL BASE (SEE SECTION NO2/TG-42) THE MOULDINGS AND THE SPACE IVB-I_ WALL BASE, ROPPE NO. PI49, CANVAS BETWEEN THEM 15 TO BE PAINTED (PT-1) SAG HARBOR GRAY 5EMI-6L055. SEE SECTION THRU STAIR PLATFORM AND TOWER - - _ -- IVB-2 WALL BASE, ROPPE NO P113, PISTACHIO NO.2 PAINT GYPSUM BOARD CEILING Pl WHITE DOVE, FLAT FINISH. FT- _ PAINT NO.13 BATHROOM PARTITIONS ARE TO BE POWDER COATED TO MATCH COLOR PT-3, YELLOW FREEZE. -- - - -- - - - /\ PT-1 BENJAMIN MOORE, NO. H(,-q5, 5AG HARBOR GRAY, EGGSHELL FINISH ALL COUNTERS IN TOILETS ARE TO BE PL-1, WILSONART,NO 4575-01, STORAGE / \\ PT-2� BENJAMIN MOORE, NO 06-11, WHITE DOVE, EGGSHELL f--WISH MESA VERTE. -2 / \ _ ( DOORS FINISH SEMI-01-055 ) NO.14 RA15ED PORTION OF CEILING 15 TO BE ARM5TRONG, METAPHOR EXTERIOR / PT B- BENJAMIN MOORE, NO.2020-10,YELLOW FREEZE, EGGSHELL FIN15H GROWN COFFERED CEILING, SET IN " T" BAR CEILING,2' X 2, GLOSC-T \ COLOR WHITE Fill \\ SIFT-_4_- BENJAMIN MOORE, NO,2161-40, ACORN YELLOW, EC55HELL FINISH NO.15 HALL MOUNTED DRAPER SILHOUETTE PROJECTION SCREEN, \ 12" W X q6" H, WHITE FINISH, WITH INFRARED REMOTE CONTROL NC- VINYL WALLOOVERING AND RECEIVER. NC-I VINYL WALLGOVERING, TRI KE5 WALLCOVERING, Ol NO 2V05-12, FOREST NO.I6 STEP LIGHT BY COOPER LIGHTING, ZUMA 1211-OP-13W COMPACT WG-2 VINYL WALLGOVERING, TRI KE5 WALLGOVERING, Ol NO.2V05-01, GAUZE FLUORESCENT STEP LIGHT, 13 W TWIN TUBE, 12OV. BLACK FLUSH (Br) -- - CENTERED IN RISER Sr- STAIN 4 URETHANE (COORDINATE WITH ELECT. DWGS. 4 LIGHTING SCHEDULE) IST-I STAIN 4 URETHANE, MINWAX WOOD FINISH, OIL BASED WOOD STAIN, NO.17 WALL SCONCE BY HALO LIGHTING, INCANDESCENT NOUVEAU -- COLOR: 6UN5TOCK 251, WITH THREE (5) COATS GLEAR URETHANE SCONCE, 15 W., NO H2582, POLISHED 5RA55, IS 5/5" X 6"H MOUNT b'-6" HIGH A- ftPL- PLASTIC LAMINATE (COORDINATE WITH ELECT. PHI LIGHTING S(HEDULE) FIRST G I p FLAN I N0.18 ADD DOWNLIGHTS TO TOWER CEILING, 4" DOWNLIGHT RST FLOORFINISH P�1�11 V IPL-I 1, (BATHROOM PLASTID LAMINATE, NO. 4513-Oi, MESA VERTE HD4/4201-LI BY NEO-RAY (BATHROOM COUNTERS) (COORDINATE WITH ELECT DWGS. & LIGHTING SCHEDULE) ACT- ACOUSTICAL GEILING TILE NO Ill TOWER WALL 15 TO HAVE AN EXTRA LAYER OF GYP. BOARD TACT-1 DROPPED CEILING SYSTEM, ARMSTRONG, METAPHOR 2-0", ADDED AT CEILING HEIGHT, PAINT FACIA AND CEILING - CROWN COFFERED CEILING, SET IN " T" BAR CEILING,2' X 2', PT-2 WHITE DOVE, FLAT FINISH COLOR WHITE NO20 INDUSTRIAL LIGHT FIXTURES ARE TO BE AFIXED TO THE UNDERSIDE OF CONCRETE DECK ABOVE HEIGHT OF FIXTURE RCF RAISED COMPUTER FLOOR 15 TO BE q'-O" A.F.F. GO-ORDINATE WITH HEIGHT OF OPENED IRGF RA15ED COMPUTER FLOOR, TEC-CRETE BY HAWORTH,COLOR, GAR;GE DOOR. --- - FIN15H TO BE SELECTED BY ARCHITECT (COORDINATE WITH ELECT DWGS. 4 L16HTIN6 56HEDULE) NO21 CURVED 5TAIR5 ARE TO BE MANUFACTURED BY 5PIRALSTAIRS OF AMERICA (SEE CONSTRUCTION DWGS FOR DIMENSIONS). FIN15HE5 ARE TO BE. - STAIR TREAD- ONE PIECE 1/4" THICK GRANIT, KENORIAN SAGE,(FINISH DIAMOND 100 ) BY COLD SPRING GRANIT. (6-2) - HAND RAILING- SOLID MAHOGONY WITH HIGH LUSTER FIN15H - BALLISTERS AND ALL OTHER PARTS TO BE PAINTED 7 BENJAMIN MOORE, BLACH FOREST GREEN, HIGH 6L055 FINISH 6 01/14/10 ISSUED TO OWNER NFR 5 01/23/09 ISSUED TO OWNER NFR 4 10/30/08 ISSUED TOZBA NFR 3 07/01/08 ISSUED TO ZBA NFR R S T F L 0 0 R 2 05/19/08 ISSUED TO BUILD DEPT. NFR MARK ROOM NAME FLOOR BASE GEILING GEILING WALL5 REMARKS 1 05/02/08 ISSUED TO OWNER NFR HEIGHT NORTH SourH EAST wE5? REV I DATE I DESCRIPTION BY o 03 GAMY EOOM SI1RE GPT 32 MVB-12 ACT VBRIOES PT-I PT-I PT-I PT-I SEE DETAILED FLOOR PLAN FOR GRANITE LAYOUT. SEE FIN No Es 1,2- MLD-2 EHASZ GIACALONE CAME 102 DATA CENTER OFT-4,VGT-I VB-2 AGT 8'-6" PT-2 PT-2 FT-2 PT-2 /L p/� ^ P.C.PT-3 PT-3 PT-3 PT-3 ARCHITECTS, PC __ '-Oj_ , .• • 104 ELECTRICAL ROOM GONG ACT S'-O" PT-5 PT-3 FT-3 Pr-3 431 CONKLIN STREET 105 TOILET GT-I CT-I ACT 8'-0" T2/PT T2/PT T2/PT T2/FT CT ON FLOOR, WALLS TO 4'-0" A F.F. FARMINGDALE, NEW YORK 11735 106 TOILET GT-I CT-I ACT 8'-0" TVPr T2/1`7 T2/PT TUFT CT ON FLOOR, WALLS To 4'-0" A.F.F. TEL:(516)420-8383 FAX:(516)420-0195 . 101 PANTRY VGT-I VBI ACT 8'-O" PT-2 Pr-2 FT-2 FT-2 THESE PLANS ARE AN • 108 CORRIDOR GPi-3 MLD-2 Acr 8'-O" PT-3 PT-3 PT-3 PT3 SEE FINISH NOTE NO.1 INSTRUMENT OF SERVICE GOLD SPRING GRANITE GO.,yp" THICK IOq BREAK-OUT ROOM OPT-3 MLD-2 AGT q'-0" PT-I PT-I PT-I PT-I SEE FINISH NOTE NO.I AND ARE THE PROPERTY °❑°❑ o:° ❑: COLOR. PIONEER RED,FINISH: POLISHED OF THE ARCHITECT ❑❑❑ ❑❑ ❑❑ -TYP. FOR ALL AREAS 5HOWN SHADED 110 STORAGE VC-I VB-I ACT a:-011 Fr-2 PT-2 FT-2 PT-2 INFRINGEMENTS WILL BE �- allT-2�__� ��" � .� III STORAGE VGT-1 VB-I ACT H' PT-2 P FT-2 PT-2 111�� PROSECUTED 2 GARAGE coNc --- --- -- Fr-z FT-2 Pr-z FT-z PROJECT r 115 STAIR VGT-I VB-I ACT --- PT-2 PT-2 FT-2 PT-2 a ♦` \� J- _� -^- 114 OFFICE GPT-3 MLD-2 ACT q'-O" PT-2 PT-2 PT-2 PT-2 SEE FINISH NOTE NO.I r' SANTORIN I I 115 ELEVATOR MACHINE ROOM GONG -- FT-2 PT-2 PT-2 Ii MEETING HOUSE m R35 o 'POW 2 `1 111_ EXTERIOR CL05ET GONG --- --- --- PT-2 PT-2 F7-2 PT-2 3500 DUCK POND ROAD oft, II___' _ - - „_ _ Ill STORAGE VGT-I VB-I ACT 8'-O" PT-2 PT-2 PT-2 PT-2 CUTCHOGUE, NEW YORK 11935 KENORIAN SAGE,DIAMOND TYP 100 FINISH. TYP. OF ALL AREAS SHOWN N07 SHADED. DRAWING 3 ♦ KEY U � ' L■1�y`` `� SEE FINISH NOTE NO. 21 F I NI. 1 5 H E 5 N 0 T E s FIRST FLOOR FINISH PLAN ry - --i__l_!- ` FOR STAIR FINISHES. CPT- = CARPET P50- = PAINTED CONCRETE PLANK 1. ALL FINISHES SHALL HAVE A GLA55 I ti - -- VCT- = RESILIENT TILE (SPRAY ON) OR CLASS A FIRE RATING. U PCB- = PAINTED CONCRETE BLOCK DATE DRAWN BY HL m b VGB- = RESILIENT BASE 2 PROVIDE VINYL TRANSITION STRIP AT 3/Iq/O6 is TYP 1 GAL LOBBY FLOOR LANT'l CT- = CERAMIC TILE 5TG- = STAINED CONCRETE ALL LOCATIONS WHERE CARPETING I- I 1/4" = Ill Pill PAINTED WOOD VB = VINYL BASE AREAS MEET VCT, GRANITE, CERAMIC TILE SCALERS NOTED CHECKED BY NFR o EM WB- = ENTRANCE MAT WOOD BASE 3 FLOOR PATTERN TO BE 5ELECTED BY PCB- PAINTED PAINTED GYP. = PROJECT SHEET OF r ACT- ACOUSTIC GEILINS NG TILE ARCHITECT. OT26.01 2l 2q SGL- = SUSPENDED GYP BD. FC- = PAINTED CONCRETE DRAWING NO. CEILING PT- = PAINT L m F 1.. 0 ti 0 3 0 N N m N N T N C F I N 1 5 H L E 0 E N D F I N S H N O T E 5 OPT- CARPET NO.1 WOOD WALL BASE (AB-1) ® ALL ROOMS SHALL BE _ PAINTED THE SAME COLOR AS WALLS, SEMI-GLOSS FINISH. IGPT-I 1 SHAH HOSPITALITY, COUNTRY GR0551NG5, CITY BLOCK GOLLEGTION NO2 SHEETROCK CEILING TO BE PAINTED (Pi WHITE DOVE GOLOR: NO. 01310, LAMP POST EGGSHELL FINISH IGPT-21 SHAH CONTRACT CARPET, 56EFYOR II, 42 50521, COLOR: NO. 43545, NO.5 WALLS IN THE MULTI-PURPOSE ROOM ARE TO BE PAINTED KHAKI TWO COLORS. (P7-1) SAG HARBOR GRAY BELOW CHAIR RAIL CPT-3 SHAH CONTRACT CARPET,UTOPIAN, 52 50515, COLOR: NO. 43545 EGGSHELL FINISH. CHAIR RAIL AND BASE ARE TO BE PAINTED KHAKI (PT-I) SEMI-GLOSS FINISH. PAINT (Pi WHITE DOVE WALL AND CEILING ABOVE CHAIR IGPT-4I SHAW CONTRACT CARPET, CARPET TILE, 5g342, CONNECT EH 24, RAIL. GROWN MOULDING TO BE PAINTED (Pi 5EMI-5LOSS. COLOR: NO. 40315, EXOTIC, 5EASALT NOA MULTI-PURF05E ROOM TO HAVE WOOD BASE (MILD-2), [CPT-51 SHAW CONTRACT CARPET,UTOPIAN, 32 50515, GOLOR: NO. 43220, CHAIR RAIL (MLD-4) SET AT 34" AFF AND GROWN MOULDING GOLD RUN (MLD-1) CHAIR RAIL 15 TO BE TERMINATED AT EITHER SIDE L GPT-6_I SHAW CONTRACT CARPET,UTOPIAN, 32 50515, COLOR NO. 43301, OF CURVED WALL (OUTSIDE PERIMETER OF STAIRS). ELEPHANT N05 ALL DOORS ARE TO HAVE CASING MOULDING (MLD-5) NO.6 KITCHEN CABINETS ARE TO BE KEMPER,KING5TON (50UARE FULL OVERLAY DOOR STYLE ) IN A LIGHT CHERRY FINISH. - - - - WALL SCONCES, SEE NOTE N0.11 VGT- VINYL COMPOSITION TILE SEE ELEVATIONS FOR CONFIGURATIONS. COUNTER TOPS VGT-I ARMSTRONG STANDARD EXCELON, IMPERIAL TEXTURE, NO 51b30 TO BE CAMBRIA, STAFFORD BROWN. 6„ 2q_q�2 51-611COTTAGE TAN N07 A-OPATIO DOORS-2025,6,D,E AND F BY ANDER50N B- MAIN ENTRY DOOR- CIA BY ANPER50N ❑ _ I 1 E 1- G- GRANITE G- ALL OTHER EXTERIOR ENTRY DOORS- STEEL ENTRANCE 5-1 1 GOLD SPRING GRANITE COMPANY, 1/4" THICK COLOR: PIONEER RED DOORS, CONTOUR5 BY JELD-WEN. 51X (b) PANELS, GPT_-5_ rGPT-6� G'�T'S_I - - POLISHED FINISH BEADED STICKING PROFILE FOR PAINT NERD¢ JVi _ - FLOOR TO CEILING MIRROR, ADHERED D- INTERIOR DOORS- MOULDED PASSAGE DOORS BY -- IOiE r- --�- _ -_- TO WALL WITH CLIPS AND TRACK. 1--- ST RA T G-2 T, GOLD SPRING GRANITE COMPANY, I/4" THICK DOLOR KENORIAN SAGE JELD(WEN BOSTONIAN, TEXTURED SURFACE, MODIFIED r - - 42 WIDE. FINISH: DIAMOND IGO DOVE AND BEAD STICKING PROFILE ( 6 PANEL ) -- ---- - _ - - - - ----- -- - ---CPT-5 - CPT-S�--- -J SOLID GORE SOUND REDUCTION, 60 MIN. FIRE RATED.- THIS PORTION OF THE BACK WALL 6T- CERAMIC TILE E- GARAGE DOORS- ROCK CREEK, SIMULATED SWING-OUT - GPT-5' 5 TO HAVE AN EXTRA (1) LAYER OF GT-I FLOOR TILE, AMERIGAN GLEAN " ULTRATEGH" GOLOR80DY " OVERLAY CARRIAGE HITS GARAGE DOOR BY GPT-61 li /e GYPSUM BOARD, A H VINYL PORCELAIN RA (AGE HOUSE, W - -- - ---- - - -KI GH{�N_ - - -� WALL60VERING HN15H TING-1 X" SUCKS AND NINDONS. FOR q'- W. X 5-OVER, . OPENING. 1 GAR WITH - - - r IN LIO ❑ ❑ - HALL TILE TILE,2FX D FIF, AMERICAN OLLEAN,N C05TA EI " PORCELAIN EN ARCHED. \ 4'-0 SEE FINISH NOTE N0. 15 -- FIN 5HSHT5NI007E ABOVE FETE NO Ib jGT 3 FLOOR TILE, AMERIGANSOE AN DOR RATEGH�GOLORBODY F ALL INTERIOR DOORS O DDRE HAVE BRA56H MICE HANDLES, 5LAGK (FLAIR" F PORCELAIN N0. 12 L�� - TILE, 12' X 12 , FIELD TILE, BEIGE J021 UNPOLISHED 6- ALL DOORS ARE TO BE PAINTED (PT-2) WHITE DOVE H. MEETING GPT-I Si FINISH. ROOM EXCEPTION- DOOR NO. 101, MAIN ENTRY DOOR, 15 TO GPT-( _C�r - o6 'GPT-3 MLD- MOULDINGS BE PAINTED BENJAMIN MOORE NO.2051-10, NEON RED, SEE-rim D H _ -_ �1 T-- _ _ - - -- SEE-FINISH-NOTE No. 6- - - BREAK-OUT O - MLD-I I GROWN MOULDING, DYKES LUMBER CO., NO. 1656 , 11/Ib" X 5 1/4", PAINT SEMI-GLOSS.( INSIDE AND OUTSIDE) Q I� _ _ _ -- - P-1 � SEE FINISH NOTE NO. 15LP-1- ROOM - J SEE FIN. NOTE NO. 14 FOR _ _ _ - SAME COLOR AS THE WALL ( SEMI-GLO55) NO.b MEETING ROOM: PAINT THIS WALL A5 INDICATED ON PLAN r__ -1 I_ __ _ - aoa __GEILIN6 IN THIS AREA � _ p_2 0 CENTER WALL IS TO BE PAINTED PT-2 ___� _ (MLD-2 BASE MOULDING, DYKES LUMBER GO., NO.292, II/Ib" X 4 5/b", PAINT WHITE DOVE, FLAT SAME COLOR AS THE WALL SEMI-GLOSS f (AGT-I - _- - ( ) N09 THIS PORTION OF EAST WALL IS NOT TO HAVE CHAIR RAILING �- �' ❑ BOG' -_ (MLD-3I CASING MOULDING, DYKE5 LUMBER GO, NO 224, II/16" X 2 1/7, PAINT WALL 15 TO BE FAINTED (FT-IQ SAG HARBOR GRAY. DO NOT CARPET BORDER 15 TO 6P_T_-2_ _ �, O IGPT_-3' 1; MLD-41 CHAIR RAIL, DYKE5 LUMBER CO., No.2b4, 11/I6" PAINT GROWN MOULDING THIS COLOR. GROWN MOULDING �-- CORRIDOR SAME DOLOR AS THE WALL ( SEMI-GLOSS) 15 TO BE PAINTED SAME AS THE ROOM PT-2, SEMI-GLOSS 1 REFLECT CEILING BEAK ABOVE 2o-I X 2 3/4", PAINT SAME DOLOR AS THE WALL ( SEMI GLOSS) 36 ABOVE FIN. FLOOR NO 10 THE INSIDE WALLS OF THE STAIR TOWER 15 TO BE FIN15HED - - - - MULTI-PURPOSE �- {��' �� -JB��1 -1 _ J,G./STORAGE Q MI LO-51 NOSING, DYKE5 LUMBER CO., NO. 154, 1 1/5" X 1 3/4", PAINT IN WO-2,VINYL WALL60VERIN5, TRI-KE5, OSLO, 02VOl GPT-2 ROOM 41 _4 ► soq �V6T-I .' PT-I SAG HARBOR GRAY ( SEMI-GLO55) GAUZE. 02 - I NO.II MLD-5, NOSE MOULDING TO BE APPLIED TO TOP AND BOTTOM OF 00^ o* STAIR PLATFORM AND CARRIED AROUND THE ENTIRE TOWER ` �-' ❑ WOMEN'S' SEE FINISH NOTE NO 13 V8- _ VINYL BASE (SEE SECTION NO I/ FP-2 ) THE MOULDINGS AND THE SPACE TOILET VB-I WALL BASE, ROPPE NO PI4q, CANVAS BETWEEN THEM 15 TO BE PAINTED (P7-1) SAG HARBOR GRAY ,GPT-3 SEMI-GLOSS. - SEE FIN15H NOTE - ❑ ❑ -OIRA IRE - _GPT-3'1 VS-2 WALL BASE, ROPPE NO, P113, PISTACHIO NO.11 PAINT GYPSUM BOARD CEILING Pi WHITE DOVE, FLAT FINISH. NO. q 14 -I BREAK-OUT ITT ROOM PT- FAINT NO 13 BATHROOM PARTITIONS ARE TO BE PONDER COATED TO MATCH --= -T=1 FVGT_I COLOR PiYELLOW FREEZE. ls a PT-I BENJAMIN MOORE, NO, HG-g5, SAG HARBOR GRAY, EGGSHELL FINISH ALL COUNTERS IN TOILETS ARE TO BE PL-I,WILSONART, N04513-01, NOTE No, 10112 STAIR - -- MESA VERTE. --T- PT-2 BENJAMIN 212 - MOORE NO OG-Il, WHITE DOVE EGGSHELL FINISH ❑ ❑ � MEN'G ( DOORS FINISH SEMI-GL055) N0.14 RAISED PORTION OF GEILIN6 IS TO BE ARMSTRONG, METAPHOR a 0 TOILET PT-3 BENJAMIN MOORE, NO.2020-10, YELLOW FREEZE, EGGSHELL FINISH GROWN COFFERED CEILING, SET IN " T" BAR CEILING,2' X 2', DOLOR WHITE PT-4 _ BENJAMIN MOORE, NO 211 ACORN YELLOW, EGGSHELL FINISH ( NO.15 WALL MOUNTED DRAPER SILHOUETTE PROJECTION SCREEN,12" W X III H, WHITE FINISH, WITH INFRARED REMOTE CONTROL x, - WG- VINYL WALLGOVERING p � AND RECEIVER. o, - WG-I VINYL WALL60VERING, TRI KE5 WALLCOVERING OSLO NO 2V05-12 FOREST -_ NO IC, 5 EP LIGHT BY COOPER LIGHTING ZUMA 211 OP 13W COM PACT Ill VINYL WALLGOVERING, TRI KE5 wALLGOVERING, OSLO, N0.2V05-Og, GAUZE FLUORESCENT STEP LIGHT, 13 W TWIN TUBE, 1201 BLACK FLUSH (BK) CENTERED IN RICER � 51 STAIN 4 URETHANE NO.II WALL SCONCE BY HALO LIGHTING, INCANDESCENT NOUVEAU -- SCONCE,15 IN, NO. H25b2, POLISHED BRA55, 15 5/b" X VH ST-I- I STAIN 4 URETHANE, MINI WOOD FINISH, OIL BASED WOOD STAIN, MOUNT 61 HIGH ,- COLOR: GUNSTOCK 231, WITH THREE (3) COATS CLEAR URETHANE NO.Ib ADD DOWNLIGHTS TO TOWER CEILING, 4" DOWNLIGHT SEE FINISH NOTE NO, 13 FL- PLASTIC LAMINATE HD4/4201-LI BY NEO-RAY _ PL-I HIL50NART PLASTIC LAMINATE, No. 4513-01, MESA VERTE NO Iq TOWER WALL IS TO HAVE AN EXTRA LAYER OF GYP. BOARD - - - (BATHROOM COUNTERS) 2-0", ADDED AT CEILING HEIGHT, PAINT FAGIA AND CEILING PT-2 WHITE DOVE, FLAT FINISH. ACT- ACOUSTICAL GEILIN6 TILE NO.20 INDU5TRIAL LIGHT FIXTURES ARE TO BE AFIXED TO THE 'ACT-I DROPPED CEILING SYSTEM, ARMSTRONG, METAPHOR UNDERSIDE OF CONCRETE DECK ABOVE. HEIGHT OF FIXTURE ---- GROWN COFFERED CEILING, SET IN " T" BAR CEILING,2' X 2', 15 TO BE 5'-0" A.F.F.. CO-ORDINATE WITH HEIGHT OF OPENED COLOR WHITE GARAGE DOOR, NO21 CURVED STAIRS ARE TO BE MANUFACTURED BY R6F RAISED COMPUTER FLOOR 5PIRAL5TAIR5 OF AMERIGA (5EE CONSTRUCTION DWG5 FOR DIMENSIONS). FINI5HE5 ARE TO BE 'RGF RAISED COMPUTER FLOOR, TEG-GRETE BY HAWORTH, COLOR, - STAIR TREAD- ONE PIECE 1/4" THICK GRANIT, KENORIAN - - FIN15H TO BE SELECTED BY ARCHITECT SAGE,( FINISH DIAMOND 100 ) BY GOLD SPRING GRANIT. (G-2) - HAND RAILING- SOLID MAHOGONY WITH HIGH LUSTER FINISH. - BALLISTEE AND ALL OTHER PARTS TO BE PAINTED BENJAMIN MOOS, BLA6H FOREST GREEN, HIGH GLOSS FINISH. 1SECOND FLOOR FINISH PLAN 7 6 01114/10 ISSUED TO OWNER NFR 5 01/23/09 ISSUED TO OWNER NFR V 4 10/30/08 ISSUED TO ZBA NFR 3 07/01/08 ISSUED TO ZBA NFR S C, O N ® F L= O R 2 0snsroe ISSUED TO BUILD DEPT. NFR LINE OF TOWER WALL MARK ROOM NAME FLOOR BASE GEILIN6 CEILING WALLS 1 05/02/08 ISSUED TO OWNER NFR HEIGHT NORTH SOUTH EAST WEST REMARKS REV DATE DESCRIPTION BY 201 LOBBY G-1,2 MLD-2 ACT VARIES Pi PT-1 PT-I FT-I SEE DETAILED FLOOR PLAN FOR GRANITE VINYL WALLGOVERIN6, WG-2 - LAYOUT SEE FIN NOTES 1,2- MI EH/A8Z�GII�ACALO�NE GAUZE 202 MULTI-PURP05E ROOM 6FT-12 MLD-2 AGT-I, Pi b'-b"p'-10" Pi PT-12 PT-12 Pi 2 SEE FINISH LAN FOP, r NOTE N0:,3,4T BORDERS, Af7VH11 GV�, P.V. O G, D-5 203 SERVICE KITCHEN CT-I CT-3 ACT b'-O" Pi PT-3 Pi Pi 204 GENERAL STORAGE VGrI VB-I ACT b'-O" FT-2 PT-2 PT-2 P--2 431 CONKLIN STREET zos CORRIDOR vcr-I Val 'T e'-o^ Pr-3 PT-3 Pr-3 PT-3 SEE NOTE No.l FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 206 MEETING ROOM GPT-1,5,6 VB-2 AGT-PGB b'-O"9'-b" WG-I PT-I PT-I PT-I SEE NOTE NO.I, FOR MIRROR SEE FIN. PLAN 201 CORRIDOR GPT-3 MLD-2 ACT 8'-0" Pi Pi Pi Pi SEE NOTE NO.] THESE PLANS ARE AN - - - - - - 205 BREAK-OUT ROOM GIJ MLD-2 ACT q'-O" PT-3 PT-3 P7-3 PT-3 SEE NOTE NO.I INSTRUMENT OF SERVICE AND ARE THE PROPERTY 201 JANITOR'S CLOSET / STORAGE NOT-1 V5-1 ACT b'-O" PT-2 PT-2 Pi PT-2 OF THE ARCHITECT o°o°o °oo� °oo 210 WOMEN'5 TOILET CT-I G7-1 AGT b'-0" T2/P7 T2/PT T2/PT :T2/PT' GT ON FLOOR, WALLS TO 4'-0" A.F.F. INFRINGEMENTS WILL BE -- - -- PROSECUTED - -- - 211 MEWS TOILET GT-I GT-I ACT b'-O" T2/PT T2/PT GT2/PT T2/PT- GT ON FLOOR, WALLS TO 4'-0" A.F.F. PROJECT VINYLwALLcovERING,we-2 / GAUZE 215 ROOM CPi MLD SANTORINI BEAK-OUT 2 ACT g'-0" FT-3 Pi PT 3 PT 3 SEE NOTE NO.I MEETING HOUSE PAINT MLD-5 AND SPADE BETWEEN q� PT-1 SAG HARBOR GRAY, 5EMI-GLOSS L 214 STORAGE VGT-I Nil - '-O" PT-2 PT-2 PT-2 PT-2 3800 DUCK POND ROAD 0 v CUTCHOGUE, NEW YOIiK 11935 _ STAIR PLATFORM ' m --- ------ - -- - -- - - - DRAWING PAINT UNDERSIDE OF STAIR PLATFORM P-2 WHITE DOVE, EGGSHELL FINISH KEY SECOND FLOOR FINISH PLAN UwnLLcovERING,we-2 F I N ! 5 H E 5 N 0 T E 5 9' ADD 3/p" FINISHED WOOD ALL EDGE5 OF OPENING CPT- = CARPET Pi = PAINTED CONCRETE PLANK 1. ALL FINISHES SHALL HAVE A (LASS IDATE DRAWN BY HL E PAINT P-1,SAG HARBOR GRAY, 5EMI-6LO55 VG T- = RE5ILIENT TILE (SPRAY ON) OR GLASS A FIRE RATING. 3/Iq/Ob m DRAPED CEILING IN FOYER PCB- FAINTED CONCRETE BLOCK 2 PROVIDE VINYL TRANSITION STRIP AT SCALEgS NOTED CHECKED BY NFR H- VGB- RESILIENT BASE 6T- in CERAMIC TILE 5T6- = STAINED CONCRETE ALL LOCATIONS WHERE CARPETING Pi = PAINTED WOOD AREAS MEET VGT,GRANITE, CERAMIC TILE PROJECT o1lze,ol SHEET 28 OF 2q N VB = VINYL BASE c 5EGT1 ON THRU STAIR PLATFORM AND TOWER PCB- = PAINTED GYP. BD. AS- = WOOD BASE 3. FLOOR PATTERN TO BE SELECTED BY 1/2" - Ill ARCHITECT. DRAWING NO. AGT- = ACOUSTIC, CEILING TILE EM = ENTRANCE MAT 551 = SUSPENDED GYP. BD. PG- = PANTED CONCRETE N CEILING PT- = PAINT MI . a �$o N R N? N m N C F I N 1 5 H L E 5 E N P F I N 1 5 H N 0 T E 5 OPT- CARPET NO I WOOD WALL BASE (W5-1) m ALL ROOMS SHALL BE PAINTED THE SAME COLOR A5 WALLS, SEMI-GLOSS FIN15H OPT-I SHAW HOSPITALITY, COUNTRY CROSSINGS, CITY BLOCK COLLECTION NO2 5HEETROOK CEILING TO BE PAINTED (PT-2) WHITE DOVE COLOR, NO. 01310, LAMP POST. EGGSHELL FINISH. CPT-2 SHAW CONTRACT CARPET, 56EPYOR 11, 42 50521, COLOR NO 43545, NO.3 WALLS IN THE MULTI-PURP05E ROOM ARE TO BE PAINTED KHAKI TWO COLORS. (PT-0 SAG HARBOR GRAY BELOW CHAIR RAIL IGPT-3 SHAW CONTRACT CARPET, UTOPIAN, 32 50515, COLOR. NO 43545 EGGSHELL FINISH. CHAIR RAIL AND BASE ARE TO BE PAINTED KHAKI (P-I) SEMI-GLOSS FINISH. PAINT(PT-2) WHITE DOVE WALL AND CEILING ABOVE CHAIR IGPT-4 SHAW CONTRACT CARPET, CARPET TILE, 5g342,CONNECT EW 24, RAIL. CROWN MOULDING TO BE PAINTED (PT-2) 5EMI-6LO55. COLOR NO, 40315, EXOTIC 5EA5ALT NO.4 MULTI-PURPOSE ROOM TO HAVE WOOD EASE (MLD-2), GPT-SI SHAW CONTRACT CARPET, UTOPIAN, 32 50515, COLOR- NO 43220, CHAIR RAIL (MLD-4) SET AT 54" AFF AND CROWN MOULDING -- - - GOLD RUN (MLD-I) CHAIR RAIL 15 TO BE TERMINATED AT EITHER SIDE OF CURVED WALL (OUTSIDE PERIMETER OF STAIRS). [GPT-6 SHAW CONTRACT CARPET, UTOPIAN, 32 50515, COLOR: NO 4330q, NOS ALL DOORS ARE TO HAVE GA51NG MOULDING (MLD-3) ELEPHANT N06 KITCHEN CABINETS ARE TO BE KEMPER, KINGSTON ( 50UARE FULL OVERLAY DOOR STYLE ) IN A LIGHT CHERRY FINISH. VCT- VINYL COMPOSITION TILE SEE ELEVATIONS FOR CONFIGURATIONS. COUNTER TOP5 VGT-I ARMSTRONG STANDARD EXCELON, IMPERIAL TEXTURE, NO. 51030 TO BE CAMBRIA, STAFFORD BROWN. COTTAGE TAN N07 DOORS A- PATIO DOORS-2028,G,OE AMC) F BY ANDERSON B- MAIN ENTRY DOOR- IOIA BY ANDERSON G- GRANITE G- ALL OTHER EXTERIOR ENTRY DOORS- STEEL ENTRANCE rG-I GOLD SPRING GRANITE COMPANY, I/4" THICK DOLOR PIONEER RED DOORS, CONTOURS BY JELD-WEN. SIX (6) PANEL5, --- POLISHED FINISH BEADED 57ICKING PROFILE. FOR PAINT D- INTERIOR DOORS- MOULDED PASSAGE DOORS BY G-2 COLD SPRING GRANITE COMPANY, 1/4" THICK COLOR: KENORIAN SAGE JELD-WEN. BOSTONIAN, TEXTURED SURFACE, MODIFIED FINISH: DIAMOND 100 COVE AND BEAD STICKING PROFILE (b PANEL ). SOLID ORE SOUND REDUCTION, 60 MIN. FIRE RATED. GT- CERAMIC TILE E- GARAGE DOORS- ROOK CREEK, SIMULATED SWING-OUT OVERLAY CARRIAGE HOUSE, WHITE GARAGE DOOR BY CT-1 FLOOR TILE, MULTIDEGKURPOSE - - _- - - __ -_ CT-2 TILE, L2" E TO 4EELD TILE, I AMERIGOAN OE AN,N GO A UNPOLISHED E01 LIP RELAIN"PORCELAIN EN R DE- I5D WIN W X 6'-0"H OPENING. GAR WITH RAYNOR. FOP, 0' FLE TRAPS AND HANDLES, BLACK FINISH. DECK _ - X" DOWS 3-OVER, 3 PANE, ARCHED. BELOW -- _ DURACOTE WHITE POWDERGOAT TRACK AND HDWR. MOSIAC TILE,2" X 2", SABBIA DORATO, GRBI F- ALL INTERIOR DOORS ARE TO HAVE SCHLA6E "FLAIR" ICT-3 FLOOR TILE, AMERICAN OLEAN "ULTRATEGH" COLORBODY PORCELAIN LEVER HARDWARE IN POLISHED BRA55 FINISH. TILE I2" X I2" FIELD TILE BEIGE JO2I UNPOLISHED G- ALL DOORS ARE TO BE PAINTED (PT-2 WHITE DOVE ' - - ------ - - � - - - � � � 5EMI-GLO55 FINISH. EXCEPTION- DOOR N0. 101, MAIN ENTRY DOOR, IS TO MLD-- MOULDINGS BE PAINTED BENJAMIN MOORE NO.2081-10, NEON RED, MLD GROWN MOULDING, DYKES LUMBER CO., NO. Ib56 , II/16" X 5 1/4", PAINT SEMI-61_055.( INSIDE AND OUTSIDE) SAME COLOR AS THE WALL ( 5EMI-01-055) NO.8 MEETING ROOM: PAINT THI5 WALL AS INDICATED ON PLAN TOILET TOILE MLD-21 BASE MOULDING, DYKES LUMBER CO, NO 2q2, II/Ib" X 4 5/8", PAINT CENTER WALL 15 TO BE PAINTED PT-2 WHITE DOVE, FLAT 50 os SAME DOLOR A5 THE WALL ( SEMI 61-055) NOA THI5 PORTION OF EAST WALL 15 NOT TO HAVE CHAIR RAILING. GT-I 'GT-I MLDI3 CASING MOULDING, DYKES LUMBER CO., NO.224, 11/16" X 2 1/2", PAINT WALL 15 TO BE PAINTED (P7-1) SAG HARBOR GRAY. DO NOT SAME DOLOR AS THE WALL ( SEM-GLOSS) PAINT CROWN MOULDING THI5 COLOR. GROWN MOULDING - 15 TO BE PAINTED SAME AS THE ROOM PT-2, SEMI-GLO55. G _--�_ - •�. - - - s02 MLD-4� CHAIR RAIL, DYKES LUMBER CO., NI 13b" X 2 3/4", PAINT - a - - SAME DOLOR A5 THE WALL ( SEMI-GL055) 36" ABOVE FIN FLOOR NO.10 THE INSIDE WALLS OF THE STAIR TOWER IS TO BE FINISHED 2 GPT-3 CORRIDOR I NOSING, DYKES LUMBER CO., NO. 154, 1 1/8" X 1 5/4", PAINT IN W6-2 VINYL WALLCOVERING TRI-KE5 05LO, 42VO5-Oq ,MLD-5' PT-I SAG HARBOR GRAY ( SEMI-GL055) GAUZE. G , VGT_I \\\ NO 11 ALP-5, N05E MOULDING TO BE APPLIED TO TOP AND BOTTOM OF =/M STAIR PLATFORM AND CARRIED AROUND THE ENTIRE TOWER. STORAGE _ \\\ VB- VINYL BASE (SEE SECTION NO2/ TC-42) THE MOULDINGS AND THE SPACE BETWEEN THEM 15 TO BE PAINTED (PT-) SAG HARBOR GRAY VDT-I IVB-I WALL BASE, ROPPE NO. PI4q, CANVAS - I'-4" - ='^--� _,� _� 5EMI-GL055. 'r VB-2 WALL BASE, ROPPE NO. P113, PISTACHIO \\ \ _ N0.12 PAINT GYPSUM BOARD CEILING PT-2, WHITE DOVE, FLAT FINISH PT- _ PAINT NO.13 BATHROON PARTITIONS ARE TO BE POWDER COATED TO MATCH COLOR PT-3, YELLOW FREEZE. SEE FINISH NOTE NO 10, n \\\ PT-I- BENJAMIN MOORE, NO. HC-q5, SAG HARBOR GRAY, EGGSHELL FINISH ALL COUNTERS IN TOILETS ARE TO BE FL-1, WILSONART, NO.4513-01, '6 -- - - -- - _ - MESA VERTE. ]Pf� BENJAMIN RE, NO, 06-11, NHITE DOVE, EGGSHELL FIN15H ODORS RAISED TO 'FT-5 BENJAMIN ADD DOWNLI6HT5,SEE NOTE NO 18 \\N� PT-4 BENJAMINFMOOOOREENOO 21620-10AGORNOYELLOW?EGGS ELLLFINISH H N0.14 COLOR WO PORTION EERED CEILING, SET N "BT" BAR CEILING,METAPHOR N0.15 WALL MOUNTED DRAPER SILHOUETTE PROJECTION SCREEN, \ GEILIN6, SEE NOTE NO Iq,21 \\ / WG - VINYL WALLCOVERING 12" W X H, WHITE FINISH, WITH INFRARED REMOTE CONTROL / _ AND RGEI / WG-I VINYL WALLGOVERING, TRI KE5 WALLGOVERING, OSLO, NO.2V05-12, FOREST N0.16 STEP LIGHTHT BY 8Y COOPER LIGHTING, NMA 1211-OP-13W COMPACT \�\ / WC-2 VINYL WALLCOVERING, TRI KE5 WALLOOVERING,OSLO, NO 2VO5-0q, GAUZE FLUORE56ENT STEP LIGHT, 13 W TWIN TUBE, 120V BLACK FLUSH (BK) \ \ / CENTERED IN RISER � 5T- STAIN 4 URETHANE N0.11 WALL SCONCE BY HALO LIGHTING, INCANDESCENT NOUVEAU _ SCONCE, 15 A., NO. H2582, POLISHED BRA55, 15 5/5" X 6"H. - - - -- - -- - - - I5T-I STAIN 4 URETHANE, MINWAX WOOD FINISH, OIL BASED WOOD STAIN, MOUNT 6-6" HIGH 9 COLOR: GUNSTOCK 231, WITH THREE (3) COAT5 CLEAR URETHANE NO.18 ADD DOWNDOH75 TO TOWER CEILING, 4" DOWNLIGHT PL- PLASTIC LAMINATE H04/4201-LI BY NEO-RAY PL-I HIL50NART PLASTIC LAMINATE, NO. 4513-07, MESA VERTE NO Iq TOWER WALL 15 TO HAVE AN EXTRA LAYER OF GYP BOARD -- _ (BATHROOM COUNTERS) 2-0", ADDED AT CEILING HEIGHT, PAINT FACIA AND GEILIN6 PT-2 WHITE DOVE, FLAT FINISH. A(T- ACOUSTICAL CEILING TILE NO20 INDUSTRIAL LIGHT FIXTURES ARE TO BE AFIXED TO THE 'TACT-I DROPPED GEILIN6 SYSTEM, ARMSTRONG, METAPHOR UNDERSIDE OF CONCRETE DECK ABOVE. HEIGHT OF FIXTURE -- - OO CROWN COFFERED CEILING, SET IN " T" BAR CEILING,2' X 2', GARAGE D DOO IS TO BE A.FF GO-ORDINATE WITH HEIGHT OF OPENED R. DOLOR WHITE NO21 CURVED STAIRS ARE TO BE MANUFACTURED BY RCF RAISED COMPUTER FLOOR 5PIRAL5TAIR5 OF AMERICA (SEE CONSTRUCTION DWGS FOR RCF RAISED COMPUTER FLOOR, TEG-CRETE BY HAWORTH, COLOR, DIMENSIONS). FINISHES ARE TO BE FIN15H TO BE SELECTED BY ARCHITECT SAGE, STAIR TREAD- ONE PIECE 0 ) THICK GRANIT, KENORIAN SAGE, ( FINISH DIAMOND 100 ) BY GOLD SPRING GRANIT. (6-2) - HAND RAILING- SOLID MAHOGONY WITH HIGH LUSTER FINISH. FLOOR FIN15H PLAN - BALUSTERS AND ALL OTHER PARTS PAINTED BENJAMIN MOORE, BLAGH FOREST GREEN, N,, HIGH 6L055 FINISH, 7 6 o1/14/10 ISSUED TO OWNER NFR 5 01/23/09 ISSUED TO OWNER NFR 4 10/30/08 ISSUED TO ZBA NFR 3 07/01/08 ISSUED TO ZBA NFR 2 05/19/08 ISSUED TO BUILD DEPT. NFR 1 05/Am/08 ISSUED TO OWNER NFR REV DATE DESCRIPTION BY EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE T AND ARE THE PROPERTY H I R D F L O O R F THE ARCHITECT I [En E °oo INFRINGEMENTS WILL BE WALLS PROSECUTED MARK ROOM NAME FLOOR BASE GEILIN6 GEILIN6 REMARKS HEIGHT NORTH SOUTH EAST WEST PROJECT 501 LOBEY 6-1,2 MLD-2 ACT VARIES PT-I PT-I PT-I PT-I SANTOR.INI G 302 CORRIDOR CPT-3 MLD-2 ACT 8'-0" PT-3 PT-3 PT-3 PT-3 N 505 5TORA6E VGT-I VB-1 ACT 8' MEETING HOUSE -O" PT-2 PT-2 PT-2 PT-2 304 TOILET GT-I CT-1 ACT 8'-O" T2/PT T2/PT T2/PT 72/PT CT ON WALLS FLOOR TO 4'-0" A.F.F 3800 DUCK POND ROAD 305 TOILET GTL GT-I ACT 8'-O" T2/PT T2/PT T2/PT T2/PT GT ON WALLS FLOOR TO 4'-0" A.F.F. CUTCHOGUE, NEW PORK 11935 0 N_ DRAWING m KEY THIRD FLOOR FINISH PLAN U £ FINISHES N 0 T E 5 d UCPT- = CARPET P50- = PAINTED CONCRETE PLANK I. ALL FINI5HE5 SHALL HAVE A CLASS I DATE 511P108 DRAWN BY HL w VDT- = RESILIENT TILE SPRAY ON OR CLASS A FIRE RATING c VOB- = RESILIENT BASE PCB- = PAINTED CONCRETE BLOCK 2 PROVIDE VINYL TRANSITION STRIP AT SCALEAS NOTED CHECKED BY NFR i= CT- = CERAMIC TILE ETC- = STAINED CONCRETE ALL LOCATIONS WHERE CARPETING b PW- = PAINTED WOOD VB = VINYL EASE AREAS MEET VCT, GRANITE, CERAMIC TILE PROJECT 01125.01 SHEET2q OF 2q N WB- = WOOD BASE 3 FLOOR PATTERN TO BE SELECTED BY n PCB- = PAINTED GYP. BD. -ARCHITECT. o FM = ENTRANCE MAT DRAWI NO. ACT- = ACOUSTIC CEILING TILE .- 5GG- = SUSPENDED GYP. BD. hh PC- = PAINTED CONCRETE L N CEILING PT- = PAINT N n O A O_ a w 3 _a w m 'm w m c OCCUPANT LOAD OCCUPANT LOAD. OCCUPANT (AS PER TABLE 1004.12) (AS PER TABLE 100412) (AS PER TABLE 1 ) 2962sF / IOOsf/PER OGG = 519sf / Ilsf/PER OLG i EXIT: STAIR IH2sf / 300sf/PER OGG OLL EXIT, DOOR OCCUPANT LOAD: 30 PER50NS - - - - - 41 PER50N5 OCCUPANT LOAD: �4 REQUIRED (MIN) (A5 PER TABLE 100412) REQUIRED (MIN) I PERSON 32" PROVIDED 3 " PROVIDED 12205f /15f/PER OCC = 0 CAPACITY _ 2 0 CAPACITY 114 PER5ON5 (AS PER TABLE 1004.12) 63 ACTUAL PEOPLE -� 151 ACTUAL PEOPLE SHADED/HATCHED WALL= FiBsf /5005f/PER OCG. _ ONE HOUR RATED F.B. TYP. I FER50N ITN 1 a0 -- GENERAL - - - . - QGGUPANTLaAD- 1 4 STORAGE _ _ _ J (A5 PER TABLE OCC. 2) ' r Is occ, Is Cr , OCCUPANT LOAD: - -�' SHADED/HATCHED LL= ® I � — — 391sf / ISsf/PER OCG. _ 5TORAOE ROOM (AS PER TABLE 1004.12) -,I ONE HOUR RATED F B. TYP. I x -� - = - -, - 26 PERSONS - x III t Ioa 1025f /2005f/PER OCC. _ - -1 63 ¢ i I, b ¢ I PERSON - _I I51 B`I occ. ai ocL� i - 0 o L ry n 41 occ _�__ —SAME O O ROOM X TOILET K IB OLG, OCCUPANT LOAD: I ERVILE ¢ los ¢ DOLL 1 TGHEN II MEETIN 0 5 f F < i I°s (A5 PER TABLE 1004.12) _ I zos � ROOM „ = ANT Y EXIT DOOR - O �� BREAK-OUT 2615f / 155f/PER OGC. _ _- _ l ,I v°a =_ Q o 0 o Imo' ROOM I 18 PER5ON5 32" REQUIRED (MIN.) ..4 BREAK-Our m 4 - I ® ROOM Yl - N :O 4 Ioa l2' PROVIDED DATA CENTER TT� 'U `� 0 0 _ G ' I I � � 360 CAPALItt ¢ r °' -_- Ioa ❑0 —♦ — To eET AGTUAL-P€OP-L€--- -I - x - _o ¢ - �- ❑ I - 50 M MULTI-R1RP0 E RT P I f _ — _ I-HOUR VERTICAL CORK OR L ®— CORK Ioa ®r SMOKE BARRIER EXIT ENCL05URE A III 64 '� "'� I / E%I A 'I �8• 0 N ® to so r �— �� BI < _ rc SMOKE BARRIER 6s � � ® 1 !® v < < ( j I LOBBY TOILET I U I OCCUPANT LOAD: m - 0 I c./s�AB b . 1 ' o ¢ Lo oBr . T3 0 < °B SHADEOUR RATED F B L Ps, Its I (A5 PER TABLE 1004.12) - F I5 BUILDIrvG 292sf /300sf/PER OCC. = 1 O'-O" MAX 1 I I 66- STORAGE PERSON BREOUT IIo - T I \ x dS °la i ♦ 3LIDL OFFICE ® f Obr IOLL I O TOILET El ❑o p 1) 2MENS / ♦ — — _ — — — — — — — — EQUIPMENT / Qe ♦ BTORAG SO TOILET / \ - EXIT. DOOR EXIT: DOOR EXIT: DOOR r ♦ �LGUFANT L AD. / \ J IFTC / 5 R 32" REQUIRED (MIN) 32' REQUIRED (MIN) 32" REQUIRED (MIN) 'So. ♦ (A TAB E 004.12) ' REQUIRED (MIN.) \ `j ♦ \ 6 PROVIDED .24 PROVIDED .24 PROVIDED o,- \♦ / / 268SF 55f/,$ER OGG. PROVIDED \ 63 OLL. 63 OLL. / �® 360 CAPACITY 240 CAPACITY I occ � 240 LAPACIN �' 1H � 30 LAPALItt ®5 AGTUAL PEOPLE 22 ACTUAL PEOPLE DAGTUAL PEOPLE \ ♦ ACTUAL PEO 3 ou SHADED/HATCHED WALL= \ OG NT L AD. EXIT: DOOR OCCUPANT LOAD: OCCUPANT LOAD: ONE HOUR RATED F.B. ttP. / {K5 PER TAB E 1004:h2) IT: DOOR a, ROOF 32" REQUIRED (MIN.) (AS PER TABLE 1004.12) (A5 PER TABLE 1004.12) EQUIPMENT /\\ / ti 1889sf / ISsf ER OGG T2" PROVIDED 2TOsf / IOOsf/PER OGL, = 2885F / 3005f/PER OCC. _ sroRABE / \ p rya 126 PER50 CAPACITY K \ 560 CAPACITY 3 PER5ON5 I PER50N °� // \ 131 ACTUAL PEOPLE IS AGTUAL PEOPLE EXT CLOSET \ r \ HWI \OCCUPANT LOAD EXIT. DOOR \ 32" REQUIRED (MIN) \ (A5 PER TABLE 1004.12) 36" PROVIDED 8465f /3005f/PER OGC. = 240 CAPACITY s 11: 3 PERSONS 3 ACTUAL PEOPLE / Z D FIRST FLOOR EORF-55 PLAN . ze ,/ SE,GOND FLOOR EO RESS PLAN / EXIT. STAIR 36" REQUIRED (MIN) 48" PROVIDED 240 CAPACITY TS ACTUAL PEOPLE _ FLAT ROOF DELON PROVIDE 2-1/2" $ 3-5/8" MTL STUDS 4 TRACK AS REO'D FOR ENCLOSURE _ - I TO UNDERSIDE OF DECK ABOVE z -- - SHIM AS REQ'D. NV FIRE RESISTIVE f I TREATED WOOD BLOCKING fa 0 0 - GYP. 8D. WALL - - -- (SEE WALL ttPES - Dw . TG-6.3) - - - - --- - --"'- -- - -- --- -" _ - 0 7 -� ROOF DECK n 5HADrIPMATCHED WALL= III r 6 01/14/10 ISSUED TO OWNER NFR a ONE HOUR RATED F.B. TYP. MA 4+ 5 01/23/09 ISSUED TO OWNER NFR m TOILET TOILE ��, I-HOUR VERTICAL -- ao °s EXIT ENCL05URE d 1_03" FIRE-RATED FIRE EXTINal5HER CABINET 4 10/30/08 ISSUED TO ZBA NFR 'III SMOKE BARRIER (SAME RATING REQUIREMENT AS WHLL R.O. //�� 3 07/01/08 ISSUED TO ZBA NFR 100'-0" < 250'-O" 4AX q CORRIDOR C 0 R S R I D 0 R (SEE 5PECIFIOATION FOR EXACT MODEL) 2 05/19/08 ISSUED TO BUILD DEPT. NFR \\\ NOTE TOP OF ROUGH OPENING HEIGHT 15 sa' APT 1 05102/081 ISSUED TO OWNER NFR NOTE. COORDINATE ALL DIMENSIONS w/MFG. REV I DATE I DESCRIPTION BY \� 0 LOeer soI STORAGE \ O I �I Ol=� AN DE7Xl= F IRE EXT I NFU I SHER EHASZ GIACALONE TYPICAL O 00 ARCHITECTS, P.C. - - FIRE RATED GYP. BD. WALL NP I O\ ( ) EXIT COMPONENT DATA: \� (SEE WALL TYPES SHEET - TL-6.3) 431 NKLIN STREET (TABLE 1005.1) FARMIMINGDALE, NEW YORK 11735 \\ // PROVIDE 3-50' MTL 5TUD5 e TRACK EGRESS EGRE55 WIDTH REQUIRED TEL:(516)420-8383 FAX:(516)420-0195 EXIT DOOR AND ND TYPE T GYP. BD. ENCLOSURE AROUND CABINET TO UNDERSIDE of COMPONENT EXIT: GOMPONENT�(A5 PER TABLE 1005.1) THESE PLANS ARE AN 32' REQUIRED (MIN.) // veLK WIDTH PROVIDED XX REOUIRED OR MINIMUM WIDTH REQUIRED INSTRUMENT OF SERVICE / SHIM As REQ'D w/FIRE RESIsnvE PROVIDED XX AND ARE THE PROPERTY PROVIDED (A5 PER SECTION NOTED) I F THE ARCHITECT ❑oo ❑❑ ❑❑ 240 CAPACITY / TREATED WOOD BLOCKING XXX GAPAGITY I INFRINGEMENTS WILL BE T4 ACTUAL PEOPLE GAPAGITY - EGRE55 w6 occ.I ACTUAL XXX AGTUAL PEOPLE PROSECUTED GAPAGITY r: STAIR PROJECT 263" REQUIRED (MIN.) COMPONENT WIDTH 46" PROVIDED PROVIDED / EGRESS SANTOMNI OLGUPANT LOAD. o CAPACITY RooF WIDTH PER OCCUPANT MEETING HOUSE o - �ALTUAL PEOPLC- (AS PER TABLE 100412) (A5 PER TABLE 1005.1) 0 2222sf / ISsF/PER OGG. = 3800 DUCK POND ROAD N FIRE-RATED FIRE EXTINGUI5HER CABINET EXIT ACCESS TRAVEL DISTANCE: CUTCT{OGUE, NEW PORK 1 r93s 141 PERSONS \\\ ROUGH OPENING (SAME RATING REQUIREMENT AS WALL) 3 `5 E R V G EG K KITCHEN C H MODEL CHOSEN) (SEE 5PECIFIOATION5 FOR EXACT MODEL) (TABLE 1015.1) DRAWING .p NOTE: ♦ — XX'-X" < 250'-O" MAX. —� 3.0 CABINET I'-6" AT F. AGTUAL < REQUIRED (MAX.) EGRE55 PLANS t 3 THIRD FLOOR EGRESS PLAN O FLAN �F_T� L La FIRE EXT I NOU I SHEF, 0- _ z 3/32" = I'-O" 1 1/2" = 1'-0" S 5ERVICE KITCHEN #203 OCCUPANT L_ DATE DRAWN BY DIRECTION 5AVOB AAD LOAD OF EGRE55 SCALE A5 NOTED CHECKED BY NFR o I HOUR VERTICAL EXIT PROJECT Qy12HO1 SHEET 2 OF A N ENCLOSURE d SMOKE BARRIER DRAWING NO. o N 9 1 HOUR RATED F.B. 0 o ' v ® EXIT LIGHT rn 0 N R Ot N N O1 N C v� 3 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'-O" X 4'-0" 161. 4-#5 A B C D E F G J K L F46 4'-6" X 4'-6" 16" 5-#5 8'-D• 1fi'-6• 16'-9• 6'-0• 12'-fi• 4'-4• 15'-0• 14'-2' 26'-3• F50 5'-0" X 5-0" 16" 6-#5 F60 6'-0" X 6'-0" 18" 6-#6 F66 6'-6" X 6'-6" 181, 7-#6 Z F70 7'-0 X 7'-0" 20" 8-#6 [-3' 8" 0 3 1 io F F70 18r, F601 0 3 o F62 6 1'-0" # 1 _ F76 7'-6 X 7'-6" 20" 7- 7 I F80 8'-0" X 8'-0" 20" 8-#7 a � \ -3' ,O 7. ,. I. t [ ,3r-•0n F46 F90130 9'-O" X 13'-0" 30" � 10- 9 L.W. \ of z 6 o F96 9'-6 X 9'-6" 24" 9-#8 / N � J r r WALL J o 3 0 1 0 F60 F100 10'-0 X 10'-0" 24" 10-#8 1 '-0" FDN. , " I J SLAB ON GRADE _ 'o 2'-0' FTG. APPROVED VAPOR I 1 " a [-5'-O'l o BARRIER OVER 6" WELL C - `� fD 1 LADE SLAB �ON SAQPAC WITH - - - - I I GRAVEL FILL. REINFORCE( !SLAB WITH 1 1 ' 6" a . / 6 6 ,W2.OXW2.0 W.W.M. PLACED 1" [-2'-0a] 3 PRO,. BELOW TOP OF SLAB ^ - COLUMN SCHEDULE \ / F100 [-4'-0'I] 22"X22" PIER �62'_g„] ,o 1'-0 FDN. D' F86 96 SEE DWG. S5.0 F F80 WALL MARK SIZE BASE PLATE NOTES 3,-6„] / 1 [-5'-0 '] [- '- I�, [-2'= "] I 2'-0" FTG. 2'-0" 2'-0' C-1 W10 X 54 18X1Y4X18" C1 .C1 C� - a� C-2 W10 X 49 18X1Y2X18" 'a o -;-• - - - - C-3 W10 X 39 18X1Y2X18ra 2 T1 1'-6" DEEP FTG. \ [ 5'-0' `� REINF. W/5-#5 D C-4 W10 X 33 18X1X18" �� - [-3'_4'] SUM X PIT EP 1'-©"' PIT WALL EA. WAY BOT. s �+ E, C-5 W8 X 31 14XYX14" - FTG. PROJ. 7 \ F60 ; C-6 TSS 5X5XY" 12X�4X12" F1 / 10,13 • , [_5' 0"] G5ELEVATOR PIT TOP / O , il� 6 Off' FOR COL. MARKS NOT SHOWN ON THIS PLAN SEE DWG. S2.0 22"X22" PER \ LAB (-4'-0") HAUNC SLAB T0�` Q F6oh'o SEE DWG. 55.0 - - - - - d• - , I[ 5 -0"] 12" 6EEP ® BOT. �O �F`` G d� �,• TOP OF SLAB EL (-1 '-0� ,o ��, - r-o} r �0. 'STAIR C3 ] C2 [ '] C3 ' -6 ] o [-5' 0 I F60 -4'-6" F60 -- - 6 �O� t.t F70 6" F50 3'-4' C "� 60 u L Q C4 - /C2 \ [-4, 6„ / ��h D V F, C6 5 -011 0.5 _ l� ` 6' � � STRUCTiJRAL CONSULTANT: / �- o ' \ �• �', F ,5 �' WAYMAN C. WING u r Qom ?P a / °:A CONSULTING ENGINEERS 1 6J 'ov oy _ J lO°s Q , ,` 15 PENN PLAZA NEW YORK,N.Y. 10001 G3 d' ` O+ Tel 212 564-4370 Fax 212 5644374 Sl CS F ' G4 Email contact@waymancwing.com Cr O,b _ _ 'o www.waymancwmg.com 1 y+ °c�0�' ,O� CO` ®�l ry C4 O , i �'1 �O• 9 D, ` ` 8 Q00 Q yA��O�' 7 C5 Oc�F Q1 18'-6 10'-1 9'-3 14'-Y / / O� 6+ l 6 K O 4 y fps C ,6� �� 5 5/18/10 Issued To Owner 7 G 4 1/14/10 Issued To Owner B ° 2 D s v �J . �� O ;O� A+ 3 1/23/09 Issued To Owner R' Q \s� < pp �c ti� 0 2 5/115/08 Issued To BLDG. DEPT. E' l ryy 1 5/2/08 Issued To Owner C4 REV DATE DESCRIPTION BY i EHASZ GIACALONE �• '"�� ARCHITECTS, P.C. AD FIRST FLOOR 8c FOUNDATION (PLAN , b• 1 8" � 1•-0 NOTE: 431 CONKLIN STREET s FARMINIGDALE, NEW YORK 11735 1 . TOP OF SLAB EL. 0'-0" U.O.N. (DATUM EL. 22'-0"). 5 TEL: (516)420-8383 FAX: (516)420-0195 2. ALL FOOTINGS TO BEAR ON NATURAL UNDISTURBED 8-65/7-65 SOIL WITH F" THESE (PLANS ARE AN INSTRUMENT OF SERVICE MINIMUM SOIL BEARING CAPACITY OF 1 3/4 TONS PER SQUARE FOOT. (PER AND ARE THE PROPERTY EE31113E o °oi° 0 GEOTECH. REPORT BY SOIL MECHANICS DATED 5 6 08 . of THE ARCHITECT °° °° / / ) INFRINGEMENTS WILL BE 3. [X'-X"] ON PLAN DENOTES BOTTOM OF FOOTING ELEVATION, FOOTING BOTTOMS PROSECUTED MUST BE REVIEWED BY THE ENGINEER DESIGNATED BY THE OWNER PRIOR TO - PROJECT PLACEMENT OF CONCRETE. 4. TOP SOIL AND UNSUITABLE MATERIALS BELOW SLAB ON GRADE ARE TO BE SAT;TORINI BEACH REMOVED AS REQUIRED IN AREAS DETERMINED BY THE GEOTECH. ENGINEER AND RESORT REPLACED WITH NEW CONTROLLED STRUCTURAL FILL TO ELEVATION REQUIRED TO SUPPORT THE NEW SLAB ON GRADE. ssoo nUE, NF- to xRK 1 5. FOUNDATION EXCAVATION AND SUBGRADE PREPARATION TO BE ACCORDANCE WITH cTSTcxoGUE, Naw Yoxx 7 t 9ss PROCEDURES TO BE OUTLINED BY THE OWNER'S GEOTECHNICAL ENGINEER. 6. WHERE FILL IS REQUIRED UNDER SLAB ON GROUND, IT SHALL BE COMPOSED OF DRAWING WELL GRADED MATERIAL TO JOB SPECIFICATIONS, PLACED IN 6" LAYERS; EACH LAYER TO BE MECHANICALLY COMPACTED TO 95% OF MAXIMUM DENSITY AT FIRST FLOOR & OPTIMUM MOISTURE CONTENT AS DETERMINED BY PROCTOR TESTS. COMPACTION OF FOUNDATION PLAN 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 DATE o5/o2/ofi DRAWN BY A.Y. LAYERS ON EACH SIDE OF THE FOUNDATION WALLS AND/OR GRADE BEAMS SO AS SCALE As Noted CHECKED BY A.N. NOT TO DEVELOP UNBALANCED LATERAL EARTH PRESSURE. PROJECT 071211.01 SHEET OF rh d � ■ ISSUED TO OWNER 5/18/10 Wayma;�l\wayman 1\Ynbtlnl TnINn9 CenR\41dE.101ssuetl N owneg51.0 FlRST FL®fNN,PUN.tlw9,5/lE/301411'RO:OI PM A B C D E V-0, 1fi,-8, F G J K 16'-8• 6'-0• 12'-6• 4'-4• 15'-0• 14'-2' 3• L I I SECOND FLOOR LOAD SCHEDULE ITEM LOAD (P.S.F.) FINISH 2 I LIVE LOAD 100 G1 GL GL 1-0Gix a 5 1/4" LT. WT. CONC. SLAB 45 G o �. FIN SH , . X. . - - - - 4 CEI CEILING + MECHANICAL 10 a a TOTAL: 157 (P.S.F.) LO Lo in W1 W10 X 1211 0 X 12 BLDG. LINE � ..W10 X ,12, ABOVE 3 1 x L COLUMN SCHEDULE - x x x x x x x X W10X 12 ,,.. .•. . O MARK SIZE BASE PLATE NOTES x mnix 1 D�1 3 j W10 X 12 a a C-1 W10 X 54 18X1X18" W10 X C-2 W10 X 49 i8X1J¢X18" co TOP 11 SLAB ao 1�_ x x x x W10 X 39 18X1}iX18" XI 3: 00 ou o co 0o ro ro oo ao MD-1 r C-3 EL. +11'-4' 32.2 �, - - 3 W8X1Fi W$X10 I n 3 3 3 3 3 3 3 3 C C-4 W10 X 33 18X1X18" T M C-5 W8 X 31 14X-X14" n_ W10 X 1 I ;M3 18 X 55M3 YW a M n IN 8 1 X 65 W18 X 55� W18 X 50 W21 X 62 lJ o o -M2 o N M2 M N o . Gti C-6 TSS 5XV✓a" 12X'X12" o cv xl X j� ^J _ 3 n n 3 " w7¢3 ��w T W12 �X 14 ^ 3� O1 '�,o FOR COL. MARKS NOT SHOWN ON THIS PLAN SEE DWG. S1 .0 00 t.7 - - �a - - -`o W14X22 Al x _MD 1 � M W12 14 X N F1 : W10 X ol .ul M M �' 4 x N W10 X ,MD-1 X X N XI x x x X X a �r x x W10 X 1 x 3 �8 D' 3 C8X11. " 3W14 X 30 3 x 1 s"9 1.4 Wa-@._-X. - - ea - °° _ 12X20.7 W12 'X14 -•II' _� 3 .�� -!' E 10 X 12 ` TS 6X2XY4'CD 00 00 co of 3 W12 X 14. 3 (4 LOC'S. m a-� �i o _ 1 2 Wes - 5 M2w - 35 ' - - - - - Wt6 26 W143I R2 11 n �da xx x MD-1 \ ABOVE & BELOW W10 X 15 w �N w \ STRING BRACKET ER BY / 1�� h STAIR MANUF. W10X22 F' sTRucTuaAl CONSULTANT: ' 4 X 41 CURVED COT TS 8X6X " . r \ C P \ \ WAYMAN C. WING A' ! X os .. \ ,.,As 3 .� �o WlOX30Lw CONSULTING ENGINEERS 3' STAIR STRINGER ,� �p� �',r !pG y� \� �;a 15PENNPLAZA NEWYORK,N.Y. 10001 SUPPORT RACKET io, Tel:(212)564-4370 Pax:(212)564-4374 1 ,-z 18'—fi' 10'-P V-3• F ?'�9• `� t5' }� '/ 14 2• / `� }p1 - 4 Email:.waymancwmg.comcwia com Q. Ymaa g. F H J K .�6 'V \ �p 1 / \ 1 9 \ Di �9. 7 8. 6 \ E Z 5 5/18/10 Issued To Owner pAp�sTFF` �8��0 / � / 4 1/14/10 Issued To Owner - c� 3 1/231/09 Issued To Owner 2 x 2 5/15/08 Issued To BLDG. DEPT. 1 5/2P08 Issued To Owner v REV DATE DESCRIPTION BY SECOND FLOOR FRAMING PLAN EHASZ GIACALONE 1 e — 1 -o ARCHITECTS, P.C. NOTE: P 6' 431 CONKLIN STREET 1 . TOP OF SLAB EL. +12'-0" U.N. 5' FARMINGIDALE, NEW YORK 11735 TEL: (516)420-8383 FAX: (516)420-0195 2. TOP OF STEEL EL. -5v" BELOW TOP OF SLAB U.O.N. 3..MD-;.ON PLAN DENOTES 3Y4" LT. WT. CONCRETE ON 2"X19 GA. THESE PLANS ARE AN INSTRUMENT OF SERVICE GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 51'4" REINFORCE AND ARE THE PROPERTY goo° °°i° °i SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED �4" BELOW TOP OF OF THE ARCHITECT °°° °° °° INFRINGEMENTS WILL BE SLAB' PROSECUTED4. M. - ON PLAN DENOTES Y4" LT. WT. CONCRETE ON 2"X19 GA. PROJECT GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 5Y" + WATERPROOFING MEMBRANE + INSULATION & PAVERS. REINFORCE SANTORINI BEACH SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED 3/4" BELOW TOP OF RESORT SLAB. 5. DIN G. 56.0 35800 DUCK POND ROAD ON PLAN DENOTES MOMENT CONN. READ. SEE DETAILS ON CUT'CHOGUE, NEW STORK 11935 DW 6. ® ON PLAN DENOTES COL. FLANGE STIFF. R's REQD. SEE DETAILS ON DWG. S6.0 DRAWING SECOND FLOOR FRAMING PLAN DATE 6e/02/06 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT 07128.01 SHEET OF S2 0O ISSUED TO OWNER 5/18/10 angeM m 1\SanbMl TmInIng Rn"sW1.19.0lss ad m.mrW.03ND FL,F WG PMAM,511a/101011;4.MBM A B C D E F G J K L g_0• 1If 111 16'-g" 6'4" 12'-6" - 4-4" - 15-0" 14'-2" 26'-3" THIRD FLOOR LOAD SCHEDULE ITEM LOCATION ROOF PATIO ROOF 3rd FL. LIVE LOAD 100 40 100 PAVERS 25 - - C12X20.7 ROOFING + INSULATION 10 10 - N SLAB 45 45 45 z CEILING + MECHANICAL 10 10 10 - - - - a - } N W18 N XN_ N 46 4 Miill M1 W18 55 M1 $M1 8 X 5 M1� W18 X 35N 4 TOTAL: 190 (P.S.F.) 155 (P.S.F.) 155 (P.S.F.) X X x X X 3 3 3 3 CC cc to ccc W to CCOO W10 X 12 rn W1'8 76 ,Iv1D-3 ,MD-3 - .MD= LIGHT GAGE FRAMED ROOF w a ABOVE 3.2 W18 X 76 - W10X12 W10X12 W10X12 W10X12 N1OXt 10X1 '9ox 1 .W1oX12 W10X12 , s x x x x x X x 4 4 - D-1 MD MD-1 M� D-1 M`1 X x X 00 to cm W18 76 x W10 X12 7 cc ao 00 ao 00 m m - 00 of LO 3 3 3 3 3 3 N C-4 CV CV x C' _ ® W8X1 3 3 W18 - �6- LO W18 76 Q W 8 X 60� QW18 X Q W18 X 1 86 _ 2 W18 x 7610X12 N DIN m rn xao LO TS4X001' G _ STRINGER _ W14 2 �7 D 0 X 2 "' W12 " � t'7 o STAIR MANUF. 43 X r co x 3 p W183 o x W8 X10 5 x Wl� X30 STRINGER ° Ip TS 6X6 WlOX12 W1OX12' W8X24 1 , SU PORT BRACKET (LO 3 5h POST UP c n POST DN. o - I118- - 76 TYP.� Q C8X13.75 ... x co 0 °O N TS 6X6X _ 3 N ^�O 7y t.t :2 C8X11 .5 ' TS6X2XY" W14' X 22 3 X -W4 8-- - - - --76 - _ - _ \ M3 M3 W12X O TS 6X6X%" g \ W10 X 15 �� i� (HIGH & LOW) WlOX22 ' p i STRUCTURAL CONSULTANT: W16 X 26 �D \ TS 6X6X%" PST BRACKET 7' WAYMAN C. WING I h" ` 4' Ts sxsX W1�X26 v CONSULTING ENGINEERS \ b CURVED CONT. 15PENNPLAZA NEWYORK,N.Y. 10001 Tel:(212)564-4370 Fax:(212)564-4374 A' ,\ \ W12X14 3' ie`,O* �� Email:contact@Nyaymmcwmg.com www.waymancancwmg.com 16-1" 9'-3' 14'-2' \\ 9 ??. ' `s. ...\ B D ryati F H J K \ 7 p 6 � \ 6,' 5 5/18/10 Issued To Owner 4 1/14/10 Issued To Owner \ 3 11/23/091 Issued To Owner B 2' 2 15/15/081 Issued To BLDG. DEPT. R 1 15/2/081 Issued To Owner jREV' j DATE I DESCRIPTION BY t EHrASZ GIACALONE THIRD FLOOR FRAMING g" PLAN ARICHfTEC 431 CONKLIN STREET NOTE: FARIMINGDALE, NEW YORK 11735 TEL: (516)420-83B3 FAX: (516)420-0195 1. TOP OF SLAB EL. +24'-0" U.N. THESE PLANS ARE AN 2. TOP OF STEEL EL. -51'4" BELOW TOP OF SLAB U.O.N. INSTRUMENT OF SERVICE 3..MD 1 ON PLAN DENOTES 314' LT. WT. CONCRETE ON 2"X19 OF ARE THE PROPERLY EE311038o o�� o� GA. GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 4° of THE ARCHITECT 00 00 INFRINGEMENTS WILL BE PROSECUTEDREINFORCE SLAB WITH 6X6-W2.0 X W2.0 WWF. PLACED -Y4" BELOW TOP OF SLAB. PRaJECT 4.,MD-2 ON PLAN DENOTES 31'4' LT. WT. CONCRETE ON 2"X19 SANTORINI BEACH GA. GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 54" RESORT + WATERPROOFING MEMBRANE + INSULATION & PAVERS. REINFORCE SLAB WITH 6X6-W2.0 X W2.0 WWF. Y4 PLACED " 3800 DUCK POND ROAD i Lvss cuTcxo BELOW TOP OF SLAB. GUE, rrEw YoxTc 5..MD-3 ON PLAN DENOTES 3Y4" LT. WT. CONCRETE ON 2"X19 GA. GALV. COMPOSITE METAL DECK. TOTAL THICKNESS= 54" DRAWING + INSULATION & ROOFING 6. M... ON PLAN DENOTES MOMENT CONN. READ. SEE DETAILS THIRD FLOOR FRAMING ON DWG. S6.0 PLAN 7. ® ON PLAN DENOTES COL. FLANGE STIFF. R'S REQD. SEE DETAILS ON DWG. S6.0 DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT 07128.01 SHEET OF ISSUED TO OWNER 5119110 mayman 1\wayman i\`anwinl Tralning unwrwl 18.10 lssuM m nwnerw.03M FL.FM JNGC ."g,5/1&IDI0 IL4350 IM D E F G J L 6'-0" 12'-6" 4'-4" 15'-0" 14'-2" K 26'-3' LIGHT GAGE FRAMING NOTES: INT. MTL. STUD BRG. 1 . PROVIDE LIGHT GAGE FRAMING / TRUSSES CONFIGURED TO PROVIDE ROOF PROFILE & REQUIRED CLEAR SPACE, IN ACCORDANCE WITH ARCH'L. DRAWINGS. WALL 3625162-S4 EXT. STUD WALL STUDS @16" o.c. TYP. 60OS162-54 STUDS 2. ALL LIGHT GAGE METAL FRAMING & TRUSSES, INCLUDING CONNECTIONS BETWEEN @16" o.c. TYP. MEMBERS AND TO SUPPORT POINTS, SHALL BE DESIGNED BY NEW YORK STATE LICENSED PROFESSIONAL ENGINEER TO SAFELY SUPPORT ALL REQUIRED LIVE, DEAD AND LATERAL - - - - - - - — - - - - — - - — — — — — -— — — LOADS FOR ROOF AREAS AS FOLLOWS: I — 3 6 MTL. STUDS @16�' / LIVAD LOAD =405P.S.F. o c.@ TURRET WALL S PPORTED ON ROOF CEILING = 10 P.S.F. LT. GAGE FRAMING / WIND = 30 �r Wr G UPLIFT=20 P.S.F. V) MAXIMUM LIVE LOAD DEFLECTION=L/360. „ �I �I " � I TRUSSES MUST BE SUPPORTED AT PANEL POINTS AT SUPPORT LOCATIONS INDICATED. \ - - - - - - COORDINATE TRUSS & FRAMING CONFIGURATION WITH ARCHITECTURAL DRAWINGS. TS 5X5X5f w •' �B. _ _ _ �I®I _� — _ _ — _ _ _ �I® yo• 3. PROVIDE ALL CONNECTIONS BETWEEN MEMBERS & TO SUPPORT POINTS FOR GRAVITY, J / \ �\ LATERAL & UPLIFT LOADS. J ~ \ IS 6X6X946" / I WSX15 DI 4. SPLICE PLATES AND CONNECTION DETAILS AT JOINTS MUST BE SIZED TO FULLY DEVELOP v POST ON. TYP. �� I �� ,�� I \ ALL MEMBER FORCES, IN ADDITION TO STRESSES DURING HANDLING AND ERECTION. p4 \�\ 5. PROVIDE MINIMUM OF TWO ROWS BRIDGING AND TEMPORARY BRACING / BRIDGING AS \ REQUIRED BY MANUFACTURER. I 6X6 c Q / QG o 6. ANY TRUSS DAMAGED ON DELIVERY OR DURING ERECTION SHALL BE REMOVED AND ti \ SEE G. S3 0 ,� �` i i' ®� `� /,' REPLACED AT NO COST TO OWNER. 1 - I - - - -- ✓ / / 7. WHERE TRUSSES ARE SUPPORTED BY STEEL BEAMS, PROVIDE CONNECTIONS TO RESIST STAIR TUR ROOF TS 6X6XX6" — _ -- \ /' \ UPLIFT FORCES AND LATERAL LOADS. LT. GF TRUS S \ TYP. ALL AR LIND / \ ELEVATOR TUI RET y 41 ROOF LT. GA E TRUSSES \ / / ti5 10'-1. 9'-3" 14'-2" F OH J K D' 1 6' STRUCTURAL CONSULTANT: a ROOF FRAMING PLAN WAYMAN C. WING CONSULTING ENGINEERS 1 15 PENN PLAZA NEW YORK,N.Y. 10001 Tel:(212)564-4370 Fax:(212)564-4374 Email: contact@waymancwmg.com • PROVIDE 1Y2"X 20 GAGE GALV. MTL. ROOF DECK TYP. www.waymancwmgxom DECK SPAN PERPENDICULAR TO ROOF TRUSSES / JOISTS. 9 8 7 6 5 I5/18/10 Issued To Owner 4 1/14/10 Issued To Owner 3 1/23/09 Issued To Owner 2 5/15/08 Issued To BLDG. DEPT. 1 5/2I08 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 THESE PLANS ARE AN INSTRUMENT OF SERVICE o00CE3113fEIEE331 AND ARE THE PROPERTY gooOF TIRE ARCHITECT o00 INFRINGEMENTS WILL BE PROSECUTED PROJECT SANNTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING ]ROOF FRAMING PLAN DATE 05/02/00 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT 07128.01 SHEET OF �S400 ISSUED TO OWNER 5/18/10 \\Wgman1\"man1vSanwNn1 Tmllning CenR,wl 18.10 MuN W miler\5k RWF FPPf9NG Pb Awg,51181201011:14:42 M1 CMU WALL-FOR LOCATION SEE ARCH. DWGS. #4@16" �i GROUT CELLS SOLID N TOOLED CONTROL JT.-- 1�8" W.W.F. W.W.F. SEE PLAN SLAB ON GRADE #4@24"X4'-0"T. W.W.F. WITH CAULKING W.W.F. CONSTR. JOINT t 4 1�P SE1 C LAN 1_P0 ) SEE PLAN 2-#4 x x x ° a SEE PLAN ° x EA. SIDE a ° � � 7 x a 1'-0" 6"CRUSHED STONE - - LI I 30 0 2 _ 11 1 =1 ° —III _III_ COMPACTED STRUCTURAL _ ti 3-#5 CONT. FILL, SEE SPECIFICATIONS VAPOR BARRIER 1 -0 2'-0" MIN. SEE _Ej 11 " PLAN TYP. TYPICAL MASONRY WALL SUPPORT TYPICAL SLAB ON GRADE TYPICAL CONSTRUCTION JOINT TYPICAL DETAIL AT TYP. COL. BUTTRESS DETAIL - PLAN AND CONTROL JOINT DETAIL DETAIL FOR SLAB ON GRADE DEPRESSIONS FOR SLAB ON GRADE FOR REINF. SEE PIER/BUTTRESS DETAIL NOTE: SLABS ON GRADE SHALL BE POURED IN RECTANGULAR AREAS NOT TO EXCEED 1600 SQ. FT. ALLOW A MIN. OF 24 HRS. BETWEEN ADJACENT POURS. ADD'L. BARS TYP. \ AT EA. CORNER 2- 6X5'-0" 8"&10" WALLS 2- 7X6'-0" 12"&14" WALLS 2- 8X7'-O" 16"&18" WALLS HOOK WHERE 2'-6" IS NOT POSSIBLE EQUIVALENT CORNER BARS MAY BE USED 36 DIA. 36 DIA. DEPTH OF 2'_ ' 2-#6 EA. SIDE OF OPENING FOOTING TYP. 36 DIA. 36 DIA. 2H PLAN PLAN MIN. AT CORNER AT INTERSECTION TYP. OPENING IN CONCRETE WALL TYPICAL DETAIL OF STEPPED WALL FOOTING TYPICAL WALL DETAILS STRUCTURAL CONSULTANT: WAYMAN C. WING CONSULTING ENGINEERS 15 PENN PLAZA NEW YORK,N.Y. 10001 Tel:(212)564-4370 Fax:(212)564-4374 Email: contact@waym ewing.com www.waymancwmg.com 9 COL. POCKET IN WALL 8 TO BE POURED WITH SLAB 7 6 4-3/4"� 5 5/16/10 Issued To Owner 2-#5 ANCHOR BOLTS SEE PLANCOL 4 1/1�4/10 Issued To Owner CONT. • • COLUMN 3 1/23/09 Issued To Owner ISOLATION SEE SCHEDULE ISOLATION JT. 2 5/115/08 Issued To BLDG. DEPT. 2-#5 (SEE DETAIL) BASE PLATE 1 5/2/08 Issued To Owner 4"X4"X3/8"L X 0'-3" CONT. JOINTS W.W.F WALL ANCHOR CONTROL JT. REV DATE DESCRIPTION BY BEAM POCKET 5 SLAB VAPOR BARRIER IN WALL TO BE I EA. SIDE OF WEB 6" GRAVEL ° ° ` EHASZ GIACALONE d POURED WITH SLAB I 0 ARCHIITECTS, P.C. 7MIN. 1" GROUT C.J. 1 4 f z I =III=III= 1 1/2" NON-llI=�- T 431 CONKLIN STREET I — n 22"X22" PIER ° SHRINK GROUT FARMINGDALE, NEW YORK 11735 2-#5 CONT. LAP WITH rt z a WITH 8-#6 VERT. TEL: (516)420-8383 FAX: (516)420-0195 2- 5 CONT. AT TOP OF VAPOR BARRIER of o 1 1 2" NON-SHRINK & #3 TIES @ 12 FOOTING WALL BEND DOWN AT 2- 5 CONT. LAP WITH SEE SCHEDULE THESE PLANS ARE AN ( 2- 5 CONT. AT TOP OF SEE SPEC. S FOR �� 4" GROUT INSTRUMENT OF SERVICE COLUMN POCKET) WALL BEND DOWN AT THICKNESS •00 0� 0• " ( ° ° OF THEEARCHITECTPERTY o00 000 00 2-3/4 0 A.B. • COLUMN POCKET) 4-3/4"0 d ° EMB. PROSECwTED COMP. INFRINGEMENTS WILL BE 3" CL. ANCHOR BOLTS ° 6" 6' r----� .° • � . � . • PROJECT FOOTING FOR BASE PLATE L SAIMTTORINI BEACH FDN. SEE SCHED. FOR SEE COL. SCHEDULE (SEE PLAN) -III= 1 111-III=11 RESORT SIZE & REINF. SEE PLAN FOR REQ'D. 3800 nucx POND r n oa WALL PIER & BEARING CAPACITY cuTcxocus, NEW Yoxx3i93s COL. DRAWING TYPICAL DETAIL TYPICAL DETAIL TYPICAL INTERIOR COLUMN COLUMN FOOTING DETAIL TYPICAL FOUNDATION STEEL BEAM BEARING STEEL COL. BEARING ON FOOTING DETAIL WITH PIER/BUTTRESS DETAILS ON FOUNDATION FOUNDATION WALL PIER (BUTTRESS SIZE & REINF. TO BE SAME AS SHOWN FOR PIER) DATE 3/4"=1 '-0" 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT 07128.01 SHEET OF I. .I ISSUED TO OWNER 5/18/10 man_1\saomam T21hing CenRgo,.leao IssuMmmrner\Ss.a W10a wurv"Anory DfKL .tl ,5110/2010119se7 NM I - 6" MR. STUD EXT. I WALL. SEE ARCH'L I DWG'S. I TOP OF 2ND FL. SLAB EL. +12'-0" #4@12"o.c. DWLS TYP'. #4@12" o.c. ROOF INSULL & PAVERS 6" MR. STUD EXT. WALL. SEE ARCH'L DWG'S, #4 CONT. SEE ARCH'L DWG'S. 2 -0 TOP TOP OF SLAB TOP OF 2ND FL. L. +11'-4" 2 -0 I SLAB EL. +12'-0" L3X3X%6" CONT. WITH • - — - - - - - - - - — 1 ")(h"X1 '-O" LONG STRAP ANCHORS @2'-O"o.c. �x �xx� - xJ • _ • W8 • • W10 III—III LI 1. o FOR BM. BRG. INFO. W70 BEYOND W18 `V 9EE TYP. DET. DWG. W18 S4.0 III - #5 z 0 C NT. T&B. 1: 2-#5 CONT. T&B. #4@12" o.c. CONT. #4@12" o.c. CONT. E.F. HORIZ. E.F. HORIZ. #6012" o.c. VERT. #6@12" o.c. VERT. I.F. I.F. #4@12" o.c. VERT. #4@12" o.c. VERT. O.F. O.F. ( III ° . ' IIIIIIIIIIIIIIIII TOP OF SLAB TOP OF 1ST FL IIIIII ON GRADE SLAB ON GRADE EL. 6" MR. STUD EXT. WALL. _I #4 X 36" LONG @ SEE PLAN SEE ARCHT DWG'S. TOP OF 1ST FL. TOP OF 1ST FL. PROVIDE SILL ANGLE 12" O.C. BOTi. #4@12" o.c. DWLS. I #4 CONT. SLAB ON GRADE EL. SLAB ON GRADE WITH WEDGE INSERTS AROUND PIT SEE PLAN FOR EL. SEE PLAN @2'-O"o.c. AS REQ'D BY 2'-OM ao a ELEVATOR MANUF. -x n x— x %r—x' x—w-x—x ; % x---%' %—�xx�—x• %—�c—�%- %T.xx-":k x X"• x.-=-x. 6 o SEE ARCH'L DWG'S. —a---- ° �o SECT. F3A 6 W.P. -ii --i III1 i- -i_ STRUCTURAL CONSULTANT: SUMP PIT BEYOND #4 @ 12" O.C. VERT. 2-#5 T&B. -III WAYMAN C. WING 2' I — CONSULTING ENGINEERS -0"X2'-0"X2'-0" DEEP AROUND PIT #4@12" O.C. VERT. z — SPENNPLAZA NEWYORKN.Y. ]0001 4 @ 12" O.C. HORZ. TOP OF ELEVATOR N Tel:(212)564-4370 Fax:(212)564-4374 PIT SLAB A Email: contact@waymancwmg.com o �• 6 ' I I ' 112" •� #CONT. AROUND PIT 6" 1'0° 6" d # #4@12" o.c. DWLS. www.waymancwmg.com 4@12" o.c. DWLS. , - 2-#5 CONT. 9 8 -° .' o 0 2-#5 CONT. 3-#5 CONT. 0 2-#5 CONT. Z y o LZ 6 a ° 5 5/18/10 Issued To Owner N SEE PLAN SEE PLAN SEE PLAN 4 11/14/10 Issued To Owner 3 1d23/09 Issued To Owner E.W. T. B.O.C. L _ J 2 5115/08 Issued To BLDG. DEPT. E.W. .& X 1 5/2/08 Issued To Owner MAINTAIN 12" SLAB & REV DATE DESCRIPTION BY • �J REINF. BELOW SUMP SECTION F3 F3A SECTION F2 SECTION F1 EHASZ GIACALONE LOCATE BARS EA. SIDE "3/4 =1'-0" " ' "3/4 =1 -0 3 4"=1'-O" ARCMECTS, P.C. OF PISTON SLEEVE / 431 C:ONKLIN STREET FARMIINGDALE, NEW YORK 11735 ELEVATOR PIT DETAIL TEL: (516)420-8383 FAX: (516)420-0195 THESE PLANS ARE AN 3/4"-1'-0" F SERVICE AND INSTRUMENT OF THE ARCHITECT o00 00 00 INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING FOUNDATION SECTIONS & DETAILS DATE 05/02/08 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT 07128.01 SHEET OF ISSUED TO OWNER 5/18/10 \\Waymm_INwym _p5anntlnl TralningUnNg01101"1muNWmvner\55.1MUN"ATONSEC ONS®OFKN .Jwg,5/18001011:46:27AM I I I I I II TYP.NOTE: BEAM CONNECTION SCHEDULE IN LIEU OF #4 BARS WITH #4®12" U.O.N. TYP. AT INDIVIDUAL HIGH CHAIRS 1'_0" i \ NUM. BM. 3/4"0 BOLTS NOM. BM. 3/4"0 BOLTS v NNON-CONTINUOUS ENDS CONTINUOUS HIGH CHASAS (TYP.) I \\ DEPTH NO. ROWS DEPTH NO. ROWS I a 3'-0" MAY BE USED AT 3'-0"o.c. MIN. 1" CL. W.W.F. /� �i� \\ W8 X 10 6" 2 27" 7 I o CLOSURE X x x X /� II \\ o 0 8", 10" 2 30" 8 PIE SPRAYCON m ° 3 m 16", 18" 4 36" 9p --- I I — Z FIREPROOFING GALV. COMPOSITE 3 U.O.N. METAL DECK INDIVIDUAL HIGH CHAIRS \\ II // W8 X 10 21 " 5 AT 3'-0" MAX. WITH - V #4 \\ II // BARS CUNT. 24" 6 51N. „ 6 SPACED AT 3'-0"o.c.MAX. UNEQUAL LEGS TO \ II SUPPORTED ON CHAIRS STRADDLE DECK \ / CONNECTION ANGLE I METAL DECK SUPPORT ANGLES. \ FIELD CUT AS REQUIRED. NOTES: TYPICAL DETAIL II COORDINATE WITH MEAL TYP . SLAB OPENING DETAIL 1 . DETAILS OF CONNECTIONS SHALL COMPLY WITH LATEST AISC CODE ER CONCRETE SLAB ON COMPOSITE METAL DECK II FOR OPENINGS NOT OTHERWISE IMIDICATED) BOLTED FRAMED BEAM CONNECTIONS TABLE 11 -A USING THE ABOVE (II AS A MINIMUM FOR EACH BEAM DEPTH. PI SEE MECH. & ARCH. DWGS. FOR LOCATIONS 2. CONNECTIONS SHALL BE DOUBLE ANGLE TYPE WITH 3/4" DIA. A325N NOTE: - ALL METAL DECK/CONCRETE WORK II DEFLECTIONS - IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND CHOICE B. BOLTS FOR BEAM TO BEAM CONNECTIONS AND 3/4" DIA. A325F TO HOW BOLTS FOR BEAM TO COLUMN CONNECTIONS. IT MUST BEEASSUMED THAT PROPER DEHE COMPOSITE DECK, BEAMS AND S ARE TO BE ACCOMPLISHED AT HGIRD GIRDERS WILE TOP OF L SETTLE3. WELDED, SHEAR PLATE OR STIFFENED SEATED CONNECTIONS SHALL BE EQUAL IN AS THE WET CONCRETE IS PLACED UNLESS SHORED. CONTRACTOR SHALL PROVIDE CAPACITY TO THE ABOVE CONNECTIONS AS A MINIMUM UNLESS SHORING OR ADDITIONAL CONCRETE , OR BOTH TO BRING THE SLAB UP TO THE METAL DECK SUPPORT ANGLES OTHERWISE NOTED. PROPER GRADE AT NO ADDITIONAL COST TO THE OWNER. TOP & BOT. 3/8- ANGLES EXCEPT AS NOTED) 5/ TOP & BUT. 16" ANGLES EXCEPT AS NOTED MIN. A.I.S.C. SHEAR CONN. MIN. A.I.S.C. SHEAR CONN. + + + + CONN. FOR BEAMS AT COL. WEBS ARE SIMILAR TYP . SPLIT CANT. BEAM DETAIL TYPICAL BEAM TO COLUMN CONNECTION TYPICAL BEAM TO COLUMN CONNECTION AT FLOORS AT ROOF NOTE: OMIT TOP & BOT. ANGLES WHERE MOM. CONN'S ARE SHOWN ON PLAN NOTE: OMIT TOP & BOT. ANGLES WHERE MOM. CONN'S ARE SHOWN ON PLAN STRUCTURAL CONSULTANT: MOMENT CONNECTION SCHEDULE WAYMANC. WING CONSULTING ENGINEERS L% 15 PENN PLAZA NEW YORK,N.Y.10001 Tel:(2125644 MARK BOLTS PLATE* COL, 3/4" Email: cotwt@wayma564-4370 Fax:nawingcom4 MAX. www.waymancwmg.com M 1 2-36"0 A325 N 6 X F 9 M2 4-Y4"O A325 N 6 XIr 8 _JI IL__ 7 M3 6-'�"0 A325N 7 Yz X Y2" tom=- __��,- 6 _JI IL__" M4 8-1"0 A325N 10 X 5 5/18/10 Issued To Owner M5 8- 1 0 A325 N 11 X �4" 1R THICK 4 1/14/10 Issued To Owner �" OVERSIZED SHIM PLATE 3 1/2I3/09 Issued To Owner 2 5/15/08 Issued To BLDG. DEPT. *NOTE: INCREASE PLATE WIDTH TO FT BETW. FLANGES PLAN DETAIL 1 5/2/08 Issued To Owner WHERE CONN. OCCURS ® COL. WEB z z REV I DATE DESCRIPTION BY w w N W EHASZ GIACALONE (L gW s =COL. COL. a o Uj 0- s N ARCHITECTS, P.C. W10 o z Elm o ¢ � cn = 431 CONKLIN STREET o `�� FARMIN(GDALE, NEW YORK 11735 II o o V)i TEL: (5161)420-8383 FAX: (516)420-0195 PROVIDE WEB I I X Z N Z Jw 1/4" THICK REINF. PLATE 1/4" THICK II CD CIS > THESE PLANS ARE AN OVERSIZED SHIM AS REQUIRED OVERSIZED SHIM III FIN. FLOOR 1/4" N = o � = o INSTRUMENT of SERVICE PLATE TO SUPPORT PLATE TO SUPPORT II — MIN. AND ARE THE PROPERTY 13o°° f8313113i— — — — — OF THE ARCHITECT °°° °° INTERRUPTED INTERRUPTED II 2 1 2 X 1 4 INFRINGEMENTS WILL BE METAL DECK METAL DECK II = z MIL / " / " PROSECUTED L a WASHERS PROJECT + =- SA174;TORINI BEACH FOR BEAM SIZE + I I I I + FOR BEAM SIZE +I III I + SHEAR PLATE C 2-ANGLES I II I (TYP.) < / RESORT SEE PLAN I I ( SEE PLAN + I + d d + 1 I I 1 + (TYP') 1 I I 1 = d 3800 DUCK POND ROAD I I I +I II 1 + M d BASE PLATE CINTCHOGUE, NEW YORK 11935 + I I + + I I + a a SEE COL. a I I II SCHED. d. —_��-- DRAWING Ll-- III-- d, d `I 5/16" MIN. STIFF. PLATE AT BOTH STIFF. PLATE AT BOTH II _ TYPICAL SUPER SIDES OF COL. WEB SIDES OF COL. WEB II < d . 4 p d ANCHOR ABOLTS (TYP.) STRUCTURE DETAILS TOP & BOT. WITH SAME TOP & BOT. WITH SAME I FOR COL. SIZE I FOR COL. SIZE - - A. - AREA E BEAM FLANGE SEE SCHED. AREA AS BEAM FLANGE II SEE PLAN OR SCHED. DATE 05/02/08 DRAWN BY A.Y. (WHERE NOTED QS ON PLAN) EDGE DISTANCE ELEVATION SCALE As Noted CHECKED BY A.N. PER AISC AT COLUMN FLANGE AT COLUMN WEB PLAN TYP . COLUMN BASE PLATE DETAIL PROJECT 07128.01 SHEET OF MOMENT FRAME CONNECTIONS ISSUED TO OWNER 00 5/18/10 at,rn _l\n'4'man_1\Sanlutlnl Talnln9 CenRr\Ol 18.10 RP.e m—cA\56.0 WHEAL SUPER STRUMRE 0ffPQWM,E1181E001147,05 AM 1)2" MR. ROOF DECK SEE PLAN + m CEILING II II II 1 MTL STUD INT. BRG. 1Y2" MTL. ROOF DECK A I I WALL 362S162-54 SEE PLAN I I STUDS @16"o.c. Q RAILING POST. 1 1TS 6X6 BEYOND PROVIDE POCKET FOR INSTALLATION FILL PKT W/ 30OPS1 (POST @STAIR TURRET) NON SHRINK GROUT (TYP.) C8 BEYOND ( I I I II TOP OF 3RD FL SLAB 5Y4" LT. WT, ROOFING & CLOSURIE BY MTL. ROOFING & - - —I EL. +24'-0" U.N. CONC. SLAB TAPERED INSUL. DECK CONTR. TAPERED INSUL. TS 6X6 CONN. SEE ARCH'L DWGS. SEE ARCH'L DWGS. TO C8 BEYOND LT. GAGE TRUSS TS 6X6 TOP OF 3RD FLOOR SLAB -------- ---------- — ------ .--.-----= — I ' III --- -- — — — i4 + I W10 I STIFF R'S B.S. ( ) I @I POST LOC. (TYP.) I I� STUDS & BM. W18 W18 j W18 LW18 W10 I II W14 W12 TS 6X6 I STRUCTURAL CONSULTANT: SECTION 3 . 1 ! waaN C. WING 1/2"=1 -o J� CONSULTING ENGINEERS 15 PENN PLAZA NEW YORK,N.Y. 10001 SECTION 3 .2 Tel:(212)564-4370 Fax:(212)564-4374 S ECTI 0 N 3 . 3 Email: contact@waymancwing.com 1 2"=1'-0" www.waymancwmg.com 9 8 7 6 5 5/118/10 Issued To Owner 4 1/114/10 Issued To Owner 3 1/23/09 Issued To Owner 2 5/115/08 Issued To BLDG. DEPT. 1 5/12/08 Issued To Owner REV DATE DESCRIPTION I BY EHASZ GIACALONE ARCHfTECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL: (516)420-8383 FAX: (516)420-0195 THESE (PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY E0110 oi0 0iOF THE ARCHITECT 00 00 INFRINGEMENTS WILL BE PROSECUTED PROJECT' SATSTTORINI BEACH RESORT 3900 DUCK POND ROAD CLJTCHOGUE, NEW YORK 11935 DRAWING' SUPERSTRUCTURE SECTIONS DATE 05/02/011 DRAWN BY A.Y. SCALE As Noted CHECKED BY A.N. PROJECT 07120.01 SHEET OF . 1 ISSUED TO OWNER „ 5/18/10 Wam.I I\waYman 1�9awnnl Tolnln9 anhnfll 1810 MuM W mvnar5561 SUPER MUMC SE00NH.dM,5/10/2MG 11.4741 Mf G E N E R A L N 0 T E S GENERAL STRUCTURAL METAL DECK 1. ALL NEW WORK SHALL CONFORM WITH THE REQUIREMENTS OF NEW YORK STATE BUILDING CODE. 1. ALL METAL FLOOR & ROOF DECKING SHALL BE FORMED FROM GALVANIC STEEL SHEETS CONFORMING TO 2. CO-ORDINATE ALL WORK ON THESE DRAWINGS WITH REQUIRED ON ARCHITECTURAL, MECHANICAL ASTM A653 WITH A MINIMUM YIELD STRENGTH OF 33,000PSI. /ELECTRICAL DRAWINGS. 2. MATERIAL FOR FLOOR DECK SHALL BE COMPOSITE DECK TYPE AND SHALL BE FORMED WITH INTEGRAL FOUNDATION NOTES LOCKING LUGS TO PROVIDE A MECHANICAL BOND BETWEEN CONCRETE AND DECK. 1 . SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED AT 1_y4 TONS PER SQUARE 3. GALVANIZING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A525 COATING CLASS G90. FEET. 4. DEPTH AND GAGE OF DECK SHALL BE AS NOTED ON PLANS. 2. 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. 5. THE METAL DECK SHALL BE CONTINUOUS OVER THREE (3) SPANS OR MORE WHERE POSSIBLE. USE SINGLE 3. FOOTING BOTTOMS MUST BE REVIEWED BY THE ENGINEER DESIGNATED BY THE OWNER PRIOR TO OR DOUBLE SPAN ONLY WHERE REQUIRED BY FRAMING GEOMETRY. PLACEMENT OF CONCRETE. 6. ALL STEEL FLOOR DECK SHALL BE CAPABLE OF SUPPORTING THE WET WEIGHT OF THE CONCRETE AND ANY 4. TOP SOIL AND UNSUITABLE MATERIALS BELOW SLAB ON GRADE ARE TO BE REMOVED AS REQUIRED. THE OTHER CONSTRUCTION LOADS. DEFLECTION DUE TO WET WEIGHT OF THE CONCRETE SHALL NOT EXCEED REMOVAL AREA SHOULD INCLUDE THE BUILDING AREA PLUS AREAS BEYOND THE FOOTPRINT OF THE NEW 1/180 OF ANY SPAN OR 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 7. PROVIDE 2" MINIMUM BEARING AT SUPPORTS. REPORT). 8. ALL DECK SHALL BE WELDED TO STRUCTURAL STEEL BY QUALIFIED WELDERS USING PREQUALIFIED 5. FOUNDATION EXCAVATION AND SUBGRADE PREPARATION TO BE ACCORDANCE WITH PROCEDURES TO BE PROCEDURES. WELD DECK TO SUPPORTS WITH '/," DIAMETER PUDDLE WELDS AT 12" ON CENTER. FASTEN OUTLINED BY THE OWNER'S GEOTECHNICAL ENGINEER. (SEE GEOTECHNICAL REPORT). SIDE LAPS MECHANICALLY WITH METAL SCREWS AT 24" ON CENTER. 6. WHERE FILL IS REQUIRED UNDER SLAB ON GROUND, IT SHALL BE COMPOSED OF WELL GRADED MATERIAL 9. PROVIDE ALL DECK CLOSURES, COLUMN CLOSURES, POUR STOPS, CANT STRIPS, SUMP PLATES AND TO JOB SPECIFICATIONS, PLACED IN 6" LAYERS; EACH LAYER TO BE MECHANICALLY COMPACTED TO 95% OF SUPPLEMENTAL FRAMING AT OPENINGS AS REQUIRED FOR SUPPORT OF METAL DECK. PROVIDE ALL MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY PROCTOR TESTS. COMPACTION OF MISCELLANEOUS EDGE ANGLES TO SUPPORT DECK WHERE PRIMARY STEEL DOES NOT OCCUR. THESE ITEMS SUBGRADE TO BE VERIFIED IN FIELD BY QUALIFIED SOILS LABS REPRESENTATIVE DESIGNATED BY THE ARE NOT SHOWN ON THE DESIGN DRAWINGS BUT SHALL BE FURNISHED BY THE METAL DECK CONTRACTOR OWNER. ALL COMPACTION TO BE AS PER ASTM D 1557 AND AASHTO DESIGNATION T 180, METHOD V. THE WHERE REQUIRED. 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. 10. ALL OPENINGS SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. FOR HOLES 4 7. WHERE ELEVATIONS CHANGE, FOOTINGS SHALL BE STEPPED ONE VERTICAL TO TWO HORIZONTAL EXCEPT AS INCHES OR LESS NO REINFORCING IS REQUIRED. FOR HOLES OVER 4 INCHES BUT NOT MORE THAN 10 OTHERWISE SHOWN. MAXIMUM STEP TO BE 1'-6". INCHES, PROVIDE 12 GAGE REINFORCING PLATE WELDED IN PLACE TO ADJACENT FLUTES. FRAME OTHER OPENINGS AS SHOWN ON DRAWINGS. 8. SLABS ON GROUND WALL SHALL BE POURED IN A CHECKER BOARD PATTERN WITH A MAXIMUM AREA OF 1600 SQUARE FEET. JOINTS SHALL BE KEYED AND REINFORCEMENT CONTINUOUS. COLD FORMED METAL FRAMING CONCRETE 1. LIGHT GAGE METAL STUDS AND JOISTS SHALL CONFORM TO SECTION A3.1 OF THE AISI SPECIFICATIONS FOR 1. REINFORCED CONCRETE IN THE FOUNDATION (I.E. FOUNDATION WALLS, GRADE BEAMS, PIER & DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. SLAB ON GROUND) SHALL BE OF NATURAL AGGREGATE CONFORMING TO ASTM C-33 AND 2. MATERIAL SHALL COMPLY WITH ASTM C 955. MINIMUM YIELD SHALL BE FY=50KSI, EXCEPT FOR TRACK SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3500 PSI 0 28 DAYS UNLESS OTHERWISE NOTED. SECTIONS WHICH MAY BE FY=33KS1. 2. REINFORCEMENT SHALL BE HIGH TENSILE GRADE DEFORMED BARS CONFORMING TO 3. MEMBERS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 924 WITH A G-60 COATING. 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. 4. MANUFACTURER SHALL SUBMIT SHOP DRAWINGS SHOWING WALL ELEVATIONS WITH TYPICAL INSTALLATION 3. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE NYS BUILDING CODE LOCAL LAW. DETAILS AND DETAILS 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. 4. CALCIUM CHLORIDE ADMIXTURES OR ADMIXTURES CONTAINING CHLORIDE SALTS SHALL NOT TOUCH-UP WELDS WITH ZINC-RICH PAINT. BE ADDED TO THE CONCRETE. 5. PROVIDE FULL BEARING FOR LOAD TRANSFER AT TOP AND BOTTOM CONNECTIONS OF STUDS TO JOISTS AND 5. FOLLOW A.C.I. RULES AS TO STIRRUPS. ANCHORAGE, TEMPERATURE REINFORCEMENT AND FLOOR TRACK. ALL GAPS SHALL BE FILLED WITH STEEL SHIMS. SPACING OF BARS IN BEAMS UNLESS OTHERWISE NOTED. 6. PROVIDE HORIZONTAL BRIDGING BETWEEN STUDS AT 4 FEET MAXIMUM ON CENTER. 6. ALL CONCRETE EXPOSED TO THE WEATHER TO BE AIR ENTRAINED AND SHALL CONFORM TO ASTM C-260. 7. PROVIDE DIAGONAL PLATE STRAPS, 2"X14 GAGE BOTH SIDES, AT EACH END OF WALLS AND AT 30'+ ON 7. REINFORCING BARS SPLICED AT POINTS OF STRESS TO BE LAPPED A MINIMUM OF 40 CENTER. DIAMETERS UNLESS OTHERWISE NOTED. 8. PROVIDE BRIDGING BETWEEN JOISTS AT 7'-0" MAXIMUM ON CENTER. BRIDGING TO BE FLAT STRAPS EXCEPT 8. ALL HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS. LAPS TO BE 36 DIAMETER MINIMUM. WHERE DIAPHRAM RATED SHEATHING IS NOT ATTACHED DIRECTLY TO JOIST BOTTOM FLANGE, USE 1 %" CHANNELS. 9. PROVIDE SUPPORTS FOR REINFORCEMENT IN ACCORDANCE WITH A.C.I. STANDARDS. 10. MINIMUM BEARING ON WALL SHALL BE 8" FOR BEAMS AND 4" FOR SLABS, EXCEPT 9. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR ALL WALLS UNTIL ERECTION IS COMPLETED. AS NOTED OTHERWISE. 10. CUTTING OR BURNING OF JOISTS OR STUDS FOR MECHANICAL TRADES IS NOT PERMITTED. 11. BAR LENGTHS INDICATED ON PLANS DO NOT INCLUDE HOOKS OR BENDS UNLESS NOTED OTHERWISE. 12. KEYS IN ALL WALLS 12" OR SMALLER SHALL BE 2"X4"; IN THICKER WALLS, 2"x 8". 13. CONTRACTOR SHALL NOTE AND PROVIDE ALL MISCELLANEOUS CURBS, STILLS STOOLS, STRUCTURAL CONSULTANT: WAYMAN C. WING EQUIPMENT AND MECHANICAL BASES THAT ARE REQUIRED BY THE ARCHITECTURAL AND CONSULTING ENGINEERS MECHANICAL DRAWINGS. 15PENNPLAZA NEWYORK,N.Y. 10001 Tel:14. ALL CONCRETE FILL AREAS INCLUDING FILL FOR METAL PAN STAIRS ARE TO BE Email: il: co tact o Fax:(cwing.com ( ) Email1 contact wa encwm .com REINFORCED WITH WELDED WIRE FABRIC (6x6 W2.OXW2.0) DESIGN CRITERIA www.waymancC g.com g 15. PROVIDE 2-#5 CONTINUOUS IN TOP AND 2-#5 CONTINUOUS IN BOTTOM OF ALL CONCRETE ROOF SNOW LOAD: LEGEND : 9 WALLS EXCEPT AS OTHERWISE SHOWN. 8 GROUND SNOW LOAD = 20 PSF 7 16. PROVIDE 2-#6 REBARS ALL SIDES FOR ALL OPENINGS IN CONCRETE WALLS UNLESS FLAT ROOF SNOW LOAD, Pr = 16 PSF (USE LIVE LOAD = 40 PSF PER SCHEDULE) CANT. CANTILEVER 6 OTHERWISE NOTED. EXTEND BARS 2'- 0 BEYOND OPENINGS OR HOOK ENDS. SNOW EXPOSURE FACTOR, Ce = 1.0 /10 Issued To Owner SNOW LOAD IMPORTANCE FACTOR, I. = 1.1 U.O.N. NOTED 4 1/1 UNLESS OTHERWISE 5 5/18/10 Issued To Owner STEEL THERMAL FACTOR, C = 1.0 T.S. TOP OF SLAB 3 1/23/09 Issued To Owner 1 . ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST WIND LOAD: 2 5/15/08 Issued To BLDG. DEPT. EDITION OF THE A.I.S.C. "SPECIFICATION FOR THE DESIGN FABRICATION, AND ERECTION OF T.M. TOP MOST 1 5/2/08 Issued To Owner STRUCTURAL STEEL FOR BUILDING". BASIC WIND SPEED = 120 MPH REV DATE DESCRIPTION BY WIND IMPORTANCE FACTOR, Iw = 1.15 2. ALL STEEL SHALL BE ASTM: A572 GRADE 50 EXCEPT AS OTHERWISE NOTED. EXPOSURE CATEGORY = C B.M. BOTTOM MOST EHASZ GIACALONE CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36, FY = 36 KSI. STRUCTURAL TUBING SHALL BE ASTM A500, GRADE B, FY = 46 KSI. EARTHQUAKE DESIGN DATA: F.L. FULL LENGTH ARCHITECTS, P.C. 3. CONNECTION MATERIAL SHALL CONFORM TO THE FOLLOWING ASTM DESIGNATIONS, LATEST MAPPED SPECTRAL ACCELERATION FOR SHORT PERIOD, Sa = 0.26 G 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 MAPPED SPECTRAL ,ACCELERATION FOR 1 SECOND PERIOD, Si = 0.06 G W.W.F. WELDED WIRE FABRIC EDITION: HIGH-STRENGTH BOLTS: A325 & A490 (SLIP CRITICAL); WELDING ELECTRODES:AWS-A5.1 E70 SERIES. SITE CLASS = D I TEE: (516)420-8383 FAX: (516)420-0195 SPECTRAL RESPONSE COEFFICIENTS: SDs = 0.21, SDI = 0.093 E.W. EACH WAY THESE PLANS ARE AN 4. ALL BOLTS SHALL BE 3/4" DIAMETER MINIMUM. BOLT HOLES SHALL BE 1/16" LARGER THAN SEISMIC USE GROUP = 11 INSTRUMENT OF SERVICE AND ARE THE PROPERTY tE33 000fUE331 THE BOLT DIAMETER. SEISMIC IMPORTANCE FACTOR, Is = 1.25 ofSEISMIC DESIGN CATEGORY = C VAR. VARIES OF THE ARCHITECT 00 INFRINGEMENTS WILL BE 5. ALL SHOP CONNECTIONS SHALL BE HIGH-STRENGTH BOLTED OR WELDED. BASIC SEISMIC FORCE RESISTING SYSTEM = STEEL MOMENT CONNECTIONS PROSECUTED ANALYSIS PROCEDURE = EQUIVALENT LATERAL FORCE PROCEDURE. COLUMN ABOVE PROJECT 6. ALL FIELD CONNECTIONS SHALL BE BOLTED WITH HIGH-STRENGTH BOLTS EXCEPT WHERE THIS LEVEL COLUMN BELOW SANT0RU%41 BEACH DETAILS SHOW WELDING. THIS LEVEL RESORT 7. ONE SIDED OR ECCENTRIC CONNECTIONS ARE TO BE AVOIDED UNLESS SPECIFICALLY SHOWN ON H POST OR HANGER TYP. 3800 DUCK POND ROAD THE STRUCTURAL DRAWINGS. p ( ) CUTCHOGUE, xsW YORK 1 1935 8. ALL WELDING TO BE DONE BY CERTIFIED WELDERS AND SHALL CONFORM TO AWS STRUCTURAL CONT. CONTINUOUS DRAWING CODE, LATEST EDITION. 9. ALL FILLET WELDS SHALL BE A MINIMUM OF k " UNLESS NOTED OTHERWISE. T. TOP GENERAL NOTES 10. THERE SHALL BE NO FIELD CUTTING OF STRUCTURAL STEEL MEMBERS FOR THE WORK OF B• BOTTOM OTHER TRADES WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT/ENGINEER. DATE 05/02/08 DRAWN BY A.Y. 11. STIFFENERS SHALL BE GROUND TO BEAR. SCALE As Noted CHECKED BY A.N. 12. ALL COLUMN BASES, COLUMN ENDS AT SPLICES AND OTHER COLUMN BEARING CONNECTIONS PROJECT 0712801 SHEET OF SHALL BE MILLED FOR COMPLETE TRUE BEARING. 13. SUBMIT STEEL SHOP DRAWINGS PREPARED BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. 14. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. STO ISSUED TO OWNER 5/18/10 %%Wayrran 1\wryman 1\Sanlvtlnl Training Garr\01.16.10l sued 0 owner\5I.0 General Notes 9 MNNC DE Ar S d",51a1/201011:4&16AM POWER LEGEND: GENERAL NOTES: LIGHTING LEGEND: �11 DUPLEX ELECTRIC RECEPTACLE. WALL MOUNTED 1) ALL ELECTRICAL WORK SHALL COMPLY WITH THE RULES OF SUSPENDED ACOUSTIC CEILING SYSTEM, SEE TfA '18" ABOVE FINISHED FLOOR (A.F.F.) UNLESS THE NATIONAL ELECTRIC CODE, THE ELECTRICAL CODE OF THE ARCHITECTURAL DRAWINGS FOR TYPE AND OTHERWISE NOTED (U.O.N ) To CENTERLINE. CITY OF NEW YORK (WHEN APPLICABLE) AND ANY APPLICABLE MOUNTING HEIGHT. SPECIFICATION GRADE. 'A' DESIGNATES ARCH LOCAL CODES. POTECTION CIRCUIT 2) THE MINIMUM SIZE WIRE SHALL BE #12 AWG COPPER AND m SWITCHED RECEPTACLE. WALL MOUNTED 18" ALL WIRE SHALL BE ENCL05ED IN A MINIMUM 3/4" CONDUIT. RA ABOVE FINISHED FLOOR (A F.F.) UNLESS (MC CABLE ACCEPTABLE AS ALLOWED BY NEC) OTHERWISE NOTED (U.O.N.) TO CENTERLINE. A NEW LIGHT FIXTURE, UPPER CASE LETTER LIGHTING SCHEDULE SPECIFICATION GRADE. 'A' DESIGNATES ARCH 3) THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE REFERS TO TYPE - SEE LIGHTING SCHEDULE. POTECTION CIRCUIT RESPONSIBLE TRADES TO CUT/PATCH/REPAIR ALL WALL, FLOOR, Pi NUMBER DESIGNATES CIRCUIT. LOWER CASE FIXTURE AND CEILING PENETRATIONS AS NEEDED AND TO MATCH EXISTING 2a LETTER DESIGNATES SWITCHING GROUP. TYPE SYMBOL DESCRIPTION WATTAGE VOLTAGE MANUFACTURER MODEL NO. NOTES DOUBLE DUPLEX ELECTRIC RECEPTACLE.WALL FINISH. CEILING OR WALL MOUNTED ILLUMINATED EXIT SUSPENDED, SEMI-DIRECT FLOUR. 171P-2T8-DC12- qp 18" A.F.F (U.O.N TO CENTERLINE A LIGHT FIXTURE. PENDANT MOUNTED 64 120 NEO-RAY IDB-SI-RP ) 4) ALL FIRE RATED WALL PENETRATIONS MUST BE FIRE STOPPED, � LIGHT. SHADED SECTION INDICATES LIGHTED SPECIFICATION GRADE FACE WITH LETTERS, ARROW INDICATES INCLUDING CONDUIT, CABLE TRAYS, ETC. PETITE NUAGE 302-D.W. WALL 5) PROVIDE ALL REQUIRED PULLBOXES AND MISCELLANEOUS SHALL DIRECTIONAL BE EXIT SIGN. ALL EXIT REGULAR POWER WITH B O MOUNTED DIRECT/INDIRECT 64 120 NEO-RAY SIZRPW 2TB-()-IEB- HARDWARE FOR ALL CONDUIT RUNS. ALL CONDUIT RUNS SHALL BATTERY BACK-UP. ALL EXIT FIXTURES To BE LU MIN AIRE GROUND FAULT INTERRUPT RECEPTACLE GFI BE PROPERLY SUPPORTED. CENTERED ON EXIT WAY UNLESS OTHERWISE PENTA FLEX TM, PERIMETER DIRECT DUPLEX JUNCTION BOX, WALL MOUNTED 18" 6) ALL EQUIPMENT IS NEW UNLESS OTHERWISE NOTED NOTED. ALL EXIT FIXTURES SHALL BE MOUNTED C ® WALL WASH 64 120 NEO-RAY S79PF/2T8/-/IEB-Si 7) BALANCE PANELBOARD LOADS EQUALLY OVER (3) PHASES. WITH CENTERLINE AT 7'-6" ABOVE FINISHED / 49 ► A.F.F. (U.O.N.) TO CENTERLINE, CABLE FOR FLOOR UNLESS OTHERWISE NOTED. SEE STRAIGHT AND NARROW, J n DATA INSTALLATION BY CONTRACTOR 8) UNLESS OTHERWISE NOTED, ALL EQUIPMENT INSTALLED LIGHTING SCHEDULE FOR MANUFACTURERS D 0 SURFACE MOUNTED FLOUR. 64 120 NOE-RAY 23DSD L/2T8/ETG1-iD8- CABLE CAT 6 INDOORS SHALL HAVE A NFMA 1 RATING AND ALL EQUIPMENT INFORMATION. LIGHT FIXTURE I DU/59C n INSTALLED OUTDOORS SHALL HAVE A NEMA 3R RATING. KAPP COILING-MOUNTED LUMINAIRC STUDIO ITALIA 7 J JUNCTION BOX (WALL MOUNTED-RECESSED), AS 9) PROVIDE LIQUIDTIGHT FLEXIBLE CONDUIT CONNECTIONS FOR HVAC SUPPLY DIFFUSER: SHOWN FOR E CRYSTAL CLEAR 120 DESIGN SPECIFIED. INFORMATION ONLY. ALL EQUIPMENT SUBJECT TO VIBRATION. 10) ALL PANELBOARDS AND ELECTRICAL DISTRIBUTION EQUIPMENT HVAC RETURN REGISTER. SHOWN FOR WAVE MOU BY 8U STUDIO ITALIA JUNCTION SPECIFIED. BOX CEILING MOUNTED-SURFACE I F WALL-MOUNTED LUMINAIRE 120 DESIGN 0 ( ) SUPPLIED UNDER THIS CONTRACT SHALL BE PROVIDED WITH � INFORMATION ONLY. FORSTED WHITE GLASS AS SPECIFIED. PHENOLIC NAMEPLATES INDICATING THE PANEL NAME. HPP1/2 WIRING/CIRCUITING DESIGNATIONS. NUMBER OF 11) ALL EXISTING LIGHTING/EQUIPMENT/DEVICES AND NEW LIGHT SWITCH, CENTERLINE MOUNTED AT G O 4" DOWNLIGHT 60 120 NEO-RAY ITD4/4201 -L1 #8 ARROWS INDICATES NUMBER OF HOME RUNS TO $a 48" ABOVE FINISHED FLOOR, MAXIMUM. ELECTRIC PANEL AND CIRCUIT AS NOTED. #8 ASSOCIATED CIRCUITRY NOT SHOWN ON THESE DRAWINGS SHALL "3" DENOTES 3-WAY SWITCH REMAIN UNLESS OTHERWISE NOTED. CONTRACTOR SHALL REWORK "M" DENOTES MASTER SWITCH H 4" MEDIUM BEAM DOWNLIGHT 1ED 120 WALL W01 -L1 , W/ INDICATES WIRE SIZE: IF NO INDICATION, USE Q NOE-RAY #12 EXISTING WIRING TO MAINTAIN SERVICE TO EXISTING DEVICES "D" DENOTES DIMMER SWITCH WALL WASH ' ----SMALL HASH. NUMBER OF HOT OR SWITCHED NOT AFFECTED BY THIS WORK. LOWER CASE LETTER DENOTES SWITCHING (SEE 2X4 RECESSED FLOUR. LUMINARIES, S224R-2T8-ETG-IEBSI CONDUCTORS 12) CIRCUIT NUMBERS SHOWN ON PLANS ARE FOR REFERENCE CORRESPONDING NUMBER IN LIGHT FIXTURE J 120 NEO-RAY ---LONG HASH: NUMBER OF NEUTRAL CONDUCTORS SYMBOL) DIRECl/INDIRECI ----HASH WITH POINI . ISOLATED GROUND CIRCUIT PURPOSES ONLY IF NO INDICATION. USE ONE HOT AND ONE 13) REFER 10 SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. J1 ❑ 2X2 RECESSED FLOUR. LUMINARIES, 120 NED-RAY S222R-2T8-ETG-IEBSI NEUTRAL 14) PROVIDE ADDITIONAL #12 AWG GREEN COATED EQUIPMENT DIRECT/INDIRECT GROUND FOR ALL NEW 2DA AND 15A SINGLE POLE BRANCH COOPER MOTOR CIRCUITS - LARGE MOTORS SIZES CIRCUITS. 0 INDUSTRIAL OPEN PAN FLOUR. 120 LIGHTING 1A-232-12OV-EB8I SHOWN IN CENTER OF SYMBOL, FRACTIONAL 15) THE ELECTRICAL CONTRACTOR SHALL AT THEIR OWN LIGHT FIXTURE SIZES NOT SHOWN. COORDINATE WITH HVAC DRAWINGS. DISCRETION COMBINE HOME RUNS. K m EXTERIOR BOLLARD LU MINARE 982-AP-CFL2-120-BK- GENERAL LIGHTING NOTES: WEDGE BOLLARD 20 SHAPER LIGHTING BK-36 COMBINATION MAGNETIC STARTER, SEE ONE LINE ) 982-PT-2-CFL/2-12OV- m DIAGRAM FOR SIZE AND TYPE. POST TOP LU MINARE (2 FIXTURE 1) NO DEVIATION IN THE LIGHTING PLACEMENT WILL BE L m CONFIGURATION 120 SHAPER LIGHTING DK-BK-B'-4" E' DISCONNECT SWITCH, SEE ONE LINE DIAGRAM PERMITTED WITHOUT THE APPROVAL OF JAMES, LASALA & FOR SIZE. ASSOCIATES, LLP. RECESSED DOWNLIGHTS, M700 2) GENERAL LIGHTING: THE ITEMS SPECIFIED ESTABLISH THE M O METAL HALIDE, 73OS-70WMH 120 QUARTZ RESTRIKE M70GT-73CS/736S Lp FUSED DISCONNECT SWITCH, SEE ONE LINE STANDARD FOR THE SCOPE OF WORK TO EXPEDITE THE GiLASS277 LENS W/ 1773 FRIS NEL BY HALO (70W MH) DIAGRAM FOR SWITCH AND FUSE SIZE. CONSTRUCTION SCHEDULE. SUBSTITUTION OF MATERIAL MAY BE SUBMITTED BY THE CONTRACTOR TO JAMES, LASALA & N LUMIERE, NON ADJUSTABLE UP BOCA 612, 50PAR20 WP INDICATES DEVICE TO BE WEATHER-PROOF ASSOCIATES, LLP FOR REVIEW AND CONSIDERATION. NO LIGHT 120 COOPER LIGHTING 120V,13K,T (NEMA 3 OR 3R). SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN ZU MA 1203, INCA N. LOW VOLTAGE PROVIDE LOW ISOLATED GROUND RECEPTACLES OR CIRCUIT APPROVAL OF JAMES, LASALA & ASSOCIATES. P STEP LIGHT, MOUNT 12" ABOVE 24 COOPER LIGHTING VOLTAGE IG FINISHED DECK TRANSFORMER SEPARATE GROUNDING CONDUCTOR SHALL BE 3) THE ELECTRICAL CONTRACTOR SHALL AT THEIR OWN RUN WITH CIRCUIT CONDUCTORS, IN ADDITION DISCRETION COMBINE HOME RUNS, HOWEVER ALL CIRCUITS NYHAVN WALL MOUNTED DOWN TO THE EQUIPMENT GROUND. SERVING FLUORESCENT LIGHTING SHALL HAVE INDEPENDENT R O--I LIGHT, COPPER FINISH (MOUNTED 120 120-CO 8W/CW6X24q-2- NEUTRALS. AS SHOWN ON ELEVATIONS) 120-COP D, 208V 1 PHASE RECEPTACLE _6-NEMA20R 4) LIGHTING FIXTURE SUPPORTS SHALL BE AS PER SPEC UNLESS NOTED AS 30AMP THEN LG-NEMA30R X EDGELIT RECESSED EXIT LIGHT LED 120 SURE LITES EUR70 SECTION 16050 (BASIC METHODS & MATERIALS) AND SHALL IN NO INSTANCE BE SUPPORTED BY CEILING GRID STRUCTURE EM EMERGENCY LIGHTS 120 120 SURE LITES CC4-WH 1) ADDIING 'E' TO FIXTURE TYPE REQUIRES BODINE EMERGENCY BALLAST. 2) ALL FIXTURES SHALL IBEW APPROVED. 9 8 7 6 5 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA 3 1/1412010 ISSUED TO OWNER JLA 2 1/23/2009 ISSUED TO OWNER PTB 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB REV I DATE DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB # OBAE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 UNSWITCHED POWER FEED TEL:(516)420-8383 FAX:(516)420-0195 LINE �� J BLACK BLUE ,B. BLUE BLACK THESE PLANS ARE AN NEUTRAL IT z-LAMP BLUE BLL HT BODINE WHITE AND ARE THE PROPERTY I I I RED YELL w r INSTRUMENT OF SERVICE °°oo °❑:° °° YELLOW RA PI❑ START RED YELLOW EMERGENCY I F THE ARCHITECT ❑°❑ ❑❑ ❑❑ BALLAST RED BALLAST INFRINGEMENTS WILL BE RED WHITE PROSECUTED PROJECT l-ol {� BATTERY T LIDICATOR SANTORINI BEACH LAMP 1 RESORT 3800 DUCK ROAD LAMP 2 CUTCHOGUE, NEWU VORK 111935 DRAWING 2 TYPICAL RAPID START BALLAST W/ 1 LAMP EMERGENCY =� L = c_= - 1 c NOT TO SCALE LEGzEND 4 NOTE & i=LAN DATE DRAWN BY ; SCALE AS-NOTED CHECKED BY PROJECT G 12e.o1 SHEET OF DRAWING NO. - p, F NEB - 'ES 3 GLS O » O F W E - 01 �m�cyNO 5869"I `�,`'O aEESEiONp I I I i I i -----I------------------------------ --------------------- --------1----------- I I - - .. C 11LEGg1 o _OOM �I J Oa J 117 [l04 • 9 c1-1 - J J J g 11 11 I i 0 i i J JI f c 1-2 E 41 7 FACP 6 Inc i- 5 5 5 5 0l ' - s 4 6/0112010 ISSUED TO BLDG. DEPT. JLA p • JI 3 1/14/2010 ISSUED TO OWNER JLA J e EAK UT J 2 1/23/2009 ISSUED TO OWNER PTB - 1-0 1 5I1612008 ISSUED TO BLDG. DEPT. PTB 5 5 5 JIE oa G' REV DATE DESCRIPTION BY _ DC1-2 J . _ I E �o J J /-� — - --_ ---_ 1—} _ _ _ _ _ J � - - - 'I J J � f JAM SALA & i `---- -- -- - A J J ES, LA - - - JI - - - - - ASSOCIATES, LLP R /'/ MEP ENGINEERS J - — C1--3 0 O oe EA 11 OVAL DRIVE, SUITE 129 _ _ _ _ _ _ _ _ _ _ —__ — 1 ISLANDIA, NY 11749 e e E � TELEPHONE: 631.592.2660 • 7 — - x"� o M.R 4 /�" FACSIMILE: 631.232.1536 _ - C1-3-� — JOB 08AE 00014 i _ _ / Is o EHASZ GIACALONE T O e f ARCHITECTS, P.C. _ _ - _ DE1 _ --__ -- - - --_ 'I - --_ E - - It - ---�I 1 / G _� x oa / / 431 CONKLIN STREET J f FARMINGDALE, NEW YORK 11735 DCI— TEL:(516)420-8383 FAX:(516)420-0195 -- - — --_ -- _- - -- -- 11 // \\\ NSTRUMENTOFSERVICE AND ARE THE PROPERTY U OF THE ARCHITECT ❑❑ >✓; 12b ./ \ NFRINGEMENTS WILL BE J - G ' Q J - /, / ` A PROSECUTED a <� PROJECT - RE / DCi .N77 ,� VA _ Gq c ...'� \ .� �' A 12a /' dl� .\ DC 37 / , ' SANTOI2INI BEACH / 12b 1 b A RESORT �i NOTE / V 12b STORAC1 1 0 � 3800 DUCK POND ROAD / VVV f\ 112 12a .. / \ CLJTCHOOiJE, NEW YORK 11935 �L E, ,/ 1 f •\ J� 1) -C LIGHTING C COITS THIS SHEET GO O 12b'• \ DRAWING / EXTERIORS / LP1 UNLESS OTHERWISE NOTED / f \ \ 126 \ f CLOSETDI •/ DC1-37 "\ E= L_ECT}vCAL LG'31-�TNC� 2) EXTERIOR LIGHTING CONTROLLED BY / ,\ / \ 116 / TIM CLOCK12 DATE DRAWN BY DC7-37 SCALE A5-NOTED CHECKED BY PROJECT oilza.ol SHEET OF = • ..l . \. OF NE(y DRAWING NO. C gs S. c� O o 1 FIRST FLOOR LIGHTING PLAN 5 ,8.._1 . - 02 y =W NFa �� 58691 ?ti aEEs510N�" FACP HEAT DETECTORS TROUBLE T BY F.A. I +24V SIGNAL (TYP 3) EMIR PIT T.O.S. PLC LOOP A PLC2 LOOP B PLC1 TOP OF SHAFT - +24V EDP-2 i' R TO F.A.C.P. _----z' TO NEXT DEVICE TOP OF SHAFT 120 208V 30 LOOP B EDP-1 S H.C. R (BY F.A. TYPICAL)- ADDRESSABLE SMOKE WET S CEIL DETECTOR (TYPICAL) ELEV FEED FROM HOUSE PANEL - 24V BY F.A. 3RD FLOOR N.C. 120V 24V BY F.A. SOLENOID ACTIVATED Y Y TO F.A.C.P. ,=— ,--T TO NEXT DEVICE BY SHUNT TRIP BED FLOOR MUST BE LOCKABLE ,I � H.C. IN OPEN POSITION LE J 57 MUST ST BE EXTERNALLY (BY F.A. TYPICAL)- ^ADDRESSABLE SMOKE CFII OPERABLE \ VOLT DETECTOR (TYPICAL) 2ND FLOOR H.C. MONITOR TO NEXT DEVICE 120V 2#12 TO F.A.C.P. JR- _ - BY L.C. ISOLATION RELAY I' F A C P R � 5 21JD FLOOR LR SHUNT COILS -VOLTAGE MONITOR CONTACT BY F.A - . ADDRESSABLE SMOKE 11^ S1 I DETECTOR (TYPICAL) 1ST FLOOR CEIL H.C. I; LRECALL FUNCTION L� D�SCnI (NETT ISOLATION- IN ELEV CONTROLLER W,' SHUIJT TRIP 1ST FLOOR COOPER BUSSMAN FUSED CONTACT S= SWITCH WITH SHUNT TRIP -R L o (LOCATED C THE ELEV. SHUNT TRIP AUX CONTACT 1 FIRE ALARM CONTROL PIT _ MACHINE ROOM) PANEL WITH 'ADDRESSABLE' WALL i PROGRAMMING SUCH THAT SMOKE DETECTORS IDENTIFIED AS 'RECALL' SHALL ACTIVATE RELAY IN ELEV CONTROLLER TO ELEV 3 SPRINKLER SOLENOID ACTIVATION WIRING CONTROLLER 120V BY E.C. NTS SPRINKLER 120V 2 ELEVATOR RECALL WIRING EDP-1 — SOLENOID s N.G. NTS 1'21 ELEVATOR SHUTDOWN WIRING NTS FF1---- -------------------- ---------------------------------T' - \__I�EN�TES SITE RETAININ&l WALL �Bo ! I AH-1 I ) a 28 - 28 28 - STORA GE LP1 PANEL- 1 poE aM " ", IN NN L 1i 11 F 3 9 HV1 PANE DC1-7,9.11 CPI! 9 a 8 RP7 PANEL RP1-23 DC1 ATS 7 DC1-13,15,17 6 N 1 EDP PANEL OIL 5 a ® TP ® ram 3 1 5 RF � 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA 1`--- DC1-31,33,3113 jGFI 3 1/14/2010 ISSUED TO OWNER JLA �o M 2 2 1/2312009 ISSUED TO OWNER PTB BREAK-OUT---- to DW 6 ROOM28 FI $ANTR 1 5I1612008 ISSUED TO BLDG. DEPT. PTB E21REV DATE DESCRIPTION_ - - — - ----- — — — 2 2 �) o JANLES, CABALA & ASSOCIATES LLP r-9 RRIDOR MEP ENGINEERS 3 3 loa EF-2� DATA CENTER L066Y RP7-22,24 11 OVAL DRIVE, SUITE 129 oz ISLANDIA, NY 11749 _� loi TELEPHONE: 631.592.2660 D 1-192123 '� r-ec C / \M \ � / FACSIMILE: 631.232.1536 GFI g JOB 08AE_ 00014 = JHV1-2,4 1 s BTORAOE / EHASZ GIACALONE ® � v"v M! 3 o v`v /./ ," ARCHITECTS, P.C. _— �' -- - U4 ELEVAT\ —..�_ - - - / CONTR ER \ / % \ \ Dct s OFFICE j 4 METAL /• 431 CONKLIN STREET 114 �STAI 30 H,woRAiL /, FARMINGDALE, NEW YORK 11735 6 t0 A, 11A d V / \ TEL:(516)420-8383 FAX:(516)420-0195 / - — -- — — — — — -- — — —4 / / \\ THESE PLANS ARE AN 8 sTORA�E \\ INSTRUMENT OF SERVICE - ——— --- GFI A ❑00E-11 I OF THE ARCHITECT ❑o❑P� CELAIN SMOKE /' / AND ARE THE PROPERTY0 H WIRE GUAR WP - 0 / \\ ■lI \ - 'i R?'-26 MuaRp / \\, INFRINGEMENTS WILL BE G 1 RAIL / 4 / F-1 \\ PROSECUTED GFI e �a� tYP�1 z9,31 V L w� / j/ M \V A WP PROJECT �WP o,"' 8 SANTOMNI BEACH O �\ ALL CIRCUITS T a SIr€€i _P RP1-19 Q�40�Q-4 V / RESORT TO PANEL 'RP 7' (UNLESS ,J`; STORAG�� e Po 3800 DUCK POND ROAD ' OTHERWISER NOTED). E �T,/\ CUTCIPI NEW YORK 11935 DRAWING EXTERIOR J , / A � i GLOSEr 116 •� � /•/ \.\ \, `. 13 / 7Ifw�,E�T 1=L= CDC:�)F�_ F�L /_EN E DATE DRAWN BY a SCALE As-NOTED CHECKED BY p ) /. PROJECT o l2eol SHEET OF a \ 0 / 0 _1 . \ DRAWING NO. OF NEW IS 1 FIRST FLOOR POWER PLAN a �� E - 03 i 1��0 Np 5 869J kid o �' ��fEs51oN� o ( p ) ( E ) ( F ) ��'� ( J� (� Y T Y Y I I I 11 11 I 11 I 11 11 i LP2-12 _-_____ - -------1 0 R -�_._--r----- 4° 4b I ° E ER 4b 4a I b 4° E E D LP2-10 DC1 '6 TO A E J E - TIME LOCK J J J'1 J j FJ E p P ' F17 J J LP2-19 E VI E E E D 9 X 1 Yi cH N B 42 ° ° 016 J E E D _- - - - - - - - - - _ _ \ 3 7 ME TI G 6 BE 02o o16 E R G E D J J J J X 3d 5 R — J 2 BRA -o r c' 4 6/0112010 ISSUED TO BLDG. DEPT. JLA 02 ® 3 13 3 3 , 13 13 a° 0 2 a ob bs bb ob ° 11 5 � 3 1I1412010 ISSUED TO OWNER JLA 1' �)— --- -- — ---- — -- 2 1I2312009 ISSUED TO OWNER PTB 17 9f T 7h — / _ ° ° B B — 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB a o G.I - �_ / �� REV DATE DESCRIPTION BY P 117 a° 016 7o6 o77rh ® 6 8 X ® _ B / c BE EM 42 g 14 GE T 14 1 4 4 J R �AMES, LASALA (QL , -- - - ----- - - - --- " - - - o - 20 D ASSOCIATES LLP R, P42 mud?_ 3d° G a7 - —� 15 R bM 11 7h Hv7 6 E X' o i G w GE / MEP ENGINEERS o2c ° 11 OVAL DRIVE, SUITE 129 ° \ G I o7 oG - 1 /, N ISLANDIA, NY 11749 y H J J / TELEPHONE: 631.592.2660 x a \ ° t � 42 �o—_ ] EM � - - - TS«¢AE€ - - 4 '06 15 / JOB # O6AE-00014 FACSIMILE: 631.232.153 6 7\h H J O M ° 0 J 42 6 �I sr E HASZ GIACALONE 7 ARCHITECTS, P.C. — — _ — ----- - - --- ---- — �,-- IL \\, v/ �— 431 CONKLIN STREET B 66� B F \ SWITCFN\•BANK / 1 G j/ \\• TER(5 6G4DZOL 3 3 FAX (516)420 0195 / 17 \. PURPOSE /' 1 / Q Tt G 1 \ of 6 // ;poM \\ / / \ \ /" THESE PLANS ARE AN ® 1 / \•\ 1 \\ /' INSTRUMENT OF SERVICE j' 2 / / 4 �A AND ARE THE PROPERTY ��" F — / A V / OF FTHARCHITECT ARC ITS WILL BE 1 A�IGHTING CIRCUITS THIS SHEET 1 �• / \, \\ /' GOES TO LP2 UNLESS OTHERWISE PROSECUTED NOTE / G< % / � � V PROJECT v /� / A SANTORINI BEACH ° ) r) ( H ) -i ) / �\ \ /' VA RESORT \ \ \ 3800 DUCK POND ROAD ( a) ` \. / \ •\ /-/ •�\ CUTCHOGUE, NEW YORK 11935 / / \\ \ / \ /' \\• DRAWING INCANDASCEN7 LOW VOLTAGE —STEP LIGHT. 12V REMOTE �� J \, \ /' \\\ ELEC-_ -� IG4L LI��,- IN� TRANSFORMERREl�U\ED F:L ®C7)F \ \• DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT oilze.ol SHEET OF F 1 \ \\ o f NE DRAWING NO. S � o 1 SECOND FLOOR LIGHTING PLANE -04 9 a i f W seO NO se6g� �,+" 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. 3. CONTRACTOR TO MAKE ALL INTERCONNECTIONS AND CONTROL WIRING AS REQUIRED. 4. EXHAUST FAN LOCATED ON ROOF SHALL BE CONNECTED VIA HOOD CONTROLLER. COORDINATE WITH MECHANICAL CONTRACTOR FOR MORE INFORMATION. A ) ( E ) 4� I D ) ( E: i F DCI-20,22,2 ) DCT114,16,18 C1-26,28,30 7 DCI-32,34,36 1 •�- It f-__-_---SY T€M-_HOOD_ - H 1� � 6 � GFI WP 1-13,15 ' �1 -'7 - GFI (NOTE 1.2,3.4) WP CU-@ / '�� - - - - - - ---- --- I - O IO 0 � 00 O C) 00 21 I GENERAL 2 10 STOO 6E19 1 ORRID7 OOOOOO OOOO 10 GFI1 AMP�Ik oa SOUND (it 2 ?05 a .� D0000o 000 � � 19 19 J _RJI� 10 h.I'GHEN GF - Q- ---_ _ _ ----- - _ _ /OOO � OOOO - 0 9 L�J2 11 PFOR URPOSES 12 12 �/ B 2 6 MEETING 7 j Room 12 MOTORIZED 106 BREAK-OUT IV G' ) 5 ROOM 12 �\ O SCREEN zoe /' 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA - ---- - -- -- t 1 � - — — 1 3 iH412010 ISSUED TO OWNER JLA — -s__ _ _ — — — V _L — 12 — ^'1 2 1/23/2009 ISSUED TO OWNER PTB cORRIDo GFI /,/ 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB wP 8 ` 8 �o� 17 F_ REV DATE DESCRIPTION BY I � I I ' MD ,/STOrc'�GL 7 -- — 1 — —I'I -- 2 — ) Lo�er B �oq JAMES, LASALA & MULTRooFosE O 1 / �0 j ASSOCIATES, LLP MEP ENGINEERS `�13 13 30 / 15 210 F,i /' IS OVAL DRIVE, SUITE 129 III _ ISLANDIA NY 11749 ( 1 4) - - _ _ - _ _y _ —_ _ \ -- -�- - - T Ate, - - 1 4) / ) / 2 / TELEPHONE: 631.592.2660 T- - ----- - -� � \ `.\ / a/ \ BRROOM UT / EF-5 G 1 / / FACSIMILE: 631.232.1536 JOB # 08AE-00014 21� HAND ') 13 13I 1 5T / / R �I ' �� — — — — _ - 12 S EHASZ GIACALONE — _ �_ __ __ — — — FITOILET / / ARCHITECTS, P.C. 431 CONKLIN STREET / FARMINGDALE, NEW YORK 11735 \ \ HV1-2 / Q /"/ / Q\\ / ~ TEL:(516)420-8383 FAX:(516)420-0195 ,- GFI \ l G� / `BALL CI CUITS THIS WP S ET (GOES TO PANEL /-, / / \ / THESE PLANS ARE AN RZ24' UNLESS OTHERWISEINSTRUMET OF SE NOTED). .�� /' / / ` \ /'/ AND ARE THE PROPERITY �°o°E °Ei° ❑i INFRINGEMENTS WILL BE EEE ❑❑ o0 PROSECUTED PROJECT e, D ) F ( " ) SANTORINI BEACH RESORT A' ) ^/ / \ \ / A�- 3800 Du n cKrolm Roa CUTCHOGUE, NEW YORK 7 1935 O \ \ / �\ DRAWING 07 DATE DRAWN BY E ) / \"\ \•\ SCALE AS-NOTED CHECKED BY PROJECToT2eo1 SHEET OF \ DRAWING NO. pF NEB, 1 SECOND FLOOR POWER PLAN rl 4 , W ®0%5N s`"o h'o. 58697 bz pAOFE5510NP' L A I ( E I ( G I D ) ( F ) V L K L ) r %" Yr Y Y I I I I II TO 6 i II i I I I I 5TEP I�'HT�S FEVER — VIA 1 I REM• TE THIRD P. 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PTB REV I DATE I DESCRIPTION BY 822 it EF-6 / K 1 JAMES, LASALA & it - - - - - - -- ( � - - - wP _ - - - - / ASSOCIATES, LLP 22 —X MEP ENGINEERS 8 I' r 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 18 1 E3 TELEPHONE: 631.592.2660 i 18 M e _ \ FACSIMILE: 631.232.1536 _ \ L q / � /" JOB f} OBAE 00014 822 ° \ °� % ��v EHASZ GIACALONE K /' ARCHITECTS, P.C. / / / 431 CONKLIN STREET 8 22� FARMINGDALE, NEW YORK 11735 K .\ \ `•. / TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN 22 LP2-14•, \ INSTRUMENT OF SERVICE — \ / \ AND ARE THE PROPERTY \Qk OF THE ARCHITECT ❑o❑ oo❑ E❑ A INFRINGEMENTS WILL BE -v / / / / PROSECUTED \ ALL LIGHTING INLESS THIS $HEFT \\\ j "/� /•�\ / PROJECT � . , �� q `, GOES TO ILP2 UNLESS OTHERWISE \ . � � i ( , NOTED I / A.' �h� SANTORINI BEACH zz 22 // � 3 } vv RESORT \,x 3800 DUCK POND ROAD /" \ ,X, /./ V CUTCHOGUE, NEwYORK11935 F H / \ �) / DRAWING DATE DRAWN BY 9 \ \ SCALE AS-NOTED CHECKED BY PROJECT oT�e.ol SHEET OF OF NF DRAWING NO. 1 THIRD FLOOR LIGHTING PLAN ° s - oFESs10 0 i I D_CON — -- - - �RP2-32TRni PANEL--- - ---- ---- - ------ - - - ----- - - - -( 4 ) HV1-20,22,2 I V1-32 34 36 1I1111 HV1-26,28,30 GFI KEE2 ___ M2 WP _ 9 r RTU-3$ 29 -_ - 90A I.I. / KF-1 $4 WP 8 gyp GFI g0A RTU-2 RT I-1 60A WP 7 6 GFI GFI - - - - - - - WP HV1-38 5 --— 4 610112010 ISSUED TO BLDG. DEPT. JLA fF/ 3 1I1412010 ISSUED TO OWNER JLA - _ _ - _ - 2 PTB 1/2312009 ISSUED TO OWNER PTB HV1-4 1 5/1612008 ISSUED TO BLDG. DEPT. c' REV DATE DESCRIPTION BY 29 T 7 27 I T EF-6 / JAMES, CABALA & ASSOCIATES LLP FI 9 21 EWC C / MEP ENGINEERS I gyp 23 21: G�JRRI R CORRIDOR .III III f {� 11 OVAL DRIVE SUITE 129 ISLANDIA, NY 11749 I D TELEPHONE: 631.592.2660 FACSIMILE: 631.23232.15361536 JOB # 08AE-00014 poi aoi 21 I EHASZ GIACALONE � 21 / / /. GFI \\ i ARCHITECTS, P.C. WP \ / j \, / 431 CONKLIN STREET - - FARMINGDALE, NEW YORK 11735 - ---- - — TEL:(516)420-8383 FAX:(516)420-0195 \ \ THESE PLANS ARE AN INSTRUMENT OF SERVICE \ / \V AND ARE THE PROPERTY E °oi° [JUDO❑ I F THE ARCHITECT ❑❑ ❑❑ PROSECUTEDTS WILL BE PROJECT SANTO INI BEACH A) \ �� ' � 3, ) / �� RESORT /. 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 U J � ) U /\.\ \ / / \\� DRAWING D � \ .\ e l V A A i/ \ \ DATE DRAWN BY \ \ / SCALE As-NOTED CHECKED BY ll PROJECT SHEET OF L �J \ oT�e.ol / \ \ DRAWING NO. OF NE "9 S 1 THIRD FLOOR POWER PLAN //®/ - 0 x o � 58 ! W o �FG NO 69� 0d" o �q P ELECTRICAL PANEL SCHEDULE: LP1 PANEL NAME: LIGHTING PANEL ELECTRICAL PANEL SCHEDULE: LP2 PANEL NAME: LIGHTING PANEL CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT "o DESCRIPTION w J a DESCRIPTION N0' N0' DESCRIPTION a N w a DESCRIPTION "o' A B C Fx g g A B C A B C g r A B C 1 SPARE - 20 1 1 20 - SPARE 2 1 ROOM LIGHTING 1024 20 1 1 20 1320 ROOM LIGHTING 2 3 SPARE - 20 1 1 20 SPARE 4 3 ROOM LIGHTING 1200 20 1 1 20 730 H STORAGE LIGHTING 4 5 GAME ROOM LIGHTING 768 20 1 1 20 1024 CORRIDOR LIGHTING 6 5 ROOM LIGHTING 832 20 1 1 20 " ' 500 STORAGE LIGHTING 6 7 CORRIDOR LIGHTING 684 20 1 1 20 768 ELECTRIC ROOM LIGHTING 8 7 HALLWAY LIGHTING 948 'I 20 1 1 20 816 LOBBY LIGHTING B 9 TIME CLOCK COIL 300 20 1 1 20 704 STORAGE LIGHTING 10 9 SIDE LIGHTING " 640 20 1 1 20 1024 ROOM LIGHTING 10 11 BATHROOM LIGHTING 921 20 1 1 20 960 STORAGE LIGHTING 12 11 SIDE LIGHTING ^' 640 20 1 1 20 1024 ROOM LIGHTING 12 13 EXTERIOR LIGHTING 300 20 1 1 20 704 STAIRS CHANDELIER 14 13 HALLWAY LIGHTING 360 20 1 1 20 768 STAIR CHANDELIER 14 15 SPARE � - 20 1 1 20 � , 600 � STAIRS LIGHTING 16 15 TOILET SIDE LIGHTING "^ � -'; � 704 20 1 1 20 .� 600 " CIRCULAR STAIRS LIGHTING 16 17 SPARE - 20 1 1 20 - SPARE 18 17 CORRIDOR LIGHTING 800 20 1 1 20 840 SIDE ROOF LIGHTING 18 19 SPARE - 20 1 1 20 - SPARE 20 19 LOBBY LIGHTING 684 20 1 1 20 448 CORRIDOR CHANDELIER 20 21 SPARE - 20 1 1 20 - SPARE 22 21 STAIRS LIGHTING 104 20 1 1 20 - 924 SIDE ROOF LIGHTING 22 23 SPARE - 20 1 1 20 ? - SPARE 24 23 SPARE 20 1 1 20 SPARE 24 25 SPARE - - 1 20 ! SPARE 26 25 SPARE 20 1 1 20 'I' SPARE 26 27 SPARE - - 1 20 SPARE 28 27 SPARE 20 1 1 20 " SPARE 28 29 SPARE - - - 1 20 " SPARE 30 29 SPARE 20 1 1 20 - SPARE 30 31 - - - - - SPARE 32 31 SPARE 20 1 1 20 SPARE 32 33 - - - - - SPARE 34 33 SPARE 20 1 1 20 SPARE 34 35 - - - - - SPARE 36 35 SPARE 20 1 1 20 SPARE 36 37 - _ - _ _ SPARE 38 37 SPARE 20 1 1 20 SPARE 38 39 - - - - - SPARE 40 39 SPARE 20 1 1 20 SPARE 40 41 _ - - 20 450 EXIT LIGHTING 42 41 SPARE 20 1 1 2D 200 EXIT LIGHTS 42 SUB TOTAL LEFT 984 300 16B9 1472 1304 2434 SUB TOTAL RIGHT SUB TOTAL LEFT 3016 2648 2272 3352 3328 2564 SUB TOTAL RIGHT 2456 1604 4123 SUB TOTAL LEFT & RIGHT 6368 5976 4836 SUB TOTAL LEFT & RIGHT TOTAL: 8183 TOTAL: 17180 VOLTAGE (>4Q3PH):( 120/208 ) HERTZ:60 WIRES:4 IC: FED FROM:HV1 PANEL VOLTAGE (jW(/3PH):( 1201208 ) HERTZ:60 WIRES:4 IC: FED FROM:HV1 PANEL SOLID NEUTRAL:YES HEIGHT: WIDTH: DEPTH: GROUND LOCATION: SOLID NEUTRAL:YES HEIGHT: WIDTH: DEPTH: GROUND LOCATION: MAIN BUS AMPS:60 MAIN LUGS:6C MAIN BKR: MANUFACTURER & MODEL NO.: LOCAL 3 MADE MAIN BUS AMPS: MAIN LUGS:100 MAIN BKR; MANUFACTURER & MODEL NO.: LOCAL 3 MADE ELECTRICAL PANEL SCHEDULE: RP1 PANEL NAME: RECEPTACLE PANEL ELECTRICAL PANEL SCHEDULE: RP2 PANEL NAME: RECEPTACLE PANEL CRT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT N0 DESCRIPTION a B N a DESCRIPTION "o' "o' DESCRIPTION DESCRIPTION NO. A B C g a A B C A B C a g A B C 1 5 OUTLETS 900 20 1 1 20 720 4 OUTLETS 2 1 GFI RECEPTACLE 720 20 1 1 20 720 i, GENERAL RECEPTACLE 2 3 3 OUTLETS 540 20 1 1 20 540 3 OUTLETS 4 3 TV 300 20 1 1 20 600 OVEN 4 5 3 OUTLETS ,p 540 20 1 1 20 "' 900 5 OUTLETS 6 t 5 MICROWAVE 1000 20 1 1 20 1000 FREEZER 6 7 1 OUTLET 180 20 1 1 20 540 3 OUTLETS 8 t 7 GII 720 20 1 1 20 900 „", GENERAL RECEPTACLE 8 9 1 GFI OUTLET ISO 20 1 1 20 360 2 OUTLETS 10 9 FREEZER ' - 1000 20 1 1 20 900 GENERAL RECEPTACLE 10 11 ELEVATOR GFI OUTLET 180 20 1 1 20 - SPARE 12 11 OUTLET 360 20 1 1 20 720 BREAK ROOM RECEPTACLE 12 13 OVERHEAD DOOR 750 20 1 1 20 1000 PANTRY REFRIG 14 13 GENERAL OUTLET 720 20 1 1 20 720 GFI 14 15 DACT 500 20 1 1 20 1500 PANTRY DISHWASHER 16 15 HAND DRYER 1500 20 1 1 20 1500 HAND DRYER 16 17 FACP 500 20 1 1 20 360 PANTRY GFI 18 17 GFI RECEPTACLE 720 20 1 1 20 600 OVERHEAD PROTECTOR 18 19 EF-1 700 20 1 1 20 1000 PANTRY MICROWAVE 20 19 GENERAL RECEPTACLE 720 20 1 1 20 1500 DISH WASHER 20 t 21 EF-2 700 20 1 2 20 100 AH-6 22 21 GENERAL RECEPTACLE 720 2D 1 1 20 SPARE 22 23 EF-3 700 20 1 - - Too - 24 23 EWC 1000 20 1 1 2D 1500 DISH WASHER 24 25 EWC 1000 20 1 1 20 100 HWH IGNITION 26 25 EWC 1000 20 1 1 20 SPARE 26 27 EWC 10DO 20 1 1 20 720 I GENERAL RECEPTACLE 28 27 BATHROOM GFI OUTLET 360 15 1 1 2D 1200 EWC 28 29 ECH-1 1125 20 2 1 20 720 GENERAL RECEPTACLE 30 29 GFI OUTLET 540 15 1 1 20 1200 EWC 30 31 - 1125 - - 1 20 540 OR OUTLETS 32 31 1 2D 600 KEF-1 32 33 GFI/LIGHT 500 20 1 r 1000 REFRIGERATOR 34 33 34 35 36 35 36 37 38 37 38 39 40 39 40 41 42 41 42 SUB TOTAL LEFT 4655 3420 3045 3900 4220 2080 SUB TOTAL RIGHT SUB TOTAL LEFT 3880 3880 3620 3840 4200 5020 SUB TOTAL RIGHT 8555 7640 5125 SUB TOTAL LEFT & RIGHT 7720 8080 8640 SUB TOTAL LEFT & RIGHT TOTAL: 21320 TOTAL: 24440 VOLTAGE Cy.y 3PH):( 120/208 ) HERTZ:60 WIRES:4 IC: FED FROM:MDP VOLTAGE 0$41[ H):( 120/208 ) HERTZ:60 WIRES:4 IC: FED FROM:MDP SOLID NEUTRAL:YES HEIGHT: WIDTH: DEPTH: GROUND LOCATION: SOLID NEUTRAL: HEIGHT: WIDTH: DEPTH: GROUND LOCATION: MAIN BUS AMPS:100 MAIN LUGS: MAIN BKR:100 MANUFACTURER & MODEL NO.: LOCAL 3 MADE MAIN BUS AMPS:100 MAIN LUGS: MAIN BKR:IOO MANUFACTURER & MODEL NO.: LOCAL 3 MADE *CONTRACTOR SHALL PROVIDE SHUNT TRIP BREAKER AND SHALL BE INTERFACED WITH FIRE SUPPRESSION SYSTEM. 9 8 7 6 5 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA 3 1114/2010 ISSUED TO OWNER JLA ELECTRICAL PANEL SCHEDULE: HV1 PANEL NAME: THREE PHASE PANEL ELECTRICAL PANEL SCHEDULE: DC1 PANEL NAME: DATA CENTER PANEL 2 1/23/2009 ISSUED TO OWNER PTB CKT LOAD PER PHASE (V.AJ LOAD PER PHASE (V.A.) CKT CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB N0' DESCRIPTION DESCRIPTION No. no. DESCRIPTION d J w a DESCRIPTION N0' REV DATE DESCRIPTION BY A B C $ $ A B C A B C & $ $ A B C �� p 1 RTU-i 5268 60 3 3 90 B3BB `I; RTU-2 2 1 DATA CENTER LIGHTING 1512 r� 20 1 1 20 1024 DATA CENTER LIGHTING 2 JA�Wv�rS�r,iL,,�� .A.TT++SA�rLA p& 3 5268 - - - - 8388 - 4 3 DATA CENTER LIGHTING 448 " 20 1 1 20 768I, DATA CENTER LIGHTING 4 ASSOCIATES, LLl _ 836 _ " ' 00 20 1 1 20 - EXTERIOR LIGHTING fi _ _ _ _ '�� + MEP ENGINEERS 5 - - - - 15 6 5 ELEVATOR ACCESSORIES 2984 300 CU-1 8 5268 8 3 7 GFI OUTLET 720 20 1 3 90 8388 RTU-3 8 7 AH-1 ,2984 150 3 3 20 300 s a3ae - 1D 9 - 1 - - - - 10 11 OVAL DRIVE, SUITE 129 749 11 - - - - - - 8388 - 12 t1 - 12984 - - - - 300 - 12 TELEPHONE: : 11.59 TELEPHONE: 631.592.2660 13 cu-s nzs �` zD 2 1 zD SPARE 14 13 AH-2 12984 150 3 3 20 300 CU-2 14 FACSIMILE: 631.232.1536 JOB $ 08AE-00014 16 15 1725 - - - - - SPARE 20 19 AH-312984 12984 750 3 3 20 300 300 - 16 17 LP1 2456 60 3 1 20 SPARE 18 17 12984 - - 300 - 18 9 1604 - CU-3 20 EHASZ GIACALONE 21 - 4123 - - - - - 22 21 ,2984i - - - 300 - 22 ARCHITECTS, P.C. 23 LP2 63 _ ,. 68 100 3 - - - 24 23 72984 - - - 300 - 24 REET 25 - 5976 - - - - 226 25 B 27 AFI-4 lzsea , 118 '; j 150 3 3 zD 300 • 300, , ' ,;; Cu-4 za FARMI 431 ONKLIN NGDALETNEW PORK 11735 27 - 4836 _ 29 SPARE - zo 1 - - - - 3o 29 �- < ,, 12984 - - - , 300 - 30 TEL:(516)420-8383 FAX:(516)420-0195 31 SPARE - 20 1 36 r37 - B4 2984 - 3 3 20 300 300 3 CU-5 3232 31 AH-5 12933 SPARE - - - - 3a 1 - 34 THESE PLANS ARE AN zD 1 - - - - INSTRUMENT OF SERVICE 35 SPARE - 20 1 - - - - 1298a - Da - 36 AND ARE THE PROPERTY moo❑❑ HOD ❑i37 SPARE - zo 1 - - _ - 3e ExTERIOR ucFln"c 500 zD i 3B I F THE ARCHITECT ❑❑❑ ❑❑ ❑❑3s SPARE - 20 1 aDINFRINGEMENTS WILL BE4o PROSECUTED 41 SPARE 42 PROJECT SUB TOTAL LEFT 15293 15952 14092 16776 16776 16776 SUB TOTAL RIGHT SUB TOTAL LEFT 66432 6536B 65220 68956 i67636 1500D SUB TOTAL SUB TOTAL RIGHT & RIGHT 32069 3272a 30868 SUB TOTAL LEFT & RIGHT LEFT SANTORINI BEACH TOTAL' 95665 TOTAL: 203312 RF" SORT VOLTAGE (>W/3PH):C 120/2D8 ) HERTZ:60 WIRES:4 IC: FED FROM:MAIN DISTRIBU110N PANEL VOLTAGE CEP4r/3PH):( 120/208 ) HERTZ:60 WIRES:4 IC: FED FROM:EMERGENCY PANEL SOLID NEUTRAL:YES HEIGHT: WIDTH: DEPTH: GROUND LOCATION:ELECTRICAL ROOM SOLID NEUTRAL: HEIGHT: WIDTH: DEPTH: GROUND LOCATION: 3800DUCK POND ROAD MAIN BUS AMP5:400 MAIN LUGS: MAIN BKR:400 MANUFACTURER & MODEL NO.: LOCAL 3 MADE MAIN BUS AMPS:800 MAIN LUGS: MAIN BKR:800 MANUFACTURER & MODEL NO.: LOCAL 3 MADE CUTCHOGUE, NEW YORK 11935 DRAWING f�ANEL �G � DULL FLAN DATE DRAWN BY SCALE As-NOTED CHECKED BY - PROJECT oTl2e.ol SHEET OF DRAWING NO. OF NFL �O 9 A O o �Fo Na 58691 W? E - 08 � �OFESSIONH � ELECTRICAL PANEL SCHEDULE: CP PANEL NAME: COMPUTER PANEL ELECTRICAL PANEL SCHEDULE: EDP PANEL NAME: EMERGENCY DISTRIBUTION PANEL LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) CKT CKT LOAD PER PHASE (V.A.) LOAD PER PHASE (V.A.) NO. w w DESCRIPTION N0' N0' DESCRIPTION CKT CKT DESCRIPTION w w DESCRIPTION NO. A B C a $ 2 A B C A B C i a A B C 2 4 1 2 7 8 1D 3 4 12 3 14 16 5 6 15 17 8 2.0 " 19 8 22 21 24 23 6 25 27 28 9 10 3 29 0 32 31 34 11 12 33 36 35 37 38 40 13 14 39 42 41 SUB TOTAL LEF�ffl - T SUB TOTAL RIGHT SUB TOTAL LEFT SUB TOTAL RIGHT S SUB TOTAL LEFT h RIGHT SUB TOTAL LEFT k RIGHT TOTAL: TOTAL: VOLTAGE (iPH/3PH):( 120/20B ) HERTZ:60 WIRES:4 IC: FED FROM: VOLTAGE (iPH/3PH):( 120/208 ) HERTZ:60 WIRES:4 IC: FED FROM:SWITCH HOARD SOLID NEUTRAL: HEIGHT: WIDTH: DEPTH: GROUND LOCATION:DATA CENTER SOLID NEUTRAL: HEIGHT: WIDTH: DEPTH: GROUND LOCATION:ELECTRICAL ROOM MAIN BUS AMPS:800 MAIN LUGS: MAIN BKR:800 MANUFACTURER 8 MODEL NO.: LOCAL 3 MADE MAIN BUS AMPS:1500 MAIN LUGS: MAIN BKR:1600 MANUFACTURER 8 MODEL NO.: LOCAL 3 MADE FROM LIRA TRANSFORMER 4 SETS OF (4) 750KCMIL, #250G, 4"C M 9 8 2000A 3P GENERAL POWER SYSTEM INC. 7 SWITCHB ARD 200DAMP 120 208V 30 4W 600KW,750KVA 120/208V, 3PH, 4 WIRE 5 400 t00A 10DA 13PO A 1600A v o = 5 3P 3P 3P 3P 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA GEN SET — 3 1/1412010 ISSUED TO OWNER JLA 4#500,#�2GND, 4#1,#BGND, _ 4#1,#8GND, 4 SETS OF: 2 1/2312009 ISSUED TO OWNER PTB IN 4"C IN 1-1/4"C IN 1-1/4"C 4 #500,� TYPE C #3/0 GND, 1 511612008 ISSUED TO BLDG. DEPT. PTB v1 200K IN 4"C REV DATE DESCRIPTION I BY 60A 10DA 3P 3P JAMES, L 4#1,#8GND, 4#4,#10GND, IN 1-1/4"C _ _ _ ASSOCIATES, LLP IN 1-1/4"C ,I 60 1 4 SETS OF: 600A MEP ENGINEERS LP1 SUB PANEL LP2 SUB PANEL RP1 RP2 4 #SOO,J; i 11 OVAL DRIVE, SUITE 129 ,#3/0 GND, ISLANDIA, NY 11749 IN 4"C 1600A 3P TELEPHONE: JOB # OBAE-00014 REFER TO PANEL SCHEDULES FACSIMILE: . 631.232.1536 7EIF , ' EHASZ CaIACALONE ARCHITECTS, P.C. IN 4EDP PANEL 120/208V 30 4W 431 CONKLIN STREET 100A Boo SODA j3P 0A FARMINGDALE, NEW YORK 11735 3P 3P 3P TEL:(516)420-8383 FAX:(516)420-0195 3 SETS OF 2 SETS OF: THESE PLANS ARE AN (4) 35OKCMIL, (4) 350kcmil, INSTRUMENT OF SERVICE #1/oG #IG AND ARE THE PROPERTY °°° °°° P 3-1/2"C 3-1/2:"C TYPE C OF THE ARCHITECT ono 00 200K INFRINGEMENTS WILL BE PROSECUTED 4#1,#BGND,_� IN 1-1/4"C PROJECT SANTORINI BEACH S RESORT ELEV. DC1 Clp il 3900 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 REFER TO PANEL SCHEDULES DRAWING Emi-- E- c-Z-- Tfz,� f � � PANEL SCHEDULE AND ONLINE DIAGRAM DATE DRAWN BY SCALE AS-NOTED CHECKED BY 1 ONE— LINE DIAGRAM PROJECT o 12801 SHEET of lu NOT To SCALE OF N8� DRAWING NO. tiP �S 5 G O � 9 S * a® s a P� No 5869T \_nENc�TE5 51TE RETAININ(IJ WALL BODE #2 (TYP) - ° --- --- - - , - -- ----- - -----. ---:- • a - -—-—- - - - - - - - - - -� GENERAL NOTES: AH-' I g SEE DETAI 4 ELEG 1. ALL BENDS SHALL BE 1 FOOT MIN. TURNING RADIUS. INSTALL FIBER TAGS ON BOTH ENDS INDICATING STOR GE QOM TO S GEAR DESTINATION. 0 BUILDING STEEL TO WATER MAIN 2. RESISTANCE TO GROUND SHALL BE MEASURED AT 5 OHMS OR LESS. #6 ( YP) - 3. FOR ELECTROLYTIC GROUNDING SYSTEM, CONTACT: -7 ALLTEC CORPORATION - RON HARWELL N OIL T a 1 800 203 BOLT - 3 PO FO x ® 2 AWG IN 1"C ® k' Eryry Q �I III I 4. GROUNDING CONDUCTORS SHOULD BE PLACED IN NONMETALLIC CONDUIT. IF A GROUNDING CONDUCTOR SEE NOTE 1 ' L____ TOH I I HAS TO BE ROUTED THROUGH METALLIC CONDUIT, BOTH ENDS MUST BE BONDED TO THE GROUNDING GAME ROOM � , BREAK-OUT CONDUCTOR. 11,, ROOM I ry•ANTRY Ioa I G TO E VIF _L Fw G�'RR DOR I I DATA CENTER �LOEP.�Y PRE GALVANIZED FINISH UNISTRUT LT EMR � E ie-� A. NOTE: M S __ _ _ __ _ _ i �3 8" BOLTS TREADED INTO STEEL <o - PA65 � - v /� � � - / - � C 1 UNISTRUT MAY BE MOUNTED VERTICALLY x - - / /�,�� 0 APPLICABLE ANCHOR ] I I `=TORA6E `� \ OR HORIZONTALLY DEPENDING ON THE I-- 'lic \ LOCATION OF WALL FRAMING I I v �r T I � � I I — COPPER GROUND —. 4,. ; / \ BAR HeN. \ _ 14 ' BANORAL— 4 / i \ ETA T.� /- -- - WH I� dl, �- /' V A LOCKNUT (TYPICAL 3 _ _ �\ _�L — - - _ _ _ - _ --__ 1/2"x13x 1/2" BOLT LOCKWASHER (TYPIC L 3) / METAL- / �) `•\ 1 '-' ) /' \\ RAIL -1G /• / \\ / BAKELITE OR AREA / /' / A \\ / INSULATORPOLYESTER-FIBERGLASS 1/2" THREADED ROD C F / 3 /r S / TYPICAL MOUNTING DETAIL COPPER BUSBAR STORAGE ?' .�� y°v / NOT TO SCALE z oeG /• \ < ) EXTERIOR �\ / /' �\ \ %• \ / I CLOSET / / IA k`� \i' V '�� [MC OR RIGID CONDUIT 2 1)ATA CENTER EQUIPMENT />ROUN/DING I �UG TERMINATION (BOTH ENDS) BONDING BUSHIN #10 BONDING WIRE ARE COPPER GROUND CONDUCTOR NOTE: GROUND BA CONTRACTOR SHALL INSTALL BONDING BUSHING AT BOTH e ENDS OF CONDUIT. k DEN�TE� SITE RET4,aININ� wAL 6 2 PEgESTAL GROUND (TYP)I 6 CONDUIT BONDING DETAIL NOT TO SCALE , I AISED FLOOR PANEL 9 8 III I � 7 6 5 G \ 4 6/0112010 ISSUED TO BLDG. DEPT. JLA PEDESTAL �JETAL FRAME 3 1/14/2010 ISSUED TO OWNER JLA L____ ITC 6 I GROUNDING CLAM 2 1/23/2009 ISSUED TO OWNER PTB Ir--- R 1 'HARGER' OR EQUAL - - 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB — — i REV DATE DESCRIPTION BY _ _ _ - _ --_ j - - #2 GIRD WIRE #2 GIRD WIRE JAMES, LASALA & — ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 - - - - - - - - - ----- `PEDESTAL (TYP) JOB 08AE-00014 -- - � -- - - I � - -- ----- - -- -- I T TELEPHONE: 631.592.2660 ,�— „ . FACSIMILE: 631.232.1536 ., dry — 5 PEDESTAL GROUNDING DETAIL EHASZ GIACALONE — - �'_ `7 T ° NOT TO SCALE I __ ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 — - - - -— - — — - — — INSTRUMENT ARE F SERVICE �,— I AND ARE THE PROPERTY 0°o°o °oi° ❑i INFRINGEMENTS WILL BE ❑oo 00 00 'PROJECT PROSECUTED 1.5"- 2,5" 2,. _�„ 2�, 2„ _ 2„ 2„ 2„ 2„ 2,� 2 �o—p11_ Z.. Z„ 2„ z.s" 1s° T C �� 4 SAN ORINI BEACH RESORT O O O O O O O O (O G O Cl O 3800 DUCK POND ROAD \ \ 3/B ' BOLT HOLES � c \ 1' CUTCHOGUE, NEW YORK 11935 \ /� �0 1_3/4„ � O O O O (O O O O G O O ' ✓ , J\ \ � � � `3 DRAWING EXTERIOR e o 2 3/4 COPPER GROUND BAR 1/2 BOLT HOLES 9/16" DIA / LECTRIGAL C �OUN� INS / CLOSET \ /'j v 6 \ = gam o �o o 0 0 0 0 w o o 0 0 0 0 0 0 0 0 0 0 0 7/ " O DATE DRAWN BY CONNECTIONS TO BUSBAR SHALL BE FABRICATOR SHALL SCALE CHECKED BY DOUBLE HOLE LUG COMPRESSION TYPE INSCRIBE NOTE AT AS-NOTED EACH END OF BAR (1/4" TEXT HT. MIN.) PROJECT oTl2aol SHEET OF DRAWING NO. 4 DETAIL OF LAB GROUND BAR �� oF "6 NOT TO SCALE vP nE6 S cGsso 9 1 DATA CENTER ROOM RAISED FLOOR PEDESTAL GROUNDING PLAN * E -10 586°+ ?v ��FEssION��' 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 CONTROL UNIT NOTIFICATION REQUIRED FIRE supp�cNeNrnFv CIRCUIT WIRES MUSI BE SUPERVISED. THEREFORE, NO PARALLEL ANNUNCIATION SAFETY CONTROL BRANCHING OF NON-ADDRESSABLE CIRCUITS IS PERMISSIBLE. 3) DETECTORS SHALL NOT BE LOCATED (WITHIN 3 FELT) IN DIRECT AIR STREAM FROM SUPPLY AIR OUTLETS. z z 4) ALL SHIELDS TO BE CONTINUOUS AND ISOLATED FROM o 0 a z GROUND. 5) ALL FIRE ALARM WIRING SHALL BE IN MINIMUM 3/4" EMT. 0w a 6) ALL DETECTION WIRING SHALL BE CLASS "A". m o o w ¢ z z 7) CONTRACTOR IS RESPONSIBLE FOR PERMITTING AND APPROVAL � � x o z j z 3 0 DOCUMENTATION. B) CONTRACTOR AND VENDOR ARE JOINTLY RESPONSIBLE FOR J ¢ a w in w a ut U Z d am ¢ O W VI O FINAL TESTING AND SYSTEM ACCEPTANCE. p a u 9) CONTRACTOR SHALL BID THIS JOB TO CODE. a z o o w m w x 10) CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR BIDDING, z z " m `" a z PRICING AND PERMITTING PURPOSES. 11) CONTRACTOR SHALL FURNISH AND INSTALL A FULLY o w zo z o s , w Yo = 0 0 COMPLIANT FIRE ALARM SYSTEM. E w m a '^ a a ¢ '� W i o a J a p o o 0 0 o a o o s, w r Z a Z Z Z_ w K K L� N W W N < W O O O �y U' ¢ W � O O I.. K 2' a ¢ O ¢ f 7 E z O Z = a ¢ a a W Vl W d d W W O d O j O O O J U W VI H I JI D G K Vi VI N Z K H H F N 7 O r a a a a a ¢ a N z N w a a a z z a a m > > 0 o u u u < < u u z ¢ x z a a <a a a a a a FIRE ALARM LEGEND MANUAL PULL STATION 0* 0900 •• SMOKE DETECTOR 001 1 10.0100100 F_AC P FIRE ALARM CONTROL PANEL HEAT DETECTOR 0 01 1 10101001 DACT DIGITAL ALARM COMMUNICATOR TRANSMITTER DUCT DETECTOR 00 �� 00 PRE-ACTION SUB-SYSTEM 001 1 1010100 �46 �F MANUAL FIRE ALARM PULL STATION HALON SUB-SYSTEM 00 0 1 0 1 so �00 01 aFIRE HORN/STROBE COMBINATION WATERFLOW SWITCH 00 01000 a FIRE STROBE TAMPER SWITCH SPRINKLER CONTROL VALVE O PHOTO-ELECTRIC SMOKE DETECTOR FA SYSTEM LOW BATTERY ER "ER" DENOTES ELEVATOR RECALL OPEN CIRCUIT Q HEAT DETECTOR GROUND FAULT S DUCT DETECTOR, SUPPLIED AND INSTALLED BY NOTIFICATION APPLIANCE • D CIRCUIT SHORT MECHANICAL CONTRACTOR AND WIRED BY FIRE ALARM CONTRACTOR ER ELEVATOR RECALL 0 INTERFACE RELAY © FLOW SWITCH Q TAMPER SWITCH 2 FIRE ALARM SEQUENCE OF OPERATIONS GRID RAN REMOTE FIRE ALARM ANNUNCIATOR PANEL NOT TO SCALE FSP FIRE SPRINKLER PANEL ® RELAY, POWER AND MONITOR SPRINKLER SOLENOID �W 10" WATERFLOW BELL CIRCUIT BREAKER WITH SHUNT TRIP ® DIGITAL ANALOG MODULE ® SHUTDOWN RELAY 9 8 7 6 5 4 6101/2010 ISSUED TO BLDG. DEPT. JLA 3 11114/20101 ISSUED TO OWNER I JLA 2 1/2312009 ISSUED TO OWNER PTB 1 15/16/20081 ISSUED TO BLDG. DEPT. PTB REV I DATE I DESCRIPTION BY R R R JAMES, CABALA & s s ASSOCIATES, LLP D D s D MEP ENGINEERS F F H H 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 �vR FACSIMILE: 631.232.1536 JOB # OBAE-00014 3RD FLOOR EHASZ GIACALONE F F H ARCHITECTS, P.C. 431 CONKLIN STREET TELL:51 6201 3 3 FAX:(5R16)4203 195 THESE PLANS ARE AN 2ND FLOOR, INSTRUMENT OF SERVICE AND ARE THE PROPERTY °°° 00° ° OF THE ARCHITECT 0°°°° °°0 000 F F IT _ PROSECUTEDTS WILL BE Y—IJ PROJECT RAN F F F F S �j- -UR SANTORINI BEACH RESORT TO OFFICE (EAST S ELEVATOR SHUNT TRIP 3800 DUCK POND ROAD WING MOTEL) FACP CUTCHOGUE, NEW YORK 11935 SUPERVISORY FA C P TROUBLE & ALARM lzov 1S7 FLOOR R BOTTOM/TOP OF ELEVATOR SHAFT/ELEVATOR MACH. ROOM SPRINKLER SOLENOID VALVE i� OTIH DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT oTl2aol SHEET OF 1 FIRE ALARM RISER DIAGRAM DRAWING NO. NOT TO SCALE OF NE(1, Q' * sF No 1 ? FA- 01 C 586g 6 pp�Ffs510N� 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-03. 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. 3) FLOW SWITCH, TAMPER SWITCH AND PRESSURE SWITCH FOR DRY AND WET SYSTEMS SHALL BE INTERFACED WITH FIRE ALARM CONTROL PANEL. CONTRACTOR SHALL COORDINATE WITH SPRINKLER CONTRACTOR FOR MORE INFORMATION. I I'I II II II I II I I I I I I I I I I I I I I I I I II AH-1 H _ __ D F E OM 9 O 8 0 7 FA CP 6 O 5 Ff � ! I �I T � 4 610112010 ISSUED TO BLDG. DEPT. JLA 3 1/14/2010 ISSUED TO OWNER JLA - a 2 1/23/2009 ISSUED TO OWNER PTB ----- R s e EAR- ur - -- -AT 1 5/1612006 ISSUED TO BLDG. DEPT. PTB -- O9 REV DATE DESCRIPTION BY H E \ior / -- s _ -- - - - - -- O /' JAMES, LASALA & ---- — ASSOCIATES LLP - H j/ MEP ENGINEERS S -O to S o O B o �Df O 11 OVAL DRIVE SUITE 129 � ISLANDIA, NY 11749 FACSIMIOLE 631.232.1536 JOB 08AE-00014 E ) / ! EHASZ GIACALONE _--___, H _ 5 0 /.' / ARCHITECTS, P.C. 5 _ O \ / / 431 CONKLIN STREET T/ o - FARMINGDALE, NEW YORK 11735 I / TEL: 516 420-8383 FAX: 516 420-0195 — (D THESE PLANS ARE AN - -- --r � I � s /' � \ INSTRUMENT OF SERVICE OFDTHE ARCHITECT ERTY `REMorE FIREI ALARM /" j \ INFRINGEMENTS WILL BE \ \ ( G OO \ III ANNUNCIATOR PANEL NOTE ,'I' P / i i O REF- \ PROSECUTED A - C�' ,// Vl PROJECT �E 2 RE / / i \\ �' v. /-/ SANTORINI BEACH RESORT 3800 DUCK PONIE) ROAD (r l STOR�A / CTJTCHOGUE, NEW YORK 11935 / O S K / \.\ DRAWING d EXTERIOR i / \ GL0�5ET NOTE 3 DATE DRAWN BY SCALE A5-NOTED CHECKED BY PROJECT 0112801 SHEET OF \^ \, DRAWING NO. OF Ne 1 FIRE ALARM FIRST FLOOR PLAN FA -02 `ysPC NO. SB69� �?U s p�FE5S10N� FACE FILE SUPf"RESSION SYSTEM WITH FIRE ALARM --- L-ROPANEL- --EON \ I - I F - _ --- - - -—-—- -— — _ - --_ ---_ _ - —-—- —C4 E ER L J- S O A I _ L 1 O S Q 9 H — 8 E VI S 7 9 — 5 H 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA ME TI G 3 1/1412010 ISSUED TO OWNER JLA o o s R o sffff — 2 1/23/2009 ISSUED TO OWNER PTB s s eR A -o T c' ) 1 511612008 ISSUED TO BLDG. DEPT. PTB c ° ° c c ° ° o REV DATE DESCRIPTION BY o o 1 s s JAMES, CABALA & �- — ASSOCIATES LLP QS / MEP ENGINEERS QS ° J ✓ T R --- - - --- - - - -- 11 OVAL DRIVE, SUITE 129 -Ri' ° I ° - - — S � - D'•) ISLANDIA, NY 11749 D ° / - TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 / JOB 08AE-00014 I � EHASZ CIACALONE - --- - - - - ARCHITECTS P.C. I - 5 O S i O \ - o M 431 CONKLIN STREET — 5T FARMINGDALE, NEW YORK 11735 \• / � / J, ' s \' •� TEL:(516)120-8383 FAX:(516)420-0195 —— - -- - — --- ---- INSTRUMENT OF SERVICE - ---- THESE PLANS ARE AN AND ARE THE PROPERTY 00 Om NFR EARCHITEWILLBE DO oo� ❑❑ r \-\ ,.\j.• \ \ %/ /% ` / r / \ , PROSECUTED 4� PROJECT SANTOI2INI BEACH RESORT 3900 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 U U Uw- \ \ \ /"/ / \ \.\•\ /'% \ \ DRAWING / \• FIF, 4L /�1� �� GOND \ \ � L_ � O DATE DRAWN BY \ SCALE As-NOTED CHECKED BY �,- J \ \• PROJECT SHEET OF O 1128 OI B / \ / \•` \ OF NE DRAWING NO. 1 FIRE ALARM SECOND FLOOR PLAN e ¢ FA ® 0 a o �0 a 5069 �=U pgOFESSION' NOTE 1. CONTRACTOR TO COORDINATE WITH MECHANICAL CONTRACTOR FOR SMOKE PURGE SYSTEM AND SHALL INTERFACE WITH FIRE ALARM CONTROL PANEL. PROVIDE AND INSTALL ALL WIRING, RELAY AND CONDUIT AS REQUIRED. I I a \ a EF-2 TU-3 - I 9 R 0 ' 8 R RTU-2 D RT —1� - - - 7 R � 6 5 T 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA _ 3 111412010 ISSUED TO OWNER JLA 2 1/23/20091 ISSUED TO OWNER PTB 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB C G REV DATE DESCRIPTION BY M7 8 EL-6 / 2 -- � -- --- � I - -!----- � I L-1 - � /./ JAMES, CABALA & ASSOCIATES, LLP / MEP ENGINEERS l R 11 OVAL DRIVE, SUITE 129— F \ ISLANDIA, NY 11749 \\ I ® 5 — S \\ TELEPHONE: 631.592.2660 / — FACSIMILE: 631.232.1536 JOB # 08AE-00014 EHASZ GIACALONE ARCHITECTS, P.C. /. \\ /. — \ 431 CONKLIN STREET - - / /_ _ �\ FARMI NGDALE, NEW YORK 11735 8 \ / TEL:(516)420-8383 FAX:(516)420-0195 -I — - -- \\ / \�\ INSTRUMENT ARE F SERVICE \ / IN ANDD ARE THE PROPERTY SMOKED PURGE SYSTEM! / / \� / /;' \ / I F THE ARCHITECT o00 00 00 / ��. A /' �A PROSECUTEDNTSWILLBE (NOTE 1) � i A�� / \. PROJECT \, SANTC) INI BEACH ° /' \\ RESORT Ax 3800 DUCK BOND ROAD /• /, \ CUTCHOGLJP., NEW YORK 11935 \ \ \ \ j DATE DRAWN BY SCALE A5-NOTED CHECKED BY PROJECT SHEET OF € \ oil2e.ol ° %/ \ \• \' F NE DRAWING NO. O 1 FIRE ALARM THIRD FLOOR PLAN 58 OF � * FA - 04 ; Z„�p NO 69� `�?ti ESS'aN LEGEND NEW SPRINKLER SUPPLY BRANCH OR MAIN EXISTING PIPING SIZE PER DRAWING NOTES STEEL MEMBER - -� DENOTES CHANGE IN PIPING HEIGHT. CEILING HOL /4" p CONCEALED PENDENT SPRINKLER HEAD, 155 DIA. 1 3/4" MIN. P DEG F, ORIFICE, VICTAULIC MODEL V3806,*'P' 1 STEEL 2 1/4" MAX. BUILDING STRUCTURE DENOTES PREACTION SYSTEM RESTRAINING I. SRIFICEL SPRINKLER HEAD; 718 1/2" STRAPFINISHED CEILING-� NEW OR EXISTING FIRE ORIFICE VICTAULIC MODEL V2718 'C CLAMP \ RATED PARTITION, CONSTRUCTION VARIES, VERIFY IN FIELD O NEW UPRIGHT SPRINKLER HEAD, 155 DEG F. IROD SIZE AS REQUIRED) 1/2" ORIFICE, VICTAULIC MODEL V2703. SLEEVE FINISH MATCHES ESCUTCHEON PLATE ® MANUAL SPRINKLER RELEASE z a \ �ESUTCHEON PIPE SLEEVE SHALL BE TWO FLOW SWITCH SIZES LARGER THAN PIPE PIPE `� M ❑T VALVE TAMPER SWITCH � ® f RISER MANIFOLD - VICTAULIC MODEL /�747 N *CLEVIB HANGER \ FIRE LOCK ALARM CHECK VALVE- VICTAULIC MODEL #751 _ PIPE U.L. LISTED FIRE STOPPING _ MATERIAL WITH EQUIVALENI�3 �,* CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1 ". GENERAL RATING TO PARTITION PURPOSE HANGERS MAY BE USED ON PIPING 1 " OR SMALLER PENETRATED PER SPECIFICATION NEW OR EXISTING FIRE SPRINKLER NOTES: �1 TYPICAL PIPE HANGER DETAIL C2� DRY PENDENT SPRINKLER HEAD RATED PARTITION, NOT TO SCALE NOT TO SCALE Fy`�0- �y CONSTRUCTION VARIES 1 THE INSTALLATION COMPONENTS, SIZING, SPACING, MATERIALS Iltl kNl LOCATION CLEARANCES, POSITION AND TYPE OF SYSTEM BUILDING STRUCTURE SHALL 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. FIRE STOPPING 3. INSPECTION AND TESTS OF SPRINKLER SYSTEM SHALL BE 1 _ 1. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ENSURING THAT EXISTING AND NEW CONDUCTED AS SPECIFIED IN NFPA CODE. PENETRATING ARE PROPERLY FIRE STOPPED WITH THE FOLLOWING: 4. WATER SUPPLY TEST PIPES AND GAUGES SHALL BE PROVIDED AS SPECIFIED IN NFPA 13. A. THE FIRE STOPPING SYSTEM AND COMPONENTS SHALL BE AS MANUFACTURED BY S. PIPING SPECIFICATIONS, PIPE SCHEDULES, SYSTEM TEST -- i" GLOBE VALVE PIPES, PROTECTION AGAINST CORROSION, DAMAGE 3M NO SUBSTITUTIONS SHALL BE PERMITTED. FITTINGS, VALVES, HANGERS, SPRINKLERS, GUARDS AND / B. METAL PIPES OR CONDUIT THROUGH BLOCK WALL USE UL SYSTEM N0. SHIELDS SHALL BE IN ACCORDANCE WITH NFPA 13 LATEST EDITION. 6. STOCK OF EXTRA SPRINKLERS WILL BE FURNISHED AS PER CAJ1044 AND 3M PRODUCT CP25 WB & CAULK. CHAPTER 3 OF NFPA 13 (REQUIRED FOR EACH TEMPERATURE RATING). 7. SPRINKLER ALARMS WILL BE IN ACCORDANCE WITH NFPA 13. C. METAL PIPES OR CONDUIT THROUGH GYPSUM WALLS USE UL SYSTEM NO. WE 8. SPACING, LOCATION AND POSITION OF SPRINKLERS SHALL 1001 AND 3M PRODUCT CP 25 WE & CAULK BE IN ACCORDANCE WITH NFPA 13. 9. ALL BLIND SPACES EXCEEDING 6 INCHES IN WIDTH OR 45' ELBOW DEPTH WHICH CONTAIN COMBUSTIBLE MATERIAL SHALL BE SPRINKLERED. 4 PIPE PENETRATION AT RATED PARTITION 10. ALL PIPING PASSING THROUGH WALLS SHALL COMPLY WITH BUSHING W/ 1/2 " SMOOTH NOT TO SCALE NFPA FOR FIRE PROOFING. 11 . DISTANCE OF SPRINKLERS FROM HEAT SOURCES SHALL BE BORE CORROSION RESISTANT OUTLET IN ACCORDANCE WITH NFPA 13. 12. PROVIDE SCWA A WATER SUPPLY LETTER WITH FLOW TEST DATA. 13. ALL PIPES PASSING THROUGH FOUNDATION WALLS TO BE FINISH FLOOR PROTECTED. 14. ALL VALVES SHALL BE IDENTIFIED AS REQUIRED 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 INSPECTORS TEST CONNECTION DETAIL PIPE AS PER NFPA 13.17, ALL VALVES ON CONNECTIONS TO WATER SUPPLIES AND IN NOT TO SCALE 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 13. 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. 23. CLEARANCES BETWEEN SPRINKLERS AND STORAGE OR PARTITIONS AS PER NFPA 13. 24. SPACING AND LOCATION OF SPRINKLER SHALL COMPLY WITH NFPA 13. 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. 9 29. PROVIDE WATER SHIELDS OVER ALL / SURFACE MOUNTED ELECTRIC PANELS AND EQUIPMENT IN ELECTRICAL ROOMS PER NFPA & LOCAL 8 FIRE MARSHALL REQUIREMENTS. OCT LEGEND 1 DRAIN RISER 30. PROVIDE SHOP DRAWINGS FOR REVIEW TO LOCAL FIRE MARSHALL, 7 WITH HYDRAULIC CALCULATIONS TO 3 VIC MECHANICAL TEE STYLE 920N RISEF INSURANCE UNDERWRITER AND ENGINEER FOR APPROVAL PRIOR TO 6 / �IN I� IRO R ` R I I INSTALLATION, 5 5 VIC SERIES 771H OS&Y GATE VALVE GRV X GRV WIVE �,ul\ITI\VL \ JAI \ VALVE ASSEMBLY 31 . ALL EQUIPMENT APPROVED/LISTED FOR FIRE PROTECTION SERVICE. 4 6/01/2010 ISSUED TOBLDG. DEPT. JLA 6 NOT USED 32. ALL REQUIRED SIGNS MUST BE PROVIDED. 7 VIC FIRELOCF ZONE CONTROL RISER MODULE SERIES 747M WITH ISOLATION VALVE 33. THE CONTRACTOR'S MATERIAL AND TEST CERTIFICATES FOR ABOVE 3 1114/2010 ISSUED TO OWNER JLA _8 VIC FIRCLOCI< 90 DEG ELBOW No C01 GROUND AND UNDERGROUND PIPE SHALL BE SUBMITTED TO THE 2 1/23/20091 ISSUED TO OWNER PTB 9 VIC FIRELOCK EZ RIGID COUPLING STYLE 009 (OR) RIGID COUPLING STYLE 005 FIRE MARSHALL PRIOR TO APPROAL OF THE INSTALALATION. 34. UNDERGROUND PIPING INCLUDING WHERE IT ENTERS THE BUILDING 1 5H612008 ISSUED TO BLDG. DEPT. PTB 1 S RID FM SYSTEM WILL BE SUPPORTED AS SPECIFIED NY NFPA-24 PERTAINING TO 1 ILL LISTED CM APPROVED FLOW SWITCH (SYSTEM SENSOR MODEL WFD ROUSING, CLAMPING AND THRUST BLOCKING OF THE PIPE. REV DATE DESCRIPTION BY PRESSURE caucF 1 ) ` ` � JAMES, CABALA & 13 ISOLATION VALVE FOR GAUGE 5 X I4 NOT CLAD ASSOCIATES, LLP 15 SHUT OFF VALVE (OFFSET HANDLE FOR ACCESS ON BOTH SIDES) 16 SITE CLASS VISIBLE FROM BOTH SIDES 17 TEST AND DRAIN VALVE HANDLE ON BOTH SIDES 18 GROOVED DRAIN CONNECTION MEP ENGINEERS SEE VICTAULIC SUBMITTAL NUMBER 1096 L 9 GENERAL NOTES: 11 OVAL 1RIVE, 7UIITE 129 ISLANDIA_ 49 1. THE SPRINKLER SYSTEM AND ALL DEVICES RELATED TO TELEPHONE: 631.592.2660 THE SPRINKLER SYSTEM HAVE BEEN SHOWN IN THESE FACSIMILE: 631.232.1536 ,JOB # OBAE-00014 11 ) MAYWINGS OBTAIN FOR DESCRIPTIVE BIDS.PURPOSES, ARESONOTTHAT CLIENT SPRINKLER DESIGN DRAWINGS. DESIGN DRAWINGS WITH HYDRAULIC EHASZ GIACALONE o - -lill ' CALCULATIONS SHALL BE SUBMITTED TO THE BUILDING I4 DEPARTMENT BY A LICENSED SPRINKLER DESIGNER AND ARCHITECTS, P.C. CONTRACTOR. THE SPRINKLER CONTRACTOR SHALL BE ( ) _ �- ® - �; LICENSED IN THE STATE OF NEW YORK AND THE LOCAL 431 CONKLIN STREET MUNICIPALITY. FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 L) 7 ) INSTRUMENT OREANSERVICE �. I AND ARE THE PROPERTY ❑❑❑ ❑o❑ ❑ J= INFRINGEMENTS WILL BE PROSECUTED o❑❑0 0- I�um eP.��o��o�: �� waola I PROJECT SANTORINI BEACH MINIMUM CEILING HOLE RESORT SIZE: 2-1/8" DIA. 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 V' N MINI SIZE; CEILING 'HDIA. MAXIMUM CEILING HOLE ( O $� - ro¢owter ) SIZE: 2-1/2" DIA. MAXIMUM CEILING HOLE (� L�� FM SIZE: 2-1/2" DIA. 3-1/4" To aa" DRAWING (n) (ie) 15 ) � APPBoveo SPRINKLER MAIN FI �E P�OTECTION LECzEND NOTEES PL ,4N RREL00V/ ZONE CONTROL RISER MODULE CONSTRUCTION PIPING DATE DRAWN BY CAN BE MOUNTED IN THE HORIZONTAL OR VERTICAL UPELOW POSITION �CtauliC SERVICES DIVISION SCALE AS-NOTED CHECKED BY ZONE CONTROL RISER VALVE ASSEMBLY MIN. 1 " FINISHED CEILING MIN 1 " FINISHED o SYSTEM. SERIES 747M, & SERIES 771 CEILING PROJECT oTl2g.ol SHEET OF 2 MAX. 1-5/8" MAX. 1 -5/B" 03-1/1s" 3-1/16'° DRAWING NO. pF NEB E 05 s- Cos O 6 DRY PENDENT RECESSED SPRINKLER HEAD ¢ FP- 01 NOT TO SCALEo ti S`OO 'Yo 586°'� E`er pgOFESS1 0N�` PRODUCT LEGEND 1 SERIES 751 FIRCLOCA AA M CHECI( VALVE SF.E SUBMITTAL 3p.01 2 FIRELUCA RIGID CCH NNGS 005 Dp9 p09H E J _� 1]) 3 WATER SUPPLY MAIN CONTROL VALVE OPTIONALI 4 GAUGE VALVE 5 WATER SUPPLY PRCSSU RE GAUGE 0-300 PSI 6 SWING ChIECN VALVE 7 RESTRICTED ORIFICE/ALARM LINE DRAIN 6 REDUCING BUSHING OPEN 9 ALLARMREDUC PR SSUPUSREG SPRINKLER 10 ALARM PRESSURC SWITCH 1l ALARM LINE BALL VALVE LOCKABLE - NORMALLY OPEN//\\ 18 12 SERIES 750 WPLAI MOIDR AURM WITH STRAINER (OPiIONAI. 13 SERIES 752 RETARD CHAM6ER OPTIONAL 15 SYSTEM MAIN DRAIPI VALVE 15 SYSTEM TEST VALVE � ® I �� FRCP 16 SYSTEM PREssuRL caucE D-300 Psl (BY OTHERS) 17 FlRaocR Tse poz TO SPRINKLER SYSTEM 18 UPRIGHT BP RIME - ANLIC THY MO01 V27 OPEN /� 1e FIRE ALARM cGNTRGL PANa Br GrHERs 9V / 10 �o tg TROUBLE YN A SUPERVISORY BELL SYSTEM SENSOR SSM24-6, 24VDC, POUNIZEO o z1 6 TRGueLS eeu srsTLM sFNSGR ssz4-6, z4voc, PGLaRRSp B 2 16 a & ALARM 2z MORN STROHE WATLNrtOw SYSTEM SENSOR P2R (RE , 24v6c, PGLANRED _ 0 Boa ANNUNCIATORS 0 o //yy (( �^ ' W) , (15 V ' ✓ o (�AIR COMPRESSOR , 120 VAC0WALL OR RISER ssE wcrauuc PUBLICATION 1➢ EIFore IETAILS OF APPROVALS 13 MOUNTED n uL �/ \ 115v, 1 PH, 60HZ ® r� H � E 11 6 26 0 VICTAULIC FRONT VIEW lB 0 SERIES 769 FIRELOCK NXT PREACTION SYSTEM CHECK VALVE 4 / ( 22 PRE-ACTION ALARM VALVE -- d L -U ,6 - a`R �l OS&Y VALVE WITH SUPERVISORY SWITCH (� ( ) ( ,c / iA' ( 31 FIRE SUPPLY MAIN - 4' NOTES R �\ �� ' SPRINKLER RISER v ' --- b''Tw-a- ,5i 2" MAIN DRAIN VALVE TO EXTERIOR 7 . AIR MAINTENANCE DEVICE AND LOW AIR PRESSURE 6) AIR SUPPLY LINE SWITCH MUST BE PROVIDED ON ALL DRY PIPE SYSTEMS COMPRESSED AIR SUPPLY REQUIRING SAME. _ 7) ALARM LINE 2` -8; ALARM TEST 2. ALL SYSTEM PIPING MUST PITCH BACK TO DRY PIPE VALVE FROM SOURCE � . ASSEMBLY, OR DRAIN PIPING MUST BE PROVIDED (BY THE O �u ( 9) PRIMING FILL CUP SPKRINKLER CONTRACTOR) TO INDIVIDUAL DRY SYSTEM A I - AUXILIARY DRAINS AS PER NFPA #13 REQUIREMENTS. p 110E DRIP CUP �i 3. PRE-ACTION VALVE ASSEMBLY PIPING AND TRIM PIPING MUST PLAN VIEW 3L 1� ELECTRIC CIRCUITRY TO ALARM PANEL BY ELECTRICAL CONTRACTOR BE COMPLETE WITH ALL PIPING, VALVES, FITTINGS, ETC. AS o C US U� REQUIREMENTS. '12> AIR COMPRESSOR, WALL MOUNTED 1 4 HE PER MANUFACTURERS REQUIREMENTS AND NFPA #13 CODE c SERIES 751 FRGLOCK ALARM CHECK VALVE STATION LISTED � 1 NOMINAL SIZE DIAMETEIAMETE, ACCELERATOR AND AIR COMPRESSOR GAUGE -WITHOUT WITH R A' B C D E F G H J TRIM LBS TRIM LBS. 1� LOW PRESSURE ALARM LEFT SIDE VIEW 1 112 1 900 9,00 1850 21 00 12 50 10.00 11.00 9 00 SRO 5 00 14.2 31.0 2 2.375 9.00 185C 2100 12.50 1RED 1100 900 500 500 14.6 310 �15 LOW PRESSURE TROUBLE INDICATOR 2 1/2 2B75 12,61 22,50 23.50 13.50 11.25 12.00 9,OD 5,00 5.00 344 59.0 76,1 mm 3000 12.61 2250 2350 1350 1125 1200 90U 500 500 344 520 3 H 500 5 61 22 5D 23 50 13.50 11 25 12.00 9.00 5.00 5 00 353 520 4 4,500 ,0315 23 50 29.00 14.00 13.50 15 DO 10 00 5 80 5 BO 49.0 80 0 6 6625 1600 2400 3011 1728 14.75 HAUL 1000 588 602 690 910 �CtBLJ,�� I,,I mm 6.500 7600 �4.00 3011 1728 1425 16.00 10,00 588 6,D2 fi90 95.0 ' OPTIONAL MEASUREMENTS DENOTED WITH AN ASTERISM iAl(C 8 B.6 55 1750 2600 30.00 18.00 15.25 1600 1000 16DO ID 00 142 182 SYsTFM. SERIES 751 ALARM CHECK VALVE STATIONS OPTIONAL EOUIPMCNT INTO ACCOUNT j j ------------------------- III IIF------t---- -----t------------------- t ----------------- �-------�------------I�' I I III I I II I I I I II' I I I III III j - - --� 4 ELEC. n 1" OOM 0 j IOi 9 1 1" 1" 1" 8 0 1" 7 6 - OI ET 41 5 C= _ E 13' 9 1 12D10 ISSUED TO BLDG. DEPT. JLA T ET 3_ 1/1420 0 ISSUED G t e EAK' D / 2 1123/2009 ISSUED TO OWNER JLA ' t•' - R � _ TO OWNER PTB 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB - __ -- - - t" ET - o in:: /./ REV DATE DESCRIPTION BY �_ - ti " -6 '" / %/ JAMES CABALA & ASSOCIATES, LLP 2-1 � i I 4 MEP ENGINEERS I - 1- /2 to -tz 4 22 2" 1" 11 OVAL DRIVE , SUITE 129 1 - ISLANDIA, NY 11749 D ' 0 1 4" / TELEPHONE: 631.592.2660 VALVE R FACSIMILE: 631.232.1536 / \ _ ^ / JOB /J OBAE-00014 / i r \'\ i/ EHASZ GIACALONE I I I - - - -- - " DATA ARCHITECTS, P.C. o / - - - --- - ----- -7- -- ooM 431 CON LIN THE E YORK 11735 �• 4 RIS _ \ UP a \'\ / % \ TEL:(516)420-8383 FAX:(516)420-0195 - - -- - - \ ` .\ \' THESE PLANS ARE AN INSTR UMENT OF SERVICE AND ARE THE PROPERTY / / \ / i OF THE ARCHITECT o°o°o 00 °oo \ ( c \ \ \ INFRINGEMENTS WILL BE / = / 2vvA LFIRELI PROJECT p 9 A PROSECUTED ",. / \ // , A / /- A.A / WITCH, ELECTRIC L A, / \ ".� \ 1• ` / �l \ ' / O \\ / ETC. FOR A FULLY FUNCTIO L SANTORINI BEACH PRE-ACTION FIRE SPRINKLER SYST E RSORT / V ° i / n STORA 3800 DUCK POND ROAD 4" UNDERGROUND / ,/\ 112 \\ /L / < CUTCHOGUE, NEW YORK 11935 THIS AREA IS 6F �H ( J BY PC / / '\ PROTECTED BY �--� i / \\ I� O / �\ x ELECTRIC BELL/ \ / EXTERIOR SEPARATE PRE ACTION SYSTEM / w \ ''•./ DRAWING '\ / \, \, AULIC I16 '� \ / / \ / ASSEMBLY W/TFLOW \ / / �J� �L Oi^- I�OTI�. \ / FIRE LOCK 751 r SWITCH, ELECTRIC BELL, °\ \ \ \ O,/ ETC. FOR A FULLY FUNCTIONAL (5) WET FIRE SPRINKLER SYSTEM ,('� /. DATE DRAWN BY r SCALE A5-NOTED CHECKED BY PROJECT 0112801 SHEET OF DRAWING NO. OF Nf/� E � Ee S OUP O D �11 FIRST FLOOR FIRE SPRINKLER PLAN 2 FIRST FLOOR PARTIAL FIRE SPRINKLER PLAN m : 1l W FP- 02 , y = VA�Fo A/o. 58690 �?v o p*opess10NP`' I I I I ! I I i i I II I II I i I i i I II - ----- - - - - —.—_—_ _ _ _ I j 2„ 2" ABOVE 2ND FLOOR 8 III I CEILING (HIGH) ) 6 2" 2„ — 5 -o - s fi 4 6101/2010 ISSUED TO BLDG. DEPT. JLA 0 0 , 3 111412010 ISSUED TO OWNER JLA • I D.. I 2 112312009 ISSUED TO OWNER PTB o 1 15/16/20081 ISSUED TO BLDG. DEPT. PTB ' — I L« ,° 1« _ REV DATE DESCRIPTION BY « 1 —0 0 o / _--- _ •- __ _._�_ - _ - _ T^- - Z o -- 1 '- 1 ' _ 1 1 RISC W�/FL�OOR CONTROL �ANIES, CABALA LQL 51'klM -1JJ 2" DRAIN ASSOCIATES, LLP - 2" / MEP ENGINEERS ♦ 2 0 — / _0 1« 1 11 OVAL DRIVE, SUITE 129 631.592.2660 o ° \ FACSIMILE: 631.232.1536 JOB /J 08AE-00014 1 1/4" • I'I j - s ) / EHASZ GIACALONE ° o ARCHITECTS, P.C. O 1 /1 431 CONKLIN STREET \ / 1 a 0 0 i o FARMINGDALE, NEW YORK 11735 11 « TEL:(516)420-8383 FAX:(516)420-0195 1-1 4 \ --- - --- / — �: --- -- — - ------ I— - - 1 % THESE PLANS ARE AN - — - - - - - - - -- - — — — \\, INSTRUMENT OF SERVICE �� AND ARE THE PROPERTY Er .., /4„ /' A OF THE ARCHITECT rr❑.. oo ❑❑ / / \\ INFRINGEMENTS WILL BE L� RISER TO 3RD FL / �/ Q- ,\ PROSECUTED PROJECT e �X ;i �' A\_ / (�' SANTORINI BEACH / RESORT 3800 nucx roz.I) Roam CUTCHOGUE, NEW YORK 11935 u/ �/ / A \ \\ DRAWING PLAN /,' \ \ z \ \'\ /•/ DATE DRAWN BY / \ \'\ \•�,/ SCALE As-NOTED CHECKED BY PROJECT oil2e.ol SHEET OF F NE DRAWING NO. / \ E c�"Es s. G O 1 SECOND FLOOR FIRE SPRINKLER PLAN w d 58FP 03 69� yid �FE551°N A ) e ) F ) I I I I I I I I I I I I II II I I I I I I I I I 4 m -------- - - - f - --- - - - -4- - - - - - I - - - - - T - 8 I I I I m 9 8 Y 7 I I s / 5 4 6/0112010 ISSUED TO BLDG. DEPT. JLA 3 1/14/2010 ISSUED TO OWNER JLA 2 1/23/2009 ISSUED TO OWNER PTB 0 �—/ REV 5DATEB ISSUEDD TO BLDG.ESCRIPTION DEFT PTB BY Die EF-6 JAMES, LASALA & - — - - -- -- — — — — — — — / ASSOCIATES, LLP _ _ y / MEP ENGINEERS - — - L N ID 3 DI A, DRIVE, 117 917E 129 ISLA D TELEPHONE: 631.592.2 660 El r ® B \ / FACSIMILE: 631.232.1536 _ — i \ JOB 08AE 00014 NON- EHASZ GIACALONE I ' 8 AREA!(,`CES PRIM \ /" / ARCHITECTS, P.C. AR NOT SPRNKLERED 1" DN _/ MWIL / , / 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL (516)420-8383 FAX:(516)420- 0195 / THESE PLANS ARE AN � — \ — / INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT rro°o°o �°oor °oo INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINII BEACH R \ 3800 DUCK POND ROAD (J�1 CUTCHOGUE, NEW PORK 1 1935 bi DRAWING 1 a 0 DATE DRAWN BY SCALE AS-NOTED CHECKED BY = PROJECT 0112801 SHEET OF \ \ DRAWING NO. _ OF NFL E Q� E$ s GLS O o 1 THIRD FLOOR FIRE SPRINKLER PLAN co 7_ _ ,n Sin Np 5869� `�2vm FP -04 pgOFESSIONP � ROOF TOP UNIT SCHEDULE GENERAL NOTES AREA EXTERNAL TOTAL SENSIBLE NOMINAL MBH MBH VOLT LEGEND UNIT SERVED S.P./IN. CFM/H.P. MBH MBH TONS IN OUT FLA MOCP /PHASE MFG'R MODEL REMARKS NEW 1) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE ___________ NEW DUCTWORK: CONTRACTOR SHALL VERIFY RTU-1 1ST. FLOOR 1.0 3200/2 89.7 65.0 7.5 180 144 43.9 60 208/3 LENNOX LGA09OH4B-PKGE/7.5TON PROVIDE ECONOMIZER W/ENTHALPY WITH ALL NATIONAL, NEW YORK STATE CODES AND REGULATIONS. THE CONTRACTOR SHALL ___________ ALL CONDITIONS IN FIELD. DUCTWORK SHOWN RTU-2 MULTI-PURPOSE ROOM 1.0 4750/5 147.3 98.7 12.5 240 192 69.9 90 208/3 LENNOX LGC15OS4B-PKGE/12.5TON CONTROL, POWER EXHAUST, TWO STAGE BE RESPONSIBLE TO ENSURE THAT ALL HVAC WORK IS PROVIDED AND INSTALLED IN STRICT WITH DASHED INNER LINE IS TO BE INTERNALLY MODULATING GAS VALVE. ACCORDANCE WITH SEISMIC REQUIREMENTS. LINED. SIZES SHOWN ARE CLEAR INTERNAL RTU-3 2ND. FL. & 3RD. 1.0 5400/5 147.9 108.9 12.5 240 192 69.9 90 208/3 LENNOX LGC150S4B-PKGE/12.5TON DIMENSIONS. CURVED SINGLE LINE IS FLEXIBLE FL. CORRIDOR 2) REFER TO WRITTEN SPECIFICATIONS FOR THE FULL PROJECT SCOPE. CONNECTION. 3) DO NOT SCALE FROM THESE DRAWINGS. NOTE: INSTALL FIRE ALARM COMPATIBLE SMOKE DETECTORS IN ALL RTU RETURN AIR DUCTWORK ® NEW SUPPLY REGISTERS AS SHOWN ON 4) THE EXACT MOUNTING HEIGHTS AND LOCATIONS ALL HVAC EQUIPMENT SHALL BE FIELD VERIFIED AND COORDINATED WITH ALL OTHER MECHANICAL, ELECTRICAL, SCHEDULE. SPLIT SYSTEM AIR CONDITIONING UNIT SCHEDULE ARCHITECTURAL AND STRUCTURAL SYSTEMS. AIR HANDLER 5) THE FINISH AND COLOR OF THE AIR DEVICES, AND ALL OTHER EXPOSED HVAC ® NEW RETURN REGISTER AS SHOWN ON FAN COOLING ELECTRICAL DATA EQUIPMENT SHALL BE COORDINATED WITH THE ARCHITECT. SCHEDULE. . E.A.T. 6) VERIFY ALL EQUIPMENT VOLTAGES WITH THE ELECTRICAL CONTRACTOR PRIOR TO UNIT AREA DB/WB TOTAL SENSIBLE MAX ORDERING EQUIPMENT. NEW DUCT MOUNTED SUPPLY REGISTERS AS TAG SERVED LOCATION CFI E.S.P. HP (•F) MBH MBH VOLTS/0/HZ MCA F.R. AMPS MFG'R MODEL REMARKS 7) PROVIDE DISCONNECT SWITCHES FOR ALL HVAC EQUIPMENT INCLUDING WEATHERPROOF SR SHOWN ON SCHEDULE. 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 UNITS AS REQUIRED. HUMIDIFIER 8) PROVIDE PHASE LOSS PROTECTION FOR ALL POLY-PHASE MOTOR DEVICES. MOTORIZED DAMPER 9) THE FINAL LOCATION OF AIR DEVICES MUST BE COORDINATED WITH THE REFLECTED CEILING PLAN AND ALL OTHER MECHANICAL, ELECTRICAL, SPRINKLER, ARCHITECTURAL, AND VU- NEW VOLUME DAMPER AIR COOLED CONDENSER STRUCTURAL SYSTEMS. FD,AD NEW FIRE DAMPER & ACCESS DOOR TOTAL 10) DUCT WORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET STEEL IN STRICT CD CEILING DIFFUSER-SEE SUPPLY REGISTER UNIT UNIT HEAT E.A.T. flL.A.T. TOTAL MAX. CIR. COMPLIANCE WITH THE LATEST EDITION OF THE ASHRAE, NFPA, AND SMACNA GUIDE TAG SERVED LOCATION REJECTION (•F) CFM S.P. NO. FANS VOLTS/O/HZ FLA BKR. AMPS MFG'R MODEL REMARKS RECOMMENDATIONS. ALL DUCTS TO HAVE PITTSBURGH TYPE LOCK FOR LONGITUDINAL SEAMS CR CEILING RETURN-SEE RETURN REGISTER CU-1,2,3,4,5 AH-1,2,3,4,5 ROOF 180 MBH 94 - - 2 208/3/60 8.3 15 LIBERT CD205 PROVIDE LOW AMBIENT KIT AND DRIVE SLIP / "S" SLIP FOR TRANSVERSE JOINTS. "DUCT-MATE" JOINT SYSTEM IS CFM CUBIC FEET PER MINUTE - - ACCEPTABLE IN LIEU OF PRIOR SEAM SYSTEMS. SIZES AS SHOWN INDICATE INSIDE CLEAR HONEYWELL 7300 DIMENSIONS OF THE AIR PASSAGE. DUCT WORK SHALL E FULLY INSULATED AS PER T THERMOSTAT ( ) APPLICABLE CODES AND WRITTEN SPECIFICATIONS. QS SENSOR FOR PROGRAMMABLE THERMOSTAT 11) DUCT SIZES MUST BE VERIFIED FOR CLEARANCES AT THE JOB SITE PRIOR TO SPLIT SYSTEM AIR CONDITIONING SCHEDULE FABRICATION. DIMENSIONS MAY BE CHANGED TO ACCOMMODATE CONSTRUCTION AS LONG AS EFFECTIVE CROSS-SECTIONAL AREA IS MAINTAINED. DUCT TRANSITIONS SHALL BE AIR HANDLER AIR COOLED CONDENSING UNIT CONSTRUCTED WITH A SLOPE OF 1" TO 4". ALL DEVIATIONS FROM ORIGINAL CONTRACT UNIT AREA COOLING SOUND DRAWINGS SHALL BE REVIEWED BY ENGINEER TAG SERVED CAPACITY CFM PRESSURE POWER FLA UNIT UNIT POWER FLA DURING THE SHOP DRAWING PROCESS. BTU/H LEVEL (DBA) (VOLTS/O/HZ) (AMPS) MFG'R MODEL TAG SERVED LOCATION (VOLTS/0/HZ) (AMPS) MFG'R MODEL WEIGHT 12) PROVIDE ELBOWS OR TEES WITH TURNING VANES FOR ALL CHANGES OF DUCT 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 DIRECTION. PROVIDE SPUTTER DAMPERS WITH LOCKING QUADRANTS IN ALL TEES. 13) MANUALBALANCE NOTE: INSTALL ASP-MLS115 MINI LIME CONDENSATE PUMP FOR EACH AC UNITS INDIVIDUALIDE AIR DISTRIBUTIONNCING SYSTEM. IFERS THEALOCATTIIONEOFTTHEROPERLY BALANCING DAMPERAISHNOT SEQUENCE OF OPERATIONS DEFINED ON THE DRAWINGS, THE FOLLOWING MINIMUMS STANDARDS SHALL GOVERN. ALL SUPPLY, RETURN, AND EXHAUST MAIN BRANCHES FROM TRUNKS, EACH SPLIT AND ALL GENERAL: SUB-BRANCHES FROM MAIN S SHALL INCORPORATE BALANCING DAMPERS. FAN SCHEDULE FURNISH AND INSTALL A COMPLETE BUILDING MANAGEMENT SYSTEM AS 14) PROVIDE FLEXIBLE CONNECTORS AT ALL DUCT CONNECTIONS TO VIBRATING EQUIPMENT. MANUFACTURED BY RGBS ENTERPRISES INC. (718) 966-9292 OR APPROVED EQUAL. AREA EXTERNAL VOLT THESE CONNECTORS SHALL BE INSTALLED IN CLOSE PROXIMITY TO SUCH EQUIPMENT. UNIT SERVED S.P./IN. CFM RPM BHP FLA /PHASE MFG'R MODEL REMARKS ROOFTOP UNITS: EF-1 J.C. STORAGE 0.75 75 1612 1/4 5.8 115/1 GREENHECK BSQ-70-4 FURNISH WITH GRAVITY DAMPERS FACTORY 15) PROVIDE FIRE DAMPERS WITH RATED ACCESS DOORS AT ALL DUCT PENETRATIONS DISCONNECT. THROUGH FIRE RATED WALLS, SMOKE AND FIRE STOPPING, SHAFT, FLOORS, RATED CEILINGS EF-2 REST ROOM 0.75 ISO 1623 1/4 5.8 115/1 GREENHECK BSQ-70-4 AND PARTITIONS AS REQUIRED TO MAINTAIN ARCHITECTURAL FIRE RATINGS. REFER TO THE RTU-1,2,3 TO OPERATE OFF PROGRAMMABLE THERMOSTAT WITH A REMOTE EF-3 ELEC. ROOM 0.5 220 1219 1/4 5.8 115/1 GREENHECK BSQ-80-4 ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LOCATIONS AND FIRE RATING SENSORS. RTU SHALL BE AUTOMATICALLY CONTROLLED BY MEANS OF A HONEYWELL REQUIREMENTS. 7300 PROGRAMMABLE THERMOSTAT. FINAL LOCATIONS OF SENSORS AND T-STATS EF-4 J.C. STORAGE 0.5 75 1216 1/4 5.8 115/1 GREENHECK BSO-70-4 TO BE COORDINATED IN FIELD. UNITS TO BE A GAS FIRED. THE UNIT WILL HAVE A 16) ALL ACCESS DOORS REQUIRED IN GENERAL CONSTRUCTION ARE TO BE PROVIDED AND MODULATING GAS VALVE. WHEN THE UNIT IS IN "COOL" MODE THE COMPRESSORS EF-5 REST ROOM 0.75 600 1644 1/4 5.8 115/1 GREENHECK BSQ-90-4 INSTALLED BY THE GENERAL CONTRACTOR. IT IS THE RESPONSIBILITY OF THE HVAC WILL CYCLE TO MEET ROOM SET POINT OF 75•F. WHEN HEAT IS REQUIRED THE EF-6 REST ROOM 0.5 150 1394 1/4 5.8 115/1 GREENHECK BSQ-70-4 CONTRACTOR TO IDENTIFY SIZE, TYPE AND LOCATION OF SUCH DOORS FOR PROPER ACCESS GAS VALVE IN THE RTU WILL MODULATE TO MEET ROOM HEATING SET POINT OF TO ALL CONCEALED HVAC EQUIPMENT, VALVES AND OTHER RELATED EQUIPMENT. THE HVAC 727. ENTHALPY CONTROL WILL ENABLE ECONOMIZER MODE FOR FREE COOLING. CONTRACTOR SHALL IDENTIFY THESE REQUIREMENTS ON A COORDINATED SHOP DRAWING DURING NORMAL OPERATION O.A. DAMPER WILL BE SET TO 20% AND RETURN AIR PRIOR TO SYSTEM FABRICATION AND INSTALLATION. DAMPER SET AT 80%. 17) ALL WALL AND ROOF OPENINGS 12" X 12" OR LARGER ARE TO BE EQUIPPED WITH UNITS MUST BE PROGRAMMED FOR MORNING WARM UP A MINIMUM OF 1 HOUR ELECTRIC HEATER SCHEDULE BURGLAR BARS USING 5/8" DIAMETER RODS RUNNING 12" ON CENTER IN BOTH DIRECTIONS PRIOR TO OCCUPIED MODE. AND WELDED AT ALL INTERSECTING POINTS. SECURE THE PERIMETER FRAME ASSEMBLY TO VOLTAGE THE WALL OR ROOF FRAMED OPENING. DURING ECONOMIZER OPERATION ENTHALPY CONTROL FOR TAG HEATER KW MAX MAX MFGR MODEL THERMOSTAT RTU'S TO HAVE O.A. DAMPERS MODULATE FROM 20%-100%. THE FACTORY TYPE VOLTS PHASE BTU'S AMPS 18) ALL CEILING MOUNTED EQUIPMENT MUST BE SUPPORTED DIRECTLY FROM BUILDING INSTALLED COMPARATIVE ENTHALPY KIT SHALL PROVIDE INPUTS FOR ECONOMIZER STRUCTURE WITH COMBINATION SPRING AND NEOPRENE-IN-SHEAR HANGERS AND ROD. CONTROL BASED UPON COMPARISON OF THE ENTHALPIES OF THE RETURN AND EWH-1,2 ELECTRIC 2.25 208 1 10240 10.8 MARKEL HF3315TRPW SEE NOTE 1 PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE LOAD. OUTDOOR AIR STREAMS. 19) SYSTEM BALANCING SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL DURING OCCUPIED MODE THE COOLING AND THE HEATING SET POINT WILL BE 75•F. APPLICABLE CODES, REGULATIONS, PLANS AND WRITTEN SPECIFICATIONS. DURING UNOCCUPIED MODE THE COOLING SET POINT WILL BE 807 AND THE HEATING SET POINT WILL BE 65•F. ENTHALPY CONTROL WILL ENABLE ECONOMIZER NOTES: 1. FURNISH WALL HEATER WITH WALL SLEEVE AND BUILT-IN T-STAY. 20) PROVIDE 12V SMOKE DETECTORS WITH AUXILIARY CONTACTS. UPON ACTIVATION THE MODE FOR FREE COOLING. SMOKE DETECTORS SHALL SHUT DOWN THE AIR DISTRIBUTION SYSTEMS AND ACTIVATE A RTU-1,2,3 O.A. DAMPER WILL BE SET TO MAINTAIN A MAXIMUM OF 700 PARTS PER VISIBLE AND AUDIBLE SUPERVISOR SIGNAL AT A CONSTANTLY ATTENDED LOCATION VIA DIFFUSER/GRILLE SCHEDULE SPRINKLER/FIRE ALARM PANEL. MILLION (PPM) OF CARBON DIOXIDE, WHEN THE CO2 SENSOR READS A VALUE OF 700 PPM OR MORE O.A. DAMPER WILL OPEN. ROUND NECK 21) ALL DUCT MAINS FROM UNIT TO SHAFT TO BE INTERNALLY LINED. ALL REMAINING DURING UNOCCUPIED MODE THE COOLING SET POINT WILL BE 85•F AND THE TAG MANUFACTURER MODEL SIZE DESCRIPTION BRANCH DUCTWORK AND SHAFTS TO BE FOIL WRAP INSULATION. HEATING SET POINT WILL BE 60•F. ENTHALPY CONTROL WILL ENABLE ECONOMIZER SIZE MAX. CFM 22) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL CONTROL WIRING FOR MODE FOR FREE COOLING. CEILING DIFFUSER, ROUND NECK, LOUVER FACE 6" 150 MECHANICAL SYSTEM. (MC) TO PROVIDE ALL MOTOR STARTERS, RELAYS CONTROL WIRING, CD-A TITUS TDCA 24x24 FRAME TYPE 3 FOR LAY IN T-BAR CEILING. TIMECLOCKS THERMOSTATS, TEMPERATURE SENSORS AS REQUIRED FOR A COMPLETE RTU SHALL BE AUTOMATICALLY STARTED/STOPPED BY MEANS OF A HONEYWELL 9 8" 300 OPERATING SYSTEM. COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR STARTER PROGRAMMABLE THERMOSTAT. 8 10" 490 LOCATIONS THAT WILL BE POWERED BY (EC). ALL CONTROL WIRE CONDUIT TO BE THE UNIT FACTORY INSTALLED SMOKE DETECTOR IF ACTIVATED WILL SHUT DOWN CD-B TITUS TDCA 12x12 CEILING DIFFUSER, ROUND NECK, LOUVER FACE INSTALLED BY (EC) WITH DRAG LINES COORDINATE WITH (EC) FOR FINAL LOCATIONS. THE UNIT AND TRANSMIT A SIGNAL TO THE BUILDING FIRE ALARM. MC MUST 7 FRAME TYPE 1 FOR SURFACE MOUNTING. 12" 700 COORDINATE WITH FIRE ALARM CONTRACTOR. 6 CEILING DIFFUSER, ROUND NECK, LOUVER FACE SMOKE PRESSURIZATION FOR ATRIUM: 5 CD-C TITUS TDCA 12x12 FRAME TYPE 3 FOR LAY IN T-BAR CEILING. 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA UPON ACTIVATION OF SMOKE CONTROL SYSTEM BY FIRE DEPARTMENT, ALL FIRE 3 1/14/20101 ISSUED TO OWNER JLA SR-A TITUS 300FL 12x8 SIDEWALL SUPPLY REGISTER, WITH DOUBLE SMOKE DAMPERS (FSD) ARE TO CLOSE, MD-1 IS TO CLOSE, MD-2 IS TO OPEN DEFLECTION, HORIZONTAL FRONT BLADES. ALONG WITH FSD ON DUCT SERVING LOBBY, RTU-1 IS TO TURN ON AND GO INTO 2 1/23/20091 ISSUED TO OWNER PTB ECONOMIZER MODE TO PRESSURIZE ATRIUM. PRESSURE SENSOR LOCATION ON THIRD 1 5/16/20081 ISSUED TO BLDG. DEPT. PTB SIDEWALL SUPPLY REGISTER, WITH DOUBLE FLOOR SHALL TURN OFF RTU-1 WHEN PRESSURE RAISES ABOVE 0.1" & TURN ON SR-B TITUS 300FL 8x6 DEFLECTION, HORIZONTAL FRONT BLADES. THE UNIT WHEN THE PRESSURE DROPS BELOW 0.07". MCNYS 513.6. REV DATE I DESCRIPTION BY CEILING RETURN, BORDER TYPE 3 FOR LAY IN JAMES, LASALA & CR-A TITUS 350FL 24x24 T-BAR CEILING. 3/4" BLADE SPACING. WHITE ASSOCIATES, LLP FINISH, OR APPROVED EQUAL CEILING RETURN, BORDER TYPE 1 FOR SURFACE MEP ENGINEERS CR-B TITUS 350FL 1202 MOUNTING. 3/4" BLADE SPACING. WHITE FINISH, 11 OVAL DRIVE, SUITE 129 OR APPROVED EQUAL ISLANDIA, NY 11749 RR-A TITUS 350FL 24x20 SIDEWALL RETURN REGISTER, WITH DOUBLE TELEPHONE: 631.592.2660 DEFLECTION, HORIZONTAL FRONT BLADES. FACSIMILE: 631.232.1536 JOB # 08AE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET LOUVER SCHEDULE FARMINGDALE, NEW YORK 11735 AREA EXTERNAL WIDTH HEIGHT TEL:(516)420-8383 FAX:(516)420-0195 UNIT SERVED S.P./IN. CFM IN IN MFG'R MODEL REMARKS L-1 J.C. STORAGE EXHAUST 0.043 50 12 12 GREENHECK EDJ-430 FURNISH ALL LOUVERS WITH THESE PLANS ARE AN BIRO SCREENS. INSTRUMENT OF SERVICE L-2 REST ROOM EXHAUST 0.083 ISO 12 12 GREENHECK EDJ-430 AND ARE THE PROPERTY L-3 ELEC. ROOM EXHAUST 0.099 220 12 12 GREENHECK EDJ-430 OF THE ARCHITECT o°o� °�ooO °oo INFRINGEMENTS WILL BE L-4 J.C. STORAGE EXHAUST 0.078 75 12 12 GREENHECK EDJ-430 PROSECUTED L-5 REST ROOM EXHAUST 0.078 600 16 12 GREENHECK EDJ-430 PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD GRAVITY VENTILATOR SCHEDULE CUTCHOGUE, NEW YORK 11935 AREA EXTERNAL MODEL THROAT AREA THROAT VELOCITY UNIT SERVED S.P./IN. CFM SIZE SQ.FT. FT./MIN. MFG'R MODEL REMARKS DRAWING GV-1 3RD. FL. REST RM. 0.017 150 8 0.37 405.4 GREENHECK GRSR WITH ALUMINUM HOUSING, ALUMINUM CURB CAP W/PREPUNCHED MOUNTING HOLES. � � � � >--� oTa � DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT oilze.ol SHEET OF OF Nr DRAWING NO. m W -01 Zseo N� SB691 o p9OPE5510Nl� I I I I I I I I I II I I I II I I I - INSULATED (5) 5/8" LIQUID,, REFRIGERANT PIPING SUCTION24x 5/8"P LIQUID & FROM CU TO AH RTU-I FROM ' I TO CU SUCTION RTU-1 ON ROOF _ TO CU-1 _T - _ _ - _---_ _—_ -_ �_ r= AH-1 ____ -L' O _ L 50 Cr. - -- _—_—_ - I D I ro 180� F 180 ,C -J x Y F- Ox6 10 6 3 — _ 8 i I i AP - 56x4 vD R7 _ VD 6x4 UI! 1 76— _ 4 610112010 ISSUED TO BLDG. DEPT. JLA 10 6 �- - - x , 3 111412010 ISSUED TO OWNER JLA c 6x - � � 1`' � � 4 sxs 1ox8 2 1/2312009 ISSUED TO OWNER PTB VD VD 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB IN ULATED �Z - _ vD vD ! c -- - REV DATE DESCRIPTION BY - RE RI�ETF NT PIPTRG _ DIN 750' IC M 8x6 x6, _�IDL110k6F)-j�� CD- a CD-A / aFM D D- c - o M �a �F i JAMESf CABALA & LIO � N II i - i ' - --'1 8—SUCT x I - � ASSOCIATES, LLP P- § CR-A xT -�—_ - _-- _ - — _-- _-- ----- -- - --I - _ - - - _ - - �p/- MEP ENGINEERS a - + - - - vD =A' / EF-2�� -/ 11 OVAL DRIVE, SUITE 129 / ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 _ — 0 631.232.1536 _ - - FACSIMILE: _ _—_-- — - - -- - - - - -_ F I _ � JOB OBAE 00014 c 16 - - RCFM E HASZ GIACALONE s �5 - / � cFrl / �- / ARCHITECTS, P.C. s ' - - - - _� CFlM S � R U- / A- +b Cp_A/�- A`,� / vD N v i 431 CONKLIN STREET - � - — - D A FARMINGDALE NEW YORK 11735 /-\- f � F 10x6 0 6 6 CF \\\ � TEL: 516 420-8383 FAX: 616 420-0195 .vim v a - cR� 6+ /,.' /\ THESE PLANS ARE AN - - - - - - __- _ - - - ---- —_ -----I - / \ / \\ INSTRUMENT OF SERVICE AND ARE THE PROPERTYHo 000 / I F THE ARCHITECT °°° ❑❑ ❑❑ \ \• REMOTE FIRE� ALARM / � V % ' PROSECUTEDTS WILL BE �I�, -� •\ \ ANNUNCIATOR PANEL � vD •i / / EF-1 ' 'V- PROJECT ?A 100 CFgY / NOTE z 5 M / i \\ /" SANTORINI BEACH RESORT T \ /' �''• S+O V A 3800 DUCK POND ROAD CUTCHOOUE, TVEW PORK 11935 DRAWING , NOTE 3 —A CAM /,/ \ \,\ \ \•\ // DATE DRAWN BY SCALE AS-rloreD CHECKED BY PROJECT oil2e.ol SHEET OF DRAWING NO. \ pF NE/y / / \• Es s. cis O r F 1 HVAC FIRST FLOOR PLAN NO G W fi - 02 AOF, SIG C00F{um�,TE FINAL 7 Y Y LOCAXIFgN OF CU UNITS L WITH INAL SITE PLANS 24x16 FROM III RTU-1 ON R00 �i INSULATED REFRIGERANT do PI♦'.ING TO 1ST. F4. h1l I �� a c� ///� c �� UP FORM UNDERGROUND (TYP� -- r IN ��__=i 35L/8"N�SU II ON --i La�v=QU-CURB - SEE DETAIL • 'i 11 _0_ QFM_ ' a- FM -- I Vi C- O� VD VD 24 - - CDlA - 24 • 4x12 4x14 fix 2 z18 s lam " I • j CRrA F OLD „�- • - -R7 - - 8 28x1 _ ix 7 CR CR-A' T - �D7 /W S TOx c D— L-3 6x4 - - __ - __ _ - - FROM 6 Fkj �,a __ -- jj VD Z4� - - - 14D - BELOW 9 5 • soo- cFM - -'_ __ C - 4 6/01I2010 ISSUED TO BLDG. DEPT. JLA _ O T D Y 1-2 8 12 - M _ - == CIF FM ' CFM CIF SD _ __ - _ - V _ 1 _ _ - M - - cD A x vD vD 23 3 1/14/2010 ISSUED TO OWNER JLA t roxfi - Oki- 2 11/23/20091 ISSUED TO OWNER PTB x R UK-A - - _ - ET"R"P T - < R N a 24 RTu-3 - °� REV 5DATEB ISSUEDDESCRIPTIG.ON ON DEPT. PTB BY � - --- - I;- 24x18 12x6 FROM F oM ®q - - - - RTU-3 RT _3 I�x, / -diImo- -� Sx6 FR0�1 -- - ---------- - --=- - �� QIR .> - BELOW DAMES, CABALA —=�so a N_ - R- - ASSOCIATES, LLP _ L-2/ • CR- �� x x - x -- x _Q 75 CF MEP ENGINEERS VD F E =4 ._- i iiiiiiii, I " ilu �' i �' - I' I �-_ I 11 OVAL DRIVE, SUITE 129 - -- -- -- --- - ISLANDIA, NY 11749 ?-�---y- ;' - C-D -� TELEPHONE. 631.592.2660 i - _ VD 22 CD_1�. x r `,; d \\- FACSIMILE: 631.232.1536 JOB 08AE-00014 - - - - -- - - i � CD- � VD - - 9Q CD 7+. /� _ CF i i • o - - - - , 1J,Vjd 226 ' �-��1rt�"°�. x cFMi r" x EHASZ GIACALONE P h -n �5 / / ARCHITECTS, P.C. . /. A 225 431 CONKLIN STREET PM / • �{ - °sip � _,� --� ` vD za � � � +�o /.,. .V j FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 - - - - - - - - III - _ - - - v - - - - s-_ y'v _ _ _ _ _-_-_--- ----�, _ _ _ ------_ _ - - - _ - -------�_ _-_ - - -- - --� CID \,\ 300 CFM ` �, VDCR-A "�, / / \VA INSTRUMENT ARE F SERVICE ` \ 50 FM--=- - - / / AND AREOF THE o00 00 00 h, 17S.CFM ' / VA ioo oi� ❑i V % • `� . INFRINGEMENTS WILL BE FKoa PROSECUTED A 4yD' PROJECT (�� 2CR-0 CFM /�lfAA' /- SANTORINI BEACH CR_A �/ s / \\ / RESORT 3800 DUCK POND ROAD /,/ \ •\ \ / / \ %'\ /-/\ \\ CUTCHOOUE, NEW YORK 11935 6/ a \ V/ \,\ /,/ �.\ / / \y\ DRAWING \ / Zl DATE DRAWN BY SCALE As- or�� CHECKED BY o PROJECT 0112501 SHEET OF DRAWING NO. OF NFL •l� Es & cps L s 1 HVAC SECOND FLOOR PLAN s p — 0 3 �O NO SBfi9� �2v OFE95IONr II I I I I I I I I I I I I I I I I j I I I I I I 24x16 DN. 4 --- _ - -----_ -li-------i ---- ----- ---- - —_ - - ------- - _ --- - ----- _ _---- - ----L T 4 �EF -- _ RTU-3 RO IDIGH CURB TO 9 r CLE/yR FRESH INTAKE I�i �® j L__ __� I'I 9 L OF RTU-2 BY 0" RTU-2 RT -1 -- -- j 7 6 OF _ 4 6/D1/2010 ISSUED TO BLDG. DEPT. JLA 24x,18 3 111412010 ISSUED TO OWNER JLA C-1 CR-B CR-B 2 1123120091 ISSUED TO OWNER PTB j a N U 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB REV DATE DESCRIPTION BY m 24x1-I'N n _ EF-6 j 1J / JAMES, LASALA & U�- f 0-A _ THROUGH ROOF W/GRAVITY // ASSOCIATES, LLP VANTILATOR F , � F MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 �� D� T L TELEPHONE: : 11749 .59 TELEPHONE: 631.592.2660 J / FACSIMILE: 631.232.1536 � / E, JOB � 08AE-00014 \\ / /v 21 / \� \ / EHASZ GIACALONE ARCHITECTS, P.C. /' 431 CONKLIN STREET j - ----------- \\ FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 •PROVIDE PRESSURE / %;.' �\ THESE PLANS ARE R \ SENI To MAINTAIN AND ARE THE PROPERITCYE \ MI PRESSURE QF / � / A� I F THE ARCHITECT: ; D.o�.INCH WATER A\ INFRINGEMENTS WILL BE GAUGE \FOR SMOKE \ PROSECUTED / PURGE\SYSTEM. a \ � / \\ / PROJECT / v\v / SANTORJNI BEACH RESORT / \�• 3800 DUCK POND ROAD / �l (/,I�-.l / x•\ // '\ CUTCHOGUE, NEW YORK 11935 \•\ �/ j \•\ \ / \� r DRAWING \ \•\ \ / DATE DRAWN BY SCALE As-NOTED CHECKED BY - PROJECT 0112e0i SHEET OF ra /' \, \• f DRAWING NO. OF NEh �Q� � G�ss 09 1 HVAC THIRD FLOOR PLAN — ,ie o H - 04 59b AFC NO, 9� ,E?U o p��FEsstoN " CONDENSATE PUMP RAC2-8 LIEBERT AUX FLOAT SWITCH CONTROLLER / 4 ^z TERMINAL BLOCK IN AIR HANDLER (4 #18 IN o ••• UNIT 1 p RAC p Ifs REMOTE MONITORING SYSTEM 77 (-) 1>2' CONDUIT HARDWIRED IRH� 2 - 8 Ir 0"OCI I`G ��II�I VIIII : 78 (+)� o ... o UNIT 2 0 TO 120V POWER SOURCE 7 REMOTE SHUTDOWN TERMINALS 36q Zj�40 TB1 � / o •�• o p ADDITIONAL REMOTE SHUTDOWN 37B0 24V POWER liOz UNIT 3 O GENERAL• STATUS: TERMINALS 38Bm TB2 SUPPLY (PROVIDED ��'"„„ ••• o UNIT 4 p SECURITY WIRING NOTES: �z COMMON ALARM TERMINALS -75 BY ELECTRICIAN) E®:„ _ ADDITIONAL COMMON ALARM t704 IT ®e I F UNIT 5 p Auto sequence ON 7 DAYS NOTE 1 ' 1 . PULL WIRES TO AND TERMINATE ON TERMINAL STRIP gWw°, z TERMINALS z10 a•dw., a o -o I Temperature Slaging OFF (2 #18 IN IN INTERFACE BOX (PROVIDED AND INSTALLED BY k®°•"_ ••• UNIT 6 FIELD END SWITCH gg ENDSWITCH ON AUTOMATIC DAMPER 1)2' CONDUIT o 0 o k®a,,,°. : 4 -�z Power Failure Mode ON (Set Jumper to "ON" for all units) ELECTRICAL CONTRACTOR). BOX LOCATION IS DAMPER MOTOR CONTROL -_88 o 0 o i =u" o ••• o UNIT 7 87 m INDICATED ON PLANS. SEE DRAWING "SECURITY noo kIc ----- 1 DAMPER MOTOR o0o ®�•°= ---- -z SHUTDOWN ALARM HOLD RESTART CONDENSATE PUMP 51 ( ) 2) 18 IN DETAILS" FOR SPECIFIC TERMINAL POINTS 000 5®I- e o ••• UNIT 8 UNIT ZONE STATUS ON ALARM DELAY DELAY DELAY 4 �/18 IN (/ RED _ 94 e 1 2 CONDUIT 1 2' CONDUIT LABELED AS AIR HANDLER FAILURE - AH X.. o 0 0 `mow„°= __ HIGH FLOAT ALARM RED G®a _ (minutes) (minutes) (minutes) zg m (2 �/78 IN ORANGE o 0 0 ®y„„, TB1 1 2' CONDUIT BLUE o 0 o liwk , CONTRACTOR INVERT TRAPS ON DISCHARGE AND 24 1.0 KW CNTRL XFORMER 2. WIRE LIQUITECT ALARM POINTS IN SERIES INCLUDE o0o CONDENSING UNIT RETURN LINES TO EXTEND ABOVE LIQUITECT ALARM INPUT st DETECTOR ( ® MUST RELOCATE AH-1 1 RUN Y 10 10 0.1 BY ELECT CONT. LOCATED o00 ® ® 6 BASE OF COIL BY A MIN. OF 7.5" 1ST ALARM RELAY CONTACT L97 e m NOTE 2" AT ATS MODULE POINTS IN DRIP PANS, BOTTOM OF WET COLUMNS, p Q000 ® JUMPER TO AH-2 1 RUN Y 10 10 0.3 2ND ALARM RELAY CONTACT tg9 e �(2) (/18 IN ETC.) PULL WIRES TO AND TERMINATE ON TERMINAL p ❑ a ° ° POSITION SHOWN, AH-3 1 RUN Y 10 10 0.5 1 2' CONDUIT RELAY IN ATS (TRANSFER 0 AH-4 1 RUN Y 10 10 0.2 STRIP IN INTERFACE BOX (PROVIDED AND INSTALLED BY o00 o a SWITCH WILL AUTOMATICALLY x z w MAIN FAN ON/OFF STATUS L66-LmJ 24V e ACTIVATE 24V SUPPLY) ELECTRICAL CONTRACTOR). BOX LOCATION IS INPUT a w s AH-5 1 STANDBY Y 10 10 0.4 \�\ j i 83 83 POWER o' INDICATED ON PLANS. SEE DRAWING "SECURITY m cv 3 FLEXIBLE CONNECTOR REHEAT/HUMIDIFIER LOCKOUT 83 ........... � 1 2'#1CONDUIT !\ DETAILS" FOR SPECIFIC TERMINAL POINTS. & UNION ° / CONDENSER INTERLOCK 70 m 70 71 ° 071LT ' CONDENSING UNIT L (2 18 IN v� LIEBERT (4)#18 TO NOTES: 1 2' COND ��JJ 120V RAC2-8 TYPICAL (POWER . ' 1 . REFER TO POWER PLAN AND PANEL SCHEDULES FOR SMOKE DETECTOR CONTACT L92 m CONTROLLER TYPICAL TYPICAL TER 93 mMINAL CIRCUIT BREAKER SIZES AND RATINGS. AIR NN �� 2. REFER TO UNIT WIRING DIAGRAMS SHIPPED WITH DRY LEGEND HANDLER TERMINALS CONTROL WIRING (BY ELECTRICAL CONTRACTOR) //TERMINALS REMOTE G COMMON COOLERS FOR SPECIFIC TERMINAL BLOCK CONNECTION SHUTDOWN ALARM POINTS. AH-8 - AH-6 1 AH-4 AH-2 37 38 75 76 3. UNITS ARE TO BE MOUNTED ON VIBRATION WI--------------- SECURITY WIRING ELECTRICAL CONTRACTOR) L ISOLATORS AND STRAPPED TO DUNNAGE. --------------------- REHEAT LOCKOUT WRING (BY ELECTRICAL CONTRACTOR) AH-7 AH-5 AH-3 AH-1 LIEBERT CONTROLS WIRING DIAGRAM ! L"\ RAC2-8 LIEBERT CONTROLLER 3 LIEBERT OUTDOOR CONDENSER INSTALLATION DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE 1" THICK-3 PCF LINING COATED SURFACE OF - VOLUME DAMPCR INSULATION EXPOSED TO AIR STREAM L.1 RECTANGULAR TO ROUND DUCT TRANSITION SEPARATE SPEED CLIP METAL TIGHTENING 1+ - _ CLAMPS WASHER i- TYPICAL STUD-WELDING NOTES: i PINS AND SPEED CLIP SUPPLY AIR WASHER PRESSED - i DIFFUSER DOWN OVER PIN TO - 1. REFER TO POWER PLAN AND PANEL TOP VIEW LINING - SCHEDULES FOR CIRCUIT BREAKER SIZES AND SUPPORTS TO UNDER RATINGS. SIDE OF STRUCTURE RECTANGULAR TO ROUND DUCT 2. REFER TO UNIT WIRING DIAGRAMS SHIPPED TRANSITION WITH AIR HANDLERS FOR SPECIFIC TERMINAL 6'-C" MAX. LENGTH LIQUID RETURN BLOCK CONNECTION POINTS. FLEX DUCT (MAX. RUN 100') 3. CONDENSATE PUMP IS SHIPPED LOOSE FOR ALL ENDS OF LINER COATED FIELD MOUNTING. WITH ADHESIVE HOT GAS DISCHARGE ROOFTOP AIR HANDLING (MAX. RUN 100') UNIT AS SCHEDULED METAL TIGHTENING ADHESIVE OVER COMPLETE '. MOTORIZED DAMPER: CONNECT TO , CLAMPS �� VOLUME DAMPER SURFACE OF DUCT TERMINAL POINTS #88 & 89 IN AIR HANDLER. ELECTRICIAN TO ROUNDED SHEET METAL NOTES: AIR & WATERTIGHT SUPPORT SADDLES PROVIDE SEPARATE 24V POWER PENETRATION, TYP. 1 . OMIT PINS AND WASHERS FOR DUCTS LESS THAN 8" WIDTH OR DEPTH. SOURCE. ; li SUPPLY AIR 2. ADHERE LINING TO SHEET METAL SURFACE WITH FIREPROOF ADHESIVE. 3. DIMENSIONS OF LINED DUCTWORK ARE CLEAR INSIDE DIMENSIONS FLEXIBLE DUCT CONNECTION FLASHING & COUNTER DIFFUSER ELEVATION AFTER LINING HAS BEEN INSTALLED. /4„ CD- -II 3 \ J _ l ` PROOF UP OVER CURB 6 ROUND NECK DIFFUSERS I I �__---------;,-------�------n------�I� � �7� SOUND LINING INSTALLATION DETAIL CDDRAIN TES I 111 / NOT TO SCALE SPRING ISOLATORS TYP DRAIN o u II NOT TO SCALE (TYP) 7 IV - - Ih----H T 's ; III LIEBERT WATER SENSING CABLE MOUNTED =- 1 IN BOTTOM OF PAN, WITH HOLD DOWN ------------------------/ i CLIPS. CONNECT TO TERMINAL BLOCK IN T u o it ili TRAPS V � AIR HANDLER. (INSTALLED BY MECHANICAL Ili III III II i FACTORY CURB CONT., WIRED BY ELECTRICIAN) ISUPPLIED UNIT FIRE SEPARATION U.L. LISTED FIRE STOPPING / 9 MATERIAL TYPICAL Ili Ilii li RETAINING ANGLES SHALL 6 / 1 2" HUMIDIFIER PROVIDE 18 GAUGE GALV. SHEETMETAL DRAIN PAN ��, FRAMING SUPPORT SEE NOTE #7 FOR PENETRATIONS BE FASTENED TO THE 7 WATER SUPPLY WITH 2" HIGH HEMMED LIP, SOLDERED ENTIRE PERIMETER OF FOR CLEARANCE AND ANGLE (BY MECH. CONT.) WATERTIGHT JOINTS. PAN SHALL BE 6" LARGER (� li �__�_ PLATE & COLLAR ONLY. 2' 6 CONDENSATE PUMP, MOUNTED THAN UNIT FOOTPRINT. ALTERNATE: 2 1/2" ANGLE ------------�J II S� # ) OVERLAP, SEE NOTE 6 IN BOTTOM OF DRIP AN II - III II ��------- (SEE NOTE B 2" # IRON FASTENED TO FLOOR WITH WATERPROOF y u = 5 FLEXIBLE CONNECTION CAULKING (BY MECH. SUBCONTRACTOR). >_AI II II ; 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA & UNION (TYP) ____ ________ WATER DETECTION MODULE. ------------_ m -} CONNECT TO TERMINAL POINTS �yi COLLAR CONNECTING GAUGE SHALL BE # FOR DUCT SIZES, TYP. (SEE NOTE #3) THE SAME AS COLLAR 3 1/1412010 ISSUED TO OWNER JLA 24 & 51 IN AIR HANDLER FLEXIBLE CONNECTION REFER TO MECH PLAN 2 1/23/2009 ISSUED TO OWNER PTB TYPICAL 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB FIRE DAMPER REV DATE I DESCRIPTION BY 4 LIEBERT DELUXE SYSTEM 3 INSTALLATION DETAIL 5 DETAIL - ROOFTOP AIR HANDLING UNIT /EGTING NOT TO SCALE NOT TO SCALE DUCTWORK ACCESS DOOR JAMES LASALA & I i ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 2" MIN. 2" MIN. ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 S FACSIMILE: 631.232.1536 JOB # OBAE-00014 DOOR FRAME ` DUCT COLLAR CONNECTION DOOR LATCH (SEE NOTES #2 & 3) 6" EHASZ GIACALONE ACCESS DOOR (OPTIONAL LOCATION) STESEEEARCHITECTURAL PECI-L STUD FRAMED ARCHITECTS, P.C. FICATIONS FOR DIMENSIONS 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 11 BRANCH OR MAIN DUCT W/TYPE 'B' DAMPER TEL:(516)420-8383FAX:(516)420-0195 NOT TO SCALE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY ❑o0C ❑ OF THE ARCHITECT 000 °❑o EXIST. SLAB EXPANSION ° ° u a V D ° s r, p �° " � 0' 1. ALL FIRE DAMPERS SHALL BE RATED TO MAINTAIN TOP AND THE TOTAL OF BOTH SIDES SHALL BE PROSECUTEDTS WILL BE BOLT (TYP.) THE RATING OF THE FIRE SEPARATION. THEY SHALL 1/2" EACH. THE RETAINING ANGLES SHALL BE ° °BUILDING STRUCTURE z BE APPROVED AND LABELED BY THE UNDER- PROJECT �1 A/C UNIT CAP FLASHING s 1 -7/2" X 1 -1/2" X 14 GAUGE BENT ANGLE, SO 4 4STRAP HANGER WRITER'S LABORATORIES (U.L.). THE INSTALLATION THAT THERE WILL BE A MINIMUM OF 1 " OF R-IN GASKET / �2' INSULATED PREFABRICATED CURB SHEET METAL ��/ FOR DUCTS OVER 49" WIDE SHALL BE IN ACCORDANCE WITH MANUFACTURER'S OVERALL ON THE FIRE SEPARATION. SATURNTO1t1.1V I BEACH I � FURNISHED COUNTER FLASHING BY G.C. SCREWS AND N FASTDEN ER BOTTOM OF DUCT (U.L.) APPROVED INSTRUCTIONS. DAMPERS SHALL BE 7. THE DAMPER SHALL BE SECURED TO THE RESORT AS MANUFACTURED BY AIR BALANCE INC., AIR COLLAR WITH EITHER 1/2" TACK WELDS, NO. 10 WITH CURB % ��' � DAMPER MFG. CORP., AIRSTREAM PRODUCTS, INC., OR SHEET METAL SCREWS, 1/4" DIA. NUTS AND BOLTS, 3800 OUCK POND ROAD 1/2" ROD / / CANT STRIP BY G.C. 1 1/2" FLAT j AN APPROVED EQUAL. OR 3/16" STEEL POP RIVETS; ALL B" ON CENTER. CUTCHOGUE, NEW YORK 1 ]935 (TYP. FOR 4) STEEL 2. ALL DUCT COLLAR CONNECTIONS SHALL COMPLY 8. RETAINING ANGLES SHALL BE SECURED TO WITH ASHRACONNECTIONS & SMTWEE COLLAR, SLEEVE OR PLATE EITHER 1 1 "x4" WOOD BLOCKING LIGHT FIXTURE 3. CONNECTIONS BETWEEN COLLAR AND DUCTWORK /2" TACK SPRING VIBRATION �� PRESSURE TREATED SHALL BE BREAKAWAY TYPE SUCH AS ' S" SLIP, WELDS, NO. 10 SHEET METAL SCREWS, 1/4" DIA. DRAWING LANE OF FINISHED CEILING NUTS AND BOLTS, OR 3 16" STEEL POP RIVETS; ISOLATOR OR SWING CRIMP, OR OTHER SLIP TYPE IN ACCORDANCE WITH / SPRING HANGER ALL 8" ON CENTER. ,-4 /� C 7 .� 4M R DAMPER GUIDE, � �GAUGES FOR COLLARS IN ROUND DUCT SHALL BE 9. WHERE THE FINISHED CEILING DOES NOT HAVE A MINIMUM OF 18 GA. SEE NOTE 12 BELOW. REMOVABLE TILES, AN ACCESS DOOR (FIRE-RATED HANGER STRAP SCHEDULE 5. AFTER THE INSTALLATION OF DAMPERS, THE WHERE REQUIRED) SHALL BE INSTALLED IN THE CONTRACTOR SHALL SEAL AND TAPE ALL JOINTS FOR CEILING NEAR THE LOCATION OF THE FIRE DAMPER. AIR TIGHTNESS. SEALANTS USED SHALL BE 3M 10. ALL RETAINING ANGLES SHALL BE GALVANIZED DATE DRAWN BY FAN DUCT SIZE HANGER SIZE SPACING COMPANY N 800E MIRACLE ADHESIVE CORPORATION STEEL. OR AN APPROVED EQUAL AND GRAY VINYL DUCT 11. ALL ACCESS DOORS SHALL BE LOCATED SO SCALE CHECKED BY TAPE AS MANUFACTURED BY NASHUA CORPORATION THAT THERE WILL NOT BE ANY INTERFERENCES FOR AS-NOTED UP TO 2 sq. ft 1" x 1/16" 8'- 0" OR AN APPROVED EQUAL. MAINTENANCE AND INSPECTION OF THE DAMPER. 2 TO 4 sq. ft 1" x 1/8" 81- 6. TO ALLOW FOR EXPANSION, DAMPERS SHALL HAVE 12. THE FIRE DAMPER SLEEVE SHALL BE THE SAME PROJECT OTI280I SHEET OF A TOP CLEARANCE EQUIVALENT TO 1/8" FOR EACH GAUGE AS THE DUCTWORK WITH A MINIMUM OF 16 u 4 TO 10 sq. ft 1 " x 1/8" 61- D" FOOT OF DAMPER HEIGHT. THE SIDE CLEAR- ANCE GAUGE FOR HIGH VELOCITY DUCTWORK AS WELL AS DRAWING NO. U SHALL BE 1/8" FOR EACH FOOT OF DAMPER WIDTH RECTANGULAR DUCTWORK UP TO 36" WIDE. FOR OF NE(,y E P-100T0 OVER 10 sq. ft 1" x 1/8" 4'- 0" DIVIDED EQUALLY TO THE RIGHT AND LEFT OF THE DUCTWORK ABOVE 36" WIDTH IT SHALL BE 14 -100 COLLAR. THE MAXIMUM CLEARANCE FOR THE GAUGE. SLEEVES IN ROUND DUCTS SHALL BE A MINIMUM OF 18 GAUGE. 8 SUPPLY FAN MOUNTING DETAIL 9 ROOF CURB DETAIL FOR AC UNITS 10 STRAP HANGER DETAIL rl2 FIRE DAMPER NOTES m 4 2 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE y`"ooq a seb9T p b`�a aFE551aN y HOOD INFORMATION MAX. EXHAUST PLENUM SUPPLY PLENUM HOOD CONFIG. CAPTIVE-AIRE HOODS ARE HOOD RISER S RISERS HOOD ` END TO BUILT IN COMPLIANCE WITH CAPTRATE FILTERS ARE ND. MODEL LENGTH COOKING TOTAL TOTAL CONSTRUCTION ROW TEMP. EXH. CFM WIDTH LENG. DIA. CFM S.P. SUP. CFM WIDTH LENG DIA. CFM S.P. END ° 4230 3' 6.00" 10" 525 -0.211 " 430 ss I/I�n BUILT IN COMPLIANCE WITH 1 450 O ALONE ALONE ' NSF ' ND-2 Deg. 525 Where Exposed \ ��m E HOOD INFORMATION " 'E° ° NSF � FILTER S LIGHTS UTILITY CABINETS NFPA #96 ++:re 1i FIRE HOOD HOOD WIRE FIRE SYSTEM ELECTRICAL SWITCHES NSF NFPA 96 NO. TYPE QTY. HEIGHT LENGTH QTY. TYPE LOCATION SYSTEM HANGING # UL 710 & ULC710 STANDARDS GUARD TYPE SIZE MODEL # QUANTITY LOCATION PIPING WGHT NSF STANDARD #2 1 Light E.T.L. LISTED 3054804-001 UL STANDARD #1046 1 Ca trace Solo Filter wi 2 20 20 1 Incandescent Light Fixt NO Right Ansul R102 3.0 110110FP Outside YES 281 INT. MECH. CODE (IMC) P 1 Fan LBS CAPTIVE-AIRE HOODS ARE FIIJERCOILECIAONEFFICENCY HOOD OPTIONS BUILT IN COMPLIANCE WITH 2'C.,-.G—u-S.,S.I.N- HOOD OPTION NFPA #96 N0. AND ARE RECOGNIZED BY ONE 1 FIELD WRAPPER 18.00" High Front, Left, Right OR MORE OF THE FOLLOWING: RESISTANCE VS.AIRFLOW- 2'l pw¢ama-SwpmSal"EID¢ O STRUCTURAL FRONT PANEL NSF INTERNATIONAL EXHAUST FAN INFORMATION FAN ETL LISTED FILE# 3054804-001 0 L UNIT FAN UNIT MODEL # MODEL TAG CFM S.P. RPM H P. 0 VOLT FLA WEIGHT (LBS.) F -- w NO LL z 'I DU 25HFA DU25HFA KEX-1 525 0.250 928 0.250 1 115 4.0 59 78 -- / FAN OPTIONS , „ PARTICLE DI.1hIETER(wn) AIRFI.(]IX+(cfin) FAN UNIT OPTION (Qty. — Descr.) �p NO. SPECIFICATION: CAPTRATE IREASE—STOP S'OLO FILTER 1 1 - Grease Box THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FEAIURING A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN, TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY. 1 - Miami Dade Certification. FILTER IS CONSTRUCTED OF 430 STAINLESS STEEL, AND SIZED TO FIT INTO STANDARD 1 - Guy Line Eye Bolts - Used For 3 Guy Line Tie Off Points. 2-INCH DEEP HOOD CHANNEL(S). FOR QUESTIONS, CALL THE UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO FAN ACCESSORIES NEW YORK REGIONAL OFFICE COMPONENTS WHEN ASSEMBLED. 419 LAFAYETTE ST. 4th FLOOR, NEW YORK, NY 10003 GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE EXHAUST SUPPLY PHONE: (646) 723-3365, (888) 627-4607 PARTICLES FIVE MICRONS IN SIZE, AND 90% GREASE PARTICLES SEVEN MICRONS IN SIZE AND FAN FAN UNIT FAX: (646) 403-4230 LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE. UNIT TAG No. GREASE GRAVITY WALL SIDE GRAVITY MOTORIZED WALL CUP DAMPER MOUNT DISCHARGE DAMPER DAMPER MOUNT FILTER INFORMATION - CAPTRATE• GREASE-STOP? SOLO NOMINAL SIZE ACTUAL DIMENSIONS FREE AREA WEIGHT VELOCITY STATIC PRESSURE 1 KEX-1 YES (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 CURD ASSEMBLIES 20 x 16 19-5/8" x 15-5/8" x 1-7/8" 178 8.9 125 0.35 N0. O N ITEM SIZE 1 # 1 Curb 19.500"W x 19.50D"L x 60.000"H Vented Hinged ELECTRICAL PACIfAGES SWITCHES ROOFTOP FANS CONTROLLED NO. TAG PACKAGE (/ LOCATION STARTERS OPTION LOCATION QUANTITY TYPE 0 H.P. VOLT FLA Utility Cabinet Right 1 Light 1 110110FP Utility Cabinet Right Fan On/Off Thermostatically Controlled Exhaust 1 0.250 115 4.0 Hood # 1 1 Fan 9 8 7 6 5 4 6101/2010 ISSUED TO BLDG. DEPT. JLA 3 1/1412010 ISSUED TO OWNER JLA 2 1/23/2009 ISSUED TO OWNER PTB 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB REV DATE DESCRIPTION BY 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 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGLJE, NEW YORK 11935 DRAWING \/ 4C DE=_ 7 " IL_ e O : DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT oT2e.oI SHEET OF DRAWING NO. OF NE/� `� es s. Gas i 09 a 1} =WW H - 06 m�0 h'o 5869� y�ry gOFESS10N" INCANDESCENT LIGHT FIXTURE-HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) IIF�� rI, � n \ �h\ 42" FIELD WRAPPER VERIFY HEIGHT R T c r \ \ I I V S T A L L A T I V l (SEE HOOD OPTIONS TABLE) I \ S L VV ___JJJ EXHAUST RISER � i NOTES One RTD per Exhaust Fan HANGING ANGLE / j I OLD has 3 wn-es that connect to contlrol cabinet 4., 20" CAPTRATE SOLO FILTER WITH HOOK Grease DucI (E.LPrnal Swrfaee) 3" INTERNAL STANDOFF 30" NOM. 1/2" NET OEok Seal (Adapter Body) Part II 22-00001----\ J ,-1 IA' - 1 1/4' B'iPmeter Hole SWITCHES IT IS THE RESPONSIBILITY � .T OF THE ARCHITECT/OWNER TO � � � � B � I � i EGteiesolr Pnp ENSURE THAT THE HOOD CLEARANCE - / i 10„ �� I/2' OLIb; Seal ILGr} N/psh.rl% FROM LIMITED-COMBUSTIBLE - AND COMBUSTIBLE MATERIALS \ Pal"t M3d-ODOOE IS IN COMPLIANCE WITH /k / LOCAL CODE REQUIREMENTS / F / 1EIL'OTE PiE It N IGN SEE TE P T /` PING WELDCD SENSOR DETAIL 10' Desistance Temperatw-e / ��1 pl DUCT DP 4T Det eetar RLLR - _ � ParT N A/IDO-3W�t1-4'-EHFL'� �GREASE DRAIN J��'WITH REMOVABLC CUP U.L. Listed In Fond.S..PFf Llghf48.0" MAX Flxt,,.-High Tamp Assembly/ 110" (�u 112' Dulk Seal (Gaske „^ ufllity Part # 32-00002 ) Cabinet F� j I ° 80" AFF TYP. 21 21" 112' MET QuHH Se91 (Nut) Extenslan Ring Cover Part T32-00002 100-BW EQUIPMENT 3' 6.00"NDm./3' 6.00"OD - 12" BY OTHERS PLAN VIEW — Hood #1 3' 6,00" LONG 423OND-2 fER°pY UCH"NNFL SECTION VIEW — A90DEL 4230ND-2 W ALL y4E Rp i Oj°,Ti°N Y 1.1 OF POOR �^1ON51°C NWALL PFE" n°uin uxo¢n x^N"C F. INSIDE °F FRONT PANEL IDE OF HOOO WMENE CIA. F RS WMPFEN TOPs[.. ON „ODD WALL WAAPP OB a A ToeQUA L WALL ATTACHMENT CORNER HANGING ANGLESIDE TOO IT P""° INSTALL`wN.°PE" uRDEER DO DEOREEDS ND OR PCP T31 fuAPCEo Ioe`u POP-AVET°INTOAPPOSITION ` WOIOIm 1/2" DIA. ALL THREAD ROD STEEL HANGING ANGLE WALL / CONNECTED TO ROOF JOIST —W"A1111 O1I THROUGH ANOTHER HANGING ANGLE S AI LFC OF IS RAPPSR 9 \ FRONT 1/2" DIA. HEAVY DUTY NUT Z1I11 .HA111NP°xET cANOPr XOOO B FIOE'LEOSDRHL11 7 AND WASHER - ONE ABOVE PMOP-WJEis AND ONE BELOW HANGING ANGLE WF°°"' PRESS ACES AR WIIL" APN HOOD AND Poi°OL T 6 . .1W FALL. 1. DNANNEL 5 FREW COSPAIIII AsOlIMELY cOMPLEI£DWBA FOEMBLY 4 6101/2010 ISSUED TO BLDG. DEPT. JLA ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR 3 111412010 ISSUED TO OWNER JLA HANGING ANGLE IS PRE-PUNCHED AT FACTORY 2 1/23/20091 ISSUED TO OWNER PTB 1 5116/20081 ISSUED TO BLDG. DEPT. PTB REV DATE I DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 FACSIMILE: 631.232.1536 JOB # OBAE-00014 EHASZ GIACALONE ARCHITECTS, P.C. 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-83B3 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY °°° ROE ° OF THE ARCHITECT o°°o °oo °°0 INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW PORK 11935 DRAWING DATE DRAWN BY SCALE AS-NOTED CHECKED BY PROJECT 0712bol SHEET OF DRAWING NO. OF NEB `a4' nos B Gas � h� 9 -07%'�O NO. H58690 ?V wgOFG8910N�� / 9 1/2� /19/1/2' FAN #I DU25HFA - EXHAUST FAN KEX-1) VENTED FEATURES: /,� :� $/ CURB - ROOF MOUNTED FANS 25 1/2 - RESTAURANT MODEL 60'• - UL705 AND UL762 - VARIABLE SPEED CONTROL !Y 20 GAUGE - INTERNAL WIRING STEEL - WEATHERPROOF DISCONNECT CONSTRUCTION - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300•F (149'C) - GREASE CLASSIFICATION TESTING 3" FLANGE NORMAL TEMPERATURE TEST 25 1/4 EXHAUST FAN MUST OPERATE CONTINUOUSLY 18 1/2 WHILE EXHAUSTING AIR AT 3Do•r (149•C) ROOF OPENING UNTIL ALL FAN PARTS HAVE REACHED / THERMAL EQUILIBRIUM, AND WITHOUT ANY 15 1/2 /15 1/2 DIMENSIONS DETERIORAIING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. GREASE DRAIN ABNORMAL FLARE-UP TEST L EXHAUST FAN MUST OPERATE CONTINUOUSLY �19.5000— 2 , WHILE EXHAUSTING BURNING GREASE VAPORS I i 2 /8 AT 600•F (316-C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE 15 1/8 1 AN UNSAFE CONDITION 30 1/4 5 1/2 OPTIONS GREASE BOX MIAMI CERTIFICATION. 21 (� GUY LINENE E EYE BOLTS - USED FOR 3 GUY LINE TIE OFF POINTS. DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) '7 ROOF DECK GREASE DUCT SPECIFICATION F B 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. ACCESS DOOR PER NFPA 96, CHAPTER 7, SECTION 7 3.1: The grease duct will terminate at the fan adapter plate, will be fully welded to the fan adapter plate and the fan adapter plate "OPENINGS SHALL BE PROVIDED 0 OP NEI will be fastened to the curb using a suitably sized fastener provided by others; see page 12 of the "Installation, Operation and of THE SIDES OR rIS Maintenance Manual" for details. MORE ACCESSIBLE, AND AT 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 CHANGE OF DIRECTIONS F 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 rod 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. 9 CLEARANCE TO COMBUSTIBLES 3M FIRE BARRIER 2000 PLUS USAGE -7-7 8 LIMITED NON DUCT DUCT JOINT AVERAGE FT. JOINTS PER 7 DIAMETER COMBUSTIBLES COMBUSTIBLES COMBUSTIBLES DIAMETER PERIMETER FT. PER TUBE TUBE 6 8" 18" 3" 0" 8•' 2.16 30 7 5 loll 1s" 3" 0" 10" 2.68 30 1 6 12" 1e" 3" 0" 12" 3.21 30 5 4 6/0112010 ISSUED TO BLDG. DEPT. JLA 14" 18" 3" 0" 14" 3.73 30 4 3 1/1412010 ISSUED TO OWNER JLA 16" 18" 3" 0•' 16" 4.25 30 3.5 18" fill 3" 0' 18" 4.78 1 30 3 m% 2 11123/20091 ISSUED TO OWNER PTB 2D" 18" 3" 0" 20" 5.30 1 30 3 1 15/16/20081 ISSUED TO BLDG. DEPT. PTB 24" 18" 1 3" 0" 24" 6.35 1 30 2.5 REV I DATE I DESCRIPTION BY JAMES, LASALA & ASSOCIATES, LLP ADJUSTABLE DUCT VERTICAL SUPPORT MEP ENGINEERS OVERLAP — MINIMUM MAXIMUM SPACING (FT) I1 MAXIMUM 11 OVAL DRIVE, SUITE 129 M DIAMETER OVERLAP DUCT DIAMETER SPACING ISLANDIA, NY 11749 TELEPHONE: 631.592.2660 a" 4' ell 1o' FACSIMILE: 631.232.1536 JOB # 08AE-00014 loll s" 10'• 10• 12" 12" KITCHEN 141' 6•• 14" To' EHASZ GIACALONE 16" 6'• 16" 10' H O O D 181• 18" ARCHITECTS, P.C. 20" 61. 20" 10. 24„ 61. 24" 10• FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN INSTRUMENT OF SERVICE F I I� 0 S H E D FLOOR AND ARE THE PROPERTY °°° °°° ° OF THE ARCHITECT o°°° °oo °oo INFRINGEMENTS WILL BE PROSECUTED PROJECT SANTORINI BEACH RESORT 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 DRAWING 1- / aC DST ,/ IL- -`H�) DATE DRAWN BY 3 SCALE 1,5-NOTED CHECKED BY PROJECT oTl2a.ol SHEET OF _ DRAWING NO. I � OF NEB GLSS O o GO e 9 Hn mW o x x �� O S869T �dU �gDEE55100 LEGEND INSTALLATION NOTES: GENERAL NOTES ABOVE GRADE SANITARY WORK INCLUDED: 1) THE DRAWINGS SHOW THE VARIOUS DUCTWORK, EQUIPMENT AND PIPING PLUMBING SCHEDULE SOIL WASTE BELOW GRADE FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND APPURTENANCES NECESSARY OR SYSTEMS SCHEMATICALLY. NO ADDED COMPENSATION WILL BE PERMITTED REQUIRED TO PERFORM AND COMPLETE ALL PLUMBING WORK SPECIFIED AND AS SHOWN ON FOR VARIATIONS DUE TO FIELD CONDITIONS. IT IS NOT THE INTENT FOR CODE SYMBOL FIXTURE MFR. PART NO. FITTING MFR. PART NO. COMMENTS W V HW CW ___ HOT WATER ---------- THE DRAWINGS. THE DRAWINGS TO SHOW, OR THE SPECIFICATIONS TO DESCRIBE, ___ REFERENCES: COMPLETE DETAILS OF EVERY COMPONENT OF THE SYSTEMS. FURNISH FLOOR MOUNTED VITREOUS CHINA, TWO PIECE, 1 .6 GPF (6 LPF) LOW ____— HOT WATER RETURN ------ AND INSTALL ALL WORK IN ACCORDANCE WITH STANDARDS OF GOOD O 8 CONSUMPTION, SIPHON JET TOILET, ELONGATED - _-—-_ DESIGN, INSTALLATION AND TESTING OF PLUMBING SYSTEMS SHALL BE ACCORDANCE WITH PRACTICE AND PROVIDE ALL REQUIRED APPURTENANCES AND ACCESSORIES V WATER CLOSET ZURN Z5530 SEAT ZURN Z5958S5-EL 3" 2" 1 " COLD WATER—-—-—-—-— THE PLUMBING CODE OF NYS. FOR COMPLETE AND OPERATIONAL SYSTEMS. WORK TO BE COORDINATED (q p A) 16-1/8" HEIGHT RIM AND 12" STANDARD ROUGH IN. ELONGATED, WHITE, CLOSED FRONT TOILET SEAT WITH BY CC BY SHOP DRAWINGS. COVER AND STAINLESS STEEL CHECK HINGE. —c— GAS G c MATERIALS� _Sr— STORM 5T 1 . HOT & COLD WATER SUPPLY - (OR EQUAL TO PCNYS SECTION 605) 2) INSTALL ALL WORK IN FULL ACCORDANCE WITH ALL LOCAL, STATE AND a) PIPE: COPPER TUBING, TYPE L FEDERAL CODE REQUIREMENTS. VITREOUS CHINA, TWO PIECE TOILET WITH 1 .6 GET (6 ----------- VENT ------------------------- B75-1979 (ASTM) R FLOOR MOUNTED BBB-1978 ASTM O V WATER CLOSET ZURN Z5550 LEE), SIPHON JET BOWL, ELONGATED ADA HEIGHT RIM, 4" 2" 1/2" (ASTM) 3) THE CONTRACTOR WILL BE RESPONSIBLE FOR MATERIAL AND WORKMANSHIP AND TANK AND 12" ROUGH IN. b) FITTINGS: SOLDERED UNTIL COMPLETION AND FINAL ACCEPTANCE BY THE OWNER, REPLACE SEAT ZURN Z5958SS-EL ELONGATED, WHITE, CLOSED FRONT TOILET SEAT WITH AD ACCESS DOOR B16-22-1973 (ANSI) ANY DAMAGED, LOST OR STOLEN EQUIPMENT OR MATERIALS AT NO COVER AND STAINLESS STEEL CHECK HINGE. C.O. CLEAN OUT BRONZE THREADED ADDITIONAL COST TO THE OWNER. B16-15-1978 WALL MOUNT 20x23 LAVATORY W/4" CENTER FAUCET CW COLD WATER 2. DRAINAGE STORM AND VENTS - (OR EQUAL TO PCNYS SECTION 702 1102) 4) WHERE DISAGREEMENTS OCCUR BETWEEN THE PLANS AND THE O ® WALL HUNG Z5320 HOLE, VIREOUS CHINA, FRONT OVERFLOW, ADA TRAP, 1 2 1 2 a) PIPE AND FITTINGS: CAST IRON SPECIFICATIONS, OR WITHIN EITHER ITSELF, THE ITEM OR ARRANGEMENT LAVATORY ZURN FAUCET ZURN Z8100 STOP AND SUPPLY PROTECTORS 2" 1 -1/2 / / DPCO DECK PLATE CLEAN OUT A74-1975 (ASTM) NO HUB OF HIGHER QUALITY. GREATER QUANTITY OR HIGHER COST SHALL BE 4" CENTERS, ADA FO FLOOR DRAIN b) PIPING BELOW GROUND SHALL BE EXTRA HEAVY INCLUDED IN THE BASE BID. COUNTERTOP SINGLE BOWL FAUCET ELKAY LK230 STAINLESS STEEL SINGLE CAST RION PIPE AND FITTINGS WITH RUBBER O 5) ALL EQUIPMENT AND MATERIALS SHALL BE NEW.® LAVATORY ELKAY SINK BOWL 18 GAUGE TYPE 2" 1-1/2" 1/2" 1/2" HW HOT WATER GASKETED COMPRESSION JOINTS. #LR-1722 DRAIN ELKAY LK18B 302 SELF RIM 3. GAS PIPING - OR EQUAL TO FGNYS SECTION 403) L LAVATORY o) PIPING 3" OR LESS ABOVE GRADE SHALL BE 6) WHERE, DUE TO UNION REGULATIONS OR TRADE AGREEMENTS, ANY OF WATER KS KITCHEN SINK BLACK STEEL SCHEDULE 40 ASTM A 12C, THE WORK OF THIS CONTRACT IS NOT CON QUESTION, THE WORK M THIS E ELKAY # DUAL LEVEL WATER COOLER 2" 1 -1 2 1 2 CONTRACTOR, SUBCONTRACT THE WORK IN QUESTION, BUT ASSUME FULL COOLER / / THREADED JOINTS, 1WEL MA LLCADLE IRON, RESPONSIBILITY FOR THE COMPLETE INSTALLATION. SAN. SANITARY OVER 3" SHALL BE WELDED. COUNTERTOP COUNTERTOP LAVATORY SH SHOWER 7) BEFORE SUBMITTING BID, VISIT THE SITE AND EXAMINE ALL ADJOINING O ® MOUNTED ZURN Z5114 FAUCET ZURN Z81000 W/4" CENTER FAUCET 1-1/2" 1-1/2" 1/2" 1/2" SP STAND PIPE HANGERS & SUPPORTS: (SEE TABLE 308.5 OF PCNYS) WORK AND CONDITIONS ON WHICH THIS WORK IS IN ANY WAY LAVATORY HOLE, VIREOUS CHINA 1) HORIZONTAL OVERHEAD RUNS OF PIPING SHALL BE SUPPORTED BY HANGERS SPACED DEPENDENT, INCLUDING BUT NOT LIMITED TO, MEANS OF MATERIAL U.O.N. UNLESS OTHERWISE NOTED AT A DISTANCE AS FOLLOWS: EGRESS AND INGRESS, SPACE LIMITATIONS AND PARKING FACILITIES. DOUBLE BOWL FAUCET ELKAY LI<230 NICKEL BEARING STAINLESS STEEL DOUBLE V VENT A) 1 -1/4" DIAMETER AND SMALLER 6'-0" O.C. MAX. REPORT ANY DISCREPANCIES TO THE OWNER. O SINK ELKAY SINK BOWL 18 GAUGE TYPE 2" 1-1/2" 1/2" 1/2" 9) 1 -1/2" TO 3" INCLUSIVE 10'-0" O.C. MAX #LRAD3322 DRAIN ELKAY LK18B 304 SELF RIM WC WATER CLOSET 2) HANGERS SHALL BE CLEVIS TYPE 8) ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN A) FOR PARALLEL RUNS AT THE SAME ELEVATION, ACCORDANCE WITH ALL NATIONAL, NEW YORK STATE CODES AND JANITORS KOHLER IK-8905 MOP SERVICE BASIN 24"x20.25" W/ RIM GUARD, 3" PC PLUMBING CONTRACTOR A TRAPEZE HANGER CONSISTING OF TWO RODS REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE OH SINK KOHELER K-6716 DRAIN TRAP, DRILLED BACK 3" 1 -1/2" 3/4" 3/4" WM WASHING MACHINE AND A STEEL CHANNEL MAY BE USED. THAT ALL PLUMBING WORK IS PROVIDED AND INSTALLED IN STRICT KOHLER K-6673 3) VERTICAL RUNS ACCORDANCE WITH SEISMIC REQUIREMENTS. MC MECHANICAL CONTRACTOR A) COPPER PIPE-HEAVY WROUGHT IRON CLAMPS OR WATON-DEMAND TANKLESS PROPANE WATER HEATER, COLLARS FOR SUPPORTS. O HOT HEATERER AO SMITH ATI_POS 190,000 BTU/H, 0.6-8.5 GPM, 8"WC, DIRECTVENT 3/4" 3/4" HWH HOT WATER HEATER 4) HANGER RODS VIE VERIFY IN FIELD A) 2" DIAMETER PIPE AND SMALLER-3/8" DIAMETER RODS CONTRACT DRAWINGS 5) HANGERS SHALL BE WROUGHT IRON OR MALLEABLE IRON AMERICAN FLUSH VALVE ZURN ZER60001AV- LYNBROOK 1 ,OGPF BLOWOUT URNIAL, AQUA SENSE AV PCNYS PLUMBING CODE OF NEW YORK STATE A) FURNISHED AND INSTALL CAST IRON OR GALVANIZED 1) THE DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ARE INTENDED TO Oj STEEL INSERTS OF APPROVED DESIGN. CONVEY THE SCOPE OF WORK AND INDICATE GENERAL ARRANGEMENT URINAL 6601 .012 B) HANGERS SHALL BE AS MANUFACTURED BY CRANE, OF EQUIPMENT, DUCTS, CONDUITS, PIPING, AND FIXTURES. STANDARD WALL HANGER COM EXPOSED SENSOR OPERATED, BATTERY POWERED 2" 1 -1/2" 1 -1/4" Z1218 FLUSH VALVE MCNYS MECHANICAL CODE OF NEW YORK STATE G RIN NEL, LIEBFRIED, F7S, OR APPROVED EQUAL. TANKLESS ELECTRIC WATER FGCNYS FUEL GAS CODE OF NEW YORK STATE 2) THE LOCATIONS OF ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR ELECTRIC WATER INSULATION: (SEE TABLE 504.5 OF ECCNYS) IN THE SPECIFICATIONS THAT ARE NOT FIXED BY DIMENSIONS ARE OK HEATER CHRONOMITE SR-20L HEATER, 208V 1/2" 1/2" ECCNYS ENERGY CONSERVATION CODE OF NEW YORK STATE 1) INSULATE ALL CONCEALED AND EXPOSED COLD AND HOT WATER PIPING VALVES AND APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE FITTINGS, ROOF DRAINS, AND AC CONDENSATE, WITH OWENS-CORNING FIBERGLASS, THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED AND ASJ/SSL-II PIPE INSULATION OR EQUAL, 1" THICK. SEE TABLE 504.5 INDICATED ON THE SHOP DRAWING. DO NOT SCALE DRAWINGS. L "TYPE S" STRAINER,O 3,. 2) PC AS PER NYS SECTION 305.6, WATER, SOIL, AND WASTE PIPES SHALL NOT BE❑® FLOOR DRAIN ZURN Z415-S TRAP GUARD TRAP GUARD TG33-ZURN VANDAL-PROOF SECURED TOP INSTALLED OUTSIDE OF A BUILDING, IN ATTICS OR CRAWL SPACES, CONCEALED IN 3) FOLLOW DRAWINGS IN LAYING OUT WORK AND CHECK DRAWINGS OF m OUTSIDE WALLS, OR IN ANY OTHER PACE SUBJECTED TO FREEZING TEMPERATURE OTHER TRADES TO VERIFY SPACES IN WHICH WORK WILL BE UNLESS ADEQUATE PROVISION IS MADE TO PROTECT SUCH PIPES FROM FREEZING BY INSTALLED. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS ROOF DECK ROUND TOP PROM-DECK DRAIN, INSULATION OR HEAT OR BOTH. EXTERIOR WATER SUPPLY SYSTEM PIING SHALL BE AT ALL POINTS. WHERE HEADROOM AND SPACE CONDITIONS APPEAR O ® DRAIN ZURN 7164 TRAP GUARD TRAP GUARD TG33-ZURN WITH OVERFLOW DRAIN DUTY INSTALLED NOT LESS THAN 6" BELOW THE FROST LINE & NOT LESS THAN 12" BELOW INADEQUATE, ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING HEEL-PROOF GRATE 3" GRADE. WITH INSTALLATION. OIL SMART SYSTEM, 115V VALVES: 4) IF DIRECTED BY THE OWNER, WITHOUT EXTRA CHARGE, MAKE SUMP PUMP ZOELLER SINGLE PHASE, 20 AMP 1 -1/2" 1-1/2" - - 1) CONTROL VALVES USED AS OPERATING VALVES MODIFICATIONS IN THE LAYOUT AS NEEDED TO PREVENT CONFLICT ON (ELEVATOR) N152 RELAY, .4 HP PUMP, 50 GPM A) BRONZE BALL VALVES, QUARTER-TURN, IPS WITH MALE ADAPTERS. WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE @17 FT HEAD 2) ASME B 16.33 SHUTOFF VALVES FOR GAS LINES ARE REQUIRED FOR EACH DEVICE_ WORK. INSTALLATION: 5) PIPING SHALL RE INSTALLED CONCEALED IN AREAS HAVING HUNG NOTE : 1) ALL PIPING SHALL BE INSTALLED WITH A UNIFORM PITCH IN THE DIRECTION OF FLOW CEILING AND/OR FURRED SPACES UNLESS OTHERWISE INDICATED ON 1. FINAL FIXTURE APPROVAL, MODEL, MAKE, COLOR, ETC. BY AS FOLLOWS: THE DRAWINGS. ARCHITECT AND GC. COLD AND HOT WATER PIPING 1 " IN B', UP IN THE DIRECTION OF FLOW. 2. PIPE SIZING AS PER PCNYS SECTION 604, TABLE 604.5/704.1 SEE OTHER DRAWINGS FOR TABLES. SOIL AND WASTE 1/4" PER FOOT FOR SMALLER THAN 4" PIPE. 1/B' PER PER FOOT FOR 4" PIPE, DOWN IN THE DIRECTION OF FLOW. HORIZONTAL BRANCH VENTS 1/8" PER FOOT, UP TOWARD VERTICAL CONNECTION CONCRETE SURFACE OR FLOOR OF SOIL OR WASTE RISER. 4114EQUIRED STACK VENTS (LATERAL) 45 DEGREES MIN. COVER LABELING: CREW 1) ALL PIPING SHALL BE LABELED AT NOT LESS THAN 15 FOOT INTERVALS TO INDICATE 18 GAUGE ROUND v CONTENTS AND DIRECTION OF FLOW. LABELS MAY BE STENCIL, ADHESIVE, OR SNAP-ON u p o e , TYPE. LABELS SHALL BE COLOR-CODED. VALVE CHART SHALL BE FURNISHED. ANOUT PLUG GALVANIZED STEEL ( � ° ° p DD D NTESTING: FINISHED FLOOR ° CONCRETE ANCHOR 1 DRAINAGE SYSTEM� HILTI-KWIK BOLT )p D o ° p OR APPROVED EQUAL A) ROUGH PLUMBING-TEST EITHER BY AIR (15 MINUTES AT 5 PSI) OR WATER (159 MINUTES AT FULL HEIGHT, NOT LESS THAN 10 FEET VERTICAL). NO LEAKAGE 8 PERMITTED. 2) WATER SUPPLY 7 METAL DECK A) TEST IN SECTIONS AND ON THE SYSTEM WITH WATER AT WORKING PRESSURE, AS PER PLUMBING CODE OF NYS SECTION 604.3. NO LEAKAGE PERMITTED. 6 3) FLUSH ALL PIPING THOROUGHLY PRIOR TO PUTTING INTO SERVICE. 5 CAULKING FERRULE COUPLER 4) GAS PIPING A) INSPECT, TEST, AND PURGE PIPING ACCORDING TO FGCNYS SECTION 406.1 4 6/0112010 ISSUED TO BLDG. DEPT. JLA CLEANOUT TEE ROD (SIZE AS REQUIRED) AND ANSI Z223.1, PART 4 "INSPECTION, TESTING, AND 3 1/14/2010 ISSUED TO OWNER JLA II IIII PURGING," AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 2 1/23/2009 ISSUED TO OWNER PTB B) REPAIR LEAKS AND DEFECTS WITH NEW MATERIALS AND RETEST SYSTEM UNTIL —ACCESS COVER SATISFACTORY RESULTS ARE OBTAINED. 1 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB C) REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ARCHITECT AND REV I DATE DESCRIPTION BY AUTHORITIES HAVING JURISDICTION. PIPE p) VERIFY CAPACITIES INGS OF SERVICE METERS, PRESSURE REGULATORS, VALVES, AND SPECIALTIES. JAMES, LASALA & E) VERIFY CORRECT PRESSURE SETTINGS FOR PRESSURE REGULATORS. VERIFY THAT ASSOCIATES LLP °CLEVIS HANGER SPECIFIED PIPING TESTS ARE COMPLETE. FINISHED WALL STRUCTURAL SAFETY MEP ENGINEERS FLOW CLEANOUT PIPE 1) THE BUILDING SHALL NOT BE WEAKENED BY THE INSTALLATION OF ANY GAS PIPING. 11 OVAL DRIVE, SUITE 129 IN THE PROCESS OF INSTALLING OR REPAIRING ANY GAS PIPING, THE FINISHED ISLANDIA, NY 11749 Lv FLOORS, WALLS, CEILINGS, TILE WORK OR ANY OTHER PART OF THE BUILDING OR TELEPHONE: 631.592.2660 CLEVISPREMISES WHICH ARE REQUIRED TO BE CHANGED OR REPLACED SHALL BE LEFT IN FACSIMILE: 631.232.1536 PURPOSE HANGERS REQUIRED ON PIPING LARGER THAN 1 ". GENERAL SAFE STRUCTURAL CONDITION IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS JOB 08AE-00014 P PURPOSE HANGERS MAY BE USED ON PIPING 1 ' OR SMALLER. 302.2 THROUGH 302.4 OF THE FGCNYS. 1 FLOOR CLEANOUT— FINISHED ROOMS r2-'-N WALL. CLEANOUT DETAIL 3 TYPICAL PIPE HANGER DETAIL EHASZ GIACALONE ARCHfTECTS, P.C. NOT TO SCALE NOT TO SCALE NOT TO SCALE 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 TEL:(516)420-8383 FAX:(516)420-0195 THESE PLANS ARE AN 1 z HW INSTRUMENT OF SERVICE �JOF THE ARCHI PROPERTY L °oo — 1 _2" CW INFRINGEMENTS WILL BE PROSECUTED PROJECT OVERFLOW DRAIN SANTORINI BEACH 3/4" W.I. RUNGS 12" O.C. ' PROVIDED IN PITS OF DEPTH ROOF DRAIN RESORT GRAVEL GUARD i EXTENSION SLEEVE-SET GREATER THAN 3'-0" BELOW � i 3800 DUCK POND ROAD GRADE TO BOTTOM ONLY OVERFLOW 1/2" BELOW GRADE ELEV. ROOFING AND/OR 20" ± // FINISHED ROOF CUTCHOGLJE, NEW YORK 11935 A WALL ANGLE FRAME OCK -PRECASTON AIDE DONE. WALLS WES ATERPROOFING CLAMPING COLLAR *I INSULATION I DIAMOND PLATE STEEL \\ F' OPTION BUILT-UP ROOF COVER 1/4" THICK, 2'-3" W F.A.I. '" DRAWING 71/2- CW WIDE, AND 4'-2" LONG o GRAVED ��-I E I )� 1/4 TURN 1/2 HW -- C.O'I •• �4'-0' a Uuu u __—_ _ —_ —_ ___ __— _a � ---_ -- - - e o WALL OPTION � BALL VALVE �" o C.O. F.A.I. L_�C�ENI� 4 NOTE -5 PL ,4N m I 5 o 0 1 -- -- a ROOF SUMP " CONTROL UNIT (REQUIRES 120V OUTLET) DISHWASHER 1 _ _ r _ I_ - - 2 RECEIVER METAL ROOF DECK DATE DRAWN BY FLOODSTOP MODEL FS3/8C - (SEE ARCH. DWG.) SCALE CHECKED BY WATER SENSOR AS-NOTED MOUNTED ON -CONCRETE BASE NOTE: UNDERDECK CLAMP FLOOR WALLS TO BE OF SEE ARCH. DWG. FOR FINAL ROOF CONSTRUCTION AND PROJECT SHEET OF 1-1/4" NOTES PRECAST CONCRETE OPEN BOTTOM 0112801 E MODIFY INSTALLATION AS REQUIRED. �1-1/2" S 1. FRAME TO BE 1/4" STEEL ANGLE WITH CORNERS MITERED & WELDED AND ANGLE STRAPS. C)F NFL, DRAWING NO. 2. COVER SHALL BE 1/4" DIAMOND STEEL PLATE. O°s /- LOOP DRAIN LINE HIGH AND 6 ROOF DRAIN DETAIL s SECURELY FASTEN TO COUNTER NOT TO SCALE _ F P -01 4 KITCHEN CONNECTION DETAIL 5 HOUSE TRAP DETAIL FES610N�� SCALE: N.T.S. - NOT TO SCALE I I l i I I I l i ° ___ _ ___; a ° a I d \ METAL / GUARD RAIL i \ \ AF,EA 3"S / / \, DP V 0 I \\ Imo/ 4" 5 CW 2" / 2"V UPS 3"S FROM / \ / / / (TYP) I I (TYP ABOVE S 4 PARTIAL FIRST FLOOR SANITRAY PLUMBING PLAN A 4 41 O 1/2" Cw' h. (p� I 1 2 HWL ' __ �� UARD / � - 1-1/2" S I / © �' A� I / (TYP) �� __� /-1/2" HW '-1 /2 V I 1/2" CW \ I '/2(TYPjI 2"s I-1/2"V I I I © — 1/2" CW -T---I I 4,. S I - o (TYP) —_—_—_ / (TYP)} �/ _ _ (TYP HW a' I I 1 2 CW' r _ I ��.\ FROM � I � � --- --- � o � (TYP) "CW TO HOSE BIB -------_ - - I - - _- `�'�`7 I ABOVE I - — FD--9 5 - _---�- --- _ cl _K ----_ � .� I 3/4' CW �� 3/4" HW - - ------_ I � � 3 PARTIAL FIRST FLOOR PLUMBING DOMESTIC WATER PLAN I I 4 ' W HW 1/4„=V 5 PARTIAL ELEC./MECH./EQUIP. PLUMBING SANITARY PLAN 6 PARTIAL ELEC./MECH./EQUIP. PLUMBING DOMESTIC WATER PLAN -1/2" Qw A OVE CEILING ELEV. — PASS - /2" S ELE ATOR SUP PU R rr 2 PARTIAL FIRST FLOOR SANITARY PLUMBING PLAN ------- L------------L-------- --------- 1 -� - - - --- I � III I it 9 I ' 8 4"ST UP I j I 5 0 7 ( TYP 1 ) I I 6 o I ' I 1-1/2"� FROM 5 I I I � ABOVE _ I 60 D S I Fn. I � 4 1112 10 IS UED TO BLDG. DEPT. JLA � r -�- ; - PC TO PROVIDE AND I�STALL ® Fo ,,,,-PC PAN PITCHED WITT PIPE I'I 3 1/14/2010 ISSUED TO OWNER JLA L=--- AND THE PIPE SHOULD BE INSULATED I II 2 1/23/20091 ISSUED TO OWNER PTB I I c' 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB o / /@ REV DATE DESCRIPTION BY -- - - - - - _ _ - — — — _t — 2 2 H I JAMES, LASALA & — ----- - - - L ASSOCIATES, LLP )—!q - ---,--- ° Su— PC-- SO IS RESPONSIBLE TO PROVIDE AND INSTALL MEP ENGINEERS PC TO PROVIDE DRAIN of a-- _ _ —_-- / 1490 GALLON WC ABOVEGROUND PROPANE TANK, 11 OVAL DRIVE, SUITE 129 LOCATION W/WATER - INDIRECT D IN UL LISTED TANK, SHUT-OFF, FILL CONNECTION, ISLANDIA, NY 11749 -- - -------ALARW- - a ----- -I- - - ----- - '- ---- - - - I '1 �' "OVy ( .. ly.l 3"S UP D AND SECOND STAGE GAS REGULATOR, EXCAVATION TELEPHONE: 631.592.2660 - C E /0 3 NDERSLA� I \ FACSIMILE: 631.232.1536 I / ETC. ROUTE OUTSIDE GAS PIPING AT 18" MIN. JOB � 08AE-00014 ELEV I - I _ I \ / BELOW GRADE TO BUILDING THE LIQUEFIED i= � I Pnss - I - - - - ----- - D T'ROLEUM GAS SYSTEM SHALL BE INSTALLED PER 1_` III "Hw /" ,, EHASZ GIACALONE ®FO ® r-n. -- I I `\ I^C�y /' REGULATIONS AND ANY SUFFOE COUNTY \ --y� P / . /. r `� R TONS. THE CONTRACTOR IS RESPONSIBLE I�� I \ j- r" _ �— - - 4 I B - \v UP 2"5 FROM / / I L FILING FEES AND PERMITS. ARCHI I Gl P.C. 431 CONKLIN STREET --—-—- - -—-— ON - _�-- T 6"ST UP -—-—- _�_ --_—_ —- --- __- - _�_ n _'r_--� I I I / \ ,p� F .\`` BELOW SLAB J -aeo_vE CEILING \ I a i ""\ HET R ,t uP / �`. `. FARMINGDALE, NEW YORK 11735 f2EGULATOR �� ..` su su HOT WATER �V �`. TEL:(516)420-8383 FAX:(516)420-0195 - ------------_ _ -- _ J--_ — ____ _ _ _ �_ —_ — _ _ __ -- / \ a / \ HEATER . THESE PLANS ARE AN 6- TO TIE INTO f t�FHB 1"H \ \ / / \ -2-t 2" cas \ ; INSTRUMENT OF SERVICE �� 00 /" \¢ \ 1" W,, / AND ARE THE PROPERTY SITE LEACHING \-STORM TOM ABOVE \ 1" /� \ i / I"C \\ ` -� ■oc ❑� ❑■ POOLS, 1 / \ \ 4" HOUSE / U� METAL \ \ � _ I F THE ARCHITECT ❑c,� 00 00 COORDINATE FI AL i \ TRpp \,\ 6JAR0 INFRINGEMENTS WILL BE PROSECUTED �� \ /2"S FRO �\\ - ' \ TIE IN LOCAT NS n i \ - \ / AND INVERT IN / O �. \ ABOVE \ // / 2" GAS UP \\ / PROJECT FI LD v v /./ \ �4;I. i `v , ' / �\ SANTORIINI BEACH DOMESTIC WATER 1 / PC TO STOP 5'-0" \ \ / FROM SITE .T / J \�// \ � -1/2-CW 'OF�A e�„�e�� \ / SORT 3800 DUCK POND ROAD 4" FIRFROMR SITE / / `\`� CLl'1'CH0eTTE, NEW PORK 11935 / / \ / \ /./ /, \,\ / \•\ DRAWING DATE DRAWN BY \ Q \ m NFHB \, ^ SCALE As-NOTED CHECKED BY PROJECT oil2e.ol SHEET OF E DRAWING NO. of s NG(? ` a 1 FIRST FLOOR PLUMBING PLAN u) 9 P - 02 0 pq�FE5S10N� / \ /' \ \ ' (2)1-1/2"S /• '\ �. /. .\ " (2)1-1/2V 3"s /• \ ♦ /, \,\ '1 T P HW 3" S ON / -�JP-- L (TYP) (D <\ / � \ ♦ O ' / FF y / s" V x\ r F \• / /1 'Hw i \ r ©RFD — - - — ,, - / �1/z( Y �� ersEoLoMW�' Z 2- CWFRO D/e j� j r '/ A �/ / , 3" VTR . \ r HW / RD F.D. 1-1/2"S F.D. 2"DH_/ -1/2-V ®FD // F A � (^ (TYP� O OVEN // (TYP) I Tr.HE i / OJ / /• 1/2"HW zUP /// // �2„W i �O� FINK 1/2^cw O Ill' O 0 / % 0 / / 1-1/4" CWf 2 " "s / ) (TYP) /, 3IS / /• dC 2"V DN / (TYP) /, FRZ 2 PARTIAL SECOND FLOOR PLUMBING DOMESTIC WATER PLAN 3 PARTIAL SECOND FLOOR PLUMBING SANITARY PLAN LE1/4"=1 —0" 1/4,._1 �-0„ ------ P%EEEE� --- --- - -----4-- - - - - - � I DEGK � - " ' - -- --- -' - - -- 4 PARTIAL SECOND FLOOR PLUMBING DOMESTIC WATER PLAN _ .._... . - 51 _______ _ _ Ul 1 1 - - - VN - --- ------ ---- - - --- I - - - ------- - --- - - - ----- - 100000 - - - - j I IO 000000 I I - - L - - ! — I � RD � I r — O 000000 0000 I L 9 Q I D GK - - o Now O 000000 00000 2-GAS UP 7 " 6 lINK Q --- - - ------ -- 1 — 4 6/01/2010 ISSUE 5 - — — IF 1 DN , c D TO BLDG. DEPT. JLA —_—_ __-- 3 111412010 ISSUED TO OWNER JLA FRZ ----- — — --- -- — — I I I II I �I I I I I 2 1123/20091 ISSUED TO OWNER PTB I"cw - 2"c M BELOWc' DN RDu 1 511612008 ISSUED TO BLDG. DEPT. PTB j — REV DATE DESCRIPTION BY a sT(rrP>— — rill ^ JAMES, LASALA & - Qz--C2) j ASSOCIATES, LLP DUMBWATiER - - - LL- - G - ----�__- �1"HW Fec ♦ \ j j nLl O MEP ENGINEERS -------------- - --- - --------------- ------------------ UP 11 OVAL DRIVE, SUITE 129 / \ T / A D' � ISLANDIA NY 11749 DEGK j TELEPHO,NE: 631.592.2660 JOB OBAE-00014 42" HIGH ? / \ FACSIMILE: 631.232.1536 GUARD RAI DN 1-1/2-V v / V / ALUMIN oveN � .� O a EHASZ GIACALONE - - - - Rn. M - \ - - - - 4 i d i �LT �° ARCH �j ffECTS, P.C. T � TORM DN \ \ � \' a / / I TCHEN 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 ------_ - - —_-- - - — _ _ TEL:(516)420-8383 FAX:(516)420-0195 ED THESE PLANS ARE AN NEEFSERVIICE AD AR TH Y ❑ ❑o - E.G. INFRINGEMENTS WILL BE OF THE ❑ PROSECUTED FEZ PROJECT GAS BEL weoM vv /./ SANTORINI BEACH R�EsoxT 3800 DUCK POND ROAD I II REF AT \ ALUM CUTCHOGUE, NEW YORK 11935 DRAWING / RIDGE VENT / -- - ----- - - / —_— — — — rg �� GOI�IL-i �L_ 00� F�l— AN a 5 PARTIAL SECOND FLOOR PLUMBING SANITARY PLAN DATE DRAWN BY 1/4 SCALE As-NOTED CHECKED BY „_ '-0- U / / \\ PROJECT 01128.01 SHEET OF E / \ B i \,♦ \ OF NE DRAWING DRAWING NO. , E5 s. c� L 1 SECOND FLOOR PLUMBING PLAN Ys�o qoF SBb9�P p? ®® ESIS, `@� i II I -- --- - - ---- ---- ------ ----------------- --- —i--- -----li-- —I- - - - - - 4 ) - /� -- - Y KEF-2 - RTU-3 1-1 2"S % RTU-2 RT�_1 2" S DN—_ 1-1/2" V 1 I o C 3" S DN � v FD F F7 / - u I + T T / " V S T 2 -- - ----- ----- - - ------_ _ _ _ —\'- ° ' / ( 1 (TYP) III - - - - - / I G�RRIDOR 3" 5 1-1/2"V ao2 (TYP) III - D i LOBBY \\ I�4"ST /0 I / 3"VTR\ / o- - -- -- -- - - - - - - \\ / \ 4 71i 3 PARTIAL THIRD FLOOR PLUMBING SANITARY PLAN 2 THIRD FLOOR PLUMBING SANITARY PLAN 17871 ._7 9 8 7 6 5 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA 3 1/14/2010 ISSUED TO OWNER JLA � 2 112312009 ISSUED TO OWNER PTB �1 f4"s — I — — — — — — — 1 5/16/2008 ISSUED TO BLDG. DEPT. PTB 1 — — —O REV DATEI DESCRIPTION BY JAMES, LASALA & KEF-2 NL RTU-3 �I - 11 � 1 z HW = ASSOCIATES, LLP (TYP) 1/2"CW (TYP) MEP ENGINEERS RTUIII i 2"G -2 RT�1� I�� 11 OVAL DRIVE, SUITE 129 u - ISLANDIA, NY 11749 _ TELEPHONE: 631.592.2660 — FACSIMILE: 631.232.1536 JOB � 08AE-00014 /2" CW O EHASZ GIACALONE I O O A • O ARCHITECTS, P.C. 1�-1/4"G i-1/2"c , 1-1/4"c L G n 431 CONKLIN STREET FARMINGDALE, NEW YORK 11735 T I f T T / - ------- - — — — — — — — — — TEL:(516)420-8383 FAX:(516)420-0195 — — — — — / OE �'-------- --- ---� THESE PLANS ARE AN INSTRUMENT OF SERVICE I AND ARE THE PROPERTY °°o °oi° ❑� CORRIDOR OF THE ARCHITECT ❑o❑ �❑❑r ❑❑ rr \ 3oa INFRINGEMENTS WILL BE Lt.�L PROSECUTED PROJECT 30l / TORAGE /" SANTORINI BEACH RESORT i 3800 DUCK POND ROAD CUTCHOGUE, NEW YORK 11935 III _ DRAWING / �� DATE DRAWN BY / \ c , � \ \ \\ i / SCALE AS-NOTED CHECKED BY q \\ ------ / PROJECT oTi2eo1 SHEET OF E CS /' \x DRAWING NO. OF NEy, a h��s s GLss 9 0 1 THIRD FLOOR PLUMBING PLAN 4� PARTIAL THIRD FLOOR PLUMBING PLAN - 04 W 1 87 -o �s FOb 5869� `6r qOFF551ON' - �4"VTR ROOF r----------- ----------------- I 1 3^V dT-4"V �4"V I I I I I I O O © i O O I 240 MBH 180 MBH 240 MBH tILl-1/2" S I3RD © 1 © 1 1-1/4^G 1-1/4"G 1-1/4"G_FLOOR CO -------i-------- ----i--------------------T---- ---1---------- 2"G 1-i/2" S I 4"S 3"S(TYP) chi-3"V 1 4"V cL-4^V 4^V 1 3^V 1 3^V �c c�c c 9�1-1/2^V I I 1 —4"V I I I I I GAS o 1/2"G I O 1 OE OF O I O I I OF I O O I SHUT-OF 3/4" G I I I I 4" S I H 1-1/2"S I O I O O O O I O I I FILL CONNECTION L---- _ FLOOR 1-1/2"S I O (TYP) I © I I © I Oj I OJ WITH SHUBYOPC� J HWH --------- - --- -- ---- - - ----------- --- -- - -- - -- 199 MBH CO r---------T---+-----r----CO ---- '�_----CO7-------- - CO - 4"S(TYP) - CO CO CO SECOND STAGE �` / I I 1 `F-4^V \ 4 V -4"V ----- - 3"V -i-- , GAS REG BLATPC c c c c c 1-1 2" S 1/2"VI I \- ^ I y� -4•,V �-1-1 2 V 1 1 V �2-1/2"G -1-1/2"V I I / _r 51-1/2"V O 1 OD O I I © I I c I I 4„ S— O 1 A I A I I O 1 I J I O I 0 1 I I I HOUSETRAP 2-1/2" G UNDERGROUND BY PC 1ST I 1 1 O 1-1/z"s I O J I I FAI 3 GAS RISER FLOOR 1 1 TYP I O I 1 1000 GALLON PROPANE TANK BY PC CO CO CO 1-1/2"S I 3-S(TYP) NTS CO 3"S \ �4" S (TYP) 4" S �4" S 4" SANITARY TO STREET PC TO STOP 5'-0" FROM BLDG. LINE ELEVATOR PIT O ELEVATOR SUMP PUMP SANITARY WATER RISER NTS 9 8 7 6 5 4 6/01/2010 ISSUED TO BLDG. DEPT. JLA 3 1114/2010 ISSUED TO OWNER JLA 2 1123/2009 ISSUED TO OWNER PTB ROOF 1"CW DE 1 5116/2006 ISSUED TO BLDG. PT. PTB zf REV DATE DESCRIPTION BY 1/2"Cw(rYP) r_—_—_—_—_—_ _ 7__ JAMES, LASALA & 1"cw ASSOCIATES, LLP 3/4"HW � I i � I � _—_—_ '( �b` MEP ENGINEERS 11 OVAL DRIVE, SUITE 129 A T L TELEPHONE: : 11749 .59 UUU � TELEPHONE: 631.592.2660 3RD L L O '"CW 1"CW FACSIMILE: 631.232.1536 JOB OBAE-00014 EHASZ GIACALONE FLOOR I O O 1/2„GW -----___ _-- _ - ------------T/Z"Gw - '/�TY� -_�_ - ARCHITECTS, P.C. fir( 1/2"HW — I I�I - —r (TYP) �_� __� I ' i I �YP)w �) I I 11"cw j j j I' (;P) cwi 431 MI NKLIN STREET Yf p I f I8 �(TMP) FARMINGDALE, NEW YORK 11735 I I 3/4"HW © I I I I I 3/4-HW } TEL:(516)420-8383 FAX:(516)420-0195 3/4-HWy O ! I O O O O O O u THESE PLANS ARE AN INSTRUMENT OF SERVICE 1"cw 0 '"cw ' AND ARE THE PROPERTY 2ND II O /4^cw © I © - O I POF THE ROSECUTEDTECT oo°o °oo °oo FLOOR i 3 INFRINGEMENTS WILL BE PROJECT - "/2 1/2 cw 1/-Cw 1/2"HHW -- -- -----___- � 1 z 2"Hw 1/2"cw -------- ----- -- -- -TI �(TYP) (TYP) (TYP) i 3/4-HW I 1"Cw 1-1/4"HW 3/4"Hw I 3/4"CW SANTOR.INI BEACH '-1/2"Gw (TYP) I �nP)cw J RESORT © O O © O O gg jb 3800 DUCK ROAD CU_rCHOGLJE, I�TEWU YORK 11935 1ST l J OK I J © l O I F1 DRAWING FLOOR 111 '---III 11 --II „ n 111 --- III � i `------------------------ CLAN DATE DRAWN BY 2 DOMESTIC WATER RISER SCALE _ AS-NOTED CHECKED BY NTS PROJECT O112HO1 SHEET OF E DRAWING NO. OF NEy s. �� L � 9 r ^ m _ P ® 0 z 58G9� F}'U S gq�FE5510N�"� �